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Home My WebLink AboutPermit File BLD-2019-0040 (3) 3930 Rock Ridge Parkway PROJECT INFORMATION J. SYKORA, GPBD PROJECT ADDRESS: • g' SCALE 3g30 ROCK RIDGE PARKNAY 1/4" = 1' U.N.O. j ANACORTES, INA g8221 DATE tu 1-21-11 z ,t PARCEL #: P133cI52 PLA .. . x N A RE A S{ amk s _� Pry. " o- , -- et ��///t �� rY .4 s .' gx ' , o- x 2 n ,:Li, ,; x ,g [. '" ,c0:,4 < h rt _ —, P ." ; a coh„ s . rf� ra ,!mt- ,e-rlik MAIN FLOOR 2x77g50.FT� ' 3� - � C - �r�� usR � � � a ' ' . r N �Vi ' uytcf BASEMENT FLOOR 1x386 SQ.FT.. ._ .,., ,. . .+Y�r#? } ri ,i µ sy ..; Y . '+:,= xc5 . . _ .: - .: :F „.�. �� s 4 <la , �: ,.<, 4�ti' .;,- . .. �, .H.,. , r, 7 ., -T ...., ,. .. �. . rt. r ,-w � � �t „ . 0 v. . ,� , > .. u,r � „ . ,.. �� ea:-3"� r ,. "d :` a i '* , �,.„ __ . . . , , .4. x , r . . .� r r_ . . ,. e - . .. x: },, . , „ . _ : .. y ` - s . rx 'a S : -' u v ,�: , . .. . .. . . . . . . , , Mw. ku ., : r : t ;. ' TOTAL LIVING AREA: 4/16S S .FT. (ry, r.,. � w� u r Nr b }yP E 84 5Q FT, : ARAG > o , xi y , m Sii 1 „. .. x y <-p' fi b ,,• t H , . . UPPER DECK / GOY. DECK 149 / 193 SQ.FT. s � �> _ �.: - -,No- - - - - - -- - - LONER ,,,o!...b.e,✓�. ,: S ham.. ...„ <, .` ( ;ill ,, v y.. .rx s.. v owE DECK 355 5Q FT .,. N [STORAGE UNDER GARAGE 481 SQ.FT. c, :: :- w-, , . , „,„ Millill li I E @ M I I W M , I JAN 2 4.�019 CITY OF ANACQRTE . I J ri w J g q+ d q@p�nppW��y}�� D CITYOFANACORTES LL "rwK''i . ., ., t •$=,m-k1q^'# kW'�;a)y4 „) S,{'v.,`_,a^a, R f3tArrs!' - �n.- n:itrfi 9 iNG DEPT: // Arc ;<T,f PUNS PERMIT U: I P-- / 7—Catte2 y� ADD«ESS: 7_,T2 cs. 4P2i/ //�In// 'r APPROVED 7 G' 7-0 ; SUBJECT ; HO '. k`+-i'�itOVED PLANS O m SHALL Nu i t',. . ..1 a. i v 1 f AUTHORIZATION. 1L — Q ry w a a z D T o W THE BRESIDENCE LU 3C130 ROGKRI DG E PARKINAY , ANAGORTES , V4A 1S221 o z 1- CI w K w J 11! kp A w REVISION 1 REVISION 2 REVISIONS PROJECT DESCRIPTION PAGE INDEX v z/ Iz rt Label Title Label NEW SINGLE FAMILY RESIDENCE Al COVER SHEET Al v V ZONING TYPE: RI - RURAL INTERMEDIATE SITE PLAN A2 Lu DJ 0 Z A3 FOUNDATION PLAN A3 cY tO m CODE COPL 'A"JCEM A4 FOUNDATION DETAILS A4 6- A5 FOUNDATION DETAILS A5 cry ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND cla - ORDINANCES AND THE FOLLOWING: Ab BASEMENT PLAN Ab - 2015 INTERNATIONAL RESIDENTIAL CODE Al FLOOR FRAMING Al - — - 2015 WASHINGTON STATE ENERGY CODE AS FLOOR FRAMING DETAILS AS a,-- - 2015 UNIFORM PLUMBING CODE Aq MAIN FLOOR PLAN AqgH HP A10 ININDOIN SCHEDLUE WINDOYN INFORMATION Al afoo LU All flEd All ROOF FRAMING PLAN =36�= lU Wg°. Al2 ROOF FRAMING DETAILS6Oa} AlAlt =gm awoao Al ROOF OVERVIEIN A13 to it I-p< Al � Mg A14 BUILDING SECTIONS Mg a=�o azy.z A15 BUILDING SECTIONS Al LU wo 56 Alb BUILDING SECTIONS N=a� Alb } 3wa Nwa.-o All BUILDING SECTIONS All N ,,g A15 EXTERIOR ELEVATIONS HI A15 E=op. Al q EXTERIOR ELEVATIONS Al q Pc DESIGN INFORMATION A20 ENGINEERING BASEMENT A20 BUILDER: A21 ENGINEERING MAIN FLOOR A21 OWNER APPROVAL A22 ENGINEERING INFO SPECIFICATIONS A22 A23 LANDSCAPE PLAN A23 BUILDER APPROVAL DESIGNER: JIM SYKORA GPBD SYKORA HOME DESIGN. A24 CONSTRUCTION STORMINATER POLLUTION PREVENTION PLAN A24 JIM@SYKORAHOMEDESIGN.COM A25 BMP'S A2C, PAGE: J. SYKORA, GPBD n V\\AD� iI / IJ\ 1 vii 1" = 10' U.N.O. -23 \ (..Q\ t ,, 1-4) \ / / / iu I . ( -• \,:\ek) ''' ‘--/c I 1-21-11fe I Mi �`� !C I LOT 4 /ry / 40 N Q, 7^S, I v ii \ / a c 0 ,„c- c( i f\c-f 2I ,i I \ C9 0 o rc m )- j. \ \ i 9 u - �u a LOT INFORMATION - - - -�o - - - — SL 58i8 42<=18") - - - — - — / .• E OWNER: STEVE AND GAROLE BLEISTEIN I r - ADDRESS: 3930 ROCK RIDGE PARKWAY LOT 5 1 1 ; I J SD ' ` 25' —SSTOFM CONNECTION — I y ot PARCEL# 133c152 I b I1 I \ 45 .5 / P EJECTOR MPS' DRIVEWAY ENTRANCE. I LOT 5-ROCK RIDGE SOUTH PHASE 4. I UNDER OE/ \ ♦ s 0%SLOPE n1 MAX WIDTH IS 20' PER ED5 I II LOT SIZE : 10,542 SOFT. I I 1 MAX BUILDING COVERAGE(35%)=3,681 SG.FT. I — \ o STANDARDS. a 5 FF HEIGHT:454.0' d o ACTUAL BUILDING COVERAGE =3,682 SQ.FT. 0.Z I I , " I J DRIVEWAY I W HOUSE IMPERVIOUS:4,432 SOFT.(ROOF AND DECK) I sTo °""'Ns°NN 1 T84 sa.Pr. a NNtUECN O DRIVEWAY IMPERVIOUS: 184 SO FT. �` I \ UI O m o l �I �2. V TOTAL IMPERVIOUS:5,216 SQ.FT. ` I \ 1- HEIGHT RESTRICTION- 10'ABOVE SOUTH 1NEST tier \ - - 'S _ / SEWER CONNECTION PROP.CORNER. A I \\ - -- LARbeRocKs 'U cL I � I w ,� ate o QQ ./� �,, "a N z I— ( JJ I 1 FF HEIGHT:454.0' V v Gst ni VV I oyFs"/�/ COI O W d dJ o Lq0—* - V /z 1/1 I Q O . I I I COURTYARD `/�/ (Y I r I al z I / 0 I _.,_ , I ° 111 I : 1 � � . O iti 2U . ; I Y , z o� ' I Q it \ , kp 4: l I- e /1: I Y I 'rc, I LOB-O�� - W Lu �W i \ ill • 1 I �, .� 1 A a �,kn �o A i PATIO ‘51 �- n - - -o Yl 1 Im ) o - - - - 1 w al Oz I U ,w,R<p,F I L I W 122.1g' till \ — pCS TS v- 51LT 588° 42' 48"E o P \ *COizice �F Q- in LT is( 2 -4 CS ab 1\t/4,4 Ca / ` may} // / \ I / \ 1 tea. o � al v. / LOT 6 '` / \s g__ \ z 0 .a \ \ < VVm WW jiw / , �� w iN / a H 0 fIZI wig yi ryWp,° ° ° frol2 1iC151t4 1 MJI> Irvzl c I- wo=-,= I I — Z / \ Acc n / ease•52e. 4.T> Ilxf =_ � In Nw i \ Nap C13asm. R eRer ga=„ I a ° iiii I °�w� \ 'Ogg U �`i \ , Z Q� V I �j /�O ^ OWNER APPROVAL N I ° I \ / 11 BUILDER APPROVAL Cor I d<NN: Z--- 'Nx/ N---,,, I, . `7 PAGE: _ 105.g7 - 09 588° 42' 48"E T- — — — UN O , / 7 \NN.. N. A2 C516-FLOOR TO FLOOR HOLD DOWN � MIN.,CAPACITY:GOOD FOR 1105 LB TENSION. J• SYKO pp I\Pl, GPB D ,c STRAP:USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF NALL SHEATHING.ATTACH TO 2X STUDS LINED N UP ABOVE AND BELOW RIM JOIST.FILL ALL NAIL HOLES WITH 10D. / IF STRAP FALLS ON HEADER OR BEAM BELOW,NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF DRAFTED BY: _. ry /// NECESSARY. - _ --- — �° ENO DISTANCE:13'•MIN-TO EACH UPPER AND LOWE R ER STUDS.APPROX TOTAL LENGTH=26"+DEPTH OF cT - FLOOR SYSTEM. -. ._ - _ 23, b:, „ 1q' b" 150 3.. 150 3. SCALEU 73 -I I — — 2 \ - 2.-0•• 3.-0.. - _ L - 3-p.._ -_ 2.p.. -I m — A4 © m W60-3016 I V457 30 6 m m in 1 r - - - . DECK MOV459-3056 W56 3056 ' 1/4" - ' -N.O. in 3155QFT � '� I ti I g 6" Imo. __.B.-6.. - --3.�.. __4•-0.. __ 1.6.. O— r..: Y464-3646 W63-3646 W62-3646 W61-4070 30�-ou 1-21-1q a z ' _ _ al ' 15'-0" 15' 0" • A4 1 D59 I D59 TT I- 1 etd< 7 o ` A5 �� a. , 5 ' I ` N - - - - z � � - - - - - - - 51M. - - . 0 - 51M. L LSTHDB t••� LSTHDB I 3 q4 !O\ -UTILITY SINK l i\i 24"x 24"x 8"FOOTING WI ' L 5 A4 I . 3 - j r- A5 LU r i ,n r N BEDROOM 5 f. . ,� 3 • LSTHDB LSTHDO L — J 262SaFT � . . �- A4 I ; (/ J I— EC. ROOM .: ,. 0FF- R M r1I } 9 3 293 $C FT zo bl5 50 FT I /r ' .•' • (�`! A5 , • • D59 �D59 v A5 A5 I _ Q 5 o LSTHDB . I LSTHDB G E ' UTILITY - � w RAWLSPAG • `" Co �m 232 5a FT I. 269 9Q'FF. T. N o GRAV4LSPAGE0 A4 % \ - '° . 22 F • in 1351 SO FT '. , . • - = CONCRETE/OSB SUBFLOOR TRANSITION _ < MAX .0 14'-1"• . , _ _ ,d,' • E RANSITI N e. ° I 2 — I I • BASEMENT SLAB STHDS i_LSTHDS A4/ I , �A4/ Ct43 3 I .272 sa.Fr. i 1 C /5A4y • • A4 A4) 3 :; AS _ . A4/ , 5„W X 7.5"D X 1 T'TALL BEAM , . , 1 Lsreoe J - - i i. I .. POCKET.(TYPICAL OF 1) 30"x 30 x 10"FOOTING - -• _ - - -'- - - - -- - -- -- - -"� I \ W/(3)#4REBARE.W. LSTHD&- -. _ IL •. .�., .00 �A4 BATH I_ o•.•. v. -- - - - - 985c'0FT o fit I--- - — o � _ � — r - -� 0 C CRLSPAGEACCESit I I 2b I 9 5" 'I 2b" I 8-5ul s.n —' — 1 I /ten 5 I 745 / „�- III I ' I __ 14'-0"— q'-0" , \ 15"W X 4 D X 15 TALL BEAM ° o In L / 30"X 30 x 10 FOOTING 7 ' POCKET.(TYPICAL OF 2)SEE o W/(3)#4 REBAR E.W. I I STORAGE ROOM BELOV'4 LL DETAIL 4 ON PAGE AS . v - - "t ) I — I m in I SCALE: 1/ = 1 OW l'-0" Ti I' I o I F E 4 z 1 1 �' 0" I` I 1 l''0" I COURTYARD SURFACE-PAVERS(PERVIOUS) 1 1 : •.• .. ' . 5"W X 5"D X 18 3/4"TALL BEAM Q� W o I - I - ' POCKET.(TYPICAL OF 4)SEE I ! I Q Z 334 SG.FT. �A4 J 1 '- I �� ( 1 ( DETAIL 4 ON PAGE A5. - O PAYERS(PERVIOUS) \A42 I rT! A5 ii, -1 A4 - •• C i ° . . . --•, ADJUST BEAM POCKET TO ALIGN in 8T 5a.FT. I I ` I 1�'-O" I - • • .: ITH SLOPE OF GARAGE 1 W GE FLOOR 4- J I ( 1 - I111 m A4 I I I \A44) I I 4"X 5"DEEP NOTCH IN TOP OF o I I 3 L. I -- - -- - -- ,_ (V ,-'_ CONCRETE WALL TO SUPPORT __. - o A4 v v i I A5 _, _ - I PAN DECKING. 5EE DETAIL 8 ON $T'ORAGE•• - - '- - 0 11._0„ 6._0„ N ',... I PAGE AS •4S1. ` • p - - - - --�J- et IlL �� I SLOPED GARAGSLOPE NOTCH E FLOOR lb- / / �_ / I- 1 1 I C 1 3 I ',Ali) 1 \ I D•-z 5"W X 5"D X 18 3/4"TALL BEAM . - ,' W ILI V 1 ,n V � 4 I A4 4 I �A4J I \ POCKET.(TYPICAL OF 4)SEE : °., ; • _ - W v ,1 , Ill AS I I DETAIL 4 ON PAGE A5. ..,. , -• .• .. . ' ATTIC ACCESS . Q I� Ci I -� ADJUST BEAM POCKET TO ALIGN n 3-0••-- r 3" ° . . I _ I v -� O I W 4'X 5"DEEP NOTCH IN TOP OF I - • `L _ J ,'D" i i CONCRETE WALL TO SUPPORT , • ' WITH SLOPE OF GARAGE FLOOR H . _ ` , m �r m PAN PAGE AS KING. SEE DETAIL S ON `-I : ..' • '• 3— Z Y O AS I — - - - - - - -- - - • :V` .v\ _ ; I I u1 LLl Q < 1 POST BASE PAD m 9'_3.� - �- :^-• : ' (� A5 AS I 1 0'-1 i 1/2" l 1•-41/2'_ • IL 9-3 SLOPE GARAGE FLOOR coal cr L . . . , J r-71n" I J 12' b" 11 ' b" . GARAGE • CQ 1 l -0 - 23 -0 , . . 1 5%4 5Q FT' ASA5 A5 5' CONCRETE FLOOR SUPPORTED BY PAN DECK SYSTEM°-- 41 '-0" 31'-0" : • - - INCLUDE#3 REBAR @ 18"E.W.GRID,CENTERED IN SLAB -' ° s JN J Z =a=� 11 '-0" LLo=w aioo p FOUNDATION PLAN H b:! ° '•� ..I , Z °p°(m ' . .. 3w°gw SCALE: 1/4" = 1' t l.. ^ .•W51N18 ., hF°sNN I BUCKOUT FOR DOOR , :. , - : I: : , . • • . . -, °I - _ O �'o«z i rigi h tr ppwP BUGKOUT FOR DOOR •I - >wLL 0 i-i, et a== 6F g °Eir- L Z V=ww r-tov2' 1'-41 1" 1'-71/2" 1'-71/2" °3pzz 0 om3a ,i15?‹ u GARAGE SLAB ABOVE zPP SCALE: 1/4" = 1'GAR OY iN ER APPROVAL k ♦4, et wAs% ' • --1 72 44- 4 BUILDER APPROVAL '"iONALV Lew.g1, PACE: pram 8/3tY 2 tr 1 STAMP r5 Fact STRr3GruQ.4C ---- _ -I-rcfl5 .0 a L.Y J. SYKORA, GPBD DRAFTED BY: n r; N R SIDING MATERIAL \ SIDING MATERIALas 3 BRACED RETAINING WALL - TOP OF WALL I5 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 1 BRACED RETAINING WALL - TOP OF WALL I5 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 1/16 05B SGaLE Ji 1/16 0513 1/2" SHEETROCK 1/2" SHEETROGK NAILS OR SCREWS 1/4" = 1' U.N.O. 2" OG. STGGD Os7c 12 A B C D E F G Y IN X Y Z 3/4" SUBFLOOR A B C D E F G V IN X Y Z 3/4" SUBFLOOR cr oPr1oNALa°sLAs W _ _ NAILS IN -..-.- i (GARAGE, PATIO) 1-21-11 • LENGTH / 1 f-- , - ---- - a BLOCKING FLOOR JOISTS LENGTH FLOOR JOISTS w 7 FOOTING FOOTING FOOTING / (JOISTS PARRALLEL ONLY) RETAINED WALL FOOTINGFOOTING FOOTING -- • J RETAINED WALL FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. r G-v FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. - d • z /A35 TYP.ONLY HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING ** SPACING REBAR @ REBAR REBAR rRANSV. CONT. REQ IF A>4'i ' OPTIONAL 4"SLAB HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. F SOT. LBEND --- I I- I, .� (GARAGE, PATIO) BOT.L BEND Q F JOiS 0' - 4' CENTERED 1 $'� bn 6ii 12" NOT bee @ 24" #4 @ 24" N/A (2) # 4 4' CENTERED F I' 10 � O. 1 $ 1 b„ b" 12" NOT bey @ 24" #4 @ 24" N/A (2) # 4 SIMPSON HANGER... 2 ian REQUIRED W REQUIRED J T5 PARAI I FI �� 1F 1015T5 PARAI J FI E O 4' 1 " 6' 5" 24" " " „ „ „ -INSTALL"G"BLOCKING �� „ -INSTALL"G"BLOCKING I- $ 6„ 56 4$ 6„ #4 @ 24 #4 @ 24 #4 @ 24 (2) # 4 IN(2)BAYS E 1 4 1 - 6 5" 24" $" b" 56" 4$" b" #4 @ 24" #4 @ 24" #4 @ 24" (2) #4 IN(2)BAYS. W 411 2 z rn R EXT.WALLS ONLY 2 p c / z I = ¢ III -SCREWS OR NAILS T A 2 3 O G.THRUNAILS o 3"O.G.THRU 18"MIN. fr- u u u u u u " �� , 6' 1 " - $' b" 32" 10" $" 2$° 2$" $" #4 @ 16" #4 @ 24" #4 @ 16" (3) # 4 IP _ 6, 1 - $ 6.. 32" 1 $ 2$ 28 $ #4 @ 16 #4 @ 24" #4 @ 16 (3) # 4 A C� Q SUBFLOOR BELOW GRADE z SUBFLOOR X o X-___ 0 z 18"MIN. a z BELOW GRADE 8' 1 " - 10' $" 42" 10" $" lb" 1 $" an #5 @ 14" #4 @ 24" #5 @ 14" (4) # 4 EXT.WALLS ONLY _it 8' 111 - 10' $" 42" 10" $" 1 $" 1 $" $" #5 @ 14" #4 @ 24" #5 @ 14" (4) # 4 GRAWLSPAGE / Ea N '^' 4' Ill �- GRAY `�LSPAGE L MIN LAP SPLICE 1 -. MIN LAP SPLIICE=24" � w - Z Y N Z Y GENERAL NOTES: NOTE #1 B _ GENERAL NOTES: NOTE #1 B / SLAB OR FILL-SEE NOTE# 1 1 / SLAB OR FILL-SEE NOTE#1 ' 1, * COLUMNS G, D, E, W W , X, Y, Z, ARE MINIMUMS. MAY USE FILL OVER FOOTING IN GRALSPAGE / • • * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE FILL OVER FOOTING IN GRAWLSPAGE \ ♦ WHEN NO SLAB IS NEEDED.: DRAIN ROCK 68�L�1JJ S F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. D , •;•, DRAIN ROCK ': 65/08 RORLS F, G, ARE MAXIMUMS. MAY LESS. D 4"PERF. * --- ----- b MILL VB 3 � / 4"PERF. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 6MILL VB _ (EXT.WALLS ONLY) ASSUMED SOIL. BEARING PRE55URE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED ♦ V (EXT.WALLS ONLY * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 5, -4' NONE ;' C V * MAX REBAR MINIMUM RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 5' -4' NONE of C, HEELf IF NO SLAB __ IF NO SLAB * REBAR MINIMUM GRADE TOE HEEL <; bWONGRETE MINIMUM fc 2500 psi 1' - 8' 18" * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF beLONGRETE MINIMUM fc 2500 psi T - 8' 18" - * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF ki 9'- 10' 24" ** 9'- 10' 24" ** ANCHOR BOLT SPACING USE LESSER OF THIS OR SHEAR WALL GALLOUT. NOTroscALE \ANCHOR BOLL SPACING USE LESSER OF THIS OR SHEAR WALL GALLOUT. NOT TO SCALE N SIDING MATERIAL \ SIDING MATERIAL N 4' RETAINING WALL WALL HAS FILL ON INSIDE 2 CANT. RETAINING WALL - TOP OF WALL 15 NOT CONNECTED TO FLOOR DIAPHRAGM NO FLOOR 1116 05B 12" MIN. 1/16 05B WITHIN 12" PONY WALL 2 X 6 WALL o2 X 6 WALL A B C D E F G V W X Y Z A B C D E F G V W X Y Z o w z o LENGTH 4"SLAB F LENGTH F •� 6" W Q UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING J _.6-- - -♦e-- --- ----- RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING II� . . Q Z Z HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR @ REBAR REBAR TRANSV. CONT. /, " j HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING** SPACING REBAR @ REBAR REBAR TRANSV. CONT. `- J BOT.L BEND BOT.L BEND CO C a_ I R-10 FOAM 0' - 4' CENTERED 1 $" b" b" SEE NOT bpi #4 @ 24" #4 @ 24" N/A (2) # 4 (@ BASEMENT PERIMETER ABOVE GRADE AREAS) E 0' - 4' CENTERED 1 $" 6" 6" SEE NOT b" #t} @ 24" #4 @ 24" N/A (2) # 4 - E SHEARWALL REQUIRED SHEARWALL REQUIRED ILI 24" W A 1- Q W 1- 3 4' 1 "- 6' 3" 2t}" $�� 6" SEE NOT bee #4 @ 18" #4 @ 24" #4 @ 18" (3) # 4 "1" III Et z 4' 1 " 6' S 24 $ 6 6 #4 @ 18" #4 @ 24 #4 @ 18" (3) # 4 ® TIGHTLINE Z l� y n SEE NOT a 5HEARWALL REQUIRED Et O SHEARWALL REQUIRED Ill O 4 O Z t2- 61 1 " - $' b" 36" 10" $" SEE NOT 5" #5 @ 11" #4 @ 24" #5 @ 11" (4) # 4 i 6' 1 " - $' 1 36„ 10" $�� SEE NOT $" #5 @ 11" #4 @ 24" #5 @ 11" (4) # 4 A 7 2 ILL w REQUIRED �/ '� Q SHEARWALL REQUIRED X - MIN. 1 p SHEARWALL /� O 8' 1 " - 10' $" L}$° 10" $° SEE NOT bit #5 @ 9" #4 @ 24" #5 @ 9" (4) # 5 2• II, MIN LAP SPLICE m $' 1 " - 10' $" 48" 10" $" SEE NOT $° #5 @ q" #4 @ 24" #5 @ 9" (4) # 5 2 BELOW GRADE w Q IL 1 SHEARWALL REQUIRED SHEARWALL REQUIRED N GRAWLSPAGE �I_R ^ W SCREENED 2' PVC _ GLR. ICE=24" Z 1 , ■ WEEP HOLES b'O.G. -. MIN LAP SPLICE=24" vLEI al 11154" v Z Y J Q I— TIGHTLINE 18' _ \ ii GENERAL NOTES: Z B / 24'WALL OR GENERAL NOTES: NOTE #1 ♦ -- -� * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. _♦ • ♦ * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE sLABORFILL-SEE NorE# 1 , ♦ E Z '�` .O`` * I DRAIN ROCK * WHEN NO SLAB IS NEEDED. v V V COLUMNS F, G, ARE MAXIMUMS. MAY LESS. DEra'® DRAIN ROCK COLUMNS F, G, ARE MAXIMUMS. MAY LE55. DD PERF. W III Q 0 4"PERF • 6 MILL V8 * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F - ♦ 6MILLVF NO B �'- -) `— IY Z * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. G V / * MAX LOAD = 2 RESIDENTIALRSTORES AND ROOF W/ 25 P5F MAX SNOW. RETAINED HT. FILL EIRED �. C V ' rj , n O * REBAR MINIMUM GRADE TOE HEEL * REBAR MINIMUM GRADE 5' -b' 12" TOE HEEL EL V—, m in tr btONCRETE MINIMUM fc 2500 psi * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF b&ONGRETE MINIMUM fc 2500 psi 7' - 8' 18" * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F CC) ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR 5HEAR WALL GALLOUT. ** ANCHOR BOLT SPACING - U5E LESSER OF THIS OR 5HEAR WALL CALLOUT. 9'- 10' 24" NOT TO SCALE ------- - - NOT TO SCALE CO 3 CASE 1 SIDING MATERIAL CASE 2 � i�i�e RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR R 21 INSULATION SIDING MATERIAL r NO FLOOR 1/16 0513 1/16 05B i2& wa<� WITHIN 12" 1/2" SHEETROCK C��YYvwih 1 ,sir. oo=w A B C D E F G V Yet X Y Z 2 X 6 WALL (CT SUBFLOOR ( 2 X WALL acc,A1 - Jo t,, t/r 6 Qy § ,9 [ UN<U //// an 018 ♦ / R-21 INSULATION zzi 4"SLAB OR SOIL // (WHERE NEEDED) =NFgw LENGTH F - - FLOOR JOISTS I ILI . ao€ UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING - V A / n -h W o HEIGHT POSITION / ^ o�"�' WIDTH HEIGHT THICKNESS SPACING*' SPACING REBAR@ REBAR REBAR TRANSV. CONT. / ,I i 1/2" X 10" A.B. 45" 1/2" SHEETROCK rah BOT.LBEND - -- - / maw' R 10 FOAM _ O.G W/ 3" X 3" _ =x'� ♦ BEARING PLATE \ WiP 0' - 4' CENTERED ° „ " NOT bee 18 b b SEE b #4 @ 24" #4 @ 24" N/A (2) # 4 (@ BASEMENT PERIMETER F O =.�� REQUIRED ABOVE GRADE AREAS) <_*,° SHEARWALL WLL 24"MIN. W - __ „ goz �o�Fo IN 2 X TREATED PLATE W,Er, Sudz E z f „=slra=< ill ` A _ 'v' (� w<�o Zo 16"MIN. I— 5 O _ H=wo X BELOW GRADE I z // w. \ • . �* // ap�o X `� o } om3< at 4"TIGHTLINE ill 1- 1 Igor CENTER I EXT.WALLS ONLY Q O °HJw SCREENED 2"PVC A. MIN LAP SPLICE=24" CRAWLS PACE J „ (2) GRADE 40 wz' 16 #4 REBAR z WEEP HOLES b'O.G. V MIN LAP SPLICE=24" 41ill a�" Y- - o 4"TIGHTLINE y 1� m L I" -i �.• wARRj�, OWNER APPROVAL GENERAL NOTES: Z B �. B A4.tp> 9 c i SLAB OR FILL-SEE NOTE*1 j C Ae - * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. ♦ /` p ♦ ♦ __ ___ 1 z 4r * ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF D ' DRAIN ROCK D DRAIN ROCK (� €` a, ; BUILDER APPROVAL 28873 * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. ♦ 3" ✓ ® 4" PERF 6 MILL VB 4'PERF. ) �15 c--- (EM-WALLS ONLY) * REBAR MINIMUM GRADE 40. XI1 G V / IF NO SLAB G V / ktrONALE' E�2r�d9 * CONCRETE MINIMUM fc 2500 psi TOE HEEL TOEHEEL 11•••••• $r3Q z0 PAGE: THICKENED FOOTING ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR 5HEAR WALL GALLOUT. * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F * ASSUMED SOIL BEARING PRESSURE: 2,000 P5F 6 = STAGY th Fact STO,yeTu44�. SCALE: 1 " 1 ' --1icris 0414 NOT TO SCALE NOT TO SCALE J. SYKORA, GPBD 0 DRAFTED B', ni- ARC SPOT (PUDDLE) VERGO W2 FORMLOCK BRACED RETAINING WALL WITH MID LEDGER \ SIDING MATERIAL HELPS MIN 1/2" 20GA PAN DECK \ SIDING MATERIAL 7/1b 05B SCALE _ Di c• FUSION DIA. FLASHING ARC SPOT (PUDDLE) HELPS N S CENTERED rocTEND R N L'. 1/4" = 1' U.N.O. @ 1/16 05B GLI ENT5 OPTION TO • EILING VERGO W2 FORMLOCK MIN 1/2 FUSION DIA. A B G D E F G 1( � X Y � EXTEND FURRED WALL �o � 20GA PAN DECK 2 X b HALL J a _:_.: �/ 12" 12" LENGTH 6" MIN. 1 -21-19 Ix MIN. MIN. RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING • °- / _ _,_-r • ; ,1 , HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. �� / ,n I I 3" 3000 PSI BOT.LBEND R-21 INSULATION I 2Xb GLG.JOIST _. ,_ - -�` �' REGULAR 1 - 15„ on b�� 72" NOT bil #4 @ 24" #4 @ 24" N/A (2) # 4 #3 REBAR 18" E.W. I _ WEIGHT Q4' CENTERED REQUIRED 1/2" SHEETROCK @ �_I - - MIN. 2" SPRAY FOAM 5" 3" CONCRETE CENTERED IN SLAB ‘ \ OVER PAN DECK. CD 4' 1 "- b' 5" 24" 5" b" 56" 48" b" #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 3" 3000 PSI REGULAR H14X22 STEEL BEAM ve 0 _ WEIGHT CONCRETE W10X12 STEEL BEAM 4 0 OVER PAN DECK. b 1 " - 8 b 32" 10" Er 28 28 8 #4 @ 1 b" #4 @ 24" #4 @ 16" (3) # 4 / MIN. 2" SPRAY FOAM BEAM POCKET - MIN. 5" BEARING MAX. I I I LENGTH. CONNECT WITH (2) WET- ,�- ✓'' 8' 1 " 10' 5" 10" S" 15" 18" 5" #5 14" #4 @ 24" #5 @ 14" (4) # 4 SET OR TITEN HD, 5/8" X 6 t 4^4. 42" @ PAN DECK @ GARAGE DOOR OPENING THROUGH BOTTOM FLANGE INTO x ,1, � CENTERLINE OF WA � SCALE: 1" = 1 ' , v GENERAL NOTES: NOTE #1 . * COLUMNS G, D, E, H, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRANLSPAGE 3/4" SUBFLOOR I4 PAN DECK AT PARALELL !NALL W/ BEAM COLUMNS F, G, ARE MAXIMUMS. MAY USE LESS. WHEN NO SLAB 15 NEEDED. i 1 , 20GA PAN DECK \ LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE F � LEDGER SCALE: 1 - 1t MAX* A55UMED 501E BEARING PRESSURE: USE 2,000 PSF RETAINED HT.(A) FILL REQUIRED FLOOR J015T5 VERCO H2 FORMLOGK #3 REBAR @ 18" * p I SEE NOTE a2 E.W. CENTERED * 5 6 12 Z ` ' 1 J IN SLAB REBAR MINIMUM GRADE 60. M * CONCRETE MINIMUM fG 2500 psi 8' 18" SIMPSON HANGER — VERCO W2 FORMLOGK .. 9 10' 24" 1 A ---, • � 20GA PAN DECK 3" 3000 PSI REGULAR ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. IF IOISTS FARM I FI E - / / w ':\^, I WEIGHT GON GRETE -INSTALL"G"BLOCKING 4"TIGHTLINE u- ARG SPOT (PUDDLE) OVER PAN DECK. IN(2)BAYS NOTE #2 HELPS MIN 1/2" -SCREWS OR NAILS 3" 3000 PSI REGULAR FUSION DIA. #3 REBAR @ 18" E.W. LEDGER: USE MINIMUM 2 X PT LEDGER AT LEAST AS TALL AS JOISTS. 3"O.C.THRU SUBFLOOR EXT_yyp LLS ONLY HEIGHT CONCRETE 4 4" CENTERED IN SLAB OVER PAN DECK. / CONNECTION: USE 5/8" DIAMETER X MIN 4" EMBEDMENT, TITEN HD OR HET SET BOLT, @ q" OC MAX STAGGERED, AND X - -_ �-_" '�" WITHIN 8" OF SPLICES AND ENDS, WITH 3" X .25" WASHER. MIN DISTANCE FROM CENTERLINE OF BOLT TO TOP OR I MIN. 4" BEARING LENGTH. CONNECT "' WITH 1/2" TITEN HD OR HET SET ANCHOR - BOTTOM OF LEDGER = 2.15° GRAWLSPAGE BOLTS WITH MIN. 3" EMBEDMENT AT 36" J 1 MIN LAP SPLICE=24" / Z Y a_ MAX SPACING. EDGE OF DECKING TO MIN. 2" SPRAY FOAM 2" MIN BEARING . z W Q CENTER OF BOLT = 1" W14X22 STEEL BEAM / SLAB OR FILL-SEENOTEN B / Q� Q LU SLOPE LEDGE TO ALLOW / = J z m SLOPE ON GARAGE FLOOR D r - •_ DRAIN ROCK ., 0 al 3" ,� - / , 4"PERF. m o- b MILL VBls_ (EXT.WALLS ONLY) IF NO SLAB AJ PAN DECK AT PARALELL WALL , C PAN DECK OVER BEAM /1 G-- v / III � SCALE: 1 " = 1 ' SCALE: 1 " = 1 ' TOE HEEL V* ASSUMED SOIL BEARING PRESSURE: 2,000 P5F _ NOT TO SCALE 0 Z W GARAGE DOOR 1 1/2" GYPCRETE FOR Q A- N. RADIANT FLOOR HEATING Z an W to 3" 3000 PSI REGULAR Ul u-.I Q W HEIGHT CONCRETE 3/4 OSB 12" SONO-TUBE ,�I 6 X 6 P.T. POST 0 i/ _ I- OVER PAN DECK. #3 REBAR @ 18" E.W. 11 7/8" BGI IOISTS ( \�•1 ABUbb POST BASE O • CENTERED IN SLAB \1 � I '� i \ Q H z V 0 VERGO W2 FORMLOCK I I — // #4 REBAR TOP 20GA PAN DECK R-30 INSULATION W U_I 0 ' ct & BOTTOM. A /K ► "�"�" -1 Z CONTINUOUS BLOCKING _ O I— ILA FLASHING 4 GRADE 40 #4 REBAR . n 0 : • 2 X S STUDS 1 S" O.G. WITH / VERT. HOOKS 0_ ' I CCJ J DOUBLE TOP PLATE. O� a, / J�( 1s illy AT BEAM EA SIDE 1 /2" X b" A.B. 45" O.G. Wlgill III ,/ (4) GRAPE 40 #4 REBAR __.1 CO 3" MIN. 2" SPRAY FOAM�� AT ENDS 3" X 3" BEARING PLATE AND 4' MAX OG. ....!1 ll , "Ill 1 MIN. 4" BEARING LENGTH. CONNECT /z Ma •�� WITH 1/2" TITEN HD OR NET SET TREATED SOLE PLATE "' „ ��,• ANCHOR BOLTS WITH MIN. 3" ; I a i Zes 8 A EMBEDMENT AT 12" MAX SPACING. END I I rJ", MIRA DRAIN OR SIMLAR 11 it OF DECKING TO CENTER OF BOLT = 1" b" X 16" GONG. FOOTING !N/ (2) _ i In _' 2. A GRADE 40 # 4 HORZ. REBAR I J °°°_ h. MAY VARY-PER PLAN ' o S MILL VAPOR BARRIOR UNDISTURBED SOIL 4� =a =aa==p O�QO 06W U ILI �3ror A pWOh Mil D59 SLAB AND CANT. BEAM JOINT � PAN DECK @ GARAGE DOOR OPENING STRIP FOOTING & PONY WALL �� POST FOOTINGMi SCALE: 1 " = 1 ' SCALE: 1 " = 1 ' 2 Z w(2-Eo SCALE: 1 " = 1 ' K} SCALE: 1 " = 1 ' Opwo ki H N°=�° w o act z2RUS A MO Z QOWw2 =m ci D aw=o s_ omaa (0dni ow a - pe GAIlR . OWNER APPROVAL R*, v °F WA%'l g � 2 z BUILDER APPROVAL /ovAL PAGE: UP'w W3V 20 STA‘A.r c, fait STO-Licn4t4L 'T Tv-is 0, `j DESIGNED BY: FLOOR PLAN NOTES J. SYKORA, GPBD TYPICAL HEADER SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED m IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA -- W b GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, m HEADER LESS THAN 5' 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE m 19'-0" 23'-6" - - 15'-0" --_ 15'-0" -_--- -� BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE m IL IL DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. -- v m C51b-FLOOR TO FLOOR HOLD DOWN 1/4" = 1' U.N.O. MIN.,CAPACITY:GOOD FOR 1T05 LB TENSION. 2 SHELF AND HANGING ROD. ku T- STRAP:USE L516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED -- I - _ UP ABOVE AND BELOW RIM JOIST.FILL ALL NAIL HOLES WITH I OD. F - _ _ IF STRAP FALLS ON HEADER OR BEAM BELOW,NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF �I �I I- HEADER LE55 THAN 5' I CANT _ NECESSARY. 3 BUILT IN SHELVES. I-2 - 1ii /LEVERED FLOOI R ABOVE -- END DISTANCE: SYSTEM.3"MIN.TO EACH UPPER AND LOWER STUDS-APPROX TOTAL LENGTH=26•+DEPTH OF 0- R I (1)KING STUD FROM - 4 CABINET-OWNER/CONTRACTOR TO VERIFY. TOP PLATE TO Lj 12P BOTTOM PLATE • (1)TRIMMER _ _ - _ E w 1N60-3076 W51-3016 a m EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.1 - - - REV PLOORA w59-3056 W58-46T0 w56-3056 I CANTILE/E DECK ■ 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20"WIDE AND 24" \\\ z CO v3 _ 1 0 ® LI ®�.I - --. HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. ^ ' I �—g•.b- I B•-0• 13•-b.. I +' I +.-0. I P-e" (��y 12P W64-564fi- w63-3646 W62-364b W61-4010 T4P14F e1n 3155QFT Ib II • Zo o ®. @ 9e• �'• 4X @ 96" WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH /^\ 72P - 12080 I,. 5 b AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. ! { ��••///•• 4X @.6" @v6.. 4X @aa" S @96..16 1 e• �!i /' /1 2 X 8 WALL I11M 111n F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8°T 8 G PLYWOOD. I 5 / I EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X'GYP.BD. NO FURNACE SHALL t .r t i i i ®@Doan Ro L 13'-11 " 1 BE INSTALLED IN ANY CONFINED SPADE WITH ACCESS ONLY THROUGHABEDROOM. ` LJ.JBATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF , sFURNACE. r / ' 1HEADER MORE THAN 5' I V ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE ✓ 3 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES x(ry8RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 15' 1" - --- - - END OF PIPE LE55 THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE mIL IL 1 (hSTRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN I ' EARTHQUAKE. TIP I XBEDROOM r II PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT 8 COLDSHUTOFF 5 CONTROL VALVES 8 WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL_ - - - __ - - 2625QFTHEADER MORE THAN 5' , I9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF�- _-._ �._ sNors°e.. // THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR to OFFICE 1 I _1- I N 19'f/, REC. ROOM /-9'CEILINGDROP(2)KING STUDS _ _ t EACH 90-DECREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUG7 OF m FROM TOP PLATE TO—• L/ 293 SQ FT 1 l b'15 SQ FT ,p SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER.o X SBOTTOM PLATE +/-9'CEILING DROP m +/-q'CEILING DROP 5MO1E D(T `� MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE o• (1)TRIMMER W I O 1 PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 E C.F.M-AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW 8GRAWLSPAGE �) 5 @ DOOR RO I OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 154 INCHES. DRYER,KITCHEN, @ 000R reo 6 1 1 O AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK135 1 5Q FT I Lii 12PI _ _ 6080 ' `, PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE a 1� I 2880__I_ I } r V exa @��4J DOMESTIC DRYER EXHAUST. 6 FEET IN LENGTH MAY 8E USED IN CONNECTION WITH - T CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX t .-_- -__. ___ __. ._.. .-__. __ _e v-. II I, .... _` .- `.._ _ CONNECTORS NOT EXCEEDING 1 n D M ® ' , I II j 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. �. ROUGH IN FOR o I FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" CLOSET I I I O •. _. 4'-61/2" - ® t•l I: COOKTOP AND a; o I 1PLYWOOD. ACCESS 58 5Q FT I I I I 1 msrrwASHFR N 1 07 STRIPPED OR SEALEDTGHT IN GARAGES TO BE HINGED AND SHALL BE WEATHER- WINDOW W/ b" POST I I I I I KITCHENETTE L + •` I o i 1 12 GUARDRAIL 36"ABOVE FIN.FLR. INTERMEDIATE RAIL SPACING SHALL NOT .. ._. I 1 I I I _ 4 '.I -- -, - '•.•:��+1••�:•):44 -' - BATH { ALLOW A 4"DIAMETER SPHERE TO PASS THROUGH PER I.R.G.SECTION 3122. O o.o•.•+.•,w. o a ClSTACK I- I 98 5Q FT I I O - W W/p 1 �_ - PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR z • (T3P, GRAWLSPAGE ACCESS i +/-q'CEILING DROP '°"" TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO — • - -'� CONNECTION ®� QI LII `� TIP I 4gy 1 O I �- 13 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE W 4 - 14'- L -• -'--- -O _ `73P v i I SURROUND 8 HEARTH MATERIAL. Q lj I ''' EXERCISE EQUIP. _ b 9312"---- �- 14 STAIR HANDRAIL 36"ABOVE STAIR NOSING.INTERMEDIATE RAIL SPACING SHALL NOT D W 66 "+ o ALLOW A 4"DIAMETER SPHERE TO PASS THROUGH PER I.R.C.SECTION 312.2. m (1)TRIMMER - liw 0 15 1/5'PPER 2""FLOOR CONCRETE.TOWARDS MAIN VEHICLE ENTRY OROTOWARDS FLOOR DRAIN. PE CONCRETE FLOOR IN I(2)KING STUDS 5080 III FROM TOP PLATE TO II BOTTOM PLATE _ illiiiiWillill 11 -X1b TEMPERED GLASS i in { I Z `s 11 20 MIN.FIRE RATED DOOR. IRG R302.5.1 O 24'-011 z f . \I\ t 9 - 1 'r'_O" - �,_O„ W/DRYWALL FURRED OUT WALLS -- • 1 SE8 1nPGYPSUON M REQUIRED WALL BOARD SHALL BE APPLIED TO HE GARAGE SIDE.INHERE LTHE E IS ESS N k' 1,11 1 - HABITABLE SPACE ABOVE THE GARAGE,5/8"TYPE X GYPSUM WALL BOARD 15 �O FURRED OUT WALLS W/ REQUIREDON THE CEILING AND 1/2"GYPSUM WALL BOARD 15 REQUIRED ON THE kp 111 V I WINDOW W/ 3" POST DRYWALL SUPPORTING COLUMNS,WALLS AND BEAMS. IRG R302.6 J ^ W I_ bl-0" _ ... ._ _. . . ._..- _-- _. _.._ -�_ _._ �_ _., _. STORAGE u {- 4815QFT ; GENERAL NOTES ``�/ it o ■ ■I INCLUDE CEILING FRAMING TO I Z Y ' ` I ALLOW SHEETROGKED CEILING I " { 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. V I 1 W U--� O Z I � - 2.ALL HEADER MATERIAL TO BE D.F.#2 UNLESS NOTED OTHERWISE. CONCEAL FLANGE , 3.VERIFY HEADER HEIGHTS. W/ V / O HANGER EA.SIDE .- _...:.. __. _.... __ ..,.. . - _._ _. ._._ __.. .,,,. ._._ ._. .- .._,- _.-.. _.__ ._ __... .._. _._ -.__. ._.. ___ .-_.,_ cCI < III Ill I I OIII_._ ___ __ - — __. _ _ _. _,._. __- ..._- _-_- ___. ___. __ __. __. _.__._ _.._ _. _.._ -.. _. . . .._... -__ .._.. _-. -___ __-. _ _-.. ._._ _... .__. in in x 4.ALL EXTERIOR WALLS ARE 2 x b-16 O.G.STUDS,UNLESS NOTED OTHERWISE. m" (2)KING STUDS I a . FROM TOP PLATE TO m 4 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G.STUDS,UNLESS NOTED OTHERWISE. BOTTOM PLATE ' J ° 1 I. UI 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. t . , . I _._ . I _�q i'g=2 12'-b" - 11'-b" ENERGY CREDIT la z.o� 00 . EFFICIENT BUILDING ENVELOPE rcH LL apace -WINDOWS: U=0.28 _aaQ - 41 '-0" - <w<E HEADER SCHEDULE FLOOR: = R-38 INSULATION Eq,8,6 SLAB ON GRADE - R-10 ENTIRE SLAB IL 0,.)0� POST SCHEDULE MARK SIZE/TYPE TRIMMER KING STUD, EACH END EMARK IL °a'=Em (IF BLANK USE DEFAULT BELOW) (IF BLANK USE DEFAULT BELOW) ENERGY CREDIT 2a ELM MINIMUM SIZE ALTERNATE SIZE CONNECTOR „FENa l MARK ® 2 X 6"L"GONFIG. AIR LEAKAGE CONTROL& EFFICIENT VENTILATION — IF BLANK USE DEFAULT BELOW) OR 20II AIR LEAKAGE: 3.O AIR CHANGES PER HOUR Is ,'._,NE ��c' S -4X6DF#2 t „ ;i- WHOLE HOUSE FAN PER SECTION M1501.3 ,�■ i w,1 70P1 (2) 2X4 4X4 02 Q4"oz .1— I ENERGYGREDIT3a oam�� (► -2 X 10"L"GONFIG. HIGH EFFICIENCY HVAG EQUIPMENT „E<r6 J (2)2 X b 4X8 OR 21 H 2c,zo - GAS FIRED, PROPANE, OR OIL FIRED BOILER ILI nd OR -4X8OR(2)2X8 WITHMINIMUMAFUEOR9 r.1-Lit-re, 9I. . (1 „w"«o 4 X b ENERGY CREDIT 5G X ' (2)2X10 a< alao EFFICIENT WATER HEATING im_z (4)2 X 4 4X10 OR 22 H -GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. En 0I=�< 12P (3) 2 X 6 OR 4X100RbX8 V °=wl b x b PLAN AREAS T. IQQU 5X13.5 5 1/2 X 13 1/2 GLULAM 2 2 23 {-I GAR I 13F 4 X b MAIN FLOOR 2,119 SQ.FT_ OWNER APPROVAL �OFWASy-ft1' BASEMENT FLOOR 1,386 SQ.FT ♦ 4° ,'. 4 L 5 1/2 X 12 GLULAM 2 2 24 H E. AT ram TOTAL LIVING AREA: 4,165 5Q"FT. t % ' «, y 14P b X 8 BUILDER APPROVAL •* �r + GARAGE 584 SQ"FT" it 41310 ji. DEFAULT WOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL-SEE STANDARD STRUCTRUAL SPECS PAGE. -- °0 AN l `'1./.• , 0 DEFAULT BOTTOM CONNECTION ON PLATE:(2)FG OR(2)A34 WITH SCREWS,OR(4)tbd FACE UPPER_DECK/COV. DECK 149 / 193 SO.FT. PAGE: NAILS. 'DEFAULT HEADER MATERIAL I5 DOUG FIR#2 OR BETTER. -- �� ' x A i DEFAULT BOTTOM CONNECTION ON BEAM:(2)FC OR(2)A34 WITH SCREWS,OR PCZ. *2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN"L"CONFIGURATION. LOWER DECK 355 562"FT" "k. S TA Kt e5 fat 5-azi. •.;i L DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR ABW,OR CBSQ. 'DEFAULT TRIMMER,USE(1)2 X STUD OR SIMPSON LUC HANGER EACH END. __ -I TC115 d tJ L.Y ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 5/8"ALL THREAD,EPDXY 6" `DEFAULT KING STUD,OPENING S'WIDE AND LESS USE(I)FULL HEIGHT STUD EACH END PLATE TO PLATE. STORAGE UNDER GARAGE 481 SQ.FT. sf INTO POST BUTT,AND 6"MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET *DEFAULT KING STUD,OPENING WIDER THAN 6',USE(2)FULL HEIGHT STUDS EACH END,PLATE TO PLATE. OR EPDXY. DESIGNED BY J. SYKORA, GPBD rn 15'-5 1/2" - 15'-0" R SIMPSON OFFSET � N 64951/TX12"PT GLB GLTSKEWED —�.-r- -il ' us " , 11 _ , „ 1 SIMPSON OFFSET - r 15 6 15'-0" SIMPSON HUL5.125 72 GLT SKEWED r © �I rf 1/4" = 1' U.N.O. I 4¢FwEp 849 5 1/2"X 12"PT GLB I _.--' .,------Cr B49 5 1/2"X 12"PT GLB 1 1 J, IL A8 0 ui SIMPSON HUG5.125/12 -, r , „ 1 u SIMPSON OFFSET r l r r r r r r 5 SKEWED T ,r - r - _' AS . - K 2� F-- ir 19 -6 23 -01/2 - -19 Z 849 5 1/2"X 12"PT GLB D r CUSTOM BEAM HANGER GLT SKEWED v, - r. r r SEE DETAIL D44 ON PAGE A8 �� _ ft4 -CO , 5 , Y �� r AB I r r 61851/2"X24"24F- ' r 448 7"X 11 lib"PSL TREATED 2 X 12 DECK JOISTS 16"O.G. 1 SIMPSON HUGS125/12 - '" , VS PT GLULAM _- F j 0 SKEWED r nY - . 5/4"DECKING(TREX OR SIMILAR) - r r , ,- CUSTOM BEAM HANGER a .r-- - -, r , I(MIN BACKSPAN=1T) _ 1 0 r / o TREATED 2 X 12 DECK JOISTS 1 b"O.G. / s, ^/ 1 I -rr - A8 TREATED 2 X 12 DECK JOISTS 16"O.G' �O o .I i 4 i r �.. SEE DETAIL v44 0@ PAGE AB w' V �/j 5 1 / 5/4"DECKING(TREX OR SIMILAR) © 60B 5 1/2"X 24"24F- _ _ , r 5/4"DECKING(TREXORSIMILAR) T2p � III �r _�� 51MPSON GLT SKEWED A AB V8 PT GLULAM r - _- _ / 2 if - II I LEDGER /' ' ` DOUBLE JOIST FOR CONNECT TO POST WITH $ S d ``,1/j CHIN BALKSPAN=iT) �A4 4,B 5 1/2"X 15"GLB 2 r r FIREPLACE SUPPORT 53B W16X50 STEEL A8 AB 1 ;1 ,�(2)5/8 X 4"LAG BOLTS. u' TREATED 2 X 12 DECK JOISTS 16"O.G. r ' _ - A4 �L-- T� �_ „ ; _ , - i ,r (fl (MIN BACKSPAN=yr) _ .__._. I,y_ __.._, -____._J,� —LEDGER ~ _ M1_�' l2P- 3-8„ - - ,^ CONNECT TO POST WITH LEDGER jII T4P 59B51/2"X1B24F- - x - I I --_ " � ___- f (2)5/BX4"LAG BOLTS1TOSTTH�'" SIDE CENTERED ON BEAM '- -- - Fr -' I 45B 5 1/2"X 18"24F-VS 438 1I3/4"X 11 7/8"LVL—� ,2P'F ---- __L- -- - EMBED BEAM IN 2 X B WALL, lam. A$ k '' A8 (2)5/8'X4"LAG BOLTS. ( \ .. MIN 'arrSPAN-169 LEDGER -_- -- -- -- --� _ �A24 FIREPLACE / 7� -1� _ u J L J L J L J L J L J L J L J L J L , L J L 1 SUPPORT + 1 ¢ CONNECT TO TOP PLATE WITH ,4P J I J L J L. J L JL Ip i li _ _ li, CO 5 12P LSTHDB + -1 I (MIN PT GLS LAME I ® /POST INTERSECTION I I� - --- -Y_ Ab O f 7'-$1/2" 51/4 X STAGGEREvi ^� ! _ -. -' " -.. ^ �' $4B W16X50 a 1 © 5D 3• 1B•• / • /V AB AB I- © GONNEGTTOPOSTWITH Jf 1 6 43 11 l QQ 1 8 "I" JOISTS 16" A4 526 W16X50 ,q8 ; : r _ �jl,'L �/ - - -__ C. -__ - 1 - ^ R R _ 8 B (MIN P�4LePAN= _ _1 A J L J L J L J L J L J J J L J L J L A4 G516X32"STRAP,EACH N D59y y \ 8 1 3/4"X 11 ,/8"LYL �/ STEEL BEAM _ .. T I l G 60 ----------- _1 -•, '; •- SIDE CENTERED ON 8 I I. .-v a.r. ,-. • : - . /POST INTERSECTION�M (ArJy \ArJ� l 0 (MIN Wry PN 427) � . 11 ROOF 468I51/T'X lb"24F-11 13/4"SUBFLOOR �, OG 1T1-♦ • - - -r — -- I �— -I __._ -_,.., Q - .. " I O , I CON CONNECTED W TH SOS ON 1 r • I { -f % AS ' I MINIMUM BACKSPAN IS 12'. EMBED IN WALL IF BEARING ON 1/2" 18"MAX STAGGERED I b '• • . I 15'-7" 7'-5 1/2" 518 3 1/Y X 11 ,/8"PSL - a I SILL OR WALL PLATE,CONNECT WITH LTP4 AT 36"EACH SIDE - I g" LSTHDB L5THD8 •• r. " I IF CONNECTING TO STUDS,USE A38 AND SCREWS rip. I f'' JL Jr BASEMENT SLAB I ) �_ - r' I - I BB $V4"X 11 ,IB"PSL AB EMBED B AO TOP PLATE WITH J r r r r ,_IL J L J L J L J L J.L J L J L 2 ": NN T B AM T WA T P 1 . 11-I l8"BGI b000UBFLOOR OISTS 16 O.G. -� - - J L \J L J L J4 1 J L J L J L J J L J L J L J EMBED BEAM®2 X B WALL, • 51MP50N GLT r -1 ... ,- .1`___, rIM �GLT r / 11 e D59 I D59 CONNECT E O LL O ,� .I( _:F _i! -_ LPL JL J L J L ! JLE L SOS 1/4"X3" 16"STAGGERED. 141 © © SIDE.IF CONNECTING TO 5TUD5 _ \ _ _ _ _ __ ,p INSTALL 2 X B NAILER ON TOP SIMPSO�I - r L r r r , r r r , r , SIMPSON GLT r �-CONNECTED15"MAX IT STAGG SOS ERED. LSTHDB I I LSTHDB 411) USE A35 AND SCREWS TYP. �I I IL -2X6 PONY - - ---' - - - --- r , r , r ,-r ,:r r r , r J r �r , 1 ,1 / ,'. 1/2"®1B"MAX STAGGERED. e PLATE WITH LTP4 AT 36"OC EACH J/ I 4 $1 B 3 1/2"X 11 ,/B"PSL I AB P NFU I b IINSTALL 2 X 8 NAILER ON TOP SIM SON W I I I I I I •, I �� SD X 1 CONNECTED WITH SOS 1)4"X 1 _1 3 - k I • I Ft I I I B �4 1 �� 1/2"@ 15"MAX STAGGERED. i lil • L J L 11__J L L _�I L, PSI- _� _ J:LJ I GONNEL7 BEAM TO WALL TOP Cn B ( AS I EMBED BEAM IN 2 X B WALL, a �, 1 11 7/8"BC!6000 1.8 "1"JOISTS 16"O.G. I - I - '") ' .PLATE IF ITH LTP4 AT TO STUDHS (�! 6 /// _ r 6 SIMPSr , r- ,•r I CONNECT TO TOP PLATE WITH I 3/4"SVBFLOOR bI _ SIDE IF CONNECTING TO STUDS • 5r. f 51Mr rr f I ON GLT 4 I SDS 1/4"X 3" 1B"STAGGERED LSTHDB LSTHDB m -® _ . I _ ` ____ _ _.. PSON GLT , r AB , r , r , H I I I I IR 1 USE A35 AND SCREWS ttP ^ N A u O !, , , r ^ ( 5/BECT TLAG BOLO POST WIT 11 l/8 BC! 15T5 1 G. 436 1 3/a' I — —1 A4 4Ij_ Q LEDGERI "-- .•�IIm " 13000UB�LOORO6" OX _BEA WALL I 10 A8 • 10 :• i 1 'X 11 7/8"LYL b 72P er ,-._- '., I I I I AS - A4 IV -— — — — —. — ._ _BEARING WALL- - _ j -• - - - - - - - HI ` L _( i T S �-,1P . 'V— . A8 T T = • 'I, J I,tP . .. I 1 L., vA8 J (1)5/e"X6"LAG BOLTII t _`- - - �� -- -- _- - - J CONNECT TO POST WITI— Ji�.'. , r , 11 l/8" BGI 6000 1.8 "I" JOISTS 16" O.G.LSTHDB 11 ry LSTHDB " v I 3 J L J l JL i O 1_ I _ �I .. CONNECTWITHTS22 (V 3/4"SUBFLOOR L - - _. CONNECT WITH T522_ - - - -_ STRAP FOR UPLIFT'1 A4J \A4 I D 51MPSON WP I Q STRAP FOR UPLIFT I J /+ _C1 \ BASEMENT 5 A8 \A4 Z J)A4 ® BEAR IN BEAM POCKETS"MINIMUM. IYQ�_ I _ _ _ 1 - x. '.' 1 SET OR TWITH(2)5/8"X4"WET ] �. ICI 2 X6 PONY WALL _ _1r� - - ' jy� �--- J SET OR TITEN HD ANCHOR BOLTS55B 3 1/2"X 11 ,/8"PSL BEAM f LlZI 6 iMR4� f / CENTERED IN WA L r' IbJZ (11/ ' -- - - - -( - - - -- L- -.•` I- 1 , 1 b , I (FLOOR SUPPORT) r Q/ �/li/// o — —� 'l— — — I A8 [ 1I I - RECESSEDSHOWER A8 (VI 1 / -- I Zj - I _a s Ji J}�JIB J [ -II- J e r I , 1 JI I JY- J' JJ, .'+ • _ miki// /// / N ( P �,iPFI FLOOR FRAMING OVER LOY�IER STOR, GE 2X,Di�/ 1 � - 1 y � 3P, L 3t� 1 b'-8" _.7-43B 1 3/4"X 11 1/8"LVL �A4) I A5 I 56131,410X12 STEEL BEAM 1 I w - I 14' O" �' O" I (PAN DECK SUPPORT) PAN DECK SUPPORTED 7 1 FLOOR DIAPHRAGM - HOLE THROUGH PAN BY4"CONCRETE LEDGE I V DECK FOR DUMB WAITER - I SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, USE MIN., 24 OG RATED, APA STURD-I-FLOOR; EITHER I y1-OII "1-� n o 0 3/4" SPECIES GROUP 1, OR 1/8" SPECIES GROUP 4. MAY BE OSB OR PLYWOOD. GOOD FOR 130 PSF, TL I O I m AT SIDE AP5USEPUNLHLOK B - I I lL_ LU @ L/360 DEFL. I ?-1 NI- ITOOL,BUTTON PUNCHES, A5 z /� - 1 SCREWS,OR 1.5"TOP SEAM EL 1 SHEATHING: WITH JOISTS AT 16" OG, USE MIN., 16 OG RATED, APA STURD-I-FLOOR, MIN., 19/32" THICK. I f`! A4 1 - I ® I �j WELDS AT36"MAX SPACING. A$ I - A MAY BE OSB OR PLYWOOD. 60OD FOR 245 PSF TL @ L/360 DEFL I 1 m 10 1 1 I A5 I H SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) I p \A4 A4 A4 A4 C ( 4 I W to W ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS 1 _ L _ — 2x6Po@YwnLL_ Q r I _1— r 8 I B 5 57B W14X22 5TEEL BEAM - 5 I SUPPORTS. I _ A5 A5 A5 A5 / 1\ r\ A d � 0 r/ 1L 1— =1� _ ! - - - __ 7 - - � - - I (j 1� ri 2 X6 PONY WALL 1'i -0 6 -O - ' I \A4 �/ NAILING: GLUE, AND CONNECT WITH SD RING SHANK NAILS OR#9 SCREWS, AT b" EDGES, 12" FIELD. iy AS A4 ' " I — \ 0 BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS)AND CONNECTIONS TO SHEAR WALLS 11I1 ( BY4 CONCRETE EDGE MINIMUM 'AT SET CONCRETE rEN HVHS B V BEAM POCKET, r z BELOW- -I 4 (3) , r ,T - T" T .-TT----TI' T _.'lT._-_ CONNECT WITH 1 \ ■ yy 6 _O Ta X6THROUGH I m U-I {� F (I I BOTTOM FLANGE INTO CENTERLINE OF WALL I (V MJ LU o < r•1-- 77 \ -. lL AB I I S (Tt'PICAL OF 6) DPGK DIAPHRAGM I aAb O 1586 W14X22 STEEL BEAM I A5 I SEE DETAIL4 ON A - DECKING: USE R SITE DECKING PER ARCH., MIN. ACTUAL DIMS: 3/4"X 3.5". I- DECKING ATTACHMENT:O SE DECKING KING SCREWS, LENGTH TO ENSURE 2" MIN., EMBEDMENT INTO O -� 141-, — 3 r I o I PAGE AS ' a m J 1 e 5 AT SIDELAP5 USE PUNGHLOK FRAMING BELOW. I in 0,4 I A4 A4 I a I a I� - JCO A5J I 438 1 3/4"X 11 1/8"LVL AS AS A5 TOOL,BUTTON PUNCHES, U5E 2 SCREWS PER DECK BOARD PER FRAMING MEMBER. AT DECKING SPLICES, CENTER SPLICE I I I I SCREWS,OR is"TOP SEAM COX6 PONY WALL - B 4.1 T - 7- — - — — - O WELDS AT 36"MAX SPACING. OVER FRAMING MENBER AND USE 2 SCREWS PER SPLICED END. I C 1 1 _ o I A5 A5 BLOCKING: NOT REQUIRED EXCEPT AT SUPPORT BEAMS. I - - _ - - t7 ` - _ - 1 - _-_-*' - - n 1O b �- - - - - - - AB — 3 A8 I " I PAN DECK SUPPORTED — 2X6 PONY WALL- - m A5/ , BY4"CONCRETE LEDGE I f ~ I1 _ - - - PAN DECK SUPPORTED 'a `" p 60001.8 "I"JOISTS 1b" O.G. V 1 L - �1 I- BY4"L CONCRETE LEDGE waaJ A5 I zzou 11l/8' BGI3/4"SUBFLOOR 1 a i I - - - - - --7 - LI,W HZO ,„_,, 4(- 1) 1. 1 (A5)4 I IF b I a� J- JL.. -L_L J1 J.�. _._„L -- ._JCL _J..-- JNU JLL J J _ILL _ILL J_E _..L _ 1 _ J1, _ L JL JLL J J_L J__ _J1 '_'"d''- t. J I 23,-011 DpX==> 1 cm N'jo„a J `A5/ = x. ■ . z3wa 41.-0" ■ii 3 A5 �aAro !Y D y �=o w=wo oo��o FLOOR FRAMING OVER BASEMENT 0 1J WO O ir a � p DECK DIAPHRAGM FLOOR DIAPHRAGM 2gu 2'4do DECKING: USE WOOD OR COMPOSITE DECKING PER ARCH., MIN. ACTUAL DIMS: 3/4"X 3.5". SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, USE MIN., 24 OG RATED, APA STURD-I-FLOOR; EITHER F¢pg DECKING ATTACHMENT: USE DECKING SCREWS, LENGTH TO ENSURE 2" MIN., EMBEDMENT INTO 3/4" SPECIES GROUP 1, OR 1/8" SPECIES GROUP 4. MAY BE 05B OR PLYWOOD. GOOD FOR 130 PSF, TL FRAMING BELOW. @ L/360 DEFL. GAR* USE 2 SCREWS PER DECK BOARD PER FRAMING MEMBER. AT DECKING SPLICES, CENTER SPLICE SHEATHING: WITH JOISTS AT 16" OC, U5E MIN., 16 OG RATED, APA STURD-I-FLOOR, MIN., 19/32"THICK. OWNER APPROVAL �� ofW iNc-Q OVER FRAMING MENBER AND USE 2 SCREWS PER SPLICED END. MAY BE OSB OR PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL. 'gyp '' BLOCKING: NOT REQUIRED EXCEPT AT SUPPORT BEAMS. SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) f; • r 1. ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS BUILDER APPROVAL (� r, SUPPORTS. YY �, Rt J NAILING: GLUE, AND CONNECT WITH SD RING SHANK NAILS OR#9 SCREWS, AT 6" EDGES, 12" FIELD. t-vIONALY--,9"' BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS)AND CONNECTIONS TO SHEAR WALLS PAGE: BELOW. 1 virims aacv 2 0 1 STAKt 6 int 57Q.ucTut4c -1T€r15 o i. ..y DESIGNED FRAMING NOTES J. SYKORA, GPBD Floor Joist Blockingper IRG 502.1 2" Funnel Flange P Kr 4 r DRAFTED E (Seismic Design Categories D1 & D2) T t®�,_ r REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. ni CV / HARDI-PLANK SIDING m BC' Joist ( �) 1'F.E"� Blocking Supportslveto1Ya" TYVEK HOUSE WRAP COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF its SCALE_ 0 thick flanges 1/1bO5BSHEATHING 1/4" = 1' U.N.O. ITS (1 FOUNDATION/SLAB/JOISTS BLOCKOUTS. FLASHING a ADDED 2 X BLOCKING o Cil f - FOR DEPTH \ _ - DECK PLANKING FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR Z I r 1 -21 19 US. ` �y ,Iruili�l 2x12Pr.�oisrl6'o.c SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND �i A Patents S �, "` 4 51MP50N ZMAX LU5210 SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR 3!1(1 - - II III . FASTEN 2X F 1 LEDGER WITH _ \� s j rn. .Intermediate ��,, "l 1 _ SIMPSONDMZASREQUIED ALL TRU55 TO TRU55 & TRU55 TO BEAM CONNECTORS TO BE earing ` 15 (4)LOCATIONS EVENLY DISTRIBUTED� In 0 INSTALL(1)WITHIN24"OFEACHEND DESIGNED BY MANUF.(WALLoRBEAM) Nailing perlocal _ = i r'^�� (`J1 code provisions iv-,►„---_, 2 X 12 TREATED DECK LEDGER L I Typical ITS FLOOR SHEATHING TO BE 3/4" COX OR OSB STURDI-FLOOR T&G, GLUE (n 1 Installed on LVL AND NAIL IN/ RING SHANK Sd's @ 6" EDGES & 12" IN THEFIELD. FACE W 4 1 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" > ( CONTINUOUS BLOCKING TOP FLANGE HANGER DECK LEDGER OSBOREQUAL. A' Al Al Al 2. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. z` ri 1"for 2x'S PROVIDE BLOCKING BETWEEN I JOISTS AT INTERIOR BEARING 111,s for 3x's and 4x's I-- i---1 • LOCATIONS WHERE THERE 15A LOAD BEARING WALL ABOVE. le 7-7 3" INSTALL HURRICANE TS AT ALL TRUSS OR RAFTER TOP PLATE• 1 i t •H z� •Th 1 Lateral EXPOSED WOOD ALL WOOD EXPOSED TO WEATHER MUST BE rW �' 1 °1 .ram o ky N, PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE \�� " C0 ) 49 LABELED ACCORDINGLY. !RC R311.1 & R311.2 0;,n " 1:11 FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND Nail Boise Rimboardt L� FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED t; O N to BGI®joist with Sd night °- GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. z tr nail into each flange. ;ate Typical ACE WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED z ? I+ W — cl B Installation al b sy W z WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRG R602.11 p 8GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN HEIGHT 3 a o 1 AlRIM BOARD JOIST HANGER B R AC POST GAP WHERE THE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. COz n_ A Al A Al A RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRG R312.1 . LI PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF Z 23/32" MIN. PLYWOOD/O5B Funnel FRAMING INSPECTION. 0 OR RIMBOARD CLOSURE. Flangee' ., Di I ♦ IL♦ "I1 F Locator ` ° T_._ Tab 1— NAIL - ll_l 1^11TH 8d NAILS II, BGI® 1015T BLOCKING ' • W Q w INTO EACH FLANGE. t/ —RE&UIRED FOR CANTILEVER. •• re _ 0 4 --....04 c,• lL 1L M1 v` y N e (10 1 w UI p ♦/ 4 • h PLATE IS 1/4"THICK O `l li a I WELDS ARE 1/4"ALL AROUND . (^� i in o f o q CANTILEVERED JOISTS 6 I -JOIST HANGER 3 ABU POST BASE °LL?~ AlAl Al 21/2"X1/4" SD55GREW5 J =°ou z a Er2o Iii KFZU NUMBER AND LOCATION OF SCREWS A5 SHOWN (20 TOTAL) 081 l Q U�U�Nos m PLATE IS 1/4"THICK 1/4-D w8o0, 2 1/2"X 1/4" SD5 5GREW5 3" 3" ' WELDS ARE 1/4"ALL AROUND Z r°aw„ z'oaaz s in' H Q¢�Fo 0 wwzwo i § zo1zo izaci§ / „i;71 N wua LL__ 7 re 9orw, �__ ' __J / moo, ¢zm O a43- RECEIVING BEAM BEAM s zed �` °J 5 1/2" HUNG BEAM - p, kti ::: ::f sr* BEAM TO BEAM END banes WW2* STAK? 6 Fay. s110CTue,al. 4744 SCALE: 1" = 1' PAGE: -11Er15 a0cy FLOOR PLAN NOTES DESIGNED I TYPICAL HEADER J. SYKORA GPBD ry SMOKE DETECTOR EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED DRAFTED BY: of HEADER LESS THAN 5' - " IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA N _ -_-- 13 0 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, „ , „ REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE1,3 G516-FLOOR TO FLOOR HOLD DOWN --" 15 -0 - - - - 15 -0 __--- BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE --- -'- MIN.,CAPACITY:GOOD FOR 1705 LB TENSION. DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE SCALE _. '�'° STRAP:USE L516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED I m UP ABOVE AND BELOW RIM J015T.FILL ALL NAIL HOLES WITH IOD. 2 j ' 1 1/411 - 1' U.N.O. IF STRAP FALLS ON HEADER OR BEAM BELOW,NAIL TO HEADER OR BEAM AND W RAP AROUND BOTTOM IF m IL IL 4 /, 2 SHELF AND HANGING ROD. A 15 NECESSARY. A 14, HEADER LESS THAN 5' END DISTANCE:13"MIN.TO EACH UPPER AND LOWER STUDS.APPROX TOTAL LENGTH=26'+DEPTH OF FLOOR SYSTEM. J/ha _.. :,-)A, F / 7 n a !/- 3 BUILT IN SHELVES. 1-21 - 9 za. (1)KING STUD FROM 19' 6", 23' b" TOP PLATE TO ' L/ 1.1�" 3'-10^ 0'-3^ BOTTOM P-nTE TIM MULLION 4 CABINET-OWNER/CONTRACTOR TO VERIFY. ' (1)TRIMMER /^129-310 3-10• USE 2,2X6,CONTINUOUS BOTTOM PLATE TO TOP PLATE. 1 4) ' —� 8'310 $431 3Lg0^ 0-3„ HEADER(S)MAY HANG ON THIS WITH LUC,HUG.HUGQ OR SIMILAR. 3 - ;. ' 31070 37022 2 Al 5 ,f EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 /I/ J /"C30- 37053 to• 25/b^ n 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" 'V ry 4X ib -- 2 70 31026 ® HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. \\\ �'�'•� 0 o I I _— YV34-31070 2•a30," n `1 t ,. o m m _ m ® @96'MID 4X 76I ' 0•_3" 4'-0" 0 N �• DECK /// a tar UPPER WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH N I@13I' @96°MID 4X 16 I16I 34022 ! _ ,105QFT b ASACLOCKTIMERWITHAZONERATINGOFISORLESS. O \�1.JJ/ m a 132-UPPER -0' :I'm 0® y.44t�22 .. y14 . 13 m ("��0 om z w 1T139- V'i - '� 40'IO oTiM 13•-0••�.{f 2.-o•�,. �./ Jm5 a®zUPPERa@96U PER Fm o A 4022 - _ ' M m , ` W483046 W50-4646 wS3-3026 mm FA.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T 8 G PLYWOOD. ibI 2-3046 EXPOSED FADE AND SIDES TO HAVE 1 LAYER 5/B"TYPE"X'GYP.eD. NO FURNACE SHALL I 1m m 4 3m o N o m 431-4022yN38-4p70_ - rFir 1 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, Lin @ 132' a. I o b-4070 —_ 16 916III -}-' - .0 ,p BATHROOM,OR CLOSET. PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF _ HEADER MORE THAN 5' in MASTER • MID w h61 0 ,J 4xOW ® o_ m m FURNACE. /' /1 d' tt it ' BEDROOM 1 13Y'UPPER BEAM ABOVE Y - O O `,f f 3 O o 1 15 HEADER ' v h W45-3618 W46-3618 W47-3618 m @96"MID @%"MIv @96-MID 4X I m N m . 1b i o m 4X 16 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE 8 13]°UPPER— _ _S i3z UPPER— S 132'UPPER @%'MID I IL I INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES x r p r1 G W 132'UPPER 13]'UPPER v - - m 2<I'I ^!Q FT O gate RID ,` rR'..: -. _ •r• --.._. -.. 74'-1n _r _.. _ �`+ IL IL ry @ 132" lig • W 13 4 ii tar UPPER 1 t•-10"+ - - _--- I I Q RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, V I m 2 I END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE ° 13 Ite 13rUPPER 13rUPPER Es 132"UPPER KITCHEN 9 J I `� Y STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN 5 °-f I '� do.DOOR Ro 1m I 260 SO FT ; I 1 EARTHQUAKE ��l 6 n w o I - I r - _rt -I 5 PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT 8 COLD5HUTOFF HEADER MORE THAN S' A56 - .m-_m._- 4X --_ -_.. _. ____. —___ -. ___. -..- --._-_ -__-._ __ b _ _.. , - A16 m m m I „ m :u ''" § I I r„ I S 4 �.' CONTROL VALVES 8 WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL @ t3z snort°ET. IiT_ -- I I I rc w I o /I T°o 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF 1.a (2)KING STUDS COi ? O 1 ----- I _ o I I I I Z i I r - THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR m FROM TOP PLATE TO_---. Lj .@DOOR Ro I '^. ,» I = I I - EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF _ lOP I '^ I I Vim- •-1 I SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. .71 BOTTOM PLATE o (1)TRIMMER EN 2880 2880 BARN DOOR I # - - ---. to I I It' I I I § i I D _ _ / I GREAT RIB OM ` I Lo „ I I MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE o I 4'-0" I = --- 3'-b' L - 3'-6' I PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 g 485 5Q F I i I I€� " F�,v I p I I _ C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW m 4X rc -.� - i DINING T L J - (V OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS4INCHES. DRYER,KITCHEN, I in o m I 254 SO FT 9 10 AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK w ('O m m pi o J iv I x m 3'-O" � m PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE @t1r Vr'N o ! *SET KIN ? yY' ! m1 CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX 'LmI I MASTER •I3 I '+I P `" A0 - CONNECTORS NOT EXCEEDING b FEET IN LENGTH MAYBE USED IN CONNECTION WITH t \I ' Q FT ; m "4 DOMESTIC DRYER EXHAUST. o m I BATH _ I -'1' COFFEE BAR, _. z J t ]3b ,n 1!550 FT - - 22 3 IN ATTIC @ nz I �} m I , ";q DOUBLE "x 0"M AGGE55 TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 2 6 8 1/2 - - 3080 - { - P OVEN a FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" m I `: MICRO J 11 PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- rI- ° WINDOW W/ 6" P05T b I I I =2880 Er STRIPPED OR SEALED TIGHT. m 3 q _ _ _ �pID r I IL OPEN RAILING 5-O" BROOM I GUARDRAIL 36"ABOVE FIN.FLR. INTERMEDIATE RAIL SPADING SHALL NOT n MW1T04S L m I 1 - IMIIIIII _I I 10 I I I SMOKE CET. 8'-1' .. _ _ ¢r J C I I I I GAT .. 7_0• _ 12 ALLOW A 4"DIAMETER SPHERE TO PA55 THROUGH PER LR.G.SECTION 312.2. --m o23 5Q FT J^ PRE MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE CONSULT WITH OWNER FOR 1 I I 1 I I I , O . STAIRS I I _ 10 HAL J nt.E 10 3 i; TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO - m o o m Oil?,- o.E { _ 2880 �'- I 4 11 SO FTI I I I v - ry 30 SO T O LAL°. - 13 MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE W m m I KY SURROUND 8 HEARTH MATERIAL. .. < :ET _�OSET { CLOSET I I I EN'O.FT "OWaFTm 15 , 5 _ FT QZZ 12SQFT Av SQ F7 �y RACK @%' @ 96' 96' 14 L NOT- ® '"P'"LEO6E FSTAIR HANDRAIL 36"ABOVE STAIR NOSING.INTERMEDIATE RAIL SPACING SHAL mNEN 2e5080= { 16 ' -�76 761--t--�'� �L „�FuarsouT16 `I- 4'-0" 9 - ALLOW A 4' DIAMETER SPHERE TO PA55 THROUGH PER I R C.SECTION 3122. Cn_ • @voo� vo�o P TiP Q(i)TRIMMER 0 - ul 13 WALLT096" @DOOR ROO - 1 -� - 3FROM TOP PLATEDTO a 'p _ SHOYvc*. _ \0••b W04•-0 Ol0 0 3" WO4'-0070 I 'iv(2?D `VI 4X ® 4X 71 3080 �To I - - - — t 1 r� GARAGE FLOOR SUFAGES SHALL BE MIN.4' CONCRETE SLOPE CONCRETE FLOOR MIN ® e W01 167� 30soRG u, I I `�1T BE- --1^u HOOKS ABOVE '1 TiP in 1/e"PER IT TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. BOTTOM PLATE b'-8 1/2" I _ .o ,Jo 90 5Q' o O d 1 8 f 11 P - - - �I _ ll■■ I ■ WI a B US BEDROOM m 16 0—� 14,-0„ 3�^--�--16 03 3 13 m _ ATTIC ACC ` 16 TEMPERED GLASS V @ 96" _ 11 m m j —Q o CV L J 1 BENCH n 151 SO FT �1M rn 11 20 MIN.FIRE RATED DOOR IRG R302.5.1 u..9 t 1 t 1111111 _ _ , _ x ;. o j 1 D,r, - __ 12'-3 1/2" - @ a - RD ■ 0 4X 1 8 SEPARATION REQUIRED BETWEEN THE RESIDENCE AND THE GARAGE NOT LESS THAN `� p 15 - - 1/2"GYPSUM WALL BOARD SHALL BE APPLIED TO THE GARAGE SIDE.WHERE THERE IS [— /•� II cc., „ 5It s"°"E°ET HALL n n ell- m @ DOOR RO HABITABLE SPACE ABOVE THE GARAGE,5/8"TYPE X GYPSUM WALL BOARD 15 Z 8 ■ ILI WINDOW W/ 3" POST b ®% 1 1545Q FT �I m III � ■ �_ REQUIREDON THE CEILING AND IQ"GYPSUM WALL BOARD IS REQUIRED ON THE1.11 �h ILIC] - -. b SUPPORTING COLUMNS.WALLS AND BEAMS. IRG R302.6 - A1E; Q 1. — I- immoloulumio -� TRELLIS OVER THIS AREA o _ -- - O ;pi A16 3060 %. e 1,'-011 GENERAL NOTES `� I�INIM ��MINII z �c I,I 16 ra I o-3" a-3• • I o•-1r �D 15 GARAGE \ - 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE v 3'-b'— 3'-6 X I� (II) 1 S q W08 3650 W09-•650 W70-3050 (V 574 SQ FT _ _ w O �l m IATTIC AGGE55 I -� ( -- v 1 - (V 5"CONCRETE SLAB ON PAN Q r IIII @ POOR Ro I 0? 3080 DECKING SYSTEM 2 ALL HEADER MATERIAL TO BE D F *2 UNLESS NOTED OTHERWISE N CONGEAL FLANGE b'-O" o I_ 1 1� HANGER EA.SIDE 1•-5•• -' 4X 96" @%• 4X ®%• 4X (`! er Q _ ^ ' '{ W7'1-3050 5 $si I o �/ go Ro ry 3.VERIFY HEADER HEIGHTS. 1L v � Q 3080 _in. 2880 ;-: 0 0 (2)KING STUDS ® @%• m@DOOR RO 6_0 4 ALL EXTERIOR WALLS ARE 2 x b 16"O.G.STUDS, UNLESS NOTED OTHERWISE. CO FROM TOP PLATE TO 1 01-0" p I UEST BOTTOM PLATE m TH _ I - 5.ALL INTERIOR WALL5 ARE 2 x 4- 16Br' "O.G.STUDS, UNLESS NOTED OTHERWISE. s GUEST BEDROOM ' 34s T STUDIO I I■ UI rs, in m m 0/ X 60 50 FT 00 5Q FT c @112" s,.,OK,OET_ „.,_.,,. INcwvEEXHAUST FAN I 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 7 � I -- m O 1 1 ` 10 _ ® I DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNE _t ,P. �� I I I - .. __ .. -I @DOOR Ro Mit s LOCATIONS. RFOR 7 M T5 I ' I WSW78 All O -p 0 (h m o ~ BATH/ 1 4 z v N — —4X @DOoft Ro— — — vrsw.v !!!!„, , o m4X 2m tit 1NI@112'f ENERGYGREDIT1aZ 0 m '� _ SHOWER c , ; 9080 . , FFICIENT BUILDING ENVELOPEHEADER SCHEDULE m c, ° I zo'-b° x ( EWINDOWS: U=0.28 o vb _. ___I § 4X 11'-1 1/2" 2 t„ 5 0" \ L ( X a 4 q,0 ry _I t_6 I 4X @ vooR a Mt)FLOOR: = R-38 INSULATION ENvwFFRsm V — TRIMMER KING STUD, EACH END @!1r �I a t_ 9080 _- - -SLAB ON GRADE R-10 ENTIRE SLABoa MARK SIZE/TYPE MARK i m 2 I =3 i J ' l - - t -STONE POST BASE ;2015 oz' { (IF BLANK USE DEFAULT 3E60W1 (IF BLANK USE DEFAULT BELOW) - - L - �� ENERGYGREDIT2a �� 2 X 6"L" GONFIG. �' FURRED OUT UT WALL BELOW @ 4X @ to"" opoE> FURRED WA L BELOW 4X Tom/ 2 -1'-9'. 9-O 1-9 AIR LEAKAGE CONTROL & EFFICIENT VENTILATION it iw=Do J 2�. o�U„w 4X6 OR 20 H e 1 m=oza -4 X b DF#2 + A14 -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR mow' - .-.�_�. ZJZYW Hopi 1F-6- ' W1S•6. 5 3-0• 3-0016 E?d o i1P W12-3016 W11-3 A I __ I I I { I 4•.1 1 -WHOLE HOUSE FAN PER SECTION M150'1.3 ;,3awa I 2 X 10"L"GONFIG. 4 o'b' A14 ENERGY CREDIT 3a O MI6 �w�� 4X8 OR 21 H 15 A15 12' b" 12'-b" HIGH EFFICIENCY HVAC EQUIPMENT -i6M 4X8OR(2)2X8 ,- „ 25' O'I GA5 FIRED, PROPANE, OR OIL FIRED BOILER o,=�= 41 0 bl OII =a=D 12'-O„ _ WITH MINIMUM AFUE OR 94%. oa (2)2X10 Z 151 4X10 OR 22 H ENERGYGREDITSG mof"POST SCHEDULE oo4 X 10 OR 6 X 8 MARK MINIMUM SIZE A TERNATE5IZE EFFICIENT WATER HEATINGawunveuxCONNECTORtrcz GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. $m< H o, 5X13.5 51/2X 131/2 GLULAM 2 2 23 H lOP (2)2X4 4X4 X -Iw NZ (2)2X6 PLAN AREAS pU I71P (3)2X4 OR _lit 4X6 MAIN FLOOR 2,119 SQ.FT. 51/2X12 GLULAM 2 2 24H GAR,p (a)2xa OWNER APPROVAL srofWASy/yjSO 12P (3)2X6 OR BASEMENT FLOOR 1,386 SQ.FT. 4v -•. F� Ar Co bx6 TOTAL LIVING AREA: 4,165 SO FT / - - - BUILDER APPROVAL i ",i ., -r �P] 4 X 6 - - - -- �' , �„ GARAGE 584 SQ.FT. 1..• q p,�2i8I3 -- -_._ `DEFAULT HEADER MATERIAL IS DOUG FIR#2 OR BETTER. "Y 'Q%j 1t� / 74P b X 8 `2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN"L"CONFIGURATION. (ONA1"b-.�. 1�21gt9 DEFAULTW000 MATERIAL IS DOUb FlR%]OR BETTER. DEFAULT STEEL-SEE STANDARD UPPER DECK/COY. DECK 149 / 1935Q.FT. PAGE: STRUGTRUAL SPECS PAGE. DEFAULT TRIMMER,USE(1)2 X STUD OR SIMPSON LUG HANGER EACH END. ., `DEFAULT KING STUD,OPENING b'WIDE AND LESS USE(1)FULL HEIGHT STUD EACH END PLATE TO PLATE. 'sMrMI[i B__ ZO I DEFAULT BOTTOM CONNECTION ON Fu1E:(2)PC DR(2)A91 wITM scREW5.OR(4)lb*PACE - - -- -'"-- NAILS. LOWER DECK - 355 SCR-FT. `DEFAULT KING STUD,OPENING WIDER THAN 6',USE(2)FULL HEIGHT STUDS EACH END, PLATE TO PLATE. St'Alk? 15 Felt STQuCT53L4(.. DEFAULT BOTTOM CONNECTION ON BEAM:(2)FC OR(2)A34 WITH SCREWS,OR PG2. ,,rr•• DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,' LBH,OR .EPDXY O. �TS� DNL,. ALTERNATE BOTTOM CONNECTION ON LONGRETEpSREBAR OR ALLSl6" THREAD.E b" STORAGE UNDER GARAGE 481 SQ.FT. INTO POST BUTT,AND 6"MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET OR EPDXY. DESSI6NED '` TYPICAL HEADER - WINDOW SCHEDULE AREA J. SYKORA, GPBD HEADER LESS THAN 5' NUMBER OTY FLOOR SIZE EGRESS DESCRIPTION COMMENTS &TY NUMBER ROOM NAME ACTUAL DRAFTED BY: n RI (5Q FT) IL W01 1 2 1615 FIXED GLASS TEMPERED GLASS 1 W01 ENTRY/COURTYARD 11 .13 1/4"-SCALE -- R W02 1 2 4010 FIXED GLASS TEMPERED GLASS 1 W02 STAIRS/COURTYARD 28.0 = 1' U.N.O. E W03 1 2 4010 FIXED GLASS TEMPERED GLASS 1 W03 STAIRS/COURTYARD 28.0 JAM HEADER LESS THAN 5' W W04 1 2 4010 FIXED GLASS TEMPERED GLASS 1 1/104 STAIRS/COURTYARD 28.0 1-21-11 (1)KINGSTUDFROM TOP PLATE TO W05 1 2 4010 FIXED GLASS TEMPERED GLASS 1 1N05 HALL/COURTYARD 28.0 BOTTOM P_ATE 1^106 1 2 4010 FIXED GLASS TEMPERED GLASS 1 1/406 HALL/COURTYARD 28.0 (1)TRIMMER 1N01 1 2 4010 FIXED GLASS TEMPERED GLASS 1 1/101 HALL/COURTYARD 28.0 1N08 1 2 3650 FIXED GLASS 1 1N08 STUDIO/COURTYARD 11.5 2W01 1 2 3650 FIXED GLASS 1 W01 STUDIO/COURTYARD 11.5 t \N IL 1N10 1 2 3650 FIXED GLASS 1 W 100 us-M- STUDIO/COURTYARD 11.5 W11 1 2 3016 FIXED GLASS 1 W11 STUDIO 4.5 _ W12 1 2 3016 FIXED GLASS 1 W12 STUDIO 4.5 HEADER MORE THAN 5' W13 1 2 3616 LEFT SLIDING 1 W13 BATH / SHOWER 5.25 CO 0 1N14 1 2 3016 FIXED GLASS 1 W14 GUEST BEDROOM 4.5 x IL IL W15 1 2 3016 FIXED GLASS 1 W15 GUEST BEDROOM 4.5 W16 1 2 3016 FIXED GLASS 1 W16 GUEST BEDROOM 4.5 HEADER MORE THAN 5' W11 1 2 3050 YE5 SINGLE CASEMENT-HL 1 W11 GUEST BEDROOM 15.0 e � . E ,L n 1N18 1 2 3066 YE5 SINGLE HUNG 1 1N18 BEAU'S BEDROOM 11.5 s FROM TOP PLATE TO • Z7 W11 1 2 3016 SINGLE AWNING 1 1N11 MASTER BATH 4.5 B g BOTTOM P_ATE W AWNING 20 1 2 3016 SINGLE 1 1N20 MASTER BATH 4.5 • (i)TRIMMEft W21 1 2 3016 SINGLE AWNING 1 1/121 MASTER BATH 4.5 1/122 1 2 3016 SINGLE AWNING 1 1N22 MASTER BATH 4.5 1N23 1 2 3026 SINGLE AWNING 1 1N23 _MASTER BEDROOM 1.5 W24 1 2 3026 SINGLE AWNING 1 W24 MASTER BEDROOM 1.5 LL t t W25 1 2 3026 SINGLE AWNING 1 1/425 MASTER BEDROOM 1.5 1N26 1 2 3046 YE5 SINGLE CASEMENT-HR 1 1N26 , MASTER BEDROOM 13.5 WINDOW IN/ b" POST 1(421 1 2 3026 SINGLE AWNING 1 1N21 MASTER BEDROOM 1.5 1N28 1 2 31010 FIXED GLASS TEMPERED GLASS 1 1/128 MASTER BEDROOM 26.83 W21 1 2 31026 FIXED GLASS 1 W21 MASTER BEDROOM 1.58 0 tn I■ ■I W30 1 2 31010 FIXED GLASS TEMPERED GLASS 1 W30 MASTER BEDROOM 26.83 z - - W31 1 2 31026 , FIXED GLASS 1 W31 MASTER BEDROOM 1.58 a Z Z W32 1 2 31010 FIXED GLASS TEMPERED GLASS 1 W32 MASTER BEDROOM 26.83 0 6 (1)TRIMMER W33 1 2 31026 FIXED GLASS 1 W33 MASTER BEDROOM 1.58 E X S. (2)KINGSTUD5 W34 1 2 31010 FIXED GLASS TEMPERED GLASS 1 1N34 MASTER BEDROOM 26.83 FROM TOP PLATE TO BOTTOM PLATEE W35 1 2 31026 FIXED GLASS 1 W35 MASTER BEDROOM 1.58 ILI BOTTOM I Pill 1N36 1 2 4010 FIXED GLASS TEMPERED GLASS 1 W36 1 W31 GREAT ROOM 28.0 0 W31 1 2 4022 FIXED GLASS GREAT ROOM 8.61 ® Z > W38 1 2 4010 FIXED GLASS TEMPERED GLASS 1 W38 GREAT ROOM 28.0 z114 t W31 1 2 4022 FIXED GLASS 1 W39 GREAT ROOM 8.61 _ _ Q tL W40 1 2 4010 FIXED GLASS TEMPERED GLASS 1 W40 GREAT ROOM 28.0 z In w WINDOW IN/ 3" POST 1/941 1 2 4022 FIXED GLASS 1 1N41 GREAT ROOM 8.61 1"142 1 2 4010 FIXED GLASS TEMPERED GLASS 1 1N42 GREAT ROOM 28.0 -' (i Q I- W43 1 2 4022 FIXED GLASS 1 W43 GREAT ROOM 8.61 c7 ri I■ ■I W44 1 2 1610 FIXED GLASS 1 W44 GREAT ROOM/DECK 10.5 v - V O W45 1 2 3618 FIXED GLASS 1 W45 DINING/DECK 5.83 in LU p < CONGEAL FLANGE W46 1 2 3618 FIXED GLASS 1 W46 DINING/DECK 5.83 6 I- o <1 HANGER EA.SIDE (2)KING STUDS W41 1 2 3618 FIXED GLASS 1 W41 DINING/DECK 5.83 W48 1 2 3046 SINGLE CASEMENT-HR 1 W48 KITCHEN/DECK 13.5 LU tr FROM TOP PLATE TO 11 ' BOTTOM PLATE W41 1 2 3026 FIXED GLASS 1 W41 KITCHEN/DECK 1.5 -1 W50 1 2 4646 FIXED GLASS 1 W50 KITCHEN/DECK 20.25 CQ I. MI W51 1 2 4626 FIXED GLASS 1 1N51 KITCHEN/DECK 11 .25 t t 1N52 1 2 3046 SINGLE CASEMENT-HR 1 W52 KITCHEN/DECK 13.5 W53 1 2 3026 FIXED GLASS 1 W53 KITCHEN/DECK 1.5 Z U'g LU _f oo== 1^154 1 2 1646 FIXED GLASS 1 1^154 KITCHEN 6.15 D - iin 1N55 1 2 1626 FIXED GLASS 1 1N55 KITCHEN 3.15 .J , 811 W56 1 1 3056 YE5 SINGLE CASEMENT-HL 1 W56 BEDROOM/DECK 16.5 Q 1 3S�o W W 51 1 1 3016 SINGLE AWNING TEMPERED GLASS 1 W51 BEDROOM/DECK 4.5 in n// F0 =n=gm SW9 1^158 1 1 4610 BOTTOM AWNING TEMPERED GLASS 1 1N58 BEDROOM/DECK 31 .5 v O Mil 1N51 1 1 3056 SINGLE CASEMENT-HR 1 1N51 BEDROOM/DECK 16.5 to lie ��w�n W60 1 1 3016 SINGLE AWNING TEMPERED GLASS 1 MO BEDROOM/DECK 4.5 Z =_��_ 1N61 , 1 1 4010 BOTTOM AWNING TEMPERED GLASS 1 1N61 REG. ROOM 28.0 O - ww a o z°x�zo 3rci`a 22nUY W62 1 1 3646 SINGLE CASEMENT-HL 1 W62 OFFICE 15.150 O :oian ywas-"- p�W V� W63 1 1 3646 FIXED GLASS 1 W63 OFFICE 15.15 Z Q NEP W64 1 1 3646 SINGLE CASEMENT-FIR 1 1N64 OFFICE 15.15 z om0a hi TOTALS: 108.44 t Z hi wap8 Jt4INDON NOTES : OWNER APPROVAL 1. VERIFY ALL WINDOW SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDWAR AND GRID OPTIONS, GLASS COATINGS, U-VALUES, Sit RATINGS, AND OTHER DETAILS WITH CLIENT PRIOR TO WINDOW ORDER. BUILDER APPROVAL 2. VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINGS MAY VARY DEPENDING ON WINDOW MANUFACTURER. PAGE: 3. INSTALL WINDOW FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 2400 /AAMA2410 METHOD "B" OR EGUIVELANT INSTALLATION INSTRUCTIONS. GENERAL NOTES DESEGNEDBY J- SYKORA, GPBD 1 11 ---_. 1 11 _ 1 11 -._... 1 11 !T 19 -6 --- 23 -b 1 5 -0 1 5 -0 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWISE. DRAFTED BY: n A11 2X t2 FACIA �� I 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 2, as -- J L J L J L - I 3.VERIFY HEADER HEIGHTS WITH SUPER SCALE to I _ J L J L J L J L y 4.ALL EXTERIOR WALLS ARE 2 x b 16 O.G.STUDS, UNLESS NOTED OTHERWISE. 1/4U.N.O. " F 0 _-,_.- 2X 12 FACIA it �{ IF f rr 71 r - o -_.- 1 -- -_� ` I _- 8 = 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G.STUDS, UNLE55 NOTED OTHERWISE. - F �,�� I T _ �. J All J"�L J L J FL b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS TOILET PAPER _2 -� a � . p fr r rIf- ex r��."-. i IIIm - 15 0 1! _ �� - J - - 1 I ----- `1 1 DISPENSERS,MEDICINE CABINETS,ETC, COORDINATE WITH OWNER FOR © {l - _,--'„ram- _ -� -- - _ _ /2 4A 511/2 LOCATIONS. ® 12 FACIA e_'•� J L y J L J FRAMING NOTES g m I) s t• T,-- b 5'-101p" 4' " 4.-9 1/2" I 2X 12 FACIA SSSS I J J N I -• 4 --_r Ai 1 REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. m m j - 1�"r 4 _ " J ' it ♦• .COORDINATE MEGH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS I V 0 2 2 L J J IL Ay_ J L - J L ,r r 'I �- r rr r m r -II rt 2 BLOCKOUTS. _ Al All i ' � I 11 t ( `1 j mIU, - ' " "'__ - /...4 � � 3.FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE I5 FOR SCHEMATIC O C]) LLILI ► 11 1/8' BGI @ 24 O.G. I _ __- L J L J L /♦ ♦ , � , 6'-21/2' _ J L b� -_ J L b�" �' - L - J _ _ 11 / ! / DESIGN ONLY.MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO STANDING SEAM METAL ROOFING I -Ir 1 r r -- 4-0 z r 'I r F r F //:.:�, :�. THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND 11 11 I I ! 1 I /�r♦�� - ti INSTALLATION. I //�� -33 L ---_ 10 4 J L J L CO J.' L J L J ;L �.��.�.I L. X_ ( / , I� tl' /�� v , ^ r -I r r I F 1 r• 1 r 1 r ' r 4.ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 9 J L r5 _ X J L m J _ ` ,�.♦♦.♦�' .�♦�. 5.FLOOR SHEATHING TO BE 3/4'GDX OR OSB STURDI FLOOR T&G,GLUE AND NAIL W/RING SHANK r 30B 3"X 10 1/2'GLB = F r B In IL, ._ Ir e, H r m *-4,-.-.......- ,,, ._- - 8d's @ b"EDGES&12"IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF w GEARING WALL ` _ !L - _ _ X J L J —. m / ,•• SHEATHING TO BE Vib'O58 OR EQUAL. J Xdis 2 i - - - -- - _..- nl A L J ;L m L X J � © ,/ .,-,��•� b.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND ?` _ _- -m r m -� r �_ - m r Z — °� 5 r 111 tre T m r r :-4 X .�.�.� 1♦�.,: q BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOINN LOCATIONS. N -I CO N I I m I I I m I / �� m ��K il Nif) _ J L r J L J L U1 CO J L J L J L J,' L�ass m �� , .as -I. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE All Er in Y X r X -1 F X r y - - 1 F 'I r , r m /°"I::�� m ,��.♦��r.�f ^� � THERE IS A LOAD BEARING WALL ABOVE. aa- m J L 1O J L ri -- - J L _ __- I:• ;0 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. All A11 m r m N A - �.��, .•♦•♦•♦��( ♦� � ,♦• 9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS A5 WELL e 1 :12 ` MANUFACTURED TRUSSES 24" O.G. 0 L J L .♦♦♦•♦�• �••♦♦♦♦•.♦�• ♦,v •• 0.♦• AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. An STANDING SEAM METAL ROOFING -. 1 r 1 F 7 r -- zQ.- - ,1 Ir ,I 1r �� `• ♦�♦�♦�.�., ��,. ,'�ti��s��j �� STANDARD TOP CONNECTORS Lii _ I IF m II II " ROOF OVERFRAME AREA -- , rA.set41 (2) .%♦:.:.�: �.:♦.� r c8$r �.:.:.:.. , al . { 6 J L All /�� ♦♦`♦ ��`♦�ROOF OVERFRAMEAREA � �� 4 4Il I� x /� r r 7 -II Ir— ; -,7*-- ----s ' , . ... +- ♦4---c ��, 'r— i^ H GA10 el ry , -. ./��. IL BEARING WALL r 80L LEDGER 31 B 4 X b - - -- --- �,, __ s �i,�� N �•77�� ' ., 'J _ 3 r.I- _ - - - - - - DROP TRUSS J s=N _ - - - - L� /�� ® �� e `�� (7. r� i o T 4 PLATE = 121 1/8" .�� at / ��,.-,, ��ir.ss � 1. �� e�`��, �� Ce q i �/' ' — { 121 118"BASELINE 1- O I All .. _ _ .., _ C x t�� iry��.��1� ®� ��_��®0��-�.___.�`�� -�O�i�Ot��e� I♦. 'LD - �• I al a , CEILING BREAK A 2X 12 FACIA -'-2'-0' 4 nll 1 Z Q J (p 1 N ATTIC ACCESS - L g I All �, 1 Q f I 1 :12♦ I 0 HURRICANE TIE @ EXPOSED BEAM111-1 ry ' All l Al l , II 5 5 X V I Si All All „ r 4 v 1 re x II 3 i 13�8 a A11 T D All ei r , c W K - 2 X 12 FACIA . O n f — °- / ea D 1 � f - � I ■I _ I ^ D v 4 tll 4 16 W �./ ui I ATTIC ACCESS 1 0 Q r -` `--- - 4 :_ n m -1 All All co 1 L.J I. tt 7 1 WI c re n r1H t. PLATE =135 5/8' 0 I I D ! I � N -- -- I) 2�, ci V — vv z Q " ° w LU p "( ii 1:12 - �.ii 1 H2.5A to o 5 2-0 5 I1 1 �1� 11 l/8" BGI @ 24" O.G. � `—i I 1 1 :12 All All 1CAt1 - STANDING SEAM METAL ROOFING J - BD HURRICANE TIE @ TRUSSES IL — (n rn 1 1 o - o ll F �- o I42B4X12 ::.. CO cn LL N En X rn I 4183"X101/2"GLB ry et to I � 1,a 6 1 a1..--'4". L� to I All Lae/ a .6 III {f - •- -•-••— 2 X 12 FACIA - il. Al I �II� I . — ` IsD14; w"=a I . � PLATE = 121 1/8" ,.. .. . .. . _.. .�) .. r I;:4o: - . 9a9T <Ci° oI DROPTRU56 I . - Acu wm` Nil 11•-1�11�1 __ Y , - _ `. .�I __ ! 2X12F R�111 p t appo ■■ in in I '1y-3 dli■IIII■I I I All _ Installaftpical tion 2 e j �® AC a?= = ' Lim 6 2 X 12 FACIA 2 X 12 FACIA 4-__ __— -_-_. 25'-0" `- ~_� -- ��► -�� o a o E m 85 A11 1 '" 1'�'" 8,:,80LT, All =w b-0 ._ ,8•-0 - „'_B' • SIMPSON AGES 5IMP5ON AGb "€6N �ow� 41' 0" X =3<= OG POST CAP TIE < MH ROOF FRAMING PLAN w= w No= 0 Ph lOP SCALE: 1/4" 1' w < 11 RD ROOF DIAPHRAGM 80 L LEDGER - ROOF DIAPHRAGM O aom�aa §9., O HP 5HEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF -WIND, MAX ASPECT RATIO = 3:1. LEDGER CONNECTION: WHERE A LEDGER 15 GALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER, USE 505, OR LEDGERLOK AT MAX 12" OG, STAGGERED. IF CONNECTING TO STUDS, USE 2, SDS OR we"� F=�3 FRAMING: TRUSSES OR RAFTERS: 2X AT 24" OG, MAX. LEDGERLOK PER STUD. Ce FRAMING CONNECTION AT SUPPORT: LENGTH OF SD5 OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2.5" MIN EMBEDMENT INTO SOLID FRAMING. WHERE CONNECTED TO 5HEAR WALL, CONNECT PER 5HEAR WALL CALLOUT -TOP OF WALL. MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE =2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER=2" G ARR' OWNER APPROVAL •WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SCREW W S, OR SIMILAR, TYP. FRAMING CONNECTION TO ALL, GENERAL: USE ANY OF THE FOLLOW W ING, HICHEVER 15 APPLICABLE. `s Hof*Asek, f..1,O W f.~AT LEDGER, CONNECT PER LEDGER CALLOUT. RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER ALL SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER. J co '2 SHEATHING: //16" MIN., O5B OR CDX PLYWOOD. PARALLEL RAFTER OR TRUSS TOP CHORD: LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL SHEATHING. h Z BUILDER APPROVAL SHEATHING LAYOUT: CASE 1 PER IBC 2306.2,(1) MONO TRU55 TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRUSSES NAILED THROUGH WALL SHEATHING WITH 160 @ 6" OC TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, NAILING: USE 81)AT 6" EDGES, 12" FIELD. LEDGER, OR BLOCKING.) *Sa 4 ��c��' BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. MONO TRUSS BOTTOM CHORD PERPENDICULAR: On'A 1 ' 4/ti/j9 ALTERNATE 1: HANG BOTTOM CHORD W W WITH HANGER MOUNTED OVER ALL SHEATHING TO SOLID WOOD BACKING (RIM, PLATE, LEDGER, OR BLOCKING.) PAGE: ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED WITH MIN., 3- 16D @ 24" MAX SPACING. rr1o"c '-° p ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH SD RING SHANK OR SCREWS AT 3" OC. STA,si 1--, in '5TQucTt t4c. °` rESk,NFr I". J. SYKORA, GPBD DRAFTED BY: N STANDING SEAM ROOF 12 STANDING SEAM METAL ROOF BGI RAFTER 24" O.G. i X ► 1/16" SHEATHING SCALE l/16 05B ROOF SHEATHING 1 STANDING SEAM METAL ROOF T MANUF. TRUSS 1/4" = 1' U.N.O. 41 i HEEL VARIES 1/16" SHEATHING 12 w - - r 121 11 AIR B• -- BAFFLE W/ 1 " AP et _ I - " VENTED BLOCK i I _ 2 X 12 FASCIA �� —__ =i_ T ---- ALUM. DRIP EDGE T.GUTTER IL --- _ �I 2x12FACIA + _ - r 1. • 2 < Z STRIP PENT �� L� VENTED BLOCK •GUTTER / -� 2 X 10 TAIL �`•� • Cr) SPRAY IN FOAM INSULATION ENCLOSED SOFFIT l 2 X 12 FASCIA ROOF BEAM MINIMUM - R41 .7 A 2X NAILER r W --------- — - ------- - 5/5" SHEETROCK 2'-0" STRIP VENT 5/8 SHEETROCK - Cn g, ENCLOSED SOFFIT 9 1/2" BGI RAFTER ENCLOSED SOFFIT 3/4" WEB STIFFNER x T&G MATERIAL - _ 2'-0�� >-- R-38 HD INSULATION R-4G INSULATION W 5/8" SHEETROCK 1/2" SHEETROCK R,'. 1/2" SHEETROCK 2X6WALL - 2 X 6 WALL - R-21 INSULATION E 1 EAVE DETAIL @ BGI ROOF 4 TYPICAL EAVE DETAIL A�11 SCALE: 1" = 1' Al 1PICAL EAVE DETAIL @BGI RAFTER SCALE: 1" = 1 W All'� 1 SCALE: 1" = 1' STANDING SEAM METAL ROOF VENTILATION NOTCH AIR BAFFLE W/ 1 " GAP STANDING SEAM ROOF 1/16" SHEATHING STANDING SEAM METAL ROOF BGI RAFTER 1/1b OSB ROOF SHEATHING AIR BAFFLE W/ 1 " GAP 21/16" SHEATHING — R-38 HD INSULATION MANUF. TRU55 Q f I J— __ ili r r Q , i R-49 INSULATION 2 X 12 FASCIA _H I� - " z Z 2 X 10 � 3/4" WEB ( � � � � W 2 X 12 FACIA r - - _ m OUTLOOKER STIFFNER �, ii, ALUM. DRIP EDGE l -- - — 2 X I L E R111 vie- _- GUTTER - 1I __ i I Y STRIP VENT 2 X 12 FASCIA i _ ENCLOSED SOFFIT VENTED BLOCK O Z __ r _ �� 5/8" SHEETROGK 1 Z u_i A2 —o STRIP VENT VENTED BLOCK BUILT UP 1 /2" SHEETROCK Q IZ 1 9 1/2" BGI RAFTER � --_------ -- - ENCLOSED SOFFIT - ----__- --- ENCLOSED SOFFIT 5/8" SHEETROCK 2 X 6 WALL Z In W T&G MATERIAL I 2,-0„ - 1 /2" SHEETROCK RAKE WALL •1 R-21 INSULATION Q ROOF BEAM - I 2 X 6 WALL \ v IY V R-21 INSULATION I I- Z Y 0 2 TYPICAL EAVE DETAIL @BGI RAFTERri. Z 8 EAVE DETAIL @BGI ROOF 5 TYPICAL EAVE DETAIL @TRU55 Al 1 O F. Al 1 SCALE: 1" = 1' SCALE: 1" = 1' to 0 Al 1 SCALE: 1" = 1' in Ta- J co METAL ROOFING ID MANU. TRUSS STANDING SEAM METAL ROOF STANDING SEAM ROOF 1/16" SHEATHING i/1b 056 ROOF SHEATHING Y 1/16"I SHEATHING AIR BAFFLE W/ 1 " GAP J =«< X �- VENTED BLOCK oLL= 2 X 12 FASCIA no, U ZZpz r BGI RAFTER 24" O.G. � �� Hig I • X �I ___ --_ iiw Qy • - r30 11l EHaoo 2 X 10 TAIL 2 X 12 FASCIA Q oww�a I DROP TRUSS - - 3xoso ySpprt ow A . wp«z A •• • • - wipso - 2 X 12 FACIA • _: �� R-49 INSULATION .w �a=wo •- T -• STRIP VENT .e pp2 i ap¢Fp I booaoz SPRAY IN FOAM INSULATION X H,�, 7 ENCLOSED SOFFIT �oNop MINIMUM - R49 ___ LI_ owr,F 2X NAILER 5/8" SHEETROCK w8o = 5/8" SHEETROCK awGm 5/8" SHEETROCK 3/4" WEB STIFFNER om3< G 1/2" BGI RAFTER0 a- 1 /2" SHEETROCK °zJ ENCLOSED SOFFITR 38 HD INSULATION a T&G MATERIAL 2 X 6 WALL !.— 1 /2" SHEETROCK L OWNER APPROVAL R-21 INSULATION ' - 2 X 6 WALL BUILDER APPROVAL // 3 TYPICAL EAVE DETAIL @ BGI RAFTER q EAVE DETAIL @ BGI ROOF b TYPICAL EAVE DETAIL @ TRUSS Al 1 SCALE: 1" = 1' — AlPAGE: A 1 SCALE: 1" = 1' Al 1 SCALE: 1" = 1' ll II RETAINING WALL I J Al m D_ y—Iy� Z I N I ill I— Al I— ♦zL: l A m 1 b 2 I i F-7 I to —I p' " . Z Ara CI 4C1.1. J Z c rn i I >. ., 1 CI N 3 N 3 Z P I Ill r t-zvt. N Illi d VA Z t • I rn li rn C) N 0 Z rn it N 1,40 --I N N%1 Z C 0 0 O 0 I N N Z 2 • I P III 1 L I I 4 I To A 1I m i I 1 . D IQ Z I Cl I Z N rn D *CIA 3 rn 3 ♦ n rn 1 to N 11'dM 9NINIY13b -- J 1 1 j 1 1 { I 1 e 1 L I ! CONCRETE STEPS 4 rs v 0 PROJECT / CLIENT INFO BUILDER INFO: L !?1 r Z MAILING APPRE55: N I A A R001CI 171 = OYBRYIEY\IIt'BLBISTBIN RESIDENCEN ' AI r I- SYKORA _ T o 0 0 3cI30 ROCK RIDGE PKWY, PHONE: S C rn trl n j DESIGN Z { THE INFORMATION,PLANS.DESIGNS,NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL ��EB: AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF PAUL WEB; 13 r RCONCEPUSSELL. DRAWICONCEPTUAL SUBJECTS NOTED AS TOCHALIMINARY GETH,BESIGNER AN DI KESN CONCEPT LAIMFOCONTAIN RACYINFORMATION CONCEPTUAL �4 N G O RT E S NA o CD CONCEPTUALAND SUBJECT OROATION THE RMAR MAKES NO CLAIMFORRCCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHER$. ri FILE: cwso-sJmmro'FOY Strand Ferg ProledslBlemzelnmesIgnIBLar EIN 24 X36_oy,oLINo.- PRINTED: Tuesday, January 22,2019 \J BUILDING SECTION DETAILS J. SYKORA, GPBD - - - 410.00' HEIGHT RESTRICTION v 0 °, l i� _ T I I I I . 11 STANDING SEAM METAL ROOF 2I 03 PLATE HT. Ar '---- 2 13 . 1 . ' a, 4 c 5 4 3 2 2 x 12 FauA D 3 ►1 _ MIN 12 13 — 2 X 14 FACIA AT BC! RAFTERS 1/4 — 1 U.N.O. 19 -I 1 O 7 T8G ENCLOSED SOFFIT . o pl 3 T&GCEILING 1-21-19 WINDOW HEADERS ilI b �? KITCHENI a®o s® 4 MANUFACTURED TRUSSES 24"0.G. 0 N I GARAGE 8 5 R-491N5ULATION PANTRY 8 CD - ® ® 6R-21 INSULATION II © _ 10 15 16 454.00 MAIN FLOOR 4, 12 5/8"FLOOR SYSTEM _4‘._ II- I -Isemoo , _- .--- _- _----- �" ' t• - . j.. N 1 5/8 SHEETROGK_4‘._PLATE HT. - I 1 --._ -- 11 12- 11 1 1� 12 ' , lb ' 18 f 8 1/2"SHEETROGK > © ', 8ci .I• - I Cn 1 q I "I " I WINDOW HEADERS 1 q 1 CABLE RAILING ON DECK cp v • 5/4"X b"COMPOSITE DECKING N GUEST BEDROOM GUEST BATH F m 10 5 k . 9TORA(i O O 'Ili dJ ,fie .. 1 1 2 X 12 PT.JOIST 16"O.G. i • .. I I , , x — q II 11 1/8" BGI 6000 1.8"I"JOISTS 16"O.G. , 15I - BASEMENT FLOOR 1 0 ' - - --1--- -- . . - .•I^ 12 9 1/2 BGI 6000 1.8 I JOISTS 24 O @ ROOF o C. 12 5/8"FLOOR SYSTEM s_ � _ . _, m - ' 12 117 \/ 12 I 14 13 R-41 MIN. SPRAY IN FOAM AT BGI RAFTERS iii E 14 2" RIGID INSULATION UNDER SLAB 15 3/4"SUBLFOOR BUILDING SECTION # 1 1• SCALE: 1/4"=1' - - •- 0 1 A 4"GONG. SLAB STORAGE s"GONG. SLAB NTH PAN DECK AT GARAGE O 0 16 17 R-30 INSULATION IL STORAGEFLOOR . • ,, ui w Q SPRAY IN FOAM FOR THERMAL BREAK LLI Q 18 to z_ - Z CEILING FRAMING - DROP CEILING CO i gil 1ql • ILI BUILDING SECTION 1 v 410.00' HEIGHT RESTRICTION O 12 U- Ill num 7 im_ amonimmonitninie CI EL 1 PLATE HT. 4r 3 � . ILI al f'1 44J 13 'r ek ' 8 -- - 12 _,�Ileg �. 4 5 1r© J _ VI- 1 c° j v WINDOri HEADERS o I W o F. � z "KITCHEN i GARAGE ce . (1 m 0 I mmlii kl NM 11•110 9 CCI � � � � 10 � ', 15 . I16 454.00 MAIN FLOOR ------- - ;, , 12 5/8"FLOOR SYSTEM . 1 m 11-_ 12 _ -"- m �'" 17M•-"� 1 PJ ____ '�_ 18 in (1PLATE HT. v J b 1qEl 1q z °o=w .�-, 19 7 , o0 WINDOW HEADERS � w m a° O o za�'u _ aI W c pFa° STORAGE I— op,. v �Naao 0 0 REG ROOM z¢{3°=ow°gw LI z mo V I oa w _�§ ma _a q �nw�o iim 10 15 I 16 1b g=y°� PIN BASEMENT FLOOR - ...._ - .�. _ .�• w z o 1I zo7z6 12 5/8"FLOOR SYSTEM L w ti� 11 I[n- 1 l - • • 31`=< 12 14w 11 A yo w= as= 1 p= om3< ILI CRAVVLS PAC E 2 BUILDING SECTION # 2 • SCALE: 1/4"=1' DINNER APPROVAL BUILDER APPROVAL STORAGE FLOOR 77 PAGE: BUILDING SECTION 2 BUILDING SECTION DETAILS J. SYKORA, GPBD yr DRAFTED BY: n HEIGHT RESTRICTION 470.00 — — —— STANDING SEAM METAL ROOF � -j...._. 1, 2 X 12 FACIA SCALE sl tem _ sin - —� 2 _ 2 I 2 X 14 FACIA AT BCI RAFTERS 1/4" = 1' U.N.O. v L - --- 1 21 � �_ ---- PLATE HT. T&G ENCLOSED SOFFIT _--i allii 3 NDOWHEAERS &G CEILING1 21 19 .I- 3 2 :111.11:11 ® -� gill. 12 112 $ / — � u2 ► I3 `' l b 12 4 - - 1-1 I ry MANUFACTURED TRUSSES 24"o.G. _ o __ 5j R-49 INSULATION \\ 1 I I I Z 8 STUDIOI I GREAT ROOM 1111 SjR-21 INSULATION 0 O 1 _ m 1 5/6"SHEETROGK ' 11Wb 155 15 - , 8 1/2"SHEETROGK f - -- MAIN FLOOR 454.00 A 1 12 5/6"FLOOR SYSTEM y 12 1 T ,. 12 17 I ,12 I i PLATE HT. q I CABLE RAILING ON DECK 1 19 i 4 I WINDOW HEADERS 5l4"X 6"COMPOSITE DECKING 1' I. I I r REC ROOM 11 z x 12 PT. JOIST 16"o.G. a a BUILDING SECTION # 3 Zo o 1 0 11 7/8"BGI 6000 1.6"I"JOISTS 16" 3 12 9 1/2"BGI 6000 1.3"I"JOISTS 24"0.G.©ROOF SCALE: 1/4"=1' • 1 1 I I I � I 16 13 R 49 MIN. SPRAY IN FOAM AT BGI RAFTERS ' .. BASEMENT FLOOR, I 2F. iii � a 14 14 14 2" RIGID INSULATION UNDER SLAB 15 3/4"SUBLFOOR lb 4"CONG. SLAB 5"CONG. SLAB WITH PAN DECK AT GARAGE O O N `-" 17 R-30 INSULATION IL rc Z Q ri n SPRAY IN FOAM FOR THERMAL BREAK W Q cl 18 _I z — J Z W STORAGE FLOOR 3 LU 1 CI FRAMING-DROP CEILING CU f 0_ IBUILDING SECTION 3 v o z ›- z Q w I-- — w w loll A w I- 470.00' - - — v CY c ri Y o 2 ► ElA2I 12 v 4 _—___T_—__-----_1M__, , —) I— ttZ El 4 -- : i 11111.r'i 1111.1.11.11.1.... lil tI i ___' _ mcC ® _ 9 © i IY tfi m 5 5 5 4 - I � _®�'II — WINDOW HEADERS O 4,1 I: ' a Ca b o EAU 5 BEDROOM MASTER BEDROOM r B w O V I VA GUEST BEDROOM _, w oLLa HP Z ZO WALK IN CLOSET y�LL a 0 0• �uLLaU ZZZK 3 _ __ awQ� KFFU pEZU'n w0a K NT�V W II ®._------- _.--. ---- ® ® _. _®- -� i MAIN FLOOR 45400 - ` �� °o ...L.. - _J _ L, v ® 12 5l8"FLOOR SYSTEM r a g g= I 1U±UiI ---- . z MI 3wogo Iiiii _ _ �r PLATE HT. Nw"ow MIMI m--_ Forma ��'oyy Iliwx�po o;qw aaaa aaiwo GRAWLSPAGE etnill0 !1L62 =o ww� W= � o °2 I a gagi ywa0a MP om3a F, 1a 420,2 FMQaV BUILDING SECTION # 4 4 SCALE: 1/4"=1' OWNER APPROVAL BUILDER APPROVAL PAGE: BUILDING SECTION 4 HEIGHT RESTRICTION - 410.00'. _ _ _ BUILDING SECTION DETAILS J. SYKORA, GPBD n- 1 DRAFTED B' n 1 I T 11 1 STANDING SEAM METAL ROOF 3 T - - ir- L—st 2 _ 2 I I I I 2 X 12 FACIA SCALE Di 13 x x 12 B 13 IX 12 13 3 2 12 I 2 X 14 FACIA AT BC! RAFTERS 1/4" = 1' U.N.O. 1 3 I I a _ 3 T&G ENCLOSED SOFFIT o cI _ MG CEILING E - , 4 0 1-21 -11 4 MANUFACTURED TRUSSES 24"O.G. KITCHEN o -FAT . ,' I :co 5 R-49INSULATION o z MASTER BFDROOM DI NING ROOM u 1 1 7�3 6 R-21INSULATION 2 8CD11 I Li II fit:L 15 U - 15— I— 7 5/8" SHEETROGK V J 15 ti Ti _.-. LLJ .. - !!, - — 1T 1 1 1 1 �I —�- MAIN FLOOR 454.00 ` i IT- 1 12 5/8"FLOOR SYSTEM /}.� 1 17 b°' PLATE HT. I i 1/2"SHEETROCK 12 11 12 17 ° , 12 ova 12 8 W 9 GRAI'NLSPAGE , 19 — WINDOW HEADERS x q CABLE RAILING ON DECK x • b 5/4"X 6"COMPOSITE DECKING 1 . GUEST BEDROOM 10 1 g OFFICE RFSi o 0 y ROOM 1 1 2 X 12 PT.JOIST 16"O.G. I I P J s 11 1/8" BC!6000 1.6"I"JOISTS 16"D.G. 16 - 15 15 9 1/2"BGI 6000 1.8"I"JOISTS 24"O.G.@ ROOF 8 __ - __- - 1 - _- - _ �. ®-- .. - ® Ia BASEMENT FLOOR „ , - - 'a\\/ ®i 12 5/8"FLOOR SYSTEM g 14 .A m 11 . 1 13 R-49 MIN. SPRAY IN FOAM AT BGI RAFTERS 12 ■ 12 -1 w u_ 114 2" RIGID INSULATION UNDER SLAB • GRAWLSPACE STORAGE 151 3/4°SUBLFOOR • O 16 4"CONG. SLAB D r • N 5"CONG. SLAB WITH FAN DECK AT GARAGE BUILDING SECTION It 5 117 R301NSULATION O to 5 — o SCALE: 1/4"=1' -- Ci Q STORAGE FLOOR Q • . " " . , SPRAY IN FOAM FOR THERMAL BREAK 11-I ,V -- 18. Q z z 5 Q CEILING FRAMING- DROP CEILING m I 19 III BUILDING SECTION 5 v o z >- IL z al Q Z di w W Q w v VV v - 00 HEIGHT RESTRICTION HEIGHT RESTRICTION- - 470.00' - - - W z - , n O 12 2 V l O 'ct � 1 2I 2 ' 4 3 12 w ILI' 3 4 "� � m 3 tr 4 — + J 5 5 Pt, � r 3 r it, 1--- Ar PLATE HT. I Is - — Ern . n V ! _,b LLo=w 8 9 00�= m m ^ oQRO O aa `` O O `1rI 262V - BEAU'S ROOM 0 3==� GARAGE �a<� iy�or =a b = ow 16 16 RTYARD — 15 ILI hili ' 1. T T - - ' - - .. . l MAIN FLOOR 454.00 " 2ir. (VQI J � . . 15 ° 12 5/8 FLOOR SYSTEM M N N N a. N N N N N N N N _ I I I _ _ ® 17 I PLATE HT. Inn 12 Qa�=a N 11 w= ', o _ • GRAWLSPAGE Z = w=a =al< — "o J. i -0wu= es aa� ,. J �2g — owpi-p4 §_, STORAGE ��WU BUILDING SECTION It bin F ;o 16 O!NNER APPROVAL BUILDER APPROVAL PAGE: A ' BUILDING SECTION 6 I BUILDING SECTION DETAILS J. SYKORA, CPBD s N ri 1 1 STANDING SEAM METAL ROOF 2, _ J m m as w - - 2X12FACIA - - Z---- 2 X 14 FACIA AT BCI RAFTERS 1/4" = 1' U.N.O. 73 F - 12 HEIGHT RESTRICTION - 410.001- - - - "-_-_ T&G ENCLOSED SOFFIT _ _.. q isi 1 T&G CEILING -2 _ (q z R k U a 12 2� 4 3 12 4 ! MANUFACTURED TRUSSES 24"O.G. 2r 1 ,� 3 4 1 3 4 5 V y I •I 5 R-49IN5ULATION 1- '- 1 13 d 112 -II - - - �-- - - .- - - - - - - - l 2 - - - Ai. PLATE HT. _. CD.", R-21 INSULATION 6 ` I I O 5/8"SHEETROCK (1.) _ ZO 1/2"SHEETROGK 8 GUEST BEDROOM , o CI 3 GARAGE 8 -4-� STUDIO v J m GUEST BATH �' ` ' 6 _ b ��,, :{ CABLE RAILING ON DECK -.. 1 5/4"X b"COMPOSITE DECKING 16 15 15 1O' 'k .. - _� :. •.. - ... -. . . • . . ... - i .. q 1 T 12 5/8 FLOOR SYSTEM ,r MAIN FLOOR 454.00 ---- I j 1 11 - 12 -. 12 1i ••' • PLATE HT. ,..,-_..-. 2 X 12 PT.JOIST 16"O.G. a 11 E 11 �/8" BGI 6000 1.8"I"JOISTS 16"O.G. GRAWLSPAGE 2 �; �__ ::: :::::I::::::::RS • 1 31 RS61 w 5TORA<IF J E. • • 14 2" RIGID INSULATION UNDER SLAB BUILDING SECTION # 1 16 -" 1 j 15 3/4"SUBLFOOR . SCALE: 1/4"=1' 1- 7 _ 'I 4"CONG. SLAB le 5"CONG. SLAB WITH PAN DECK AT GARAGE o 11 R-30 INSULATION IL K - z ii d - - SPRAY IN FOAM FOR THERMAL BREAK W L, Q z 4 CEILING FRAMING- DROP CEILING COI K ' 1 BUILDING SECTION 1 v o z >- z QI_ 1 1 z di W � •' - lii w Q ul 1 3 v 3 V Z � � w U1 0 < 1 O 1 3 -- - i l R= 5 ='-�e�— - . nD- — cn o I i�_ -. t C- al U -i=--mac— I co CO COURTYARD NORTH ELEVATION SCALE: 1/4" = 1' di a,� �a�= COURTYARD NEST ELEVATION Z. _ - - SCALE: 1/4" = 1' Ph Ilk =ww"o op �> -I m r ��o�w 5 ua w� . n hill o„a I c_ 0 Ed JI 3 Z w w o 1 =°,=o i Z-a Uli r Q rur 4 i w4N0 F ? o o ' L... OWNER APPROVAL ------_ 5 - - 1 BUILDER APPROVAL COURTYARD EAST ELEVATION COURTYARD SOUTH ELEVATION PAGE: SCALE: 1/4" = 1' SCALE: 1/4" = 1' COURTYARD ELEVATIONS DESIGNED E' EXTERIOR DETAILS J. SYKORA, CPBP DRAFTED EY: n ri FIBER CEMENT PANEL SIDING I A- 410.0' HEIGHT RESTRICTION HEIGHT RESTRICTION 410.0' SO. ie OVERALL BUILDING HT. 4r . . - - I / OVERALL BUILDING HT. a —�a, c m y i FIBERfTELINION a __ =; --- 4 PAR 1-21-11 ZFK A WINDOW HEADERS k 4 + D_ ,- WINDOW HEADERS WINDOW HEADERS T _ _ _ _ _ _ _ I I - - TRELLIS AREA TO -- —1 - 4 I(1, fl WINDOW HEADERS 4 II .I n -- BE DETERMINED 11 r 2 X 12 FACIA- METAL WRAPPED 7 AWINDOW HEADERS I -. I _ I L CULTURED STONE. TYPE AND COLOR 5 ( n 0 1 q TO BE DETERMINED. v 0 1ir — ::::::S;:M::L :: ROOFtc Zu 1 o RAILING TO CODE. 11 ^.r u,�,� - _- _ - _. MAIN FLOOR 454.0' A 454.0' MAIN FLOOR • .� y �J O 12 5/8'FLOOR SYSTEM 125/8•FLOOR SYSTEM Z PLATE HT. I IcYl PLATE HT. ENCLOSED SOFFIT - INSTALL T&G PINE a WITH NATURAL FINISH. t WINDOW HEADERS WINDOW HEADERS Ilidblikk 1 9 COMPOSITE DECKING s Q Q �_ Zo 2 E EXPOSED GLU-LAM BEAMS WITH s q 1 NATURAL CLEAR FINISH. 4 zo to g 5 -- —1....mso 'J-Immi J — 1 11 W SOUTH ELEVATION , LL 443.0' BASEMENT FLOOR - 125/B"FLOOR SYSTEM SCALE: 1l4° = 1 SYSTEM BASEMENT FLOOR 443.0' PLATE HT. • 125/B"FLOOR PLATE HT. 12 AVERAGE OF ORIGINAL GRADE A 113 IN BUILDING FOOTPRINT F 6 LL z rZ CZ Q w Ca z ui z 0 ILI 4 410.0 HEIGHT RESTRICTION 12 HEIGHT RESTRICTION 410.0' _ S V OVERALL BUILDING HT. ' , OVERALL BUILDING HT. 1 1 O ZEI c: I c-�— IL U w WINDOW HEADERS WINDOW HEADERS W .�^Jto i-.■ WINDOW HEADERS I I I 1 O © I III I I II I II II II I I II I rr: WINDOW HEADERS 1 '^" w o ' I I 5 I I I L J I 1 I I T v WINDOW HEADERS Ay WINDOW HEADERS 1 1 'a O 151 w l. i p41: - (V 1--- (Z Z O O 1 TRELLI5 AREA TO bl j 0 w o - {L U \/ - - BE DETERMINED � Q 0 — m w � 1 _ J crm 454.0' MAIN FLOOR - - _____ — + 125/B•FLOOR SYSTEM r I C4 125/B"FLOOR SYS1EM I MAIN FLOOR J454.0'I r PLATE HT. PLATE HT. - I J I - WINDOW HEADERS dZi F�V'72 WINDOW HEADERS - - Baia out zzo., 3 owai, r — o] O a210 1 II- 1R5r. s O _ . . . _ _ 1 O y3oa O _ > !rat opzo . z m 1LLI �a�a z~ S�r� �zao I - 1 1. o ilgs 443.0' BASEMENT FLOOR - ^T�^ I 3 z 3� ^ ^ ^ BASEMENT FLOOR 443.0' �g z w o 125/5r FLOOR SYSTEM yoz 12 5/B'FLOOR SYSTEM -- PLATE HT. ■Y a o p r o PLATE HT. -- aF ww O riOir z3no1 20120 CK. woo'o U._ 2O 003< -- 1 I `� ELEA O 0 - -co OWNER APPROVAL — _ v —I431.0'.UTILITY FLOOR BUILDER APPROVAL o PAGE: :o NEST ELEVATION 425.0' EXISTING GRADE SCALE: 1l4" = 1 EXTERIOR DETAILS J. SYKORA, GPBP DRAFTED BY: " __ N FIBER CEMENT PANEL SIDING 3 SCALE , .. T FIBER GEMENT LAP SIDING. INSTALL 1/4" = 1' U.N.O. e 0 WITH 7" EXPOSURE. o W r- _-..' PARKLEX SIDING - PANEL INSTALLATION 1-21-1 q fi a L. 12 1 �; 2 X 12 FACIA- METAL WRAPPED i p N Z 6 1 12 �� 12 6 : :: 0L0R F. 4 4 W 1 © _ - L 10= — 36" HIGHGABLE RAILING 5 I RAILING TO CODE. x 3 Pi m 1 ENCLOSED SOFFIT - INSTALL T&G PINE — 8 WITH NATURAL FINISH. ,q o � f 5 — -• o Ig r Tt a —� CI COMPOSITE DECKING P .1 5 F 8 1 O EXPOSED GLU-LAM BEAMS WITH P NATURAL CLEAR FINISH. 11j WLL EAST ELEVATION i121 SCALE: 1/4" = 1' 13 o N LL 111 14 re - o W W Q Z - 7, Z '',I 15. cox 0_ KI w 410.0' HEIGHT RESTRICTION 0 HEIGHT RESTRICTION 410,0' Ar OVERALL BUILDING HT. 4 - 12 b s, OVERALL BUILDING HT. b 5 1I 0 LLI 4 �� F— a 4 8 4 10 W WINDOW HEADERS V 8 11 - WINDOW HEADERS �, 11 1 1 41J WINDOW HEADERS WINDOW HEADERS ■•-, WINDOW HEADERS I\ I\ _ — _ t WINDOW HEADERS I o A, ri rY o al W p n 1 5 n -. - b 5 i —) E W 454.0' MAIN FLOOR • I / 1 ' - MAIN FLOOR 454.0' Ela 12 5/a"FLOOR SYSTEM m 12 5/5"FLOOR SYSTEM Sr, PLATE HT. PLATE HT. 4 �� I ._ WINDOW HEADERS 1 wnir flow U OmNaO Qw > RJ _ `o 2uzo 1 <w<i p O b ` fl8 w I OKUgm 26g5 =wt1UW 1 moo, N�o=a l _I Ls==' w2�po w L3a=km 443.0' BASEMENT FLOOR - T - - - r �w�� 12 Sir FLOOR SYSTEM r A. BASEMENT FLOOR 443.0' p�N o z o 12 5/8"FLOOR SYSTEM N o W F o PLATE HT. A. PLATE HT. O NM 2ro 3aaQ 1 2w<2o AVERAGE OF ORIGINAL GRADE 1 EX 9=2 mE2'm IN BUILDING FOOTPRINT r — w ILL 5 W�y rczo I— omp.1 `zor _O X zmz o 1 alFapV OWNER APPROVAL f A, UTILITY FLOOR 433.0' BUILDER APPROVAL o PAGE: NORTH ELEVATION SCALE: 1/4" = 1' EXISTING GRADE- 425.0'r • j J. SYKORA, GPBD s I CI m N 3 c o N N GS16-FLOOR TO FLOOR HOLD DOWN 1/4" = 11 U.N.O. t' w • MIN-,CAPACITY:GOOD FOR 1105 LB TENSION. • STRAP:USE L516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST.FILL ALL NAIL HOLES WITH 100. - - Ill p IF STRAP FALLS ON HEADER OR BEAM BELOW,NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF F- NECESSARY. 1-21—11 K END DISTANCE:13"MIN.TO EACH UPPER AND LOWER STUDS.APPROX TOTAL LENGTH=26"*DEPTH OF 0- a FLOOR SYSTEM. YI J��\ © a N L©� th i Li Q tr IPw AT opts LE.v., TN . RP RP O cn w C 0 a LSTHDe_. • LsrHDa Ai w - I I LD LSTHDA • • LSTHD9 © m O F 2 • debLSTHDB A• • LSTHOS o RP I. Yi 4B"MAX 0.0 W it LSTHDB 4 • • LSTHPS LSTHPB 4 • LSTHDS O a ik W • z— rc o SHEARNALL INFORMATION - LOV4ER STORAGE I W fa Q z w nilM __IO ttl CI) o w v • o z z Q0- 1 . n EU in �o � 111 W Q w SitIONALFi I/v/19 0 . O < .tom tow z 0 Z 0 I— ry 5TA.4L 6? r ct sTt)CT4L. . ^ -STCt-15 OUT'' Ce V l 0 i z z wtr m 1- en oLL�a LLD=w I oND= < p0 3zz� ------- i� za=gm SHEARWALL TOP CONNECTIONS inN=OZa 3 W O D W NOT TO SCALE 1-11 / \ SHEARWALL TOP CONNECTION / )SHEARWALL TOP CONNECTION ® SHEAR YVAL.L TYPE a D1/ PARALLEL FRAMING '(\D2 PERPENDICULAR FRAMING V Mil MINIMUM LENGTH OF SHEAR PANEL. My • NO SHEATHING SPLICE TRUSS OR RAFTERZ My TRUSS HEEL IF " W" CONSTRUCT ENTIRE WALL PER THIS GALLOUT. ag&moo ia NO SHEATHING SPLICE '� e"rc --er I 5 IF "N5" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM o��o H U'Z TRUSS OR RAFTER- TRUSS.RAFTER / ROOV MALT. '0 2 ZwI OR JOIST �/ " TOP OF WALL TOP OF WALL BOTTOM PLATE w_coo :1 STUD MATERIAL NAIL EDGE/FIELD TOP PLATE SILL PLATE& BLOCKING AT MUDSILL ANCHOR SILL ANCHOR �9Wmpa OALLOUT CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAX m o i C SIDES OF WALL (SEE STD STRUT. SPACING @STUD SPLICE STUDS WI EDGE UNSUPPORTED TO CONCRETE MAX SPACING /�\ IF I)SHEATHING TP WNDISEISMIL MINIMUM SCREW SIZE MAX.FT. MAX.INCHES MINIMUM MINIMUM PARALLEL PERPENDICULAR SPACING IN Z W ooww= SPECS) SPACING IN INCH MINIMUM i¢z'm I SPLICE _ ` jO NAILING EDGES MIN.EMBED w wws ant. oP. FRAMING FRAMING INCHES gpzoCEILING OR V 1 6/6 @ 24" CONT.SHEATINGIli—" 1Y^^"^a' =."."ELLTR� 10' 24" 2 X 4 SAWN CONT.sHEanrvG IFxseTxnsvucso wsoPTON .® 6/12@16" V4/B BLOCKING OR 16d b" 5/6'J-BOLTOR om; 4444.44(x s °R --- OR Ai40R LTP4 @ <to sowcnm orrox 1/16"056 ONE SIDE. 12' 16" 2X6 SAWN 6/12016" H2.5 OR SDWL Sl8'TITEN Hp aOpj -_- - - - --- � 5,44.4(O 1PW�, APPLY EITHER 48"LAP WI AT36"MAXSEE Wl3"WASHER 12"/4" u�wo 168/ 120 OR I/16" bd (2)2X4 2X NA DETAIL 5600@24'MAX OR5D5.25 og,w SHEATHING SPLICE TRUSS HEEL I n,' SIDE DIRECTLY 6/12 @ 12" (8)1 bd NAILS SEE DETAIL OR MASA OR© 16' 12" 2X6 SAWN TO5TUD5 (D1) /D2/ X4.5"@72 MASAP wz10 PLYWOODC II TRUSS,RARER _. ---_. 22' 12" 1.7rJX rJ.rJ LVL 6/12@12" a cJ OR JOIST JOIST WI SHEATHING LT„oP, PULLxT.ELOC, OVER RIM JOIST CONT.SHEATING -.wanwx 10' 2 X 4 SAWN 4/12 @ 16" CONT.SHEATING _ SIaV-80LT OR ' OR A34 OR LTP4 W BLOCKING OR _� - '7/16" OSB ONE SIDE. 12' 16" 2X6 SAWN 4/12@1E4 S/8'TITENHD OWNER APPROVAL SPLICE -.RISOrnox AT SEE H2.S OR SOWL 5DS.2SX -� f 2PW APPLY EITHER bd 48"LAP IN/ 2X 15600 @ 24'MAX W/3"WASHER 36"/4" SHEATHING CEILING I -s ici OrnO„ '� 490/350 OR T/16" SIDE DIRECTLY (2)2x 4 2X DETAIL 4.5"@ 6 OR MASA OR NO © TO STUDS 16' 2 X 6 SAWN 4n2 @ 16 (6)164 NAILS SEE DETAIL MASAP J SHEATHING PLYWOOD SETTLE 22' t.7sxss LVL 4112@16" (01) (02) ski nu -_-- - -- --_--- - ---�- -_--- IN BOTH CONT.SHEATING 5/8"TITEN Hp N 1/2"ORS/8" 10' 24" 2X4 SAWN 4/4@24 • LONT.SHEATING BLOCKING OR BUILDER APPROVAL 5/a"J-BOLT OR Sd FOR 1/2" 14' 16" 2X4 SAWN ORA340R LTP4 W 220/220 DRYWALL 6d FOR 5/8" in @ 1b" (2)2X 4 48"LAP IN/ AT 36"MAX SEE HE S OR AI 5DS.2S X SIDES 16' 1b" 2X6 SAWN 2X NA DETAIL 15600@24"MAX Wl3"WASHER '12"/4" (8)ibd NAILS \ SEE DETAI 4.5 @9 OR MASA OR • (D1/ yD2) MASAP PAGE: 651b-FLOOR TO FLOOR HOLD DOWN � MIN.,CAPACITY:GOOD FOR 1705 LB TENSION. J" SYKO p I�>�, GPB D STRAP:U5E C516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING.ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST.FILL ALL NAIL HOLES WITH 100. p - -- _- c) IF STRAP FALLS ON HEADER OR BEAM BELOW NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF 4...., gag*/ DRAFTED BY: _ ol NECESSARY. �o Ly © PI END DISTANCE:13"MIN.TO EACH UPPER AND LOWER STUDS.APPROX TOTAL LENGTH=26"*DEPTH OF �` Ttr'A 2' FLOOR SYSTEM. y Z SCALE -° ricE USE 2,2X6,CONTINUOUS BOTTOM PLATE TO TOP PLATE. 'y-VION1ALIOL:C. 0 -______ © HEADER(0)MAY HANG ON THIS WITH LUC,HUG,HUGO OR SIMILAR. N I' a 4/34 2 a 1-21-11 cl a STAM1° 6 Pa/L STQ,uC;ut4L _ N P Iz€H$ a,,Ly © v o es titi Q us us Z N RPN riZ III P P Hi al a al BCD - © v © 0 cn It � w O � i 1 a . X A FA al W: ,> 1 Maximum 7,4i i shim as necessary RIP �� i t for tight fit go% a i( 1 B 1 if n I E r a f 1 19 — — Verify1. ! panel is plumb. iii Use metal shims I Q;' • `I (Model No.WSW-CS1) LL - at the base if required. • I Iq RIPPlace Strong-Walr Wood Shearwall r L J over the anchor bolts and secure ` ) \ with hex nuts and structural washers • O u1 \ (provided).Snug tight fit required. WSW TO BE PLACED ON TOP OF IL a ® • 151i6"Wrench required for Ye"nut. t PAN DECK SLAB. ANCHOR BOLTS Z- AH — — ,-. TO EMEND THRU PAN DECK INTO p • 1 t/x'wrench required for 1"nut. Y FOOTING BELOW. IL1 Q vAltak v - Az Ara _I- J Z W �^� 1n 1 K © 24 Foundation design / , I (size and reinforcement)Designer- . by Designer. a • Ala I © Standard Installation" lO Z LI- In a al z RP1 • RPCDS> WOOD STRONG WALL-TYPICAL FOUNDATION TO TOP PLATE CONDITION el IL 1 • W © w 1�U Q w p _ L. Pyy SSW-1151M18 SIMPSON WOOD SHEAR WALL v (� (K / / WOOD SHEAR WALL: USE WSW18. WIDTH=18".HEIGHT,SEE BELOW. V Z O F HEIGHT: FOUNDATION TO TOP PLATE.OKAY TO ORDER WSW LONG AND CUT TO HEIGHT A5 1 NECESSARY W LU O Z 1 I 1 ALIGNMENT: IF USING TRIMMER,NAIL 2X TRIMMER TO WSW FOR HEADER SUPPORT.TRIMMER O N I CREATES EDGE OF ROUGH OPENING. MAY USE HUG IN LIEU OF TRIMMER, IN THIS CASE WSW (� 0L CREATES EDGE OF ROUGH OPENING. REMAINDER OF WALL SECTION MAY BE FILLED IN WITH ft V J 0 1 An STANDARD FRAMING. Cn © • POSITION TO ALIGN WITH OUTSIDE(EXTERIOR)FACE OF STUDS. FURR-OUT AS NECESSARY TO ill m W5W18 FLUSH UP WITH REMAINDER OF WALL. J © I _ TOP CONNECTION:CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH SDS CONNECTORS THAT COME WITH THE WSW. WI RPSHEATHING:SHEATHE HEADER,WSW,AND WALL SIMILAR TO 2PW. • 1 BOTTOM CONNECTION:ANCHOR BOLTS,USE ALL-THREAD,1/8"DIAMETER,EXTENDED TO FOOTING BOTTOM REBAR AND USE DOUBLE NUT AND 3"X.25"WASHER ON EMBEDDED END. SUGGEST USING WOOD STRONG WALL ANCHOR BOLT TEMPLATE, SSW. <�H ON (Lora © Mal HO v oyQo kb aoo ZW2V SHEARY LL INFORMATION — MAIN FLOOR 3°o6 z g "'o v _ 4Th- Di p cwcedw SHEARWALL TOP CONNECTIONS y=o=a NOT TO SCALE - -. �-' 5HEAR WALL TYPE w `a6 w 1° / SHEARWALL TOP CONNECTION / SHEARWALL TOP CONNECTION V W j.1- z 3gw< ( MINIMUM LENGTH OF 5HEAR PANEL. M,H� 1, \D 1 PARALLEL FRAMING \D2 PERPENDICULAR FRAMING g Z w= I IF " W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. Z o=<° 1 :VI NO SHEATHING SPLICE TRUSS OR RAFTER TRUSS HEEL IF "NS" MEANS NOT A 5HEAR WALL. BUILD PER CODE MINIMUM =-g=o t ATHING SPLICE STUDMATERIA NAILEDGEIFIELD OP PLATE TOP OF WALL TOP OF WALL BOTTOM PLATE X zxu°GALLOUT CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE SILL PLATEB BLOCKING AT MU051LL ANCHOR SILL ANCHOR 'V SirywQ�Q SIDES OF WALL (SEE 5TO 5TRUG. SPACING@STUD SPLICE CONNECTION AT CONNECTION AT TO FRAMING MAX 11 ocm-I- TRUSS ORRAFTER '^ WIND/SEISMIC MINIMUM SCREW SIZE MAX FT. MAX.INCHES MINIMUM MINIMUM STUDS EDGE UNSUPPORTED TO CONCRETE MAX SPACING 92B2- TRU55,RAFTER ROOF MALING iO SPECS.) SPACING IN INCH MINIMUM PARALLEL PERPENDICULAR SPACING IN 2 H w NAILING EDGES FRAMING FRAMING INCHES MIN EMBED Z X i�zj OR JOIST q"' / • 6I6 24" NA LU CONT. zo 3 / 168/ 120 tid 101 ?2" 2X6 SAWN 6/1 @16' OR A3 SMELTING 1„N BLOLK�T NG 1iH NI ORHa.5OF"OH o m 1/16"OSB SIDE 1�' 16" 2 X 6 5 N AT 36"MAX SEE G OR 16d @ b" 1/6/3°BOLT OR °m 3 a NO SHEATHING GOfiT�� 6 rc TO STUDS 'MAXM SIB"TITEN ND E z Ko r • SPLICE -- --.5 - 'T~ y.1 OR 1/16' 6112 @ 12" (2) 4 (8)16d NAILS 2X DETAIL D1 SEE DETAIL MAX OR SDS.�$ B"WASHER 12"/4" p a'w N• bl 2 M OR AB4 OR LTP4 _ ro 1PW APPLY EITHER 48"LAP NU H250RSD CEILING - i PLYWOOD OR MASA OR w o -SGWLlS OPTION TALL HEEL TRUSS- '�® / ) /D2\ X45"�12 MASAP '/�O • Has OPTION 22' 12" i.l$X5.$ LVL 6n2@t2" `\ / (\ /) ~a IF SHEATHING SPLICEDOR CONT.SHEATING HERE,USE H25 OR 10' 2 X 4 rjAW @ N 4/12ib" CONT.SMELTING --- - sOwCi5toa Sowclwoo OPnoN 5/3"J-BOLT OR OR A34 OR LTP4 W BLOCKING OR OWNER APPROVAL 1/16"05B owe510E. 12' 16" 2X6 SAWN 4/12@16" AT36"MAXSEE SD5.25X SIB"TITEN HD SHEATHING SPLICE TRUSS HEEL ti 2PYv APPLY EITHER 8d 45"LAP W/ 2X "sue®2°nAx rU3°WASHER 36"/4" W 490/350 OR 1/16" sIDE DIRECTLY (2)2X 4 2X DETAIL @ 6 OR MASA OR _.----- ROOF WVLING PLYWOOD 16 2 X 6 SAWN 4n2 @ tb" (8)16d NAILS SEE PETAL 4 5" TO STUDS TRUSS,RAFTER • --- 22' 1.15 X 5.5 LVL 4112 @ 16" CD1 02 ) OR JOIST JOIST W/SHEATHING LTP4 CFTION A310PTION FULL HT. - 5/B J-BOLT OR OVER RIM JOIST 10' 24" 2 X 4 SAWN CONT.SMELTING CONT.SHEATING BUILDER APPROVAL $GY• 1/2"OR 5/6" BOTH 4/4 @24" OR A34 OR LTP4 WI BLOCKING OR SHEATHING I W DRYWALL 48"LAP IN AT 33> MAXSEE NVR. ASEN HD 5dFOR1/2" 14' 1b" 2X4 SAWN n@16" (2)2X4 H2.5ORSDWO 5D5.25X SPLICE --'�"-' I ,� ` \ �saPrloN 220/220 SIDES bd FOR 5/B" lb' 16" 2 X 6 SAWN 2X NA DETAIL 15600 @ 24"MAX ✓'✓/3"WASHER 12"/4" CEILING OR -- (8)16d NAILS CD1\ SEE DErAI 4'$ �a 9 MASOR ASA OR JJSDvlSwOOnION I YD2\ MASAP ,111 No JOIST `\ / PAGE: SHEATHING ---- SPLICE • SHEARNIALL-_- 7FS1/NE0 B". PREFAB V'LOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL Y'IOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES J. SYKORA, CPBD DRAFTED BY: PREFABRIGATFn TRIZSSFS, WHERE SHOWN ON THE PLANS, MANUFACTURER: SIMPSON BRAND 15 SPECIFIED, HOWEVER f,FNERAL CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT ALL FOOTINGS, FOUNDATIONS,SLABS ON GRADE: BA5I5 OF DESIGN-APPLICABLE CODES: ,in ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. WHERE STRUCTURAL PLANS DO NOT GEOTECHNICAL REPORT: CCI 15 NOT AWARE OF A GEOTECHNICAL REPORT FOR THIS PROJECT. GGI STRONGLY CODE. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE WITH m SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM BUILDING CODE. RECOMMENDS THE 2015 IBC. CONSTRUCTION SHALL CONFORM WITH SCALE '* PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO THAT A GEOTECHNICAL REPORT BE PERFORMED BY A QUALIFIED GEOTEGHNIGAL ENGINEER FOR ALL CONSTRUCTION T ENGINEER. THE PREFABRICATED STRUCTURAL ROOFING CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. FRAMING MATFRIAI . ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS, AND COLUMNS, SHALL BE PROJECTS. THE MOST RECENT BUILDING CODE ADOPTED BY THE APPROVING 1/4 = U.u O m DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR-LARCH, NUMBER 2 OR BETTER, UNLESS OTHERWISE SHOWN.ALL JURISDICTION. m INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL SAWN WOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%. SOILS ANALYSIS AND GEOTECHNICAL ENGINEERING ARE NOT A SPECIALTY OF CCI. GC! DEPENDS ON OTHERS FOR THE CALCULATIONS. THE CALCULATIONS INCLUDED HEREIN ARE ONLY ~ DESIGN DRAWINGS WITH APPROPRIATE NOTES SHOWING PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE PROVISION OF SOILS DATA,W W HICH INCLUDES BUT 15 NOT LIMITED TO:ALLOABLE BEARING CAPACITY,LIQUEFACTION - MEMBER SIZES, FORCES, INSTALLATION PROCEDURES, STIJES. STUDS IN EXTERIOR WALLS SHALL BE A SINGLE MEMBER(NOT SPLICED NOR DISCONTINUOUS) FROM POTENTIAL, SLOPE STABILITY,ACTIVE AND PASSIVE LATERAL PRESSURES, INTERNAL FRICTION ANGLE,AND COHESION. IN THOSE REQUIRED TO ENSURE COMPLIANCE WITH CODE.WE MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. HORIZONTAL DIAPHRAGM TO HORIZONTAL DIAPHRAGM (HORIZONTAL DIAPHRAGMS ARE ROOFS AND FLOORS DO NOT INTEND TO COMPUTE EVERY STRUCTURAL ELEMENT NOR 1-21-1 qrt BLOCKING, BRACING, ETC. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED THAT CONNECT TO EXTERIOR WALLS.) USE BALLOON FRAMING AT STAIRWELLS, OPENINGS IN FLOOR THE EVERY LOAD COMBINATION. MUCH OF OUR ANALYSIS IS"BI" Li_ W ENGINEERED WOOD-GENERAL. THESE PRODUCTS MUST BE ABSENCE OF A GEOTECHNICAL REPORT GGI WILL MAKE ASSUMPTIONS REGARDING SOIL PARAMETERS, HOWEVER,CCI ITEM CANNOT BE GUARANTEED IF THIS PROVISION 15 NOT DIAPHRAGMS, ETC. STUD SIZE, MATERIAL,AND MAXIMUM LENGTH BETWEEN DIAPHRAGMS 15 SHOWN IN 5HEAR TAKES (BY INSPECTION.) PROVIDED, STORED, AND INSTALLED IN ACCORDANCE WITH ADHERED TO. NAILS AND SCREWS WHICH WILL BE EXPOSED WALL TABLE. MANUFACTURER'S RECOMMENDATIONS. FAILURE TO DO THIS NO RE5PON51BILITY OR LIABILITY FOR FUTURE SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF AFAMS ANT) POSTS.ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DOUG FIR LARCH NO 2 FAILURE OF LIMITED SCOPE OF CONSULTANT'S WORK: MAY VOID THE WARRANTY AND DIMINISH LOAD CARRYING INSTALLATION RISKS CRACKING OF WOOD, CONTACT OR BETTER, EXCEPT WHERE EXPOSED TO WEATHER AND SPECIFIED AS PT(PRESSURE TREATED)MAY BE HEM ANY KIND. CONSULTANT. THE CONSULTANT IN RESPONSIBLE CHARGE OF THE CAPACITY. ANY NATIONALLY-RECOGNIZED BRAND THAT FIR NO. 2 OR BETTER. GLULAMS, PSLS, LVLS, ETC. SHALL BE PER PREFABRICATED WOOD PRODUCTS SECTION STRUCTURAL FILL:"STRUCTURAL FILL"SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR STATE HIGHWAY WORK INDICATED HEREIN 15 TIM K. GARRISON, P.E., ENGINEER FOR ALTERNATE NAILING AND/OR ALTERNATE 0 MEETS THE BELOW SPECIFICATIONS 15 ACCEPTABLE. BELOW. SPECIFICATIONS FOR IMPORTED ROAD BASE OR 5UB BASE;OR USE SAND OR OTHER GLEAN GRANULAR MATERIALS NO DOING BUSINESS A5 CONSTRUCTIONCALC, INC., HEREAFTER CONNECTOR. V- 1-BEAM COMPOSITE WFR I FLAN(�F .I(IIST PROnl1(TS. THE NAII 4: NAILS CALLED OUT HEREIN ARE"COMMON" SIZES, I.E. 16D, 12D, 10D, 8D. SMALLER DIAMETER, SIMILAR LARGER INDICATED AS "CCI."5T)5 IN SGRFWS. WHERE SPECIFIED, INSTALL THAN PEA GRAVEL.ALL STRUCTURAL FILL MUST BE COMPACTED PER THE FOLLOWING SECTION. CONTRACTOR SHALL INSTALL THE I-JOIST PRODUCTS LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50% MORE NAILS ARE USED. FOR EXAMPLE IF 8, 16D SCOPE OF CONSULTANTS WORK. THE SCOPE OF WORK OF CCI 15 Cr)V PER MANUFACTURER'S RECOMMENDATIONS. IN GENERAL COMPACTION: PLACE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 8-INCHES. COMPACT USING MECHANICAL(VIBRATORY COMPLETE WITH WEB STIFFENERS AND OTHER BLOCKING / ARE CALLED OUT, THE NUMBER OF SIMILAR LENGTH .131 DIAMETER NAIL GUN NAILS REQUIRED 15 5*1.5= 12.AS LIMITED TO STRUCTURAL ANALYSIS OF A NEW SINGLE- THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD 15 OR BRACING AS SHOWN ON THE PLANS AND/OR AS ANOTHER EXAMPLE IF 160 NAILS ARE CALLED OUT AT 4" SPACING, THE SPACING OF SIMILAR LENGTH, FAMILY RESIDENCE. CCI TAKES RESPONSIBILITY ONLY FOR ITEMS OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO IMPACT)METHODS. RECOMMENDED BY THE MANUFACTURER. NARROWER NAIL GUN NAILS SHALL BE 4/1.5=2.l". IN PAVED AREAS AND UNDER STRUCTURES, USE STRUCTURAL BACKFILL COMPACTED TO 95% RELATIVE COMPACTION. SPECIFICALLY ADDRESSED IN OUR DRAWINGS AND AVOID SPLITTING. USE LENGTH A5 SPECIFIED IN PLANS BUT SHFAR NA! I S: WALLS CALLED OUT A5 SHEAR WALLS ON THE PLAN SHALL BE CONSTRUCTED PER THE CALCULATIONS. CONSTRUCTED ITEMS NOT SPECIFICALLY � $ PSL (PARALLEL STRAND I UMBER)AND VERSA-LAM. USE IN NON-PAVED OR NON-FOOTING AREAS USE STRUCTURAL BACKFILL OR NATIVE BACKFILL MINUS ROCKS, LUMPS,AND s NEVER LESS THAN REQUIRED TO ENSURE FULL STRENGTH. STRUCTURAL 5HEAR WALL TABLE HEREIN USING MATERIALS DESIGNATED FOR LATERAL LOAD RESISTANCE BY ORGANIC ADDRESSED HEREIN SHALL BE BUILT PER MINIMUM CODE. a MINIMUM 2.0E, 2,900 P51 MINIMUM ALLOWABLE BENDING SIMPSON SD WOOD SCREWS. WITH MOST SIMPSON NATIONALLY-APPROVED MANUFACTURERS.ALL SHEAR WALLS MUST BE POSITIVELY CONNECTED AT TOP AND LOADS m MATTER, COMPACTED TO 92% RELATIVE COMPACTION. STRESS. CONNECTORS, CONTRACTOR MAY USE SD9 IN LIEU OF 10D BOTTOM TO DIAPHRAGMS. WALLS NOT SPECIFICALLY GALLED OUT, OR LABLED "N5"ARE NOT INTENDED A5 WHERE PIPES ENTER AND EXIT STRUCTURES(DISTRIBUTION BOXES, UTILITY BOXES, CATCH BASINS, MANHOLES, ETC.)USE FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DESIGN / - LVL(LAMINATED VENEER LUMBER). USE MINIMUM 1.9E, 2,600 NAILS, AND/OR 5010 IN LIEU OF 1 bD NAILS. THESE ARE SHEAR WALLS AND SHALL BE BUILT PER MINIMUM CODE. STRUCTURAL FILL AROUND THE STRUCTURE. CAREFULLY PLACE AND COMPACT TO 95%RELATIVE COMPACTION UNDER ANALYSIS: P51 MINIMUM ALLOWABLE BENDING STRESS. PROVIDED IN 1-1/2"AND 2-1/2" LENGTHS. USE THE LENGTH SHEATHING. "PIN"WALLS, USE PLYWOOD OR OSB, MINIMUM THICKNESS AND NAILING A5 INDICATED IN 5HEAR AND 0 ROOF LIVE:20 PSF. I SI (LAMINATFD STRAND LUMBER). MEMBERS INDICATED AS WALL TABLE, ORIENTED EITHER DIRECTION. "GIN"WALLS ARE DRYWALL SHEAR WALLS, USE PER 5HEAR WALL AROUND ALL PIPES. 0 ROOF + CEILING DEAD: 15 P5F " .1 NECESSARY FOR FULL PENETRATION INTO THE MEMBER(5) WHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER-EXCAVATION, FILL OVER-EXCAVATION ANDm 1.5E SHALL HAVE MIN., 1.5E MODULUS OF ELASTICITY AND TABLE. 0 ROOF SNOW:25 PSF CONNECTED. y COMPACT - 2,300 P51 ALLOWABLE BENDING STRESS. MEMBERS SHEATHING JOINTS. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE SHEAR WALL TABLE.WITH"PIN"AND 0 FLOOR LIVE:40 PSF a PER THE ABOVE. INDICATED AS 1.3E SHALL HAVE MIN., 1.3E MODULUS OF "GIN"WALLS, NO SHEATHING JOINTS ARE ALLOWED WITHIN 2-FEET IN ANY DIRECTION OF A DOOR OR WINDOW 0 FLOOR DEAD: 15 PSF x FOUNDATIONS, FOOTINGS ON SOIL:ALL FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED EXISTING SOIL OR e WCORNER. ELASTICITY AND 1,100 PSI MIN. ALLOW ABLE BENDING STRESS. STRUCTURAL FILL.ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH FOOTINGS AND FOUNDATIONS TO BE REMOVED 0 FLOOR LIVE, GARAGE: 40 PSF OR 3,000 LB MULTIPLE PLY MFMRFES. POINT LOAD OVER 4.5"50.AREA. P f71 11F-1 AMINATED TIMBERS. UNLESS OTHERWISE NOTED, ALL AND GLULAM BEAMS SHALL BE 24F-V4 DF/DF. ANY THAT SPAN TRIMMERS, KING STUDS, HEADERS. WHERE MORE THAN ONE 2X 15 PLACED AGAINST ANOTHER AND USED AS A REPLACED WITH STRUCTURAL FILL. BOTTOM OF FOOTINGS TO BE BELOW LOCALLY PRESCRIBED FROST ZONE, NOT LESS 0 FLOOR DEAD, GARAGE, 5"GONG PAN DECK: 50 m THAN 12&QUOT;. OVER ONE OR MORE INTERIOR SUPPORTS MULTIPLE PLY KING STUD,TRIMMER, OR HEADER, CONNECT ALL PLIES WITH 16D AT 4"OG, STAGGERED. PSF. BEAMS, COLUMNS. WHERE MORE THAN ONE 2X, OR LVL, OR LSL 15 PLACED AGAINST ANOTHER AND USED A5 A FOUNDATIONS, FOOTINGS ON ROCK:WHERE FOOTINGS BEAR ON ROCK,CLEAN THE ROCK FREE OF LOOSE ROCK, DIRT, 0 DECK LIVE:60 P5F w OR ARE CANTILEVERED, USE 24F-VS DF/DF. USE INDUSTRIAL MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 16D AT 4"SPACING. M055, 0 DECK DEAD: 10 PSF. L APPEARANCE GRADE, UNLESS VISUALLY EXPOSED TO 61 IIF FPDXY. WHERE SPECIFIED, WOOD GLUE SHALL BE COMMERCIAL GRADE WITH MINIMUM 5HEAR DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PRESSURE WASH A5 NECESSARY. USE BONDING AGENT PRIOR TO 0 EXTERIOR WALL DEAD: 10 PSF;WITH FAUX INTERIOR LIVING SPACE USE ARCHITECTURAL APPEARANCE STRENGTH OF 450 P5I AT 28 DAYS. USE LIQUID NAILS LN-940 OR SIMILAR. PREP AND APPLY PER POURING STONE:25 PSF. GRADE. MANUFACTURER'S RECOMMENDATIONS. CONCRETE ON ROCK.WHERE ROCK 15 SLOPED LESS THAN 3:1 (18-DEGREES), NO DOWELS INTO ROCK ARE NECESSARY. 0 INTERIOR WALL DEAD: 7 PSF PRESSURE TREATED (PT) GLULAMS SHALL BE NOT LESS THAN EPDXY USED WITH WOOD DOWELS OR DRIFT PINS SHALL BE SIMPSON ET-HP, OR OTHER BRAND INTENDED FOR INHERE ROCK 15 SLOPED 3:1 (18-DEGREES)OR GREATER(UP TO 45-DEGREES MAX), USE#4 X 18"LONG DOWELS 0 SEISMIC FACTORS: 55= 1.15, 51=0.409 10%WEAKER THAN THE ABOVE IN BENDING, SHEAR, AND WOOD USE. WOOD AND DOWEL SHALL BE GLEAN AND DRY PRIOR TO EPDXY INSTALLATION. ROTOHAMMERED MIN.,8" INTO SOLID ROCK. ROTOHAMMERED HOLES TO BE A"DIAMETER, PERPENDICULAR TO FACE OF 0 SEISMIC 0E5 CATEGORY: "D" MODULUS OF ELASTICITY, USING SUITABLE WOOD SPECIES WINDOW AND DOOR OPFNIN(,j. ROCK. NO EPDXY IS NECESSARY. DOWELS TO BE LOCATED AS FOLLOWS: 0 WIND EXPOSURE 'G', 3-SEC GUST: 120 MPH, USE MINIMUM SIZE AS GALLED OUT ON PLANS.ALL HEADERS SHALL BE INSTALLED WITH THEIR TALL 0 FOR CONTINUOUS FOOTINGS, USE DOWEL WITHIN 6"OF ENDS, CORNERS,AND INTERSECTIONS AND AT 36"OG WITH 2D ESCARPMENT. HEADER. FOR PRESSURE TREATING. MAX SPACING. DOWELS TO BE CENTERED ON STEMALL. ALL GLULAMS SHALL BE MANUFACTURED BY AN AITC DIMENSION VERTICAL. IF HEADER 15 LESS THAN 3 INCHES WIDE (I.E.A SINGLE 2X OR SINGLE LVL) USE A FLAT 2X 0 ASSUMED ALLOWABLE SOIL BEARING PRESSURE: OW N NAILED TO THE BOTTOM OF HEADER IN AN "L"CONFIGURATION WITH 16D AT 4" MAX SPACING. IF NO HEADER 15 2,000 PSF. APPROVED FABRICATOR. STORE AND INSTALL IN 0 FOR PAD FOOTINGS, USE THREE DOWELS SPACED 8"APART,CENTERED ON FOOTING. IF DOWEL 15 TOO LONG TO FIT Z #= ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECIFIED, THE WALL IS ASSUMED NON-LOAD BEARING AND WALL TOP PLATE MAY SERVE A5 THE HEADER. IN FOOTING, BEND A5 NECESSARY TO PROVIDE 2"COVER AT TOP AND/OR SIDE(5). SINGLE PROJECT: MULTIPLE ADJACENT OPENINGS.WHERE ADJACENT DOOR OR WINDOW OPENINGS OCCUR IN A WALL, HEADERS SLABS ON GRADE. SUBGRADE BELOW SLABS SHALL BE SIMILAR TO THE ABOVE.A LAYER OF FREE DRAINING MATERIAL AND THE CALCULATIONS, DRAWINGS, NOTES, SPECIFICATIONS,AND/OR W -4 FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL-HEIGHT KING 5TUD5 BETWEEN THEM. EACH A TABLES PREPARED BY CCI ARE VALID ONLY FOR THE Q Z z Ea- STRUCTURALSTEEL HEADER SHALL USE THE NUMBER OF KING 5TUD5 SPECIFIED BELOW OR IN THE STRUCTURAL CALLOUTS. SUITABLE VAPOR BARRIER(DESIGNED BY OTHERS)ARE RECOMMENDED FOR ALL INTERIOR SLABS. PROJECT INDICATED HEREIN.THESE DOCUMENTS ARE NOT VALID, 5 Q TRIMMERS,AKA JACK STUDS. USE SIZE(OR LARGER) PER STRUCTURAL CALLOUTS. CONCEALED FLANGE FOOTING DRAINS. FOOTING DRAINS,WITH WASHED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT EXTENDING TO FINISHED ARE NOT APPLICABLE TO,AND SHALL NOT BE USED FOR ANY CO X f_ K f,FNFRAI .ALL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL HANGER OF SIMILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER. GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND RETAINING WALLS WHICH WILL HAVE EARTH PLACED OTHER PROJECT AT ANY OTHER LOCATION. COMPLY WITH THE REQUIREMENTS OF AISC(NINTH EDITION). KING STUDS UNLE55 OTHERWISE SHOWN ON PLANS U5E THE FOLLOWING. THESE MUST BE FULL-HEIGHT, AGAINST COMPETENT CONSTRUCTION PERSONNEL/SAFETY: STRUCTURAL SHAPF MATFRIAI 5.ALL STRUCTURAL SHAPES SHALL COMPLY BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM. THEM. FOOTING DRAINS SHALL BE 4" PERFORATED PIPE ROUTED DOWNGRADIENT TO DAYLIGHT, UNLESS OTHERWISE ONLY COMPETENT PERSONNEL FAMILIAR WITH CONSTRUCTION w WITH THE FOLLOWING STANDARDS EXCEPT INHERE NOTED OTHERWISE. •*OPENING LESS THAN 6'WIDE-USE MIN., ONE KING STUD EACH END OF HEADER. SPECIFIED. AND SAFETY PRACTICES GERMANE TO THE PROJECT SHOWN i O WIDE FLANGES:ASTM A992,(FY=50 K51.) •*OPENING 6.1'WIDE TO 9'WIDE-USE MIN.,TWO KING STUDS EACH END OF HEADER. STANDARD CONCRETE: HEREIN SHOULD BE EMPLOYED TO ASSEMBLE AND CONSTRUCT �,J O ANGLES,CHANNELS,AND PLATES:ASTM Ash(FY=36 K5I)OR BETTER. STANDARD CONCRETE. CONCRETE FOR FOOTINGS, SLABS,AND WALLS SHALL ATTAIN A MINIMUM 28 DAY STRENGTH OF THE WORK. 0 Z •*OPENING 9.1'WIDE TO 16'WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. WELDIN(z.ALL WELDING BY STATE-CERTIFIED STRUCTURAL WELDERS.FOR F'C= CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA ,1 1 DISCONTINUOUS TOP PLATE.WHERE WALL TOP PLATES ARE GUT, OMITTED, OR OTHERWISE DISCONTINUOUS J� SHIELDED METAL ARC WELDING, USE ONLY LOW HYDROGEN ELECTRODES, 2,500 P51 UNLESS OTHERWISE NOTED ON PLANS. MINIMUM GEMENT CONTENT=5 SACKS PER CUBIC YARD. MAXIMUM , D E HEADER CONNECTED O E REMAINING BEYOND AND STATE LABOR AND INDUSTRIES STANDARDS. MIN.70 K51., IN CONFORMANCE WITH CURRENT ANSI/AWS CODE.ALL BASE AT A HEADER THE EN OF THE HAR SHALL B CNNCT T THE RMAINING TOP PAT BYON WITH A WATER/GEMENT RATIO SHALL BE 0.45.ALL MATERIALS SHALL BE IN ACCORDANCE WITH ACI 318, LATEST EDITION. MIXING Z PLATES, BEAM END PLATES, STEEL END CONNECTORS,STIFFENER PLATES, HORIZONTAL C518 STRAP WITH MINIMUM 12"LENGTH ON THE HEADER AND 12" LENGTH ON THE TOP PLATE AND PLACING OF ALL CONCRETE TO BE IN ACCORDANCE WITH IBC AND ACI 304, LATEST EDITION. CONTRACTOR ASSUMES FULL RESPONSIBILITY A5 TO — 12, 0- 1 AND BENT PLATES AT COLUMN ENDS SHALL BE SHOP FABRICATED UNLESS BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL. ADMIXTURES. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, FLOWABILITY,AND/OR CONSTRUCTION METHODS USED, SAFETY PROVISIONS EMPLOYED, I— — ,1 1 OTHERWISE NOTED OR SHOWN IN THE PLANS OR STRUCTURAL SKETCHES. ANCHOR 501 T5. WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY OF THE CONCRETE IS NOT ADVERSELY AND THE Z ,U-I , ) WELD SIZE SHALL BE EQUIVALENT TO OR BETTER THAN THE ELEMENT BEING SHEARINALL ANCHOR BOLTS CONNECTING MUD SILLS, USE 5/8" DIAMETER X 8" MIN EMBEDMENT AT THE AFFECTED. FINISHED AS-BUILT CONDITION OF THE STRUCTURE AND RELATED W 11 1 ^ Vwl WELDED,AND SHALL BE WELDED ALL AROUND UNLESS OTHERWISE NOTED. Ni�-.1 j-1 DARE SHALL BE TAKEN TO AVOID EXCESS WARPING OF YIELDED ELEMENTS. SPACING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60"OG AND WITHIN 12"OF ENDS AND CORNERS, AIR ENTRAINMENT. PROVIDE 5%AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR WEATHER. SYSTEMS. .—I iF _ BOLTS. BOLTS AND ANCHOR BOLTS TO BE ASTM A307 GRADE A,UNLESS WITH 3"X 3"X .229"STEEL WASHERS,WRENCH TIGHT. WET SET ANCHOR BOLTS SHALL HAVE A HOOK OR HEAD FLY ASH.HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY BE USED IN ACCORDANCE WITH ASTM G618 WITH A MATERIALS AND METHODS: 0) gy ri OTHERWISE SHOWN.PROVIDE STANDARD WASHERS UNDER ALL NUTS AND ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME SPACING MAY BE USED IN LIEU OF CORRESPONDING REDUCTION IN CEMENT CONTENT.ANY SUCH CONCRETE SHALL OBTAIN AT LEAST THE STRENGTH AND PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH DURABILITY CHARACTERISTICS A5 STANDARD CONCRETE LISTED ABOVE. MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. IT I5 I'W Z ''Vl 'O`ANCHOR BOLTS,UNLESS SPECIFICALLY PROHIBITED ELSEWHERE. NET SET-SEE SPECIFICATIONS IN PREVIOUS SECTION.AN ALTERNATE TO ET-SET ANCHOR BOLTS AND CONCRETE REINFORCING: THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL FIELD V _ V V STFFI GOATIN(,5Y5TFM5. THE REQUIREMENTS OF THIS SECTION ARE WASHERS MAY BE SIMPSON MASA OR MASAP AT THE SAME SPACING SPECIFIED FOR WET SET ANCHOR BOLTS. W O ' _ STRONGLY RECOMMENDED BUT ARE OPTIONAL AT THE OWNER'S NON-SHEAR/NALL ANCHOR BOLTS SHALL BE SPACED A MAXIMUM OF 72-INCHES AND W WITHIN 12-INCHES OF STRENGTH: RETAINING WALLS AND OTHER STRUCTURAL ELEMENTS. REINFORCING BARS(REBAR)FOR RETAINING WALLS PERSONNEL UNDERSTAND AND ADHERE TO THIS. DISCRETION.ALL COATING SYSTEMS SHALL BE INSTALLED IN STRICT RETAINING MORE THAN 4-FEET OF SOIL AND THEIR FOOTINGS,AND FOR STRUCTURAL BEAMS, STRUCTURAL COLUMNS AND 0 I— r/ Z ENDS AND CORNERS AND SHALL BE FITTED W WITH 2"STEEL PLATE WASHERS. U5E EITHER 1/2" DIAMETER X 8" ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THE TEMPORARY SUPPORT AND BRACING: MIN EMBEDMENT WET-SET, OR 1/2"TITEN HD WITH 4" MIN EMBEDMENT. N�/ RECOMMENDATIONS.TOUGH UP SHALL ALSO BE IN ACCORDANCE WITH LIKE SHALL BE GRADE 60(FY=60 K5I)UNLESS OTHERWISE SPECIFIED IN THE PLANS. IL tn O NON-5HEARINALL ANCHORS MAY BE 0.145" DIAMETER POWDER-ACTUATED PINS WITH 1-1/2" MIN CONCRETE GENERAL. PROVIDE ADEQUATE TEMPORARY SUPPORT TO ALL — C ) MANUFACTURER'S RECOMMENDATIONS. STRENGTH: STANDARD FOOTINGS, STEM WALLS, SLABS ON GRADE. REINFORCING BARS(REBAR)FOR STANDARD STRUCTURAL STEEL SYSTEMS THAT WILL BE EXPOSED TO WEATHER SHALL EMBEDMENT,AT 16" OG, UNLESS OTHERWISE SHOWN . FOOTINGS, WALLS, ROOFS, BEAMS, COLUMNS, AND FLOORS DURING tr BE SHOP COATED WITH A 3 GOAT SYSTEM.PREPARATION SHALL BE A DECKS: JOIST HANGERS USED AT DECKS SHALL BE CONNECTED TO ALL WOOD MEMBERS WITH CORROSION- STEM WALLS,AND SLABS ON GRADE SHALL BE GRADE 40(FY=40 K5I)OR BETTER, UNLE55 OTHERWISE SPECIFIED IN THE CONSTRUCTION. DESIGN OF SAME IS NOT INCLUDED HEREIN. _1M COWICOMMERCIAL SANDBLAST,2-3 MIL ANCHOR PATTERN.THE PRIME COAT RESISTANT SCREWS, SIMPSON 9 OR SIMILAR. HANGERS SHALL BE U OR LU ONLY(NOT LUS.)LEDGERS PLANS. CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY- 1-1-.1 SHALL BE A 3 MIL THICK ORGANIC ZINC PRIMER.THE INTERMEDIATE AND SHALL BE ATTACHED WITH SCREWS OR LAG BOLTS PER CALLOUTS.ALL HARDWARE AND CONNECTORS SHALL SPLICING, BENDING.ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT,AND SUPPORTED IN ACCORDANCE WITH THE SUPPORTING DEVICES WITH A QUALIFIED PERSON. CONTRACTOR TOPCOATS SHALL BE 3 MILS THICK EACH USING A VINYL HIGH-BUILD COATING BE AT LEAST MEDIUM-DUTY CORROSION-RESISTANT WITH GALVANIZING OR SIMILAR. MOST RECENT ACI CODE ADOPTED BY THE JURISDICTION. SHALL BE RESPONSIBLE FOR THE ADEQUACY OF ALL SYSTEM. UNLESS OTHERWISE SPECIFIED BY THE OWNER,THE FINAL COLOR WELDED WIRE FABRIC. UNLE55 OTHERWISE SPECIFIED,WELDED WIRE FABRIC(WWF)SHALL BE W2.9,6"X6"(6 GA.), TEMPORARY AND/OR PERMANENT SUPPORT SYSTEMS. SHALL BE'PRIMER GREY'.CONTRACTOR SHALL VERIFY THIS COLOR WITH PRESSURE TREATED LUMBER. USE PRESSURE TREATED LUMBER IN CONTACT WITH CONCRETE AND/OR SOIL, AND WHEN DIRECTLY EXPOSED TO WEATHER. PRESSURE TREATING CHEMICALS SHALL BE INERT, OR ASTM A-185. SPLICE BY LAPPING ONE MESH+2&QUOT;ALL SIDES. RETAINING WW ALLS. DO NOT BACKFILL AGAINST RETAINING ALLS OWNER PRIOR TO ANY PAINT APPLICATION. COVER. PROVIDE THE FOLLOWING MINIMUM COVER: aw STEEL WHICH WILL NOT BE EXPOSED TO WEATHER SHALL BE SHOP OR FIELD OTHERWISE NON-REACTIVE WITH METAL CONNECTORS (INCLUDING NAILS, BOLTS, FRAMING CONNECTORS, UNTIL CONCRETE HA5 CURED TO AT LEAST 2,500 P51 (OKAY �, a FOOTINGS AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FACE...3&QUOT; �� COATED WITH A 2 COAT SYSTEM CONSISTING OF A 2 MIL RED OXIDE ZING ETC.)OR STRUCTURAL STEEL MEMBERS. TO USE HIGH EARLY STRENGTH ADMIXTURES OR ADDITIONAL ogorw FORMED SURFACES IN DIRECT CONTACT WITH EARTH 2&QUOT; oo°o CHROMATE ALKYD PRIMER UNDER A 2 MIL LONG OIL ALKYD ENAMEL. IN CERTAIN CASES NON-PRESSURE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE CA5E5 USE A CEMENT IN THE MIX TO ACHIEVE THIS). FOR RETAINING WALLS IA__ kW PREPARATION SHALL BE WIRE BRUSH CLEANING. UNLESS OTHERWISE SURFACES EXPOSED TO WEATHER 1-1/2" apg$ LAYER OF HEAVY,ASPHALTIC-TREATED CONSTRUCTION PAPER BETWEEN WOOD AND CONCRETE. THAT ARE TO BE CONNECTED AT THEIR TOP TO HORIZONTAL Z Z °wLL> SPECIFIED BY THE OWNER,THE FINAL COLOR SHALL BE'PRIMER RED'. FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLESS OTHERWISE SPECIFIED. FLOOR DIAPHRAGMS, DO NOT BACKFILL AGAINST THE RETAINING �zzi CONTRACTOR SHALL VERIFY THIS COLOR WITH OWNER PRIOR TO ANY PAINT BLOCKING/BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL DEPTH BOLTS AND DOWELS IN CURED CONCRETE: O gri8 3oaw APPLICATION. BRIDGING OR BLOCKING AT S' OC MAX. IN JOIST OR RAFTERS WITHOUT CONTINUOUS PLYWOOD DIAPHRAGM GENERAL.THIS SECTION SHALL APPLY TO BOLTS AND DOWELS INSTALLED IN CURED CONCRETE USING ROTOHAMMER WALL WHET CONNECTION ON THE TOP . TECHNIQUES. MINIMUM CONCRETE EMBEDMENT=4-INCHES UNLESS OTHERWISE SPECIFIED. MINIMUM DISTANCE TO ANY UNTIL SUCH HORIZONTAL DIAPHRAGMS ARE IN PLAGE AND aww�o � za= FRAMED FLOORS WHICH SUPPORT POSTS SHALL BE SOLIDLY BLOCKED WPROPERLY CONNECTED TO THE RETAINING WALL. 3uis.w WITHIN THE FLOOR CAVITY TO EDGE OR END OF CONCRETE=3"FROM HOLE CENTERLINE UNLE55 OTHERWISE SPECIFIED. � h"=l Ng°a POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO THE EXISTING REINFORCING. IT 15 IMPORTANT THAT NO EXISTING REBARS ARE DRILLED OR CUT DURING ROTOHAMMER Z < g oaaz SUPPORTS BENEATH. OPERATIONS. (Y • \ �- WQ LOCATION OF EXISTING REINFORCING BARS MAY BE BY NON-DESTRUCTIVE METHODS(PACHOMETER, RADAR,OR SIMILAR). `J *q16 LAG BOI T .ALL LAG BOLTS GREATER IN DIAMETER THAN 1/4"SHALL HAVE PILOT HOLES PRE-DRILLED. SIZE OF p<=Nm ,)p2 PILOT HOLE IN THREADED PORTION SHALL BE 10% OF THE UNTHREADED SHANK DIAMETER(OR 11-1 W Noa=¢ ALTERNATIVELY, 90% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE DIAMETER OF WASHERS. USE 3"X3"X.229"WASHERS ON ALL WOOD MUD SILL ANCHOR BOLTS.SUCH WASHERS MAY BE SLOTTED,W wwITH 4p Z o �� z PLATE WASHER UNDER THE NUT AS ALLOWED BY THE IBC.AT NON-MUD SILL LOCATIONS,SMALLER WASHERS MAY BE , ' r zo UNTHREADED PORTION SHALL BE THE SAME DIAMETER A5 THE UNTHREADED SHANK. USED. Z v 2w�oi USE A STEEL PLATE OR MALLEABLE IRON WASHER UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT WOOD. — w oow,a NON-EPDXY SYSTEMS. USE SIMPSON TITEN HD WHERE SHOWN IN THE PLANS.THESE ANCHORS MAY BE USED TO k I� n awl' RESIST TENSION LOADS AND SHEAR LOADS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. J 1L 6m < EPDXY SYSTEMS. FOR BOLTS, USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH ET-HP OR SET HIGH STRENGTH EPDXY, Zkii 1°1 W °gn WITH ZINC PLATED,A307'ALL-THREAD' BOLTS AS SHOWN IN THE SKETCHES. FOR DOWELS, USE ET-HP OR SET HIGH :9.. STRENGTH EPDXY AND REBAR A5 SPECIFIED ON THE PLANS AND CALLOUTS. DRILLING OF HOLES AND INSTALLATION SHALL �`p" BE IN STRICT ACCORDANCE WITH EPDXY MANUFACTURER'S RECOMMENDATION. ii.• G, kf OF*As14,y 'Jp OWNER APPROVAL .1/4 2.873 ,�q{�. BUILDER APPROVAL JONALta. 't '. 1ft, °iall 7 IWIRCA `:- I PAGE: $TAMct 6 Fe* ST/LIGC+a44L. "rice-is GUt.y DESIGNED BY: J. SYKORA, GPBD 6 10 I I / ///7 DRAFTED 8Y:• N Co 1 r �v Ii 0 i / SCALE I Z I / R 1/8" = 1' U.N.O. Si I ) 1 / �� % DATE a w I / allz 1-21-11 / 1 / 1 I 1 /1 1 / ^ ,I 1 1 I / CD x I / U? I ' LOT 4 "?/ In O L..,i � / / 1 / L 9 / 1 A Ill \ e :1 iLi lis z d a uI I W IIVI U W 10 id _ m — _ _��9 (122.36' — _ o b' t� I- ' SILT FENLE==SD--�� .�/1aa(,�u �Q.�� 4�Qf��F.f FENCE 5D — — y.. LOT INFORMATION i r__ 55 \ OWNER: STEVE AND CAROLE BLEISTEIN I 4 r� I in L O T r I I 1-_-_ =D STORM CONNECTION— "`- — ADDRE55: 3130 ROCK RIDGE PARKWAY j7_ I ' I NI 25' II PARCEL# 133952 0 b 45 .5 LOT 5 - ROCK RIDGE SOUTH PHASE 4. I EI DERDECTOR PULP 1 D UNDERDED� t , DRIVEWAY ENTRANCE. `^ O th LOT SIZE : 10,542 SQ.FT. I I 1D%SLOPE MAX WIDTH IS 20' PER EDS I ( I 1 z STANDARDS. ..- w0MAX BUILDING COVERAGE (35%) = 309 SQ.FT. 1 FF HEIGHT: 454.0' 0 z � i 'i, 1 a w ACTUAL BUILDING COVERAGE = 3,b52 SQ.FT. R� I4. N DRIVEWAY ' m — HOUSE IMPERVIOUS: 4,432 SQ.FT. (ROOF AND DECK) I z stOdM DRAIN SUM°W \ 7b4 SO FT. A UND%R DECK DRIVEWAY IMPERVIOUS: 784 SQ.FT. b 0 m 1 1 / ---I m ` lLLI TOTAL IMPERVIOUS: 5,216 SQ.FT. I 1 v - EWER DONNEDTION. HEIGHT RESTRICTION - 10'ABOVE SOUTH WEST �3�j `�` 55 0 5t �� 1L PROP. CORNER. LARGE ROCKS 1.34 DECIDUOUS TREE 1 � j� Y I z Q [L MINIMUM TREE DENSITY 1 -2 ; r ANALORTES MUNICODE-1650.010 . n 1 I Z V ! W In Calculation of the Total Tree Units Required.The total number of tree units required II-I j / to be provided by a regulated project or tree conservation permit approval listed in �. 1• I _ - S N Section 16.50.100 shall be calculated by dividing gross site area,minus any public or f / lFpp/4 I — , W N _Di street rights-of-way,by one thousand Table 16.50.120(D).The result of the 1 FF HEIGHT: 454.0' - GSTO s/ I '^ Q in w P (-Zia - CONIFER TREE ( - ,.`�calculation will be the total number of tree units required for the project approval N, / 0 within the buildingsite. o 1 v O in O 1 4� - - i COURTYARD `-L co " �1 E Z - ` LOT SIZE: 10,542 SQ. FT. TREES REQUIRED: 11 v V LANDSCAPING AREAS z SHRUBS / PLANTINGS I — -f ' r r W O 1 I Ct Z I — X LAWN / LANDSCAPED AREA 1,592 SQ.FT. O 1 Ir �� I cn iv I i In MULCH / LANDSCAPED AREA 514 SQ.FT. / / IL ; / i Y � I / V b `1 40 o e I / i rE I 20% LANDSCAPE REQUIREMENT= 2,105 SQ.FT. z / 44S `/ ,_ mozw oLL,a Z ��a� Z v- I g , Q Patio§ ! It rc , I` I a o it, I / w I 2a > ON SITE TOTAL 2,166 SQ.FT. 1 �® 1 ii U / • J mrco¢rc 11111.11111 0— _ 11111111.11_. a III =o=a 1 s owN 1 0«� �FU30 I PATIO ■ 3 w I t. I X �� 'F I 1 — — >n `�w U I,. ii 11� o �? " HEIGHTRESTRICTED to -'14o ill L Ne ' .6111 \110' HT. RESTRICTION = n= — — — — Ln -- _ — / == D: — - Iw —. �I T _C — _� \__ _ — —IIF FENL e ��{ /\�� 'n cwio�o QI V (r O 1 11 ' Lorwz �N SSS 42 4S Ein 3s MEASURED @ PROP. CORNER ?OR zpzj g �Poig I 1 Sbo \Ilk/ T I t 1 ,......"...................„________„/ 7- 2 - a, —1Z d �`" 1 \ ��j _f11� OWNER APPROVAL / r / 1 I I ; \ BUILDER APPROVAL ( / • •' \ VA 1 // , ,,-,/ LOT 6 _ , ......... �� PAGE: I / l / 1 , J. 51/KORA, CFBD DRAFTED E o N ry Vs C SCALE a3 T 1/8" = 1' U.N.O. 153 n H 0 w I i 1-21 -11 E 1 il I I LOT4 i� /ry I 2 CD .).... k 1 I � 0 — w W /� w I lc 1 vcy l ( r-, o ft r -\\ on - - - p -I V IL/ W liWilD STORM DRAIN INLET JI — F I cn "so 122.3A' d ��1� ' N PROTECTION I-40.20-00 LOT INFORMATION — —W -1 EILTFENCE — — — _ - _ (ANY NEARBY DRAINS) 7. '.T FENCE ---� _ `!1• N5 - - - - --~ - OWNER: STEVE AND CAROLE BLEISTEIN i — — SD LOT \ I STORM ADDRESS: 3' 130 ROCK RIDGE PARKWAY I I ••• 25' ••i• ••a• i: PARCEL# 133152 m •.•.) '+ T m \ 11 t L GDNSTRUGTION ENTRANCE• , as: s 5 LOT 5 - ROCK RIDGE SOUTH PHASE 4. I EJEciOR Ct" UNDER DEGII {�•i•-•:�^• • f`; ¢eg DRIVEWAY ENTRANCE. LOT SIZE : 10,542 SOFT. I I ••••,••�•, 10%SLOPE i MAX WIDTH IS 20' PER EDS MAX BUILDING COVERAGE (35%) = 3,68c1 5Q.FT. I I o j� .�!�;n STANDARDS. �2� 1 ' % FF HEIGHT: 454.0' — c , u � j ACTUAL BUILDING COVERAGE = 3,682 SO.FT. I 0 •• t1 - DRIVEWAY' "� `„, HOUSE IMPERVIOUS: 4,432 SO.FT. (ROOF AND DECK) I > STOIPl DRAIN EUMP iaa SO FT. A3o 3 UND'R DECK DRIVE/NAY IMPERVIOUS: 134 SOFT. I <rn 1t TOTAL IMPERVIOUS: 5,216 SQ.FT. I M `` O� in HEIGHT RESTRICTION - 10'ABOVE SOUTH WEST Z o ` ` GONNEGiIOµ ..._, f-L Z PROP. CORNER p3 � � \�\ - '� s�ER /.-. wn �_ LARGE ROCKS I J m 4 - O W Q I MINIMUM REQUIREMENT #2 BMP'S W I �� I �' / H ' / I Q 7-11 gal BMP T5_13:POST-CONSTRUCTION SOIL QUALITY AND _ E �OFFHEIGHT: 4540cfa ILI COURTYARD � 0/ w i 1 B BMP C233:SILT FENCE Z ) 1 a 1 I z Q IL / I — U I - Z to 1-11 /� BMP T5.13� © BMP T5.13 I �.-..� W V� o BMP C105:STABILIZED CONSTRUCTION ENTRANCE/EXIT / 1W ILIQ 1 / � 0 I D STORM DRAIN INLET PROTECTION I-40.20-00 = BMP G233 / i I a I '/ - ` WI IL i 0 to ' " I— V Z CO © BMP G123: PLASTIC COVERING �_ / //k�M� �°, I z CI- O RIVi SOILS STOCKPILE MAY BE ON LOT OR AT OVERALL / w I ! ICr DEVELOPMENT STOCKPILE. !LC 1 / 1 / w � � I 11 - thl m e J�.('� ink BMP T5.13 "�� ini II1I I Q• - 1 n NASHOUTAREALOCATEDOFFSITEATOVERALL I . K DEVELOPMENT NNASH AREA I _ I 1 I BMP G123 PLASTIC COVERING I I S 1 �.� I � PATIO BMP T5.13 ,--„ Z a w - _ wIn ILI i V @BMPTS1S -- - - - is*iid o,,. - - -. n. / ' `R�"` ova O o0 NI al " % ' "EIGHT RESTRICTED °mks — — fg — — L — — 1 uWi ,AIL fF _ _ 122.71' •�� ,, R`'he. i '10' HT. RESTRICTION Z < ph; 1 q - _- = r — — �. sn T FFypF r' _. — - - 4 _ — a F z" Iir � 558° 42' 48"E it BMPG233 a. = rn—=r,I FFNCI \ O r3oazIN N ? /� lEASURED @PROP. CORNER -- 1ILi:I CP E O 3w°gwctit- \ VILZ111 b° + • a,9s ~ Z�Ili ` Z 6 zrcia rc O W N°aoo ` awwz I n HP LL pzz ompa i Pr \` °gwV LOTS ., N0 to =a�° /' l CANNER APPROVAL I / \ / II 1 \ BUILDER APPROVAL PAGE: J. SYKORA, GPBD O BMP C154: CONCRETE WASHOUT AREA O BMP C235: 1NATTLES O BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT 0 BMP T5.13: POST CONSTRUCTION 501E QUALITY AND DRAFTED BY: PURPOSE PURPOSE PURPOSE DEPTH ei cV PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO el PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS 15 DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT PURPOSE AND DEFINITION WASHOUT OFF-SITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT IS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS SCALE ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND GAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT pi ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW CONDITIONS OF U5E Ti")as CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC MILL BE ENTERING OR LEAVING A CONSTRUCTION BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS 1/4" = 1' U.N.O. CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE II-4.2.14 ARE LARGELY L05T WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL N CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: WATTLES(P.378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN I-30.30-00 ALSO PROVIDES INFORMATION SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION r- PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE.RATHER THAN ONLY AT THE MAIN SUBDIVISION TOPSOIL AND 50D.NOT ONLY ARE THESE IMPORTANT ATER FUNCTIONS LOST,BUT SUCH LANDSCAPES p -CONCRETE IS USED AS A CONSTRUCTION MATERIAL. ON WATTLES(HTTP://WWW.W5DOT.WA.GOY/DESIGN/STANDARDS/PLANS.HTM#5EGTIONI) THEMSELVES BECOME POLLUTION GENERATING PERVIOUSIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, 1- -IT 15 NOT POSSIBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT,ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET 1-21-19 z -CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-51TE. NOTE:IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,ANC)ROAD PROJECTS,THE DESIGNER SHOULD WASTES,AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER.ESTABLISHING 501E QUALITY AND DEPTH REGAINS a 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. IN THE INITIAL CONSTRUCTION SWPPP.IT 15 DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM INHERE NEEDED. POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR 50ME GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. LANDSCAPING CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY FOR TO TWO SEASONS. NOT TO Pine!F ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH 15 NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING Z -EFFECTIVE FOR ONE BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT SOIL AND VEGETATION.HOWEVER,ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITE ^ ,� MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH r r f h 3m M,nirncmt WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST,COMPOSTED WOODY MATERIAL,BIOSOLIDS,AND FOREST PRODUCT L,/�'�� (\`..�/'/� " Lath and flagging RESIDUALS. IT 15 IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE ) j 0 a C © an 3 sides DESIGN CRITERIA AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE,IT 15 IMPORTANT THAT IMPORTED TOPSOILS '_ ai Sandbag -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED CO -NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. Sandhog AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES �O.da �0000� DESIGN GUIDE] INES W , ' , 10 mil plastic lining SHOULD BE DUG TO A DEPTH OF 5-TO 7-INCHES,OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. j5�1 IM�� de---- PRACTICABLE.501E RETENTION.RETAIN, IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT Q -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD F.K �.+ '.f PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A CO T ed. Varies i A EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. " DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO m ' _ A -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25 FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE, t l( OTHER PORTIONS OF THE SITE INHERE FEASIBLE. x I 0'` �. 1 Im AND RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. ere -�r ,�a -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS o -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO ENO.DO NOT OVERLAP THE ENDS. ��at �' y ire l µ.� ` SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED A5 STRUCTURAL FILL OR SLOPE SHALL,AT P _�`��. -INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE �,� ! ,t' • PROJECT COMPLETION,DEMONSTRATE THE FOLLOWING: `'-� ill- r -IF REQUIRED,INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE ,•0O. i' { y l , ;Alfa ~! 100'min. 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% ,\ L 1 J ( ) S J . Section A-A AND INTO THE SOIL 0111 d i *�,: ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL _ 10 mil plastic Aping -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR CAN 'J-y� '� Y THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INGHE5 EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF " Plan Hares: a ALSOfi BE USED FOR STAKES. .l INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE 1. Actual detlayermined liar determined in the Leta. -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE,LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING { 9. y �� SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, Install driveway k 1 � Type Below Grade" 2. A concrete washout ABOVE THE WATTLE. culvert if!here is a 3r' • INHERE FEASIBLE. x sign shall be inslailed / iir ''` + i • dt 2 within 10 m of the roadside ditch present quarry -./ ., 2.MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. x MAINTENANCE STANDARDS 4 -8' ua 14'a* zJ 1 'f�'' 3m Minimum temporary concrete spells _ _.. 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS washoul featly. -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, 9 1 { ",,--1 1'. A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES GAN BE MET ONLY USING COMPOST MEETING ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. e `• s -� THE COMPOST SPECIFICATION FOR BMP 77.30:BIDRETENTIDN CELLS,SWALES,AND PLANTER BOXES(P.959),WITH THE f I Wood frame EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE.THE COMPOST MUST ALSO HAVE AN ' Geotextile -- ( i w B B securely fastened _ { � • { r'_r r ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN around entire perimeter with twe 3 4 �,-, r - RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND I' I stakes �® (12M) TI LOWLANDS REGION. LL Varies Fib 10 mil �� i A "' '" t B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR plastic teterg lira4 ri �, 2. } i; - -� OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING I12 I f�� r •'> //�;� _-_ _N THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS, IN WAC 173-350-220. r r Notes: yIt \ THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. States gyp.) Straw rolls must be • 1. Driveway shall meet 12'minimum thickness J �� ♦♦♦ ., �, , +`// the requirements of the > L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE Section B-B placed along slope ♦ A, acem rolls METHODS LISTED BELOW. hr) O permitting agency. cdfltaurs shall tightly abut 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 10 mil plastic Aping - Provide full width Two-slacked 2. It is recommended that 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM the entrance be of ingress/egress 2x12 rough Plan 4'- Niiii,-, CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. O woad frame -"`-" '�/ r. crowned so that runoff area 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST drains off the pad. lL Type "Above Grade" with Wood Planks a i ; 1 f;.'1 ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC.MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT"PRE- Z NOT TO real F r = "" APPROVED RATE OR AT A CUSTOM CALCULATED RATE (LI ��`� - Si 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. W . �� 10'-2513-Bm) MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE Q Z DEPTH AND ORGANIC,MATTER QUALITY STANDARDS,AND 15 NOT COMPACTED,DOES NOT NEED TO BE AMENDED. el Figure II-4.1 .7a • N f 0 Figure II-4.1 . 1 m Concrete Washout Area F- Stabilized Construction Entrance MAINTENANCE Spaclng depends Revised June 2015 DEPARTMENT OF Revised June 2015 -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED,PROTECT FROM DEPARTMENT OF on soil type and elCOMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. slope steepness ��'• g ECOLOGY -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. LU ECOLOGY - ga ottbs right.htm/for copyright notice including permission■. Sediment organic maker. p Y 90 PY copyrightincluding Pe'' Please see hit lAvwwec .wa. v t html for notice permissions, State of Washingtonr II anti dnener. N. and native seeds are State of Washington limitation of liability.and disclaimer. _ ;• captured behind the roils. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. _ ` N. -REDUCE AND ADJUST,INHERE POSSIBLE,THE USE OF IRRIGATION,FERTILIZERS,HERBICIDES AND PESTICIDES, V - 440 RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. Z 0 BMP C1230: SURFACE ROUGHENING -� P STORM DRAIN INLET PROTECTION I-40.20-00 -. _ --- O Purpose: 1.SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE i BMP G233: SILT FENCE Surface roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment -5"(75-125n.m) 2.THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE - Q I_ 1 on the contour or by leaving slopes in a roughened condition by not fine grading them.Use this BMP in conjunction with other BMPs such USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A I- as seeding,mulching,or sodding. jTEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE z { ■fX3' j 8--1D"pia. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. v i t� . CONDITIONS OF USE: • A !�� (200-250mm) 11-4.2.12 SILT FENCE(P.369)FOR DETAILS ON SILT FENCE CONSTRUCTION. ILI \• W i -All slopes steeper than 3H:1 V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches poor to seeding. r %. ) ,, 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). Q 44.1 -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. ��/t ire CONDITIONS OF USE . ` re F- �`� r // SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. V (y -Slopes with a stable rock face do not require roughening. Live Stake y I +�" ar- -Slopes where mowing is planned should not be excessively roughened. ri ., �` SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF "„�r�`l f/ 1"x 1"Stake .''` a W` THE SILT FENCE,BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. Z O ' - P (25 x 25mm) claE.rE a.qE I ors SILT FENCE 15 NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS - ` s III - OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. �f LU Ov --- -- - -_ - - ""- I I t NOTE: ,;IWAIE ' ` ` ,1414 . DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN W overtoiveypAss 1- Straw rod installation requires the placement and secure slaking ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. %__ V Z :ma. ��a�a Q 1` of the roll in a trench,3"-5"(75-125mm)deep,dug on contour. aIn4fr rr � s ram. Runoff must not be allowed to run under or around roll. NOT TO SCALE LLI m �GG l - LC.• Gy f� � NNN GRAJoints in filter fabric shag be spliced t� j ?-_ Figure I I-4.2.14 _ , �� s at posts.Use staples,wire rings or cr (`(� ',� a3 "- 11 i1 equivalent to attach fabric to posts . Wattles (� cpi. ' ::� ��`a- ram. 61 2"xY by t4 Ga wire or equivalent.�� Revised November 2015 of standard strength fabric used (".1--I ,�, DEPARTMENT DF ! a`a' aa. ram. ECOLOGY �. i9ii 'riiiaiai�i�i i'iriria:i ii i00"Tit -----"""'_--` -� - al r s� Please see hBpJdaww.ecy.wa.govlcopyrighthtml for copyrgM ndioa including permissions, . ° c :Oa•: a:r•Orrr rOr:.•O. :::i::0•O O:Oa.uuu.u.u. I■ ■■ ".- �� r::• : ::%wsit•000da0•r•••OOOrOOas•i'.■■■UW.a..a■ ■■ +� �- State of Washington hmitairon of liability. and disUaeYeer. . ......•..•%L%.. ....... RR lr **v'z � �. -._. .a•a a ♦.r aaa pa.i0•iee4.%dP•%%:Oa.M:•%%.;u 1 ■ ■. el aa " I-. ,.z. . e�a a ♦a•••a ai%••Rpa1.•a•ar..::':O.a:.:a:r� r . r.. ■■ .J Qy ° i a• 1.a .* Oa:r:r:ar•ir rw.a:.L'a a9•44 1 , 'i 1" • i n aaa ...ASV •••••S•M••••••a•aaaa•• .I. a=w4 11 7racin with machinery u arid drown +� r%%•. ', b*SOWig•ay••**, .I a o 5 ® BMP C123: PLASTIC COVERING "" r'r .a*r .r...%•.•vv.. ` 9 y p ca. v� . „ry .+�• f� D D a _ WO:: ; ! r 01.4 i i'••:••••:.•••••i n i 1 -Iln "°z u the Stripe provides grooves that will a .1 �` ''�.V.! , • l p�.r�!r�r.):441 i iri• g42 t ; ! 1 INM y o catch seed,rainfall.and reduce runoff. °� ea . a�'- PURPOSE: ..C11.r1111l11 �• t. � i'i i'i =•� •••• y -j -ii ��i aFo 0 K RLL cam- PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. terreea a _Eire_ r.t.4.04.1.,:i..Se•izt...Se..PA.R-SWZ.:-.1.:•.:?..440,- -.�,'y+��`�'p'G >s x, ( ea L3UTracking CONDITIONS OF USE: Jr _r � .fie 'S ' J ! ,�\ '\� ' Qj k K fU PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, I 1 6'rnax I I e-Hoc f Minimum f 1 1 zwwLLo EXCEPT AS STATED BELOW. 4"x4"trench 1W I 3 W V W xogo PLASTIC 15 PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY ^ i e o I v ' ,T°w=RAPID BREAKDOWN OF M05T POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX Post spaUng may be increased 2"x2'wood posts steel w 5 a x N to 8'if wire backingis used :pip 11n11.®11 MONTHS)APPLICATIONS. fence posts.or equivalent w E s o ilPI1=1b CENNAGEGRATE_ �3 �< E.1104 �L. -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING,DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE _RECTANGULAR GRATE SNOW. �` RETwEvk SYSTEM l p Q L N o II-�I-III) ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. -III II ft -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES,REQUIRING ADDITIONAL ON-SITE ozNoz ao�ro 14344 1+*.,t'✓•'•II +. MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY -. _ - 2"x2'by 14 Ga.wire or equivalent En go . r II rr II nil 11 I CLEAN WATER AWAY FROM THESE AREAS. 0 Pi /swiss 1 I y if standard strength fabric used =z a i s I CII-I! II il. ( 0-65 I . IIPII Lt il- -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. \ t:�/yr + tea°o 1-4rh 7 50 8"min t II1(II I` -WHILE PLASTIC 15 INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION,MAINTENANCE,REMOVAL,AND `--�\ Mi I 000wz 1[ IIa- (15m) {150mm) II II IIEI DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL,UP TO$1.50-2.00 PER SQUARE YARD. \`; `J _. Flffer fabric a aaN� 9PII h j I-IIPII II /�w II?. -WHENEVER PLASTIC 15 USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE ° c, .. �j �I in 2•rttin a w 3 II II 4 / 11 �; �`t =r 17�gQ / SLOPE.THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY GLEAN \ III,-II=II RAINWATER AWAY FROM BARE SOIL AND DISTURBED AREAS.DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED \ * ` le CI LL< w II 1 " ! 1 / r ! ♦ n WA 111� 1 �lbr 4 Contour Furrows SLOPE WITH DIRTY RUNOFF FROM APROJECT. e6owsaErBMnEtlxeE • OYEWLOW BYPASS GYP. ii l� 1148 BadcMl trench with ...1 O ,� IIPIIPII h Maximum 5 v .r -IIPII II 1. sollo y .x, it r I71I�16�_�_� Bunn native1.5'washed gravel •• - �' C H .1i 11-Ir 12"Coin. IIklPll II el -� Jd�b ■rw"n Minimum OYVNERAPPROVAL Grooves ter will catch seed,fertilizer, rroerw1•11D r mulch rainfall,and decrease runoff. -( 11CI1 11= a III,11 4"x4"trench II Ihll- r II 11-71. ll a -II 11=11= d-11 1[ II 11= MARK W.MAURER IPII=II=11 ll 1-11 II-11 CBt11WCATE.a.omw 2"x2"wood posts.steel 11-II-13�i1�l IIPII ISOMETRIC VIEW NOT TO SCALE i,.,...,..•..___. ..... fence posts,or equivalent ..rw.....R.eveas,sso.,.,..,un NOT TO SC'-At F a -•-�-�''a -cr BUILDER APPROVAL Figure 11-4.1 .5 STORM DRAIN Surface Roughening by Tracking INLET PROTECTION Figure 11-4.2.12 and Contour Furrows STANDARD PLAN- 40.20 00 ��F,,�. :s��= Silt Fence ON a DEPARTMENT OF Revised June2015 PascoAPPRBRKon'ch7fir�-143z0-0_7 PAGE: DEPARTMENTECOLOGY /'"�OF Revised Otlooer 2014 ECOLOGY 6 ww.whoa vs P,.�--".,_....- E C C+L C G Y Please see 6npJJevww.ecywa.gov/copYdt�rthtml for copyright notice inducting permissions. Please see htFpJ/uaysv.try.wa.gotiwpynght.html far copyrgM notice incuding permissions. State of Washington limitation of liability.and disclaimer. -- State of Washington limitation of liability.a Isclaimer.