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HomeMy WebLinkAboutPermit File 207 East Park Drive II / �� RCS � C ( (? �r/ 5 III �,�,,,,N AUG 11 2018 ` ' cz 2 i5 iG'^- '�P1"" C „s OFgNACORTES(2/11)( ttsro / 29'-34,r / 24' / 241_2" / w aa. I re 3' / 3' 6rr 5' 2" 3'-02 / G'-32' / / 14'-8" / 9'-6" / r iiir rry ro,I 4-O x 3-O XO ' b (1 ) co olc,Ffl 1 : HDR @ 6'-6 li O - -_ _..._- -_. - - -___.- -- ` L.1 > s - e. 4, I ' N 6x8DF 6x8DF , �� = r 1 3...- © a. m 3 n _ O r �, 6r 6" - m 6 82 -- -- - -- -- -- •"LT x. FANS W co 07-6CL A - � I 0 I l CO rn -. - o I x lI LO x " O I 7 O ❑ 4 Y 3 8'+/- CL 3.5 x 11.875 GLB 24F-V4 f / 111 c� N O STORAGE o g PLYWOOD FL00-,;;R U FLOOR ELEV.@ I ,II i 11r-9" 3 O 16'-10" OFF SHOP I ,1 FLOOR / , 2x6PTJ I m K - 4x4PTDF 0 _. r I ATTACH TO SLAB W/ in i s- Fn. ...1.F 36' I SIMPSON ABWZ44 AND TO SHOP \ BEAM ABOVE W/SIMPSON N aU PROVIDE A 4" MIN CONC. SLAB HTP37Z SLOPE DOWN OVER A MIN. 6" COMPACTED SOIL 1 3 . - 43-6 �� 41 -6" — 41 -6" 41 6" Kir I th., . 42_6rr I U PROVIDE A MIN. 2" I a,a a. SLOPE TO DRAIN �� a. 0 o 11' s" © O I M 8 2 Z -m s rt CO ,Ik ii p4_ 331 j (9 i -- - __. _._ -_._- - __- - _ - -_ - _ _ - _ ___. 4 _ , , 2 = m'o v (NI ! 1 wwZ c,o gi o. lb 1 I .. — .-. Cr ifl(7) L&IRPci- 1 • 1 N V - I 0 13-0 ' I V • - - to i I` rni _ 5 © / \ in Z Z 12' x 131-6" OHD W/ I Q 5' 6rr AUTO OPENER 5'-6' Z J o 1 3` © 1 3 Q 1 . 3.5 x 11.875 PSL 2.2E `I -- O: J J � n ir O O Z z 10�' 12r 3rr 5' 112' 22 Z .,-1Q- / 12'-3" / Gr_0_rr / O ® i © © / 21_6rr T N ROOF FRAMING PLAN WALL FRAMING PLAN FOUNDATION PLAN I 0 ILLL LPL Y4" = v_ 0" y4, = v_ 0" >4" = 11_0" O Q O ROOF FRAMING NOTES WALL FRAMING NOTES FOUNDATION PLAN NOTES LLf ® Y2":12 BCI 90 2.0 @ 16" on center. ® 2x6 Ext. wall framing spaced at 16" on center O and # 4 bar6" thick cerete @ 18 O.C!hori obntal�uunless18" O.C.noted therwise.( U.N.O.) Provide 7/16" thick OSB sheathing. Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Provide 1/2" x 10" anchor bolts @ 48" O.C., Connect to wall framing with Simpson H-1 framing anchor's. Provide 7/16" thick OSB sheathing on perimeter bearing walls. and no more than 12" from ends of plates U.N.O. r Provide R- 21 insulation. Typical U. N. O. See TYPICAL WALL SECTION for details. N Safeguard 30" felt w/ SnapLoc metal roofing N O 2 2x4 Int. stud wall. Typical at Int. unless noted otherwise. CO @8 thick concrete wall with # 5 bar @ 18" O.C. vertical w N 3 2 x 6 bearing wall, studs spaced at 16" on center. Space studs at 16" on center. and # 5 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) C Provide 7/16" OSB sheathing at perimeter bearing walls. Provide 1/2" x 10" anchor bolts 48" O.C. L Q ® 4 x12 DF #2 headers. Typical unless noted otherwise. @ p 0 ® 12" HARDIE fascia board. (typical) See ROOF FRAMING PLANS for header size's. and no more than 12" from ends of plates U.N.O. LL LLI See TYPICAL WALL SECTION for details. 0_ RI to S All load bearing headers to be ® All windows and doors with glass to be 0 -I-0„ o_ 6 x 10 DF, unless noted otherwise. Low-E glazing per 2012 WSEC. © 12" wide by 6" thick concrete footing with (2) #4 bar cont. horizontal _C ® Provide 4' x 5' x 4" min. concrete pads at doorways Pour over undisturbed earth. > N_ C 30" wide by 8" thick concrete footing with (4) #5 bar cont. horizontal Z Et O Q Pour over undisturbed earth. FAN = Min. 90CFM Exhaust Fan ® Step foundation walls per elevation change as required. • VTO Vent to outside of structure = Smoke Detector ® 6" thick fiber-mesh concrete slab over a min. 6" compacted fill. Provide a min. 2" slope for drainage DESIGNED BY 1 V = Carbon Monoxide Detector Schemmer Consulting Group, PLLC © 2 x 6 DF#2 Floor Joist, attach to 3.5 x 11.875 GLB w Simpson LU26 and 360-293-9006 to 2 x 6 PT DF ledger w/ Simpson LU26Z. Attach ledger to 8" Conc. JOB NO. Stem wall w/ epoxies Simpson Titen HD Y2" x 6" @ 32" O.C. 16-060. 1 SHEET NO. 3 of 4 I CAD FILE: 16-060.1 PLOT DATE: i 10 - V - I 0 I SEE PLANS AND SNAPLOCK METAL ROOFING _ I ELEVATIONS TO VERIFY 50 YEAR MINIMUM z - I ROOF PITCH(es) OVER 30# FELT MINIMUM 12 7/16" APA RATED OSB ROOF SHEATHING (TYPICAL) 8'-2" ,' co r 1 BCI 90 2.0 11.875° 5Z LLI 5 •, CONTINUOUS ALUMINUM GUTTERS ��` —.--'BCI BLOCKING OR EQUAL ® 16" O.C. � I ce w W ig ' Y� x 12" HARDY PLANK I d FASCIA BOARDS TYPICALia, 0_ e (2) )LI 2x6 TOP, PLATES TYPICAL. LAP REQUIRED FASTENER N TIE TO EACH R W/ 1/2"1/2" HD GWB AT CEILINGS UNO 16'-1��" 03 w 'III SP CES ci N m„� 1 — — 14' 103" Q _ SEE FRAMING PLANS FOR HEADER SIZES AND 8 p5"1 '_ '.T; - LOCATIONS. 4x I0 DF TYPICAL U.N.0. PAINTED Z- OVER 5/4 x 4'HEAD TRIM AT WALL 1 _ - OPENINGS (VERIFY WITH ELEVATIONS) 11111 12'- 12-" -- y:. .. m 0 0 w w WINDOW MANUF TO BE DETERMINED I _ (TBD) PER OWNERS CHOICE 0 IL LLJ CC 0 U C U ±2x3 TAPERED SILL TRIM BOARD - OPTIONAL sin- ,.ryl 2x6 PT STUDS 0 16. 0.C. I"x4" TRIM BOARDS TYPICAL AROUND ALL WALL WALL r�, AT EXTERIOR WALLS. 6,-57n _ 6'-10" -\ OPENINGS EXCEPT WHERE NOTED OTHERWISE i (INTERIOR WALLS 2x4 ® 16" O.0 U.N.O.) - - 8 2A X" GWB TYPICAL FINISH INTERIOR WALLS R-10 RIGID INSULATION TYPICAL ONLY O __ I 8'-3" SIDING AS PER ELEVATIONS TYPICAL (U.N.O. as UNFINISHED) WHERE REQUIRED AROUND PERIMETER -- I TYVEK HOUSE WRAP (or APPROVED EQUAL) OVER R-21 BAIT INSULATION OF LIVING AREA SLAB 3," APA RATED OSB WALL SHEATHING TYPICAL `I TYPICAL IN EYTERIOR WALLS I l UNLESS NOTED OTHERWISE (VERIFY WITH Il, FILICONCRETE SLAB ON COMPACTED © \ h ENGINEERING) 2x6 PT BOTTOM PLATE TOP OF CONCRETE/BOTTOM OF SILL PLATE/SIDING ° - a e " __ z o- g : a FINISH-GRADE AGAINST FOUNDATION " • x — _ -.. x� N _ _ 1/2"x10- MINIMUM ANCHOR BOLTS ® SLOPE GRADE AWAY FROM FOUNDATION ` ,. Crr _ -- _� _ - _ — _ _ - 72" OC. MAXIMUM TYPICAL (or 48" ° 7 0.C. MAXIMUM FOR BUILDINGS OVER c 0. z cc cc 50 1W0 STORIES IN HEIGHT). THERE SHALL BE A MINIMUM of (2) �\ COMPACTED FILL 21 ANCHOR BOLTS PER PLATE SECTION, /V / j ./ / 4 °� et - WITH (1) BOLT LOCATED NOT MORE THAN 12" AND NOT LESS THAN (7) �� `�AO°\ , • .•!, PROVIDE MINIMUM (2) #4 HO IZ REBAR IN TOP 12 OF FOUNDATION0 ___ O' U ,�' BOLT DIAMETERS FROM ENDS OF z WALLS UNLESS NOTED OTHER ISE ON FOUNDATION PLAN AND/OR V 0 o rn '., EACH PLATEDSEMUIMN. BOLTS 1 , I e ENGINEERING. EMBEDDED MINIMUM 7 INTO �*�-' F `Z C a CONCRETE CONTINUOUS PERIMETER FOOTINGS WITH (2) 4 REBAR CONTINUOUS (TYPICAL 5 5A > ¢rn °; $ D.N.O. ON FOUNDATION PI AND/OR ENGINEERING) BUILDING SECTION A—A 0 Z+ C'05 WALLS 24 OR LESS IN LENGTHS CONNECTING OFFSET BRACED WALL PANELS SHALL HAVE (1) ANCHOR y 2 i 0 �'ar A I _ �" = 1'-0" ® 8 �'0 BOLT LOCATED IN THE CENTER THIRD m gray ° 2 W1 MT Z M OF THE SILL PLATE, WITH WALL yi ,'. . y Q W jI W us m CORNERS FRAMED TO ADJACENT Mkt?" ` • m uy' a,'I� BRACED WALL PANELS PER FIGURE F R • u /' W •Gip BOTTOM OF FOOTINGSR602,10.5. ° • AUG 17 2016 8 � m WALLS 12" OR LESS IN LENGTH AreI I BUILDING SECTION NOTES r . 0 1 SIN CONNECTING OFFSET BRACED WALL 4" RIGID TIGHT LINE DRAIN PANELS CAN BE CONNECTED TO THE DAYLIGHT TO APPROVED LOCATION. 0 FOUNDATION WITHOUT ANCHOR BOLTS, FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, VERTICAL STEMWALL REINFORCEMENT W Z O WITH WALL CORNERS FRAMED TO FILTER FABRIC F PROVIDE (1) VERTICAL REBAR FROM FOOTINGS AT NO MORE THAT IS INTERRUPTED BY WALL CITY OF ANACO{ TES W W W CJ a(Pi ADJACENT BRACED WALL PANELS PER ,__' '• r' 0 See Foundation, Wall Framing, Roof Framing ' a tt a ,. U, 5 , / / THAN 48 O.C. WITH A STANDARD HOOK 3 CLEAR OF OPENINGS (DOORS, WINDOWS, 4" RIGID PERF. FOOTING DRAIN WITH - - BOTTOM-OF-FOOTING AND EXTEND UP INTO THE STEMWALL ACCESS PANELS, etc.) MUST HAVE a W o FIGURE R60210.5. - 12" Z= WW o s 12" MINIMUM OF DRAIN ROCK COVER. / / THE LESSER OF 2" CLEAR'OF THE TOP OF THE WALL AND ADDITIONAL VERTICAL REINFORCEMENT and Elevation Plans for additional requirements. �. W N K co: o ALL ANCHOR BOLTS ALONG BRACED. DAYLIGHT TO GRADE. TYPIC UNLESS NOTED 14" UP INTO THE STEMWALL. OF THE SAME SIZE PLACED WITHIN WALL LINES REQUIRE 1/4"x3"x3" VERTICAL REINFORCEMENT GRADE 60 MINIMUM. 12" OF EACH SIDE OF THE WALL OTHE ISE ON FOUNDATION OPENING. 6" " STEEL PLATE WASHERS U.N.O. ON PLANID/OR ENGINEERING SEE TABLE R404.1.1(5). O thick concrete wall with # 4 bar @ 18 O.C. vertical ENGINEERING. PROPERLY SIZED CUT (WHEN ADDITIONAL VERTICAL REINFORCEMENT IS REQUIRED IN WASHERS ARE PERMITTED FOR FOOT( 5 TO REST ON THE STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM and # 4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) REV!""'�' � ANCHOR BOLTS IN WALL LINES NOT UNDISRBED SOIL FOOTINGS WITH THE ADDED VERTICAL REBAR. VERIFY „ „ ,r A�"( ..--__ CONTAINING BRACED WALL PANELS SPACINGS WITH FOUNDATION PLAN, FOUNDATION NOTES, AND Provide 1/2 x 10 anchor bolts @ 48 O.C., `. ----- ---OR IN BRACED WALL LINES. ENGINEERING). - �._-.._-. and no more than 12" from ends of plates U.N.O. W See TYPICAL WALL SECTION for details. ;Sy TY9 CAL WALL SECT 0\ Z J 3 8" thick concrete wall with # 5 bar @ 18" O.C. vertical Q O SCALE 3/4' _ , -o and # 5 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) I 0 NOTES AT TYPICAL WALL SECTION(S) ARE TYPICAL FOR ALL Provide 1/2" x 10" anchor bolts @ 48" O.C., cc CROSS-SECTIONS AND DETAILS EXCEPT WHERE NOTED OTHERWISE. W and no more than 12" from ends of plates U.N.O. Z (_) _ See TYPICAL WALL SECTION for details. O al CO 4" min. Fibermesh concrete slab F— J (I) 0 Backfill to provide natural drainage away from structure. W Q — ® 4" perfer. footing drain continuous @ perimeter. CO C Provide a 4" tight line roof drain. System to drain to an approved location. 0 3 05 Continuous 12" wide by 6" thick footing w/ (2) # 4 bar Z HOLD DOWNS 53 30" wide by 8" thick concrete footing with (4) #5 bar cont. horizontal 0 0 DN SHEARWALL SCHEDULE Mark# Type Pour over undisturbed earth. 0 Ld_ Mark# Sheathing Nailing Notes GSimpson MSTC52 - FLOOR TO FLOOR 3 > H O CO I— 7/16"Structural Grade II OSB 1 PACE 8d Common or 10d Box @ 6" 1,2, 6, 9 © 2X PT sill, bolted to foundation wall ( See TYPICAL WALL SECTION for details) I— CO O2 Simpson MST48 between floors or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field © 2 x 6 exterior stud wall framing spaced at 16" on center. O % Simpson HDU2- SDS2.5 W/ SSTB20 & (2) STUDS 2 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 4" 2,3, 6,9 Provide (2) top plates with splices a min of 48" apart. or Structural Grade II CDX plywood o,c. panel edges, 12"o.c.field OR STHDI ORJ Provide 7/16" OSB sheathing at perimeter walls. 44 Simpson HDUS- SDS2.5 W/ SSTB24 & (2) STUDS OPTIONAL Provide R 21 insulation at perimeter walls. O 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box 3" @ 2, 3, 7, s ORSTHD14RJ or Structural Grade II CDX plywood o,c. panel edges, 12"o.c.field N % Simpson HDU8- SDS2.5 W/ SSTB28 &4x6 POST 8 6 x 8 DF#2 headers at bearing walls unless noted otherwise. O 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 2" 2, 3,4, 8,9 ',. or Structural Grade II CDX plywood o,c. panel edges, 12"o.c.field % Simpson HDU14- SDS2.5 W/ SB1x30 $ 6x6 POST See ROOF FRAMING PLANS for header size. CO > 7/16"Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 4" 1.— COi . O or Structural Grade II CDX plywood o,c. panel edges, 12"o.c.field 2,3,4,8,9 O Simpson MSTC72 `9 BCI 90 2.0 11.875 Roof Rafters @ Y2" : 12 pitch O > 0 § II O 2,3,4,8,9 7/16"Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 3" % Simpson HDU11 - SDS2.5 W/SB1x30 & 6x6 POST Spaced at 16" on center and connected to wall framing with Simpson L 6 I 1._or Structural Grade II CDX plywood o,c. panel edges, 12"o.c.field H-1 framing anchors. See ROOF FRAMING PLAN for additional information. Q- CO 0) 99 Simpson STHD14RJO +� O O 8d Common or 10d Box @ 2" Provide 7/16" thick OSB sheathing. f L.- d i 7/16"Structural Grade II OSB 2 FACE 2, 3,4, 8,9 ^^11 or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field 10 Simpson STHD14 I W LLI 0OPTIONAL - R-49 loose fill blown insulation. Maintain 1" min. ventilation space I -� ti 0 SHEARWALL NOTES: 11 Simpson EPB86 and provide PVA paint or polyethylene sheet vapor retarder at interior side. a ��0 O c 1.ALL EXTERIOR WALLS TO BE TYPE @ U.N.O. 12 Simpson EPB66PHDG Z L.L N Q E1 12" Hardie Plank fascia, typical 2. BLOCK ALL PANEL EDGES 3. PROVIDE NOMINAL 3x FRAMING AT ABUTTING PNL. EDGES RECEIVING EDGE NAILING 12 T & G pine soffit, vented 4. PROVIDE 3x SILL PLATE 1) Stronger hold downs can be used in lieu of these. 5.OFFSET PANEL EDGES 6. PROVIDE 1/2"A.B. @ 48"O.C. W 1/4"x 3"x 3"PLATE WASHERS, OR(2) 16d @ 8"O.C. 2) See Simpson Wood Construction Connectors book for proper installation. 7. PROVIDE 1/2"A.B.@ 24"O.C.W 1/4"x 3"x 3"PLATE WASHERS. 3) 3x sill requires "SSTBL" hold downs where "SSTB" are fabled above. DESIGNED BY ConsultingGroup, PLLC 8. PROVIDE 1/2"A.B. @ 12"O.C. W 1/4"x 3"x 3"PLATE WASHERS. 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD i Schemmer Schemmer C6 9.STUDS SHALL BE SPACED NOT MORE THAN 16"O.C. WITH ALLTHREAD AND COUPLER. ,JOB NO. 16-060. 1 SHEET NO. 4 of 4 CAD FILE: 16-060.1 PLOT DATE: CELL 79 m? ;o zm o---0)1 g (,. LE 0 "LE7 E ri CITY A1N1ACO18ITES I ERVIS -LI-11: l ins 1\Pr i UJ I - m--- CO _ — -- -- -- --- ____ _ _ _ _ _ ____ __ _ Q 12'-111" °° 2 -- zU w W , a a a LE aY 0 WEST ELEVATION EAST ELEVATION y4, _ 1,_0„ Y4 = 1'_0„ I L__ Z OI az a o a <I O u t.— I o u) ,4E—I - u o v J O CS N S 0 P4 Z 5'0 W > 8 0 2 2M Z W et N = W Y O O .IT IT; la I SNAP LOCK METAL ROOFING OVER 1 / SAFEGUARD 30 # FELTNil- - s 7 Z I - 12" HARDIE PLANK FASCIA, TYPICAL I 1 - -- I J o � WHITE VINYL LOW-E WINDOWS LANK SIDING — 1 -5/4 x 4 PRIMED SPRUCE _ _ -_ CORNER BOARDS, TYP. I I 1 SOUTH ELEVATION NORTH ELEVATION y," = 1'-0" _ y4„ = 1,_0„ N N co co a) op • o a • v a) a) W• o U ti (a zC NNQ DESIGNED BY Schemmer Consulting Group, PLLC 1 360-293-9006 JOB NO. 16-060. 1 [SHEET NO. 2 of 4 CAD FILE: 16-060.1 PLOT DATE: