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HomeMy WebLinkAboutPlansN FOUND 05 REBAR & — PLASTIC CAP L.S. 056017 C E t?aaIN1-9:P27-- NN SEPTIC UDS NE\\i c'v4 /?':i-. 1 _i ce. �r-C t ,TE PARKING --- FOUND P5 REBAR & PLASTIC CAP L.S. 03317 TWO-STORY WOOD FRAME HOUSE 1254 CO RD. 127 ECuL: kT V `r, !v, 1N er'NEP CT W000 DECK / GRAVELPR1VE c ilii; Nlri-, rL4 UTILITY POLE W/ ELECTRIC METER ABJECT PROPERTY 93,087 sq.ft. 2.137 acres IARCEL No. 2185-282-00-018 111J101 NOt5 ^',ATWAC' 1t 111 Z1PYALL Sir, TNG AND NEW 1:eke4r>iti ' k7Ti JdNS SING it 'lC- N OP .'=j E. .1•:y :R- 40 i OF€ „two Or4N ,A'jAt FTd"I 1 .;vU. -u:cr:Nc FeON rI^r> , OEEKIN E. ..,7-ur : a -9"3 o' 9 Sec Ply 10' 6 ci/d g ulreruewi3 o el e4-tica I ou9'h tN /979I t&'i/4 purred Tnne lvrspehrrrt eierAltictl F1441 ,gyrmvir 1 Plant/ A co APPROVED susJRCT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDDE? uEr Boat D/a sy EY NO INSPECTION mum - MSS PLANS ON SITE PIE of CONDITIONS 10 PONT AltSMHAVE: O 431 AND EGRESS1211N SM 2. BATHROOM VENTED INN 3. POS. DRAINAGE AMY FROM BIM O $G IM 4. ADDRESS POSTED STI, I. L7Y_'R VENTED 555 BIRE-7-10-1672/6532 flT 4°) 1- 2 -4 W/ MAX, glING57' • •z.-.7-.; LI r. • .-- ;;;--4 '1. (. I II -4 41 1r, A ' -1" re: Lz10/41 - -1;ex F, t7c.1 ; A, ro.'cr: rt. • .911T ia2;c/ talr0 L 1 ; • " ID -02e cird, 'Fat' NEUMAN • kfli L.\ 4 ji; >;:ii14';'-1. • •' 11 i 4 ;1 r ; CONSTRUCTION CO. P.O. Box 2317 • Glenwood Springs, Colorado 81602 44 - bli - . I ,j, A •-fb...2 --1--••-----=,====r g Ji Velki-ovt! Fete wm-uttchoh.Of g ni-4114-ofn r re; 4z2C41os5 Aid zoo.? .rgC, Ci/r,y / 8), M goti. Z -b I I 44. dol 9,./a • • gr,,,Aodei 290 0 cirrArC 963 ;# Isintriorni , sec ft? mot sinicluals 5/ -5.5- THE DODSON ADDITION/REMODEL 1254 COUNTY ROAD 127 GARFIELD COUNTY, COLORADO OR AF TING BLUE PRINTING. THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945 5025 DESIGN CONSULTING SOLAR EARTH SHELTERS iLLUSTRAT PON COM NO OAT! DPW UV CI( UV MEV MeV 111.4111UT 1 QF GRAPHICS 20' 2S-4" 76' w L.EGENCI: PPI STEP WALL STEP FOUNDATION STEP T 0 W = TOP OF WALL T 0 F = TOP Of FOOTING T 0 S = TOP 0F SLAB // 41_ TOW 106' 0" TOF 99' r NOTE A - Ontl 6' and epoxy ail horz rebar into existing foundation walls tTypl 4' Concrete Slab over 4" Compacted Class 6 Gravel Base TOS 100'0" TOW 100 0" TOF 97' 4" Concrete Slab over 4" Compacted Class 6 Gravel Base TOF 99' r TOS 100'0" 4" Concrete Slab over 4" Compacted Class 6 Gravel Base TOW 100' 0" Existing Crawl Space Compact Fill to Grade at 98% Max. Density 4 25'-8" 37-8" TOW 110' 0" TOW 110' 0" 3' TOW 105' 0" 4' — TOW 107' 11-112" TOF 95'8" j 4 L 1 oI aC 0 1 TOS 96'0" Existing Foundation r TOW 98'4" 6.4' 95' 8" r I 1 cm! O 42"X28"x12" Footer 141 under existing stern wall (3) i44 Long ,, *l4 12" do Cross J 0 8'6"x 30"x12" Footer under existing stem wall (3) #4 Long, 04 © 12" do Gross Existing Foundation TOW 1013' 00 Existing Foundation TOS 100'0" Existing 4" Stab Topping' Slab as needed TOW 100' 0" 0 1- I -J 0 F- 2' 2' TOW 100' 0' 1 a4' x 4' Wali Footer I ) #4 Each Way set off grade 9IS2 r 6" Concrete Slab over 4" Compacted Class 6 Gravel Base 2" Flagstone Topping See Architectural Plans Top of Finish Surface 99' 11110" kg 0 1- TOW 99' 4" Trench Dain 15'14" 1-112" Deep Sawcut made within 24 Flours Of Pour (Typ) t 1 TOW 105' 0" 6" Drill and horzfooter a rebar into House wail/ F '1TOW105'0" & 1FG 96' R, T i ) o TOW 96'1 T. 10" x4' x 4' Wall Footer 4)4/4 Each Way set /1" off grade 4" Concrete Sl.4b over 4" Compacted Mass 6 Gravel Base 1 cn TOW 99 0" 1- TOF 93' 19' TOF 97' 32' 76' 8' — 10' r— I 1 TOW 98'0" r fA 101" x4' x 4' Well Footer (41#4 Each Way set 3' loft grade. TOW 96'0" TOW 98' 0" 4" Concrete Slab over 4" Compacted Class 6 Gravel Base 2" Flagstone Topping See Architectural Plans TOW 98' 0" TOF 93' 17 I I rn 0 m os 0 0 N CNI 0 0 z 0 a -- Q c. 0 2 O a•. re N uJ C7 0. E DRAY NG B 0 Ca, 0 0 zo co 8 r o� aV�Sda QZ (970) 945-5138 FAX 945-5138 Stud Wall 2x6 16" dc on 4"x9" A Boas at 32" cic TOW 110' B'Wall Vert it4 ri1 12" de Horz #4 @ 12" c/c FF 106' 2-1ra" 11-7/8" TJI/210 © 16" cic #4 © 12' cic Each Way Set 3" Off Grade ---\\ *4 12" do Set 2" from outside face 4a Bearing 4" Blockout Elev 105' 12" Retaining Wall Vert as shown — Harz #4 12" do #6 © 6" cic Set 1 5" from ---\\ outside of wall extend 6' into footer 16"x11'6" Footer Vert. #6 @ 6" c/c Set 3" off grade Horz. #4 © 12" c/c S2 11* -6" Garage North Wall SC1',,LE '112".= 1'0" 2x12 © 16" dc 8" Retaining Wall Vert #4 @ 16" do Horz #4 © 12" dc 12" x Footer wi Vert #4 © 8"c/c extend 24" into stern wall place 3" above grade Horz *4 © 12" cic ( 2 ‘) Bedroom North Wall S2 s CAL E 1/2"--.; 1'0" Stud Wall 2x6@ 16"c/c on '"x9" A Botts at 32" dc Elev 106' 8" Retaining Wall Vert #4 © 16" di: Horz #4 © 12" do Elev 100' 4 Corlcrele Slab 10" x 42" Footer w/ Vert to 16"dc extend ---- 30" into stern wall pilaw above grade Horz. @ 12" dc C) ( 4 Master Bedroom West Wall 32 SCALE 1/2"= 1'0" 10" x 42" Footer wl Vert #4 © 16"dc extend 30" into stem vv -all place :3" above grade Horz 44 @ 12" cc 2x12 @ 16" dc Stud Wall 26@ 16" cfc on :1"x9" A Bolts at 32' cic 8" Retaining Well Vert *4 © 16" dc Horz *4 12" dc Elev 100 4" Concrete Slab 3 Master Bath North Wall S2) SCALE 1(2 = 10" 1-2x6 STUD WALL ON 2.6 TREATED PLATE w/ )" DIA x 9" ANCHOR BOLTS @ 32" dc MAX :>1.- BIT. EXPANSION JOINT 4" CONCRETE SLAB OVER \ 4" COMPACTED CLASS 6 \ GRAVEL BASE T 0 I See Foundation Plan — 8" STEM WALL *4 HOZ © 12" #4 VERT © 18'' ck. N\ -10"x16" FOOTER (3)*4 HORZ. #4 VERT © 18" dc ALT Typical Wall Footer SCALE 117" 10' T 0. SLAB 100' *17 5 0 .2.4-ed1 0 a" „ 4:› 1). 0111M, OF CO N. tki F- 41 11 0 In w (1) FOUNDATION Z 0 12. 0 w CL o 41 41o Z 111 0 w •CO CD 0 DODSON RESIDENCE THE DRAWING BOARD z Stud Wall 2x6 @ 16" do on 3"xS" A. Bolts at 32" do Elev 107"11-1!2" 8" Wall Vert #4 @ 16" do Horz #4 ©12" do -� 10"x16" FOOTER (3) #4 HORZ #4 VERT © 18" dc Stud Watt 2x6 @ 16" do on ,Y" at9" A Bolts \ at 32" do TOS 100' Elew� 1 8" Retaining Wall Vert. #4 @ 16" do Hoa #4 @ 12' do Bedroom/Garage East 3 SCALE 112"= 1'0" ©4 @ 12" do Drill and epoxy 6" into existing foolei 6" Structural Slab _#4@12"dc Each Way set 3" off grade 2" Flagstone Stud Wall 2x6 @ 16" do on :"x9" A. Botts at 32" do #4 Ties (18" into slab) @ 16" do - Dniled and epoxy to 8" Depth Elev 100' —C8-- 10" x 16" Footer Vert #4 @ 16" do Extend 24" into Stem Horz.(31 #4 2 S3, 8" Retaining Wall Vert #4 @ 16" do Horz. #4 @ 12" do Elev 96' Bedroom Inset/Garage SCALE 1/2"= 1'0" BIT EXPANSION STRIP PARTIALLY PRECUT STRIP X:" BELOW TOP EDGE AFTER POUR REMOVE 'Y" OF STRIP ANO FILL JOINT W/ Fl EXIBLE MASTIC ------\ COMPACTED BACKFILL L= 4" CONCRETE APPROACH SLAB EXTEND 3' W! VERT #4 @ 18" do (MATCH STEM WALL) HORZ (4) #4 BARS 8" STEM WALL #4 HORZ @ 12" do #4 VERT @ 18" cic 10"x16" FOOTER (3) #4 HORZ 04 VERT CO 18" dc 5 Entry Way Patio S3 %I SCALE 1/2"= 1'0" z z 99' 4" �- - ALT S3 ' • Etev al 00' GARAGE 4" CONCRETE SLAB (SLOPE ,K," PER FOOT) 1 OVER 4" COMPACTED CLASS 6 ROAD BASE 1GRAVEL T O SLAB rib • tem' 2" RIGID FOUNDATION INSULATION (OPTIONALI -- 8" STEM WALL #4 HORZ © 12" do #4 VERT .@ 18" dc T 0 FTR 10"x16" FOOTER (3) U4 HORZ #4 VERT @ 18" c)c —ALT Garage Slab Entrance SCALE 1!2"= 1'0" Pipe 3-1/2" Stcl onP1'x6x6IN, (4) "' x 8" A Bolts Elev 96' 12"21 x 8" Sona Tube to TOW TOE 95' 4" r Isolated Pad Footer SCALE 1/2"= 1'0" Etev 98' 10" x 16" Footer Vert #4@ 16" dc Extend 24" into Stem Horz (3) #4 Stud Wall 2x6 @ 16" do on "x9" A Bolts at 32" do #4 Ties (18" into slab) @ 16" do - Drilled and epoxy to 6" Depth 8" Retaining Wall Von #4 @ 16" do Horz. R4 @ 12" do Ebev 96' Garage Storage Wall SCALE 1/2"= 1'0" TOS 100' Existing Foundation Wall TOS 100' Master / Kitchen Wall �S3 SCALE 112"= 1'0" 4'x4'x12" Pad Horz (4) #4 Each Way set 3" off grade Vert (4) #4 as shown Stud Wall 2x6@ 16" c/o —� on ' "x9" A Bolts at 32" do Elev 100 #4 Ties (t8" into slab) @ 16" do - Drilled and epoxy to 6" Depth 10" x 20" Footer Vert #4 @ 16" do Extend 24" into Stem Horz (3) #4 Elev 98' 4" 12" Wall Vert #4 {h? 16" do Horz 04 @ 12" dc Pour to Earth Bev 96' 444 Garage Stairway Wall S 1" Chamfer an exposed edges SCALE 12"- 1'0" Etev 95' 11" Stud Wall 2x6 @ 16" do 7- on 4.x9" A_ Bott at 32" do Elea. 96' 8" Wall Vert. st4 @ 16" dc Horz #4 @ 12" do 10" x 16" Footer Vert #4 © 16" do / Extend 24" into Stern Horz (3) #4 ( 8 Garage/ Entry Wall S3 SCALE 1/2"= 1'0" 8" Retaining Wall Vert #4 © 16" do Horz #4 ' 12" do 0 0 w 1-- a rL c c) m Released for Permitting DESCRIPTION 3 w CL w w x to DESCRIPTION. FOUNDATION w 0 0 w 0 rn 0 Ln z w 0 LU a 0 O 0 Foundation Plan dwg DODSON RESIDENCE THE DRAWING BOARD 2 w7.1 L? O i0 O 0 0 2 OC 0. coo c x g 0 CO 0 ut (L (9 (970) 945-5138 FAX 945-5138 GENERAL NOTES DESIGN DATA. DESIGN LIVE AND DEAD LOADS DOF LOAD L . = 40 PSF (SNOW) D . = 15 PSF _OOR LOAD L L = 40 PSF D L = 12 PSF �b 1Mk C 3 sec Ru"3 ECKLOAD T L- = 60 PSF WIND LOAD -6{-MPt1 ( 3t) NPI ,NTFXPli�L THE FOLLOWING CODES AND EDITIONS WHERE USED - INTERNATIONAL RESIDENTIAL CODE Zof - 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 THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE DNDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFTEY OF ALL PERSONS ND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE MI"TED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF ONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING, AND TEMPORARY XCAVATION THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,AND SITES CONDITIONS EFORE STARTING WORK AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY ISCREP.ANCIES ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING RAWNGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE RCHITECT AND ENGINEER BEFORE PROCEEDING WITH WORK SO INVOLVED RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT AND ENGINEER EFORE PROCEEDING WITH CONSTRUCTION. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF WITH THE PPROPRIATE TRADES. NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN STRUCTURAL OMPONENTS FOUNDATION AND EARTHWORK NO SOILS REPORT WAS AVAILABLE AT THE TIME OF THE DESIGN ASSUMED MAX. BEARING 'RESSURE - 2500 PSF NO EXPANSIVE OR COLLAPSIBLE SOILS WERE ANTICIPATED ASSUMED ATERAL EARTH PRESSURE 45 PCF THE CONTRACTOR SHALL OBTAIN AND REVIEW THE SOILS 1EPORT AND FOLLOW ALL RECOMMENDATIONS THEREIN FOUNDATION DESIGN ASSUMES THAT LL RECOMMENDATIONS IN THE SOILS REPORT W1LL BE IMPLEMENTED MINIMUM DEPTH TO BOTTOM OF FOOTING SHALL BE 3'-0" BELOW LOWEST ADJACENT FINISHED ;RADE FOR EXTERIOR FOOTINGS AND V-0" BELOW FINIS IED FLOOR FOR INTERIOR FOOTINGS U.N.O ALL INTERIOR NON-BEARING. NON -SHEAR WALLS SHALL HAVE ITT PHILLIPS #81509, #12883, OR F22093 SHOT PINS @ 32" o c. INSTALLED PER 1080 #1280 I. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE AATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. i THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE BUILDING SHOULD BE SLOPED 1'0 DRAIN .AWAY FROM THE FOUNDATION IN ALL DIRECTIONS. IT IS RECOMMENDED THAT A AINIMUM SLOPE OF 12 INCHES IN THE FIRST 10 FEET IN UNPAVED AREAS, AND A MINIMUM SLOPE )F 3 INCHES IN THE FIRST 10 FEET IN PAVED AREAS BE PROVIDED. CONCRETE CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 SPECIFICATIONS =0R STRUCTURAL CONCRETE FOR BUILDINGS. NINIMUM STRENGTH F'c = 3000 PSI AT 28 DAYS 4LL CONCRETE USED IN SLABS SHALL CONTAIN 1-1/2 LB/CY OF COLLATED. FIBRILLATED 'OLYPROPYLENE 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 SONTINUOUSLY 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, MON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO 713 APPLIED PER MANUFACTURERS RECOMMENDATIONS 5 CEMENT SHALL BE PER ASTM C150, TYPEII. LOW ALKALI MIX DESIGNS: IF REQUESTED. SUBMIT rO 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 = 1.9 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" dc 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 PL.ATE, 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 PARTITIONS 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 ROOF PLYWOOD SHEATHING PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C-0. 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. FLOOR PLYWOOD SHEATHING PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D, EXPOSURE 1 FLOOR DIAPHRAGMS SHALL BE 3/4", APA RATED STUROI-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 re 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 SHEATHING, 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 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 8, F'y = 46 ksi ANCHOR BOLTS- PER ASTM SPEC. A307 BOLTS W000 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 0 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 REINFORCING STEEL 1. REBARS. DEFORMED STEEL, ASTM SPEC A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD 2. BARLAP. 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 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 12" 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-0-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 1Z' 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 245 BARS CONTINUOUS IN BOTTOM OF BEAM SPANS NOT EXCEEDING 12'-0" PROVIDE 16" DEEP BEAM WITH 245 BARS CONTINUOUS IN BOTTOM OF BEAM 145 BARS CONTINUOUS AT TOP OF BEAM. WITH #3 STIRRUPS (SINGLE LEG) AT 6" ON CENTER HORIZONTAL SPACING. BOTTOM REINFORCING SHALL BE WITHIN 3" OF THE BOTTOM OF BEAM 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' No #1 (B). FOR VERTICAL MEMBERS CONSTRUCTION JOIST AND RAFTERS BEAMS AND STRINGERS 2 x 4 STUDS No. #1 No. #1 LEDGERS 2 x 6 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 APPLICABLE CODE 5. ALL NAILS SHALL BE STANDARD COMMON NAILS. UNLESS NOTED OTHERWISE. 6 ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307. GRADE A. 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 6 C 12 TOP PLATES OF ALL WOOD STUD WALLS TO BE 2 - 2 x #2 (SAME WIDTH, OTHERWISE LAP 48" (MINIMUM) WITH NOT LESS THAN 6 - 16d NAILS E' 12" BETWEEN NAILS 0 r� w 0 a) Released for Permitting DESCRIPTION U.1 CC SPECIFICATIONS w 4 (J) a CC L z w N. n w >— Q 0 c%s co m O 0 Foundation Plan dwg DODSON RESIDENCE THE DRAWING BOARD w -71 13 ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA P SPECIFICATION AFG-01 L 0 e c zo'3 23'-1" 32' a" I ECtND; ln r,,/%% - 1� \\ \ \\ \ I' " I. �fi �1 COfr/CEp01AEH1JG 22'4 9' 1, 6' Ia' 4' 9 tX '3 Ivo - TO venni) ntr - 901A.e iu 5A9i 112/55 N1 C. O \\ \ co R mil �y� - r - EXtStiJG wM is z co / / / c Isl /4 / / 1 ---Th v v\ \ wrr�owMal \ ri,\ \ 0 i 4 r I 5 �b� ' I I 21x31 I Mitt 06 z, a- 15' i 2" 10 i — 0.6 31452 31x52 31452 I 31x6 2' 4'3 i \\ \ i KPH Chi 8211 I FRdJCN 900g_ I 2±R 61 I F I 42x41 13' — LON% ESf PM 3 °eta 0 0 4110' x 61 net) iRAke0M S3 - T 52'61 113" 3 5'� 41x21 I "!il PM) �_ ---1-41 11'" iRMUDM \� � I _ � - i ',JI I' �J i . -- II ' �I ,� "' ii 1 " I I , s -r 26'-5"6 ti rel r i y ,(/ 3 -0k .iidrr 2'31 1 4'"L 16 '1b ((�� �DWA55 GLo3Gf. �u4It17E'S+fjls —�—. _ yl „ C 1 1 1 D00D541x52 FAAYYROOM f7± i13 k ffbOzH kJ 9'-6 " 36 Pf�3 have 3-;zJJ C� 4' 24" 7c /5 Sr2fid } needy f1 delete thef JWET13=41 BAR: An area of a room that is designed to be used for serving of beverages, that may only a ly _ kitchen appliances such as a stove, oven, dishwasher or full size Q single bar sink and no standard size Counter space is limited to 25 square feet. a refrigerator. 1254 COUNTY p0AP, 127 G FFILW COUNTY, COL O 31RI1 i i/i2,7YOClLf._...-..,,.___ NV ., _ BIC �tXJIMI —3' /1/171 (3-) ma. 511-2" DAR I II 2± 461 9'40' (and srx FC 1 AE5TD�72 2±x6° 9' 4" r£ 42x42 l - C.* he4f 12'-6 " ST(X/li 32461 5' 6 ,2" 6 4'2" 14'-9 " '�21J 5' II E:0:4:9♦p KS DOOM 5111 -WS Q Q DENQi D�JG}I 1 5PJtl5LAMSerVS L ... 211.11 21111 HMNG 21x11 5� — AYAJNG ANMY 24'-3" , , 4' '2 � 42x22 LOFTRALIP4w/ ?B 41x21 FDeD W/4.1. AT EAC}f eNl7 i PEW 1Rk `LCM . TPm50M ® — ..-- 0/ T i Wag WA.I. MOW 31i 21 22161 — MX rttw N,N, i - OPEN TO DE -OW �, 19''6-1" I 20' 14' ,- i 31x21 / ... MTV II'48' 5±x61 N. i NOTES i I. EXWSWMY WN.15 TO DE ft o, alf CO 91" 2. ustwwwoo6 TO re Rit/ao i 22x 61 raw 31x61 311.61 31x61 31161 N. N. N. \ 31461 \ 31x21 FIXED 31x61 RV POW FM MP FDeW FDW l '2 �PsP-10-1,i m 1 lets reg.,. del - 690 16 it* 32' i 25'0 CortfhuJiox 8D6 hAb 3A6 %Zetn y Pef//Aided filed y" `! 41 CON5XflON PW(fl4kd /26 UPPR ftOO PLAN 5heet rumba- 9.....0......H ���_�I 4 A2 - 11A 1Li O rym�� 2-- ASPFWLf 3tflt5 G2427.5.3CI (5035.4) Chimney termination. Chimneys for residential-type or low-heat appliances shall extend at least 3 feet (914 mm) above the highest point where they pass through S `-'.J = K \\ UC) a roof of a building and at least 2 feet (610 mm) higher than any portion of a building within a horizontal dis- E \ lance of 10 feet (3048 mm) (see Figure G2427.5.3). CC O ='� C'him- tievs for medium-heat appliances least S 0 a shall extend at 10 feet (3048 mm) higher than any portion of any building within 25 1 ` airk feet (7620 mm). Chimneys shall extend at least 5 feet (1524 mm) above the highest connected appliance draft hood outlet or flue collar. Decorative shrouds shall not be installed at the 0.5 O 511YI0 SACp 50Ce0 termination of factory-built chimneys except where such shrouds are listed and labeled for use with the specific fac- tory-built chimney system and are installed in accordance O with the manufacturer's installation instructions. 50Y.CD RLt X FEY3if Ib'-Ii' E)052,16 V.470015_ TO re VertiCtri a. r/ )tW I MRvowV1t=l.l. I24 COUNTY ROA1, 127 GAJMW COUNTY. COLVAn0 CONS'? 110N 5O[Y- fVA110N 5-18-11 i" 1' Artteaf 5tUt5 2 s/ ucol6114341.1911461 t5 SEIY&1 7 ROOM ttclieFt11tf rizjIlo i� Prawn by 1KL 511140 11/14111 CONS' 110N M51" L- VA11ON Sheet wilier Az- 5-18-H 1' 1"-f WW51MN t7 LOG & 11M1,S1 NOMAS 970-901-9875 0 V%//O/r - �Wcac� e t% - Exp cat , . - ►tw u,►rMre R.nr WOr3. 6, 6 R-f0CER4 : , ;\T11'.Nor nSRwi t SMIA ES 111 \-� \� �. .VES POCK 541.1.t5 21-6" --4 1 tl C 3 e iN Ipul WPC WIZ ' . KtEEWN15M V LGHflOLRLSE Of MO 6 X21" LLLLN.1 BEM 5{4" X224" QItamtO51PPOR(Lare tm -----4 \_______ 2 RrefR516"OL. inR5. PPE 5GPF1f PLY N-__i' Au Ca w/ ICE 8 WNE! 5-EIA DR1Wi WiY.15 5%1MVYN Mtn OITA 10 OM i1P. n Mei ` � 0 0 i. ~ s Am f e0Nd7Meg 5..le3 TYP. i" saute) amt. OwAA4re t - . 1`41111 or411 or410 is 4 S . S. is, al O. I24 COUNTY ROAR, 127 GA 11.12 COUNTY, COLMO 0 4M 3A6 CON511UC110N 5r.C110N 0 5-18-11ii= I' 41) e Pw �////// - rtW CaiE //i - EXLXIL'i CQ re D35116 IMF fris qb > It • 12 12 512 A— .. iii. �: w =S TKC / ;..1, 2" Kai Peig5t1Y FOAM 5ret amber e04117 IAaR am /1. it CON51lUCTION 5'C110N 0 3 5-18-11 4" -- I 1 lir- S1. K '• u 1 O <4. =,.:`- 7,t .2r i:. —I) 2%' a1.-711+1 • s1" ti 71! r �YY 3� • c. 1 it;; ,LdI `fl r 1z'� l Z2y CIP3) h;. 3k' i 1V;1 ;g4 ' y _1.7 i. 41 �t t 1.r ' t I 14 1 7 1 14 f 1 -r i .. _ y S�\ f&1lfr rJ., tt-'4 1•11 I 1 !:::1 f1 1i1�?C ii -J}- EtI.-Or'i( .r1 a- '7Y.,14f�r t-' `-'N1-3924. i -i -a- - _ _ 4 r = te. • •-- — 1I } Ii _ 11 11 11 '* \ II 1V' 1'! - r 1'!+ if.s, 1 fro. NN . n x vile. it '4 z'.'i', 1 1 11`�-1 r \.(11 i l�h' „.. �I 47--,1-)1 L I1 c1t .A I� 1= L _ 11 +T=.; UI I ii I r .. II E I i�t I 11 11 :I i1 1 C. I1 I I A:` II I le err 1 (-_:l., ti- ,k • New (arty(. 904 ) IMA°de) : 690 0 1 �; �1: 1I iJ1 -t'� 0,17\4, —r 1$'. '•"til ( ,.t tl-.IA 1, .1 .1" 1 :1 d..l dI r -. 41 ��� ,�—, r DRAFTING BLUE PRINTING THE DRAWINGBOARD SOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945 5025 DESIGN CONSULTING SOLAR EARTH SHELTERS COM NO DATE .' DPW •V ' CK UV REV REV r SHEET OF ILLUSTRATION G P A P H I C `_ 131 1 --EE WW51- RN S17% LOG & 11MM HOW5 9/0-901-9879 W // - tat °Jinn v A _ - MING Catitt - NEW Walt F X V - EV5ING CUSE K-40 Cil.f o NalddiG J fYP, &CV 113.5%•5 FOR 216 LOCK all5 �rr WILY Rloll fiYlif n?. EX}51NGIQ I is inn Fain 5V5rtM Y II \ Nnen NWLS E GIE9f Dhhf 5 EXI5946 4il2 PR -185 f0 HNG FROM PlAt It C}if NEW H.MI 6 51EE1. rem Q.I 229 aal.NG .112515IN' k 111" 15'-6" -, FR 12Y1 FLaLO-OHalff 1 a u - AM —� t in Fa- 4"" Par -150 ON w�u. • ACJV15f 054aftt E 151NG WALLS IV Et TRAG- 1O5'•IOA" A s— 3'-921' ,, 2" FIERM r/ 2" � MING FOlrnnr>GN MEM PaY5ret 1 NIANSCU" —1/2\ i1}iiiiiEl l b �ii% i/ fii 7>3iidii%Liiii/l1/ iiiiiiiiiii�i�iiiiiiiiiiiiiiiiiiiii ii: n-� � ' -n 2" K Me =II- , f0 Et " LOMr�1E WN.L f0 BE PL13iY! Wt.110 5016 9-te n 91O fO intCarlit M5 _ SME 72910.100' I24 COUNTY ROAD, 127 GAFF ILP COUNTY. COLWO f SGFEW IMP. / , % / • , 499 E1 " 9.l® •f f aONCiE 51415 MOORf0 liXtflONA.FOOING teatatea Et POMP 10 APPONT e CONS JC�"UION SSCf10N A ROC Loflo 1004y A 5 -18 -II f"-11 WW2: • /U�����/� -M�4(ltYiE // - EX15rNG werc - FiW GONOCE FIhf WM 12 12 Z1321 JoU` IPAas AVP. al t_. \ 111 - .IIP1,h-11H' - 11116 CT7r' 4" PaY 150 014w/u K`aN6E'E v nrawn by 1KG C 'f ___ cumVW5 FLIXX war II /4, 105'- K* L CLIN,AM MAM Tit Ir RNIGNIX 2" 118,6 r/ 2' Mari PO.Y5fltEtt 100' 4"Fr FLAN ME 729-10,100' 5heet runb r M / J 99'6" ` %%X// CONS -RUC -110N 5C1 -10N 0 . hi 5 -18-II 4' E L I I —i --fir _ SIM < F- 7 MA5IER DAM - - Ik Ib0 I --I r J �J 1 1 r e r j kb ON • (3) 9 I/2 ML 1 11 fir— I r-- -L--:_ T PLY = 110'-I 3/4' CLUSf %ED u1 / tffk2 4 3Ar.11 1 63/4x1861. TT [105'-9 3/81 Hata BENT STEEL PLATE ' THICK x 6" x I8' x 6' HI644 W/ (2) Q"m EPDXY BOLTS THR1J 6" LE6 INTO GONG WALL EMBED 6' -\ NV (8) SDS25312 SCREWS THRU 18' LES INTO (5) PLY ML. SPACE EQUALLY IN (2) ROWS. • 6 3/4 x 1861. /-� r- 11 ^\ II �1 \_i JL t 7 rrt-l� I Ir -So I IL I I�-_1 '-1 C \ /\ \/ \ (3T9 Vp ML —(g -11 (9) 9 V2 69/4x24SL NOTE " PLYWOOD SHEATHING (1 SIDE OF PANTRY END WALL. ADD SOLID BLOCKING IN WALL • 6L BEAM END TO INSTALL MSTC66 STRAP. INSTALL SOLID B LOGKINS FROM TOP OF WALL TO ROOF SHEATHING. r [1111-11 ( At ROOM 7 ' n NOTE, ADD SOLID BLOGKINS IN MUDROOM WALL TO INSTALL MSTC66 STRAP. INSTALL SOLID BLOCKINS • TOP OF WALL • GARAGE WALL PLATES. r --r r I 1 I J. MID I/DOM u (105'-9 5/81 63/4x1861. [105'-9 5/81 T PLY • ICilr 105'-10 I/8" 1 NOTE: EXTEND ML TO CORNER OF WALL FLOOR PLAN NOTES: 1) ■ COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE 3) E JOIST HANGER 4) JOIST BEAR IN6 5) T GONG = BUILDING ELEVATION YY 1001-0" STEP OF CONCRETE OR PLYWOOD SURFACE �) [XxX'-XX1 BEAM ELEVATION 8) 9) 10) //T PLATE` 110'-0" • OVERFRAMIN6 DISCONTINUOUS BEAM CONTINUOUS BEAM TOP OF 2X PLATE 12) ALL SUBFLOORS TO BE 5/4'7.46 PLYWOOD GLUE -NAILED TYP UNO SEE GENERAL NOTES FOR NAILING 15) ALL COLUMNS (2)-2X6 TYP UNO 14) ALL HEADERS (2)-2X10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS NOTE: SEE G/A7 FOR LOW ROOF FRAMING. ATTACH 2x6 • 16" O.G. W/ L50 CLIP TO WALL. LAP 4 NAIL 2x4 0 16' O.G. W/ (3) 8d NAILS. ATTACH KICKER W/ (2) 5"m LAGS EACH END W/ 3" PENETRATION. NOTE: EXTEND ML TO SLULAM BEAM • 1/2" PLYWOOD SHEAR WALLS TYP • PERIME i tK U.N.O. 6x10 NOTE: ADD 2x8x CONT LEDSER LET IN 1 4" INTO STUD WALL W/ (5) 16d NAILS • 16" O.G. INTO WALL STUD'". TYP (2) WALLS • ENTRY PORCH. 7 7 —I 1 1 I L_ L utT ( \N- - See Noie, 1/2' PLYWOOD SHEAR WALL5 TYP • PERIMETER UN.O. 53 s 1 11 11 II I.I 2x6 e 16"OG O x 1 • x x N U O 'D 0 NOTE: POCKET HIGHER BEAM 2' INTO LONER BEAM d ATTACH W/ &14, x 8' ANGLED LA6 FROM ABOVE. FIELD VERIFY PRIOR. TO CONSTRUCTION. • 6 x 10 p I' r 1 NOTE, EXTEND ML TO NOTE: SEE C/A -1 FOR LOW ROOF FRAMING. ATTACH 2x6 • 16" O.G. W/ L50 CLIP TO WALL. LAP 4 NAIL 2x4 • 16" • (3) Sd NAILS. ATTACH KICKER NV (2) 4". LA65 EACH END eV 3' PENETRATION. NOTE: EXTEND ML TO CORNER OF WALL LOWER ROOD/UPPER LEVEL FLOOR FRAMIN6 FLAN ® 1/4" = 1'-0" NOTE, ALL HEAVY TIMBER BEAMS TO BE DOUG -FIR LARGI#I TYPICAL LINO DATE: ISSUE/REV: 06-09-11 PERMIT JOB 9: 11026 SCALE": 1/4" = I'-0" LOA ROOF/ UPPER LEVEL FLOOR FRAMING PLAN 52.1 1 (2) 2X10 TYP HDR Ura r r I IT I II I II I II L 1 Q I II -_L JI // I � �II �1• � � 1 � --- JII I / \ 1 / L_T--.=JL F > 1 E T-1 1 J L 7 J 1 PREFAB TRUSS •24'00 / \ / \ • / / \� ! IB1'AEY T T I ( 7 r/—� L -I 1 L 11 1 1 1 11 1 1 1 11 1 1 1 PREFAB TRUSS 11 • 24. OG J1 _ I. \ I -11 1 I /)\ 11 / rE 11 II 11 II I `I1 11 11 11 1 11 11 11 11 I� 11 11 11 11 1 � ,11 11 11 11 I II I 11 1 /'S\ 11 1 1 -II - • 1 1 1 1 1 1 L� N 6 3/4 x 24 GL EXIST'& 4x14 RAFTS i 61-0 ' O.G. (VIF) 11 111 SII 111 111 111 .44 II II II II II II II II II J L AROSE ROOM PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION TCGL e 4/49/if FIELD VERIFY EXISTING STUD WALLS t HORS. REINFORCE AS REQUIRED. COORDINATE W/ ENGINEER 4 ARCH AI -1 tK DEMOLITION OF EXISTING FlNISFE;5. H IGH ROOF Fes' AM I NCS FLAN 7-1 1 II II II II II II II (2) 2X10 TYP HDR UNO / 5 No* OM f I/2' PLYWOOD SHEAR WALLS TIP • PERIMETER V.N.O. ® 1/4" = 1'-0" FLOOR PLAN NOTES: I) ■ COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE 3J [ JOIST HANGER 4) — JOIST BEARING 5) T CONC = BUILDINS ELEVATION YY 100'-0' 6) ///l T) EXXX'-XX1 BEAM ELEVATION STEP OF CONCRETE OR PLYWOOD SURFACE 9) ID) 10 T PLATE= / 110'-0" 12)/ALL SUBFLOORS TO BE 3/4'746 PLYWOOD GLUE -NAILED TYP UNO SEE GENERAL NOTES FOR NAILING • OVERFRAMINS D ISCONTINUOUS BEAM CONTINXJUS BEAM TOP OF 2X PLATE 13) ALL COLUMNS (2) 2x6 TYP UNO 14) ALL HEADERS (2) 2x10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMEN51ONE, rNOTE: ALL HEAVY TIMBER BEAMS TO BE DOUG -FIR LARCH•I TYPICAL UNO PREFABRICATED TRUSS NOTES TCLL=40 PSF TCDL=20 PSF BCDL=10 P5F DOL=I.O ALL ARCH FOR TRUSS PROFILES 4 DIMENSIONS DATE: ISSUE/REV: 06 -09 -II PERMIT JOB 0: 11026 SCALE": 1/4" = I'—O" HIGH ROOF FRAMING PLAN 52.2 ir r.1: trt44-!,' tF t've,3?.Iry\ NEW ze.xa; rty, u , LL' tw NEW CMT Mr_ ---..Thi _ _ .... _. . OW Of -r_ PAC 212-44f3c- -7--,--,A•p; .346,'::, frIAJP.• solc--- TE71P. e•—• -•—l. t. I .•. ;1•4 • • • ' Arcs, cY) reL ; Cxf171-‘i t?_ I , I -------4 , , .--- i.,... ____ _ , . : 1 I 1 •- - ir 7 a ;--:_ _;.:,(1-.-E.' --------------__c_r___L_____,_ __ ------. 7---------._ ITAL. 17 ;E.) )141. .__P1/4tE: EtOrx Fern' -JC (/' /• r • 2%4C: s'imiriza4 nelte.7,1 2X1 t o' • czt ft" z. r- tA9r4(Th1 • k ••••Iertrevani.fisalesliella• ••••••••••-•.1 • - • 1 • ! t_ I )N (H/V1)1 • _1 4 1 • -CCNC. iEtAJNo r+441;y‘ fr-Fr: CaVhg:( f -7_71 IC ti ! e • 4 Fix; fr 7-7-1-;*' Cr t t_ -4 4\14, • it s • :71C •••••:.. • • liaasamaarma... DRAF TING BLUEPRINTING, THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945 5025 DESIGN CONSULTING SOLAR EARTH SHELTERS ILLUSTRATION G R A COM 010 DAT. DPW WY 1.7 -/- CI< EY REV MeV SHEET OP ' I1• CMT • .... _. .__P1/4tE: EtOrx Fern' -JC (/' /• r • 2%4C: s'imiriza4 nelte.7,1 2X1 t o' • czt ft" z. r- tA9r4(Th1 • k ••••Iertrevani.fisalesliella• ••••••••••-•.1 • - • 1 • ! t_ I )N (H/V1)1 • _1 4 1 • -CCNC. iEtAJNo r+441;y‘ fr-Fr: CaVhg:( f -7_71 IC ti ! e • 4 Fix; fr 7-7-1-;*' Cr t t_ -4 4\14, • it s • :71C •••••:.. • • liaasamaarma... DRAF TING BLUEPRINTING, THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945 5025 DESIGN CONSULTING SOLAR EARTH SHELTERS ILLUSTRATION G R A COM 010 DAT. DPW WY 1.7 -/- CI< EY REV MeV SHEET OP ' • --., 1 I Lit -1E or:, e I • 1 , 'T./err-II:JP- --- --... ipletT17;i Y_.‘1.Tr r; I,3 I - - --- - ztA s: ____-------7 1..6)01.7-3•41: 1.7/1C1, WCrsc:-. v„,,n4 /-/ !: •^1 r- L. -)24‘1/21.\J .; ..1.•-•• I 4-4.1 r \ ..:•,,n4Z,:)..:-, -., :. 1 t...... l -- t.- - ill :1;•:1I r . aJet L:ritt r'rets_ Min--.I1111111111•Malellflow men num t•'; Tct-' • on,C ortt: - 1 I '1;FIN. 4 • I F214: ? I., CIS 7; C ( 1 ) • 4 I EA? (ky---/ LE 1 112 - r -17 fHI 112 NEW FLA' i, Tt. r.-x/r-ST; rrtf-: THE DRAWINGBOARD • —--4 BOX 1227 GLENVVOOD SPRINGS COLORADO 81602 970-945 5025 NSULTING SOLAR EARTH SHELTERS ILLUSTRATION - /4", 7- _ raq(t- st% COM NO CT" !"-; DATE ' DASN Err c CKSV ARV REV SHEET Or I GRAPHICS ••• • IMMO -sew --- II hfd''R:_� rhe^`,- . L r k r-• ! — r -7-e-- I {I rpos ; GNC f - 7:Lt./ 1- 1 44.1)(44A -x,!i, L yrr 4-7,11' 14 C, t• FC k,N.' ' L 1 • fG I CILt tt' itch (Vt RIP) i r .,G.(vE t ? 1 ,., el/ Cr1 J, • fG I CILt tt' 7J- 'ti i ._-_- I i �Y I It r • y • 1 1..... _46_44 11 I`'L r.-- Le i Itsc L, fL''! ,\ , r/ ISI ,-t ' .r , 4447 I :- ) —4 i 1 i. 11-4 I -40 1 _•r ..k r 6 ORAF TING BLUE P R I N T I N Cl THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945 5025 DESIGN CONSULTING SOLAR EARTH SHELTERS I L L U ST R A T I D N C; R A P H I C S itch (Vt RIP) i r .,G.(vE t ? 1 7J- 'ti i ._-_- I i �Y I It r • y • 1 1..... _46_44 11 I`'L r.-- Le i Itsc L, fL''! ,\ , r/ ISI ,-t ' .r , 4447 I :- ) —4 i 1 i. 11-4 I -40 1 _•r ..k r 6 ORAF TING BLUE P R I N T I N Cl THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945 5025 DESIGN CONSULTING SOLAR EARTH SHELTERS I L L U ST R A T I D N C; R A P H I C S , rr. Ark - 1 712 .:MIDJ ' • y C:rir e'Etr. 'NYC tkt itd-c-1% rrr12.. 11/1 AL,. E— h). _ -4 STLICLO C I1QUAL. 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Si sy 1 (":1•:'::.% 11.111101.1.1.111,1111MWIMPORIMIIVO DRAFTJG BLUEPRINTING THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945 5025 DESIGN CONSULTING SOLAR EARTH SHELTERS CCM NO ORW EY CK EY REV REV ASHISET • • 0 CIF ILLUSTRATION GRAPHICS 1 17. r : i rt --1 I/ aPi i i • N EI -Nr /CC%i� ii I 11 Ma • YIN THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945 5025 COM NO DATE DAW w COC NV ASV ARV r :•HENT • • • • • ▪ OF -� k OESIGN CONSULTINC.� SOLAR EARTH S>}/ELTEAS ILLUSTRATION GPAPHIc L` LtL sz;1- • .74 K.4.1 "1" ty:71„isLE-1:. „ 71.7.:740, ) Yr.771_17,-->4T \A e: PrA571;5e.' r_f .7./ • Ci;::1'1. • .77.4 “!` V7) 501.1:;' ./ 7.-••/;E:i!n", • . • 1e::E..:7 FT/jr174.0 iviErq!!!!!EL ( • ) "4 ;;617:a ."4-7vi. Cs.7_1/.1 xr.7,1t7 - Vt • Fe.' c'N ,-7.-1-f-rA7;:,%i: NAN NQT4S ALL CONSTRUCTION TO MEET ALL APPLICABLE BUILDING CODES, CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. ALL WINDOWS LISTED TO BE EAGLE BRAND WOOD WINDOWS OR EQUAL, THERMAL -PANE, LOW E GLASS, CLAD. HEAT SYSTEM TO BE PROPANE FIRED, HOT WATER RADIANT HEAT RUN HEAT TUBES IN CONCRETE SLABS OF GARAGE AND MAIN LEVEL. RUN HEAT TUBES BETWEEN FLOOR JOISTS ON SECOND FLOORS AND ATTACH TO THE UNDERSIDE OF THE PLYWOOD, DESIGN BY OTHERS. PROVIDE DUROCK CEMENT BOARD BACKING OR EQUAL ON ALL WALLS AND SURFACES TO RECEIVE CERAMIC TILE. SEE OWNER FOR ELECTRICAL PLAN AND LAYOUT. SEE OWNER FOR ALL INTERIOR FINISHES AND HARDWARE, PROVIDE MIN.. (3) 21(10" NO. 2 DOUGLAS FIR/LARCH HEADERS W/ 14" PLYWOOD BETWEEN OVER ALL EXTERIOR OPENINGS, UNLESS NOTED OTHERWISE. STRUCTURAL AND FOUNDATION ENGINEERING BY CANYON ENGINEERING ALL FOOTERS TO REST ON UNDISTURBED SOIL BELOW FROSTLINE PROVIDE PERIMETER FOUNDATION DRAIN IN GRAVEL BED WITH FILTER FABRIC OVER AND PVC LINER UNDER, SLOPE TO DAYLIGHT, DESIGN BY OTHERS. ALL GRADES TO SLOPE AND DRAIN AWAY FROM HOUSE, ALL INTERIOR SURFACES OF EXPOSED CONCRETE WALLS TO BE FURRED- OUT VVITH 2"X4' (4/ 16.0.C., 31/Z RIGID INSULATION OR EQUAL AND W DRYWALL PROVIDE CULTURE STONE OR EQUAL ARTIFICIAL ROCK ON EXTERIOR WALLS AS INDICATED STONE TO BE INSTALLED OVER 30# FELT AND GALVANIZED METAL LATH. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS PROVIDE: GUTTERS AND DOWNSPOUTS ON ALL ROOFS PROVIDE WIRING AND JUNCTION BOXES FOR COMMERCIAL TYPE HEAT TAPE FOR ALL GU I TERS AND DOWNSPOUTS. PROVIDE BLOCKING IN WALLS AT ALL TOWEL BAR LOCATIONS. PROVIDE 1 1/';" OSB BOARD SHEATHING WITH DOW BOARD APPLIED OR EQUAL TO ALL EXISTING 2X41" EXTERIOR WALLS. SEE OWNER. SEE OWNER FOR ALL FIREPLACE AND APPLIANCE SELECTIONS, DESIGN BY (IESIPP5Z °RAF TING LA.) 1.440,v5A)ocr5 55 I i) Cee-- p ivrvz /1 -H -A -r --A0164-5 2x JeCC lz,Ifireimey1/5 GENERAL STRUCTURAL NOTES GENERAL 1 DESIGN IS BASED ON THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE. DESIGN LOADS ROOF (SNOW). LIVE LOA0=50 PSF. 2 THE CONTRACTOR SHALL BE FIESPONS1BLE FOR THE TEMPORARY SHORING AND BRACING OF ALL SYSTEMS AND PROTECTION OF AU. ADJACENT STRUCTURES 3. THE CONTRACTOR SHALL CONFIRM ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ON THE SITE FOUNDATIONS 1. ALL CONCRE FE SHALL ATTAIN 3,000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS. USE TYPE II CEMENT WITH 4% AIR ENTRAINMENT. CONCRETE AGGREGATE SHALL BE NORMAL WEIGHT (STONE). 2. ALL, SLABS ON GROUND TO BE REINFORCED WITH 6X6, Wi _4 XW1 4 WELDED WIRE FABRIC UNLESS NOTED OTHERWISE. 3 PROVIDE. SLAB CONTROL JOINTS MAXIMUM 15 EACH WAY IN SLABS ON GROUND. 4 PERFORM ALL CAST -IN-PLACE CONCRETE WORK IN ACCORDANCE wrri4 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,ACI 301-84 UNLESS OTHERWISE NOTED, PROVIDE COLD OR HOT WEATHER PROTECTION PER ACI 3S5 AND 3C6. 51. REINFORCING STEEL SHALL CONFORM TO ASTM A615 06 AND SMALLER - GRADE 40 6. HORIZONTAL REINFORCING STEEL SHALL BE MADE CONTINUOUS BY LAPPING BARS MINIMUM 32 BAR DIAMETERS ATALL SLICES AND PROVIDING CORNER DOWELS, FABRICATION AND INSTALLATION OF REINFORCING STEEL SHALL CONFORM TO ACI 315. 7 CONTINUOUS TOP AND BOTTOM BARS IN WALLS BEAMS AND GRADE BEAMS SPLICED AS FO!. LOWS. TOP BARS: AT MIDSPAN BOTTOM BARS: OVER SUPPORTS 8 PFIOV1DE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING STEEL AT POSITIONS SHOWN. TIMBER AND WOOD PRODUCTS 1 ALL TIMBER CONSTRUCTION (LIGHT AND HEAVY) SHALL CONFORM ro AITC SPECIFICATIONS, STRUCTURAL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH AS FOLLOWS: PLATES AND STUDS: 02 OR BETTER JOISTS AND RAFTERS 02 OR BETTER BEAMS, POSTS AND TIMBERS $1 OR BETTER 3 GLU - LAM FRAMING MEMBERS SHALL BE DOUGLAS FIR/LARCH AS FOLLOWS 1 FOR BEAMS PROVIDE MEMBERS CONFORMING TO AITC SYMBOL 24F -V3 OR BETTER FII:=2,400 PSI, FV vi 165 PSI, E 1,700,000 PSI). 4 ALL NAILING AND CONNECTIONS SHALL CONFORM TO THE IBC AND *ITC. REFERENCE UBC 'TABLE NO 2E1-0 NAILING SCHEDULE. 5 BOLTS FOR WOOD CONNECTORS ( E.G. JOIST HANGERS, HOLD-DOWN ANCHORS, FRAMING ANGLES, CLIPS ETC ) SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY ALTERNATE CONNECTORS WITH I.C.B.O APPROVAL MAY SE USED, NOTES CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE, VERIFY ALL SETBACKS, EASEMENTS, LOT DIMENSIONS, BEARINGS AND UTILITY LOCATIONS ON SITE, VERIFY EXACT PLACEMENT OF HOUSE ON SITE W/ OWNER AND SURVEYOR SUCH THAT HOUSE IS WITHIN SETBACKS (BUILDING ENVELOPE), VERIFY EXISTING AND PROPOSED CONTOURS ON SITE SUCH THAT THERE IS POSITIVE DRAINAGE AWAY FROM HOUSE. TOP OF FOUNDATION WALL TO BE MIN. 6* ABOVE FINISHED GRADE, VERIFY FOUNDATION WALL, SLAB AND FLOOR ELEVATIONS ON SITE, ADJUST AS REQUIRED, PROVIDE PERIMETER FOUNDATION DRAIN IN GRAVEL BED V\P FILTER FABRIC OVER AND PVC LINER UNDER, SLOPE TO DAYLIGHT 'DESIGN BY 0 NERS, ALL GRADES TO SLOPE AND DRAIN AWAY FROM HOUSE, CONTRACTOR TO REVIEW SOILS REPORT AND FOLLOW ALL RECOMMENDATIONS CONTAINED THERE IN, THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 RIV 970-945 5025 pvv BLUEPRINTING. DESIGN CONSULTING SOLAR EARTH SHELTERS ILLUSTRATION GRAPHICS