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Permit File BLD-2018-0319 3932 Rock Ridge Parkway (3)
PROJECT DESCRIPTION NEW 51NOLE FAMILY RE5IDENGE ZONING TYPE: R-2 CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANGE5 AND THE FOLLONING: - 2015 INTERNATIONAL RE5IDENTIAL CODE - 2015 NA5HINGTON STATE ENERGY CODE - 2015 UNIFORM PLUMBING CODE DEFERRED SUBMITTALS 1. MECHANICAL HVAG SYSTEM DRAWING5 2. ELECTRICAL POWER DISTRIBUTION DRAWING5 3. NATURAL GAS 015TRIBUTION DRAWINGS 4. PLUMBING DRAWINGS 5. ROOF TRU55 DRAWINGS / CALCULATIONS 6. FLOOR J015T DRAWINGS / CALCULATION5 ?.LANDSCAPE PLANS 5. LIGHTING PLANS 9. CABINET SHOP DRAWING5 10. CUSTOM HARDWARE / BRACKET SHOP DRAWING5 11. FIRE SPRINKLER (IF APPLICABLE) 12. SOLAR PANELS (IF APPLICABLE) 13. ELEVATOR PERMIT (IF APPLICABLE) DESIGN INFORMATION BUILDER: STRANDBERG CONSTRUCTION, INC. P.O. BOX 319 ANACORTE5 NA 98221 360-293-1431 DE516NER: JIM 5YKORA GPBD - 5TRANDBERG GON5TRUGTION INC. JIM a@5TRANDBERGGON5TRUCTION.GOM inmmodun PG# TITLE Al COVER SHEET A2 SITE & LANDSCAPE PLAN A3 A4 A5 Ab Al AS Aq A10 Al Al2 A13 A14 A15 A16 A1"T A18 A1q FOUNDATION PLAN FOUNDATION DETAILS BASEMENT FLOOR PLAN FLOOR FRAMING PLAN MAIN FLOOR PLAN NINDOIN 5CHEDULE ROOF FRAMING PLAN ROOF FRAMING DETAILS ROOF OVERVIEY4 BUILDING SECTIONS BUILDING SECTIONS EXTERIOR ELEVATIONS FIHHE G]KIIIFIFI[ FIH[ ]KIESUDIENCIE 3932 ROCK RIDGE PARKWAY, ANAGORTES, WA 98221 LAYOUT PAGE TABLE COMMENTS CONT. DATE EXTERIOR ELEVVATION5 ENGINEERING INFO BASEMENT PLAN ENGINEERING INFO MAIN FLOOR PLAN STRUCTURAL SPECIFICATIONS STORMYVATER BMP'S PG# OAT PROJECT INFORMATION J.SYKORA,CPBD DRAFTED BY: m PROJECT ADDRESS: ry 3932 ROCK RIDGE PARKNAY, ANAGORTES, YVA 98221 P#133953 PLAN AREA5 MAIN FLOOR 2,041 5Q.FT. BA5EMENT 1,181 5Q.FT. TOTAL LIVING AREA: 3,222 5Q.FT. GARAGE 1,016 SQ.FT. COVERED DECK 285 SQ.FT. STORAGE 15150.FT. CRAWL5PACE 685 5Q.FT. FIRE AREA: 5,425 5Q. FT. FIRE FLON REQ. = 2000 GPM NEAREST HYDRANT HYDRANT: #920 8 921 FLOW TEST = PENDING REV15ION TABLE OESGRI PTION 1/4" = 1' U.N.O. 0 DATE o 5-14-18 a a W J LL E 0 v CV � N Q ILL LL] 9 Q' Q X r LuDo J 0 m (L d � LU v } o z z Lu W ��� Lu v LU W 4 w v LL LL cal Z � �c d m Li - - ORTES - 5 0 g¢0� ag PLANNING & BUILDING DEPT.LU In! — APPROVED PLANS ll_I :w ox� PERMIT It: �.L =Wmo .1p g b5j- ADDRESS:�j3� . n Z. APPROVEDSY: SUBJECT TO FIELD INSPECTION. APPROVED PLANS ,' t o0E SHALL NOT BE ALTERED WITHOUT AUTHORIZATI N. .�■ I�1a �W �� l` 1■ gigs MAY 2 2 2018 R CITY OF ANACORTES Ego OWNER APPROVAL INITIAL: Al 1221T 1 S RuF ` / STATION —— —— ——_ 0 I I DECK U 1 / I _ I 5FR FIN15HED FLOOR a58. 1 W D % - — BUILDING M/X HT. _4i4.5 3 a �L -DINGAAXSIZE. .1 5Q.F, c- S A �30 , GARAGE / FINISHED FLOOR r - - - --� -J - I , by /rsIDEWALK I / / ab sP � --------f-- ----- -1---_ —J str 5bbo 42' 48"E 7� / O I I I I I I 1 o I R l SIL=FENL PPTER ME=ER Y— — — — — — — — — — — — — — — — — — — --' 1 —_- �SE1+ RLONNEGTION i i . Ir G II� II DRIVEWAY \ I I 1,1assF II LOT h SMALL PARCEL 5TORM WATER PLAN O5P5P # 1 CONSTRUCTION ACCESS ROUTE A) A STABILIZED CONSTRUCTION ACCESS TO CONTROL THE TRACKING OF DIRT AND MUD ONTO THE CITY STREETS SHALL BE INSTALLED. ACCESS TO BE CONSTRUCTED OF 4" - 6" QUARRY SPALL5 AND BE OF SUFFICIENT LENGTH TO CAPTURE DIRT AND MUD PRIOR TO CONSTRUCTION VEHICLES ENTERING THE PUBLIC ROADWAY. OSP5P # 2 STABILIZATION OF DENUDED AREAS 2 A) EXPOSED SOIL SHALL BE STABILIZED U51NG MULCH, PLASTIC COVERING, SOD, SOIL BINDERS, OR HYDROSEEDING IN ORDER TO ELIMINATE OR REDUCE SOIL EROSION DURING THE PROCESS OF CONSTRUCTION AND REDUCE THE TRANSPORT OF SEDIMENT AND POLLUTANTS BY STORM WATER. OSP5P # 3 PROTECTION OF ADJACENT PROPERTIES A) ANY ADJACENT PROPERTIES TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS THROUGH THE USE OF SILT FENCING, DRAINAGE BUFFERS, STRAW BALES, STAKED FIBER ROLLS, OR ANY OTHER APPROPRIATE BMP. DEPLOYED BMP'S SHALL BE MAINTAINED, REPLACED, OR REPAIRED AS NECESSARY DURING THE COURSE OF THE CONSTRUCTION PROJECT. ®5P5P # 4 MAINTENANCE A) MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMP'S SHALL BE PERFORMED BY STRANDBERG CONSTRUCTION AS NEEDED TO ENSURE THEY PERFORM OVER THE COURSE OF THE CONSTRUCTION PROJECT. rj 5P5P # 5 OTHER BMP'5 A) IF DURING REGULAR MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT CONTROL BMP'S IT 15 DEEMED NECESSARY TO MODIFY OR IMPLEMENT NEW BMP'5, THEN A NEW STRATEGY SHALL BE DETERMINED AND DEPLOYED AS REQUIRED. PERIODS OF HEAVY RAIN, CHANGES TO SOIL STOCKPILES, INSTALLATION OF LANDSCAPING MATERIALS, INSTALLATION OF IMPERVIOUS MATERIALS, OR 51MILAR SITUATIONS SHALL BE MONITORED. IN5TALL NEW DRIVEWAY ENTRANCE PER STANDARD PUN F-W 10.04 TYPE 3. MAX WIDTH I5 20' PER ED5 5TANDARD5 10 e f5l .Ir _ �d a b 1 1 1 1 1 to i 1 O t- 1 �I� 1 1 pb5 i / 00 / �0^ry/�'� :GE55 AND / ��� UTILITY EASEMENT FOR LOTS 8 & q N LANDSCAPE LEGEND LAWN AREA CONCRETE DRIVE NATIVE - ROCK / PLANTING5 S MELAND5CAPED ROCK SLOPE DECIDUOUS TREE CONIFER TREE O SHRUBS / PLANTINGS MINIMUM TREE DENSITY ANAOORTE5 MUNICODE- lb.50,010 Calculation of the Total Tree Units Required. The total number of tree units required to be provided by a regulated project or tree conservation permit approval listed in Section 16.50.100 shall be calculated by dividing gross site area, minus any public or private street rights -of -way, by one thousand Table 16.50.120(0). The result of the calculation will be the total number of tree units required for the project approval within the building site. LOT 51ZE : q,gg5 5Q.FT. TREES REQUIRED: 10 LOT INFORMATION LOT SIZE: q,gg13 50.FT. MAX LOT COVERAGE (35%) = 3,4CIq 5Q.FT. ACTUAL BUILDING GOVERAGE (55%) = 3,4gq SQ.FT. HOUSE IMPERVIOUS AREA: 4,053 5Q.FT. IMPERVIOUS DRIVEYNAYAREA5 : 1,251 5Q.FT. TOTAL IMPERVIOUS AREA: 5,304 SO.FT. PARCEL # 133CI53 ADDRE55: 3g32 ROCK RIDGE PARKWAY OWNER: DOUG AND PATRICIA GRIFFITH �> INSTbu_ 8mP c235 4t�1,L 1JESTy LII.>� y,S NECxSS6.��. OELc-thc�,T �`1' CPtc,4�l 'LAsI+� IN`�zTh IN R�UN151'REAr-� i�•511�5 EL�T�IcI T #�I 5eCE ATTAcH SQIu 2�1 (�O}J I Co c7L 'Aq_(o CoJI�T\-IZ- 1" < \�> 1 oSS S FI eS MT IN <c ci' I r]7 PS DESIGNED BY. J. SYKORA, CPBD DRAFTED BY SCALE 1" = 10' U.N.O. O V 43 0 U N � d�l tir N � Q o o 21 U_ Z U U- U) Mt X ~ r t6 111 O O V N J Q m ILQ LU z o LL z ua W tL d v LU W A w O w v O LL pr cLN�- m < m 00 <> 0 o� OWNER APPROVAL INITIAL: A2 b4'-0" O N A .o 0 I 21 4 BUGKOUT FOR ° P ° °. ,• • °• • ° - ° A4, - �. MAN DOOR - • ° ° '° 'v SLOPE GARAGE FLOOR ° r A4 I I • CONCRETE PAD ° • • •° • I I • •. bb5Q.FT. ,1• I • • ' •' 6. 1 '' °.. ,. I I • I- P. ° 201 -011 .. 4 ., CONCRETE PAD AID 28 SQ.F7.'1 �_b.y 6._0��. 3.3. A4 — — v Q5-b05O— — — — — 4'-3114" .�- - b'-0" 4'-31/4" T-5 1 /2" I'ALL THREAD ROD OF `:+—• — SUFFICIENT LENGTH TO T • - — •I EXTEND TO FOOTING , T RIGID FOAM AT• T4 I — ` • BOTTOM REBAR 4 f _ _.. ... T —• 'PERIMETER A 1' I: 4 I' _ , • f .'I• •' .•-e - "I. i 32"x32"x 10" 4 W 1 1 _ r 1 (3) S 4 REBAR 4.•6. , �. ' •••, ° • , L l' •• ' •'•I• I 4 EA. YVAY `I�`\ A4 I • ' RIGID FOAM AT 1 - 't..l•;' • I I A4 ----W21-3050-----J PERIMETER '••'•. 'r. •' + .� 1 �' I 7 6• CONCRETE FLOOR ' .... L— — — YV24-6056- — — — — A4 8 1,269 SQ.FT. ` ---t I m A4 1 l 4 R-10 RIGID FOAM •L,•. ' I I. - I I { •, • • • UNDER SLAB- T 6• T-io• A4 v: .. •_ •, L• _ _ �• •. RI&IDFOAMAT •. k ° b PERIMETER C - -- ZILI IL b ' b '_ l I a• • A4 Z276 MIL V15QUEEN ' : r'' — _ L_------ ------ —a_.—�.—__, — —------------------- GRA4VL5PAGE AREA I I — A4 6 MIL VISQUEEN '.. GRAWL5PAGE AREA I I I I •'' . •` ;' - : •• I 2 324 50.FT. I I ' :..' . ' ".. •'... "... 301 SQ.FT. A4 o VENTILATE WITH (4) b X 18 FOUNDATION VENTS I I. ` ' .. • , '. • jT; — — — — — — — — — VENTILATE WITH (4) b X 18 FOUNDATION VENTS I � '• 4 I 1• •. : ' .:� A4 I I L — — — — — — — — — — — — — — — — — ------1 s-21rr - • b•_p• 4._8. l • - CONCRETE PAD I. — p .T-----------�j .� 5950. FT. A4—b — �— ° V 4 A4 A4 24"x24"x8"_---- -- (2) # 4 REBAR i•� EA. WAY Ln — J rrP. of (3) A4 1-01,7'-0" 0 n I I ° ry I I I 5 I I 5 4 I 1 4 3 o SLOPE GARAGE FLOOR �A4 I I A4 4 ; I A44 I I•°° � ' I I m A4 �J L----.------------------J 4 A4) 20'-0'. - 11 FOUNDATION PLAN SCALE: 1/4" = 1' O 0 N N I 5LAB5 SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION. IT 15 STRONGLY RECOMMENDED THAT ALL STRUCTURAL FILL BE GHEGKED BY A GEOTEGHNIGAL GONSULTANT. UNDER5LAB INSULATION: MAY USE XP5 OR EPS RIGID FOAM WITH MIN, 25 P51 GOMPRE551VE STRENGTH UNDER SLAB. IF USED, PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. SLAB THICKNESS: USE 4' MINIMUM. REINFORCEMENT: USE ANY OF THE FOLLOWING: - MINIMUM #3 REBAR AT 24" O.G. EACH WAY CENTERED IN SLAB. - WELDED WIRE FABRIC, MINIMUM YV2.9 X, 6 X b (b Ga.) CENTERED IN SLAB. SPLIGB5 OVERLAY 8" MIN. - FIBERME5H PER MANUFACTURERS RECOMMENDATION. - HELIX MICRO REBAR, MIN 51-55 PER CUBIC YARD. CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE = 8' O.G. EACH WAY. THIS 15 A NON STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER. VAPOR BARRIER: USE MINIMUM b MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. G�� 1y f-fik'S SE�< IS FcIL a.J1•Y_u.G.r L• -1-rsA4.i bN L,v . DESIGNED BY: J. SYKORA, GPBD DRAFTED BY: m ry 1/4" = 1' U.N.O. DATE 5-14-18 0 v C 0 (V v 3 Q °v u- z u- Lu m R% X~ f w 00 Q m °Q cn01 o Z u v z� � Y c�v u L _ -1LLI "` f Lu O w v (� m Z < m M gi 6VUV .gy- ��g�a n 0�3a6�y +/� U3w z �w go ixoz o O m _ w,- a n gw w p_.ao _0 �w=w F %S Q =_ _ zo Y oo� °F== .WsUV 22U O .0 VZs O OWNER APPROVAL INITIAL: PAGE: A3 OF: w LL DESIGNED 5Y J. SYKORA, GPBD �3 ) BRACED RETAINING YVALL — TOP OF YVALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION SIDING MATERIAL Y BRACED RETAINING VALL — TOP OF YVALL 15 CONNECTED TO FLOOR DIAPHRAGM � R-21 INSULATIONIN SIDING MATERIAL m DRAFTED BY: \ 1/16 O56 J - 1/16 058 1/2 SHEETROGK -- 1/2" SHEETROCK NAILS OR 5CREW5 f 50ALE 2" OC. STGGD A B G D E F G V YV X Y Z A B G 0 E F G V YV X Y Z 3/4" SUBFLOOR 3/4" SUBFLOOR OPTIONAL 4" SLAB 1/4" = 1' U.N.O. (GARAGE, PATIO) F E _ - -_ NAILS IN --- � LENGTH LENGTH FLOOR JOISTS '' BLOCKING t FLOOR JOISTS " 5-14-1$ RETAINED HEIGHT WALL P051TION FOOTING WIDTH FOOTING HEIGHT WALL THICKNESS ANCHOR BOLT SPACING BLOCK SPACING OF VERT. REBAR @ VERTICAL REBAR HORIZ. REBAR FOOTING TRAN5V. FOOTING GONT. �A35 TYP. ONLY REQ IF A> 4' i / (JOISTS PARRALLEL ONLY) V OPTIONAL 4" SLAB RETAINED HEIGHT WALL P051TION FOOTING y.110TH FOOTING HEIGHT WALL THICKNESS ANCHOR BOLT SPACING OLOGK SPACING OF VERT. REBAR @ VERTICAL REBAR HORIZ. REBAR FOOTING TRAN5V. FOOTING GONT. F °' --- a BOT. L BEND _' ---------- - - _ (GARAGE, PATIO) BOT. L BEND = F o 51MP50N HANGER- / 0'— 4' CENTERED 15" 6u 6n 12" NOT 6" ##4 @ 24" #4 @ 24" N/A (2) # 4 0'— 4' CENTERED " 1 $ „ 6 11 6 11 12 „ b #4 @ 24" #4 @ 24" N/A (2) # 4 REQUIRED IF J 15T5 PARei 1_EL '^' T` o .° REQUIRED IF JOIST AI I I E - Z Z INSTALL "6" BLOCKING IN (2) BAYS E n z INSTALL "G" BLOCKING 1A' IN (2) BAYS. r ` 4" TIGHTLINE = a �� w _ 4' 1 „ b' �� S " 24 11 $ „ 6 " 56 " 4$ " 6 #4 @ 24 " „ #4 @ 24 #4 @ 24 " (2) # 4 - 4' 1 " b' u 5 u 24 n $ n 6 u 56 u 4$ u 6 „ #4 @ 24 „ #4 @ 24 n #4 @ 24 (2) # 4 A z EXT. WALLS ONLY p Q - 5CREW5 OR NAILS -SCREWS OR NAILS W F * O 61111 — $ b" 'o 32 11 10 11 6 11 2$ 11 2$ V II $ u #4 16 @ #4 24 @ u #4 16 @ (3) # 4 ill 6 1 - $ 11 6 u 32 a 10 u 6 u 2$ n 2$ u $ #4 @ 16" #4 @ 24" #4 @ 16" (3) # 4 3" O.G. THRU SUBFLOOR = 18" MIN. Q- 3" O.G. THRU 5UBFLOOR A J i X BELOW GRADE JetO X 18" MIN. O 4" TIGHTL = 0 EO '', / EXr. WALINE W L50NLY BELOW GRADE w Lu A =0 $I 1 u 1 0� - $" „ 42 u 10 u $ u 1$ n 1$ u $ #5 14' @ #4 24" @ #5 14" @ (4) # 4 $ 1 10 „ $ �� 42 „ 10 11 $ " 1$ 1$ " $ #5 @ 14 #4 @ 24 #5 @ 14 (4) # 4 GRAYVLSPAGE j � 70 i I �. _-- MIN LAP SPLICE 24" GRAYVLSPAGE ,I .._MIN LAP SPLICE =24" N Z Y • B B_ ' GENERAL NOTES: GENERAL NOTES: NOTE #1 _ SLAB oR FILE -See NOTE u 1 NOTE #1 T - - SLAB OR F -sEe Nore u - a ' *COLUMNS COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE _ G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWL5PAGE * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. + D 3 • DRAIN ROCK - COLUMNS F, G, ARE MAXIMUMS. MAY LE55. WHEN NO SLAB 15 NEEDED. 0L DRAIN ROCK e * ASSUMED 501E BEARING PRE55URE: 2,000 P5F - RETAINED HT. (A) FILL REQUIRED b MILL VB IF NO SLAB / 4" PERF. EXT.wAusoNLY * ASSUMED 501E BEARING PRE55URE: 2,000 P5F - - - - RETAINED HT. (A) FILL REQUIRED b MILL VB IF NO SLAB 4" PERF �_.___(EXT. MALLS ONLY) _ - V 'MAX - _ _ v � • MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF kV 25 P5F MAX SNOW. 0'- 4' NONE (� �, LOAD = 2 RESIDENTIAL STORIES AND ROOF kV25 PSF MAX SNOW. 0'- 4' NONE G 51-6' 121, • REBAR MINIMUM GRADE 60. TOE HEEL • REBAR MINIMUM GRADE 60. 5'-6' 12" TOE HEEL 18' • CONCRETE MINIMUM fc 2500 psi T - 8' A55UMED SOIL BEARING PRE55URE: 2,000 P5F * CONCRETE MINIMUM fc 2500 psi T - 8' 1811 ASSUMED SOIL BEARING PRE55URE: 2,000 PSF 9' -10, *` ANCHOR BOLT SPACING - USE LE55ER OF THIS OR SHEAR WALL CALLOUT. 24" *' ANCHOR BOLT SPACING - USE LE55ER OF THIS OR SHEAR WALL GALLOUT. 9' -10' 24" -- NOT TO SCALE - - - --- NOT TO SCALE w 4 .1 RETAINING YVALL - YVALL HAS FILL ON INSIDE NO FLOOR ATERIAL 1/161NG 058 CANT. RETAINING YVALL - TOP OF Y14ALL 15 NOT CONNECTED TO FLOOR DIAPHRAGM SIDING MATERIAL 1/16 055 o 12" MIN. WITHIN 12" 1 PONY WALL 2 x 6 WALL 2 X 6 WALL P cN o A B G D E F G V W X Y Z A B G 0 E F G V Y4 X Y Z F - II Q V LENGTH 4" SLAB LENGTH F - .. b MIN. IL 1 UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING - _ - -: --� - - - • RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING Z on m W ~ HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR REBAR REBAR TRANSV. GONE I - HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING •' SPACING REBAR @ REBAR REBAR TRANSV. CONT. X r BOT. L BEND - BOT. L BEND W Q O Q m R-10 FOAM Q ��j1j 3� O 0' - 4' CENTERED 1 $" Gu V bu 6" @ 24" #4 @ 24" N/A (2) # 4 (@ BASEMENT PERIMETER ABOVE GRADE AREAS) E 0' - 4' CENTERED 1 $" Gn V bn SEE NOT 6" #4 @ 24" #4 @ 24" N/A (2) # 4 - E ' m a 3 10 W Q 2WI m 3 SHEAERWALL REQUIRED Z A SHEARWALL REQUIRED W Z 3" 24" $" (b SEE NOT 6" #4 @ 15" #4 @ 24" #4 @ 18" (3) # 4 4' 111 6' S 24�� $" bu SEE NOT bn} @ 1 8" #4 /"1 24" h #k4 @ 1 8" (3) # 4 24" MIN. Z ` ' I 1 4' TIGHTLINE = a \��JJJ I� SHEARWALL REQUIRED O SHEARWALL REQUIRED o W z = A A J v � u _ 6 1 $ u 6 u 36 u 10 u 6 SEE NOT u $ , #5 @ 11 ' .. #4 @ 24 .. #5 @ 11 (4) # 4 i n 6 1 - $ 1 „ 36 " 10 " b SEE NOT REQUIRED " $ #5 @ 11 " �, #4 @ 24 ,. #5 @ 11 (4) # 4 SHEARWALL REQUIRED X y O SHEARWALL X ] O ILI W OV MIN. BELOW GRADE, O 7 ^u NOT $, 1„ 10' $" 4$" 1 011 V�L p,u SEE NOT $° #5 @ 9" #4 @ 24" #5 @ 9" (4) # 5 Z"GLR.�� $' 1" - 10' $n 4$" 10" $" SEE REQUIRED p" GJ #5 @ 9" #4 @ 24" #5 @ 9" (4) # 5 ILI 2"GLR. SHEARWALL REQUIRED SGREENE02"PVC --. --- MIN LAP SPLICE 24" SHEARWALL pA GRAWLSPACE .-, z Cq WEEP HOLES b' O.G. I -- MIN LAP SPLICE = 24" Z Q _T Y f �4"TIGHTLINE 18" 7 L Y� L Z \_ i� MIN. • - W GENERAL NOTES: - B / 20' MIN. FOR - 10' WALL GENERALGOMNSTGSD, NOTE #1 SLAB OR FILL -SEE NOTE # 1 ., __ _ _ - _, ":1 uj • COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. _ E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPAGE _ — v 0 * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. D ' t • DRAIN ROCK 'COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. D • DRAIN ROCK T` � Q Lu ' A55UMED 501L BEARING PRE55URE: 2,000 P5F 3 / 4" PERF. \_"_ * A55UMED 501L BEARING PRE55URE: 2,000 PSF RETAINED HT. (A) FILL REQUIRED �.3" 6 MILL VS IF NO _� ` ` 4" PERF. L .r` v !L • MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX 5NOW. G V �, ' MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX 5NOW. o' -a' NONE SLAB G V W Y V • REBAR MINIMUM GRADE b0. TOE HEEL 'REBAR MINIMUM GRADE 60. - 5; - 6; _12" 11- - TOE r HEEL O L • CONCRETE MINIMUM fc 2500 psi ' A55UMED 501L BEARING PRE55URE: 2,000 P5F • CONCRETE MINIMUM fc 2500 psi e - 1b •A55UMED 501E BEARING PRE55URE: 2,000 PSF (y z •* ANCHOR BOLT SPACING - USE LE55ER OF THIS OR SHEAR WAGALLOUT. LL *• ANCHOR BOLT SPACING -USE LE55ER OF THIS OR SHEAR WALL GALLOUT. 9' - 10, 24" cn NOT TO SCALE - - NOT TO SCALE n/ u- 1L m 1 1/2" GYPGRETE FOR RADIANT FLOOR HEATING 3/4" 056 SONO-TUBE b X 6 P.T. POST 2 X WALL JOISTS U ;; I I I ITL uj ASUbb POST BASE R-21 INSULATION (WHERE NEEDED) GARAGE DOOR J =gip $» o �poE aa� „ R-3$ INSULATION U U lJ Q BUCK OUT FOR GARAGE DOOR w+�sRyf ~ 3:r6.0 ���ao 1/2" X 10" A.B. 48" 1/2" SHEETROGK 4" GONG. SLAB OVER b MIL �• W CONTINUOUS BLOCKING D (VERTHOOKS REBAR O.G. W/ 3" X 3" VAPOR BARRIER ON ti �E . '. 'C�0 Q �6=�6 �� o; ,� I BEARING PLATE GRANULAR FILL r 2 X 6 STUDS 16 O.G. WITH _ -- " Z M W�3 DOUBLE TOP PLATE. . - 2 X TREATED PLATE__ O w3a=° "mu.° 1/2" X 6" A.B. 4$" O.G. YW w m (4) GRADE 40 #4 REBAR EACH WAY T - �mn � pz OR �o=wo �' 3" X 3" BEARING PLATE ? I 1,-0„ j o �"'"' ����� 8 ,� w°I0z- g�Iao T Q ova= o¢ow TREATED SOLE PLATE — — — — — � `p — (2) GRADE 40 6AAL4IEEW5 $ET Z M8a 6" X 16" GONG. FOOTING kV (2) � A(2) GRADE 40 #4 REBARw� IS pert STt�rc.'C'�, V Fglp _ GRADE 40 # 4 HORZ. REBAR _ — ___ _ — _ _ — —_ — _ — 16" #4 REBAR STaMs oH�-Y. »_ =.w° MAY VARY - PER PLAN __ IS UNDISTURBED 501E tL 6 MILL VAPOR BARRIOR OWNER APPROVAL INITIAL: PAGE: - �- - A4 \ % STRIP FOOTING & PONY YVALL POST FOOTING G NEED 1 OOTING (V / GALE �FOU�NDATION YVALL @ GARAGE DOOR 50ALE: 1" = 1' �, SCALE ,� SCALE OF: FLOOR PLAN NOTE5 TYPICAL HEADER FRAMING HEADER LESS THAN 5' HEADER MORE THAN 5' (i) KING STUD FROM TOP PLATE TO BOTTOM PLATE HEADER LE55 THAN 5' (1) TRIMMER (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE HEADER MORE THAN 5' (1) TRIMMER WINDOW W/ 6" POST WINDOW W/ 3" POST (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE GONCEAL FLANGE HANGER EA. 51DE HEADER SCHEDULE MARK SIZE / TYPE ENbI MARK -(2)2X6OF#2 4X6 OR 20 H -4XbDF#2 (2)2X5DF#2 4X8 OR 21 H 4XbOF#2 5X12 5 1 /2" X 12" GLB 22 I'•'I -4X12OF#2 4X12 OR 23 H -6X10OF#2 *DEFAULT HEADER MATERIAL 15 DOUG FIR # 2 OR BETTER. •2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN "L" CONFIGURATION. *DEFAULT TRIMMER, USE (1) 2 X STUD OR SIMPSON LUG HANGER EACH END. 'DEFAULT KING STUD, OPENING U WIDE AND LESS USE (1) FULL HEIGHT STUD EACH END PLATE TO PLATE. 'DEFAULT KING STUD, OPENING WIDER THAN b', USE (2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE. WINDOW NOTES: 1. VERIFY ALL WINDOW SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDWARAND GRID OPTIONS, GLASS COATINGS, U-VALUE5, 5TG RATINGS, AND OTHER DETAILS WITH CLIENT PRIOR TO WINDOW ORDER. 2. VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINGS MAY VARY DEPENDING ON WINDOW MANUFACTURER. 3. INSTALL WINDOW FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 2400 I AAMA2410 METHOD "B" OR EOUIVELANT INSTALLATION INSTRUCTIONS. I I 3'-0" ----WraoSo-----� LINEN 14'-b 1 /2" 7116 T BEDROOM # 1 223 SO FT 7 I 5 0 ❑1 9' CEILING 1 Q O BATH m 1011 SO f �oDOOR R.0- 0 2668 0 I a ® 10 I 2 I ° Q CLOSET ' 1 - '^ 38 50 FT � I -- 83• - - - - -- -L I GRAINL5PAGE 346 5a FT I I NO DRYWALL ON CEILING b MIL V15QUEEN I I 64'-0" - 20'-OD ----�----.-,_..--W25-6050 0. • 08 r 4X1 ®DOOR R.O. ®DOORRO. I I"I® 1 oDOOR RO. I 9' CEILING I I I REG ROOM I I 344 5a FT I I I I I I I I ��0 KITCHENETTE - ROUGH IN ONLY 30b8 2868 ® FAU - o DOOR MO. Q DOOR R.0 UP m LANDING 3 0• G 5 10 50 FT 1 111-011 i� L- - - - W244050' i 4X1 ®DOOR R.O. I I vw O 7 'GUEST �� BE DROOM # 2 189 5a FT 9' CEILING BATH 12-X 3068 m 10 o DOOR R.O. ®ODOR R,p 1 89 5a FT _ _ _ _ - -- I LINEN - a - 2 CLOSET r 1 Q - �sQ-€T I - - i m 1 rml NO DRYWALL ON CEILING I GRAYgL5PAGE 339 50 FT 6 MIL VISQUEEN I I 15T5aFr--------I I I I I _____ I F I L -°--" - r---------J I :o I L--- L-------I----� • v -L -V I '• v • • ° •v • P ° •, • I I GARAjrvE osiiFT 1 1 °.. ,v •• v: : v •• 6• •• v •. .v •t ••• Pv. •. •• 6•n •.> •••°,• • �• i m 1 • I I Rl UTILT 02so T 102 5Q FT 9 ------- HWH- - 300666 ®I 0DOOR R.O. 4 m @ DOOR RO. "i �I DRYWALL ON GEILING STORAGE ° • _ • j- • �TEsMS GAILY. ^ t v • v f' v • ° 11j 20'-0" ENERGY CREDIT is EFFICIENT BUILDING ENVELOPE - WINDOWS: U-028 - FLOOR - R-381NSULATION - SLAB ON GRADE - R-10 ENTIRE SLAB ENERGY CREDIT 28 AIR LEAKAGE CONTROL & EFFICIENT VENTILATION -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR - WHOLE HOUSE FAN PER SECTION M1501.3 ENERGY CREW 3a HIGH EFFICIENCY HVAC EQUIPMENT -GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 94%. ENERGY CREDIT SG EFFICIENT WATER HEATING -GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. Y _• -HDU2 i 0 (V SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND GO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 2 SHELF AND HANGING ROD. BUILT IN SHELVES. ® CABINET -OWNER/ CONTRACTOR TO VERIFY. EGRESS WINDOY45 SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20" WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44. OFF FLOOR. ©WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL. SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. FA.U, ON IB• HIGH PLATFORM - TOP OF PLATFORM TO BE 1 11W T & 6 PLYWOOD. EXPOSED FACE AND SIDES TO HAVE 1 LAYER WW TYPE •X• GYP. BD, NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM,ORLLOSET. PROVIDEATLEASTWOFACAXINGSPACEINFRONTOF FURNACE. ALL BUILDING WATER SUPPLY SYSTEMS IN MIGH QUILKACTNG VALVES ARE INSTALLED, SMALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 8 RESULTIN6 FROM THE QUICK CLOSING OF THESE VA VES. DRAIN OUT. NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND, PONTIN6 DOWN. TANKS SMALL BE STRAPPED "THIN UPPER 15 AND LOWER 10 TO PREVENT OVERTURNING IN AN EARTHQUAKE. PROVIDE DRYER VENT iO EXTERIOR PROVIDE RECESSED HOT&COLD SHUTOFF CONTROL VALVES & WASTE AT MASHER EXHAUST DUCTS SHALL NOT EXCEED A TOTAL 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF%FEET. THE MAXIMUM LENGTH OF THE MGT SHALL BE REDUCED 2.5 FEET FOR EACH 4S12EGREE BEND AND 5 FEET FOR EACH9 DEGREE BEND. A MINIMUM 4INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS • LBE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 L.F.H. AND SMALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE "NDOW 10 AN OPENING FANS BE BUILDING MINIMUM TO THE UTSIDEMIN INSTALL DUCT OW AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE INSTALL DULTYIORIc PRIOR TO INSULATION FOR FRAMIN6 INSPECTION. EXMAUSTFANSTOBE CONSTRUCTED OF SMOOTHBORE. NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDIN66 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST 2S x 3P MIN. ATTIC ACCESS TO BE ACCESSIBLE MYTH UNOBSTRUCTED HEADROOM, 11 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION MYTH NOT LE55 THAN 1a PLYWOOD, ACCESS LOVER IN GARAGES TO BE HINGED AND SMALL BE WEATHER-STRIPPED OR SEALED TI6HT. 1 GUARDRAIL 36• ABOVE FINISHED FLOOR STAR HANDRAIL 36• ABOVE STAR NOSING INTERMEDIATE RAIL SPACING SMALL NOT ALLOW AY DIAMETER SPHERE TO PASS THROUGH PER CRC. SECTION 3121. PRE -MANUFACTURED. ZERO CLEARANCE GAS FIREPLACE. CONSULT MOTH OWNER FOR 13 TRIM PACKAGE CONTRALTORSMALLASSUMEALLOPTIONS REFERTO MANUFACTURERS SPECS FOR MINIMUM REOUIREMENTS OF NON-COMBUSTIBLE SURROUND & HEAR MATERIAL, 14 GARAGE FLOOR SURFACES SHALL BE MIN. 4• CONCRETE. SLOPE CONCRETE FLOOR MIN. 118' FER 17 TOWAR05 MAIN VEHICLE ENTRY DOORWAY OR TOMR05 FLOOR DRAIN. 1 5 TEMPERED GLASS 16 20 MIN FIRE RATED DOOR W SELF-61-0511,16 DEVICE. GENERAL NOTES 1. ALL DIMEN51ON5 ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALLHEADER MATERIAL TO BE 4 x 10 D.F. # 2 U N.O. 3. VERIFY HEADER HEIGHTS WITH SUPER 4. ALL EXTERIOR WALLS ARE 2 x 6 - WO-C. STUDS, UNLESS NOTED OTHERWISE. DESIGNED BY: J. SYKORA, GPBD DRAFTED BY: SCALE 1/4" = 1' U.N.O. DATE 5-14-18 AJ 43 C O Try`! V v 43 Q O O � � w m o� 9 _ 0.d X ~ IL<< t- 1 w oo . 13- U) m O d LL m3J 5. ALL INTERIOR NAL S ARE 2 x 4 - 16. O.G. STUDS. UNLESS NOTED OTHERWISE, O 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER z DISPENSERS. MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS- _W 1=RIMING NOTE5 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. w 2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUT5. 0 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR (L SCHEMATIC DE516N ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. 4. ALL TRU55 TO TRU55 & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER tu v � L • CL L W A V I Lu O FL z 11._ m d R m Ok 5. FLOOR SHEATHING TO BE 3/4" GDX OR 055 STURDI-FLOOR TBG, GLUE s16 . AND NAIL W/ RING SHANK 8d's Q b" EDGES 8 12" IN THE FIELD. FACE �a 0 °sf-YB GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE T/16" OSB OR EQUAL. awP�. �zpUp 6. PROVIDE 50LID BLOCKING IN THE JOIST CAVITY BENEATH ALL P05T LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO O pia FLOOR HOEDOWN LOCATIONS. O •WNDN 1. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING¢°� LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. Sawa �¢o z 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ZW2VD 9. INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP PLATE Lu �" CONNECTIONS AS WELL A5 FROM TRU55 OR RAFTER TO BEAM NV �2-6 �aF CONNECTIONS. nyQUV PLAN AREAS MAIN FLOOR 2,041 50.FT. BASEMENT 1,181 SQ.FT. TOTAL LIVING AREA: 3,222 50.FT. GARAGE 1,0-16 50.FT. COVERED DECK 285 50.FT. STORAGE 1515(2.FT. GRAWLSPACE 665 SQ.FT. w � o Q0oF QSW6 ° 41a OWNER APPROVAL INITIAL: OF: A5 0 N f`V FLOOR BEAM I DROPPED FLOOR AREA FOR GUR13LE5I SHOWER I dJ I I I --�4 I ---1Ai�F--U 6-0 1!P 10 JOISTS 2 •o 0 64, " 14'-6 1/2" 20'-0R 4 ® �I 1 10I I IMIM.l �!�.�l._!m.�_I 5 V2• X 9" &LB II II FLOORBEAM BEARING MALL /0 I / iifiml'lmmi�i I I ! 114 I II 4X10 OF FLOOR BEAM II II 5 1/2" X Q GLB OPPED FLOOR BEAM Yl r- 1.TS x I I -w FLOOR BE BEARING WALL — I I i 11 7/8" BGI 6000 1.8 "I" JOISTS 1 b" O.G. m do �I�rlI�1� 11'-T T-5 112' PT 51W I�12" IG 6 II II IH'UGQ IM�416ER- 2 X 12 PT DECK JOISTS 16" O.G. II _ �� II II II GANTLLEVERED PT 511T X 18" 6L6 11 11 11 11 PT 6X8 5UPPORT P05T- 1 LONNEGT WITH GCO P.T. 6 X 12 BEAM 1 I s - _ SIMP50N HANGERS .. v BEARING WALL jj 2 X_ 12 T DEmCJOTS1 11 6 D.C. Ab PT 2IIA6 -tI — 4 X 10 DF- q-'• - DROPPED FLOOR BEAM O ICONNECT WITH (2) VERTICAL — C516 X 12 5TRAP5 I I I TQA4 I I Q 0 N ,n I I, I1.'WX,IWL'VL E I I FLOORSEAM 9 I I 4 _ _ _ m Ab 1 A4 I r I 1 DROPPED FLOOR AREA 2x 6 PONY WALL TO FOOONb L .6•• I 4 I FOR OURBLE555HOWER I I f v o 12 i I X 10 XJIST516. O.G�A4 I 6'-a• m 1 I a I 14 I / 4 i A4 A4 I II I —---------- I — — — 1 I ° . 25'-5" = - 1'-7" 5'-011 9'-0" L 1 T-0I If A4 ° o .. v° ° I:I ° 33'-041 ° I I .° ° • . — — 31'-01. it -----� ° b• = .i i MAIN FLOOR FRAMING PLA 5GALE: 1/4"=1• �' � ° • a I I FLOOR DIAPH v• v• . . I I °• v v ` • I I v v e•• v, s I I RA �M SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, U5E MIN., 24 OG RATED, APA 5TURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1, OR 7/8" SPECIES GROUP 4. MAY BE 05B OR PLYWOOD. GOOD FOR 130 P5F, TL @ L/360 DEFL. SHEATHING: WITH JOISTS AT 16" OG, USE MIN., 16 OG RATED, APA 5TURD-I-FLOOR, MIN., 19/32" THICK. MAY BE 05B OR PLYWOOD. GOOD FOR 245 P5F TL @ L/360 DEFL. SHEATHING LAYOUT: CASE 1 PER IBC 2306.2. 1 (1) ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS. NAILING: GLUE, AND CONNECT WITH 10D RING SHANK NAILS OR #9 SCREWS, AT b" EDGE5, 12" FIELD. BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND CONNECTIONS TO SHEAR WALLS BELOW. DECKING: USE WOOD OR COMPOSITE DECKING PER ARCH., MIN. ACTUAL DIMS: 3/4" X 3.5". DECKING ATTACHMENT: USE DECKING SCREWS, LENGTH TO ENSURE 2" MIN., EMBEDMENT INTO FRAMING BELOW. USE 2 5CREW5 PER DECK BOARD PER FRAMING MEMBER. AT DECKING SPLICES, CENTER SPLICE OVER FRAMING MENBER AND USE 2 SCREWS PER SPLICED END. BLOCKING: NOT REQUIRED EXCEPT AT SUPPORT BEAMS. d ° • ' I I I_F_D6FR _D r -OmT TO RIM - - I LEDGER: USE MIN., 2X, PT LEDGER, AT LEAST AS TALL A5 J015T5. I ° ° • • I I LEDGER CONNECION: CONNECT TO RIM WITH 505 OR LEOGERLOK AT MAX., 12" OG AND WITHIN 3" OF ENDS AND SPLICES. 5D5 OR LEDGERLOK TO BE OF LENGTH NECESSARY FOR FULL PENETRATION IN RIM. I " I ° + ° • _ I I JOIST CONNECTION: CONNECT JOIST TO LEDGER WITH U OR LU HANGER, ALL HOLES FILLED. • I I — — — — — — — — — — - GEL N E RAL y� I 'y OT E 5 DESIGNED BY: I J. 5YKORA, GPBO 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. 3. VERIFY HEADER HEIGHTS WITH SUPER. SCALE 4. ALL EXTERIOR WALLS ARE 2 x b - 16" O.G. STUDS, UNLE55 NOTED 1/4" = 1' U.N.O. OTHERWISE. DATE 5. ALL INTERIOR WALLS ARE 2 x 4 - lb" D.G. STUDS, UNLESS NOTED 5-14-1 S OTHER N15E. 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR0) LOCATIONS. � /Z� V FRAMING NOTES Wo 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2. COORDINATE kVMEGH. 8 ELEC. FOR LOCATIONS 8 SIZES OF FOUNDATION/SLAB/JOISTS BLOGKOUT5. 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. 4. ALL TRU55 TO TRU55 B TRU55 TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER 5. FLOOR SHEATHING TO BE 3/4" COX OR 058 STURDI-FLOOR TB,G, GLUE AND NAIL W/ RING SHANK 8d's @ b" EDGES 8 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 05B OR EQUAL. 6. PROVIDE SOLID BLOCKING IN THE J015T CAVITY BENEATH ALL P05T LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO v FLOOR HOLDOWN LOCATIONS. O 7. PROVIDE BLOCKING BETWEEN I-JO15T5 AT INTERIOR BEARING ry LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. v 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. rn Z° N tt1 _ w 9. INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP PLATE X 1-- tom - CONNECTIONS A5 WELL AS FROM TRU55 OR RAFTER TO BEAM w O O cn CONNECTIONS. D ca Q � m m IS 1^ert �JTO.tlGZ'L, 1�p w V ).: o z W N Lz i A DL- _-1 J Lu LU v (y 6 W w ILL m z < M m V zwLL=. V ., . n--�a CIL iWol 3 a-sv �• ZHI ow„c IM6 �t�� M" w;az Agzoe OpZU ILLs „' G o�w O o6Q� awe_ O o$.0 wo o F LL ,s OWNER APPROVAL INRIAL: TYPICAL HEADER FRAMING HEADER LESS THAN 5' HEADER MORE THAN 5' (1) KING STUD FROM TOP PLATE TO BOTTOM PLATE HEADER LE55 THAN 5' (1) TRIMMER (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE HEADER MORE THAN 5' (1) TRIMMER WINDOW W/ F POST WINDOW W/ 3" P05T zzz�4 zz4 (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE (1) TRIMMER (2) KING STUDS FROM TOP PLATE TO BOTTOM PLATE CONGEAL FLANGE HANGER EA. SIDE HEADER SCHEDULE MARK 51ZE / TYPE ENGINEERS MARK (2)2X6DF#2 4X6 OR 20 H -4X6OF#2 (2)2X8OF#2 4X8 OR 21 H -4XbOF#2 5X12 5 1/2" X 12" GLB 22 H 4X12OF#2 4X12 OR 23 H 6X10OF#2 'DEFAULT HEADER MATERIAL 15 DOUG FIR # 2 OR BETTER. '2 X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2 X NAILED AT BOTTOM IN "L" CONFIGURATION. 'DEFAULT TRIMMER, USE (1) 2 X STUD OR 51MP50N LUG HANGER EACH END. 'DEFAULT KING STUD, OPENING 6' WIDE AND LESS USE (1) FULL HEIGHT STUD EACH END PLATE TO PLATE. 'DEFAULT KING STUD, OPENING WIDER THAN b', USE (2) FULL HEIGHT STUDS EACH END, PLATE TO PLATE, WINDOW NOTES: 1. VERIFY ALL WINDOW SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDWAR AND GRID OPTIONS, GLASS COATINGS, U-VALUE5, 5TC RATINGS, AND OTHER DETAILS WITH CLIENT PRIOR TO WINDOW ORDER. 2. VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINGS MAY VARY DEPENDING ON WINDOW MANUFACTURER. 3. INSTALL WINDOW FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 2400 / AAMA2410 METHOD "B" OR EOUIVELANT INSTALLATION INSTRUCTIONS. a- y cn %�I 0'_3" 1. 3'-O' � 3'-0" W19-3056 W7b-3056 @% ®®%. I I 4 CEILING 0 I o I 12XA WALL ROUGH IN PURR OUT FOR TUB tl I � � I I MASTER BATH m 163 50 FT m TILE z w Z 7 TILE 1*10 TOILET " 30 50 FT 5'-31Q' TILE m ®10 N � w L m III =306b DRYWALL OPENING ❑2 r--� I I I Y I q CEILING HYVOOD - 17-b,/7 o I < I c L WALK --J 2 mom IN CLOSET 12150 FT WORK BENCH AREA I ATTIC ACCESS L- -__ -- 64'-0" 14'-6 1 /2" 20'-011 2 A11 Ob O.-b. Y 3"-- 15-50 1! -5036 W11-501 9" SIMPSON WOOp I yl sHEARruu W14-5010 W72-5010 W10-SO1010 1'-0" l 1'-8 1/2" I 4 0141' 0141' W11-1060 W1b-30b0 Q ® 4®®t4T 11'-0" _ W N (2)1.15 X 5.5 LVL (2)1.75X551- L PLATE TO PLATE PLATE TO PLATE m O, ® o qv 0 m ®%. Kco z m _.-_.. m Io COVERED PORCH HWOOD 9' CEILING MASTER BORM / 246 5Q FT o - 285 SQ.FT. HWOOD a m o ® %" 0 3" {tb'-0' I� 6050 W01-3010 GREAT ROOM 354 SG FT F 13' CEILING Z 2 Z h W Z w C@IUN& TRANSITION 30- SOW - --__ WOOD I I I I J F------I STAI o 155 50 FT HWOOD " w�L HALL 31 50 FT ON 9' CEILING DRYER WASHER -I 1 REFER FREEZER 0 GARAGE 1012 5Q FT 14 GIiI L I KITCHEN 224 50 FT LAUNDRY I L- _ _ _ - _ 128 50 FT DW 4 CEILING L- ®®DooltRO DOOR RO I ALLL ow PANTRY TCEILING 64 50 FT Hwoov � I ® I I .DOORRO. I I I - I I � I I I I I I I I - - - D 14 ® I o � I I I FOR RO. I I I L-------- I ow 49 ow ow V YQD-3020 W21-3020 W22-3020 ---4---'-0--4 3'-0" 4 3'-0' � 5'-3' 0'-3" 201 - (;41-0H 2 A11 L u O ®RG'771 0 r 9' CEILINGHWOOD DINING 128 50 FT Z til 0 I m J ® m O I Y in '7'-5 1/2" (r I I I _J 0'-3" 2._6.- BANKETTE v 11,_4• HDUI2' c �@DOOR RO ®% � ,D I O T GEILING o o - 0 o HWOOD o m o m `IT O HALL❑1 99 50 FT GUEST BEDROOM 111150 FT n J TILE m � pN ern ~ I 4 GEILING Q r T-3' a0 - - o 4 GEILING N DO in t H13N• o DOOR RD ®OqS• 3'-2 N'�� 0 _______ 3680 2880 L5HONER 3' T Yi01-1270 10'-3 1/2TILEBATH o%-sq sa PTI}GLOSETCOVERED ENTRY v r - - 1 6A1LAISEQ1S 5E+1L. I5 Fc/L a L xreL. -ITEAtT 8PJ Ly . :NERDY CREDIT I EFFICIENT BUILDING ENVELOPE - WINDOWS: U=0.28 - FLOOR: - R-38 INSULATION - SLAB ON GRADE - R-10 ENTIRE SLAB :NERDY CREDIT 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION - AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR -Y*40LE HOUSE FAN PER SECTION M1501.3 :NERDY CREDIT 3a HIGH EFFICIENCY HVAG EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 44%. :NERDY CREDIT 5G EFFICIENT YiATER HEATING -GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. DESIGNED BY: FLOOR PLAN NOTE5 J. SYKORA, GPBD SMOKE DETECTOR EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND - ❑AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA WKS ACGE55 TO EACH SEPARATE SLEEPING DRAFTED BY: m 1 AREA IN NEW CONSTRUCTION. REQUIRED SMOKE DETECTORS SHALL RECEIYE THEIR PRIMARY POWER FROM THE BUILDING WIR1N6 AND 5HALL BE EOUIPPED WITH A BATTERY BACKUP. SHOKE DETECTOR AND CO DETECTOR N ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE- p SCALE f SHELF AND HANGING ROD. f DATE w 3 BUILT IN SHELVES. - - 5-14-18 z IL 4, GABINET-OWNER/ GONTRAGTOR TO VERIFY. EGRE55 WINDOW5 SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRE55 5.1 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20" WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44' OFF FLOOR. © W(FT�� HOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL. SUCH z AS A CLOCK TIMER W ITN A ZONE RATING OF 1.5 0R LESS. U) F.A.U. ON IB' HIGH PLATFORM. TOP OF PLATFORM TO BE i IV T 8 6 PLYW000. O EXPOSED FALE AND SIDES TO HAVE 1 LAYER 5S' TYPE "X' 6YP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUbH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE Ai LEAST 3P OF WORKIN65PALE IN FRONT OF FURNACE, ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH OUILK ACTIN6 VALVES ARE INSTALLED. FROM PROVIDED WITH DEVICESTOALS , U A4H PRESSURES m 8 RESULTINb FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, ENDOF PIPE LE55THAN 2 FEETABOVE GROUND, POINTIN&Dp TANK55HALLBE u STRAPPED WITHIN UPPER 1S AND LOWER 10 TO PREVENT OVERTURNING IN AN X EARTHQUAKE. i PROVIDE DRYER VENT TO EXTERIOR PROVIDE RECESSED HOTB COLD SHUTOFF � CONTROL VALYE58 WASTE AT WASHER. EXHAUST DUCTS SHN1 NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF THE DOLT SHALL BE REDUCED 2.5 FEET FOR EAG145-DEGREE BEND AND 5 FEET FOR S EACH 3D DEGREE BEND. A MINIMUM "NCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONYOMW5TIBLE MATERIALS REDUIREO WITH BACK -DRAFT DAMPER. d MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE [ PRONDED WITH A MELHANILAL FAN CONNECTED TO THE OUTSIDE CAPABLE OFW L.F.M. AHD SHALL NOT TERMINATE LlOSER THAN 3 FEET TO ANY OPERABLE WINDOW 1 O OROPENIN6INTO THE BUIDIN6. MINIMUM DUCTSIZE 1541NCHE5. DRYER,KRLHEN, AND BATH FAN5 TO SE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWOFK Minna PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE $ CONSTRUCTED OF SMOOTHBORE. NONCOMBUSTIBLE MATERIALS. APPROVED FEE% i CONNECTORS NOT E%LEEDING A FEETET IN IN Lf LENGTH MAY BE USED IN CONNECTION WTDI DOMESTIC DRYER EXHAUST. 3 22' x 30' MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 11 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN ITS PLYWOOD 3 ACCESS LOVER IN GARAbES TO BE HINbED AND SHALL BE WEATHER-STPoPPED OR SEALED SEALED n6HT. 111 J 1 6UAWRAIL 36' ABOVE FINISHED FLOOR. STAIR HANDRAIL 36-ABOVE STAIR NOSING. INTERMEDIATE RAIL SPAGNG SHA L NOT ALLOW A 4' DIAMETER SPHERE TO PAYS THROUbH PER I.RC. SECTION 312Z. O PRE -MANUFACTURED, ZERO CLEARANCE 6AS FIREPLACE CONSULT WDH OWNER FOR V 13 TRIM PACKKE CONTRACTOR5HALLA55UMEALLOPTIONS REFERTO O MANUFACTURERS SPECS FOR MINIMUM REOUIRBMENTS OP NON-CDMBUSnBLE SURROUND 8 HEARTH MATERIAL. V 3 � 3 14 GARAGE FLOOR SURFACES SHALL BE MINA" CONCRETE. SLOPE CONCRETE FLOOR N 12 MIN. 1/B' PER IT TOWARDS MAI N VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. C o QED 15 TEMPERED GLASS LL u-N m A�l Lu Lu (3 r 16 20 MIN. FIRE RATED DOOR YV SELF -CLOSING DEVICE W (3 O U) 0 m GENERAL NOTES m °d 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Z ALLHEADER NATERIAI- TO BE 4 x 1 O D.F. # 2 U.N.O. Lu 3. VERIFY HEADER HEIGHTS WITH SUPER 4. ALL EXTERIOR WALLS ARE 2 x 6 - le O.O. STUDS, UNLE55 NOTED OTHERWISE. V ALL INTERIOR WALLS ARE 2 x 4 - W O.C. STUDS, UNLESS NOTED OTHERWISE. O5_ r b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, W TOILET PAPER Z DISPENSERS, MEDIUNE CABINETS. ETC. COORDINATE WITH OWNER FOR LOCATIONS. Q i-- < T V� ` ( 1 DL ` W W FRAMING NOTE5 Q W -0� 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. ul O 2. COORDINATE YW MECH. & ELEC. FOR LOCATIONS & SIZES OF O FOUNDATION/5LA8/J015T5 BLOGKOUT5. O < 3. FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT 5HOWN HERE 15 FOR (L m SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL ((� PRIOR TO THE FABRICATION AND INSTALLATION. ` �J 4. ALL TRUSS TO TRU55 & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER 5. FLOOR SHEATHING TO BE 3/4" COX OR 055 STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE Z onQ GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" 058 OR EQUAL. gash ZwDUw 3kaoO 6. PROVIDE SOLID BLOCKING IN THE J015T CAVITY BENEATH ALL P05T �aeamo LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO ¢ yaw FLOOR HOEDOWN LOCATIONS. Ow 0&oF O T PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING w wwo WW LOCATIONS HERE THERE IS A LOAD BEARING ALL ABOVE. O �¢a Qor �z oo io two 8. ALL CONNECTIONS TO BE 51MP50N OR EQUAL. "z9mc 1z: 9 oz -0 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE sz? CONNECTIONS AS WELL AS FROM TRU55 OR RAFTER TO BEAM Z ._° CONNECTIONS.�p8 PLAN AREAS MAIN FLOOR 2,041 SOFT. BASEMENT 1,181 50.FT. TOTAL LIVING AREA: 3,222 SQ.FT. GARAGE 1,016 SQ.FT- COVERED DECK 285 50.FT. STORAGE 15150.FT. CRAWLSPACE 655 50.FT. ammRo oQg.1 mo w62p zoo m? OWNER APPROVAL INITIAL: A"I 2 A9 11 '-0" 2 X12 FAGIA 1 14'-b 1 /2" 2 X12 FACIA 24 OVERHANG 4 GEILING J J 4 GEILING \ MANUFACTURED TRU55E5 24" O.G. PENSION 0211 A 2 X12 FACIA 0 cV 1:12 ♦ I ATTIC ACCE55 --:rrau4ie 20'-0" 2 A9 2 X12 FACIA 24" OVERHANG 12 BEAM ~ 5TICK FRAMED OVER BUILD AREA 13' CEILING AREA cv W l 1: 12 5 Q LL W (X v L z 5 112" X 16 1/2" GLB --. Q Ir COILING FRAHE Doves GEILING IN HALW4kY 6 X6 POST 1:1211♦ � � I 4 X 6 HEAVERS I j v II s olu Aq 4 CEILING I 4 CNI 0 x o ® m 0 L In x S Q 1:1211► a l Lu - - --_ D < Ir- = v L- - - - - 3 _p• > d D 6X6P05T 1J 2 X72 FACIA m o Z 1:1211I► � - S C s A > z airy 2C OVERIMNG o J is Aq 0 m r 11'-0" 2 X12 FACIA 24" OVERHANG 51/D" X 12' 6L8 (EXPOSED) TOP NT - I Oq 1I6" 2 X12 FACIA ROOP LEDSER T-5 1 /2" (tlx T b X b POST 1 I! II I! I 51NP50N $ 1/B' X 12' GLB (EXPOSED) ROOF LEDGER MANUFACTURED TRUSSES 24" O.G._ S � T 2 X12 FACIA II- .O N Li 5 lie, X 12, GLB (EXPOSED) 14'--1• 2 X12 FAGIA— q'-0" 0 m w in m � g o IN - `- O x -' — r ?1 z x rc w >O WNNECT TO POST KTH VERTIM-516X 125TRAP. Li N d < LL N X ry I 4 GEILING o - J F Q a N 2 2 Aq A9 2'-011 1V- ~ J d r H w < QAq PLATE 0 10q 1/a' r b X6P05T 24"OVERHANG 2 X12 FACIA 3 A9 1 "1'-0" 14'-4" ROOF FRAMING PLAN 5GALE: 1W - 1' ROOF DIAPHRAGM SHEAR CAPACITY. GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF -WIND. MAX ASPECT RATIO = 3:1. FRAMING: TRUSSES OR RAFTER5: 2X AT 24" OC, MAX. FRAMING CONNECTION AT SUPPORT: WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TOP OF WALL. WHERE TRU55E5 OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 WITH SGRE1145, OR SIMILAR, TYP. T LEDGER, CONNECT PER LEDGER CALLOUT. SHEATHING: 7/16" MIN., 058 OR COX PLYWOOD. SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.(1) NAILING: USE 80 AT WEDGES, 12' FIELD. BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALL5 BELOW LVL LEDGER LEDGER CONNECTION: WHERE A LEDGER 15 GALLED FOR BELOW, IF CONNECTING TO RIM OR HEADER, USE 505, OR LEDGERLOK AT MAX 12' OC, STAGGERED. If CONNECTING TO STUDS, USE 2,505 OR LEDGERLOK PER STUD. LENGTH OF 5D5 OR LEDGERLOK = FULL DEPTH PENETRATION INTO RIM, OR 2.5" MIN EMBEDMENT INTO SOLID FRAMING. MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE = 2". MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER =7 FRAMING CONNECTION TO WALL, GENERAL: USE ANY OF THE FOLLOWING, WHICHEVER 15 APPLICABLE. RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTER5. APPLY LEDGER OVER WALL SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER. PARALLEL RAFTER OR TRU55 TOP CHORD: LEDGER MAY BE TOP CHORD OF TRU55 OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL 5HEA71-IING. MONO TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN TRU55E5 NAILED THROUGH WALL SHEATHING WITH 16D @ 6' OG TO SOLID WOOD BACKING (CONTINUOUS RIM, PLATE, LEDGER, OR BLOCKING.) MONO TRUSS BOTTOM CHORD PERPENDICULAR - ALTERNATE 1: HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO 50LID WOOD BACKING (RIM, PLATE, LEDGER, OR BLOCKING.) ALTERNATE 2: USE MIN., 2X4 LEDGER LET IN TO TRU55 BOTTOM CHORD. LEDGER TO BE PLACED OVER WALL SHEATHING AND CONNECTED WITH MIN., 3- 160 @ 24" MAX SPACING. ROOF DIAPHRAGM: CONNECT ROOF DIAPHRAGM TO LEDGER WITH 80 RING SHANK OR 5CREW5 AT 3" OC. FRAMING NOTE5 DESIGNED BY: J. SYKORA, GPBO 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DRAFTED BY: m 2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF 0 N FOUNDATION/5LAB/JOI5T5 BLOCKOUT5. 5GALE 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 1 /4" = 1' U.N. 0. 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER o DATE 5HALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE z 5-14-18 BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE a FABRICATIONAND INSTALLATION. 4. ALL TRU55 TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. Z 5. FLOOR SHEATHING TO BE 3/4" COX OR 058 STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ b" EDGES & 12' IN Q THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" OSB OR EQUAL. b. PROVIDE SOLID BLOCKING IN THE J015T CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS m AT FLOOR TO FLOOR HOLDOWN LOCATIONS. ` 7. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING WW HERE THERE 15 A LOAD BEARING ALL ABOVE. czLOCATIONS 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. q. INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRU55 OR RAFTER TO BEAM CONNECTIONS. 10. EXPOSED WOOD - ALL WOOD EXP05ED TO WEATHER MUST E g BE PRESSURE TREATED OR OF NATURAL RE51STANCE TO DECAY AND BE LABELED ACCORDINGLY. IRG R317.1 & R317.2 11. FASTENERS - FASTENERS FOR PRESERVATIVE TREATED E WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT o V DIPPED GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. o 12. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED WA5HERS ARE REQUIRED AT EACH ANCHOR N BOLT. IRG R602.11 o 13. GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN aT HEIGHT WHERE THE ADJACENT SURFACE OR GRADE 15 30" OR Z � MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW THEr- m w PASSAGE OF A 4" SPHERE. IRG R312.1. W Xp p N 14. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP Q Q C3u DRAWINGS AND ENGINEERING MUST BE PROVIDED TO m SI to INSPECTOR AT TIME OF FRAMING INSPECTION. 7Lui;9- T� v Lu v LU o w �_ o w m ''NA oiva ��w5ja �s.Su �m e3 W"b �ra 8 i� of oo LL <__ ►w LL 2.9-m °° `ass O o Fg3� O ¢ F 5110 02°$ W<�° i OWNER APPROVAL INITIAL: PAGE: r Q A 1 2 X12 FAC A 20'-0II 2 Aq �.ww *3w le 6*w sak'S s6A,. IS Fat braucrr'L. TT£AtiS e,N ut , OF: FRAM I NG NOTE5 DES16NED BY: J. 5YKORA, GPBD STANDING SEAM METAL ROOF 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DRAFTED BY STANDING SEAM METAL ROOF 1/16" SHEATHING 2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF m 1/16" SHEATHING MANUF. TRU55 FouNvnrloN/sLAB/Jolsrs BLOCKours. - scAL= AIR BAFFLE W/ 1 GAP HEELYARIES 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT 5HOWNHERE 1/4"=1' U.N.O. o 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER a MANUF. TRUSS 2 X 1 O - SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE 5-14-18 R-49 INSULATION 2 X 12 FASCIA - OUTLOOKER BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRIGATIONAND INSTALLATION. _ — — — — — — ALUM. DRIP EDGE — STRIP PENT 4. ALL TRU55 TO TRUSS & TRU55 TO BEAM CONNECTORS TO BE — — — — ENCLOSED SOFFIT VENTED BLOGK DESIGNED BY MANUF. z � GUTTER =k 2 X 10 TAIL I _ 2�_Dn 5. FLOOR 5HEATHIN6 TO BE 3/4" GDX OR 05B 5TURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK Bd's @ 6" EDGES & 12" IN � 0 W 2 X 12 PRIMED FASCIA -I THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. __; -- ROOF SHEATHING TO BE 1/16" 05B OR EQUAL. VENTED BLOCK -- 6. PROVIDE 50LID BLOCKING IN THE J015T CAVITY BENEATH ALL P05T LOCATIONS AND BETWEEN UPPER AND LOWER STUDS 5/S" SHEETROGK BUILT OUT POST 1 /2" SHEETROGK R-49 INSULATION AT FLOOR TO FLOOR HOLDOWN LOCATIONS. g 2 X 6 WALL 5/8 SHEETROGK 1. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING a LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. - 1 /2" 5HEETROGK 2 X 6 WALL b. ALL CONNECTIONS TO BE 51MP50N OR EQUAL. 9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL A5 FROM TRU55 OR RAFTER s TYPICAL EAYE DETAIL TO BEAM CONNECTIONS. A f'r SCALE: 1" = 1' 10. EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE PRE55URE TREATED OR OF NATURAL RE515TANGE TO DECAY AND BE LABELED ACCORDINGLY. IRG R311.1 & R311.2 LL (�4 TYPICAL EAYE DETAIL 11. FASTENERS - FASTENERS FOR PRESERVATIVE TREATED E VENTILATION NOTCH AIR BAFFLE W/ 1 �� GAP WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT A� (� Aq SCALE: 1" = 1' DIPPED GALVANIZED OR 5TAINLE55 STEEL OR EQUIVALENT. o STANDING SEAM METAL ROOF MANU. TRU55 12. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED W GALVANIZED A5HERS ARE REQUIRED AT EACH ANCHOR ccl ,�3 1/16" 5HEATHING BOLT. IRG R602.11 u o 13. GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN Q _ HEIGHT WHERE THE ADJACENT 5URFAGE OR GRADE 15 30" OR Is Q - - - - - - - - - - - - - - - - - - - - - - - — 2 X 10 MORE BELOW. RAILING OPENING5 SHALL NOT ALLOW THE z m F r /► VENTED PASSAGE OF A 4" SPHERE. IRG R312.1. Om O it N fat e�a� 2 X 12 FASCIA OUTLOOKER BLOCK 14. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP Luu1 d ry f� o DRAWINGS AND ENGINEERING MUST BE PROVIDED TO Q m ° • /L ° ✓ 2 X NAILER i INSPECTOR AT TIME OF FRAMING INSPECTION. R-49IN5ULATION STRIP VENT °® Lu • o °• Len 3" I�0r, e ENCLOSED SOFFIT v fight ° ° Typical ACE DROP TRUSS O Z Installation AC V LU ® 21-011L Q V 5/5" 5HEETROCK z w In < 1/2" 5HEETROCK J w Lu Q W 2 X 6 WALL C, R-21 INSULATION v T. V O AG POST GAP w �9 v z TYPICAL EAYE DETAIL &ALI LL19/16 SCALE: 1" = 1' V ° 3�q' STANDING SEAM METAL ROOF J =oo 0 ° 1/16" SHEATHING ° ° AIR BAFFLE W/ 1 " GAP °+ MANUF. TRU55 u� VZ U� 3W V Ll10. K¢6 0 SI R-491N5ULATION la -0Q haw 3�mmm N / -- ALUM. DRIP EDGE-= ___ z_ o� W�WWo w;a== o __ sXX. W. ��z 51 „ 4 \ GUTTER - X 10 TAIL <o�m o31eo ziE_ H 1 2 X 12 PRIMED FASCIA __ _z a.a= -- Z.SSO 6 HURRICANE TIE STRIP VENT VENTED BLOCK 5/8" 5HEETROCK U- O 6WFUV O Zz � so =� ENCL05ED SOFFIT 1 /2" 5HEETROCK �- � 'O 2 X 6 WALL OWNER APPROVAL R-21 INSULATION INITIAL: PAGE: A10 3 TYPICAL EAYE DETAIL 0F: �� / SCALE: 1" = 1' DESIGNED BY: BUILDING SECTION DET,AIL5 J. 5YKORA, GPBD DRAFTED BY: „ STANDING SEAM METAL ROOF ry L'� v SCALE 2 X 12 FACIA 1/4" = 1' U.N.O. o 12 DATE o 2 1 ENCL05ED SOFFIT �14_18 4 2 1 1 1 ® MANUFACTURED TRU55E5 24" O.G. 2 2 3 0 0 ❑ ❑5 3 Z 5 ���pn _ I 5 R-49INSULATION C7 L_1 O 8 8 © R-21 INSULATION KllrHEN CLOSET 51Y 5HEETROCK 70 i Y ALK IN CLOSET HALL GUEST BEDROOM b a S 1/2" 5HEETROCK Il���)� I W W i� 1 n �Ii I i 15 9 GABLE RAILING ON DECK 13 13 T 13 12 s 12 ++ g 1 5/4" X 6" COMPOSITE DECKING g STORAGE 1 1 2 X 12 PT. JOIST 16" O.G. o CRAWLSPACE AD CRANLSPACE W 12 11 T/8" BGI 6000 1.6 " I" JOISTS 16" O.G. o LL 16 14 c 0 13 R-3b INSULATION r 3 Q ° MA1 R-10 RIGID INSULATIONBUILDINGSECTION 3 zm 15 3/4" SUBLFOOR A m (3. j N Q m Q Q m 16 4" GONG. SLAB BUILDING SECTION 3 ua ° z z��� Q < w t W J LI o w w v O u- z LL m Z< 1 m 12 Q 1� 7:77=7--1;7 1 4 ® 5 I => s a� 3 LJ Z o�aa pwwaQ 3� U£20 O p60 OOw m �p� 6 N H =-=w awa =wN��;w Lu Nr1HA GARAGE 0°2� �ipoa 16 16 , n v Ip2w0 „'ow0,< Zw HIM iwti'¢a c oig 6�Qpo o00 z o iw° i<Zp 4 IBUIL ID NG SECTION 4 OkNNERAPPROVAL ?� 12 INITIAL: PAGE: Al2 OF: BUILDING SECTION 4 OVERALL BUILDING HT. PLATE HT. 2 3 WINDOW HEADERS da O c» ry MAIN FLOOR 12 5/6' FLOOR SYSTEM PLATE HT. WINDOW HEADERS JJ o BASEMENTFLOOR 3 M J 1 14 4 16 12 1 4 1 5 1 GUESTGUEST BEDROOM 15 FA-1,3BUILDING SECTION 1 FAl3 BUILDING SECTION 2 1 C GUEST BATH BUILDING SECTION DETAIL5 5TANDING SEAM METAL ROOF 2 X 12 FACIA ENCLOSED SOFFIT ® MANUFACTURED TRUSSES 24" O.G. �I R-491NSULATION © R-21INSULATION 5/8" 5HEETROCK ® 1/2" SHEETROCK GABLE RAILING ON DECK 5/4" X 6" COMPOSITE DECKING 11� 2 X 12 PT. J015T 16" O.C. 2 11 1/8" BCI 6000 1.8 "1" J015TS 16" O.G. 13 R-38INSULATION L14i R-10 RIGID INSULATION 15 3/4" 5UBLFOOR 1(� 4" GONG. SLAB BUILDING 5EGTION BUILDING HT. IOR 4T FLOOR p-c-I, NE= Sy. J. 5YK0RA, GPBD _DRAFTED BY _ m o N SCALEall i 1/4" = 1' U.N.O. f 5-14-18 'z vJ 1.I.I =0 c g s i a w J LL E v c 0 ry 3 � N o Q s � w vN m w u _ lz XI m w pp m v U) Q m (L d m S 1 uL v _ } o z LL LU � z_ _Q < L _u J I.L.I W v o w W w V O — O v o LL. < cL LL' m � m �=sa 4 Ezww� g��LL 0 HT o b; V_Y0 !w v€ in$Q� o xiw zw�oN Lu i aoo a �z�¢< wg€. w �aITz �ouo az�Qo w "'izma z z�zz i ooa_ Oti�< Q �a w� OOsVU 0 09D xwa �10 w m? OWNER APPROVAL INITIAL: PAGE: A13 OF: BUILDING 5EGTION 2 DESIGNED BY: EXTERIOR DETAILS J. SYKORA, GPBD DRAFTED BY: FIBER CEMENT LAP SIDING IN5TALLE WITH T' EXPOSURE. SCALE 12 STANDING SEAM METAL ROOFING. 1/4' = 1' U.N.O. OVERALL BUILDING HT. 41a.5' — — — — — — — — —HEIGHT RE5TRIGTION — — f -1-------- ----- HEIGHT RESTRICTION---- -- DATE o 2" X 12" FASCIA z 3 3 ENCLOSED SOFFIT (VENTED) GREAT ROOM PLATE HT. rA-j" - T8G PINE W/ NATURAL FINISH. CONTINUOUS ALUMINUM GUTTERS. 2 �Z PLATE Hr. 4 5 -- 3 � "X" METAL OUTSIDE � WINDOW HEADERS 9 CORNERS 1� Q W o ❑ CEDAR LAP SIDING. INSTALL WITH 4" ,o j 5 b EXPOSURE. _ W16-3060 W1l-1o60 W18-3056 w19-3056 O W04-261 WOl-3010 6 36" HIGH RAILING TO CODE. a cV - 1 -- ® 5/4" X 6" DECK PLANKING 8 _ 1 458.0 MAIN FLOOR 12 5/8" FLOOR SYSTEM - -" PLATE T. EXPOSED GLB -NATURAL FINISH s WINDOW HEADERS _ � ' ❑1 5 1 O CULTURED STONE. TYPE AND COLOR W24-6050 YV25-6050 W26-bOSO W27-3050 - TO BE DETERMINED. 5 11 W J LL o a 12 0 BASEMENT FLOOR S` O 13 (ryV .� N O NORTH ELEVATION 14 0 L I- u- m � z m 73 X R� 5CALE: 1/4" = 1' 15 IT Q m O Q u� � I m a- Q mil 16 NORTH ELEVATION ua v } o Z z N 17- _Q (Y d3 w to w ~ w HEIGHT RESTRICTION `� 9 w 414.5' OVERALL BUILDING Hr.--------------------------------------------------------HEIGHT RESTRICTION— — — — — — — — — — — — — — — — — � !L -------- � 0 GREAT ROOM PLATE HT. 3 QL L m -- 3 3 3 11Ln. ccn 5 - - 3 V PLATE HT. WINDOW HEADERS _ — _ _ 1 -- _ _ _ - - - _ __ __ ❑ - - 0 1 _ �/W� VUV UK W ❑ 00 r _ 1 �aUn- /} oxzzn zWmu% _ 1' , i€&oo 458.0 MAIN FLOOR - -- 141-1���� 725/8'FLOOR SYSTEM 5 "- - - siaw30 PLATE HT. u ' 1ao9u s+a V O 2FF WINDOW HEADERS 0 = LAW 5 a� °UWGS g=WW moo Ir�VV r 1 to VO O yWWbu kNE5T ELEVATION X FWF �g'o SCALE: 1/4" = 1' _�° W BASEMENT FLOOR OWNER APPROVAL INITIAL: � PAGE: A14 OF: °�� NE5T ELEVATION W11-5036 W13-5036 W15-5036 wto-solo wt2-solo W74-so�o EXTERIOR DETAILS FIBER CEMENT LAP SIDING INSTALLE WITH l" EXPOSURE. STANDING SEAM METAL ROOFING. 2" X 12" FASCIA ENCLOSED SOFFIT (VENTED) - T8G PINE WI NATURAL FINISH. ® CONTINUOUS ALUMINUM GUTTERS. "X" METAL OUTSIDE CORNERS ©CEDAR LAP SIDING. INSTALL WITH 4" EXPOSURE. 36" HIGH RAILING TO CODE. ® 5/4" X b" DECK PLANKING EXPOSED GLB -NATURAL FINISH 1 O CULTURED STONE. TYPE AND COLOR TO BE DETERMINED. 11 12 13 14 15 16 DESIGNED BY: J. SYKORA, GPBO DRAFTED BY: m 0 ry a - a 5GALE 1/4" = 1' U.N.O. z DATE g --1 1 5-14-18 12 3 1 0 3 W37-3016 W30-3016 W29-3016 W28-3016 2 z - 2 U) Fcil �W 4 3 1 q q W20-3020 W21-3020 W22-3020 1 _ - ---- 5 5 1 5 �imn x — ©1-12'10- c: gg 5 5 o a SOUTH ELEVATION w J LL 5GALE: 1/4" = 1' 0 0 � V Cry`! +` d3 w O Q � v� Q) _ w m 9 X c�a W oo. � U) Q m Q m SOUTH ELEVATION u-1 v } o z zLu aW� w ks) J w ----- _ 414.5' - - -- - -- HEIGHT RESTRIGTION------------------------------------------------- OVERALL BUILDwGHT, 2 FFF46 2 =L W V 12 -- -- 12 GREAT ROOM PLATE HT. O IL 2 2 — 1 3 p[ z 4 2 4 1 emu/ m < L:LTPLATE HT. ^ q 1NINDOW HEADERS - I W03-3056 5-5050 `U s6 5 to - _ - iuz b VV06-3070 6 W08-3010 ri09-3010 oig� U.0O (V �zaua 7 3 a-X8 1 �e¢mo 8 8 T =n1m ==wwa MAIN FLOOR 458.0 } Hog - PLATE 5/8" FLOOR SY5TEM 1 1 ' Hog - PLATE HT. ILL.{ a5o�3 NUNDON HEADERS o w bo o azrpo ❑ _ o 1 N w=w \ O 22K�Y C- IOyU Lu =o EA�5T ELEVATION F- 990oz Z,2 5GALE: 1/4"= 1' BASEMENT FLOOR Lu a OWNER APPROVAL INITIAL: PAGE: A� 15 OF: EAST ELEVATION 1 P SHEARYVALL TOP CONNECTIONS 1 PW W NOT TO SCALE 1 00, 5HEARViALL PARALLEL FRAMING CONNECTION D2 W 5HEARALL TOP CONNECTION PERPENDICULAR FRAMING NO SHEATHING SPLICE TRU55 OR RAFTER 1 PW TRUSS OR RAFTER TRUSS, RAFTER . OR J015T NO SHEATHING _ SPLICE CEILING STRONG YVALL 5B ON UPPER LEVEL FRAMED FLOOR 7/16 OSB SHEATHING TYVEK HOUSE WRAP SIDING MATERIAL kNCHOR BOLTS 'ER GALLOUT 50U6E RIM AS 4ECE55ARY `OR ANCHOR BOLT a SHEATHING SPLICE LTP4 OPTION- 5HEATHING SPLICE TRU55, RAFTER OR J015T A34 OPTION CEILING NOT TO PER GALLOUT AL AL I I I I,I I EXTRA Ii HI I BLRIM ocK STUD f'I STUD III�•- ANCHOR BOLTS PER CALLOUT HGA10 STUD OR H2.5 OR TRUSS HEEL ROOF NAILING - -FULL HT. BLOCK — H2.5 OPTION OR - $DWL15600 OPTION TRU55 HEEL NO SHEATHING SPLICE a I N ROOF NAILING —. � w -ANT. BLOCKI 6 d w a s a N Q w_ F I z O N o� TALL HEEL TRUS ¢ IF SHEATHING SPLICED H25 OPTION HERE, USE H2.S OR OR 5DNG15600 I SDWC15600 OPTION L — JOIST W/ SHEATHING OVER RIM JOIST NO SHEATHING SPLICE SHEARWALL- G 1 PIN SHEAR WALL TYPE N( MINIMUM LENGTH OF SHEAR PANEL. IF " W" , CONSTRUCT ENTIRE WALL PER THIS GALLOUT. IF "N5" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM GALLOUT CAPACITY WIND /5E15MIC 5HEATHING MINIMUM SIDES OF WALL NAILS OR 5CRE 451ZE STUD HEIGHT STUD SPACING STUD 51ZE STUD MATERIAL (SEE STD STRUC. NAIL EDGE / FIELD TOP PLATE TOP PLATE SILL PLATE 8 BLOCKING AT AT TOP OF WALL TOP OF WALL BOTTOM PLATE MA%. FT. MAX. INCHES MINIMUM SPADING STUD MINIMUM SPLICE 5TUD5YW EDGE UNSUPPORTED CONNECTION AT CONNECTION AT TO FRAMING MAX MUD51LLANCHOR SILL ANCHOR SPEC5.1 SPACING IN INCH MINIMUM NAILING EDGES PARALLEL PERPENDICULAR SPACING IN TO CONCRETE MAX SPACING 10' 24" 2 X 4 SAWN b/b �124" FRAMING FRAMING INCHES MIN. EMBED 1I16 OSB ONE SIDE . 6112 lb" � CONT. SHEATING CONT. 5HEATING 1 PW 165 / 120 APPLY EITHER 12, 161, 2 X b SAWN b/R ® 16" OR A34 OR LTP4 VW BLOCKING OR 5/8" J-BOLT OR W OR 7/16" SIDE DIRECTLY bd lb, 12" 2 X b (2) � 4 48" LAP YW 2X NA AT 36" MAX SEE H2.5 OR SDWC 15600 1 bd @ 6" 5/8" TITEN HD W/ 3" WASHER '72" PLYWOOD TO STUDS 5A NN 6112 Q I2" (8) 1 bd NAILS DETAIL ® 24" MAX / 4" SEE DETAIL OR HASA OR 22, 12" 1.75 X 5.5 LVL 6112 ® 12" D1 D2 MASAP 10, 2 X 4 SAWN 4112 ® 16" 7/16" 05B ONE SIDE. CONT. 5HEATING CONT. 5HEATING /2PW 490 / 350 APPLY EITHER 12, 1b" 2X6 SAWN 4112@16" OR A34 OR LTP4 PU BLOCKING OR 518"J-50LT OR V OR 1/ 1 6" SIDE DIRECTLY 8d 16, (2) 2X 4 48" LAP PV 2X 2X AT 3b" MAX SEE H2.5 OR 5DWC 16d @ 4" 5/8" TITEN HD PLYWOOD TO5TU05 2 X b SAWN 4/12016- (b) 1bd NAIL5 DETAIL 15500024•MAX W/3" WASHER 36" / 4" SEE DETAIL OR HASA OR 22' 115 X 5.5 LVL 4112 @ 16" D1 D2 MASAP 1/2" OR 5/8" 10, 24" 2 X 4 SAWN 5Gw DELL BOTH 5d FOR 1/2" 14' 16" 2 X 4 SAWN 4/4@24 CONT. SHEATING OR A34 OR LTP4 CANT SHEATING NU BLOCK NG OR 5/8" J-BOLT OR V 220 / 220 SIDES bd FOR 5/8" 16' 16' 2 X 6 SAWN Tn 0 16• (2) 2X 4 48^ LAP M AT 36' MAX SEE N25 OR SDWG 1 bd @ 6' 5/e" TITEN HD D (8) ibd NAILS 2x NA DETAIL 15600 ®24" MAX W/3" WASHER 72" / 4" D1 SEE DETAI OR HASA OR D2 MASAP DESIGNED BY J. SYKORA, GPBD DRAFTED BY: 5GALE 1/4" = 1' U.N.O. 5-14-16 S_ v O V N � K z z �L mF w xp(3 � c In ca Q N u� m �Q mil v �= o z z Q v W !Z < W Q W W O O V— d !L m Q N—N 1�L m `n V 6 w1z gnu LL z °n oNw U_U z ¢a� =wo ' n E T,i aw H z Fib' iL nal �zw ao Lu oz' Lu z z- boo; «mF1 z vX 1 c a 00 oio.l 2 ¢ oo: OWNER APPROVAL INITIAL: PAGE: ,Ilk Ib OF: 51MP50N STRONG WALL W5VM. U5E 24" WIDTH 1 PW W I 15TRONGWALL NOTES \R WALL: USE W5Wi0. WIDTH=24'. HEIGHT, 5EE BELOW. 2P W LAY USE HUC IN LIEU OF TRIMMER, IN THIS LASE W54N CREATES EDGE OF ROUGH OPENING. REMAINDER OF ON MAY BE FILLED IN WITH STANDARD FRAMING. 0 ALIGN WITH OUT5IDE (EXTERIOR) FACE OF STUDS. FURROUT AS NECESSARY TO FLUSH UP WITH :OF WALL. ILTION: CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH 5D5 CONNECTORS THAT COME WITH THE WSW. SHEATHE HEADER, WSW, AND WALL, FROM MUD SILL TO ROOF SIMILAR T02PW. INNECTION: CONNECT INTEGRAL HOLDOWN5 AT STRONG WALL BOTTOM WDH 1'ALL-THREAD OF SUFFICIENT EXTEND TO FOOTING BOTTOM REBAR. 10, BOTTOM PLATE TO WSW. WILL EMEND THROUGH FLOOR CAVITY AND WALL BELOW. USE EXTRA RIM BLOCK AS SHOWN IN DETAIL. I TUD5, MIN. AT EACH ANCHOR BOLT IN WAIL BELON iE COUPLER NUT(5) AS NEEDED TO CONNECT SEGMENTS OF ALL -THREAD. 2PW W rm 5HEARWALL TOP GONNEGTION5 NOT TO SCALE O5HEARWALL TOP CONNECTION O SHEARWALL TOP CONNECTION D 1 PARALLEL FRAMING D2 PERPENDICULAR FRAMING NO SHEATHING SPLICE TRU55 OR RAFTER NO SHEATHING SPLICE TRU55,RAFTER OR J015T CEI ING SHEATHING SPLICE LTP4 OPTIOI SHEATHING SPLICE TRU55, RAFTER OR JOIST A340P 7 STRONG WALL 5B ON UPPER LEVEL FRAMED FLOOR NOT TO SCALE 1/16 05B SHEATHING SIMP50N 51MP50N 5TRONG-WALL 5B STRONG -WALL 55 PER CALLOUT TYVEK HOUSE WRAP PER CALLOUT > 2 X 6 WALL 1 SIDING MATERIAL I' 1/2" 5HEETROCK II HGA 10 ANCHOR BOLTS HGA10 -Q, PER CALLOUT 3/4" 05B 5UBFLOOR� GOUGE RIM AS NECESSARY I EXTRA 11 la I II II I 11 All FOR ANCHOR BOLT RIM Ia I I BLOCK STUD II STUD II STUD 11 1/8" BGI FLOOR J015T I 11 I1 EXTRA RIM BLOCK I I ll II II II fd II II II II II Ha II ANCHOR BOLTS II I1 I r1 1I PER CALLOUT N L1 II II SIDE VIEW FRONT VIEW TRUSS 0 ROOF NAILING ION ION TRU55 HEEL FULL HT. 142.5 OPTION OR VC15150OPTION TRU55 HEEL NO SHEATHING SPLICE J a N ROOF NAILING b z CONT. BLOCKI G H g n m n o n _o J F z O N C � a� TALL HEEL TRU55 .. H2-5 OPTION IF SHEATHING IF HERE, '5E H2.5 OR OR - 50WC75600 _ 50W0156000PTION J015T W/ SHEATHING OVER RIM J015T NO SHEATHING - SPLICE SHEARWALL 1C4 � FIN - SHEAR WALL TYPE �yq MINIMUM LENGTH OF SHEAR PANEL. IF " W" , CONSTRUCT ENTIRE WALL PER TH15 CALLOUT. IF "N5" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM SMINIMUNb NAILS OR STUD HEIGHT STUDSPACING STUD 512E STUD MATERIAL NAIL EDGE / FIELD TOP PLATE TOP PLATE SILL PLATE 8 BLOCKING AT TOP OF WALL CONNECTION AT TOP OF WALL CONNECTION AT BOTTOM PLATECAPACITY TO FRAMING MAXWIND ANCHOR MTO SILL ANCHOR I $E15HI0 MINIMUM SIDES OF WALL SCREW SIZE MAX. FT. MAXINCHES MINIMUM (SEE STD STRUC. SPECS.) SPACING 0 STUD SPACING IN INCH MINIMUM SPLICE MINIMUM STUDS W/ EDGE UNSUPPORTED PARALLEL PERPENDICULAR SPACING IN CO TO CONCRETE MAX SPACING NAILING EDGES MIN. EMBED PCALLOUT FRAMING FRAMING INCHES 10, 24" 2X4 5AINN 6 6 ®24" "S/B'J-BOLTOR CONT $HEATING CONT. SHEATING1/16 O56 ONE SIDE 12' 16" 2X6 SAWN _ 6/12 ®16 OR A34 OR LTP4" OR SDWC 5/B'TITEN HO 168 / 120 OR l/16" APPLY ETHER 8d (2) 2X 4 48" LAP WI NA AT36"MAX5EEH2.5 DETA L 5600 ®A MAX , 1 bd 6' @ kV 3-M5HER 12" / 4" V 51DE DIRECTLY 16' 12" 2 X 6 5ANN 6/,2 0,2 (8)1 bd NAILS 9 L OR NASA OR PLYWOOD TO STUDS MASAP 22' 12" 115 X 5.5 LVL b/12 0 12- D1 D2 10, 2 X 4 SAWN 411201b OONT. SKATING CONT 5HEATIN6 1/16" OSB ONE SIDE- 12' 1 b" 2 X b SAWN 4/12 ®16' OR A34 OR LTP4 WI BLOCKING OR H2.5 OR 5DW0 5/B' J-BOLT OR 5/8' TITEN HD 2PW 490 / 350 OR 1/16" APPLY EITHER 8d (2) 2X 4 48" LAP W/ 2x 2X AT %' MAX SEE DETAIL 1%W @ 24" MAX 16d @ 4" W/ 3" YNASHER 3b" / 4" V SIDE DIRECTLY 16, 2 X 6 5ANN 4/12016- (8) 1bd NAILS SEE DETAIL OR NASA OR PLYWOOD TO STUDS MA5AP u. 115X5.5 LVL 4/12016- D1 D2 2" OR 5/ 10, 24" 2 X 4 5AWN CONT. SHEATING CONT. SHEATING 5/8" J-BOLT OR BOTH 5d FOR 1 /2' 14' 16" 2 X 4 SAWN 4l4 ®24" (2) 2X 4 OR A34 OR LTP4 � BLOCKING OR H2.S OR 5DW0 16d @ b" 5/b- TITEN HD V 220 / 220 DRYNAL SIDES bd FOR 5/8' 16, 16" 2 X b SAWN TO @ 16- 4b" LAP W/ 2X NA AT 36' MAX 5EE DETAIL 560 10 ® 24-MAX W/ 3" WASHER 12" / 4" (5) 16d NAILS D 1 SEE DETAI D2 OR NASA OR MA5AP DE IGNED 5Y 1 5YKORA, GPBD DRAFTED BY GALE 1/4" = 1' U.N.O. D-•TC 5-14-16 0 U 1` 0 r U) V 7Q, �. rs z �w m � X� r � w (3O cooz m Q m 3J w v } O z Z ' ^ CA 1— Q < W J �. —1 W v A w W O w v v o u_ < tL L m < � m L, oz z� V zW O 0 Lu Lu IL zz w� I OWNER APPROVAL I IINITL4L: All WIA DESIGNED BY J. SYKORA, CPBD DRAFTED BY. m N SCALE f 1/4" = 1' U.N.O. 0 S D4TE O 5-14-18 d (� �W 8 "s 5 o s ui O v c O v N m u� o v O a' • - N _ m � w X� r m w 00 n d m �d m" w v } O z Z w Y N H Q W V • W J w Cl w W v O �= z m cn ,n m V �> g FU ooU� ioa< V lzyyyy ¢n0 <nU gwo�a ;k .0X Owo m� 0 ww � ogxzn ;w�w'm bF�1U 'W '�•1 0 .n 3z v V �i zga°o - ¢ZWFO W=wo y F o Hao \1 V8=� w ¢¢U QU00 K�UU 020 FO0 E¢O R wF LLIp� 2111111173 < O OWNER APPROVAL INITIAL: PAGE: A18 OF: PREFAB Y�IOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL YVOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES PREFABRICATED TRUSSES. WHERE SHOWN ON THE PLANS, MANUFACTURER; 51MPSON BRAND IS SPECIFIED, HOWEVER GENERAL CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT GEOTEGHNIGAL REPORT: GGI 15 NOT AWARE OF A GEOTEGHNIGAL REPORT FOR THIS PROJECT. GGI STRONGLY BASIS OF DESIGN -APPLIGABLE CODES: ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED ALL WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. WHERE STRUCTURAL PLANS DO RECOMMENDS THAT A GEOTEGHNIGAL REPORT BE PERFORMED BY A QUALIFIED GEOTEGHNIGAL ENGINEER FOR GORE. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO NOT SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM ALL CONSTRUCTION PROJEGT5. 501L5 ANALYSIS AND GEOTEGHNIGAL ENGINEERING ARE NOT A SPECIALTY OF WITH THE 2015 18G. CONSTRUCTION SHALL CONFORM WITH THE ENGINEER. THE PREFABRICATED STRUCTURAL ROOFING CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. BUILDING CODE. GGI. GGI DEPENDS ON OTHERS FOR THE PROVISION OF SOILS DATA, WHIGH INCLUDES BUT IS NOT LIMITED TO: MOST REGENT BUILDING GODS ADOPTED BY THE APPROVING DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL FRAMING MATERIAL. ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS, AND COLUMNS, SHALL ALLOWABLE BEARING CAPACITY, LIQUEFACTION POTENTIAL, SLOPE STABILITY, ACTIVE AND PASSIVE LATERAL JURISDICTION. DESIGN DRAWINGS WITH APPROPRIATE NOTES SHOWING PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE BE SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR - LARCH, NUMBER 2 OR BETTER, UNLESS OTHERWISE PRESSURES, INTERNAL FRICTION ANGLE, AND COHESION. IN THE ABSENCE OF A GEOTEGHNIGAL REPORT GGI CALCULATIONS. THE CALCULATIONS INGLUDED HEREIN ARE ONLY MEMBER SIZES, FORGES, INSTALLATION PROCEDURES, MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. SHOWN. ALL SAWN WOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%. WILL MAKE ASSUMPTIONS REGARDING 501E PARAMETERS, HOWEVER, GGI TAKES NO RESPONSIBILITY OR THOSE REQUIRED TO ENSURE COMPLIANCE WITH CODE. WE DO BLOCKING, BRACING, ETC. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED BEAMS AND POSTS. ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DOUG FIR LARCH NO LIABILITY FOR FUTURE SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE OF ANY NOT INTEND TO COMPUTE EVERY STRUCTURAL ELEMENT NOR 2 OR BETTER, EXCEPT WHERE EXPOSED TO WEATHER AND SPECIFIED AS PT (PRESSURE TREATED) MAY BE KIND. EVERY LOAD COMBINATION. MUCH OF OUR ANALYSIS IS "BI" (BY FN IN R D WOOD - N A .THESE PRODUCTS MUST BE ITEM CANNOT BE GUARANTEED IF THIS PROVISION IS NOT STRUCTURAL FILL: "STRUCTURAL FI 1NIN 0 A5HOUT AREA 0 BMP C235: ATTLE5 0 BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT A BMP T5.13: POST -CONSTRUCTION 501E QUALITY AND �`� �Y BMP C154: CONCRETE J. 5YKORA, OF50 PURPOSE PURP05E PURP05E DEPTH DRAFTED BY: PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO 5TORMWATER FROM CONCRETE WATTE BY GONDUGTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF 5TRAW, COMPOST, OR OTHER STABILIZED CON5TRUGTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PURPOSE AND DEFINITION m 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 PAVED ROADS BY VEHICLES OR EQUIPMENT. THIS 15 DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALL5 AT NATURALLY OCCURRING (UNDISTURBED) 501E AND VEGETATION PROVIDE IMPORTANT 5TORMWATER FUNCTIONS n ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN 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 ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH. WATTLES ARE PLACED IN 5HALLOW GONDITION5 OF USE CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION BIOTILTRATION; WATER INTERFLOW STORAGE AND TRANSMISSION; AND POLLUTANT DECOMPOSITION. THESE FUNCTIONS SCALE f CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES. 5EE FIGURE 11-4.2.14 SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL T WA HOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: WATTLES (P.3T8) FOR TYPICAL CONSTRUCTION DETAILS. WSDOT STANDARD PLAN I-30.30-00 ALSO PROVIDES INFORMATION CONCRETE 5 PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLY AT THE MAIN SUBDIVISION TOP501L AND 500. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES 1 /4" = 1' U. N.O. - CONCRETE 15 USED AS A CONSTRUCTION MATERIAL. ON WATTLES (HTTP:IMIWW.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SEGTIONI) C U 15 USE ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE AGGE55/PARKING, THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, T - IS NOTE TO DISPOSE ALL CONCRETE WASTEWATER AND WASHOUT OFF -SITE (READY MIX PLANT, ETC.). BASED ON LOT SIZE/CONFIGURATION. ON LARGE COMMERCIAL, HIGHWAY, AND ROAD PROJECTS, THE DESIGNER SHOULD AND OTHER LANDSCAPING AND RIAL CHEMICALS, THE CONCENTRATION OF PET J y — W - CONCRETE TRUCKS, PUMPERS, OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON -SITE. NOTE: IF LE55 THAN CONDITIONS OF USE INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN LLUTANTS UTANTS THAT ACCOMPANY ROAD51DE LITTERRS WA5TESFERTILIZEAN PO. ESTABLISHING SOIL QUALITY AND DEPTH REGAINS 5-14-15 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-51TE, THE IMW A5HATER MAY BE 015POSED OF IN A USE WATTLES: IN THE INITIAL CONSTRUCTION 5vdPPP. IT 15 DIFFICULT TO DETERMINE EXACTLY WHERE AGGE55 TO THESE PROJECTS GREATER ST FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT el W FORMED AREA AWAITING CONCRETE OR AN UPLAND 015POSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR - IN DISTURBED AREAS THAT REQUIRE IMMEDIATE ER05ION PROTECTION. WILL TAKE PLACE; ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION, AND MINIMIZES THE NEED FOR SOME AND SE GROUND WATER. THE UPLAND DISPOSAL 51TE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM - ON EXPOSED 501L5 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 WETLAND5. - ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. - THE MATERIAL USED DICTATES THE EFFECTIVENE55 PERIOD OF THE WATTLE. GENERALLY, WATTLES ARE TYPICALLY APPLICATIONS AND LIMITATIONS ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH 15 NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING NOT TO SCALE EFFECTIVE FOR ONE TO TWO SEASONS. SOIL AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON -SITE - PREVENT RILLING BENEATH WATTLE5 BY PROPERLY ENTRENCHING AND ABUTTING WATTLE5 TOGETHER TO PREVENT MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY. 501L ORGANIC MATTER CAN BE ATTAINED THROUGH Z Minimum WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST, COMP05TED WOODY MATERIAL, B105OLID5, AND FOREST PRODUCT Lim 0 l.aM arid RESIDUALS. IT 15 IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE U) OI= (C=D C O an sites DESIGN CRITERIA PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWI5E, IT 15 IMPORTANT THAT IMPORTED TOPSOILS CAN BE CION51DERED LU Sandbag - INSTALL WATTLES IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES. TH15 BMP - NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3- TO 5- INCHES ON CLAY 501LS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. Li0�1 Berm San/bag AND SOILS WITH GRADUAL SLOPES. ON L005E SOILS, STEEP SLOPES, AND AREAS WITH HIGH RAINFALL, THE TRENCHES D I +N CF f I11D l INFS t0 lnl D SHOULD BE DUG TO A DEPTH OF 5- TO T- INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. OF THE SLOPE AND WORK UP. SPREAD RO� TS 501L RETENTION. RETAIN, IN AN UND15TURSED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT - START BUILDING TRENCHES AND IN5TALLING WATTLES FROM THE BASE Varies EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED U51N6 HAND TAMPING OR OTHER METHODS. O PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOP501L ON 517E IN A CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO O A A DESIGNATED, - CONSTRUCT TRENCHES AT INTERVALS OF 10- TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, OTHER PORTIONS OF THE SITE WHERE FEASIBLE. O 1 m AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. W BOOM- INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. - SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS CI SURFACE, INCORPORATED INTO A DRAINAGE FALITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT - INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: - IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE 0 I min. 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5% § 8 O O motion A -A AND INTO THE SOIL.ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL 10 plastic fimg - WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN. WILLOW CUTTINGS OR 3/8-INCH REBAR GAN Plan N1- THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF 3 Accra WPXA AL50 BE USED FOR STAKES. INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUB50ILS BELOW THE TOP501L LAYER SHOULD BE c d1dS0 1htetl in the letl. - STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE Insist dmiewa SCARIFIED AT LEAST 4 INCHES WITH 50ME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, LIM g Type"Below Grade" 2- Aoarrntewashout PROTRUDING ABOVE THE WATTLE. c~ if there isa WHERE FEASIBLE. sign shal be Instilled vAiin 10 m of to4-- roadside ditch present quarry. 2fr MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. MAINTENANCE STANDARDS fe 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS v e AArlirliln wasul Ycily. - WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, M A. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. THE COMPOST SPECIFICATION FOR BMP T7.30: BIORETENTION CELLS, SWALE5, AND PLANTER BOXES (P.95q), WITH THE Wood frame EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% 8105OL105 OR MANURE. THE COMPOST MUST ALSO HAVE AN B B seGnely fastened ORGANIC MATTER CONTENT OF 40% TO 6596, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN around entire perimeter with two 3' - 4 RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. w stakes(12m) i5� Varies 10 mil \ B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A.) ABOVE; OR PlasLc ining - As '.h` OTHER ORGANIC, MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAG 113-350-220, E O V _ = } EXCEEDING THE RESULTING 501E SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. Slake (typ-) Straw raft nmd he \ /// 1' � ��� tof f it tmimm tlwimese J L IMPLEMENTATION OPTIONS: THE SOIL QUALITY DE516N GUIDELINES L15TED ABOVE CAN BE MET BY USING ONE OF THE Section B$ did along Slope w Aomd mac PWUWing agency. METHODS LISTED BELOW: N cordons S1ha11 tightly soul 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. W 10 ml Plastic inng TFEU adkedrough �/ 2 C is recommended that Provide fill wkm of 2. AMEND EXISTING 51TE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM O 2K12 zxtzrougM Plan Cis entrance be h7aMhedsothat rurof area CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. wood Warne drains offthe pad- 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST Q 4) Tyoa "Above Grade" with Wood Planks \\� ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT'PRE- Z W m NOT TO SCALE 'Vl APPROVED' RATE OR AT A CUSTOM CALCULATED RATE. 1'' X . 26 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. 501L THAT ALREADY MEETS THE Q Qr N 19 - (3111m) > may' Figure II-4.1.7a ;.\ Figure 11-4.1.1 DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND 15 NOT COMPACTED, DOES NOT NEED TO BE AMENDED. J � Q 4 o z Concrete Washout Area %` Stabilized Construction Entrance MAINTENANCE m g_ Q lTl Revised June 2815�dal DEPARTMENT OF Revised June 2015 - ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT DEPARTMENT OF an Sol type arch do" ECOLOGY FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. $ M Nw" Sadeveot. orgarse ECOLOGY Please see hCplA°ww-acy.wago'kapydphLMreli er mPYrigK rholoe ihr�g pSrrrSSYone. Please see h1lWAvww.ery.wa.gastrop~t.h mffor copyright notice including permissions, - PLANT VEGETATION AND MULCH THE AMENDED 501L AREA AFTER INSTALLATION. LU and native Seeds are State of Washington limitation of NabiGty, and disclaimer. capWW behihd the MIS. State of Washington irNetion oflabiity. and discaimer. - LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE 501L SURFACE TO REPLENISH ORGANIC MATTER. - REDUCE AND ADJUST, WHERE POSSIBLE, THE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLI5HED PRACTICES. p V /— STORM DRAIN INLET PROTECTION 1-40.20-00 O BMP G1230: SURFACE ROUGHENING Z 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 BMP C233: SILT FENCE � ry Purpose: Z Y 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 3- - 5' (75-125mn) 2. THE BIGD SHALL HAVE A BUILT IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). PURPOSE USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION 517E BY PROVIDING A F— the by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such \ on contour or as seeding,mulching, or sodding. \�/\ 9 9 10- De. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW. SEE FIGURE Z e - II-4.2.12 SILT FENCE (P369) FOR DETAILS ON SILT FENCE GONSTRUGTION. W CONDITIONS OF USE: . �,., \ (2110.25Mhm) -AII slopes steeper than 3HA V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding. `��\ '�z j- " \ 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). CONDITIONS OF USE J LU W -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. Less Stars SILT FENCE MAY BE USED DOWN5LOPE OF ALL DISTURBED AREAS. v (1/ 0 W - Slopes with a stable rock face do not require roughening. - Slopes where mowing is planned should not be excessively roughened. // a W SILT FENCE SHALL PREVENT 501L CARRIED BY RUNOFF ATER FROM GOING BENEATH, THROUGH, OR OVER THE TOP OF // 1-x 1-Stake \/ �{I THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PA55 THROUGH THE FENCE. s� A� (25 Y 25r=) °A"r °Mhs I mr SILT FENCE 15 NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS v Y C� hvhsw rnrvc OF OVERLAND FLOW. CONVEY ANY GONGENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. W V i \ NOTE: DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES. SILT FENCES DO NOT PROVIDE AN 1. Straw fall S15falaGon requires Cn plomrnen see Secure Stalung fro n YndS5- (75-125mm) dea) dug • v • ° ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. of rol a - on coreaha. NOT TO SCALE said. = Runoff must not he slowed to inn uidkof enter" rM. 6 e.n ronhw ahwwarhmwr LL zte. �' ola 0 aea r—. Q as �� �. 6s2- R a aa� a�� ��a. Figure I I-4.2.14 im - • ° ':jS�� n rawraravas onv Joints in fifer fabric sisal be aPticed at p�Is Use stapes, wire rings a —(h m =r,3� ��� IM6 sot. Wattles Rho w� lent IO attach fabric to posts equivaby ht� aaasaaa.�i Restated November 2015 e as aria sea a DEPARTMENT OF rL or equivalent 2x rf standard strength fabric by 14 Ga- wire or used wy �a Pam �` ECOLOGY h�26 406 a aaaai Please See N1PlAvww-sc .wa. hf�y�hbrolor nofoe Y IA ocprrflfl hrhrar6ttg phlhrrltlfaiar. e e z�dfh�� 04a Stale of Washington irrhlfatiiDn Of iabily. and hiatlaklier. I �> s <.< esa. was a O � Cosa. _V o2VU oar a � �� Trad*VYAM machinery Uparid deseh aa` ��aa�` O BMP C123: PLASTIC COVERING e ' ^. o =p "BULL µ/y�� ���y � �. � � rsaa a the dope -- 5----- Y7� w1 \ a Q a Go \\\ as m � n �w tlVlh bead. raWall, and redilbe nrhof. dj ah a ��� PURPOSE: sftllsNrs g g S r oar PLASTIC COVERING PROVIDES IMMEDIATE, SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. rereeave I M 3 z W x Treckin CANDITION50F USE: _ -- rr----------------rf I I 1 I =g<W Z0 w s p' o a PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, MSYrtrm I B hrrex I I i i a zw�oo 'A EXCEPT AS STATED BELOW. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING GUT AND FILL SLOPES AND STOCKPILES. NOTE: THE RELATIVELY 4Y4-trarhdh 1 �/ u J// Post spahxg may be Increased 111 I'-. � I w RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM (GREATER THAN SIX 2-xZ- wood pow is i N a a MONTHS) APPLICATIONS. l0 8' if wire backing used ence P� or equrvalerd Floo z c - DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE -re¢wisuallrtar�Mla � ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES., <Oz� - PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON -SITE z3ma =oo<� MEASURES TO COUNTERACT THE INCREASES. CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY 2"xr by 14 Ga-wireor e**dalmd. d Surldard strength fabric reed <� GLEAN WATER AWAY FROM THESE AREAS. w�za - TO PREVENT UNDERCUTTING, TRENCH AND BACKFILL ROLLED PLASTIC, COVERING PRODUCTS.00 �►f// 50 min - WHILE PLASTIC 15 INEXPENSIVE TO PURCHASE, THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL, AND Q N oo000 U (150rm1) VISP05AL MAKE THIS AN EXPENSIVE MATERIAL, UP TO $1.50-2.00 PER SQUARE YARD. Filer fabrice� F 4 U - WHENEVER PLASTIC 15 USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE 2' rren SLOPE, THESE MEASURES INCLUDE PLASTIGGOVERED BERMS, CHANNELS, AND PIPES USED TO COVEY GLEAN 2 3 3 RAINWATER AWAY FROM BARE SOIL AND DISTURBED AREAS. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC COVERED (� 1 Contour Furrows SLOPE WITH DIRTY RUNOFF FROM A PROJECT. leerWar.w essob amnower"Saaw Be" bench with axrrum naWesot �-- OWNER APPROVAL _ 1.5• washd gravel g tr min . G400M will seed. fartiaer, hahesehreesefhs* Mmwmlfn 4W bench INITIAL: PAGE: much, rainfall. and decrease runoll. IAARK a.MAURER NOT TO SCALE r0l11f6ffM eerrnule In MIN* .. ^ rx2-wood posts. steel lance posts, or equ traeM NOT TO SCALE A I� Figure 114.1.5 Figure II-4.2.12 °F Surface Roughening by Tracking �� Silt Fence and Contour Furrows APPROMFORPUILICT DEPARTMENT OF ReveadOctober2014 DEPARTMENT OF Revised Jtme 2015 llkasaaMotleh/ fFI6f7 ECOLOGY ECOLOGY Please sea WWAvww-acy.wago%*Wyngflt.1*N for copyright notice itdudkV parmYsdMrS. • `eY^ v'---•'�`� Slate of Washington l area ll lMww. war hWref for t notice including rssiana. �Y g Parrrr limitation of liability. and disclaimer. State of Washington imilabon of liability. and diseainer.