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HomeMy WebLinkAboutPlansl — ' Cop I 'i it t Ur reel -l/F��,,/''�,�, f Land Situate in Sectio U �'V FP e ,rce `or 5. Cap LS No. 28,543 r ,iit tens Comer 1:3 No. , .-jrRears S71 `'"7" 10.64' from Point for Corne 1 I DN 19°S1 q 1?, L-181.90±', CB, --.P; 09'5534'.E C1 -1a180.49' :l ti 44, Cab\ Pedcsta Stub c>,1ephonc Festal 6445 6th P;rincipal Meri .-Water /i Shut-off - Gas .Pipeline Marker 50.0' EarcImert • v; • oi f 6'f • Set Lath I�' 1; .4.-v4:171r__rr. . iG�-ICD • 25.C� YDITION 10, Township 7 South, U"<. nge:� 9 West of tan County o,, Gar, e ar State o..,Colorado 7 i \ 'M. n1, ' ti co \ \ • 'C� Allo, Lot 46 4.394 Acre" im '1 1 d rFie / Oran Ate1 f -Rebar& Cap LS No. 6643 Site Benchmark ET. •= 6458.5, Rehar & Cap LS No. '643 Witness Corner (Bears SO3329E10.31' from Point jar c:orncr) Propose Bore'Hole t 2 ,r; -op oz. -cc! ore Hole r \, :tow • 5, 0' f I Eli Irrigation. ly 1 Valve ' I !. NOTES CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. VERIFY ALL SETBACKS, EASEMENTS, LOT DIMENSIONS, BEARINGS AND UTILITY LOCATIONS DN SITE. VERIFY EXACT PLACEMENT OF HOUSE AND GARAGE ON SITE WITH OWNER AND SURVEYOR SUCH THAT HOUSE AND ROOF OVERHANGS ARE WITHIN SETBACKS OR BUILDING ENVELOPE. VERIFY EXISTING AND PROPOSED CONTOURS AND GRADING ON SITE SUCH THAT THERE IS POSITIVE DRAINAGE AWAY FORM ALL STRUCTURES. TOP OF FOUNDATION WALL TO BE MINIMUM 6" ABOVE FINISHED GRADE. VERIFY FOUDATION WALL, SLAB AND FLOOR ELEVATIONS ON SITE, ADJUST AS REQUIRED_ PROVIDE PERIMETER FOUNDATION DRAIN IN GRAVEL BED WI FILTER FABRIC OVER AND PVC LINER UNDER, SLOPE TO DAYLIGHT, DESIGN BY OTHERS AND AS REQUIRED BY THE SOILS TEST AND REPORT. ALL GRADES TO SLOPE AND DRAIN AWAY FROM ALL STRUCTURES. CONTRACTOR TO REVIEW THE SOILS REPORT AND FOLLOW ALL RECOMMENDATIONS CONTAINED THEREIN. PROVIDE DRAINAGE SWALES AS REQUIRED TO DIRECT ALL DRAINAGE AWAY FROM ALL STRUCTURES. ALL DISTURBED AREAS TO BE REVEGETATED. SEE OWNER. ' SEE OWNER FOR LANDSCAPE AND IRRIGATION PLANS. SEE OWNER FOR EXTERIOR LIGHTING PLAN AND CATALOG CUT SHEETS OF ALL EXTERIOR LIGHT FIXTURES. ALL EXTERIOR LIGHT FIXTURES SELECTED 1-0 t E LARK. SKY, r-LL,LY SKEWED DOWN LIGHTS. $E.OWNER FOR LOCATION OF ALL UTILITY METERS. neuter ianhole 35. ,1 14. 1 11, 1 4 I I1 1 26'8.43' 6455 • ! Irrigatip Valve 6; 6"R —. 3 r Stub 134. e„r5 5 12.0' Drainage r,. Easement ,/ -.a D 0 a1 15.0' Utility Irrigation Easement rTE PL4N 6avr3'`--- �w.��..............,..�..t�.:4,`-""......�•:+.cw.r'r.,:L.''►+r`s,..,,'".;:�bw^yl',',yc�i37W._'+ti::N'.�v.:�.,--5._t'•;•. ewer Manhole Set Lath (tgptcat)/ '.0 GRAPHIC SCALE +yy��o 10 20WO NM (INFEET ) 1 inch = 20 ft. See- Pe/d7/ fIf%�rrN2r14/5be /di itt 7 .47,a/re ///iiei4 PROPERTY DESCRIPTION LCT 46 SPRINGRWGE RESERVE PLANNED UNIT DEVELOPMENT, PHASE 1 RECORDED AS RECEPTION NO. 681074 COUNTY OF GARFIELD STATE OF COLORADO NOTES 1.f DATE OF THE FIELD SURVEY WAS JULY 12, 2012. 2.) CONTOUR INTERVAL. FOR THIS SURVEY IS ONE FOO! 3.) ELEVATIONS ARE BASED ON A NAVD88 ELEVATION OF 6458.5 FEET ON THE ON-SITE BENCHMARK, THE SOUTHWEST PROPERTY CORKER, A REBAR AND CAP LS NO. 26643 IN PLACE AND THE NGS MONUMENT Q158 WITH AN P.'LEVATION OF 5961.79. 4.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CUNNI' TITLE COr;IMITMEWTAND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY SERVICES, INC. OF TI -M PROPERTY SHOWN TO DETER1UNE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL. SURVEYOR'S STATEMENT 1, SHAWN BINION, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS CIF TIS; STA. HEREON.,it.4.'41-"`- DIRECa �o. IEP' .. O1X `4 COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN D ON THIS DATE JULY 16, 2012 BY ME OR UNDER MY D CHECKING THAT TILTS MAP ISA TRUE OF, 00, iKr SHAW kl - f �•e FORi: `"''�., BOQKCLTFF ° ' Y SERVICES, INC. 0 REGISTRATION NO. 38200 APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILT? I G ► EP DsW0 /'/ZHy LD COP NO INSPECTION WITHOUT THESE PLANS ON SITE page of z 0 z w z EXISTING CONDmONS SUR Lki co V) Q 2 . J Q W i= z LJ 6 (‘) 83' Lii IX I.4.1 Qca oQ 0 Ct fi'l 0 I !`P': En Scar B. 10X. SCB DATE: 7,/16;12 t PROJECT NO. 12016-01 I S1-IEET 1 OF 1 • 101/10991 BORE -10-12-2663 -2 01 2 .. l to /".4.(-41‘." r`-Tyr..cl W(!ici. tcf.: a1- _er 2 fjt rk l[ r l fi:, #ij5-4g, 4+f Set A*#thet 1V/ -cmx6-0i /161VWM 111.0 : t ar._1Pa tGi'AVEL.. - I!'L. RIPI1•lsr?', /E ETAIQ� I- s� (;iVNEF= :I1T;t 1_46zAi EDCCtiC. r.IztVe -rcl## frE:1i, 17.!..0ST) 1-0.`' :2.7- • •:` -OW WALL vl/ -.Fleet jYFC-.-fix" quos= Fi reL .)AI limper luos rift p1f''14i :' 5-t_-€ Mf*c2teai. Anil) law 1 DL,'1;_lrrl•IEr'Z . %¢Jfxl�//",cla 1�r1 o-:—my),7ilr- n 1C'Sx a�°4.'ri•r._1� 4) 1 3041 •ti tiLiu is A r` • !c' of! 241-c" 1 NOTES ALL CONSTRUCTION TO MEET ALL APPLICABLE BUILDING CODES. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. ALL WINDOWS LISTED TO BE PELLA BRAND WOOD WINDOWS OR EQUAL, THERMAL -PANE, LOW E GLASS, CLAD. SEE OWNER FOR COLOR. ALL DETACHED GARAGE WINDOWS LISTED TO BE VINYL WINDOWS OR EQUAL, THERMAL -PANE. HEAT SYSTEM TO BE GAS FIRED, HOT WATER RADIANT IN -FLOOR HEAT. DESIGN BY OTHERS. PROVIDE DUROCK CEMENT BOARD BACKING OR EQUAL ON ALL WALL SURFACES TO RECEIVE CERAMIC TILE. SEE OWNER FOR ELECTRICAL PLAN AND LAYOUT. MIN. 3)-2"x10" NO. 2 DOUGLAS FIR/LARCH HEADERS WITH W OTHERWISE_, PROVIDE ROCK VENEER OVER #30 FELT IN ALL AREAS AS SHOWN ON THE ELEVATIONS. PROVIDE 4" CONCRETE BLOCK, SET ON FOOTER FOR ROCK LEDGER. PROVIDE WIRING AND JUNCTION BOXES FOR DIRECT WIRE COMMERCIAL HEAT TAPE FOR ALL GUTTERS AND NORTH SIDE ROOF VALLEYS AS REQUIRED. SEE OWNER. PetAcal-irJS cgove SEE OWNER FOR ALL INTERIOR FINISHES. PROVIDE BLOCKING IN WALLS AT ALL TOWEL BAR LOCATIONS. ERIOR OPENINGS II 16 =Y 55 1 ,41 W,^:31-1 :e -CC:12 nrAtlH PRf N .. 1CN I t=/y• 0)' MAN11AC. to Reg g1.t•'I 4 -7-7-7771 li I (211 255•• _2`7- 13'-v/2" y 1lx3I:$ In I� 1 I _ LED 7 : r� OOOI:1wr /1 , 1 /):r_c/EN-•. q3 ¥f6r " for --c'1 w 1 :ROCK cc SE owt ZC (JAN'I rS 0 rF77(t.tM. -ll - ,- t nod -1 I'f n itt ti 1- Jo!o" 4 nit? ol :1111 --:-1- .6.;irr; sae!. .' 1! .1-1!• .DINE Z"x6"C'• 1b"O,C,. 1.T0. OD t1� zed Ott 111-i%fy'FJNaI .\\ AL_L) •' tie LN 0 „.1 N 0 J 0.41 "rt) J' J.51.= 11/2:i1 zimr 4 z 4) 3.1,32 ' - ti� / - TOP OFA 1 1n1_!1/24' .. _.41-611 G 41 ;1 ,3Cd1 :411 CONCJ LK,' ON P7??. .(TTP,.. 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Pir.E Aa- ak r?y-Lti -1 _ibis-riaL 4 0CWPIN& TO I Lir 41-ra 1�7 Caa 0 VN '1 io 0-c" '1'7 t l .Il SEE cm/Nee r ':6Yr!17 2-17".. :6" srructur--sL 11-106 ' pZ F�1X !Z''NC',.l CIF. f_:'rtrj-7 1 0 8 el U00 UR II 9WALLVI MPS .RD 111111111.111 PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTIONn T'C LL C? £/OpsJ /6> /e z o psi C sre,,,ty e S' Frh►sin p Crain = goo/ ,.Q np y Rl t. -r- IA/ 1'.t nit H.4t55 Peke) al£t,�tsl DJ 3E..C�1L.: CLOS 11 14011 1 FLAN -.327G-1 SO FT 47 (7-a 1 r6 :Atiet leot- _ 2551 C100, the -R3, 2-z, 76 Igoe.; tie eadqm Per si-nviped 5117j wasittincliarer p Mid/ Ars 431 0 rim LU co 0 ul te CL 0 ILI v) itt r. en 7 45°.111.-Ialiti!PAAfil‘rr? 1: MATCH SIZE AND SPACING OF HORZ. WALL REINF 2" CLEAR TYP. @ CORNER BAR HORIZ. WALL REINF. (SEE WALL SECTIONS) LAP - BAR SIZE LAP (CONCRETE) LAP (MASONRY) #3 THRU #6 36x BAR 0 (18" MIN.) 40x BAR 0 #7THRU#9 40xBAR 0 4BxBAR O #10 THRU #11 54x BAR 0 TYPICAL REINFORCEMENT AT CORNER LAP S-3 REINFORCING PER PLAN ZIP STRIP ZIP STRIP CONTROL JOINT REINFORCING PER PLAN a SAW CUT CONTROL JOINT Scale: 1/2" = 1'-0 2' -/ T J U Z 1' f 1' fYQ 0 en le JO ZLL 2 TYPICAL STEP FOOTER (S-3/ Scale: 1/2" = 1-0 NOTES: 1 SLABS SHALL BE CAST IN STRIPS 10'-0" WIDE MAXIMUM WITH CONSTRUCTION JOINTS OR CONTROL JOINTS AT A SPACING EQUAL TO THE STRIP WIDTH 2. SAWCUT CONTROL JOINTS MAY BE USED IN BOTH DIRECTIONS SPACED AT 15-0" MAX (ZIP - STRIP JOINTS MAY BE USED IN ONLY ONE DIRECTION.) 3. SAWCUT JOINTS SHALL BE MADE SAME DAY AS POUR AND AS EARLY AS POSSIBLE PRIOR TO DRYING SHRINKAGE. THE JOINT SHALL BE FLUSHED WITH WATER OR AIR PRESSURE IMMEDIATELY AFTER SAWING. 4. DISCONTINUE OR PROVIDE SLIP JOINT FOR REINFORCING BARS UNDER ANY CONTROL OR CONSTRUCTION JOINT. 5.FINISHING OF CONCRETE SLAB SHALL BE DONE AFTER SURFACE BLEED WATER HAS EVAPORATED. 6. MOISTEN SUB -GRADE PRIOR TO PLACING CONCRETE. 7. APPLY MEMBRANE CURING COMPOUND TO CONCRETE IMMEDIATELY AFTER CONCRETE FINISHING OPERATION. TYP. SLAB CONSTRUCTION JOINT S -3y Scale: 1" = 1'-0 BOUNDARY NAILING (B.N ) @ BOUNDARIES & CONTINUOUS PANEL' EDGES EDGE NAILING INTERMEDIATE NAILING STAGGER PLYWOOD JOINTS SEE PLAN FOR SIZE AND SPACING OF JOISTS TYP. PLYWOOD LAYOUT S-3 Scale 1/4" = 1'-0 pe.vt k ale_ sotlt t2 -e port Ugulreet Fri Foof-IYtcJ pec.hw►. (Soo IP 2 ROWS 16d @ ir12" o.c. 2 - M=L 14TYP. 2ROWS16d@ 2ROWSY/0 12" o.c BOTH BOLTS @ 12" o.c. SIDES 3 -M=L 4 -M=L M=L SIZE AND QUANTITY PER PLAN 4 MULTIPLE MICROLAMB CONNECTIONS KS 3. Scale 1/2" - 1'-0 Y8' MIN. EDGE DISTANCE @ ALL NAILS Ys" EDGE DISTANCE AT ALL JOINTS LONG DIMENSION OF PLYWOOD TO RUN PERPENDICULAR TO JOIST MINIMUM SHEATHING SIZE TO BE 2'-0x4'-0 NOTES: 1. PLYWOOD TO BE INSPECTED PRIOR TO COVERING. 2. STAGGER NAILS WHEN SPACING IS 2" OR 2 ) " o.c. 3. SEE PLYWOOD SHEATHING NOTES STEEL BEAM PER PLAN w! 2x NAILER w/ %"0 WELD STUDS @ 32" o.c. SHEATHING OPTION I ALL FLANGE WIDTHS STEEL BEAM PER PLAN w/ 2x NAILER w/ %8'0 THRU BOLTS @ 32" o.c. STAGGERED SHEATHING OPTION II FLANGE WIDTHS 5Y2' AND GREATER NOTES: 1 WOOD PLATE TO BE DOUG -FIR #1 FREE OF TWIST AND WARP RIP PL TO MATCH FLANGE WIDTH. 2 COORDINATE SHEATHING ATTACHMENT WITH SHEATHING NOTES. TYP. NAILER TO WOOD BM S-3 Scale 1" = 1'-0 GENERAL NOTES 1. DESIGN DATA: DESIGN LIVE AND DEAD LOADS ROOF LOAD L.L. = 40 PSF (SNOW) D.L. = 15 PSF FLOOR LOAD L.L. = 40 PSF WIND LOAD 80 MPH (@ 30 HEIGHT) EXPOSURE 1009 2 THE FOLLOWING CODES AND EDITIONS WHERE USED - INTERNATIONAL RESIDENTIAL CODE (2003) - ACI BUILDING CODE (ACI 318-02) - MANUAL OF STEEL CONSTRUCTION (9TH EDITION) - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS 1991) - AITC TIMBER CONSTRUCTION MANUAL (4th EDITION) - SEAC SNOW LOAD PUBLICATION 3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO. SHORING. BRACING, AND TEMPORARY EXCAVATION. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITES CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 6. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH WORK SO INVOLVED. 7. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 8. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF WITH THE APPROPRIATE TRADES. NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN STRUCTURAL COMPONENTS. FOUNDATION AND EARTHWORK 1. DESIGN BASED RECOMMENDATIONS CONTAINED IN A GEOTECHNICAL REPORT PREPARED BY HP GEOTECH (JOB 112-235A1 DESIGN MAX. BEARING PRESSURE - 1500 PSF MINIMAL EXPANSIVE OR COLLAPSIBLE SOILS WERE ANTICIPATED ASSUMED LATERAL EARTH PRESSURE: 55 PCF. THE CONTRACTOR SHALL REVIEW THE SOILS REPORT AND FOLLOW ALL RECOMMENDATIONS THEREIN. FOUNDATION DESIGN ASSUMES THAT ALL RECOMMENDATIONS IN THE SOILS REPORT WILL BE IMPLEMENTED. 2. MINIMUM DEPTH TO BOTTOM OF FOOTING SHALL BE 3' BELOW LOWEST ADJACENT FINISHED GRADE FOR EXTERIOR FOOTINGS AND 1'-0" BELOW FINISHED FLOOR FOR INTERIOR FOOTINGS U.N.O. 3. ALL INTERIOR NON-BEARING. NON -SHEAR WALLS SHALL HAVE ITT PHILLIPS #81509, #12883, OR #22093 SHOT PINS @ 32" o.c. INSTALLED PER 1080 #1280. 4. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. 5. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE BUILDING SHOULD BE SLOPED TO DRAIN AWAY FROM THE FOUNDATION IN ALL DIRECTIONS. IT IS RECOMMENDED THAT A MINIMUM SLOPE OF 12 INCHES IN THE FIRST 10 FEET IN UNPAVED AREAS, AND A MINIMUM SLOPE OF 3 INCHES IN THE FIRST 10 FEET IN PAVED AREAS BE PROVIDED. CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. MINIMUM STRENGTH: F'c = 3000 PSI AT 28 DAYS ALL CONCRETE USED IN SLABS SHALL CONTAIN 1-1/2 LB/CY OF COLLATED, FIBRILLATED POLYPROPYLENE FIBERS (FIBERMESH) SLUMP: 4" ± 1" NO WATER SHALL BE ADDED ON SITE WHICH WILL INCREASE SLUMP TO ABOVE 5". CONCRETE TO BE MIXED PER ASTM C94 MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F. 2. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT. 3. PLACEMENT: PER ACI STANDARD 614. 4. GROUT UNDER COLUMN BASE PLATES ETC, WITH HIGH STRENGTH, NON -SHRINK. NON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO. 713 APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 5. CEMENT SHALL BE PER ASTM C150, TYPEII, LOW ALKALI. MIX DESIGNS: IF REQUESTED, SUBMIT TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE WEEK PRIOR TO FIRST CONCRETE DELIVERY. MAXIMUM WATER/CEMENT RATIO(BY WEIGHT) :W/c = 0.64 F'c = 3000 PSI AGGREGATE: PER ASTM C33, MAXIMUM 1". NO ADMIXTURES CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. GLUE LAMINATED WOOD 1. MATERIALS. MANUFACTURE. AND QUALITY CONTROL FOR STRUCTURAL GLUED LAMINATED TIMBER SHALL BE IN CONFORMANCE WITH AMERICAN LAMINATED TIMBER" AND AITC 117, "DESIGN AND MANUFACTURING". 2. GLU-LAM BEAMS, CONFORMING TO AITC 24F -V4 OR BETTER. ALLOWABLE UNIT STRESSES FOR DRY CONDITION OF USE SHALL BE: Fb = 2400 PSI. Fv = 165 PSI, Fc = 650 PSI, E = 1.8 x 10 PSI 3. MICRO -LAM (LAMINATED VENEER LUMBER) ALLOWABLE UNIT STRESSES FOR DRY CONDITION OF USE SHALL BE: Fb = 2600 PSI, Fv = 285 PSI Fc = 750 PSI E = 1.8 x 10 PSI 4. ALL EXPOSED GLU-LAM BEAMS SHALL BE SUPPLIED TO CONFORM TO EXTERIOR EXPOSED CONDITION MINIMUM NAILING SCHEDULE COMMON NAILS ARE ASSUMED IN THE FOLLOWING SCHEDULE: JOIST TO SILL OR GIRDER TOE NAIL 3 - 8d BRIDGING TO JOIST, TOE NAIL EACH END 2 - 8d 1 x 6 SUB FLOOR OR LESS TO EACH JOIST. FACE NAIL 2 - 8d WIDER THAN 1 x 6 SUB FLOOR OR LESS TO EACH JOIST.FACE NAIL 3 - 8d SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAILS 16d @ 16" c/c SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3 - 16d @ 16" c/c SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d @ 16" o.c. TOP PLATE TO STUD, END NAIL 2 - 16d STUD TO SOLE PLATE 4-8d TOE NAIL OR 2-16d END NAIL DOUBLE STUDS, FACE NAIL 16d @ 24" o.c. DOUBLE TOP PLATE, TYPICAL FACE NAIL 16d @ 16" o.c. DOUBLE TOP PLATE, LAP SPLICE 8 - 16d BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE TOENAIL 3 - 8d RIM JOIST TO TOP PLATE, TOE NAIL 8d @ 6" o.c. TOP PLATE. LAPS AND INTERSECTIONS, FACE NAIL 2 - 16d CEILING JOIST TO PLATE, TOE NAIL 3 - 8d CEILING JOIST, LAPS OVER PATRONS. FACE NAIL 3 - 16d CEILING JOIST TO PARALLEL RAFTERS. FACE NAIL 3 - 16d CONTINUOUS HEADER TO STUD, TOENAIL 4 - 8d CONTINUOUS HEADER, TWO PIECES 16d @ 16" o.c. ALONG EACH EDGE RAFTERS TO PLATE TOE NAIL 3 - 8d RAFTERS TO RIDGE BOARD TOE NAIL 3 - 8d 1" BRACE TO EACH STUD PLATE, FACE NAIL 2 - 8d 1" x 8 SHEATHING OR LESS BEARING, FACE NAIL 2 - 8d 1" x 8 SHEATHING OR LESS BEARING. FACE NAIL 2 - 8d WIDER THAN 1" x 8 SHEATHING OR LESS BEARING. FACE NAIL 3 - 8d BUILT-UP CORNER STUDS 16d @ 24" o.c. BUILT-UP GIRDER AND BEAMS 20d @ 24" o.c. @ TOP AND BOTTOM AND STAGGERED 2-20d @ ENDS AND @ EACH SPLICE REINFORCED MASONRY WALLS 1. CONCRETE MASONRY UNITS: PER ASTM SPEC. C90. GRADE N, TYPE 1 AGGREGATE SHALL CONFORM TO ASTM SPEC. C331. ALLOWABLE DESIGN STRENGTH: F'M = 1500 PSI, SPECIAL INSPECTION NOT REQUIRED. MORTAR: PER ASTM SPEC. C270. TYPE M OR TYPE S. F'C = 1800 PSI AT 28 DAYS. 2. GROUT: PER ASTM SPEC. C476 F'C = 2000 PSI AT 28 DAYS WITH PEA GRAVEL AGGREGATE AND NOT LESS THAN A 6 1/2" SACK MIX. GROUT ALL BOND BEAMS, LINTELS AND REINFORCED CELLS. MASONRY BELOW GRADE SHALL HAVE ALL CELLS GROUTED SOLID. GROUT LIFTS SHALL NOT EXCEED 4'-0" UNLESS CLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SHALL NOT EXCEED 8'-0" 3. REINFORCING: REINFORCING BARS SHALL CONFORM TO ASTM A615 -76A GRADE 40 HORIZONTAL REINFORCING SHALL BE STANDARD "DUR-O-WALL" OR AUTHORIZED EQUIVALENT SPACED @ 16" ON CENTER EXCEPT AS NOTED. VERTICAL REINFORCING SHALL BE #5 @ 32" O.C. EXTEND FULL HEIGHT OF THE WALL IN GROUTED CELLS. PROVIDE 245 VERTICAL IN GROUTED CELL AT ALL CORNERS, ENDS OF WALLS, EACH SIDE OF OPENINGS AND BOTH SIDES OF CONTROL JOINTS. LAP BAR SPLICES 40 BAR DIAMETERS. AT CORNERS AND INTER- SECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. 4. GENERAL REQUIREMENTS: PROVIDE VERTICAL CONTROL JOINTS IN ALL MASONRY WALLS @ 35'-0" MAXIMUM SPACING AS LOCATED ON ARCHITECTURAL DRAWINGS. FILL VOIDS AND GROUT CELLS SOLID FOR A DISTANCE OF 32" BELOW AND 12" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS UNLESS NOTED OTHERWISE ON PLANS 5. PROVIDE MASONRY LINTEL BOND BEAM AS FOLLOWS: SPANS NOT EXCEEDING 4'8" PROVIDE 8" DEEP BEAM WITH CONTINUOUS IN BOTTOM OF THE BEAM SPANS NOT EXCEEDING 12'0". PROVIDE 16" DEEP BEAM WITH 2 - #5 BARS CONTINUOUS IN THE BOND BEAM WITH 1 - #5 BARS CONTINUOUS AT TOP OF BEAM. BOTTOM REINFORCING SHALL BE PLACED AS CONTROLLED BY BOND BEAM UNITS (5-1/2 TYPICAL) FROM THE BOTTOM OF THE BEAM. REINFORCING STEEL 1. REBARS: DEFORMED STEEL, ASTM SPEC. A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD. 2. BURLAP: CONCRETE: 40 DIA. U.N.O. MASONRY: 45 DIA. U.N.O. OR 24" MINIMUM WHICHEVER IS GREATER. STAGGER SPLICES 3. CONCRETE PROTECTION: SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER 1" CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS 3" 4. CONCRETE EXPOSED TO WEATHER AFTER FORMING: #6 REBAR AND LARGER 2" CLEAR #5 REBAR AND SMALLER 1 1/2" CLEAR 5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH APPROVED NON-METALLIC CHAIRS. OR ANOTHER METHOD APPROVED BY THE ENGINEER. EXTERIOR WALL PLYWOOD SHEATHING PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D. EXPOSURE 1. SHEATH ALL EXTERIOR WALLS WITH 1/2". APA RATED PLYWOOD HEATHING, 20/0 WITH 8'-0" DIMENSION VERTICAL. BLOCK ALL EDGES. END JOINTS SHALL BE STAGGERED. STUDS SHALL BE 16" o.c. ATTACH PLYWOOD WITH 8d NAILS AT 6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d AT 12" o.c. FLOOR PLYWOOD SHEATHING PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D, EXPOSURE 1. FLOOR DIAPHRAGMS SHALL BE 3/4". APA RATED STURDI-FLOOR. 24" o.c. PLACED WITH 8'-0" DIMENSION PERPENDICULAR TO THE JOIST SPAN. END JOINTS SHALL BE STAGGERED. ATTACH PLYWOOD WITH APA GLUE AND AT EDGES NAIL WITH 8d NAILS AT 6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS AT 10" o.c. SHEATHING SHALL BE T & G. ROOF PLYWOOD SHEATHING PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D, EXPOSURE 1. ROOF DIAPHRAGMS SHALL BE 5/8". APA RATED SHEATHING, 40/20 PLACED WITH 8'-0" DIMENSION PERPENDICULAR TO THE JOIST, RAFTER OR TRUSS SPAN. END JOINTS SHALL BE STAGGERED. ATTACH PLYWOOD AT EDGES WITH 8d NAILS AT 6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS AT 12" o.c. SHEATHING SHALL BE T & G OR PROVIDE PLYCLIPS MIDWAY BETWEEN RAFTERS AT UNSUPPORTED EDGES. STRUCTURAL STEEL 1. ROLLED SHAPES AND PLATES: PER ASTM SPEC. A36, F'y = 36 ksi PIPES: PER ASTM SPEC. A501, F'y = 36 ksi STRUCTURAL TUBING: PER ASTM SPEC. A500, GRADE B, F'y = 46 ksi ANCHOR BOLTS: PER ASTM SPEC. A307 BOLTS WOOD CONNECTIONS: PER ASTM A307 BOLTS AT STEEL CONNECTIONS: PER ASTM A325 BOLT HOLES 1/16" GREATER THAN BOLT SIZE. ACCEPT FOR ANCHOR BOLTS WHICH ARE 3/16" GREATER THAN BOLT SIZE. U.N.O. 2. WELDING PER STANDARDS OF AMERICAN WELDING SOCIETY. ELECTRODES AWS A 5.1 E-70 SERIES. SHOP AND FIELD WELDING SHALL BE PERFORMED BY PROPERLY CERTIFIED WELDERS. 3. PAINT ALL STRUCTURAL STEEL WITH ONE SHOP COAT PRIMER OVER CLEAN METAL. 4. COPES, BLOCK AND CUTS: ALL RENTRANT CORNERS SHALL BE SHAPED NOTCH -FREE TO A RADIUS OF AT LEAST 1/2". 5. FABRICATION AND ERECTION: PER AISC MANUAL OF STEEL CONSTRUCTION DETAILING: PER AISC STRUCTURAL DETAILING 6. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO FABRICATION. STRUCTURAL WOOD 1. ALL WOOD MEMBERS SHALL BE HEM -FIR, 19% MAX MOISTURE CONTENT. MARKED BY A RECOGNIZED GRADING AGENCY 2. WOOD GRADES (UNLESS NOTED OTHERWISE): (A). FOR HORIZONTAL MEMBERS: JOIST AND RAFTERS No. #1 BEAMS AND STRINGERS No. #1 LEDGERS No. #1 (8). FOR VERTICAL MEMBERS: 2x4 STUDS CONSTRUCTION 2x6 AND LARGER STUDS No. #2 POSTS AND TIMBERS No. #1 3. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 4. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE 5. ALL NAILS SHALL BE STANDARD COMMON NAILS. UNLESS NOTED OTHERWISE. 6. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. APPLICABLE CODE. 7. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED HEM -FIR. BOLTS SHALL BE PLACED 9" FROM END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS AS NOTED. 8. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN NORMAL BOLT DIAMETER. 9. ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR ENGINEER APPROVED EQUAL. 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS. 11. PROVIDE BLOCKING OR BRIDGING PER LATEST ADDITION OF THE U.B.C. 12. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2 - 2 x #2 (SAME WIDTH AS STUDS), UNLESS NOTED OTHERWISE, LAP 48" (MINIMUM) WITH NOT LESS THAN 6 - 16d NAILS EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. 13. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION AFG-01. (NJ 11-60 0 r >- m DESCRIPTION w 0cc rn CIS a) 0 C (t c O LL. ctural Notes & General S a) SCALE: Va 0 Q o Z w DATE: 10/05/12 JOB #: 317-173 Sep. 25. 2012 C Foundation Plan.dwg /N man Residence O z 0 0 0 Lot 46 Springridge Reser C c>3 E z 03 B N 0 0 0 0 0 0 z (970) 945-5138 FAX 945-5138 A TOP EtAiTe '`-zc CIE FDF{. _ ._.Nc1tt(7.Yr-CAL:) :F=dates •- fik ay.-.— 2141 -1 T/•=M- 25 CON"f R/CC•E • ----:: vc.N-r (TYP/czL)47 to 7 44) -rr D C^ (=7•fL. / 51..IK2JJ - LINE: UE . Cigers ti .T-aN PLATE1 • _PEON.] -_ - .L.L;= V2\ [70N(N TZE-H) sc Y ,z:: Czck.i zCjvr L-. "TENT. •(T(P (C/AL.).) i1. tozic tei I ti 35.. r3c •h r }its _—^t• f.-+-'-•v_.� �.. :_.�}lam_ _ TOP. f' -L 41E. 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CETACHED G:o(��i-Y_-.:= ere -`1- I-tnNU) E'.'i •=rz/O I':A,c{�) Occe.S C.T3t( 155-) LECi-- rZ)gMi-- /-ILW O (t 1(.!-!•1' HAND . LEFT ('t'�) - Q (i7 / IWND)1 j - -1-b'1 ;D .. !?IGFMT WIND) EG= CLC '! * fzfa?-Ir /-inNc . 2/cHT l•V/ MCU 1-1,"ND . RIGHT I.4' -V LC) .17;16H1- ItANO . L5].= • 1-► ID)f�C7�=i'/� 1 L 1%L L►TE rIe2ifrCGL'45. • wefCfii-It Lott Fiec►CG1-r1SS__. tAiss)r_/-,-rr^.D C5;( -J, &ccr , • - RIGHT 1-1•=W 1) r %lzittPic = 1'G. z.srt -FIi3£AGL• 4wS:*.• ifte `L /-\rET? nth irtaaftinsio ;f` c04 tilt to b€ Sc.&atLIto (24 cct»J€t4- w't... wed) eo N ..1•Cinr7n*fr•--swm•nT VY.4C+Tainswvae-/.SSYm-n. ...e-mfrYCariefMamineoaniSaain-C--r Cr) pnN t t. j MS; os Neust. to MAizH IZ��T oG Hobo e frm of k#Acti 1 ftl-t-7 Z PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION Tett_ = garf /3CGL t- 2017,1 ROOF 50 YEAR ARCHITECTURAL FIBERGLASS SHINGLES. #30 FELT UNDERLAYMENT. ICE AND WATER SHIELD ON ALL OVERHANGS AND VALLEYS. 5/8" CDX PLYWOOD SHEATHING, "X6" MANUFACTURED ROOF TRUSSES @24" O.C., D.L.+L.L=55PSF, ESIGN AND ENGINEERING BY MANUFACTURER. ATTIC STORAGE TRUSSES WHERE SHOWN AND REQUESTED BY OWNER (VERIFY ALL LOCATIONS WITH THE OWNER). 13",,R-3. FIBERGLASS BATT INSULATION OR EQUAL. 5/8" DRYWALL. t -L -f Wtet)`cF!-1 T. VENTc )• 1 Lam' G SCK VENEER' o•vSR 4120 FELT CSCE L.1.E.V/-1-rct.ts .R.:(•LCC6TJC'-e) wirJoo\\I tin _- Y _P: %''::-I; N f2raa �occ->e '4' UNETCF . GAWAGE 1 (i r LiNE..•oe t2WF.__ tr Leo V 1f 2cc-?= . RIE .E `7 Via r _20O3E .. N r - v gcF .OVac-- :114:01=-7) A 11":01= 4l 1 Ind' WALL. Pcta CA:EV iLcc7F-_a:: I1' l4 ft! Jge { N W 1 °1 r I 1Pr CE Cf-IfC4NEY_.. I _IDDF 2r0$ S9 t7COg_ovcg \fir. ----- ----- ! • —._NrCrl. t-4! !l& CEIc. i -C- _ 'gib-:YEF12. Af2Q-11TFC.TURL\L Rf Rt toss )4L-11/41-/GHrrl 4 • L PRE—ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION 7-e tee e %OPsi Sett e ZOps(esr 119 7 LK3a-f „e/o, /B z 2, 16 i 1 JI f_.; 7/12 r C (JJLT=IJP Cp1Cr-ET r2ccff. Rr0GE' -1% ovEh! \�L c r 4 w--• . IgatAilArtt co m 71-0tt ylou IA 1! L z 2L d! . a :t40 PA .). to III1 i" GF_I1:.11'4C91{T; CEIL • ItilNE -. . Ve" J1d4C1LL1-L4M. M,12:4F I�P�116P_01J�, veitr' - —SV 161--(•_3" 21 of c. 3 ul: TS6s40Ixq. --se.): 443 nit, ibP..OP .!n2) ELeV,.. L0940!-?" _ n_ t- scea %vie t, :. 10/16 tv,w;M,_:on.O1'1t?J . GRAVEL -_ ::...---.:.- pTT4r-l� ED G,,A•?.A E C1LII-1c FTI, . J79 -L1 T• IMMS e[IL, 1 2' - - �r.•�3 \V,NGt7\V. I-ILY'o 1-111 - •r, F: /rrcr-nci• - 111 !%611 CEILING, aft? bE�L�,Jlit/I)M 5 r1/6113CZI1CLLI-F AM $nt•P-C: PRE-ENGINEERED RF TRUSSES Loll t61O" ..—) q 14'_011 22i o/t 14 Lon - -FLOOR: PLAN ► L (6 # -SCALE 1/4-11. )! d u _-Garai. 174 n CSGFFL.. Rictsa N r v ns YEAR Mr20-4 ITETTL1rc'-.L. -file- c LJk 3.a/-iji c-5/2 { HAVE ENGINEERING FOR INSPECTOR AT TIME ppOFFRAME INSPECTION recta qt i�/t p •getc- @Zo psi e5 cin4 /0' rjc ''/+br e Q3v1.S .15 sr M I2; ct- P-aZ gate -t_ :4T Et!CI I:,7a 1SS .- i iv 7.21AT-UP i"x C:sr,r--& 1� 1?cti,cRAC FRT\VCt7 1V,1 c yr;Nl..iIcts • - to Vr& t' J' 4' P�LGGK.5t_1-� _:-_•c+PLE—_l:'l--cCI • t �r !'-GAILY 1V1 -L -'I 5) A'(1!►�i C'..k.i 4.ILEVAi7CM5 •c1v>`ri=.r._°)_ . . PRE-ENGINEERED RF TRUSSES 1 IIV - 1- .-1 HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION Tett gzGc- e to nip e,4,tle 00". /et c T/tiGe ,C - 3&'. f . ;pro q ILd'. J Q k •'1 Waite 2!xc`F a5LFa :accklr :lti_l7-;'rr= n _�tlar..r_�.: AT_ -.a._ 14C*, 10. di It. JC1rsT._ _.__ #2 �j,T .c ..?:- :.z' ciae•� —=. e izrepL✓-. lArritecric t i) CL 1 F� d sc V_ & t t Lc-• . _De +frch e a( 4)1 -y e. SF 11171-1 Conn o 1240 -vide ez tgn2eer pined 5/P's gtekrers 546p dt-ft "Ny /' kerne /in/ethyl 1 - • elec /C r/ tenth •¢py /4/ /5 pepe/red Ai -Ante iarioc"ter . e/e&fn to / ,ra r/ /frnticeridi/ s fitra I reel 4e- c o/FJ,/ /0y! "_ %494 . ROOF 50 YEAR ARCHITECTURAL FIBERGLASS SHINGLES. #30 FELT UNDERLAYMENT. ICE AND WATER SHIELD ON ALL OVERHANGS AND VALLEYS. 5/8" CDX PLYWOOD SHEATHING. 2"X6" MANUFACTURED ROOF TRUSSES @24" O.C., D.L.+L.L=55PSF, DESIGN AND ENGINEERING BY MANUFACTURER. ATTIC STORAGE TRUSSES WHERE SHOWN AND REQUESTED BY OWNER (VERIFYALL LOCATIONS WITH THE OWNER). 13"1 IBERGLASS BATT INSULATION OR EQUAL. 5/8" DRYWALL. WALLS STUCCO SYSTEM, WITH ACCESSORIES, EXPANSION JOINTS, SCREEDS AND GALVANIZED METAL LATH, AS REQUIRED. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ROCK VENEER OVER #30 FELT AND GALVANIZED METAL LATH, WHERE SHOWN. SET ROCK ON 4" CONCRETE BLOCK LEDGER, WHICH BEARS ON THE CONCRETE FOOTER. SEE OWNER AND ELEVATIONS FOR LOCATIONS. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. TYVEK BUILDING WRAP OR EQUAL. '/z' CDX PLYWOOD SHEATHING. 6" SIPS WALL PANELS. (SEE OWNER). OPTIONAL 2"X6" NO.2 D.F. STUDS @16" O.C. (EXTERIOR WALLS) WITH 2"X6" SOLID BLOCKING @8' ABOVE THE FLOOR. 2"X4" NO. 2 D.F. STUDS ©16" O.C. (INTERIOR WALLS). WITH 2"X4" SOLID BLOCKING @8' ABOVE FLOOR. 6 MILL VISQUEEN VAPOR BARRIER (IF REQUIRED). '/2" DRYWALL (OPTIONAL IN DETACHED GARAGE). PROVIDE MIN. (3)-2"X10" NO.2 DOUGLAS FIR LARCH HEADERS W/1/2" PLYWOOD BETWEEN OVER ALL EXTERIOR OPENINGS, UNLESS NOTED OTHERWISE. SLAB 4" CONCRETE SLAB WITH 6X6, 10/10 WWM ON COMPACT GRAVEL. 6 MILL VISQUEEN VAPOR BARRIER. FOUNDATION %:"X9" ANCHOR BOLTS @32" O.C.. 2"X6" TREATED MUD SILL. 5" SILL SEAL. 3" CONCRETE FOUNDATION WALL W/ REINFORCING. SEE FOUNDATION PLAN, STRUCTURAL PLAN AND DETAILS BY CANYON ENGINEERING. 2" RIGID INSULATION ON INSIDE FACE OF FOUNDATION WALL. TWO COATS WATERPROOFING. (OPTIONAL). REINFORCED CONCRETE FOOTER. (SEE FOUNDATION PLAN). FOOTER AND FOUNDATION DESIGN AND ENGINEERING BY CANYON ENGINEERING. ALL ,"OOTERS TO REST ON UNDISTURBED SOIL, BELOW FROSTLINE. FOLLOW ALL RECOMMENDATIONS CONTAINED IN SOILS REPORT NO. 112235A BY HF GEOTECI-l. PROVIDE PERIMETER FOUNDATION DRAIN IN GRAVEL BED WITH FILTER FABRIC OVER AND PVC LINER UNDER, SLOPE TO DAYLIGHT, DESIGN BY OTHERS AND AS REQUIRED BY THE SOILS REPORT. SEE GENERAL STRUCTURAL NOTES. ALL GRADES TO SLOPE AND DRAIN AWAY FROM BUILDINGS AS PER SOILS REPORT REQUIREMENTS. Sec_,De-/-eC/prie ,•SSrni 7/as piye 5- 2 . a tL iii 0 e�+. • w g c2, ... W ii as 'inm ;z,...m.2o n 13- k?tc ILI W al rzo - w LU ::--10 .r�x 0 • c:)., i 5t }. ( 1 . • : ; 4 • • ••:1 . `i rw+nnenpnr Q ' . jt. otitivr -1_ vveN-r.(TYM- - - =5O_`( RT RCHITECTIJI AL l eC-AGLL'tr : 51 j1M LJ S7 Y 1'8- r le . 1 f , . :-To(? Fi./\TE.' Gnx0;_:EICC42-- .er- FI,A_Ik S LICGYj_ fob I -- . . sc.-, r.....ntr% —.Yn r,'–.- cs:rr.'. -r unl�: or' 12 f1a102. 2S, • 4/1.4(e, 1_I ".2`iXlb/IQS, C.IEO,AR. rr !11),41.2 S.. CCDAR A+ 2W' 2c, Caw- -. —EAC.F1 L r -r 2X!tS 1 • /1 ._ Ice.CF FON, . . -6444 -g r ...n- J- t.: _1::.. J,:_ :-4.C. :_t f.=....4 ..�,.2L-�. -J c=_LJv_ Zi:__,j`-4. _:LSU:: Li I . )? i 11 —TC-1-0,707:117-Fr j hg.1.1;1, y (��y - - *1. I�/ �uNE:-QF . - Q --C)U__.'_:G(teCT-4 sr -..._s7trco- • • _r._/�i1. TCP " p f= I=DN i . L� FF?N. Q 1 •-roe C I1 :4 TOP'. pLA t "_ -.:..UNC c. • cX./ L.GlR? fry 2_EL _VAt014:- (NoRrH.) i T t z 9' - Tf:Or i • t _::-.-ST[1C 7 7 - • 41-0 �EXI :a; Cao aGTEE-;_stf ' crFVA-.TIChi CL -,S-0. e2f'611:. cnn i -• , s -a -,=r, — — i-- -F �• 11mJ r WW J� IL � D E.. R to I: qj • woe: n w IX 0 W 0�' fy6e r'_ V VicCe® csi 0 c3 1• 1 2 3 4 5 6 D C B A \ \ 40' 102' TOW 6449' 6" 4' 4'-23" TOW 6450' 6" 4"CONCRETE SLAB OVER 6" FREE DRAINING GRAVEL LAYER (PER SOILS REPORT). SOS i9'-2� TOW 6448'-6%" 1 H 1 TOS 6449'-6" SLOPE SLAB Y" / FT TOWARDS GARAGE DOORS 1-1/2" DEEP SAWCUT MADE WITHIN 24 HOURS OF POUR (TYP) 4'-6" IQ$64.42:2%a— J O I/ O EN : 6) 6) POUR SLAB OVER TOP OF WALL —' 6" Slab 6,451'-0 SLOPE TO MIDDLE DRAIN LOCATION FOR THE UTILITY ROOM — 4'-6" TOW 6449' 6" TOW 6448'-6% D L --11 sl r _ 1_ --L T T — 6447,-C" 38' 12' 12' TOW 6450' 6" TOW 6450' 6 T O O 01 ap 0) a / V 'I' 4' EXTENT OF FORMING FOR UTILITY ROOM STRUCTURAL SLAB SLOPE TO MIDDLE DRAIN LOCATION FOR THE LAUNDRY ROOM 4'41 TOW 6450' 6" 1'-0" /1 9' / 12' /1' G" 3' TOF 6446'-6 LEGEND: ® STEP WALL STEP FOUNDATION T.O. W. = TOP OF WALL T.O.F. = TOP OF FOOTING T.O.S. = TOP OF SLAB 18' 24' 3'-22" Dpi hole 5015 Repo F get/tare d / f /=oc t -t w 5 1145pec-havi . I Soo ps. #1-31 8,x/2 77 HOUSE FOUNDATION PLAN SCALE: Y4" = 1'-0 1 0 2 4 38 10' J TOW 6449'-10 1 a= SLOPE SLAB Ys' / FT TOWARDS DRIVEWAY TOW 6449'-1 TOW 6450' 6" Li —sr 5 3'-4'. 4 3'-4" I v L_ TOS 6.450'-6 4"CONCRETE SLAB OVER 6" CLASS 6 COMPACTED BACKFILL. 1-1/2" DEEP SAWCUT MADE WITHIN 24 HOURS OF POUR (TYP) THICKEN SLAB TO 6" UNDER FIREPLACE - REINFORCE w #4 @ 6" dc. EXTEND 18" BEYOND. EXTENT OF FIREPLACE. t L J INCREASE SLAB REINFORCING UNDER FIREPLACE AREA TO 6" do BOTH DIRECTIONS. u) TOW 6450' 6" TOS 6,450.6 13> 1-1 Io :I 'l L 3'-4" TOW 6450' 6" TOW 6449'-10 n L_ SLOPE SLAB Ye' l FT TOWARDS DRIVEWAY TOW 6449'-10 io 14' 18' TOW 6450' 6" 21-7" r X-6" 01 io TOW 6450' 6" 4. TOW 6450' 6" TDF B44fl 50' 16' (V LD 0 O r 0_ >- m 0) c E 'co 0 N rn 03 N To CC DESCRIPTION w O House Foundation Plan w J 0 (1) 0 Z w DATE: 09/25/12 JOB #: 317-173 Sep. 25, 2012 Neuman Residence a) (0 0 0 a a) a) a) a) a) 70 0) c .c CD O J Jason & Gina Neuman B (970) 945-5138 FAX 945-5138 A D C B A T.O.F. 64501-6 r 1 2x6 STUD WALL ON 2x6 TREATED PLATE w/ Yz" DIA x 9" ANCHOR BOLTS @ 32" c/c MAX Y2" BIT. EXPANSION JOINT 4" CONCRETE SLAB OVER 4" COMPACTED GRAVEL BASE z 2 0 M 1 T.O.F. 644T-6 i II 11ILII I1 II= 1 111 1@ 0itra =11= T.O. SLAB 0_ 2" RIGID FOUNDATION INSULATION 8" STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" do 10"x20" FOOTER (3) #4 HORZ. #4 VERT. @ 18" c/c ALT. HOUSE FOOTER DETAIL S-2 6" CONCRETE SLAB EXTEND 3' wI VERT. #4 @ 18" do (MATCH STEM WALL) HORZ. (4) #4 BARS @ 12" c/c BOTH DIRECTIONS OVER 4" COMPACTED GRAVEL BASE. Scale: 112" = 11-0 T.O. SLAB VARIES W 6449'-10 COMPACTED BACKFILL 8" STEM WALL #4 HORZ. @ 12" do #4 VERT. @ 18" cic 10"x20" FOOTER (3) #4 HORZ. #4 VERT. @ 18" c/c TOW 644T-6 6" CONCRETE SLAB EXTEND 3' wl VERT. #4 @ 18" c/c (MATCH STEM WALL) HORZ. (4) #4 BARS @ 12" c/c OVER 4" COMPACTED GRAVEL BASE. T.O. SLAB 6449-6 T.O. SLAB 6451'-0 T.O. WALL 6450'-6 ALT. DIRECTION PORCH SLAB Scale: 112" = 1'-0 2 2 9 in T.O.F. 6449'-6 - - 1114IIrrII4 —1111111111.1P ?11=11=. z 2 io co 1 T.O.F. 6446'6 i 2 2x6 STUD WALL ON 2x6 TREATED PLATE wl Y2" DIA x 9" ANCHOR BOLTS @ 32" cic MAX Y2" BIT. EXPANSION JOINT 4" CONCRETE SLAB OVER 4" COMPACTED GRAVEL BASE T.O. SLAB .111.11111111111111.. 11=1411 11=.r -II-11 11— =11=11=1111 1' SEE PLAN VARIES DUE TO SLOPE 2" RIGID FOUNDATION INSULATION 8 STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @18"c/c 10"x20" FOOTER (3) #4 HORZ. #4 VERT. @ 18" cic ALT. GARAGE FOOTER DETAIL SLOPPED 6" CONCRETE SLAB EXTEND 3' w/ VERT. #4 @ 18" c/c (MATCH STEM WALL) HORZ. (4) #4 BARS @ 12" do BOTH DIRECTIONS OVER 4" COMPACTED GRAVEL BASE. 4" STEP FOR STRUCTURAL SLAB SUPPORT. TOP OF STEP WALL 6449'-10 Scale: 1/2" = 1-0 '=I1-11=11-11 '11-11-11- =II -11=11 COMPACTED BACKFILL 8" STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" c/c 10"x20" FOOTER (3) #4 HORZ. #4 VERT.@18"c/c X" BIT. EXPANSION JOINT T.O. SLAB SEE PLAN VARIES DU TO SLOPE GARAGE 4" CONCRETE SLA EXTEND 3' W/ VERT. #4 @18"c/c(MATCHS EM WALL) HORZ. (4) #4 : ' R OVER 4" COMPACT: D GRAVE BASE. 3' 3 ASPHALT DRIVEWAY (SLOPE y" PER FOOT MIN) OVER 4" COMPACTED CLASS 6 ROAD BASE GRAVEL T.O. DRIVE z 2 9 1 COMPACTED BACKFILL 2" RIGID FDN INSULATION '11-11-11=11 —JI -11-11= '=11=11=11 '=11=11.= = I�111 8" STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" do T.O. FTR. SEE PLAN 10"x20" FOOTER (3) #4 HORZ. #4 VERT. @ 18" do ALT. DIRECTION �� GARAGE ENTRY SLAB \S -2y 6" CONCRETE SLAB EXTEND 3' w/ VERT. #4 @ 18" c/c (MATCH STEM WALL) HORZ. (4) #4 BARS @ 12" c/c BOTH DIRECTIONS OVER 4" COMPACTED GRAVEL BASE. 4" CONCRETE SLAB OVER 4" COMPACTED GRAVEL BASE T.O. SLAB T O W 6447'-6I G I w Re 11=11=' 11=11=11=� 11-11=11 111=11=P'2" RIGID FOUNDATION ION ti - INSULATION 12 STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" c/c ALT. DIRECTION SLAB SUPPORT WALL S-2 X" BIT. EXPANSION JOINT 4" CONCRETE SLAB OVER 4" COMPACTED GRAVEL BASE COMPACTED BACKFILL 8" STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" do 10"x20" FOOTER (3) #4 HORZ. #4 VERT. @ 18" c/c °:II11.n11°11°11=11nll��:11 II =11=11=11=11=11=11=11=111LI.1.111111 11=I I=11-11=11=11=11=11 ---11=11=11=11=11 111.111 1114 1 a-*1(til i-a'Fad:^�i:ii4:v II II -II -r' 1=11=11=1 111 111111 OMPACTED BACKFILL 12 STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" cic TOW 64461-6 ALT. DIRECTION UTILITY ROOM SLAB S-2 Scale: 1/2" =11-0 T.O. SLAB 6450'-6 Scale: 1/2" = 11-0 8X8 WOOD COLUMN w/ SIMPSON ABU88 BASE OR EQUIVALENT. 6450'-6 12"x12 CONCRETE COLUMN FOR STONE VENEER w/ (4) #4 VERT. IN THE CORNERS & #4 HORZ. HOOPS @ 12"c/c. 6" CONCRETE SLAB EXTEND 3'w/VERT .#4@18"c/c (MATCH STEM WALL) HORZ. (4) *4 BARS @ 12" c/c BOTH DIRECTIONS OVER 4" COMPACTED GRAVEL BASE. Scale: 1/2" = 11-0 T.O. SLAB afklian!lf u=u=1r '=11=11=11= '=11=11=III II=III '=11=11 : I COMPACTED BACKFILL — 8" STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" do 10"x20" FOOTER (3) #4 HORZ. #4 VERT. @ 18" c/c T.O. SLAB VARIES SOW 6449�II COMPACTED BACKFILL — 8" STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" cJc 10"x24.75" FOOTER (3) #4 HORZ. #4 VERT. @ 18" c/c TOW 6447'-6 ALT. DIRECTION FRONT PORCH PAD S -2J Scale: 1/2" = 11-0 z 5 0 io VARIES e.1 4 '• •=.114411-11—JI- 1 11=11=11=11=P' 11=11=11=11=1 1=11=11— '.. =1 TOW 6447'-6 ALT. DIRECTION PATIO SLAB Scale: 112" =11-0 SLAB BEARING/CONFIG MAY VARY IN CERTAIN AREAS (PRIMARILY THE GARAGE LOCATIONS). T.O.W. SEE PLAN VARIES 4 1 -/ 2' 14' 52' 5 1 22' 14' 6 A m o J 6446'-6 TOF 6445-6 4 (n TDS F449'-2_ J TOW 6449' 6" 11 TOW -6448-6 2x6 STUD WALL ON 2x6 TREATED PLATE w/ Y2" DIA x 9" ANCHOR BOLTS @ 32" do MAX 34" BIT. EXPANSION JOINT 8" STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" c/c i0 M 1 4" CONCRETE SLAB OVER 4" COMPACTED GRAVEL BASE IIIMMOI F4744liF i.Zc..31� II II 11=1 1111811.p 2" RIGID FOUNDATION INSULATION 1 ALT. DIRECTION VARIES - SEE PLAN FOUNDATION WALL PAD T.O.F. 6447'-6 T.O. SLAB SEE PLAN 10"xSEE PLAN FOOTER #4 HORZ. BOTH DIRECTIONS @ 12" c/c #4 VERT. @ 18" c/c Scale: 1/2" = 11-0 -? 2' -,"- 2' 4' TOF 6445'-0 1 PROVIDE ONE BRICK TIE (BT) PER 2 FTs OF STONE Le T.O.F. 6449'-6 z 5 co 10' 4' 7/ •••=11=11=11=1L- -411=11=11=11 =11=11=11= =11.--=11=11 1111.11.11: T.O.F. VARIES J r TOS 6449' 6" SLOPE SLAB Ys' l FT TOWARDS GARAGE DOORS 1-1/2" DEEP SAWCUT MADE WITHIN 24 HOURS OF POUR (TYP) TOSSi444'-1" (V 4"CONCRETE SLAB OVER 6" FREE DRAINING GRAVEL LAYER (PER SOILS REPORT). 1 TOF 6446✓ �- TOF 6445'-6 TQG 69.49'-2 2' 2x6 STUD WALL ON 2x6 TREATED PLATE w/ X2" DIA x 9" ANCHOR BOLTS @ 32" c/c MAX Y2" BIT. EXPANSION JOINT 3' 4" CONCRETE SLAB OVER 4" COMPACTED GRAVEL BASE hill 4" CMU BLOCK OFF OF FOUNDATION FOOTER TO SUPPORT STONE ABOVE. T.O. SLAB SEE PLAN VARIES DUE TO SLOPE 2" RIGID FOUNDATION INSULATION 8 STEM WALL #4 HORZ. @ 12" do #4 VERT. @ 18" c/c 10"x20" FOOTER (3) #4 HORZ. #4 VERT. @ 18" c/c ALT. (10� STONE VENEER SUPPORT Scale: 1/2" = 1'-0 — TOW 6448'=5%" 16' TOF 6445-6 TOW 8448'-6 P r LEGEND: STEP WALL N/ STEP FOUNDATION T.O.W. = TOP OF WALL T.O.F. = TOP OF FOOTING T.O.S. = TOP OF SLAB T.O.F. 6449'-6 Mt MI =11:11=1I II; i 5 M iT.O.F. 6445'-6 3' 2' TOF 6445'-6 10' Y 471 DETACHED GARAGE FOUNDATION PLAN SCALE: Y4" = 11-0 1 0 2 4 2x6 STUD WALL ON 2x6 TREATED PLATE w/ Xz" DIA x 9" ANCHOR BOLTS @ 32" c/c MAX Yi" BIT. EXPANSION JOINT 4" CONCRETE SLAB OVER 4" COMPACTED GRAVEL BASE resalieffWaWati S, 9,7 zit T.O. SLAB SEE PLAN VARIES DUE TO SLOPE 2" RIGID FOUNDATION INSULATION 8 STEM WALL #4 HORZ. @ 12" c/c #4 VERT. @ 18" c/c 10"x20" FOOTER (3) #4 HORZ. #4 VERT. @ 18" c/c ALT. (11) DETACHED GARAGE FDN - Scale: 1/2" = 11-0 1 1 0 M draw hole sods geroil g?tr / red? fit-)- poet/ vz 9 I U 5rec froom / SOO PSf, ry N O O W 0 Release for Review DESCRIPTION & Foundation Details SCALE: Varies a Ej z W DATE: 09/25/12 JOB #: 317-173 a) 0 -o C a) 1A a) C (D E a) z 0) In o a 0 D a) a) (1) a) a) 0) -a 0) C .` 0 4 0) O J Jason & Gina Neuman