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HomeMy WebLinkAboutPermit File BLD-2018-0159 3927 Rock Ridge Parkway------------- PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE ZONING TYPE: R-2 CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLONING: - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 WA5HINGTON STATE ENERGY CODE - 2015 UNIFORM PLUMBING CODE DEFERRED SUBMITTALS 1. MECHANICAL HVAC SYSTEM DRANING5 2. ELECTRICAL POKER DISTRIBUTION DRANING5 3. NATURAL 6A5 DISTRIBUTION DRAWINGS 4. PLUMBING DRAWINGS 5. ROOF TRU55 DRAWINGS / CALCULATIONS 6. FLOOR J0I5T DRANIN65 / CALCULATIONS 7. LANDSCAPE PLANS 8. LIGHTING PLANS 9. CABINET SHOP DRANINGS 10. CUSTOM HARDYVARE / BRACKET SHOP DRANING5 11. FIRE SPRINKLER (IF APPLICABLE) 12. SOLAR PANELS (IF APPLICABLE) 13. ELEVATOR PERMIT (IF APPLICABLE) 14. FIRE SUPRRESSION SYSTEM DESIGN (IF APPLICABLE) DESIGN INFORMATION BUILDER: STRANDBERG CONSTRUCTION, INC. P.O. BOX 319 ANAGORTES NA gg221 360-293-7431 DESIGNER: JIM SYKORA GPBD - STRANDBERG CONSTRUCTION ING. JIM@STRANDBERGGONSTRUCTION.COM PG# I TITLE LAYOUT PAGE TABLE COVER SHEET SITE & LAN05CAPE PLAN FOUNDATION PLAN FOUNDATION DETAILS BASEMENT FLOOR PLAN FLOOR FRAMING PLAN FLOOR FRAMING DETAILS MAIN FLOOR PLAN NINDON SCHEDULE ROOF FRAMING PLAN ROOF FRAMING DETAILS ROOF OVERVIEkN BUILDING SECTIONS BUILDING SECTIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ENGINEERING INFO BASEMENT PLAN ENGINEERING INFO MAIN PLAN STRUCTURAL NOTES 5TORMkNATER BMP'5 FIHHE SM[]['lC'1H[ ]KIES111D]EINCIE 3921 ROCK RIDGE PARKWAY, ANAGORTES, WA g8221 COMMENTS CONT. DATE PROJECT INFORMATION J.SYEKORA,GPBD PROJECT ADDRE55: DRAFTED 8Y: 3921 ROCK RIDGE PARKYiAY - 4 SCALE _ 1/4" = 1' U.N.O. ANACORTE5, NA 98221 DATE 3-27-18 PARCEL # 133958 PLAN AREAS --—— MAIN FLOOR BASEMENT FLOOR 11650 5O. FT. 951 50. FT. TOTAL LIVING AREA: 2,801 50.FT. GARAGE COVERED ENTRY DECK -COVERED/UNCOVERED 955 5Q.FT. 53 SO. FT. 150 /136 SQ.FT. FIRE AREA: 43to Lp GPM REQUIRED: HYDRANTS #920 AND #921 TO BE TESTED PRIOR TO START OF FRAMING. REVISION TABLE PG# DATE FDESCRIPTION APPROVED PLANS 0) 0 co W 0 i o J o 3JJ � N v O a' LL Z mL w XR IL m Ll � mcn 0 ry N �o r 1.0 }- o v d z Z v- C C4 ,7- w < KT z w Q — a.-Q W w Q W w v O ~ z ry < to m as D00 w Do o� U=V Y OWNER APPROVAL DEFT. ADDRESS: SUB!ECT TO INSPECXIUN. APPROVED PLANS OF: ITHOUT AUTHORIZATIO Al SMALL PARCEL STORM YVATER PLAN LAN05CAPE LEGEND r- - r I- r r•- r ' Q , .I�Ir•�•� . O s=1\_ I•••9•••••�I•r •••••• al I•••Ii•••••C` �•U``••••••••�,,0y. �••�•�••••,•,•w�i��,•••,•••• Q. ••••' •• `•••••••V••••••••• /■••` `••••••••••••••• ` ■•■•■�•�+��■••t••■•••••••a •••••U••••••••�••••••••••• �� ••••A••••••••••••■lW1�-••• a �• JP•�r �!•a• N ` i•���0 i ),a a ` rW • . WE : a OWN / ■ • ■ ::: ::■1 ��Mwnw OWN �— �5 a ;�f0�����a �••d ••••w•••••■• LU I I I ' z l W I I W J I l Ul ❑ Q m m � I I l I I I I m I s I v<0511 0 O5P5P # 1 CONSTRUCTION ACCESS ROUTE A) A STABILIZED CONSTRUCTION ACCESS TO CONTROL THE TRACKING OF DIRT AND MUD ONTO THE GITY STREETS SHALL BE INSTALLED. ACCE55 TO BE CONSTRUCTED OF 4" - 5" QUARRY SPALL5 AND BE OF SUFFICIENT LENGTH TO CAPTURE DIRT AND MUD PRIOR TO CONSTRUCTION VEHICLES ENTERING THE PUBLIC ROADWAY. O5P5P # 2 STABILIZATION OF DENUDED AREAS 2 A) EXP05ED 501L SHALL BE STABILIZED U51NG MULCH, PLASTIC COVERING, 50D, 501L BINDERS, OR HYDROSEEDING IN ORDER TO ELIMINATE OR REDUCE 501L ER05ION DURING THE PROCESS OF CONSTRUCTION AND REDUCE THE TRANSPORT OF SEDIMENT AND POLLUTANTS BY STORM WATER. OSPSP # 3 PROTECTION OF ADJACENT PROPERTIES A) ANY ADJACENT PROPERTIES TO THE CONSTRUCTION 51TE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS THROUGH THE USE OF SILT FENCING, DRAINAGE BUFFERS, STRAW BALE5, STAKED FIBER ROLLS, OR ANY OTHER APPROPRIATE BMP. DEPLOYED BMP'5 SHALL BE MAINTAINED, REPLACED, OR REPAIRED AS NECESSARY DURING THE COURSE OF THE CONSTRUCTION PROJECT. ®SPSP # 4 MAINTENANCE A) MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMP'5 SHALL BE PERFORMED BY STRANDBERG CONSTRUCTION AS NEEDED TO ENSURE THEY PERFORM OVER THE COURSE OF THE CONSTRUCTION PROJECT. �j 5P5P # 5 OTHER BMP15 A) IF DURING REGULAR MAINTENANCE AND REPAIR OF ER05ION AND SEDIMENT CONTROL BMP'S IT 15 DEEMED NECESSARY TO MODIFY OR IMPLEMENT NEW BMP'5, THEN A NEW STRATEGY SHALL BE LAY4N AREA CONCRETE DRIVE MULCH - PLANTING BED LANDSCAPED ROCK 5LOPE DECIDUOUS TREE L 1 —' CONIFER TREE DESIGNED BY: J. SYKORA, CPBD DRAFTED EY 50ALE U.N.O. 3-27-1 S ` DETERMINED AND DEPLOYED A5 REQUIRED. PERIODS OF HEAVY RAIN, / z 1/ / CHANGES TO 501L STOCKPILES, INSTALLATION OF LANDSCAPING MATERIALS, INSTALLATION OF IMPERVIOUS MATERIALS, OR 51MILAR d SHRUBS B5 / PLANTI NG5 ry SITUATIONS SHALL BE MONITORED. d � a DRIVEWAY I 1,238 Z ,� MINIMUM TREE DENSITY _ C11 ANAGORTE5 MUNICODE - 16.50.070 W x W 1 Op Calculation of the Total Tree Units Required. The total number of tree units required Q Co v c6v ° to be provided by a regulated project or tree conservation permit approval listed in O Z Section 16.50.100 shall be calculated dividing gross site area, minus a Q m 37 �J 9 9 any public or CQ private street rights -of -way, by one thousand Table 16.50.120(D). The result of the (P/ calculation will be the total number of tree units required for the project approval 0 within the building site. LOT 51ZE :9,390 50.FT. TREES REQUIRED: 10 O w / V LOT INFORMATION ? Z V CR / <� LOT 51ZE : 9,390 5Q.FT. 2 Q IL Q w t CLEARING LIMIT AREA: 9,390 SQ.FT. LU MAX BUILDING COVERAGE (35%) = 3,287 5Q.FT. Q lLl ACTUAL BUILDING COVERAGE = 3,281 5G.FT. W v O � O v IMPERVIOUS ROOF AREA kV/ OVERHANC75 : 3,690 SQ.FT.WE z p� IMPERVIOUS DRIVElNAY & 51DEWALK AREAS: 2,229 SQ.FT. lti m TOTAL IMPERVIOUS AREA: 6,119 5Q.FT. PARCEL # 133958 ADDRESS: 3927 ROCK RIDGE PARKY4AYLUo= o=� � omw OYVNER: ALAN AND 5USAN SMITH °2 N g:g§a v go m V I €ry•ryWan umO m Q zS�R$ Wg'€a R'. pg .0 �wog OL ogi`uo �,�(( O ` 6 �o�� aooww 1 U 1F-�F:i 0 20gg"o `2uC gaga i us OWNER APPROVAL INITIAL: PAGE: ICI 4 0 n 1s . 25-b" — n•f olY-v I I } ,• •p I • I I ,a 9 I 1 TOP OF WALL RAISED TO 6 MIL V15QUEEN I A4 ALLOW TOP HUNG J015T5 1 , 1 .. "• • ::' RIGID FOAM AT i PERIMETER 1 1 1 1 ••'1 I A4 I 1 A4 o I I m I I I I I I CRAWL5PACE AREA 5615Q.FT. � I In 4 I 14 I 2 b MIL V15GUEEN A4 i i A4 L — y --------------� — — — — — — — — — — — — — — — — — I 2 I I A4 0 2 1 2—------� I A4 I I A4 r--- -------- 1 - L ------ J �------ 2 �{--2--------1-' A4 10'-6 " I 14'-6 " 42'-0" FOUNDATION NOTE5 1. ALL FOUNDATION FOOTING5 TO BE 18" BELOW GRADE @ FR05T DEPTH. 2. J015T5 MAY RUN PERPENDICULAR TO DIRECTION 5HOWN. 3. FOUNDATION WALL HEIGHT5 MAY VARY DEPENDING ON FINAL GRADE. 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. b. VERTICAL HOOK -BAR STEEL TO BE TIED IN PLACE AT TIME OF FOOTING IN5PECTION. 3w3f, g DESIGNED BY. J. BYKORA, GPBD GRA=T-D EY: 1/4" = 1' U.N.O. DATE 3-23-18 E 0 v s` 0 v n Y o 0 � LL Z ul m N a XWLu r Q m N N 1 m �Q m9 Lu V LL Z zY N H d Z Q tL d LU L v w QW W O ~ Z N if i m z J z O OWNER APPROVAL INITIAL: A3 1� WW1,5 1 G4 w ssws 5EAL. IS F61L �TttsCs'c- ZTEAtis SIDING MATERIAL SIDING MATERIAL WW BRACED RETAINING ALL - TOP OF ALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION '� BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION '1/16 05B ?/16 055 1/2" SHEETROGK 1/2" SHEETROCK NAILS OR SCREWS 3/4" SUB2" OC. 5TGGDFLOOR 3/4" SUBFLOOR OPTIONAL 4"SLAB A B G D E F G V W X Y Z A B G D E F G V W X Y Z (GARAGE, PATIO) NAILS IN LENGTH FLOOR 015T5 ' BLOCKING ! - - LENGTH RETAINED WALL FOOTING FOOTING ® iA35R TQYPFONL / / (JOISTS PARRALLEL ONLY) RETAINED WALL FLOOR JOISTS WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING G FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING ° HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR REBAR REBAR TRANSV. GONT. Y HEIGHT POSITION HEIGHT F ° 4' i OPTIONAL 4" SLAB WIDTH THICKNESS SPACING 5PAGING REBAR @ REBAR REBAR TRANSV. CONT. J - ------ - - BOT. L BEND (GARAGE, PATIO) BOT. L BEND 0' - 4' CENTERED 16" 6" 6" 72" NOT 6" ##4 @ 24" #4 @ 24„ N/A (2) # 4 F � 0' 4' CENTEREDNOT 51MPSON HANGER � REQUIRED f'l IF IOIST_ s P RALLFl o 1 $" bn bu �2„ REQUIRED bu @Zan #4 @ 24" N/A (2) # 4 - IN5TALL "G" BLOCKING W ° 5" „ „ „ IF JOISTS PARALLEL E < 24 $ 6 56 4$ 6 #4 @ 24 #4 24 #4 @ 24 u „ „ INSTALL "G" BLOCKING 4" TIGHTLINE 2 @ (2) # 4 IN (2) BAYS E z 4 1 - 6 5 24 $ b 56 4$ b #4 @ 24 #4 @ 24 #4 @ 24 (2) # 4 IN (2) BAYS. W p O z - SCREWS OR NAILS A EXT. WALLS ONLY z - SCREWS OR NAILS Lu 0 $' " " " " " " 3" O.G. THRU 5UBFLOOR 18" MIN. F- g „ < 6 32 10 6 2$ 2$ $ #4 @ 16 #4 @ 24 #4 @ 16 (3) # 4 X BELOW GRADE T Z 6 1 - $ b" 32u 10" 6n 2$n 2$n $" #4 @ 16" #4 @ 24" #4 @ 16" (5) # 4 3" O.G. THRU SUBFLOOR A Z „ , „ „ „ �i „ �i „ 4"TIGHTLINE I1.1 X j 18"MIN. d $ 1 - 10 $ 42 10 $ 1$ 1$ $ #5 @ 14" #4 @ 24" #5 @ 14" (4) # 4 O EXT. WALLS ONLY = Q $' 1 " - 10' $" 42" 10" $" 1$" 1$" $" #5 @ 14" #4 @ 24" #5 @ 14" W # 4 BELOW GRADE GRAWL5PA6E D GRAWLSPAGE MIN LAP SPLICE = 24" 1 O MIN LAP SPLICE = 24" uj Z Y v Z Y GENERAL NOTES: NOTE #1 B * GENERAL NOTES: NOTE #1 - ° B - SLAB OR FILL -SEE NOTE # 1 SLAB OR FILL -SEE NOTE # 1 ' COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE * COLUMNS G D E W X Y Z ARE MINIMUMS MAY USE GREATER • COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. D • A55UMED SOIL BEARING PRE55URE: 2 000 P5F R T 6 MILL YB FILL OVER FOOTING IN CRAWL5PAGE ° DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. ►^THEN NO SLAB 15 NEEDED. D • DRAIN ROCK on 4" PERF. • A55UMED SOIL BEARING PRE55URE 2 000 P5 4" PERF 1 E AINED HT. (A) - -_ FILL REQUIRED IF NO SLAB --� (EX WALL5 ONLY) F RETAINED HT. (A) FILL REQUIRED 6 MILL VB ._._ (EXT. w�LL501101 * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. o' - 4' NONE ( ` MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. o' - 4' NONE IF NO SLAB v G 5' - 6' • REBAR MINIMUM GRADE 60. 12" TOHEEL ` REBAR MINIMUM GRADE 60. 5' - 6' 12" • CONCRETE MINIMUM fc 2500 psi p 18" * ASSUMED 501E BEARING PRE55URE: 2,000 P5F ` CONCRETE MINIMUM fc 2500 psi W. TOE HEEL *A55UMED 7' - e' "ANCHOR 9' - 10' 24" _ 501E BEARING PRESSURE: 2,000 PSF BOLT 5PAGING -USE LESSER OF THIS OR SHEAR WALL GALLOUT. "ANCHOR BOLT SPACING - USE LE55ER OF THI5 OR SHEAR ALL CALLOUT. W 9' - 10, 24" - - NOT TO SCALE - - - - NOT TO SCALE 4 \; RETAINING WALL - WALL HAS FILL ON IN51DE SIDING MATERIAL `, CANT. RETAINING WALL - TOP OF WALL 15 NOT CONNECTED TO FLOOR DIAPHRAGM SIDING MATERIAL A B G D E F G V W X Y Z LENGTH UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING HEIGHT P051TION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR@ REBAR REBAR TRANSV. CANT. DOT. L BEND 0' - 4' CENTERED 1 boo " 6 " b SEE NOT " 6 „ #4 @ 24 #4 @ 24„ N/A (2) # 4 SHEARWALL REQUIRED 4' 1 @1_ 6' 3„ „ 24 u $ so 6 SEE NOT (.," `� @ 18 " „ #4 @ 24 #4 @ 1PJ' (3) # 4 5HEARWALL REQUIRED 6' 1 " - be b" 3661 10" 6" SEE NOT $„ #5 @ 11" #4 @ 24" #5 @ 11" (4) # 4 5HEARWALL REQUIRED 6 Q�� 48„ 10 of $11 SEE NOT #5 @ 9„ * @ 24„ #5 @ q- (a) # 5 5HEARWALL REQUIRED GENERAL NOTES: • COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. • COLUMNS F, G, ARE MAXIMUMS. MAY LESS. • A55UMED 501L BEARING PRE55URE: 2,000 P5F • MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX 5NOW. • REBAR MINIMUM GRADE 60. • CONCRETE MINIMUM fc 2500 psi *' ANCHOR BOLT SPACING - USE LE55ER OF THI5 OR SHEAR WALL GALLOUT. 1 1/2" GYPGRETE FOR RADIANT FLOOR HEATING 3/4" 055 12° 50N0-TUBE 11 1/$" BGI J015T5 111 R-3$ INSULATION C, CONTINUOUS BLOCKING 2 X 6 5TUD5 16" O.G. WITH DOUBLE TOP PLATE. W 1/2" X 6" A.B. 4$" O.G. W/ 3" X 3" BEARING PLATE z TREATED 50LE PLATE 1 - d3 6"X 16" GONG. FOOTING W/(2) _ � - 1 GRADE 40 # 4 HORZ. REBAR 6 MILL VAPOR BARRIOR UNDI5TURBE0 501L STRIP FOOTING & PONY WALL 5GALE: 1" = 1' NO FLOOR if IV 056 12" MIN. 7/16 05B WITHIN 12" PONY WALL 2 X 6 WALL 2X6 WALL A B G D E F G V W X Y Z 4" SLAB F - - - - RETAINED WALL LENGTH F - 6" MIN. " , , — o FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF PERT. VERTICAL HORIZ. FOOTING FOOTING - HEIGHT P051TION WIDTH HEIGHT THICKNESS SPACING- SPACING REBAR @ REBAR REBAR TRAN5V. CONT. R-10 FOAM 8OT. L BEND -- BASEMENT PERIMETER (@ ABOVE GRADE AREAS) - E 0' - 4' CENTERED W D A < 1 $" b" 6" SHEAERWALL REQUIRED bii @ 24„ @ 24„ N/A (2) # 4 W p E 24" MIN. • z 4' 1 "_ 6' 5 24u pu bu SEE NOT bu #4 @ 18" #4 @ 24" #4 @ 15" O 4" TIGHTLINE = d .J CJ < Il.l O SHEARWALL REQUIRED (3) # 4 z = o -} J O b' 1 " _ $' 1 36" 1 0" b" SHEARWALL -1 Q Z v SEE REQUIRED $NOT'� #5 @ 11" #4 @ 24" #5 @ 11" (4) # 4 A X 2' GLR. - m $' 1 " - 10' $" 4$" 10" $" SEE NOT $" #5 9" #4 24" #5 �{" X v BELOW GRADE w SCREENED 2" PVC, MIN LAP SPLICE = 24" 5HEARWALL REQUIRED @ @ @ (4) # 5 2' GLR. `✓ WEEP HOLES 6' O.G. �BAW L5 PAG E v MIN LAP SPLICE = 24" Y �4" TIGHTLINE 18" MIN. Z- Y Bev D - Z B 24"MIN. FOR GENERAL NOTES: NOTE#1 - \ 4 B �r 10' WALL SLAB OR FILL -SEE NOTE # 1 p _ 'COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWL5PACE p DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. D DRAIN ROCK 4" PERF. ° ' 3 O 4" PERF. RETAINED HT. (A) FILL REQUIRED IF NO SLAB * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. 0' - 4' NONE L _ G — TOE HEEL * REBAR MINIMUM GRADE 60. 5'-6' 12' TOE E HEEL * A55UMED SOIL BEARING PRE55URE: 2,000 P5F * CONCRETE MINIMUM fc 2500 psi T-61 1a ' A55UMED 501L BEARING PRE55URE: 2,000 P5F *' ANCHOR BOLT SPACING - USE LE55ER OF THI5 OR SHEAR WALL CALLOUT. 24" NOT TO SCALE - - - -- NOT TO SCALE --MAY VARY - PER PLAN - POST FOOTING i 5GALE: 1" = 1' < 6 P.T. POST 3Ubb P05T BASE (4) GRADE 40 #4 REBAR VERT. HOOKS (4) GRADE 40 #4 REBAR EACH WAY 1/2" X 10" A.B. 45" O.G. W/ 3" X 3" BEARING PLATE 2 X TREATED PLATE 0 • 6 THICKENED FOOTING / 5GALE: 1" = 1' 2 X WALL R-21 INSULATION (WHERE NEEDED) 1/2" 5HEETROGK WGRADE40 #4 REBAR GARAGE DOOR BUCK OUT FOR GARAGE DOOR 4" GONG. SLAB OVER 6 MIL VAPOR BARRIER ON GRANULAR FILL �1 - V ois (2) GRADE 40 #4 REBAR won &W 61LkA+1416ER's ►S Faft rrcuer L :,TEAk'S esN L.1 . O TYPICAL FOUNDATION WALL @ GARAGE DOOR j' 56ALE: 1" = 1' J. 5YKORA, GPBO - m _o N U 1/4" = 1' U.N.O. �T` o 3-23-1$ a 0) cn w 9 < F 's J LL c 0 (V ` U) LL z W cn -0 Q' X v m Il.l CNI u- u�. N w �Q in3J Lu ° v Z Z (V 17 tu z Q r1_ W — Lu LU Q W � IIY H W v ° ~ p� z (L N � m V ! < °0, OU U �2z, <a g=g0zw 0zTw 0.g�m ma =awww cl I ox i F =€=wo O °awai sa<2o VW.w .o=wo F ot�0� s =off= W==aa ZP.o00 z g W�(°JV �° m =O=a O2UFZ M�Eoz O MM=a waz •_ OWNER APPROVAL INITIAL: ° •GARAGE ° • . 958 5p FT 24'-0" O N O I cn e— (2)2Xb P05T TO FOOTING 21'-3 25-b" UNFINISHED BASEMENT 266 50 FT CONCRETE FLOOR NO DRYWALL CEILING (2)2Xb T- o- POST TO FOOTING iV 16'-0" O iv I-14'-b" - 4'-b 1 /2" 18'-5 1 /211 —FURR OUT WALL TOO - °• r v EILIN6 •° ° •° ° v ° O4Yb° T- Co 2 o 0D w 46E&1N6 CLOSET ° I 34 50 FT a GUEST BEDROOM n ® 0 q 164 50 FT !FURNACE � d c v �• I VINYL FLOORING I I ❑ ❑ O� A � ver. I T-10" v°, ° ` = CONCRETE FLOOR 4'-0°\ T-0° > UTILTY/STORAGE 4X6 000ORw •v. v° 74 5q FT - ---- -' - ! :2 8 4X6 v 'n ° o ry DRYWALL CEILING ry 6X6 POST ENTERTAINMENT 4 11 i• u•• ®DooR R FURNRURE BYOWNE. -I _s— 2X8WALLv- ° 3068 06 0. w 0 ._ 13'-2 1l2" I I GELLING BEAM (GYVB WRAPPED) - , bXb POST ) n FLOOR 5AFE 14 I 6'-10" mLOCATION T ®DOOR w l l ( m �_❑ VINYL FLOORING P MIC�� I 40EILING Q 4 CEILING WINE STORAGE N 335C iT � CONC. FLOOR a SHELVES BY OWNER -- 51-04, _ KITCHENETTE t- CEILING BEAM (GYVE WRAPPED) 8 10 Ic 0 � O v, y/ I nLE �- 4 I C I BATH 1 82 50 FT T'A' N REG ROOM 409 SG FT CEILING BEAM (GWB WRAPPED) �- HVAC CEILING SOFFIT -- (3)2X4PO5T fV v ,0 4X6 ry 4X6 mO <'! ry ®DooRw i ry ®DooR w � / 4 CEILING W2X6POST O � I I m o 4X70 m � I � I ®� I I -lo iv I o I I I j 4X70 .Op O I I i I .`3 -I ryL_ 'I 4X10 O I I I ®Bo• � 4 � O i- I m sNosEO L5 I _ 9 I GUEST BEDROOM _' 15150 FT I I _(2)2X6 CONCRETE FLOOR POST TO FOOTING I I UNFINISHED BASEMENT 561 50 FT NO DRYWALL CEILING POST TO POOINb-- _(2)2X6_ — > --POSTTOFOOTING - — — — — — — — I L------ --- — --------- 6A&4U4S&WS 5E%Iti IS 6WL '. it aer l- 1'P-7 11-2,3/4p 14'-b" FLOOR PLAN NOTES J. SYKORA, OPBO 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 `1 <.1 GIVING AGCE55 TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, ry REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE m BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE r DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. V _-'��'-= m I SHELF AND HANGING ROD. 1 /4" 1' U. N.O.ILI a O BUILT IN SHELVES. z 3-23-18 a CABINET -OWNER/ CONTRACTOR TO VERIFY. EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.1 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20' WIDE AND 24' Z HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. (D WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, U) SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. 0 F.A.U. ON 16" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/6" T & G PLYWOOD. EXP05ED FACE AND SIDES TO HAVE 1 LAYER 518" TYPE'X" 6YP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A _ BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE x INSTALLED, SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES s ❑RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, E 8 END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/5AND LOWER 113 TO PREVENT OVERTURNING IN AN 9 EARTHQUAKE. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE REGE55ED HOT & COLDSHUTOFF H CONTROL VALVES & WATTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF r THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR a EACH 90- DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 E G.F.M. AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM DUCT 51ZE 15 4INCHES. DRYER, KITCHEN, _8 10 AND BATH FANS TO BE 5EPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE W J CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX a CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. O J 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 12' 11 PLYWOOD. ACCESS LOVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- U STRIPPED OR SEALED TIGHT. (17 i CNI � N GUARDRAIL 3b" ABOVE FIN. FLR. INTERMEDIATE RAIL SPACING SHALL NOT 12 ALLOW A 4' DIAMETER SPHERE TO PA55 THROUGH PER I.R.L. SECTION 312.2. V O a' PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR Z a Lu Lu m 13 TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO —c (n v 1 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-GOMBU5TABLE X Q� r (6 .in SURROUND & HEARTH MATERIAL. wn- Y. 14 STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT O ❑ ALLOW Z A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.G. SECTION 312.2. (Li Q (Yl 15 GARAGE FLOOR SUFACE5 SHALL BE MIN. 4' CONCRETE. SLOPE CONCRETE FLOOR MIN 1/8" PER 12' TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 1 b TEMPERED GLASS 1-u 1 "I 20 MIN. FIRE RATED DOOR IRL R302.5.1 O V LL N Z Z cV SEPARATION REQUIRED BETWEEN THE RESIDENCE AND THE GARAGE. NOT LESS THAN CO Lu 18 MT GYPSUM WALL BOARD SHALL BE APPLIED TO THE GARAGE SIDE. WHERE THERE 15 `--- HABITABLE SPACE ABOVE THE GARAGE, 5/8" TYPE X GYPSUM WALL BOARD 15 Z REQUIREDON THE CEILING AND 12• GYPSUM WALL BOARD 15 REQUIRED ON THE SUPPORTING COLUMNS, WALLS AND BEAMS. IRO R302.6 W GENERAL NOTES v w Q w 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL HEADER MATERIAL TO BE D.F. # 2 UNLESS NOTED OTHERWISE. W tvYV O 3. VERIFY HEADER HEIGHTS. Z 4. ALL EXTERIOR WALLS ARE 2 x 6 - 1 b" O.G. STUDS, UNLE55 NOTED OTHERWISE. (LL �) 5. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.G. STUDS, UNLE55 NOTED OTHERWI5E. m 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. HEADER SCHEDULE MARK SIZB / TYPE FRAMING EN6I MARRKK - (2) 2 X b OF #2 TRIMMER: USE (1) 2X OR SIMPSON LUG HANGER EACH END. 4Xb OR KING STUD: FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE. - OPENINGS WIDER THAN b', USE MINIMUM, (2) 2X EACH END 20 H - 4 X b OF #2 - OPENINGS V WIDE AND LESS, USE MINIMUM, (1) 2X EACH END. - (2) 2 X 8 OF #2 TRIMMER: USE (1) 2X OR LUG HANGER EACH END. MAY USE ALT. FC6 FOR HEADER CONNECTION. 4X8 OR KING STUD: FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE. 21 H - 4 X 8 OF #2 - OPENINGS WIDER THAN 6', USE MINIMUM, (2) 2X EACH END - OPENINGS 6' WIDE AND LESS, USE MINIMUM, (1) 2X EACH END. - 4 X 10 OF #2 TRIMMER: USE (2) 2X EACH END. MAY USE ALT. HUG. 4X10 OR KING STUD: FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE. 22 H - b X 8 OF #2 - OPENINGS WIDER THAN V, USE MINIMUM, (2) 2X EACH END -OPENINGS 6' WIDE AND LESS, USE MINIMUM, (1)2X EACH END. TRIMMER: USE (1) 2X EACH END 23 H SXT 5 1/2" X l.5 GLB KING STUD: USE MINIMUM, (3) 2X'5 EACH END, FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE. 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. SELECTED ENERGY CREDITS ENERGY CREDIT to EFFICIENT BUILDING ENVELOPE - WINDOWS: U=.028 - FLOOR: = R-38 INSULATION - SLAB ON GRADE - R-10 ENTIRE SLAB ENERGY CREDIT 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION - AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR - WHOLE HOUSE FAN PER SECTION M150'1.3 ENERGY CREDIT 3a HIGH EFFGIENGY HVAG EQUIPMENT - GAS FIRED, PROPANE, OR OIL FIRED BOILER WITH MINIMUM AFUE OR 94%. ENERGY CREDIT 5c EFFICIENT WATER HEATING - GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. PLAN AREAS MAIN FLOOR 1,850 50.FT. BASEMENT FLOOR 951 SQ.FT. TOTAL LIVING AREA: 2,801 50.FT. GARAGE 955 50.FT. COVERED ENTRY 53 SQ.FT. DECK - COVERED / UNCOVERED 150113b SQ.FT. UNFINISHED BASEMENT AREAS: 82-F 50.FT. i ---- o=t� J °"soLL (n �f0 (L `a 5 �raO o3awo m�am oa§mW�a O n5 Wo Ll1.,1 ggno�o gZZWoo QW2VZ 0 ma=0E z ZZZ§=-Z �`- W mo m�a2� 000 V 002. z aQ— _ �m .8 Wzrz-o 00h ♦� ,`. a'aFoo V / pwa �a qa wzg o € m= OWNER APPROVAL INITIAL: PAGE: OF: A5 351-0" 25'-6" 4 4 13'-11 1/2" A4 A4 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Al 6x12P.T.DEGKBEAM - - - 4 ° ° —� 4 rIT-2 rPT6 6 r r r r I —�— I 3 POST TO FOOTING POST TO FOOTING I I ` A4 A4 g ° : I I 05TCONTINUES A7 O ROOF BEAM 4 I ` . I 4 X 12 PT DECK JOISTS 16' O.G. I • ° . ° A4 .I I A4 5 1 A7 Ab - z - I — ° •` v ' ° ° •° • • . • ° ° ° ° v • — — — — ——(2)2xb— — — — — — — — — — v. v I° • c . ° • , ° ° • , o , v ° ° ° POST TO FOOTING 1 v f f cli NO 0 .°. °_, °°• .v ° ° °. °,° .Y ° •• , °•J° 5 1/2' x 4 DROPPED ° f ° • ° ° °, '° °°' s• ° °°• '• ° I FLOOR BEAM �I I c I• , ° v ° ° I ° 4 Al 1 (2)2X6 ' °• ' o , ° ° ' , , AL} I POST TO FOOTING I ° •• o ° ' ° ° v v ° , , v �• 4 I 1 4 v • ° v ° A4 I I.. A4 — ----- ----- v A4 I: I A4 I r----� A4 I, -----°—° A4 ---—6'---a — ----�� -- —--------- r I o — — — — — — — ------------------ A4 5 A4 24'-011 14'-0" MAIN FLOOR FRAMING PLANT 56ALE: 114" = 1' 12 FO FLOOR DIAPHRAGM • SHEATHING: WITH JOISTS AT 24" OR 1 q.2" OG, USE MIN., 24 OG RATED, APA 5TURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1, ORWY SPECIES GROUP 4. MAY BE 05B OR PLYWOOD. • SHEATHING: WITH JOISTS AT 16" OC, USE MIN., 16 OG RATED, APA 5TURD-I-FLOOR, MIN., 1q/32" THICK. MAY BE 0513 OR PLYWOOD. • SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.10) - ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMEN51ON ACROSS SUPPORTS. NAILING: GLUE, AND CONNECT WITH 100 RING SHANK NAILS OR #q 5GREW5, AT 6" EDGES, 12" FIELD. BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND CONNECTIONS TO SHEAR WALL5 BELOW. DECK DIAPHRAGM - DECKING - USE WOOD OR COMPOSITE DECKING PER PLAN. MIN. ACTUAL DIMENSIONS 3/4" X 3 1/2". - DECKING ATTACHMENT - USE DECKING 5GREW5, LENTH TO ENSURE 2" MIN EMBEDMENT INTO FRAMING BELOW. - USE 2 5GREW5 PER DECK BOARD PER FRAMING MEMBER. AT DECKING SPLICES, CENTER SPLICE OVER FRAMING MEMBER AND USE 2 5GREW5 PER SPLICED END. - BLOCKING - NOT REQUIRED EXCEPT AT SUPPORT BEAMS. �j I 0 in 20' MIN. BAGKSPAN. EMBED IN 2 X 8 WALL BEAR ON DOUBLE TOP PLATE, CONNECT WITH 5051/4' X3AT I 06. STAGGERED. BEAR ON 6 X b PT POST GONNEGT WITH (2) 5/8' X b' LAG BOLTS. USE 2 X 8 NAILER ON TOP C.ONNEGTEO WITH SDS I W X 15"AT 1W 0G. STAGGERED. 11'-6 1/2" NI18 X 35 STEEL BEAM 2 6 x 12 P.T. DECK BEAM 211-011 A4 -r— r r ------------ — ♦lm� slam ! -7 Al w l'-0„ PT. b X 8 POST TO FOOTING P05T CONTINUES TOROOFBEAM — I I HW TOP FLANGE HANGER BEAM HAN6ER- � r 7 51rrX101rr ,. r :p 0 5 Y Al U au L X `r 5 trl" X 4 P.T. GLB TOP FLANC E HANGER BEAM HANGER X 6 POST Y�— 13/4'X117/B'LVL W1BX35STEEL BEAM 6X6 POST I 6 II I I Al 18' MIN. BACKSPAN. EMBED IN 2 X 8 WALL. BEAR ON DOUBLE TOP PLATE, CONNECT WITH SDS 1/4' X 3 AT 16 OC, STAGGERED. BEAR ON 6X POSTCONNECT WITH(2)5/6`Xb'LAG BOLTS. USE2X6NAILERONTOP 1 3/4' X 11 7/8' LVL CONNECTED WITH SDS 1/4' X 1.5' AT 16' 0G. STAGGERED. 1 514" X 11 T/8' LVL I 5 1/Y X 10 1/2' GLB ,4 DROPPED A A 1 3/4' X 11 7/8' 10 Ia pliiwA- 1 A4 A4 14'-b" _ - - - - - - - - - - - - - - - J I I I-- 1----(2)2X6-- --- FOST TO FOOTING I A4 I 1 I 1 DROPPED FLOOR BEAM �4 I A4 I II I tr-0' 5 U7' X 101rr 6LB III I 2 A4 POST TO FOOTMG_ -------W2X6 — 1 V-4" LVL i6' I I I lu � I E> J I (3)2 X4 POST W F Sss t!1 < I — III aiI- I I o I I— J I+I 1%2�1 I I I J _— (2) 2 X 6 POST I Z 12'-G (2) 1 3/4" X 11 1/8' LVL W 1— I 15'-4 (2)2X PO5T TO FOOTING-14'-1 l 5 1/2' X 10 1 r1' GLB -.-I DROPPED 4 4X 12 OF BEAM �F I I DROPPED FLOOR AREA — — — — — FOR CURRE55 SHOWER I —7 4 X 12 OF BEAM 2 — — — I •�2X10 JOISTS 76'OG. Q)2X6 I I 2 /—pfiTT0 FO011N6— — — — — — — — — I' I 2 Al -- ----0 A4 2 A4 10'-b" 42-0" BEAM HANGER- O f co HW OFFSET TOP FLANGE HANGER I I T— i' I HW OFFSE FLANGE W r TOP LAGER 0 in FRAMING NOTES DESIGNED 3Y J. 5YKORA, CF5D 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DRAFTED BY: ao 2. COORDINATE kV/ MECH. & ELEC. FOR LOCATIONS & SIZES OF 0 r FOUNDATION/5LAB/JO15T5 BLOCKOUTS. SCALE A 2 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 1 /4" = 1' U.N.D. 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER 5HALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE i 3-23-18 BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE a FABRIGATIONAND INSTALLATION. 4. ALL TRU55 TO TRUSS & TRU55 TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. Z 5. FLOOR SHEATHING TO BE 3/4" COX OR 05B 5TURDI-FLOOR (n T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN W Q) 0 THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 055 OR EQUAL. 6. PROVIDE 50LID BLOCKING IN THE J015T CAVITY BENEATH ALL 7 P05T LOCATIONS AND BETWEEN UPPER AND LOWER 5TUO5 x AT FLOOR TO FLOOR HOEDOWN LOCATIONS. E T PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. 8. ALL CONNECTIONS TO BE 51MP50N OR EQUAL. a q. INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP 9 PLATE CONNECTIONS AS WELL AS FROM TRU55 OR RAFTER TO BEAM CONNECTIONS. e 10. EXP05ED WOOD - ALL WOOD EXPOSED TO WEATHER MUST s BE PRE55URE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE LABELED ACCORDINGLY. IRG R317.1 & R317.2 LL 11. FASTENERS - FASTENERS FOR PRESERVATIVE TREATED E WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT o DIPPED GALVANIZED OR 5TAINLE55 STEEL OR EQUIVALENT. o 12. WASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED WA5HER5 ARE REQUIRED AT EACH ANCHOR N i BOLT. IRG R602.11 o 13. GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 36" IN a, HEIGHT WHERE THE ADJACENT SURFACE OR GRADE 15 30" OR O 1L a-N 9 m MORE BELOW. RAILING OPENINGS SHALL NOT ALLOW THE z m r c PA55AGE OF A 4" SPHERE. IRG R312.1. UI O N Oin 14. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP Q Q DRAWING5 AND ENGINEERING MUST BE PROVIDED TO m EnQ INSPECTOR AT TIME OF FRAMING INSPECTION. G 6AA w,saws s6A,- IS F;bm af4.tJ',G'T'LG TraA s isw 1,f . PLAIN AREAr5 MAIN FLOOR 1,550 5Q.FT. BASEMENT FLOOR TOTAL LIVING AREA: q51 5Q.FT. 2,801 5Q.FT. GARAGE q55 50.FT. COVERED ENTRY DECK - GOVERED / UNCOVERED 53 5Q.FT. 150 /136 50.FT. UNFIN15HED BASEMENT AREAS: b2l 50.FT. L w >- vr z Z �L N w <W z Q _W _ w Q W JU z In m 6<< IUOZj >/ OIUU �w8o Flu A UUW zo U U�0 °�aEw z�ww� ow==d z qoE 0 _€ .2�a== =a�° og=wo I1 <0 0��� If� a? "00~= o=ww oWoo� O Sa680 W �O O2U o= J �Qaw< 1L go OWNER APPROVAL INITIAL: PAGE: ff" DESIGNED BY: J. SYKORA, GPBD DRAFTED BY: BGI Joi Blockin Floor Joist Blocking per IRG 502.1 (Seismic Design Categories 01 & 02) Naning per local code provisions A5 INTERMEDIATE BLOCKING Nail Boise Rimboard to BC, I®joist with 8d nail into each flange. Ba RIM BOARD 23/32" MIN. PLYWOOD/0513 OR RIMBOARD CLOSURE. NAIL WI INTO E/ T BLOCKING J FOR CANTILEVER. ASGP�NTILEVERED JOISTS A55] FRAMING NOTES ITS 6 U.S. Patents 6.523,321 and 6.250.82 r ° Funnel Flange Ia 0 9111111111111 1 IV Supports Wa'to 1Y2' thick flanges y i S Typical ITS Installed on LVL �5 TOP FLANGE 1—(ANGER 11/16" for 3x's and 4x's H JOIST HANGER Funnel Flange"" Locator Tab A5 I —JOIST HANGER HARDI-PLANK SIDING �— TYVEK HOUSE WRAP 7/16 05B SHEATHING ADDED 2 X BLOCKING I�;J FLASHING DECK PLANKING FOR DEPTH m T 2 X 12 PT. JOIST 16" O.G. )11 - SIMP50N ZMAX LUS210 FASTEN 2X PT LEDGER WITH I11 (3) ROWS OF 1/4" X 4 1/2" 505 _. _. 5GREYV5 @ 16" O.G. SIMPSON DTTIZ AS REQUIRED (4) LOCATIONS EVENLY DISTRIBUTED INSTALL (1) WITHIN 24" OF EACH END 2 X 12 TREATED DECK LEDGER DECK LEDGER CONNECTION SCALE: 1" = 1' Right PS AG POST GAP ABU P05T BASE A5 Lett Typical ACE Installation 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/51-AB/J015T5 BLOCKOUT5. 3. FLOOR J015T OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC DE516N ONLY. MANUFACTURER 5HALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. 4. ALL TRUSS TO TRUSS & TRU55 TO BEAM GONNECTOR5 TO BE DESIGNED BY MANUF. 5. FLOOR SHEATHING TO BE 314" CDX OR 05B STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK Sd's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO 5UPPORT5, ROOF SHEATHING TO BE 1/16" 055 OR EQUAL. 6. PROVIDE 50LID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. -1. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. q. INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP PLATE CONNECTIONS AS WELL A5 FROM TRU55 OR RAFTER TO BEAM CONNECTIONS. SCALE 1/4" = 1' U.N.O. 3-23-18 O V C 0 V N CV 3 � O v �LD w m � _ X w r m Q on ry u on 7 Qolm9 LU } o L v Z � v z f— LU �[ Q z LU Q J)m Lu LU Q v LU (y- Lu V O lY z lei m F. wo=� o0na o�=a W =o.� �kW '6 o�aw n �s =� ZH= =wwomo z awo� w�a== �aQUO p=woo oo= < o 300 LL- oaz yw= 002 goo sw�q� o=o= OF FQ¢O_ O O�W 2 zZE U— € - OWNER APPROVAL INITIAL: PAGE: Al OF: 3 Al 6 O .O b A14 GARAGE 61150 FT r— — — — — — — - I I I I I I I I 1 (2)2 X6P 5X7 0 DOOR RO i ------ — — 18080 — — 24'-T - b �14 5 4 A�14 P�14 88i-6" - 1 N 1'-71i2' 0•_3" 0'-7 0'-3" 1'-71/2" 13-b 12'-0" 3'-0"-�3'-0*— 3'-0" (2)2 X 6 POST GENERATOR PANEL L STEP W72-3020 W2{7.3020 W30-3020 W31-3020 1T-0" G514 STRAP - 4X6 4X6 4X6 4X6 in Y in NILRO. 0126• 0126• Ot26" ®128• - — G514 STRAP COVERED PATIO REFER COMPOSITE DECKING m m o COVERED DECK 11' - b"CEILING 4X6 `m m 550 CONNECTION n o 4X6 m I At1T' -- m OPEN DECK O DDDR� 1'-4" O'-3" I 0'-3" V4" 11 0 DOOR RO HWOOD I rt, T&G CEILING 5'-11" 2'-b" 2'-b"-- 2'-b"---2'-b„ 2,-b„ 3'-11" I o Ne 2-2636 N14-2620 2620 W36-2620 W37-2 20 I AA o 18 _ 4Xb 4X6 4X6 4Xb 5'-57 ❑ L_, I Ot,T 1m m CEILING HEATER m 0 9 -----qr ®% o ,»v4X6 DECK - - - - - - - - - - 1 iD POWDER � i'- mm - - - 9'GEILING in ��� y I mm q 285 SQ FT ❑ ®❑ I I m 10 GARAGE 6 10 n o COMPOSITE DECKING 338 5(2 FT 2668 LL 4 o o - 4x6 m 1� LAUNDRY / SEWING ry m sa" mm o � CEILING TRANSITION 011T .p r- m 226 50 FT TILE < HALL m KITCHEN z 31 50 FT P - 1 b" 6" t b (3)2X4POST 11 - b" CEILING 278 5Q FT TWINE q WOb-6011 4 -b' 4'fi' 7 2 t2. ( I 12 b080 1 l8 -- 1 2b69---------- OPEN RAIL -G514 STRAP DESK I I I I I I 4X6 01,T' _g CLOSET ,y BuarINBENCN 4X6 O%• 4X6 O%• I I STI R I I ON 13 5Q FT O O I I 154 1 F I I GRPT m G514 STRAP W42- W41 W46 16 1 ��' 3P-0' HAIPYVALL OPEN RAIL 1� 1 JB Q0'-3"o5r O DOOR RQOT/GOLD `4 ryM 4X6 — -qo� — — o - -- 17'-6"CEILING 0,23" KK tV Nm O 123• _ DINING - _ R 13 0 148 50 FT HYVOOD o l'l 13 4 $v 4X6 > LIVING - \ 76" COURTYARD AREA 0123• 421 50 FT 16 so n 14'-0" 8'-51/2°(3)2X4 P05T— 4X8in 16'-0" 0123'BUFFET IV 54'-0" - - - - HWOOD CLOSET ' m 2 ry o 5 2ba0 L 4X8 5'-0' 0 4X6 O DOOR RO o 0 A14 _� 0 0 ®,23 KIKI 4 g 4X6 ODooR T-61/2" T&G CEILING S v TV ABOVE 16 U COVERED ENTRY m ENTRY ❑ II 0..-p�_ 0' 3 0 4X6 62 5Q FT U HEARTH 6514 5TRAP \ '5-0' 3'-0'�5-8' `" ODooR RO 9'GEILING - - - - _ _ g WOb-5070 V415-50 0 U)2x6POST —-(3)2X4POST FIREPLACE m b 408p -. 6514 STRAP 4Xb 09V 16 4X6 O� ,b (2)KINGSTUD ) 4X6 HWOOD TV Q HALL 16 R N 0%' e 1 44 SO FT o 0 in O ❑ 4X6 n o K HWGRPTDOD - � r+ Nw1c �� J LINEN ' °O o OFFICE / DEN (D \� I Y e-1014 CEILING ` 1 4 CEILING I m m n ^ 2 CLOSET m MASTER BATH 16 = m 62 50 FT r NO 6T SQ Fr l'l 13 N m GRPT 2868 �� 0 -MSC 23150 3 � 0 FBDR)"I A " ll 1 3 I m 4-81Z I 2 4'-11/2 culmlts� 4X6 01�" I TOILET068. 26 SG FT s 5 16 ® 10 m RwN1eAo g,�.ER , 4X6 W17S420 :o O jaa Fri m in 4X6 O%• 4X6 O%' -5'4• a,$„ TILE - -- 4X6 owy.gq_2050 J W76-21f�0 _ I co low STUD - I W40-5420 7 4� 7-0' W4' --{- 7-0° 4'-6'----ice V4- -------- 0 -8 0'-10" 108-6" 14'-b" 42'2, _0@1 -0' 4 �14 6i�4A 14EEQ'S SE1144 IS f:6m fir&" +T''L. T"C£/KS 8N L-v . FLOOR PLAN I`4OTE5 J. 5DE516NED BY! YKORA, 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 DRAFTED BY: NING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, Gry REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE m BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 5CALE a SHELF AND HANGING ROD. 1 "/4" - 1' U.N.O. a DATE o BUILT IN SHELVES. 3-23-1Q tVV rc d CABINET - OWNER/ CONTRACTOR TO VERIFY. EGRESS WINDOW5 SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.1 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20• WIDE AND 24• HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR. Z z WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, co SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. Q) 0 F.A.U. ON 18• HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8• T & G PLYWOOD. EXP05ED FACE AND 51DE5 TO HAVE 1 LAYER 5/8' TYPE "X' GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A o BEDROOM, BATHROOM, OR CLOSET. PROVIDE AT LEAST 30' OF WORKING 5PAGE IN ;p FRONT OF FURNACE.70 3 ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE x INSTALLED, SHALL BE PROVIDED WITH DEVICES TO A850RB HIGH PRESSURES " RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE a STRAPPED WITHIN UPPER 1/3 AND LOWER 1/5 TO PREVENT OVERTURNING IN AN EARTHQUAKE. PROVIDE DRYER VENT TO EXTERIOR, PROVIDE RECESSED HOT & COLDSHUTOFF E CONTROL VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL ❑COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF a 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DE6REE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK -DRAFT DAMPER. n MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE 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 e OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 15 4 INCHES. DRYER, KITCHEN, 1 0 AND BATH FANS TO BE 5EPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE W J CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX � CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. O 22" x 30' MIN. ATTIC ACCESS TO BE ACCESSIBLE WUITH UNOBSTRUCTED HEADROOM. � 11 FRAME OUT AGE55 HOLE TO DEPTH OF INSULATION WITH NOT LE55 THAN 1/2• PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- U STRIPPED OR SEALED TIGHT. CryV L U) ' 12 GUARDRAIL 36" ABOVE FIN. FLR. INTERMEDIATE RAIL SPACING SHALL NOT (Ti ALLOW A 4' DIAMETER SPHERE TO PA55 THROUGH PER I.R.L. SECTION 312.2. < Ov PRE -MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR LL- u- 1 TRIM PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO Z ('(7 Lu � MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-GOMBU5TASLE R� SURROUND & HEARTH MATERIAL. LLI m O M 2 1 t STAIR HANDRAIL 3b" ABOVE STAIR NOSING, INTERMEDIATE RAIL SPACING SHALL NOT Q Z O H"T ALLOW A 4` DIAMETER SPHERE TO PASS THROUGH PER I.R.G. SECTION 312.2. (0 Q m 3 15 GARAGE FLOOR SUFACES SHALL BE MIN. 4• GONGRETE. SLOPE CONCRETE FLOOR MIN 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN, 16 TEMPERED GLASS Lu 1 20 MIN. FIRE RATED DOOR. IRG R302.5.1 O r LL N SEPARATION REQUIRED BETWEEN THE RESIDENCE AND THE GARAGE. NOT Z z LESS THAN T 1 p lrr GYPSUM WALL BOARD SHALL BE APPLIED TO THE GARAGE SIDE. WHERE THERE 15 V V HABITABLE SPACE ABOVE THE GARAGE, 5/8" TYPE X GYPSUM WALL BOARD 15 �P REQUIREDON THE CEILING AND 1r2' GYPSUM WALL BOARD 15 REQUIRED ON THE L SUPPORTING COLUMNS, WALLS AND BEAMS. IRG R302.6 W Lu GENERAL NOT LuA Lu� E5 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL HEADER MATERIAL TO BE D.F. # 2 UNLE55 NOTED OTHERWISE. W 0 3. VERIFY HEADER HEIGHTS. O it (Y 4. ALL EXTERIOR WALLS ARE 2 x 6 - lb" O.G. STUDS, UNLE55 NOTED OTHERWISE. CV 5. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.G. STUDS, UNLE55 NOTED OTHERINI5E. 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER x- DISFth SER5, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. ' 5ELECTED ENERGY CREDITS < §' o� ENERGY CREDIT 18 zi$aa X �2LL EFFICIENT BUILDING ENVELOPE V y1 WINDOWS: U=.028 2 t - FLOOR: = R-38 INSULATION a°wo k -SLAB ON GRADE - R-10 ENTIRE SLAB ENERGY CREDIT 2a EK==a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION �o - AIR LEAKAGE: 3.0 AIR GHANGE5 PER HOUR - WHOLE HOUSE FAN PER SECTION M1507.3 x w genii HEADER 50HEDULE MARK 51ZE / TYPE FRAMING EN6 N� MARK - (2) 2 X 6 DF #2 TRIMMER: USE (1) 2X OR SIMPSON LUG HANGER EACH END. OR KING STUD: FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE. -OPENINGS WIDER THAN b', USE MINIMUM, (2)2X EACH END 20 H - 4 X 6 OF #2 - OPENINGS V WIDE AND LESS, USE MINIMUM, (1) 2x EACH END. - (2) 2 X 8 OF #2 TRIMMER: USE (1) 2X OR LUG HANGER EACH END. MAY USE ALT. FG6 FOR HEADER CONNECTION. 4i�8 OR KING STUD: FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE. 21 H - 4 X 8 OF #2 - OPENINGS WIDER THAN 6'. USE MINIMUM, (2) 2X EACH END - OPENINGS b' WIDE AND LESS, USE MINIMUM, (1) 2X EACH END- - 4 X 10 OF #2 TRIMMER: USE (2) 2X EACH END. MAY USE ALT. HUG. 4X70 OR KING STUD: FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE. 22 H - 6 X 8 OF #2 - OPENINC75 WIDER THAN 6', USE MINIMUM, (2) 2X EACH END - OPENINGS b' WIDE AND LESS, USE MINIMUM, (1) 2X EACH END. TRIMMER: USE (1) 2X EACH END 23 H 5X j 5 1/2" X T5 GLIB KING STUD: USE MINIMUM, (3) 2X'S EACH END, FULL HEIGHT FROM BOTTOM PLATE TO TOP PLATE. 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. ENERGY CREDIT 3a O o~ a - a=wP6 HIGH EFFGIENGY HVAG EQUIPMENT �o= w � - GAS FIRED, PROPANE, OR OIL FIRED w„`oo wO2''a� BOILER WITH MINIMUM AFUE OR 94%. o�oo �?o<? ENERGY CREDIT 5e EFFICIENT )MATERHEATING oob� W -GAS FIRED, PROPANE, Moo awFmo W 6'mza PLAN AREA5 MAIN FLOOR U50 50.FT. BASEMENT FLOOR C151 50.FT. TOTAL LIVING AREA: 2,801 50.FT. GARAGE 955 50.FT. COVERED ENTRY 53 50.FT. DECK - COVERED / UNCOVERED 150 /136 50.FT. UNFINISHED BASEMENT AREAS: 52150.FT. � 'arco $Fw- ZQ2� 0 OWNER APPROVAL INITIAL: PAGE: e � 'arco $Fw- ZQ2� 0 OWNER APPROVAL INITIAL: PAGE: e NUMBER 30 EXTERIOR ELEVATION OTY FLOOR 51ZE DIMENSIONS EGRE55 DESCRIPTION HEADER W33 1 i 5070 60'X84' FIXED GLASS 4X6Xb4" W34 1 0 6050 72"Xb0" LEFT 5LIDING 4X10X7b' W35 1 1 26r30T"X24* FIXED GLASS 4XI5X34' W36El 1 1 2620 30'X24" FIXED GLASS 4X6X34" Vt37 1 1 2620 30"X24' FIXED GLASS 4X6X34" W38 1 1 5070 60"Xb4' FIXED GLASS 4X6Xb4" W39 ❑ 1 1 2050 24"X60" SINGLE HUNG U G 4XbX28' W40 1 1 5420 64X24" FIXED GLASS 4XbX68' W41 1 7 3046 36'X54' FIXED 6LAS5 4X6X40' W42 1 1 3046 36'X54' FIXED GLA55 4X6X40- W43 1 1 3046 36'X54" FIXED GLASS 4X6X40' W44 1 1 5070 b0'Xb4" FIXED GLA55 4XbXb4' W45 1 1 2620 30"X24' FIXED GLA55 4XbX34' OTYINUMBER 1 1 W33 135.0 =© m =�Es =�Ecl 1 I W38 135.0 =©Ewfl NUMBER 90 EXTERIOR ELEVATION OTY I FLOOR 15IZE I DIMENSIONS EGRESS I DESCRIPTION HEADER W17 ] 1 1 5420 64'X24' FIXED 6LA55 4XbXb8' V418 ❑ 1 1 3070 36'X84' SINGLE HUNG 4X6X40" W19 1 1 5070 60'X64' FIXED GLA55 4XbXb4" mo i 1 5070 60"X84' FIXED GLASS 4XbXb4' W21 i 1 5020 60"X24' FIXED GLASS 4X&Xb4" W22 1 1 5070 b0"X84' FIXED GLASS 4XbXb4" 1"123 - 1 1 5020 60'X24' FIXED GLASS 4XbX64' W24 �� 1 1 3016 36'Xib' W25 1 1 3046 36"X54' W2b 1 1 3046 36X54' W27 1 t 3016 36'X18' W28 1 jbm 77Xb0' W29 1 1 3020 36"X24" W30 1 1 3020 36'X24' VNIN170YN NU I =: 1 1 1. VERIFY ALL WINDOW W SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDAR AND GRID OPTIONS, GLA55 W31 3020 36'X24' COATINGS, U-VALUE5, 5TG RATINGS, AND OTHER DETAILS WITH CLIENT PRIOR TO WINDOW ORDER. FIAJ 2. VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINC75 MAY VARY DEPENDING ON WINDOW MANUFACTURER. 3. INSTALL WINDOW FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 2400 / AAMA2410 METHOD "B" OR N°2 1 3016 361X1B' EQUIVELANT INSTALLATION INSTRUCTIONS. LE:JI 1 1 1 W41 10.66 1 I W42 115.5 1 1 W43 113.5 1 1 W45 35.0 FIXED GLASS 14XbX40' FIXED GLA55 14XbX40' FIXED GLASS 14X6X40' FIXED 6LA55 4X6X40' LEFT SLIDING 14X10X76" FIXED GLASS 14XbX40" FIXED GLASS 14X6X40- GLA55 4XbX40- FIXED GLASS I4XbX40- COMMENT5 OTY NUMBER I UAL Itu NUMBER 3D EXTERIOR ELEVATION OTY FLOOR SIZE DIMENSIONS EGRESS DESCRIPTION FT 1 W77 10.66 W07 1 W79 135.0 1 1 W20 135.0 1 I W21 110.0 1 1 VI22 135.0 a 1 1 1 1 1 1 i 2070 24 X84 FIXED 6LA55 4X6X28' W02 COMMENTS IOTY INUMBER 1 1 2636 30 X42 5/16' FIXED 6LA55 4X6X34" 1 W02 6.52 W03 , 1 1 2670 3TX84' SINGLE HUNG 4X6X34 1 W03 17.5 Y404 1 1 4020 48'X24" FIXED 6LA55 4XbX52' 1 W04 8.0 W05 1 1 4070 48"X84' FIXED 6LA55 4X6X57 1 W05 28.0 Mb 1 1 6016 77X78' 10.0 M'T 1 1 5026 4.5 W08 1 1 5070 13.5 13.5 4.5 m Faf1 W11 =� m DESIGNED BY: J. 5YKORA, GPBD DRAFTED BY m ry N SCALE 2 f 1/4" = 1' U.N.O. a w 3-23-18 a Z U) ILI 7 N s JIM cz 9 u 5 I GLA55 4X6X76" 1 mb 9.0 0 V C O V N 3 � O 0 GLASS 4X8X64' 1 W07 10.0 u- LL u-U7 Z 0! Lu 9 m Lu p� Q my N O In a- m 3 GLA55 4XbX64" 1 W08 35.0 W09 1 0 6040 T72*X4Wb"LEFT5LIDIN6 4X10X76' 1 WO9 24.0 W10 1 1 3046 36X54" FIXED GLASS 4X6X40- 1 W10 13.5 W71 1 1 3016 36'X18" FIXED GLA55 4XbX40" 1 W71 4.5 W12 - 10 1 1 3020 36'X24" FIXED GLASS 4XbX40' 7 W12 6.0 W13 -- 1EA 1 0 6050 72'X60' LEFT5LIDING 4X10X7b" 1 W13 30.0 VL--] Y414 L-1 1 1 2620 30'X24" FIXED GLA55 4X6X34' 1 W14 5.0 W 15 ❑ 1 1 3070 36'Xb4' SINGLE HUNG 4XbX40' 1 W75 21.0 W16 ❑� 1 2050 24'X60" SINGLE HUNG 4X6X28 1 W76 10.0 L ova L z ,c cl _z z Q CIL. tu 1a-1 A w w T v 4 ~ °= z lsi m Lu ooV� U o 02=LL � ¢aVg Q ZwOVw Lu' 1' N3oYm zwwzrcwa' owehw t xFaoo v I m1m w3i i o n aZ9QVO pZw Oo ZwZVO wNF� oa ii< O Z KZLL O yW0<z OVZ J .02Ww �ROUV Q Fzz gp�u° z . 0ur f 0 Ia o i OWNER APPROVAL INITIAL: PAGE: Aq OF: e w i R iV I PLATE011'-6' X FACIA X 10 FACIA BUILD UP 24'-0" I V 0 I 1u *FLAT ROOF ♦ 4 f -BUILD UP WITH POLY- ISO FOAM m FOR SLOPE TO SCUPPERS d3 O O 51/2'x18'GLB�- 10 — BOTTOM AT 105 1V v 2xb PLATE 0�1I09 1/b° 2'-0" 25'-b" 6 X 6 FT. POST I o 11 I n 5 1 /8' X 12" TOP AT IN IV PLATE 0104 IW BGI 6500 1.8 RAFTER 24" O.G. 5 FLAT ROOF♦ BUILD UP WITH POLY- 150 FOAM FOR SLOPE TO SCUPPERS 1 3/4" X 14' LEDGER PLATE 0 1091161 Lei MINE 11111mimimimimimim 0 ROOF FRAMING PLAN SGALE: 1/4" = 1' ROOF DIAPHRAGM - GOOD FOR Eh= 230 PLF, WIND AND SEISMIC. MAX ASPECT RATIO 3:1. TRUSSES OR RAFTERS" 2 X c@ 24" O.G., MAX. FRAMING CONNECTION AT SUPPORT: WHERE CONNECTED TO SHEARWALL, CONNECT PER 5HEARWALL GALLOUT TOP OF WALL. WHERE TRUSSES OR RAFTERS CONNECT TO BEAM USE H2.5 OR A34 WITH 5GREW5 OR SIMILAR. AT LEDGER CONNECT PER LEDGER CALLOUT. - 5HEATHING: 5/6" MIN, 05B OR GDX PLYWOOD. - SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.0) - NAILING, USE 8d AT 6" EDGE, 12" FIELD. - BLOCKING - NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALL5 BELOW. LVL LEDGER - IF CONNECTING TO RIM OR HEADER, USE 505, OR LEDGERLOK AT MAX 12" OC, STAGGERED. IF CONNECTING TO STUDS, USE 2 5D5 OR LEDERLOK PER STUD. - WHERE RAFTERS PERPENDICULAR TO LEDGER - USE 2X OR LVL LEDGER, MIN HEIGHT TO MATCH RAFTERS. APPLY LEDGER OVER WALL 5HEATIN6. USE HANGERS TO HANG RAFTERS ON LEDGER. - WHERE RAFTERS ARE PARALLEL OR TRU55 TOP CHORD - LEDGER MAY BE TOP CHORD OF TRU55 OR LAST RAFTER OR SIMILAR. LEDGER TO BE PLACED OVER WALL 5HEATING. ROOF DIAPHRAGM - CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8d RING 5HANK OR 50REW5 AT 3" O.G. 0 2 X 10 FACIA BUILD UP 2 X FACIA O in 4'-b" --rr - -� 1 3/4' IX 14' LEDGER X b WST 2'. 14'-b" X FACIA X 10 FACIA BUILD UP 164-011 PLATEOIT-W ♦FLAT ROOF moo, 0-BUILD UP MIfH POLY -150FOAM - S FOR SLOPE TO SCUPPERS =4X10DF BOTTOM AT 1091/B' 51re' X 12' I TOP AT II'-W (3)2x4 4 iV It 2 1 3/4' X 14' W HANGER LL_ 0 1Qi .n J to 20'-0" b X 6 Pi. POST " TOP111/8" J TOP AT 1211/b' � N w 1 3/4' X 14' LEDGER 0 ,D V to *FLAT ROOF BUILD UP WITH POLY - ISO FOAM FOR SLOPE TO 5GUPPER5 I PLATE 011'- W 11/8' X 12" GLB TOP AT 11'-6' FLAT ROOFo P BUILD UP WITH POLY - 150 FOAM FOR SLOPE TO SCUPPER5 20'-5 1 /2" 1 3/4' X 14" LEDGER R _ 1 314" X 14" LVL W 1 3/4' X 14' LVET7 - q _fT-3F.v - �13/4'X14'LVL ca—10'-51/2" 1 16'-10 1/2" O *FLAT ROOF♦ 1-0— • O 1 i I $' Z BUILD UP WITH POLY- 150 FOAM w Ul a FOR 5LOPE TO 5CUPPER5 o I in W, m 1 9D ry tj f 5 I PUTS 0,09 A11 2X FACIA 5 - -- - - -- - - _ - 2 X 10 FACIA BUILD UP PLATE 0 109 1IB' At 1 _ 2 - ry A11 h 2 X FACIA 2 2X10FACIABUILDUP A11 10 -6 42-0" 5 1/8' X 12' GLB TOP AT 121 1/b" 2 X FACIA 2 X 10 FACIA BUILD UP 1 1 I A11 c`V O 0" v 2 X FACIA 2 X 10 FACIA BUILD UP KING STUD EYEBROW ROOF BELOW 5TIGK FRAME 2 X 12 FRAMING NOTE5 J.5YKORA,CPBD 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. DRAFTED BY: m 2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF s m FOUNDATION/SLAB/JOISTS BLOCKOUT5. n SCALE 2 a 3. FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 1 /4" = 1' U.N.O. ii 15 FOR SCHEMATIC DESIGN ONLY. MANUFACTURER z D, " T E o SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO THE 3-23-18 BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE a FABRIGATIONAND INSTALLATION. 4. ALL TRUSS TO TRUSS & TRU55 TO BEAM CONNECTORS TO BE0) DESIGNED BY MANUF. z 0 5. FLOOR 5HEATHING TO BE 3/4" COX OR 055 5TURDI-FLOOR cn T&G, GLUE AND NAIL W/ RING SHANK 8d's Q b" EDGE5 & 12" IN W 0 THEFIELO. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/1b" 055 OR EQUAL. 6. PROVIDE 50LID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. T. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING s 9 LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. E e 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Q 9. INSTALL HURRICANE TIES AT ALL TRU55 OR RAFTER TOP �+ PLATE CONNECTIONS A5 WELL A5 FROM TRU55 OR RAFTER TO BEAM CONNECTIONS. 10. EXF05ED WOOD - ALL WOOD EXP05ED TO WEATHER MUST e BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE LABELED ACCORDINGLY. IRG R31T.1 & R317.2 LL 11. FASTENERS - FASTENERS FOR PRESERVATIVE TREATED WOOD AND FIRE RETARDANT TREATED WOOD SHALL BE HOT £ o DIPPED GALVANIZED OR 5TAINLE55 STEEL OR EQUIVALENT. s 12. WA5HER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED 0 GALVANIZED WA5HER5 ARE REQUIRED AT EACH ANCHOR ry { BOLT. IRG R602.11 o 13. GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 3b" IN HEIGHT WHERE THE ADJACENT SURFACE OR GRADE 15 30" OR rn u- MORE BELOW. RAILING OPENINC75 SHALL NOT ALLOW THE m -0 m � � c PASSAGE OF A 4" SPHERE. IRG R312.1. ►u O O 14. PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP -1 m Q DRAWINGS AND ENGINEERING MUST BE PROVIDED TO 5 Q,33 ' INSPECTOR AT TIME OF FRAMING INSPECTION. Q m 3 6*ei uyfiEQ's 5E�4ti IS FUL �1T4L1tiT'L, 7LT£M.S bN L>t ° PLAN AREAS MAIN FLOOR 1,850 SQ.FT. BASEMENT FLOOR 951 50.FT. TOTAL LIVING AREA: 2,801 SQ.FT. GARAGE 955 50.FT. COVERED ENTRY 53 5Q.FT. DECK - COVERED / UNCOVERED UNFIN15HED BASEMENT AREAS: 150 /13b SQ.FT. 82150.FT. 111 )p.: o v < Z Z V_ N w < z Q Lu �-� -� Q W � W V w w WE Z lii m z.09 a V �a J P.H °Vp g.O �¢&am0 \n m sam m w V MHO °666% zutiwz F ,o "Wo D°o g°o �og�o wF o4 LL ° o_ Hz v ' 1 !L nz; O <g�zo PHo S�z3 O �a$g €H OWNER APPROVAL INITIAL: A10 3 Y441-3046 ■ r ■0��■��I��■III■'ll��_„�I_,�_. in. 1 15 `J 12 16 A13 BUILDING SECTION 2 II mb-6016 GREAT ROOM III II J F-b Mal 3 WINDOW HEADERS N NDON HEAMR5 I:Y/ :n in 0 o MAIN FLOOR 12 50" FLOOR 5Y5TEM PLATE HT. Atq MAIN FLOOR 12 5/8' FLOOR 5Y5TEM PLATE HT. 12 13 11A5EMENT FLOOR BASEMENT F— ON 15 MASTER BATH UNFINISHED BASEMENT 15 W MA1 BUILDING SECTION 1 12 i La OFFICE C n 16 i 'm BUILDING 5EGTION DETAILS TPO ROOFING POLY 150 FOAM BUILD UP FOR SLOPE 2" X FACIA BUILD UP ® 14" BGI ROOF JOISTS SPRAY IN FOAM INSULATION MINIMUM R-49 © R-21INSULATION Lll5/8" 5HEETROCK ® 1/2" 5HEETROCK 3/4" SUBFLOOR 1 5/4" X b" DECK PLANKING 11 2 X 12 PT. JOIST 16" O.G. 12 11 V8" BGI 6000 1.5 "I" JOISTS 16" O.G. 13 R-30INSULATION OPTIONAL OVER FINISHED BA5EMENT AREAS SPRAY IN FOAM INSULATION 14 MINIMUM R-21 15 4" GONG. SLAB 4" RIGID FOAM INSULATION 16 6 MIL. VI5GUEEN BUILDING 5EGTION 2 BUILDING 5EGTION 1 A13 BUILDING SECTION 3 DESIGNED BY, J.BYKORA,GPBD DRAFTED BY m 0 n SCALE u f 1/401 = 1, U.N.O. it DATElu u 3-23-18 of 0) " z I (D W � s 9 N L. " z w O U c 0 v CCV +U) O z 7- w � XW r m 0 0� 0 C14u�. I m �dm3J ua } o v z_ Z K(11� V— N Lu < W z (� cL w — %S) w \!) v LU Q w (Y v Lu 0 < (L N 4 In m InZA OVVU 6 Z Oazol anV U6 Izg io. o a Wo firm rwaE� eww Lu�.=wo WZ aa= � aa ¢=�a i; gogw F °!o z zzoaS I.W e�aa Q �wpys J m 00 ZV qm Z Z�®Q <O cciS F m2 OWNER APPROVAL INITIAL: A13 OF: BUILDING 5EGTION 3 12 DE516NED BY. — 481.45' OVERALL BUILDING HT. J. SYKORA, GPBD 12 DRAFTED BY: o h O b 4 PLATE HT. ri 8 8 f 4 SCALE Ji 4 13 502 15 502 i1-502 0-301 301 4-301 b-301 PLATE HT. 8 1/4 = 1 U.N.O. WINDOW HEADER5 0 W z � 3-2'I-18 2 19-304 1- 3 5-304 (h - - 5Ln 2 9-30"I 10-5011 11-50'1 2 12-50'I 14-50'1 16-507 - m o co v 7 7 p � Z MAIN FLOOR 468.0' U 12 5/8" FLOOR SYSTEM 0 4 PLATE HT. 1 -gg WINDOW HEADERS 3 7 1 z bo 5-60 -bo 3-b0 - 5 E BASEMENT FLOOR r 3 12 s a 70 b 0 b 12 8 4 a b NORTH ELEVATION 4 5GALE: 1/4" = 1' LL 4 8 0 c 3 0 1 trio r-3o ccl1 1 n� z I W 3 X w 0 w N m Qz I� �4 m3J EAST ELEVATION a@ COURTYARD SCALE: 1/4" = 1' NORTH ELEVATION o v � _ LIL- 35' HEIGHT RESTRICTION z z N N �w� z Q < v to s Lu n w w o ~ z C m OVERALL BUILDING HT. 0 481.45' — — — — — — — — — b — — — — — — — — — — — — — — — — — — b — — — — — — — — — — — — — — — — — — — — — — — — — b wo3'� o HEIGHT RESTRICTION oya< Ln O UNU. E� Pi <dUF PLATE HT. 4 b g a 3 w 4 a HW9 4 ~ '1-302 &302 9-302 -302 - w s W PLATE HT. 18-b01 z�wwa w wo o, WINDOW HEADERS € w g 1-262 2-2b 2b I, , 1 ogwg.o _ rn � (�/ wooa< o in 1 O =!300 �z wo d W wows o _ -o 0 Z. 468.5' MAIN FLOOR cV - -- m< 125/8"FLOOR YSTEM X =age PLATE HT. „ 1 € 90 1 44J OWNER APPROVAL WINDOW HEADERS 463.0' AVG. OF dJ ! INITIAL: ORG.&RAVE PAGE: � 1 :o NEST ELEVATION 5GALE: 114" = 1' OF: BASEMENT FLOOR NEST ELEVATION EXTERIOR DET,41L5 � I u FIBER CEMENT PANEL SIDING �2 FIBER CEMENT LAP SIDING. INSTALL WITH 4" EXPOSURE. PAINT WOOD TONE COLOR. CEDAR LAP SIDING. INSTALL WITH 4" REVEAL. 4 141/2" FASCIA 2 X 10 FASCIA BUILD UP CIS CULTURED STONE. TYPE AND COLOR TO BE DETERMINED. 6 --- TPO ROOFING. COLOR BE DETERMINED. 36" HIGH RAILING TO CODE. ®ENCLOSED SOFFIT -INSTALL T&G PINE WITH NATURAL FINISH. aCOMPOSITE DECKING 10 11 L2I 14 EA<5T ELEVATION @ COURTYARD SCALE: 1/4" = 1' 35' HEIGHT RE5TRICTION OVERALL BUILDING HT. _ 481.45' — — — — — — — — — b — — — — — — — — — — — — — — — — — 6 O PLATE HT. PLATE HT: 468.5' MAIN FLOOR PLATE HT AV6. OF 463.0' OR6.GRADE WINDOW HEADER5 1— Ln o cn r C4 N 12 5/8" FLOOR YSTEM WINDOW HEADER5 � 1 4 1 L1 2 1 3 1 12 NORTH ELEVATION SCALE: 1/4" = 1' — — — — — - — — — — — — — — — HEIGHT RESTRICTION 4 1 11 115T ELEVATION - SCALE: rd 1 EXTERIOR DETAIL5 FIBER CEMENT PANEL SIDING FIBER CEMENT LAP SIDING. INSTALL WITH 4" EXPOSURE. PAINT WOOD TONE COLOR. CEDAR LAP 5IDING. INSTALL WITH 4" REVEAL- 4] 141/2" FASCIA 2 X 10 FASCIA BUILD UP CULTURED STONE. TYPE AND COLOR TO BE DETERMINED. 6 —� TPO ROOFING. COLOR TO BE DETERMINED. 36" HIGH RAILING TO CODE. U ENCLOSED SOFFIT - INSTALL T&G PINE WITH NATURAL FINISH. ® COMPOSITE DECKING 10 11 12 SNED BY: J. 5YKORA, GPBD m DRAFTED BY: b ry fV 1/4" = 1' U.N.O. DATE o w a E 0 v c 0 � O V Q � Z uJ m D XDfLu r Q m LL' ry i333n m fl� Q OLm NORTH ELEVATION o z v z Y� T z Q Q- < W , n W V1 ' ' I.0 Q W v JU = o lSi m b Z Q=Ua U zyw< O u�io Q�oF PH =�OUW 4 X �KG1O -N«w �a� > °w„ww� Lu1 z �wo J =�, w�a?i W0 �zwoo �/ ioiwo ■•Y� <w�'ma �a=�E �o o<_ OVZ�j N OOOUW Z •M-_ 6r U wV00 UA g¢~wV wN o Z. 1.0 W = OWNER APPROVAL INITIAL: A15 BA5EMENT NE5T ELEVATION PREFAB MOD PRODUCT51 FRAMING CONNECTOR5 ENGINEERED WOOD - GENFRAI . THESE PRODUCTS MUST BE PROVIDED, STORED, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'5 RECOMMENDATIONS. FAILURE TO DO THI5 MAY VOID THE WARRANTY AND DIMINISH LOAD CARRYING CAPACITY. ANY NATIONALLY -RECOGNIZED BRAND THAT MEETS THE BELON SPECIFICATIONS 15 ACCEPTABLE. I -BEAM COMPOSITE WEB / FI AN E JOIST PROD TS. THE CONTRACTOR SHALL INSTALL THE I-JO15T PRODUCTS COMPLETE WITH NEB STIFFENERS AND OTHER BLOCKING / BRACING AS 5HONN ON THE PLANS AND / OR A5 RECOMMENDED BY THE MANUFACTURER. PSL (PA AI I El STRAND LUMBER) AND VERSA -LAM. USE MINIMUM 2.OE, 2,900 P51 MINIMUM ALLOWABLE BENDING STRESS. I_VL (LAMINATED VENEER LUMBER). MBER). USE MINIMUM 1.9E, 2,600 PSI MINIMUM ALLOWABLE BENDING STRESS. ILSL (LAMINATED T AND MBFR). USE MINIMUM 1.3E, 1,100 PSI MINIMUM ALLOWABLE BENDING STRESS. AMINAT D TIMBERS. UNLESS OTHERWISE NOTED, ALL GLULAM BEAMS SHALL BE 24F-V4 OF/DF. ANY THAT SPAN CONTINUOUSLY OVER ONE OR MORE INTERIOR SUPPORTS OR ARE CANTILEVERED, USE 24F-V8 OF/OF. USE INDUSTRIAL APPEARANCE GRADE, UNLE55 VISUALLY EXP05ED TO INTERIOR LIVING SPACE USE ARCHITECTURAL APPEARANCE GRADE. PRESSURE TREATED (PT) GLULAM5 SHALL BE NOT LE55 THAN 10% NEAKER THAN THE ABOVE IN BENDING, SHEAR, AND MODULUS OF ELASTICITY, USING SUITABLE WOOD SPECIES FOR PRE55URE TREATING. ALL GLULAMS SHALL BE MANUFACTURED BY AN AITG APPROVED FABRICATOR. STORE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5TRUCTURAL 5TEEL GENERAL. ALL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF AI50 (NINTH EDITION). STRUCTURAL SHAP MATERIALS. ALL STRUCTURAL SHAPES SHALL COMPLY WITH THE FOLLOWING 5TANDARD5 EXCEPT WHERE NOTED OTHERNI5E. 0 HIDE FLANGE5: A5TM A992, (FY = 50 K51.) O ANGLES, CHANNELS, AND PLATES: A5TM A36 (FY=36 K51) OR BETTER. MELDING. ALL WELDING BY STATE-GERTIFIED STRUCTURAL NELDER5. FOR SHIELDED METAL ARC, WELDING, USE ONLY LOW HYDROGEN ELECTRODES, MIN. 70 K51., IN CONFORMANCE MITH CURRENT ANSI / AW5 CODE. ALL BASE PLATES, BEAM END PLATES, 5TEEL END CONNECTORS, STIFFENER PLATES, AND BENT PLATES AT COLUMN EN05 SHALL BE SHOP FABRICATED UNLE55 OTHERWISE NOTED OR 5HONN IN THE PLANS OR STRUCTURAL SKETCHES. HELD SIZE SHALL BE EQUIVALENT TO OR BETTER THAN THE ELEMENT BEING MELDED, AND SHALL BE MELDED ALL AROUND UNLE55 OTHERWI5E NOTED. CARE SHALL BE TAKEN TO AVOID EXCESS HARPING OF WELDED ELEMENTS. 1`32L15. BOLTS AND ANCHOR BOLTS TO BE ASTM A301 GRADE A, UNLE55 OTHERWI5E 5HONN. PROVIDE STANDARD NA5HER5 UNDER ALL NUTS AND ANCHOR BOLTS, UNLE55 SPECIFICALLY PROHIBITED ELSENHERE. STEEL OATIN SYSTEMS, THE REQUIREMENT5 OF THI5 SECTION ARE STRONGLY RECOMMENDED BUT ARE OPTIONAL AT THE OWNER'S DISCRETION. ALL COATING SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE KITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. TOUGH UP SHALL AL50 BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL 5Y5TEM5 THAT WILL BE EXF05ED TO HEATHER SHALL BE SHOP COATED MITH A 3 GOAT SYSTEM. PREPARATION SHALL BE A COMMERCIAL SANDBLAST, 2 — 3 MIL ANCHOR PATTERN. THE PRIME GOAT SHALL BE A 3 MIL THICK ORGANIC ZING PRIMER. THE INTERMEDIATE AND TOPCOATS SHALL BE 3 MIL5 THICK EACH U51N6 A VINYL HIGH - BUILD COATING SYSTEM. UNLE55 OTHERWI5E SPECIFIED BY THE ONNER, THE FINAL COLOR SHALL BE 'PRIMER GREY. CONTRACTOR SHALL VERIFY THIS COLOR WITH OWNER PRIOR TO ANY PAINT APPLICATION. STEEL NHIGH WILL NOT BE EXPOSED TO HEATHER SHALL BE SHOP OR FIELD COATED KITH A 2 GOAT SYSTEM CON515TING OF A 2 MIL RED OXIDE ZING CHROMATE ALKYD PRIMER UNDER A 2 MIL LONG OIL ALKYD ENAMEL. PREPARATION SHALL BE WIRE BRUSH GLEANING. UNLE55 OTHERWISE SPECIFIED BY THE ONNER, THE FINAL COLOR SHALL BE 'PRIMER RED'. CONTRACTOR SHALL VERIFY THIS COLOR WITH ONNER PRIOR TO ANY PAINT APPLICATION. MANUFACTURER: SIMPSON BRAND 15 SPECIFIED, HOWEVER ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL PREFABRICATED ITEMS IN STRICT ACCORDANCE KITH THE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED ITEM CANNOT BE GUARANTEED IF THI5 PROVISION 15 NOT ADHERED TO. NAILS AND 5GREW5 NHIGH HILL BE EXPOSED TO HEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF INSTALLATION RISKS CRACKING OF HOOD, CONTACT ENGINEER FOR ALTERNATE NAILING AND / OR ALTERNATE CONNECTOR. SIMPSON SO'; NOOD SGRFVA(;. NHERE SPECIFIED, INSTALL PER MANUFAGTURER'5 RECOMMENDATIONS. IN GENERAL THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD 15 OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO AVOID SPLITTING. USE LENGTH AS SPECIFIED IN PLANS BUT NEVER LE55 THAN REQUIRED TO ENSURE FULL STRENGTH, 51MP50N SO NOOD 5G8E65. WITH M05T 51MP50N CONNECTORS, CONTRACTOR MAY USE 5D9 IN LIEU OF 100 NAILS, AND / OR 5D10 IN LIEU OF 16D NAILS. THESE ARE PROVIDED IN 1-1/2" AND 2-1/2" LENGTHS. USE THE LENGTH NECESSARY FOR FULL PENETRATION INTO THE MEMBER(5) CONNECTED. CONVENTIONAL YVOOD FRAMING GENERA(2ENERAL CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. CONNECT ALL WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. NHERE STRUCTURAL PLANS DO NOT SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID ELEMENT PER MINIMUM BUILDING CODE. FRAMING MAT RIA . ALL SANN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS, AND GOLUMN5, SHALL BE SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR - LARCH, NUMBER 2 OR BETTER, UNLESS OTHERWISE 5HONN. ALL BANN HOOD SHALL HAVE MOISTURE CONTENT LE55 THAN 25%. BEAMS AND POSTS. ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DOUG FIR LARCH NO 2 OR BETTER, EXCEPT WHERE EXPOSED TO HEATHER AND SPECIFIED AS PT (PRESSURE TREATED) MAY BE HEM FIR NO. 2 OR BETTER. 6LULAM5, P51-5, LVL5, ETC. SHALL BE PER PREFABRICATED HOOD PRODUCTS SECTION BELON. NAILS: NAILS GALLED OUT HEREIN ARE "COMMON" SIZES, I.E. 160, 120, 100, 50. SMALLER DIAMETER, SIMILAR LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50% MORE NAILS ARE USED. FOR EXAMPLE IF 8, 16D ARE GALLED OUT, THE NUMBER OF 51MILAR LENGTH .131 DIAMETER NAIL GUN NAILS REQUIRED 15 8*1.5 = 12. A5 ANOTHER EXAMPLE IF 160 NAILS ARE GALLED OUT AT 4" SPACING, THE SPACING OF 51MILAR LENGTH, NARROWER NAIL GUN NAILS SHALL BE 4/1.5 = 21". SHEAR WALLS: NALL5 GALLED OUT AS SHEAR HALLS ON THE PLAN SHALL BE CONSTRUCTED PER THE STRUCTURAL SHEAR HALL TABLE HEREIN USING MATERIALS DE5I6NATED FOR LATERAL LOAD RES15TANCE BY NATIONALLY -APPROVED MANUFACTURERS. ALL SHEAR WALLS MUST BE POSITIVELY CONNECTED AT TOP AND BOTTOM TO DIAPHRAGMS. WALL5 NOT SPECIFICALLY GALLED OUT, OR LABLED "N5" ARE NOT INTENDED A5 SHEAR WALLS AND SHALL BE BUILT PER MINIMUM CODE. 5HEATHIN6. "IN" NALL5, USE PLYWOOD OR 058, MINIMUM THICKNESS AND NAILING AS INDICATED IN SHEAR NALL TABLE, ORIENTED EITHER DIRECTION. "GN" WALLS ARE DRYWALL SHEAR HALLS, USE PER SHEAR NALL TABLE. 5HEATH/N6 JOIN75. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE SHEAR WALL TABLE. WITH "PN" AND "ON" NALL5, NO SHEATHING JOINTS ARE ALLONED NITHIN 2-FEET IN ANY DIRECTION OF A DOOR OR HINOON CORNER. MULTIPLE PLY MEMBER; TR/MMER5, KIN6 STUDS, HEADER5. NHERE MORE THAN ONE 2X 15 PLACED AGAINST ANOTHER AND USED AS A MULTIPLE PLY KING STUD, TRIMMER, OR HEADER, CONNECT ALL PLIES KITH 160 AT 4" OG, STAGGERED. BEAM5, GOLUMN5. NHERE MORE THAN ONE 2X, OR LVL, OR LSL 15 PLACED AGAINST ANOTHER AND USED AS A MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 1bO AT 4" SPACING. GLUE. NHERE SPECIFIED, HOOD GLUE SHALL BE COMMERCIAL GRADE KITH MINIMUM SHEAR STRENGTH OF 450 P51 AT 28 DAYS. USE LIQUID NAILS LN-940 OR EQUIVALENT. PREP AND APPLY PER MANUFACTURER'S RECOMMENDATIONS. WINDOW AND DOOR OPENINGS. HEADER USE MINIMUM SIZE AS GALLED OUT ON PLANS. ALL HEADERS SHALL BE INSTALLED WITH THEIR TALL DIMENSION VERTICAL. IF HEADER IS LESS THAN 3 INCHES WIDE (I.E. A SINGLE 2X OR 51NGLE LVL) USE A FLAT 2X NAILED TO THE BOTTOM OF HEADER IN AN "L" CONFIGURATION KITH 160 AT 4" MAX SPACING. IF NO HEADER IS SPECIFIED, THE HALL 15 A55UMED NON -LOAD BEARING AND WALL TOP PLATE MAY SERVE AS THE HEADER. MULTIPLEADJAGENTOPENIN65. NHERE ADJAGENT DOOR OR NINDON OPENINGS OCCUR IN A HALL, HEADERS FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS KITH FULL -HEIGHT KING STUDS BETWEEN THEM. EACH HEADER SHALL USE THE NUMBER OF KING STUDS SPECIFIED BELON OR IN THE STRUCTURAL GALLOUTS. TRIMMER5, AKA JACK 571105. USE 51ZE (OR LARGER) PER STRUCTURAL CALLOUT5. CONGEALED FLANGE HANGER OF SIMILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER. K/N6 57UD5. UNLE55 OTHERWISE SHOWN ON PLANS USE THE FOLLOWING. THESE MUST BE FULL - HEIGHT, BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM. •' OPENING LE55 THAN V NIDE - USE MIN., ONE KING STUD EACH END OF HEADER. • * OPENING 6.V WIDE TO T NIDE - USE MIN., TWO KING STUDS EACH END OF HEADER. • * OPENING 9.1' WIDE TO W NIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. V15GON7/NUOU5 TOPPLATE. WHERE NALL TOP PLATES ARE GUT, OMITTED, OR OTHERWISE DISCONTINUOUS AT A HEADER, THE END OF THE HEADER SHALL BE CONNECTED TO THE REMAINING TOP PLATE BEYOND KITH A HORIZONTAL C516 STRAP KITH MINIMUM 12" LENGTH ON THE HEADER AND 12" LENGTH ON THE TOP PLATE BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL. ANCHOR BOLTS. .5HEARWALL ANCHOR BOLTS GONNEGTING MUD BILLS, USE 5/8" DIAMETER X 8" MIN EMBEDMENT AT THE SPACING 5HONN IN THE PLANS BUT NEVER GREATER THAN b0" OG AND WITHIN 12" OF EN05 AND CORNERS, KITH 3" X 3" X .229" 5TEEL WASHERS, NRENGH TIGHT. NET SET ANCHOR BOLTS SHALL HAVE A HOOK OR HEAD ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME SPACING MAY BE USED IN LIEU OF NET SET - SEE SPECIFICATIONS IN PREVIOUS SECTION. AN ALTERNATE TO WET -SET ANCHOR BOLTS AND NA5HER5 MAY BE 5IMP50N MASA OR MA5AP AT THE SAME SPACING SPECIFIED FOR NET SET ANCHOR BOLTS. NON-5HEAR4KALL ANCHORB0LT5 SHALL BE SPACED A MAXIMUM OF 12-INCHES AND WITHIN 12-INGHE5 OF ENDS AND CORNERS AND SHALL BE FITTED WITH 2" STEEL PLATE NA5HER5. USE EITHER 1/2" DIAMETER X W MIN EMBEDMENT NET-5ET, OR 1/2" TITEN HO WITH 4" MIN EMBEDMENT. NON-5HEARkVALL ANCHORS MAY BE 0.145" DIAMETER PONDER -ACTUATED PINS KITH 1-1/2" MIN CONCRETE EMBEDMENT, AT 16" OC, UNLE55 OTHERWISE 5HONN. PRESSURE TREATE0 I UMBER. USE PRE55URE TREATED LUMBER IN CONTACT WITH CONCRETE AND / OR SOIL, AND NHEN DIRECTLY EXPOSED TO WEATHER. PRE55URE TREATING CHEMICALS SHALL BE INERT, OR OTHERWI5E NON -REACTIVE KITH METAL CONNECTORS (INCLUDING NAILS, BOLTS, FRAMING CONNECTORS, ETC.) OR STRUCTURAL STEEL MEMBERS. IN CERTAIN GASES NON-PRE55URE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE GASES USE A LAYER OF HEAVY, ASPHALTIC -TREATED CONSTRUCTION PAPER BETWEEN WOOD AND CONCRETE. BLOCKING / BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL DEPTH BRIDGING OR BLOCKING AT V OG MAX. IN J015T OR RAFTERS NITHOUT CONTINUOUS PLYWOOD DIAPHRAGM CONNECTION ON THE TOP. FRAMED FLOORS WHICH SUPPORT P05T5 SHALL BE SOLIDLY BLOCKED NITHIN THE FLOOR CAVITY TO POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO THE SUPPORTS BENEATH. LAG B01 15. ALL LAG BOLTS GREATER IN DIAMETER THAN 1/4" SHALL HAVE PILOT HOLES PRE -DRILLED. 51ZE OF PILOT HOLE IN THREADED PORTION SHALL BE 70% OF THE UNTHREADED SHANK DIAMETER (OR ALTERNATIVELY, 90% OF THE ROOT DIAMETER OF THE THREADED PORTION). PILOT HOLE DIAMETER OF UNTHREADED PORTION SHALL BE THE SAME DIAMETER AS THE UNTHREADED SHANK. FOUNDATION5 / CONCRETE 6EOTF HNI I REPORT: GGI 15 NOT ANARE OF A GEOTEGHNIGAL REPORT FOR THI5 PROJECT. GGI STRONGLY RECOMMENDS THAT A GEOTEGHNICAL REPORT BE PERFORMED BY A QUALIFIED GEOTEGHNIGAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. 5011-5 ANALY515 AND GEOTEGHNIGAL ENGINEERING ARE NOT A SPECIALTY OF GGI. GGI DEPENDS ON OTHERS FOR THE PROVISION OF SOILS DATA, NHICH INCLUDES BUT 15 NOT LIMITED TO: ALLOWABLE BEARING CAPACITY, LIQUEFACTION POTENTIAL, SLOPE STABILITY, ACTIVE AND PA551VE LATERAL PRESSURES, INTERNAL FRICTION ANGLE, AND COHESION. IN THE A135ENGE OF A GEOTECHNICAL REPORT GGI HILL MAKE A55UMPTIONS REGARDING 501L PARAMETERS, HOWEVER, GGI TAKES NO RESPONSIBILITY OR LIABILITY FOR FUTURE SETTLEMENT, OR DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE OF ANY KIND. STRUCTURAI FI : "STRUCTURAL FILL" SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR STATE H IGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR SUB BASE; OR USE SAND OR OTHER GLEAN GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL. ALL STRUCTURAL FILL MUST BE COMPACTED PER THE FOLLONING SECTION. NON-5TR J( TURAL FILL: "NON-STRUCTURAL FILL" 15 501L (NATIVE OR IMPORTED) NITHOUT: ORGANIC MATERIALS; ROCKS AND LUMPS GREATER THAN 3" IN ANY DIMENSION; TRASH; AND THE LIKE. IF USED AS COMPACTED FILL, IT MUST BE COMPACTED PER THE FOLLONING SECTION. COMPACTION: PLACE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 8-INGHES. COMPACT USING MECHANICAL (VIBRATORY OR IMPACT) METHODS. IN PAVED AREAS AND UNDER STRUCTURES, USE STRUCTURAL BAGKFILL COMPACTED TO 95% RELATIVE COMPACTION. IN NON -PAVED OR NON -FOOTING AREAS USE STRUCTURAL BAGKFILL OR NATIVE BAGKFILL MINU5 ROCKS, LUMPS, AND ORGANIC MATTER, COMPACTED TO 92% RELATIVE COMPACTION. NHERE PIPES ENTER AND EXIT STRUCTURES (DISTRIBUTION BOXES, UTILITY BOXES, CATCH BASINS, MANHOLES, ETC.) USE STRUCTURAL FILL AROUND THE STRUCTURE. CAREFULLY PLACE AND COMPACT TO 95% RELATIVE COMPACTION UNDER AND AROUND ALL PIPES. WHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER -EXCAVATION, FILL OVER - EXCAVATION AND COMPACT PER THE ABOVE. FOUNDATIONS FOOTIN ON (2I : ALL FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED EXISTING 501L OR STRUCTURAL FILL. ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH FOOTINC75 AND FOUNDATIONS TO BE REMOVED AND REPLACED KITH 5TRUGTURAL FILL. BOTTOM OF FOOTINGS TO BE BELON LOCALLY PRESCRIBED FR05T ZONE, NOT LE55 THAN 12". FOUNDATIONS FOOTINGS ON ROCK: WHERE FOOTING5 BEAR ON ROCK, GLEAN THE ROCK FREE OF L005E ROCK, DIRT, MOSS, DEBRIS, OR OTHER DELETERIOUS SUBSTANCES. PRE55URE HASH A5 NECESSARY. USE BONDING AGENT PRIOR TO POURING GONGRETE ON ROCK. NHERE ROCK 15 SLOPED LE55 THAN 3:1 (18-DEGREE5), NO DOWELS INTO ROCK ARE NECESSARY. NHERE ROCK 15 SLOPED 3:1 (18-DEGREES) OR GREATER (UP TO 45-DEGREE5 MAX), USE #4 X 18" LONG DOWELS ROTOHAMMERED MIN., 8" INTO SOLID ROCK. ROTOHAMMERED HOLES TO BE A" DIAMETER, PERPENDIGULAR TO FACE OF ROCK. NO EPDXY 15 NECESSARY. DOWELS TO BE LOCATED AS FOLLOY45: O FOR CONTINUOUS FOOTINGS, USE DONEL NITHIN 6" OF ENDS, CORNERS, AND INTERSECTIONS AND AT 36" OG MAX SPACING. DOWELS TO BE CENTERED ON 5TEMNALL. 0 FOR PAD FOOTINGS, USE THREE DONEL5 SPACED 8" APART, CENTERED ON FOOTING. IF DONEL 15 TOO LONG TO FIT IN FOOTING, BEND A5 NECE55ARY TO PROVIDE 2" COVER AT TOP AND / OR 51DE(5). SLABS5LABS ON GRAVE. SUBGRADE BELON 5LA85 SHALL BE SIMILAR TO THE ABOVE. A LAYER OF FREE DRAINING MATERIAL AND A SUITABLE VAPOR BARRIER (DESIGNED BY OTHERS) ARE RECOMMENDED FOR ALL INTERIOR BLABS. FOOTING DRAINS. FOOTING DRAINS, KITH NA5HED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT EXTENDING TO FINISHED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND RETAINING NALL5 NHIGH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4" PERFORATED PIPE ROUTED DONNGRADIENT TO DAYLIGHT, UNLE55 OTHERWISE SPECIFIED. STANDARD CONCRETE: STANDARD CONCRETE. CONCRETE FOR FOOTINGS, SLABS, AND NALL5 SHALL ATTAIN A MINIMUM 28 DAY STRENGTH OF PC = 2,500 P51 UNLE55 OTHERWISE NOTED ON PLANS. MINIMUM CEMENT CONTENT = 5 SACKS PER CUBIC YARD. MAXIMUM HATER/CEMENT RATIO SHALL BE 0.45. ALL MATERIALS SHALL BE IN ACCORDANCE KITH AGI 315, LATEST EDITION. MIXING AND PLACING OF ALL CONCRETE TO BE IN ACCORDANCE KITH IBC AND AGI 304, LATEST EDITION. ADMIXTURES. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, FLONABILITY, AND / OR NATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY OF THE CONCRETE 15 NOT ADVERSELY AFFECTED. AIR ENTRAINMENT. PROVIDE 5% AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR HEATHER. FLY ASH, HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAY BE USED IN ACCORDANCE KITH A5TM Cb18 WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT. ANY SUCH CONCRETE SHALL OBTAIN AT LEAST THE STRENGTH AND DURABILITY CHARACTERISTICS AS STANDARD CONCRETE LISTED ABOVE. CONCRETE REINFORCING: STRENGTH- RETAINING NAI AND OTHER STRUCTURALSTRUCTUSAL ELEMENTS. REINFORCING BARS (REBAR) FOR RETAINING NALL5 RETAINING MORE THAN 4-FEET OF SOIL AND THEIR FOOTINGS, AND FOR STRUCTURAL BEAMS, STRUCTURAL COLUMNS AND THE LIKE SHALL BE GRADE 60 (FY = 60 K51) UNLE55 OTHERWI5E SPECIFIED IN THE PLANS. 51RENGTH STANDARD FOOTINC25 STEM NAI 15 SI ASS ON GRAVE REINFORCING BARS (REBAR) FOR STANDARD FOOTINGS, STEM NALL5, AND SLABS ON GRADE SHALL BE GRADE 40 (FY = 40 K51) OR BETTER, UNLESS OTHER 415E SPECIFIED IN THE PLANS. SPLICING BENDING. ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT, AND SUPPORTED IN ACCORDANCE KITH THE M05T REGENT AGI CODE ADOPTED BY THE JURISDICTION. MELDED WIRE FABRIC. UNLE55 OTHERWISE SPECIFIED, MELDED HIRE FABRIC (NNF) SHALL BE N2.9, 6"X6" (b GA.), A5TM A-185. 5PLIGE BY LAPPING ONE MESH +2" ALL BIDES. COVER. PROVIDE THE FOLLONING MINIMUM COVER: FOOTINGS AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FACE ... 3" FORMED SURFACES IN DIRECT CONTACT KITH EARTH ......2" SURFACES EXPOSED TO HEATHER ........................1-1/2" SURFACES EXP05ED TO SALT HATER ...........................3" FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLE55 OTHERWI5E SPECIFIED. BOLTS AND DONEL5 IN GURED CONCRETE: GENERAL. THIS SECTION SHALL APPLY TO BOLTS AND DONEL5 INSTALLED IN CURED CONCRETE USING ROTOHAMMER TECHNIQUES. MINIMUM CONCRETE EMBEDMENT = 4-INGHE5 UNLE55 OTHERWISE SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE = 3" FROM HOLE CENTERLINE UNLE55 OTHERWISE SPECIFIED. FXISTIN , REINFoR0Nr,. IT 15 IMPORTANT THAT NO EXISTING REBAR5 ARE DRILLED OR GUT DURING ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NOW DESTRUCTIVE METHODS (PACHOMETER, RADAR, OR SIMILAR). WASHERS. USE 3"X3"X.229" NA5HER5 ON ALL HOOD MUD SILL ANCHOR BOLT5. SUCH HASHER5 MAY BE SLOTTED, KITH PLATE WASHER UNDER THE NUT A5 ALLONED BY THE IBG. AT NON -MUD SILL LOCATIONS, SMALLER WASHERS MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON NA5HER UNDER NUTS AND THE HEADS OF ALL BOLTS THAT CONNECT HOOD. NON-FPOJCY SYST M5. USE 51MP50N TITEN HD NHERE SHOWN IN THE PLANS. THESE ANCHORS MAY BE USED TO RESIST TENSION LOADS AND SHEAR LOADS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EPDXY SY T M . FOR BOLTS, USE 51MP50N EPDXY -TIE BOLT SYSTEM KITH ET -HP OR SET HIGH 5TRENGTH EPDXY, KITH ZING PLATED, A301 'ALL -THREAD' BOLTS A5 5HONN IN THE SKETCHES. FOR DOWELS, USE ET -HP OR SET HIGH STRENGTH EPDXY AND REBAR AS SPECIFIED ON THE PLANS AND CALLOUT5. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE KITH EPDXY MANUFACTURER'S RECOMMENDATION. GENERAL NOTES BA515 OF DESIGN — APPLICABLE CODES: CODE. THE DESIGNS HEREIN ARE PREPARED IN ACCORDANCE KITH THE 2015 IBG. GONSTRUGTION 5HALL GONFORM WITH THE M05T REGENT BUILDING GODE ADOPTED BY THE APPROVING JURISDICTION. LIMITED SCOPE OF CONSULTANTS WORK: CONSULTANT. THE CONSULTANT IN RESPONSIBLE CHARGE OF THE NORK INDICATED HEREIN 15 TIM K. GARRISON, P.E., DOING BU51NE55 AS CONSTRUCTIONCALG, INC., HEREAFTER INDICATED AS "CO." S QPE OF -ONS TANT NO K. THE SCOPE OF NORK OF GGI 15 LIMITED TO STRUCTURAL ANALY915 OF A NEW SINGLE FAMILY RESIDENCE. GGI TAKES RESPONSIBILITY ONLY FOR ITEMS SPECIFICALLY ADDRE55ED IN OUR DRANING5 AND CALCULATIONS. CONSTRUCTED ITEMS NOT SPECIFICALLY ADDRE55ED HEREIN SHALL BE BUILT PER MINIMUM CODE. LOADS: FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DE51ON / ANALY515: O ROOF LIVE: 20 PSF. 0 ROOF + CEILING DEAD: 15 P5F O ROOF SNOW: 25 P5F 0 FLOOR LIVE: 40 PSF O DECK LIVE: 40 PSF O DECK DEAD: 10 P5F. O EXTERIOR NALL DEAD: 10 P5F O EXTERIOR HALL N/ CULTURED STONE 25 PSF 0 INTERIOR NALL DEAD: l P5F 0 SEISMIC FACTORS: 55= 1.105, 51= 0.438. 0 SEISMIC, DES CATEGORY: "D" O WIND EXPOSURE 'B', 3-SEC GUST: 120 MPH. A55UMED ALLOWABLE 501L BEARING PRE55URE: 2,000 P5F. SINGLE PROJECT: THE CALCULATIONS, DRAWINGS, NOTE5, SPECIFICATIONS, AND / OR TABLES PREPARED BY GGI ARE VALID ONLY FOR THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE NOT VALID, ARE NOT APPLICABLE TO, AND SHALL NOT BE USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION. COMPETENT CONSTRUCTION PERSONNEL / SAFETY: ONLY COMPETENT PERSONNEL FAMILIAR KITH CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE PROJECT 5HONN HEREIN SHOULD BE EMPLOYED TO A55EMBLE AND CONSTRUCT THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY KITH ALL OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO CONSTRUCTION METHODS USED, SAFETY PROVISIONS EMPLOYED, AND THE FINISHED AS - BUILT CONDITION OF THE STRUCTURE AND RELATED SYSTEMS. MATERIALS AND METHODS: PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO ENSURE ALL FIELD PER50NNEL UNDERSTAND AND ADHERE TO THIS. TEMPORARY SUPPORT AND BRACING: 6ENF AI . PROVIDE ADEQUATE TEMPORARY SUPPORT TO ALL NALL5, ROOFS, BEAMS, COLUMNS, AND FLOORS DURING CONSTRUCTION. DESIGN OF SAME 15 NOT INCLUDED HEREIN. CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY - SUPPORTING DEVICES KITH A QUALIFIED PERSON. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF ALL TEMPORARY AND/OR PERMANENT SUPPORT SYSTEMS. EETAININ6 INAI 1 a. DO NOT BAGKFILL AGAINST RETAINING NALL5 UNTIL CONCRETE HAS CURED TO AT LEAST 2,500 PSI (OKAY TO USE HIGH EARLY STRENGTH ADMIXTURES OR ADDITIONAL CEMENT IN THE MIX TO ACHIEVE THIS). FOR RETAINING NALL5 THAT ARE TO BE CONNECTED AT THEIR TOP TO HORIZONTAL FLOOR DIAPHRAGMS, DO NOT BAGKFILL AGAINST THE RETAINING HALL UNTIL SUCH HORIZONTAL DIAPHRAGMS ARE IN PLACE AND PROPERLY CONNECTED TO THE RETAINING NALL. 6AA lA ;6szo$ .56*4c. I$ f;wt aI'C L,4Cr t.. TraA , i e�N Ly , ✓ESIGV=D J. 5YKORA, GPBD GRA=T=D E N M `GALE J _ 1/4" = 1' U.N.O. W a LL rE o 3-23-18 W O tL z W w Q J cn NO z W v V W W OL N N mLu IT p 0 m [A C�V Q O 9 ti d m Lu V Lu Q if V I w O z Q IL tu Ck W V 13 W r— ri N W Z �b O�UU LLsa< 6 mzmg� ao� Z. mafw z�ww� aK��a zmymw ` ONNER APPROVAL INITIAL: PAGE: bB A 1 q OF: Ei ui BMP C154: CONCRETE WASHOUT AREA BMP C235: WATTLE5 O BMP G105: STABILIZED CONSTRUCTION ENTRANCE / EXIT 0 BMP T5"13: P05T-CON5TRUCTION SOIL QUALITY AND PURPOSE PURPOSE PURPOSE DEPTH J. 5YKORA, CPBD PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WA5TE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF 5TRAW, COMPOST, OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO WWASHOUT OFF -SITE, OR PERFORMING ON -BITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT 15 WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL. THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT. THI5 IS DONE BY CONSTRUCTING A STABPAD OF QUARRY SPACES AT PURPOSE AND DEFINITIONILIZED ENTERING SURFACE WATER5 OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF, AND CAN CAPTURE AND RETAIN SEDIMENT. WATTLES ENTRANCES AND EXIT5 FOR CONSTRUCTION BITES. NATURALLY OCCURRING (UNDISTURBED) SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS N ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH. WATTLE5 ARE PLACED IN SHALLOW CONDITIONS OF USE INCLUDING: WATER INFILTRATION; NUTRIENT, SEDIMENT, AND POLLUTANT ADSORPTION; SEDIMENT AND POLLUTANT cri CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DI5TURBED OR NEYNLY CONSTRUCTED SLOPES. SEE FIGURE 11-4.2.14 CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION BIOFILTRATION; WATER INTERFLOW STORAGE AND TRANSMISSION; AND POLLUTANT DECOMPOSITION. THESE FUNCTIONS - - CONCRETE WA5HOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: WATTLES (P.318) FOR TYPICAL CONSTRUCTION DETAILS. WSDOT STANDARD PLAN 1-30.30-00 AL50 PROVIDES INFORMATION 51TE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE. FOR RESIDENTIAL CONSTRUCTION ARE LARGELY L05T WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL - CONCRETE 15 USED AS A CONSTRUCTION MATERIAL. ON WATTLES (HTTP:lANY4N.W5DOT.WA.GOV/DESIGN/5TANDARD5/PLAN5.HTM1t5EGTIONI) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE, RATHER THAN ONLY AT THE MAIN SUBDIVISION TOP501L AND SOD. NOT ONLY ARE THESE IMPORTANT 5TORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES 1/4" _ 1 r U.N.O. a - IT 15 NOT POSSIBLE TO D15POSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF -SITE (READY MIX PLANT, ETC.). ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIOTH TO PROVIDE VEHICLE ACCESSIPARKING, THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, s - CONCRETE TRUCKS, PUMPERS, OR OTHER CONCRETE COATED EQUIPMENT ARE WA5HED ON -SITE. NOTE: IF LESS THAN CONDITIONS OF USE BASED ON LOT 51ZE/CONFIGURATION. ON LARGE COMMERCIAL, HIGHWAY, AND ROAD PROJECTS, THE DESIGNER SHOULD FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET ,Tr " 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 WP'STES, AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER. ESTABLISHING SOIL QUALITY AND DEPTH REGAIN5 w FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL 51TE WHERE IT WILL NOT CONTAMINATE SURFACE OR - IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. IN THE INITIAL CONSTRUCTION 5WPPP. IT IS DIFFICULT TO DETERMINE EXACTLY WHERE AGCESS TO THESE PROJECTS GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF 3-23-18 GROUND WATER. THE UPLAND DISPOSAL S1TE 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. 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 a DRAINS, OPEN DITCHES, OR WATER BODIES, INCLUDING WETLANDS. - ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. LAN05CAPING CHEMICALS, THUS REDUCING POL-UTION THROUGH PREVENTION. - THE MATERIAL USED DICTATES THE EFFECTIVENE55 PERIOD OF THE WATTLE. GENERALLY, WATTLES ARE TYPICALLY APPLICATIONS AND LIMITATIONS EFFECTIVE FOR ONE TO TWO SEASONS. NOT TO SCALE ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING - PREVENT BILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT SOIL AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM 501L QUALITY AND DEPTH WILL PROVIDE IMPROVED ON -SITE Maanarm WATER FROM PASSING BETWEEN THEM. W MANAGEMENT OF STORMATER FLOW WA TERER ATER QUALITY. SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH Z Lath and sa99etB NUMEROUS MATERIALS SUCH AS COMPOST, GOMP05TED Y`IOODY MATERIAL, BIO50LID5, AND FOREST PRODUCT Z O 0 0 on 3 Sides DESIGN CRITERIA RESIDUALS. IT 15 IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE AND BENEFICIAL TO THE PLANT COVER Sandbag W - INSTALLWATTLES ATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. TO 8E ESTABLISHED. LIKEWISE, IT 15 IMPORTANT THAT IMPORTED TOPSOILS w - NARROTRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3 TO 5- INCHES ON CLAY SOILS IMPROVE 501L CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES. THIS BMP CAN BE CONSIDERED Q �l Sandbag AND SOILS WITH GRADUAL SLOPES. ON L005E SOILS, STEEP SLOPES, AND AREAS WITH HIGH RAINFALL, THE TRENCHES INFEA516LE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. IDIN Fr 10 and plasiit fling SHOULD BE DUG TO A DEPTH OF 5- IN TINCHES, OR TO OF THE THICKNESS OF THE ATTLE. WM START BUILDING TRENCHES AND INSTALLING �� D SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENTORK varias O O - WATTLES FROM WA- THE BASE OF THE SLOPE AND WUP. SPREAD EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE COMPACTED �15 PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON 517E IN A =0 A A AND USING HAND TAMPING OR OTHER METHODS. - CONSTRUCT TRENCHES AT INTERVALS OF 10- TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE, 501L TYPE, DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBUG RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO 7C) - 1 m O- AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES OTHER PORTIONS OF THE SITE WHERE FEASIBLE. - 501L QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE, NOT BEEN COVERED BY IMPERVIOUS I Bmm AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. - INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. SURFACE, INCORPORATED INTO A DRAINAGE FAGLITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT O O 0 - IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE 100' PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1. A TOPSOIL WITH N C it Q SeCLIOn A,A AND INTO THE SOIL. LAYER A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5% o 10 � t Plan IWOR - WOODEN STAKES SHOULD BE APPROXIMATELY 514 X 3/4 X 24 INCHES MIN. WILLOW CUTTINGS OR 3l8-INCH REBAR CAN �� ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. < 1' At�d bid ALSO BE USED FOR STAKES. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF F delencreteoilb n ate -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE e Type "Below Grade" 2_ AexonorMe Wraslmd8 ull PROTRUDING ABOVE THE WATTLE. instoo Y SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, d sign shad be iMfaded divert I them e a WHERE FEASIBLE. vAtin 10 and eta MAINTENANCE STANDARDS resdside �t presets 9�ry 4' -8- 2. MULCH PLANTING BEDS WITH 21NCHES OF ORGANIC MATERIAL. sRmVrmasm tbnt�ls wedoill bcW - WATTLE5 MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, spars 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS1111 s e ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. A. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING ° ur frame THE COMPOST SPECIFICATION FOR BMP TT.30: BIORETENTION CELLS, SCALE$, AND PLANTER BOXES (P.95q), WITH THE B B N fastened Geetemr6le EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% /IOSOLID5 OR MANURE. THE COMPOST MUST AL50 HAVE AN around entire ORGANIC MATTER CONTENT OF 40%TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25: 1. THE CARBON TO NITROGEN $ peeYtlMer vM two 5<al�s 3' _ 4' 1 --r-f i RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMP05ED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS ° varies 10 01111 Plastic drWg (12m) i \ REGION. B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A.) ABOVE; OR LL fad_ /\/\`` OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT A`\�,%� ` IN min EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-BW , TESTING PARAMETERS. IN AG 1T3-350-220. O Slake (�) -�,- Straw % ` ` J y��� THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE YPE OF VEGETATION TO BE ESTABLISHED. v O SectionB-B rods must be � plontous slaps � � of the IZ' mnimm tltidotess L IMPLEMENTATION OPTIONS: THE SOIL QUALITY DE5104 GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE V 10 r(d D flrrlq Two-slie*ed oI permdbng agency. METHODS L15TED BELOW: 1. LEAVE UNDISTURBED NATNE VEGETATION AND 50L, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. zxlzrongn Plan �i 2- It is recorrtmentled that Provide ful Width to entrance be of ingress/egresa 2. AMEND EXISTING SITE TOPSOIL OR 5US501L EITHEf AT DEFAULT "PRE-APP ROVED RATES, OR AT CUSTOM tS O wood frame QOMeted so that runoff area CALCULATED RATES BASED ON TESTS OF THE SOIL AM AMENDMENT. V Type "Above Grade"y*h Wood Planks \r ins off the Pad. 3. STOCKPILE EXISTING TOP501L DURING GRADING, p1D REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST 0 ,Y AL50 BE AMENDED IF NEEDED TO MEET THE ORGANICMATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE- Ul NOT TO SCALE APPROVED" RATE OR AT A CUSTOM CALCULATED RAT; Z t j LU Figure II-4.1.7a 1P - 25 (3�rrm) �`w ` Figure 11-4.1.1 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC COTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFEREIT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY 5TANDARD5,.ND 15 NOT COMPACTED, DOES NOT NEED TO BE AMENDED. Rr lL -1 X a t m O a m Concrete Washout Area Q O Stabilized Construction Entrance Spacing MAINTENANCE Di � DEPARTMENT OF Revised 'pie 2015 an onaolbit" aid DEPARTMENT OF Revised June 21115 - ESTABLISH SOIL QUALITY AND DEPTH TOWARD TFE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECT ECOLOGY f1°°pta1te ECOLOGY FROM COMPACTION, SUCH AS FROM LARGE MAC-HINM USE, AND FROM EROSION. State °f Washington Please see hftp./M, and diwago,rrgaydgllLhfrw rbr tboytigei ntodt a iKiairg pemmisiors. limitation d liability, and rfiStlaitmer. - � p a,e , �, ttag �„py,; tlen/for copyright notice ircJtd"ng permissions - PLANT VEGETATION AND MULCH THE AMENDED 54L AREA AFTER INSTALLATION. �s� ft Mft State of Washington imitation of labidy, anal declaimer. - LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THEaOIL SURFACE TO REPLENISH ORGANIC MATTER. - REDUCE AND ADJUST, WHERE POSSIBLE, THE U51OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, RATHER THAN CONTINUING TO IMPLEMENT FORMERL' ESTABLISHED PRACTICES. ` LU `!- H BMP 61230: SURFACE ROUGHENING 0 STORM DRAIN INLET PROTECTION I-40.20-00 v < Purpose: 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL 5ERVICE O BMP G233: SILT FENCE CV Surface roughening aids in the establishment of vegetative cover, reduces runoff velocity, increases infiltration, and provides for sediment Z trapping through the provision of a rough soil surface. Horizontal depressions are created by operating a tiller or other suitable equipment 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 3• - 5- (75-125nan) 2. THE BIGD SHALL HAVE A BUILT IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). PURPOSE USE OF A SILT FENCE REDUCES THE TRANSPORT OARSE 'Z as seeding, mulching, or sodding. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A TEMPORARY PHYSICAL BARRIER TO CONDITIONS OF USE: \ 8- _ 1� Dill. OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. SEDIMENT AND RDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW. SEE FIGURE z ;%/ i . 1 IIA.2.12 SILT FENCE (P.30) FOR DETAILS ON SILT FENE CONSTRUCTION. W -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. \ / 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15) . WCONDITIONS -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. - Slopes with a stable rock face do not require roughening. Lire Slake OF USE Iv - - Slopes where mowing is should not be excessively roughened. / SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTUBED AREAS. .J` planned .,/� s--1 rarx SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNFP WATER FROM GOING BENEATH, THROUGH, OR OVER THE TOP OF �'^� W Stake\\ (25 ;) osranasaM,F THE SILT FENCE, BUT SHALL ALLOW THE WATER TO FS5 THROUGH THE FENCE. ^� SILT FENCE 15 NOT INTENDED TO TREAT CONCENTFTED FLOWS, NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS V Y t (� �� aamermvaE OF OVERLAND FLOW. CONVEY ANY CONCENTRATED LOW5 THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. W O r� a � 1. Slaw rod itstata6orm tegtriras the plaoemeri am sears d 8M wl in a bere3L 3• - 5• (75-/25mrtm) drip• dug " o " a DO NOT CONSTRUCT SILT FENCES IN 5TREAM5 OR BE IN V-SHAPED DITCHES. SILT FENCES DO NOT PROVIDE AN ADEQUATE METHOD OF SILT CONTROL FOR ANYTHIN DEEPER THAN SHEET OR OVERLAND � 0 am ceriots. Runoff �n"'a0B•1° FLOW. 0 naffi not be idotveA to run rawer at iOuW rot. NOT TO SCALE �/ Z Figure II-4.2.14 rmnmaar..nEtasx JW.nHtarfabric shall bespliced! M psis. Use staples, Were rings or X � Wattles equi.ent to allsch fabric toposts m •O a s;s a� es DEPARTMENT OF Revised November 2015 27" by 14 Ga. wire or equivalent. ���� a ECOLOGY ifstandarda strength fabric please see AMp/A►wa-eel wa 9oW cpydpht.htrrY for copyright idles ntlrBrrg psis. State of Washington initaaon of iabiily, and Cstlairrter- Q04 m 15 Tracking to slope �"�"yy"yo"�y""yy�'��'„°„ a ,' /� ■e ■L ° V� copse BMP G123: PLASTIC COVERING grooves l0. � �. �� .. • JiM9T-T-------rr UbUO tdtdt seed, r7infa1l, and reduce na1oR- Q � PURPOSE: PLASTIC COVERING PROVIDES IMMEDIATE, 5HORT-TERM ER051ON PROTECTION smmmvm � i[w�f TO SLOPES AND DISTURBED AREAS. g z o V ¢ CONDITIONS OF USE: CnTracking FYo PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LE55 THAN 30 DAYS, EXCEPT AS STATED BELOW. I I 1 I 6' max I i co n o 8zzw PLASTIC 15 PARTICULARLY 4'k4'4ernch I ��aw USEFUL FOR PROTECTING GUT AND FILL SLOPES AND STOCKPILES. NOTE: THE RELATIVELY RAPID WN F M T POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM (GREATER THAN 51X u 1 1 LU ix Pact �� �Y be w a MONTHS) APPLICATIONS. - DUE TO RAPID RUNOFF CAUSED BY PLASTIC, COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE wessaaEraaw to if wire bbacking is used ,sleet equivalent<o � a S. ° ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. -eefL•rAmeamaAa GFInE QepMI arrivisoL insm UW) y 11 a?S oo�uo - PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES, REQUIRING ADDITIONAL ON -SITE �oi�a MEASURES TO COUNTERACT THE INCREASES. CREATING A TROUGH WITH WATTLE5 OR OTHER MATERIAL CAN CONVEY i MWO GLEAN WW WATER AWAY FROM THESE AREAS. - TO PREVENT UNDERCUTTING, TRENCH AND BAGKFILL ROLLED PLASTIC COVERING PRODUCTS. 2'x2' by 14 Ga- Writ or equileri. if standard strength fabnased u `_ 5U 8' five - WHILE PLASTIC, 15 INEXPENSIVE TO PURCHASE, THE ADDED COST OF INSTALLATION, MAINTENANCE, REMOVAL, AND22 oogw2 ° (150nwn) DISPOSAL MAKE THI5 AN EXPENSIVE MATERIAL, UP TO $1.50-2.00 PER SQUARE YARD. 5 a a o `°' 7/1.*-- -WHENEVER PLASTID IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE c O ozu° 3 SLOPE. THESE MEASURES INCLUDE PLA5TIC-COVERED BERMS, CHANNELS, AND PIPES USED TO COVEY GLEAN T min asw- �1 Contour Furrows RAINWATERAWAY FROM BARE 501E AND DISTURBED AREAS. DO NOT MIX GLEAN RUNOFF FROM A PLASTIC COVERED Z _ � FAaxYlalrll SLOPE WITH DIRTY RUNOFF FROM A PROJECT. ovnsrAowarWase frvWJ U' €a�z Baddi!SFINor OWNER P.PPROVAL Grooves coy falGlm deed, fertilizer,naeWemtiM, \ 1r min. \ �� reimWl, artd darease run0lf. �1.5•waMmrvrrrrm �i�p easmna_ \ 4'x4' tredt INITIAL: NOT TO SCALE MARK W. MAURER wadEc vM tattmah NM sooew ne rx2" wood :.steel A /1 O ��es fence posts, or eMrNalent NOT TO SCALE Figure II-4.1.5 Surface Roughening by Tracking and Contour Furrows INL" PrAPrAOINCTM"ST�M � &4o.m.0 Figure II-4.2.12 OF: a�,m xr.�r Silt Fence DEPARTMENT OF ECOLOGY Revised! Juno 2015 A"ROVED MR M w � � DEPARTMENT OF RevisedOtYcber2014 please see hflp.1A%vw.ecy.wa.gowbWydgM.hfntf for copyrigi mincluding ding permissions, "` °�"""'"`� ECOLOGY State of Washington g limitation d iabi' and disclalmer- liability. " http-Avm»ery. gowtopyrigYi. txtpyrigh permissiorus. Please see l wa. t*W fur t notice including State of Washingtoni limitation of fati ty. ad disclaimer.