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HomeMy WebLinkAboutPlansGeneral Notes: The purpose of these drawings is to graphically depict the general nature of the work to be performed. The Contractor shall confirm dimensions and select fabrication processes and techniques prior to construction. AU construction and materials shall be in accordance with all applicable codes, ordinances, laws, permits, and contract documents. The contractor shall be responsible for the accurate placement of all new construction. The contractor shall confine his or her operations on the worksite to those areas previously agreed on with the owner. All materials stored on site shall be properly stacked and protected to prevent damage and deterioration. Failure to protect material may be cause for rejection of work. The Contractor shall review locations of light fixtures and other recessed ceiling and wall elements prior to framing for proper placement of these items. The contractor shall verify all field dimensions and conditions, and shall notify the architect of any variations from those items shown herein. The jobsite shall be maintained in a clean, ordered condition, free of debris and litter. The jobsite shall not be unreasonably encumbered with any materials or equipment. Each subcontractor, immediately upon completing each phase of his or her work, shall remove all trash and debris as a result of his or her operation. The contractor shall do all cutting, fitting or patching of his or her work that may be required to make its several parts to fit together properly. The contractor shall not endanger any other work by cutting, excavating, or otherwise altering the total work or any other part of it. All patching, repairing and replacing of materials and surfaces cut or damaged in execution of work shall be done with applicable materials so that surfaces replaced will, upon completion, match surrounding similar surfaces. Mechanical subcontractor shall be responsible for designing and installing a code compliant heating and ventilation system. Plumbing subcontractor shall be responsible designing and installing a code compliant water, drain lines, and proper venting. Electrical subcontractor shall be responsible for designing and installing a code compliant electrical system. The Contractor shall provide all necessary blocking, backing, and framing for bathroom accessories, handrails, guardrails, electrical fixtures, mechanical equipment, recessed items, and any other items, as required. Refer to truss manufacturer's submittal for truss package details. Truss manufacturer to provide pre-engineered roof trusses and floor joists to provide compliance with Structural Engineer and IRC conventional construction provisions under the following min. loading characteristics: 40 PSF Roof Snow Load, per truss manufacturer 40 PSF Floor Live Load 60 PSF Balcony Load. if applicable The Contractor shall be responsible for arranging all necessary inspections required by Garfield County prior to covering any such portions of work. Energy Compliance: (all values are minimum requirements) Ceilings and Ceilings w/ raised trusses: R -SQ ;f Walls Above Grade: R-20 Walls Below Grade R-11 Floor over unheated spaces: R-11 Slab Edge, 36" insulated: R-10 Glazing Requirement: Double Glazing HVAC Ducts: R-8 Air Leakage: Exterior joints around windows and door frames, openings between walls and foundations and between walls and roof/ceilings and between wall panels, openings at penetrations of utility services through walls, floor and roofs and all other similar types of openings in the building envelope shall be caulked, gasketed, weather stripped, or otherwise sealed to prevent in a manner approved by the Building Official. Vapor Retarder: Vapor retarders shall be installed in all non -vented framed ceilings and rafter spaces All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. (4 Johnson -Carter Architects, P.C. Rinker Residence Tract 32, Antlers Orchard Garfield County, Colorado Date: 09-06-09 0 8, C —1 t a) 2 L 0 Property Line 978.42' 2.263 SF \— single family residence p :L. K septic - deck , Id arage/, +.porch /_• • 1081-0" Tract 32 ANTLERS ORCHARD DEVELOPMENT GARFIELD COUNTY, COLORADO Property Line N 658.97' existing gravel driveway --Th Barn _y hed J well head Property Line Site Plan - Tract 32, Antlers Orchard scale: 1/64" = 1'-0" Site Plan Notes: 1. All earthwork and paving shall be done in accordance with the HP Geotech Subsoil Study dated February 25. 2005. Project number 105 115-1 2. Adequate precaution shall be taken to insure proper compactness of backfill around piping without damage to such piping. Backfill shall be free of rocks, concrete or other rubble which may damage or break pipe and should be placed in the trench in 6' layers. Suitable precautions shall be taken to insure permanent stability for pipe laid in filled or made ground. Section 306 IPC. 3. Provisions shall be made for the control and drainage of water around the building as required in soils report and Sec. R401.3. Irrigation systems should not be installed in the immediate area around the building. Drainage shall not be diverted to neighboring property. Lots shall be graded so as to drain surface water away from foundation walls. The top of the foundation wall shall set at an elevation to provide grade that shall fall a minimum of 6 inches within the first 10 feet (Section R401.3). 4. All concrete for site elements shall be mixed and placed in accordance with ACI 318 latest edition, shall develop a minimum compressive strength of 3,500 PSI at 28 days, and shall be fiber reinforced. 5. Contractor shall coordinate the site earthwork with the foundation design for over excavation and structural fill placement under the building foundation if required. APPROVED SUBJECT TO NOTED EXCEPI7ONS & INSPECTIONS GARFIELD COUNTY BUILDING DEPARTMENT Date 2 ey (Ks FIELD COPY NO INSPECTION WITFIOUT THESE PLANS ON SITE !age of Sheet Index: CVR Site pian, Notes, Index A21 Main Floor Plan A22 Lower Floor & Roof Plan A31 Building Elevations A32 Building Elevations A41 Building Sections A42 Building Sections, Wall Sections & Schedules A51 Wall Details 2,263 sq, ft. %rfp Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970)625-0580 phone (970) 625-0581 fax 634 Main, Suite 2 Grand Junction, Colorado 81501 (970) 672-0456 www.jjarch.corn Copyright 2009 1 ma 0 Qctm =4) as CD raft c gtQo M� co nit .telt ts F.20') Permit Set Construction Site Plan General Notes Date: 09-06-09 0906A-09-06-09 CVR 36 Nab aaurd rail 4'. marine A c L16 hose eoaaaeo insvl 'T• and sank p. Sm. courier b m boor drain _cean9609!Ins _ f.Y Sun Room nrporn maw. recommends 12) sated 91646 Master Bedroom caging ridge line eat eaiq 17 t .9 smoke detector ur 8 08 8 r Masten Bath §L vont per IRC T•3' ecordlnate location of plumbing for claw loot nib 1 ti i 3,4' tar closet slope Sop- to drain I 3'" All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. 4•-5"_ c i WIC Bute+t 1, 71 by ,rwnm It hfreszebged 6' 3' 7 G safety Ones reef tine 36' tegh gourd roe Covered Deck 37-0' L L =I I reat Room bellklg tkfge enc 7 7-6' r 1r 9* -9' eefetn044 1F JI 31'•11' 13 eatery glass 79'-711" r-331- 9'E' 19 —11 f -- 7 1_—x Xf 3.6" Clos wawa ahb6 4'.11y meth allntddr bin '0 N � 1s -r L_,Kitchen Dining W en en cabinets Stair Summary: Foot to floor a9'-1oltW 16 nset 82 7.38' treads,b 10.5" See notes an stairs 5 Obinvestier peke f 233• imoYe 3'S r 74)4' Stair ���_ we woad wooed air wag (5J vent per IRC wete Beset lacoustic Insulation 1-%7 ctleess *taw —_ t� row 440 ArsVW4 15-5V Guest Bedroom Clos. Hall C5� tv below 0 tem. counter wall cabinets waircalhets IrY smoke° diatacbr acpr a 1:C2, .Jtility per,R rt e'"r roof One Jr - 10-r carpet L p. lam eng, wd. , 20 BaTh vent per IRC full counter, vanity are sink ,ter water closet 02 2'-9" 1 1'$ cool line 18.104' L 1 Covered Porch steps to grade im' lig'= Livable Garage Porches/ Decks 2,263 SF 733 SF 525 SF 29 04 typo kgypsum beard sell closing hinge 20 minute 2 stops utsity Sulk 3 car garage 37.8" ;03. 02 J a Main Floor Plan scale: 1/4" = Plan Notes: 1. Rooms shall have exterior glazing of not less than 8 percent of their floor area to provide natural light in accordance with Section R303.1, or they shall be provided with artificial light per Exception 2 (Section R303.1) 2. Rooms shall be provided with natural ventilation in accordance with Section R303.1, or they shall be provided with mechanicai ventilation in accordance with Section R303.1, Exception 1 3. Light and ventilation for bathrooms, water closet compartments and similar rooms shall comply with Section R303.3. 4. Interior and exterior stair illumination shall comply with Sec. 303.6. 5. Smoke alarms shall be interconnected as indicated in Section R313.1. The power source for smoke alarms shall comply with Section R313.2. 6. Toilet, bath and shower fixtures shall be spaced as per Figure R307.2 (Section R307.1). Fireplace Notes 1. Factory -built fireplaces shall be listed and labeled and must be installed in accordance with the conditions of the listing (Section R1004.1). 2. Hearth extensions shall be installed in accordance with the factory -built fireplace listing and be readily distinguishable from the surrounding floor area (Section R1004.2). 3. Factory -built fireplaces shall be provided wish an exterior air supply in accordance with Section R1005. Garage Notes 1. Permitted openings between the garage and residence shall be equipped with 1 3/8 inch thick solid wood doors, solid or honeycomb core steel doors, or 20 -minute fire -rated doors (Section R309.1). 2. The garage shall be separated from the dwelling and its attic area In accordance with Section R309.2 3 Provide 5/8" type "x" gypsum board along walls and ceilings adjacent to living space, and wrap exposed interior structural beams and columns. 4. Ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage sheet steel or other approved material. Such ducts shall have no openings Into the garage (Section R309.1.1). 5. Provide control joints in garage floor slab at 101-0' o.c. or as otherwise specified by structural engineer. 6. Slope garage floor slab to drain toward garage doors. %to Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax 634 Main, Suite 2 Grand Junction, Colorado 81501 (970) 672-0456 www.jjarch.com Copyright 2009 wto VI au w hmi tCM)yn CD CD um- w Gs ,C) stb IS t Permit Set Construction Main Floor Plan Date: 09-06-09 0906A-09-06-09 A21 DECKING JOISTS FZc w S7/EA71IIlc HANGER ATT. w/ SCREWS INTO MM U- w/ LAGS INTO R/N ..osr 1/2"/ A; 24' % TSB FZOOR JOISTS SEE PLAN FOR SPAN DIR. DETAIL AT DECK CONNECTION SEF ARC TECIURAL FAR ADDITIONAL DETAILS NTS BALANCE OF ROOF FRAMING TO BE METAL PLATE COWNECIED WOOD TRUSSES DES7GNE0 BY OTHERS. 2x8 AT 16' o/c RAFTERS EXTEND WALL UP 10 SUPPORT RAFTERS (3) 2x8 HANGER ATT. w/ SCREWS' INTO RIM LEDGE" w/ LAGS INTO RIM JOIST 1/2'0 AT 24' % T&B DETAIL AT DECK CONNECTION SEE ARCHITECTURAL FOR ADD/NAVAL DETAILS N. T.S DECKwwc LN151S [ZOO? .5&E 4 THING HANGER ATT, w/ SCREWS /NTD R1M LEDGE w/ LAGS /NTD MAI „GIST 1/2"0 AT 24' % T&B FZ6f? JOISTS SEE PLAN FAP SPAN DTR. FRAME WALL DETAIL AT DECK CONNECITON SEE ARCMTECTURAL FCR ADDITIONAL DETAILS MIS (3) 2x10 PARTIAL ROOF FRAMING PLAN STALE• 1/4' = 11-0' SPAN DIRECTION ® INDICATES LOAD POINT, 6x6 POST 0R (4) 2x6 LAM STUDS H=8' MAX U.N.O.. 0819.. POST AT BM/. SPU ES AT CORNERS 0 1/4" MS PLATES N.S & FS 3/4'GRADE 8BGLIS 2' EDx DISTANCE. 2' MIN. C -C BOLT SPA. ROOF TRUSS/ RAFTER ROOF SHEATHING 2x ROCKING w/ 8d / % AT 6' NAKAVC TSB '11 _ .9AIPSOW 118 CONNECTORS EACH TRUSS/ RAF IRK WALL STUDS ALTERNATE CONNEC1ION DETAIL ROO? JOIST BEARING JOIST DETAIL REFER 10 MANL/FACTJRERS DIRECTIONS N.T.S HUNG JOIST DETAIL RESER 1O MANUFACTURERS LIRECTicNS MIS DBBL PLATE ROOF TRUSS/WALL CONNECTION SEE ARCHITECTURAL FAP ADDITIONAL DETAILS M. IS WALL STUDS WALL PLATE RA!/ 1515 TREATED PLATE FZOOR SHEATH/NG 1ZO61R JOISTS ANCHOR BOL 75 FOUNDATXW MAIN FLOOR FRAMING DETAIL .SFE ARCHITECTURAL FOR ADDVITDVAL DETAILS M. TS POST/PIER DETAIL SEE AROJ/1ECTURAL FOR ADD/770VAC DETAILS MIS BEAMS SEE FRAMING PLAN SEE WaID NOTES FOR HARDWARE SPECS POSTS THAT WIND THROUGH FZCIORS SHALL BE SOLID BLOCKED AT ALL FLOORS FLOOR 5.48 SIMPSON POST CAP EPC OR PC 6x6 POST U.N.O.. 9MPSOV POST BASE" ABU FcviwG TYPICAL WOOD POST/BEAM DETAIL MIS WOOD FRAMING NOTES 1. ALL I001iIK LOTH MANUFACTURED AND SA INV DYMLW9OVAL LUMBER SHALL CONFORM TO A.11C: AND N.D.S LATEST ED/770MS NAV-BEAR/NC WALL STUDS EXCEPT LAM STUDS MAY Bf HEM -FAP /2 UNLESS OTHERWISE NOTED ON 71/E DRA$INGS BEARYNC WALLS SANK TIMBERS POSTS LAM STUDS JOISTS AND RAFTERS 3 1/2" AND LARGER SHALL BE HEM-F7R /l. BEARLNC WALLS SHALL BE 2x6 AT 16' o/c WI171 DB8L 10" PLAT UAW.. DOUBLE TR1MAIERS SHALL BE INSTALLED AT ALL STRUCTURAL HEADERS LOAD BEARING HEADERS SHALL BE (3)-2.10x6' MAX. S'AN 10971 CONTINUOUS PL MOOD SPACERS U.N.0. OV 711E D 9GK/ DRANINGS MINIMUM NA/UNG SHALL BE /N ACCORDANCE MN NDS TABLES ALL EXPOSED FRAM/NC AND W000 MEAWS IN DIRECT CONTACT KITH Ct'WOPETE ELEMENTS SHALL BE TREATED PER NDS OR PROTECTED 111TH A AIOISTT/R£ BARRIER.. NOG? TREATMENT METHOD SHALL BE COMPATIBLE Nl171 THE ANCHOR SYSTEM USED 0111 THE TREATED WOOD MEMBERS 2 INSTALL. TION OF ALL FRAMING AND CONNECTIONS 9/ALL BE DONE IN ACCORDANCE NI71/ THE NATIONAL DESIGN STANDARDS (NOS) 2071. /111STALL .11MS AS ROWED. AU PLATE- CONNECTORS SHALL BE A5 MANUFACTURED BY STA/PSON STRONG AE COMPANY 04 APPROVED EQUAL FIX ALL 17515 RAFTERS BEAMS AND COLUMNS FOR APPROIC3RI'A7E SIZE AND STYZE. PLATE CONNECTORS .SHALL BE INSTALLED MIN NA& SIZE AND NUMBER FOR MAXIAIUM FOWL-. 3. NOTCHAVC 0? CYJT17NC OF STRUCTURAL MEMBERS IS PROHIBITED UNLESS S ECIRCALLY SHORN AND DETAILED ON THE ()HAWKS 4. MANUFACTURED HOOD PRODUCTS SHALL BE HANDLED AND INSTALLED /N STRICT ACCORDANCE- 1.9711 THE MANUFACTURERS INSTRUCTIONS ALL BEARING LENGTHS BLOCKING HANGE7PS CONNECTORS NAILING STIFFENERS ETC SHALL 41111 NE REQUIREMENTS OF THE MANUFACTURER. 5 ALL EXTERIOR WLZYI FRAME WALLS SHALL BE COW77M./W. rY 9(4TIE0 MIN 7/16' 029 SHEATHING NAILED 09171 8d GALV. MARS AT 6" o/c AT ALL EDGES AND 12' o/c IN THE F7£LD. SHEAR WALLS MERE CALLED FAR SHALL BE NAILED NTH 10d GALV. NAILS AT 3" % AT ALL EDGES AND 6' AT INTERMEDIATE FRAMING BLC JK ALL EDGE OF 914;4 7H/NG OV SHEAR WALLS TWO? DIAPHRAGMS SHALL CCN57ST OF 3/4' T&G C7 PL Y0000 0? Bt FILM. PLYWOOD SHALL BE INSTALLED NITH GLUE AND NAILS ROOF SHE4THING SHALL BE NAKED SAMMLAR TO WALL 91E4TMNC 6. GLUED-LAA#NA1£D MEMBERS SHALL BE 01Z -24F -V4 OR BETTER, UNLESS NOI17I OTHERWSE AV THE DESIGN DRAWINGS 7 BEAM DETZECRCW SPALL BE L/M/TED ID L/360 UNLESS OT7ERN15£ NOTED O/ THE DE 011 DRAWS T1 DEFLECTION 10 BE LIMED TO L/480. 8 411177 -PLY LK BEAMS 91411 BE CONNECTED 702-1l/ER IN SUCH A MANNER NAT A COMIPO91E BEAM IS ACHIEVED. MANUFACTURERS DIRECTIONS AND INSTRUCTIONS SHALL BE FOLLOWED. COMPOSITE LK BEAMS 10 BE 2X MINIMUM. ALL LK BEAMS SHALL BE 1.75' x DEPTH 910011 9. 109XX) PLATES SHALL BE ANCHORED 70 111£ FCIJNDAII0S AND SHALL BE FOUNDATION GRADE REDWOOD, OR PRESSURE TREATED HEM F7R, AND SHALL BE AA42/O?ED 09TH 5/8'0 x 10' EMBEDMENT ANCHOR BOLTS SPACED NOT MOPE THAN 48' ON RUNS AND NOT MOPE THAN 6' FROM CORNERS AND AIL PLATE ENOS INCLUDING BUTT SPLICES 10. PROVIDE SOLD BLOCAINC INCLUDING 0E73 STIFFENERS AT TSI/S BEISEIN ALL 12575 AND RAPIERS AT BEARING POINTS PROVIDE RIM 13575 OF EQUAL DEPTH AT )7E PER/Mt 1t1 CF ALL JOIST/RAFTER FRAMING TCI /NIC( OPEN/NGS 11. FABRICATED METAL PLATE CONNECTED ;TRUSSES SHALL BE O£57GVEO FOR THE LOADS S°ECCF7ED AND 91411 CONFORM THE T7/E REQUIREMENTS Or NE TRUSS PLATE INSTITUTE (179.. CONNECTOR PLATES SHALL BE /BOO APPROVED 1.1771 A MINIMUM SZE OF 3'x5. ACL CHARD MEMBERS SHALL HAW LUMBER GRADE STAMPS ALL NEB MEMBERS SHALL EE OF THE SAME GRADE AS 17E CHORDS MIN AT LEAST 50 PERCENT OF THE NEB MEMBERS HAVING A GRADE STAMP TRUSS DE90V AND DETAILS SHALL BE CERT1F7ED BY A FWO`FSSTDVAL ENGNEER REGSTERED IN THE STATE OF COLORADO. TRUSS MANUFACTURER /411 PROVIDE TRUSS DETAIL DRAN9NCS SHOOK' AS A M/MMUM THE MEMBER 92ES 1X41CWS GRADES COWNECAOVS BEARINGS LOADS REACTTCNS AND ERECTION PLANS 0/171 TEMPORARY BRACING AND HANDLING REQUIREMENTS 12 ALL CONNECTIONS REWIRING' LEAD HOLES P1107 HOLES SCREWS LAC SQ?EWS ETC SHALL COWFO?M To NDS COUNIER9NA7NG /S NOT PERM/TT£L) WTHCUT APPROVAL NOTCHING Or STRUCTURAL 144700 MEMBERS SHALL CONFORM 7O NOS STANDARDS 11 PROVIDE SUFFICIENT WON Or 540W POSTS CR LAMINATED STUDS FOR AT LEAST 4' MINIMUM BEARING AT ALL BEAMS AND AT BEAM SPLICE'S /11.0.. AU MUL 77 -PLY (LAM) STUD P0575 SHALL BE NA4/GLUE LAMINATED. MILD -PLY 2.0E LK'S 0? SAO/ LUMBER NA 2' AdN. EDGE DISTANCE THP. 12d-(3 1/4') NAILS AT 12' o/c (2) ROWS UP 70 11.25 ; (3) R0105 14' AND DEEPER C K 's USE (2) ROWS 1/2" BOLTS AT 12' % MIEN CONNECTING (4) PLY L K''s /F FACE- LOADED. MUL 11—PLY BEAM LAMINATION DETAIL M. IS INSURE MN/MUM BEARING LENGTHS REFER 70 MANUFACTURERS D/REC1IONS 0' 4' 8' I r 1 Graphic Scale DO NOT SCALE DRAWING FOR COMMERCIAL OR CONSTRUCTION PURPOSES Centimeters Inches Tenths 1111111111111111111111111111 IIIIIIIIIIIIIII 1 1 1 1 I 1 1 1 1 I 12' 16' 4—T—T I afCmmotK' 0474 NIE4OINIZ NONCE se son .III iffffR Iteolm MN NYIfrAmc . V a,D,PM ,. aKAM'Pair 90a "'Afar Mee a AMYmlflvgtr e( rirIII//AGMS WAG WOfAWL/ o.. , 'K ORiSRR PYM "NV (0.1”,42)151 d NT&/s :r ca Of a.. 9w1 COra. x 001I7.4 P f4M W at nOfcn Of OM Sly(: ^'fl'7 AN NJ MY OCS:(RIPC 946f1. Wll 9wt �.. MNK NS DOL(( R.1. , *TOWS P ONS 0.7 Gr. Mg( Wirt P RNK NO Mark AVL/ M en e re nooRR' fr Off60 ,n OD 114 NOW It MIP tA7,i' wish R Cr ff Oii1RM if OUT COWS Krim We. it 10 al SIGN? OM r K P40C NV M MOW MIA R NAf1Vh'rf * SUR at DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER 0 04 SEP 2009 ISSUED FOR CONSTRUCTION II E[�'�'l �(''�To e `�%^ W -P erer ^•J ,� 22 62 M� ' an • S/'RI /II? L.. • S0/I65.7 A 10 AUG 2009 ISSUED FOR APPROVAL NUMBER DATE REVISION DESCRIPTION 17111Ii11110' RIFLE', COLORADO 970-625-2774 ASCE NSP.E CCEC DRAWING ISSUE STATUS APPROVED FOR CONSTRUCTION DATE: 04 .SEP7E148ER 2009 PAUL & MAGGIE RINKER RESIDENCE TRACT 32, ANTLER's ORCHARD DRAM: ACAD2009 08/09 CHECKED: APPROVED: SA K PARTIAL ROOF FRAMING PLAN AND DETAILS SCALE CAD FILENAME: 1/4' = 11 -0 - GARFIELD COUNTY, COLORADO PROJECT NUMBER: S12 0 (3) 11.875' L K N 1X1 D4 2x10 AT 16' o/c RAFTERS t i EXTEND WALL UP 10 .9J'PO?T RAFTERS 1 DECKING JOISTS FZc w S7/EA71IIlc HANGER ATT. w/ SCREWS INTO MM U- w/ LAGS INTO R/N ..osr 1/2"/ A; 24' % TSB FZOOR JOISTS SEE PLAN FOR SPAN DIR. DETAIL AT DECK CONNECTION SEF ARC TECIURAL FAR ADDITIONAL DETAILS NTS BALANCE OF ROOF FRAMING TO BE METAL PLATE COWNECIED WOOD TRUSSES DES7GNE0 BY OTHERS. 2x8 AT 16' o/c RAFTERS EXTEND WALL UP 10 SUPPORT RAFTERS (3) 2x8 HANGER ATT. w/ SCREWS' INTO RIM LEDGE" w/ LAGS INTO RIM JOIST 1/2'0 AT 24' % T&B DETAIL AT DECK CONNECTION SEE ARCHITECTURAL FOR ADD/NAVAL DETAILS N. T.S DECKwwc LN151S [ZOO? .5&E 4 THING HANGER ATT, w/ SCREWS /NTD R1M LEDGE w/ LAGS /NTD MAI „GIST 1/2"0 AT 24' % T&B FZ6f? JOISTS SEE PLAN FAP SPAN DTR. FRAME WALL DETAIL AT DECK CONNECITON SEE ARCMTECTURAL FCR ADDITIONAL DETAILS MIS (3) 2x10 PARTIAL ROOF FRAMING PLAN STALE• 1/4' = 11-0' SPAN DIRECTION ® INDICATES LOAD POINT, 6x6 POST 0R (4) 2x6 LAM STUDS H=8' MAX U.N.O.. 0819.. POST AT BM/. SPU ES AT CORNERS 0 1/4" MS PLATES N.S & FS 3/4'GRADE 8BGLIS 2' EDx DISTANCE. 2' MIN. C -C BOLT SPA. ROOF TRUSS/ RAFTER ROOF SHEATHING 2x ROCKING w/ 8d / % AT 6' NAKAVC TSB '11 _ .9AIPSOW 118 CONNECTORS EACH TRUSS/ RAF IRK WALL STUDS ALTERNATE CONNEC1ION DETAIL ROO? JOIST BEARING JOIST DETAIL REFER 10 MANL/FACTJRERS DIRECTIONS N.T.S HUNG JOIST DETAIL RESER 1O MANUFACTURERS LIRECTicNS MIS DBBL PLATE ROOF TRUSS/WALL CONNECTION SEE ARCHITECTURAL FAP ADDITIONAL DETAILS M. IS WALL STUDS WALL PLATE RA!/ 1515 TREATED PLATE FZOOR SHEATH/NG 1ZO61R JOISTS ANCHOR BOL 75 FOUNDATXW MAIN FLOOR FRAMING DETAIL .SFE ARCHITECTURAL FOR ADDVITDVAL DETAILS M. TS POST/PIER DETAIL SEE AROJ/1ECTURAL FOR ADD/770VAC DETAILS MIS BEAMS SEE FRAMING PLAN SEE WaID NOTES FOR HARDWARE SPECS POSTS THAT WIND THROUGH FZCIORS SHALL BE SOLID BLOCKED AT ALL FLOORS FLOOR 5.48 SIMPSON POST CAP EPC OR PC 6x6 POST U.N.O.. 9MPSOV POST BASE" ABU FcviwG TYPICAL WOOD POST/BEAM DETAIL MIS WOOD FRAMING NOTES 1. ALL I001iIK LOTH MANUFACTURED AND SA INV DYMLW9OVAL LUMBER SHALL CONFORM TO A.11C: AND N.D.S LATEST ED/770MS NAV-BEAR/NC WALL STUDS EXCEPT LAM STUDS MAY Bf HEM -FAP /2 UNLESS OTHERWISE NOTED ON 71/E DRA$INGS BEARYNC WALLS SANK TIMBERS POSTS LAM STUDS JOISTS AND RAFTERS 3 1/2" AND LARGER SHALL BE HEM-F7R /l. BEARLNC WALLS SHALL BE 2x6 AT 16' o/c WI171 DB8L 10" PLAT UAW.. DOUBLE TR1MAIERS SHALL BE INSTALLED AT ALL STRUCTURAL HEADERS LOAD BEARING HEADERS SHALL BE (3)-2.10x6' MAX. S'AN 10971 CONTINUOUS PL MOOD SPACERS U.N.0. OV 711E D 9GK/ DRANINGS MINIMUM NA/UNG SHALL BE /N ACCORDANCE MN NDS TABLES ALL EXPOSED FRAM/NC AND W000 MEAWS IN DIRECT CONTACT KITH Ct'WOPETE ELEMENTS SHALL BE TREATED PER NDS OR PROTECTED 111TH A AIOISTT/R£ BARRIER.. NOG? TREATMENT METHOD SHALL BE COMPATIBLE Nl171 THE ANCHOR SYSTEM USED 0111 THE TREATED WOOD MEMBERS 2 INSTALL. TION OF ALL FRAMING AND CONNECTIONS 9/ALL BE DONE IN ACCORDANCE NI71/ THE NATIONAL DESIGN STANDARDS (NOS) 2071. /111STALL .11MS AS ROWED. AU PLATE- CONNECTORS SHALL BE A5 MANUFACTURED BY STA/PSON STRONG AE COMPANY 04 APPROVED EQUAL FIX ALL 17515 RAFTERS BEAMS AND COLUMNS FOR APPROIC3RI'A7E SIZE AND STYZE. PLATE CONNECTORS .SHALL BE INSTALLED MIN NA& SIZE AND NUMBER FOR MAXIAIUM FOWL-. 3. NOTCHAVC 0? CYJT17NC OF STRUCTURAL MEMBERS IS PROHIBITED UNLESS S ECIRCALLY SHORN AND DETAILED ON THE ()HAWKS 4. MANUFACTURED HOOD PRODUCTS SHALL BE HANDLED AND INSTALLED /N STRICT ACCORDANCE- 1.9711 THE MANUFACTURERS INSTRUCTIONS ALL BEARING LENGTHS BLOCKING HANGE7PS CONNECTORS NAILING STIFFENERS ETC SHALL 41111 NE REQUIREMENTS OF THE MANUFACTURER. 5 ALL EXTERIOR WLZYI FRAME WALLS SHALL BE COW77M./W. rY 9(4TIE0 MIN 7/16' 029 SHEATHING NAILED 09171 8d GALV. MARS AT 6" o/c AT ALL EDGES AND 12' o/c IN THE F7£LD. SHEAR WALLS MERE CALLED FAR SHALL BE NAILED NTH 10d GALV. NAILS AT 3" % AT ALL EDGES AND 6' AT INTERMEDIATE FRAMING BLC JK ALL EDGE OF 914;4 7H/NG OV SHEAR WALLS TWO? DIAPHRAGMS SHALL CCN57ST OF 3/4' T&G C7 PL Y0000 0? Bt FILM. PLYWOOD SHALL BE INSTALLED NITH GLUE AND NAILS ROOF SHE4THING SHALL BE NAKED SAMMLAR TO WALL 91E4TMNC 6. GLUED-LAA#NA1£D MEMBERS SHALL BE 01Z -24F -V4 OR BETTER, UNLESS NOI17I OTHERWSE AV THE DESIGN DRAWINGS 7 BEAM DETZECRCW SPALL BE L/M/TED ID L/360 UNLESS OT7ERN15£ NOTED O/ THE DE 011 DRAWS T1 DEFLECTION 10 BE LIMED TO L/480. 8 411177 -PLY LK BEAMS 91411 BE CONNECTED 702-1l/ER IN SUCH A MANNER NAT A COMIPO91E BEAM IS ACHIEVED. MANUFACTURERS DIRECTIONS AND INSTRUCTIONS SHALL BE FOLLOWED. COMPOSITE LK BEAMS 10 BE 2X MINIMUM. ALL LK BEAMS SHALL BE 1.75' x DEPTH 910011 9. 109XX) PLATES SHALL BE ANCHORED 70 111£ FCIJNDAII0S AND SHALL BE FOUNDATION GRADE REDWOOD, OR PRESSURE TREATED HEM F7R, AND SHALL BE AA42/O?ED 09TH 5/8'0 x 10' EMBEDMENT ANCHOR BOLTS SPACED NOT MOPE THAN 48' ON RUNS AND NOT MOPE THAN 6' FROM CORNERS AND AIL PLATE ENOS INCLUDING BUTT SPLICES 10. PROVIDE SOLD BLOCAINC INCLUDING 0E73 STIFFENERS AT TSI/S BEISEIN ALL 12575 AND RAPIERS AT BEARING POINTS PROVIDE RIM 13575 OF EQUAL DEPTH AT )7E PER/Mt 1t1 CF ALL JOIST/RAFTER FRAMING TCI /NIC( OPEN/NGS 11. FABRICATED METAL PLATE CONNECTED ;TRUSSES SHALL BE O£57GVEO FOR THE LOADS S°ECCF7ED AND 91411 CONFORM THE T7/E REQUIREMENTS Or NE TRUSS PLATE INSTITUTE (179.. CONNECTOR PLATES SHALL BE /BOO APPROVED 1.1771 A MINIMUM SZE OF 3'x5. ACL CHARD MEMBERS SHALL HAW LUMBER GRADE STAMPS ALL NEB MEMBERS SHALL EE OF THE SAME GRADE AS 17E CHORDS MIN AT LEAST 50 PERCENT OF THE NEB MEMBERS HAVING A GRADE STAMP TRUSS DE90V AND DETAILS SHALL BE CERT1F7ED BY A FWO`FSSTDVAL ENGNEER REGSTERED IN THE STATE OF COLORADO. TRUSS MANUFACTURER /411 PROVIDE TRUSS DETAIL DRAN9NCS SHOOK' AS A M/MMUM THE MEMBER 92ES 1X41CWS GRADES COWNECAOVS BEARINGS LOADS REACTTCNS AND ERECTION PLANS 0/171 TEMPORARY BRACING AND HANDLING REQUIREMENTS 12 ALL CONNECTIONS REWIRING' LEAD HOLES P1107 HOLES SCREWS LAC SQ?EWS ETC SHALL COWFO?M To NDS COUNIER9NA7NG /S NOT PERM/TT£L) WTHCUT APPROVAL NOTCHING Or STRUCTURAL 144700 MEMBERS SHALL CONFORM 7O NOS STANDARDS 11 PROVIDE SUFFICIENT WON Or 540W POSTS CR LAMINATED STUDS FOR AT LEAST 4' MINIMUM BEARING AT ALL BEAMS AND AT BEAM SPLICE'S /11.0.. AU MUL 77 -PLY (LAM) STUD P0575 SHALL BE NA4/GLUE LAMINATED. MILD -PLY 2.0E LK'S 0? SAO/ LUMBER NA 2' AdN. EDGE DISTANCE THP. 12d-(3 1/4') NAILS AT 12' o/c (2) ROWS UP 70 11.25 ; (3) R0105 14' AND DEEPER C K 's USE (2) ROWS 1/2" BOLTS AT 12' % MIEN CONNECTING (4) PLY L K''s /F FACE- LOADED. MUL 11—PLY BEAM LAMINATION DETAIL M. IS INSURE MN/MUM BEARING LENGTHS REFER 70 MANUFACTURERS D/REC1IONS 0' 4' 8' I r 1 Graphic Scale DO NOT SCALE DRAWING FOR COMMERCIAL OR CONSTRUCTION PURPOSES Centimeters Inches Tenths 1111111111111111111111111111 IIIIIIIIIIIIIII 1 1 1 1 I 1 1 1 1 I 12' 16' 4—T—T I afCmmotK' 0474 NIE4OINIZ NONCE se son .III iffffR Iteolm MN NYIfrAmc . V a,D,PM ,. aKAM'Pair 90a "'Afar Mee a AMYmlflvgtr e( rirIII//AGMS WAG WOfAWL/ o.. , 'K ORiSRR PYM "NV (0.1”,42)151 d NT&/s :r ca Of a.. 9w1 COra. x 001I7.4 P f4M W at nOfcn Of OM Sly(: ^'fl'7 AN NJ MY OCS:(RIPC 946f1. Wll 9wt �.. MNK NS DOL(( R.1. , *TOWS P ONS 0.7 Gr. Mg( Wirt P RNK NO Mark AVL/ M en e re nooRR' fr Off60 ,n OD 114 NOW It MIP tA7,i' wish R Cr ff Oii1RM if OUT COWS Krim We. it 10 al SIGN? OM r K P40C NV M MOW MIA R NAf1Vh'rf * SUR at DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER 0 04 SEP 2009 ISSUED FOR CONSTRUCTION II E[�'�'l �(''�To e `�%^ W -P erer ^•J ,� 22 62 M� ' an • S/'RI /II? L.. • S0/I65.7 A 10 AUG 2009 ISSUED FOR APPROVAL NUMBER DATE REVISION DESCRIPTION 17111Ii11110' RIFLE', COLORADO 970-625-2774 ASCE NSP.E CCEC DRAWING ISSUE STATUS APPROVED FOR CONSTRUCTION DATE: 04 .SEP7E148ER 2009 PAUL & MAGGIE RINKER RESIDENCE TRACT 32, ANTLER's ORCHARD DRAM: ACAD2009 08/09 CHECKED: APPROVED: SA K PARTIAL ROOF FRAMING PLAN AND DETAILS SCALE CAD FILENAME: 1/4' = 11 -0 - GARFIELD COUNTY, COLORADO PROJECT NUMBER: S12 0 Stair Summary CFloor to floor = 9'- 10 1t8' m 16 risers a 7.36' 5 treads Q 10.5' Seo notes on stairs 4 /r account for door openll gab* 400 So h 1 1/r tuned wal a aspnalt shingles asphalt ehtngbs 8:12> r -- will line below cnrrugnted metal roof slope usnsttlon 0' A Nape bunsIdcn well IIr below corrugated metal roof It' vont ee In oaf la,e-bebw _ _ g 4 r b 6-0' gam, All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. 1B'4Y1' 14# 13'4' sprats window Unfinished Icad bearing wan acoustic Insulation Unfinished 1 lir Bared nal al— :03 r-0' 49.. IiI (64) acoustic insulation 37.0- 7' deck line above . concrete patio slab_ safety glass 7' Cr] Unkiittw s0 q/N allSk0418444 Oht40 load bearing wet wafertrnk, Instal prior to vesoZ Mechanical 27-7' s -see mechanical roan notes on sliest A22 'I 01 beam above Roof Plan Notes 1. Enclosed attics and enclosed rafter spaces covered with a ceiling membrane shall oe ventilated in accordance with Section R806.1. 2. Complying attic access shall be provided for buildings with combustible ceilings or roof construction. (Section R807.1). 3. Chimneys shall be provided with crickets when the dimension parallel to the ridgeline is greater than 30 inches and does not intersect the ridgeline. Flashing and counterflashing are required. (Section R1001.17). 4. Asphalt shingles shall be installed in accordance with Section R905.2. Flashing for asphalt shingles shall comply with Section R905.2.8. 5. Provide ice and water shield in addition to 30# felt on eave sides of ventilated roofs and valleys, 36" minimum band back from eave. 6. Roof trusses shall be by pre-engineered roof truss manufacturer, designed for 40 Ibs. per square foot minimum snow load. 7. Provide gutter and downspout assemblies. 8. Typical overhang Is 18' unless otherwine noted freeze oroo` hese bib Column Clo sec nate regarding space under stair IMO rote: mechanical room concrete slab recessed refer to structural /� water tank. Install prior lo,W8lIs i Z�{ Boor drain furnace chase above 3' plumb for future sink Stair smr:ke 31%10' is I ntrf-/-- �I t?I e 1t soffit writ 26 sa_In._-- -- - Ad asphalt shingles 6'12_ 4 8'.1y -1i egress window 15'-315' account for future door opening Unfinished bad bearing wal. Unfinished plumb for future lavatory plumb for future water dose! r -r 1 plumb for future bub 29'-0' 02 _• csawl spate acorn door 1B'-04" . n„I;Cm waw tr. crawl space n 37.6' 1 1 Slab on grade above 31 sant vent 33 sq. In e: _s shingles attic ensues Woo lino Ip^:,n shingles ' 6i2i esphtal shingles 8.12> vent t. unused 11 11, rormgatek metal roof 1 i Roof Plan N scale: 1/8” = 1'-0" Attic Ventilation Summary: Non Vented roofs: Covered Porch: 616 SF Garage: 730 SF Vented Roof 2,266 SF Required net sq. in.1,088 sq. in. (2266/300) *144) gable vent: 1,200 sq. in. eave vents: 95 sq. in. Provided net sq. in. 1,295 sq. in. Mechanical Notes 1. Hose bibs shall be equipped with self -draining approved backflow prevention devices. 2. Provide a floor drain for the pressure/temperature relief valves on the boiler and water heater. 3.Fuel gas piping and fuel gas piping installations shall comply Part VI of the IRC. 4. Liquefied petroleum gas burning appliances shall be installed with a daylight propane drain. Plan Notes: 1. Rooms shall have exterior glazing of not less than 8 percent of their floor area to provide natural light in accordance with Section R303.1, or they shall be provided with artificial light per Exception 2 (Section R303.1) 2. Rooms shall be provided with natural ventilation in accordance with Section R303.1. or they shall be provided with mechanical ventilation in accordance with Section R303.1. Exception 1 3. Light and ventilation for bathrooms. water closet compartments and similar rooms shall comply with Section R303.3. 4. Interior and exterior stair Illumination shalt comply with Sec. 303.6. 5. Smoke alarms shall be Interconnected as indicated in Sectbn R313.1. The power source for smoke alarms shall comply with Section R313.2. 6. Toilet, bath and shower fixtures shall be spaced as per Figure R307.2 (Section R307.1). tThBasement Plan CS'i scale: 1/4" = 1'-0" 1,904 SF unfinished Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax 634 Main, Suite 2 Grand Junction, Colorado 81501 (970) 672-0456 www.jjarch.com Copyright 2009 0 V =05 SOV ha CD tos Qo CD Cs1:49, ftt w CD NE Ca/ c2 I, O ct Permit Set Construction Lower Floor Plan & Roof Date: 09-06-09 0906A-09-06-09 A22 t.o. plate 109'-3 1/4" - to,ply. 101'-21/8" to.c. _ to.f. _ 9T-0" rs to.slab 9r-4" to.f. 91'-0". to.f. 88'-0" 0- c 0 g All drawings, plans, and specifications are instruments provided by Jeff Johnson Architectural P.C. and remain of the Architect. These instruments of service may not without written consent by Jeff Johnson Architectural P. n n 3 n 4 12 12 r(C)7 of service the property be reused C. t.o. plate 109'-3 1/4" toply_ 1014-2 4-2 1/8" i5 100-0" • to _9T-0" to.f. 7 4 91'-0" r'r t_— I 4 tr I r 1 I _ T ridgeline 6 [6] 5 North Elevation Exterior Finish Legend 1 architectural shingles 2 wood fascia 3 gable vent 4 horizontal siding 5 corner board 6 window/door trim 7 corrugated metal roof 8 stone sill 9 stone veneer composite guardrail composite deck timber column steps to grade foundation below 10 11 12 13 14 15 Elevation Notes: 1. Approved numbers (address) shall be provided in a position that is plainly visible and legible from the street or road fronting the property (Section R321.1). 2. Window wells shall have a minimum horizontal area of 9 square feet with a minimum projection and width of 36 inches. The well area shall allow the emergency escape and rescue opening to be fully opened (Section 310.2). 3. Bars. grills. covers and screens placed over emergency escape and rescue openings. bulkhead enclosures or window wells are permitted. provided they comply with Section R310.4. 4. Guardrails at least 36 inches in height shall be provided where porches, balconies or raised floor surfaces are greater than 30 inches above the floor or grade below (Section R312.1). Guardrails shall comply with Section R312.2 for opening limitations. A31 scale: 1/4" = 1'-0" b ro a t, 3 1 7 2 4 10 5 12 14 X14 West Elevation scale: 1/4" = 1'-0" 0 1 2 4 6 10 Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax 634 Main, Suite 2 Grand Junction, Colorado 81501 (970) 672-0456 www.jjarch.com Copyright 2009 wto ha =� ti L tC) sim (/) yasW wft Qo WN�ta e"cE VE k Permit Set Construction Building Elevations Date: 09-06-09 0906A-09-06-09 A31 t_o.Ste 109'_31/4"__ .._ t.o.ply. - t.oc. -- 1011-21/8" 100•-0" to.f. 97'-0" .o 0 rb to.slab 914-4" 0- 0 0 to.f. 91'-0" Lo_f. 88'-O" 1 7 7 s4 itigostet Om - I 1 El t.o. plate 109'-3 1/4" _4 t.o.ply_ 101'-21/8" - } to.c. 0, too _ _ = 1.2 0 0 toslab ` _- 91'-4"-_ _ 1.01. i 0) All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. to.f. 88'-0" 3] 1 n 2 4 11 12 - — - E1 I 4th L___ rr c ITV 6 .0 -J 12 1 -- loom H —a 5 10 11 6 [121 14 South Elevation scale: 1/4" = 1'-0" r - -I _L —© 14 East Elevation scale: 1/4" =11-0" Exterior Finish Legend 1 architectural shingles 2 wood fascia 3 4 horizontalablevent siding 5 corner board 6 window/door trim 7 corrugated metal roof 8 stone sill 9 stone veneer 10 composite guardrail 11 composite deck 12 timber column 13 steps to grade 14 foundation below 15 Elevation Notes: 1 Approves numbers (address) shall be provided in a position that is plainly visible and legible from the street or road fronting the property (Section R321.1). 2. Window wells shall have a minimum horizontal area of 9 square feet with a minimum projection and width of 36 Inches. The well area shall allow the emergency escape and rescue opening to be fully opened (Section 310.2). 3. Bars, grills. covers and screens placed over emergency escape and rescue openings. bulkhead enclosures or window wells are permitted, provided they comply with Section R310.4. 4. Guardrails at least 36 inches in height shall be provided where porches, balconies or raised Boor surfaces are greater than 30 inches above the floor or grade below (Section R312.1). Guardraiis shall comply with Section R312.2 for opening limitations. 0 1 2 4 6 10 Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax 634 Main, Suite 2 Grand Junction, Colorado 81501 (970) 672-0456 www.jjarch.com Copyright 2009 et O Qmm vc V o woo tCS) in haC is = O Nom$ ftt ai t It 45 Permit Set t.o. plate 109'-3 1/4" t.oply. 101'-2 1/8" t.o.c. 100'-0" t.o.f. t.o_slab 911-4" t.o.f. 91'-0" t.o.f. 88'-0" t _o. plate 109'-3 1/4" _t.oPty_ 101'-21/8_,.— N t.o.c. _ _ 100'-0" — t.o.f. N. s 0 0 t.o.sleb 91'-4" t.o.f. 91'-0" t.o.f. 88'-0' All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. A43 • 411•4._0.6.1.�.Al. }�.�.�l�iL�1..�.�.��f.�..f. a ..1.i. R �..'414.464144.4.1.��.N1� .14. • •• : • li Ij Sun Room m vemi ale aitic cavity der roof plan and IRC Ones ventilate attic cavity per roof plan and IRC requirements 12 Great Dining Unfinish Section Notes 1. All framed walls, floors and roof/ceiling compromising elements of the building thermal envelope shall be provided with moisture control complying with Section R318.1. 2. Locations subject to decay damage require the use of an approved species and grade of lumber, pressure preservatively treated or decay resistant in accordance with Section R319.1 3. Except where required to be waterproofed. foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be dampproofed (Section R406.1). 4. Underfloor spaces, other than basements, cellars or those addressed under exceptions to Section R408.2 shall be provided with ventilation openings through foundation walls or exterior walls (Section R408.1). 5. Draftstops shall be installed when there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of concealed space. 6. Enclosed accessible space under stairs shall be protected on the enclosed side with 1/2 inch gypsum board (Section R311.2.2). Stair Summary: Floor to floor = 9'- 1018' 16 risers © 7.38' treads @ 10.5' See notes on stairs Unfinished attic . per roof plan and IRC rapteremonts x:ry X. t.. XXXt Master Bedroom Entry J Clos Unfinished _ Mechanical see mechanical room notes on sheet A22 nota: mechanical room concrete slab recessed refer to structural Building Section A41 scale: 1/4" = 1'-0" ventllato ant cavity per roof plan and IRC rooufroments Kitchen Pantry ba 12 •i►y1a.6•4.••!:�%i! 6.11 A Vii^. ,1N•40•11• 6.%%fi"l•.•i•.• •at4.i . Utility Bat h r Unfinished Building Section scale: 1/4" = 0 1 2 4 6 10 Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax 634 Main, Suite 2 Grand Junction, Colorado 81501 (970) 672-0456 www.jjarch.com Copyright 2009 0 =‘ t Ofa seiV y hat w CO "ea QO w .� NC m Rip tital Permit Set Construction Building Sections Date: 09-06-09 0906A-09-06-09 A41 r th Ur 3 ci QWI t.o. plate 109'-3 1/4'_ t. o,ply. 101-21/B" ` t.o.c. _ _ 100'-0" t.o.f. 97-0' t.o_slab 9V -4- 9f -0;r t.o.f. 88'-0" • y t.o. plate 109'-3 1/4" t.o.ply. t.o.c. t.0.f. t.o.slab • 101'-21/8" • 100.-0" t.o.f. 88'-0" • 9T-0" m o 91'-4" 91'-0 0 0 All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. Su ventre ape mwig*q,k per rod I••=•i5``•�i•:••' •� omento 41j• • We • � � •• � �• C • ANT** •• •1 ••••1 . 414 if Aof a.Iee.ee, eee�.yet,.�weeeR,.ee�•lee+.*.*/AtetaAi►ee_ tt 11t r♦ A51� Master Bedroom Unfinished 'finished ro ventilate crawl space ca'lty per IRC requirements Building Section A42 scale: 1/4" = 1'-0" b ventilate attic cavity per roof plan and IRC requirements 12 18 garage nobs or shwI A21 Section Notes 1. All framed walls. floors and roof/ceiling compromising elements of the building thermal envelope shall be provided with moisture control complying with Section R318.1. a Locations subject to decay damage require the use of an approved species and grade of lumber. pressure preservatively treated or decay resistant in accordance with Section R319.1 3. Except where required to be waterproofed, foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be dampproofed (Section R406.1), 4. Underfloor spaces, other than basements, cellars or those addressed under exceptions to Section R408.2 shall be provided with ventilation openings through foundation walls or exterior walls (Section R408.1). 5. Draftstops shall be installed when there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of concealed space. 6. Enclosed accessible space under stairs shall be protected on the enclosed side with 1/2 inch gypsum board (Section R311.2.2). 12 12 Building Section scale: 1/411 = wee sic an* per rod plan and IRC mqt* nenb 12 X14 4 A51 Covered Porch Deck 1't 9 .. Great Room Unfinished Mechanical Covered Porch I Building Section scale: 1/4" = 4 J 4- 0 1 2 4 6 10 Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle. CO 81650 (970) 625-0580 phone (970) 625-0581 fax 634 Main, Suite 2 Grand Junction, Colorado 81501 (970) 672-0456 Copyright2009 cp et, o ci m o w O O17) 4. A O '1 cp Nit ftt el 7r) �1r11 . kitia Permit Set Construction Building Sections Date: 09-06-09 A42 r air baffle 2x blocking eave extension ice & water shield 5/8" soffit board metal drip edge 1 x 4 fascia 2 x 8 subfascia cont. screened eave vent dbl. 2x6 top plate 2 x 6 sill plate thermal insulation 11 7/8" rim board flashing & sealant 2x6 treated sill over sill sealer anchor bolt, see structural 4 4 e Wall Section scale: 3/4" = 1'-0" 4 4 0 4 44 4 44 4 < 4 R 4C Wall Section scale: 3/4" = 1'-0" Roof Assembly - Shingle architectural shingles 50# building paper 7/16" plywood or OSB sheathing pre-engineered roof truss @ 24"o.c R-30 unf. batt insulation 6 mil poly vapor barrier 5/8" gypsum board ceiling finish Exterior Wall - horiz. lap siding Horizontal lap siding with 8" reveal air & water infiltration barrier 7/16" plywood or OSB sheathing 2x6 stud wall @ 16" o.c. R-19 batt insulation 6 mil poly vapor barrier 1/2" gypsum board wall finish Foor at crawl space floor finish 3/4" t&g plywood subfloor 11 7/8" TJI floor joists ventilated crawl space Foundation Wall at crawl 3/4" warm n dry draining insulation tuff n dry spray applied waterproofing 8" concrete foundation wall -see structural for reinforcing draped batt insulation ventilated crawl space concrete footer. see structural for size and reinforcing Perimeter Drain 18" minimum free drainage aggregate filter fabric over 4" perferated drain pipe, connected to daylighting drain or drywell Roof Assembly - corrugated, Garage corrugated metal panel slip sheet 50# building paper 7/16" plywood or OSB sheathing pre-engineered roof truss @ 24"o.c 5/8" gypsum board ice & water shield 36" min. back from wall edge 2x nailer eave extension metal drip edge 1x4 fascia 2x8 sub fascia 5/8" soffit board dbl. 2x6 top plate flashing & sealant finish trim header. see structural insulated window assembly 2x6 sill plate Exterior Wall at Garage Horizontal lap siding with 8" reveal air & water infiltration harrier 7/16" plywood or OSB sheathing 2x6 stud wall @ 16" o.c. 1/2" gypsum board anchor bolt, see structural 2x6 treated sill plate over sill sealer flashing & sealant Floor Slab. Garage 4" concrete slab, sloped, see structural 4" free draining aggregate base course natural soil or compacted backfill non compressible fill Foundation Wall at Garage 3/4" warm n dry draining insulation tuff n dry spray applied waterproofing 8" concrete foundation wall -see structural for reinforcing natural soil or compacted backfill concrete footer, see structural for size and reinforcing Perimeter Drain 18" minimum free drainage aggregate filter fabric over 4" perferated drain pipe, connected to daylighting drain or drywell • l I • I Wall Section scale: 3/4" = Roof Assembly - corrugated, porch corrugated metal panel slip sheet 504 building paper 7/16" plywood or OSB sheathing 2x8 rafter © 24" o.c. Roof Assembly - shingle, Garage architectural shingles 50# building paper 7/16" plywood or OSB sheathing pre-engineered roof truss @ 24"o.c 5/8" gypsum board metal drip edge 1x4 fascia 2x8 sub fascia outrigger 5/8" soffit board dbl. 2x6 top plate Gable Wall - horiz. lap siding Horizontal lap siding with 8" reveal air & water infiltration barrier 7/16" plywood or OSB sheathing 2x6 stud wall @ 16" o.c. 2x nailer dbl. 2x6 top plate header, see structural flashing & sealant finish trim Decking 1 x redwood decking 2x10 deck joists @ 16" o.c. Floor Slab, Garage 4" concrete slab. sloped, see structural 4" free draining aggregate base course natural soil or compacted backfill thickened slab at door edge non compressible fill outside concrete apron Foundation Wall at Garage 3/4" warm n dry draining insulation tuff n dry spray applied waterproofing 8" concrete foundation wall -see structural for reinforcing natural soil or compacted backfill concrete tooter, see structural for size and reinforcing 4 Wall Section Roof Assembly - corrugated, Garage corrugated metal panel slip sheet 50# building paper 7/16" plywood or OSB sheathing pre-engineered roof truss @ 24"o.c 5/8" gypsum board 2x nailer 2x ledger baord simpson hanger Gable Wall - horiz. lap siding Horizontal lap siding with 8" reveal air & water infiltration barrier 7/16" plywood or OSB sheathing 2x6 stud wall @ 16" o.c. 2x nailer Exterior Wall - horiz. lap siding Horizontal lap siding with 8" reveal air & water infiltration barrier 7/16" plywood or OSB sheathing 2x6 stud wall @ 16" o.c. R-19 batt insulation 6 mil poly vapor harrier 1/2" gypsum board wall finish header, see structural wood casing flashing & sealant finish trim insulated window assembly finish trim 2x6 sill plate wood casing wood apron 2x6 sill plate wood baseboard Exterior Wall - horiz. lap siding Horizontal lap siding with 8" reveal air & water infiltration barrier 7/16" plywood or OSB sheathing 2x6 stud wall @ 16" o.c. R-19 batt insulation 6 mil poly vapor barrier 112" gypsum board wall finish Foor/Ceiling Assembly floor finish 3/4" t&g plywood subfloor 11 7/8" TJI floor joists 1/2" gypsum board ceiling finish 2x ledger board dbl. 2x6 top plate simpson hanger header, see structural wood casing flashing & sealant finish trim insulated window assembly finish trim 2x6 sill plate wood casing wood apron flashing & sealant anchor bolt, see structural 2x6 treated sill plate over sill sealer non compressible fill Floor Slab 4" concrete slab, see structural 4" free draining aggregate base course natural soil or compacted backfill Foundation Wall at Garage 3/4" warm n dry draining insulation tuff n dry spray applied waterproofing 8" concrete foundation wall -see structural for reinforcing natural soil or compacted backfill concrete footer, see structural for size ani reinforcing Perimeter Drain 18" minimum free drainage aggregate filter fabric over 4" perferated drain pipe. connected to daylighting drain or drywell A51 scale: 3/4" = 1'-0" } 4 , 4 , 4 , ad 4 4 4 Wall Section Wall Finish Notes 1. Gypsum board shall be installed in accordance with Section R702.3 and Table R702.3.5. 2. Ceramic tile surfaces shall be installed in accordance with Section R702.4. 3. Water-resistant gypsum backing board for ceramic tile installed on ceilings shall be installed in accordance with Section R702.4.2 and is prohibited in locations identified in Section R702.4.3. 4. Wall and ceiling finishes shall have a flame -spread classification of not greater than 200 and a smoke -developed index of not greater than 450 (Section R315). 5. Wood. hardboard and wood structural panel shall be installed ir accordance with Section R703.3. 6. Wood shakes and shingles used as an exterior wall covering shall be installed in accordance with Section R703.5. 7. Exterior plaster shall be installed in accordance with Section R703.6. 8. Exterior stone veneer shall be installed in accordance with Section R703.7. 9. Stone veneer shall be anchored to the supporting wall with corrosion -resistant metal ties in accordance with Section R703.7.4. 10. Exterior walls shall be provided with flashing to prevent the entry of water into the wall cavity (Section R703.8). 7/16" plywood or 05B sheathing structural beam, see structural gypsum board soffit 2x soffit framing Roof Assembly - Shingle architectural shingles 50# building paper 7/16" plywood or OSB sheathing pre-engineered roof truss @ 24"o.c R-30 unf. batt insulation 6 mil poly vapor barrier 5/8" gypsum board ceiling finish Interior wall wall finish 1/2" gypsum board 2x stud wall @ 16" o.c. acoustic insulation- see plans 1/2" gypsum board wall finish thermal insulation 2x ledger board 2x sill plate dbl. 2x6 top plate Load Bearing Stud Wall wall finish 1/2" gypsum board 2x6 stud wall @ 16" o.c. R-19 batt insulation ventilated crawl space anchor bolt. see structural 2x6 treated sill plate over sill sealer thermal insulation natural soil or compacted backfill 8" concrete foundation wall non compressible fill Floor Slab 4" concrete slab, see structural 4" free draining aggregate base course natural soil or compacled backflll concrete footer, see structural for size and reinforcing A51 scale: 3/4" = 1'-0" %rvo Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle. CO 81650 (970) 625-0580 phone (970) 625-0581 fax 634 Main, Suite 2 Grand Junction, Colorado 81501 (970) 672-0456 www.jjarch.com Copyright 2009 wt° It m m h. O t o (11 iitir% CD is Qo CD ciat Nit el 7) b Permit Set Construction Wall Sections Date: 09-06-09 0906A-09-06-09 A51 L L_ 34'-1 3/8 LL - • 0) r e) • II • • '1 18L7 1/4" 159-9 1/4' 73' 7 1/2' r-- (3) 11.875" LPL -- � I 15' 9 1/4' 30' SOP FTG 30' 5014 FTG r Tow: EL 97-0 --?" T.O.F. E7. 88-o • • WALL STEP FTG STEP T.O.W. EL 107--o T.OF.EL9110 10'x30' 3ZW. w/(3)/5Elf WALL S1E7° 17' 8' SOUR BLOCKING TEP, TO. W. a 97-4 TOE a. 919-0 O WALL STEP P r L444 -Il- i I il- II 10x30' SA4 fw/(3)/5EW 1 1 I I �36" SIRS FTG 2x10 AT 16' o/c .W3S15' ONIS 91EET, 6' 0' © TMs SWEET. ledger I T.O.W. EL 911-4 T.O.F. E2. 88'--o U.N.O.. ALL FLOOR JOISTS rJ/36o/11.875" AT 160 T.O. SLAB ON GRADE EL 91-4 4' CONCRETE 59-48 w/ 6x6 -2.9x29 04 /4 AT 18' o/c EW, OR f78£R MESH RE7NF. (SEE NOTE 15), ON 4' GRANULAR f7LL. PRONE£ 1/2" EXP ✓T AT ALL WALLS & CONTROL LENTS AT 15' NOM/. % E. W. 22'--11 1/4' I slob drop 4' raw. a 100'1-o - CTaR. a 91'-o 7! _J • A Lr LJfTAK-1 Taw EZ 107'-o 7 0..F EL 97-0 -Z //ACCESS RE ARC'! DETAIL -1 CRAW SPACE row: a 107'-0 T.O.F. EZ97-0-1\ TO.W EZ. loo' -o TOL EL .97-0 T.a PIER EL 91'-o TO.F. EL 86'-0 f -2 3/4' \ I J 23'-S 3/4' OTMs SHEET Ita TOWEL 91'--4 T.OF.. EZ. 88-0 11 1I - I I II 14 - L u 9' 5 5,4' N I I I • 10'x25' SOP. w/ (3)05 EW (3)9.25'LK I I III I 11 1 J Or 24' SCR. F7G r N15 WTI �NJ 2xB AT 24' % X'STS T.O. HER a. 99-8 TOE.EL 94L8 I (3) 24 DETAIL -1 24' SOG FRG 7 r I /1 I L r I / J Fr II I L--- JJ 10.rte SCR.11 w/ (C)S £.W.�y��a 9.24. Pt I llI II L--- 9 I L��I}}I11 I I 11 1 11 1 L AO / F r RMS SHEER • .1 co 18'-1 1/2" L " 10' 0' 1 ' L - 24' XW FTG. 11' 0' 1 L- 1 J , WALL DOMED rxiwc AND WALL THUS / MN. WALL BAO 77LL COMIPAC1ED 7O 95T SCO. DETAIL SHEET Sit 6' 6" 29-0' TOOLED JOINT w/ MNOA N RADIUS M TYPICAL CONSTRUCTION JOINT SLAB ON GRAD( w/ NOV-iffICULAR TRAFFIC INSTALL JAVIR WALES MERE PIOSS'BLE N T.S 1/8' x 3/4' DEEP SANK-tz/T FLED w/ EPDXY JE HLLER. TYPICAL CONTROL JO/NT 2A8 ON GRADE STEP LOCA RCN Sht0NW ON PLAN ��� 2 RSM S££ RENT. SEE , FRG D TILS STABLE SLOP£ AND MVDIS'TLURBED Vimmini FT G OFT 'A SEM! -- I --12' MEN. FOOTING STEP DETAIL N. T.S. 79' 7 1P" TO SLAB EL 1007-0 T.O.G a. 107 -o Tar. Q. 97'-0 T.O.O:EL99L8 TO.WEL. 99'-0 T.O.F. EL 97'-0 L L LAI 2C MIN. -- MATCH HORIZ. RE0NF. SIZE AND NUMBER TEP. 4' MIN. - TYPICAL CORNER RE/NF. DETAIL TEP. AT ALL WALL & FTG CORNERS & /NTERSECI1CNS N.T.S 1 (TOW a 911=4 _ = T.O.F. EL. 88-0 / • k-nJ -15' 11 3/4' 17W5 91EF WALL STEP T.O.W. a. 93-0 T.O.F. EL. 88'--0 WALL STEP N raw EZ 9Y-0 x,QF. EZ. 88--8 WALL Frf SEEP\ ,I FIG STEP raw a ,00'-o_)/ Tar.EL. 91'--0 L- II I I I Il DETAIL -1 -r r T.O.W. a 107'-0 T.O.F. EZ 91'--0 TO. SLAB ON GRADE EL (VARIES) 4' CONCRETE .2A8 w/ 6x6 -2.9x29 OR /4 AT 18' o/c E.W., OR 175£R AIESV RE7NF. (SEE NOTE 15) ON 4' GRANULAR FILL. PROWDIE 1/2' EJP ✓T. AT ALL WALLS & CONTROL JOINTS AT 15' NOM/. % EW. T.O.c EL 99'-8 T.O.W. EL 99'-o T.O.F. a 97'-o 0 O, e, 1 1 N T.0. SLAB EL. 1001-0 Tac a. 107-o TOP.a. 97-0 T.O. C EL 9.9'-8 T.O.W. R. 99'--0 T.O.F. EZ. 97-o a l J IH/5 9.LTT 2' 11 1/2" 8' 0' 1' 8' 1715 9NUT 8' 0' 32' 6' 1'--8" VHS SWEET 7-2 1/2' 8' 0' • h FOUNDA TIOW PLAN SCALE.' 1/4' = 1-0' SPAN 0/REC17ON Z INDICATES LOAD POINT, 64 POST 04 (4) 2x6 LAM STUDS H=8' MAX U.N.O.. DBBL. POST AT BM. SPLICES (J) /3 RE .SETS, BUT NOT 70 EXOi�ED 12' (4) MIN. /5 KRIS BUT NOT 10 COOED 12' (3) /5 E. W. MIN. BUT NOT 70 E ttEED 12' o/c E. W 12' ROUND OR SQUARE El I. -SEE PLAN- • i TYPICAL PIER DETA/L N TS T.O.C. EL (2)-.15 GOVT. /5018' PERT ALT LEG EW 8' TO.0 EZ 91'-4 DRAIN /F REOV (3)-/5 CONT. /5 AT16'o/c 7RANSKRSE - 24' - SECTION A NIS \ SHEET S/.1 8'-- T.O. C EL. 97-0 r. /5 AT 16' o/c HCWIZ. /5 AT 16" VERT. 1/2" EYP. IT. CONT. je-4"SLAB ) (3)-/5 CCWT. /5 AT 16' TRANSVERSE - 24' - SECTIONSI 8' TO.G EL 107'-0 0 0, 0 4' SLAB 1/2' EXP. ✓T. GOVT. N. TS SHEET 57.1 AT 16' o/c NORIZ. AT 16" KRT. 1/2' DP. IT CONT 4' SLAB ti (3)-/5 CONT. /5 AT16'o/c TRANSVERSE - 24' - SECTION NTS \ 9IEFr ST.1 SECTION NTS \ SHEET S1.1 (2)-/5 CONT. /5018' 0 8' -- TOC EZ. 93'-0 • 41 DRA/N IF REOb 15 AT 16' o/c HGR/Z. /5 AT 15' VERT 1/2' EXP. >IT CONT. 7- 4' SLAB (3)-/5 CONT. /5 AT 16' o/ TRANS6£R.SE -24" SECTION 8' T.O.0 a 101 -0 0 o, • NLS SHEET S1.7 Ntsv 90(GS F6w A p/bg. cbt,5t*1 AsVcrioNs /5 AT 16' o/c HORIZ. /5 AT 16" IERT. 1/2' EYP. IT CONT 4'.2A8 DRAIN IF RECD (3)-/5 CONT. /5 AT 16'% TRANSkER,SE - 24" - (2)-/5 CONT. /5018' PERT ALT LEG E.W. EJP. ✓T. TEP. 7: 0.0 £L 107-0 4' STAB ,1 B' 11EL (2)-/5 C7.WT. tRNA IF RE07) -18' - SECTION STRUCTURAL DESIGN CRITERIA RHE DESCYI CRITERIA AND CODES FOR 7H/S PRWECT ARE AS /tz10ss. SNOW LOAD = 40 RV' (GARf7EZD CXIN7Y) JUXW GPI LOAD = 40 P.SF (200.5 ISO) MND LOAD - .90 A/PH,, J .SEC OUST (2073 I8C) SE7SN/C -SIE CLASS D (2003 180 «X/0 et 11418ER = N7C AND NOS LATEST EDITIONS STRUCTURES HATE NOT BEEN ANALYZED F09 STA&ZJIY OUR/NC CONSTRUCAON REINFORCED CONCRETE NOTES 1. RSA/FORCED CONCRETE 91ALL BE DY9O)ED. AVID ANO PuceD M ALOGROANCE MGH Pit LATEST EDITION CF THE ADI' COX AAD AP/%C4 1£ ASN srANVAwos 2 ALL REINFORCING BARS BENC PLACED BY THE CONTRACTOR, /4 04 L4RCETl, 94411 BE HEW GRADE 60 A'FDRNED BARS /CT 9IA1L BE GRACE 40 MEOWED BARS WOW CONFORM RT ASTM .4515 3 REMfORGNC BARS SHALL NOr BE BENT 0? SIRA.GYI7ENED AV .WY MANNER 1.1101 WOAD BE IM.URiIOIS TO 77F STEEL 8495 MIH ARKS O? HEMS NOT 910*N ON 77C BAR B%NDINC DIAGRAMS SNAIL NOT BE PLACER INE USF Or NEAT 10 PRA/C HIEN 0? BEND REANFORONG STEE2 WILL NOT 8E PERMITTED UNLESS SPECIFICALLY APEROW£D BY INF PIONEER. REINFORCING BARS SHALL 6E PROPERLY 9A±R?4TED, 1717, AND I0R AMOR:RID 10 PR£1ENT O9PfACEWENT AAMM/I LAP .SPLICES &HALL BE (1) BAR DIALETE?S UHC. ANY 018£00E0 ITEMS AVT 910111V THEY PLANS 9/AIL NOT LE PLACED M CONCRE7E WALLS BEAMS 0? OD1tR -STRUCTURAL MEMBERS WITHOUT PRO? APPROVAL 4 CRICREIE RN AE ',curt MALL E!' AS MONS AVM C-150 TIPS 1/1/ PORTLAND CEMENT NTH A WATER/CO/ENT RATXI (w/l;) NOT TO EXO70 asa AN0 A 0Mkt4I VPM VY£ STREWN AS reactor F@NDATON ANO IZOOW STAB EL£AI£NTS = 3L%V PST ALL CONCRETE SHALL CONTAIN Sox (t LOT) ENTRAINED AN AT PC PONT Or FLAW/ENT. AAP ENIRAANNC AGENT 9/ALL BE SHOW A' TIC DESIGN MX CONCRETE SHALL EE 4#41 W APPROVED TRANSIT MAWS MAXIMUM ELAPSED 1N£ FROM THE ALE THAT WATER /S AOOED 712 PC MIX UNTO TNF CONCRETE IS rosily M BC WORK 91N.L NOT EXCEED .R7 M/MI7ES ONLY TNR( ADMIXTURES SPEO/ZD M RE CONIRACTORS MIX LE90N SUEMHUTAL SHALL BE USED. CONCRETE WALL BE MAW FOR NOT LESS THAN 70 NOP MOPE THAN 107 REVCCUTONS AT M»NG WEED PROP 10 PLACEMENT. NiCMAX .21IMP .2/ALL NOT EXCEED 4: 5 ENGINEERS PRO? APPROVAL MUST E E SECURED FOP ALL SB57711/1706 6. UNLESS OTHERWISE NOTED, 11/£ MNNUM CLEAR DISTANCE bE714E721 THE FACE Or CONGRYIE AND IN£ O ISI E OF PC RENNFORONC BARS SHALL BE1' 7. CONSTRUCTION .,QNlS NO7 910WN ON TIC ORAw s WALL & LO'C'ATED T) LEAST /WART PC S1R£NGVN Or THE STRUCTURE AND PC LCGATON MUST BE APPROPED BY TIE ENOIC R 8 BEFORE ANY CONCRETE /S PLACED, APPW48LE DRAWINGS SHALL LA: CHECKED TO DETERMINE THAT NOW BOOS EMLEDCED STEEL, PRM CONDUITS CROUN TRIC WREN CSN/NGS LRC ARE PROPERLY PLACED. 9 LATERAL STAROPT SHALL BE FRONDED FOR ALL WAILS DLAPTNC BAIXf7LUNC AND CONSTRUCITON O°ERATONS 10 TO? CATHODIC AROIECITOT ALL LMQERORX/ND CLN1'REIE 0171 EMBEDDED APING O? NSER1S NADH ARE A PART Or PIE PIPING SHALL RAW A MINIMUM OF 1-1/7' CLFARANOE BETWEEN ROARS AND 9104 INSERTS ANONCR ROTS SHALL EC .97 MIN TEMPLATES /1. MC'KIR 807 MAMMAL SNAIL CONFORM TO Tiff REO.R'£MENTS OF A571 A,5X7 1)? ASTM A36 MA1ERVAL FOR moo? BO /S 91411 DL AS AWARD OV A PARTICULAR OPAWBNC F hp MATERIAL IS SPECIFIED ASAI A-307 SHALL BE USED. ANCHOR BOLTS AND 071177 ARXECIIM7 EMI&DWENTS SNAIL 8 SET MTH I£ANPLA713 OR 0771ER APPROWfD Mt -MOM TO PREI£NT O9tALEMENr DURING CONCRETE ?LAC EENT 11. *LONG Or RDNFDR7NG PPE SZEEW ERG R7 mato? BCX 75 1011 NOT 8E PERMITTED CARESS 01/7JAW ELSEWHERE N INIESF NOTES 13 ALL EXPOSED UNFOQIIED CONCRETE SURFACES SHALL EC OF IANFOPM FANSN AAV Caa? ALL FORMED SUPFAOES SHALL HA If OEfECIS AND &1409lES PAIG74ED AND REPAIRED N A WORKMAN LACE MAWR 14. MELDED PLAN WIRE FABRIC Cil? CONCRETE R£N'ITXPOEMWT 91411 COVRF1/ 10 ASN .4185 15 WERE ALLOWED ON 171£ PUNS .STABS ON ORALE (SDG) MAY BE REINFORCED WITH SYN7HETC 17BfR AOxnE£ CONTNMPC A MINIMUM Or 1.5 LBS OF 02141ED. f7BRTILA1W PQ 1YW 'Y(ENF £BETS PER CLEYC YARD Or CYANCRFTE; A40 IPKl7CX/GR Y MIXED W ACCOO➢ANGE MTN THE MMYrACTLAERS TRECTOVS 16 SPOKES N RETMORCNG' STEEL SHALL LTE M ACCORDANCE 0171 LE7MS 910M1 ON THE CRANING OR /N ACCORDANCE 014 RHE AG DETAILING MANUAL (141ES7 ED.) LOCATION 0 SPUCfS NOT SHOWN OV 17F ORAWP.0 9/AL1 BE 9S(Cr ID THE APPROVAL Cr Mt ENGINEER. AA1HM41 LAP Saila" LOIC17 S FOR REMOVING BARS 9/ALL 87 M ACC I37MCE NUN ACT 50-65 AC LETALING MANUAL LATEST EZYTTOV MESS WHEW" SNOW ON PIE DESIGN DRAMS 17 LIMY CALLED FOR OV THE PUNS SASE PLATES OR S1EE1 LTTAMS RESTING ON COOT rt- 0? MASONRY RXAVADOVS SHALL RECEIW£ .4 AMV. CF 1' STRUCTURAL ACV-9ARMK 09097 UNLESS 077101116E NOTED DN ICE OE9G/ °RAN K,S STRUCTURAL O)OYIT 91411 RAL£ A MNNLN COTIP RES Il£ STREWTH Or 5(03 P9 AT 28 0A YS 18 FO,N041101' AN9/LATTON. ORAN SYS/EM. AND kONr7LA7OV WAIL LE AS GE90VED BY 0TI107S 19 7(13.041709 WALLS SHALL ff ADEQUATELY BRACED LATERALLY PREOP T) Alp DURING 8AA771L AGAINST /O'INDA1IAN HAILS 20 WOO PLATES MOLL &r MOOTED 10 ENE FLYAN)A17ON 0111 7/7"0 x 8' EM8ED4ENT ANCHOR LXY 7S u/ NUT et PEE 149117? SPACED NOT MORE THAN 48' ON RC AM) NOT MORE IRAN 6=12' FROM/ CORNERS ARD A7 AIL PLAT ENCS NCZU RIC MW? 57: ES 21. ALL FAR1717IQ 1; GPRAOW4 CCMFACTION, O?ANACC !DUM7APON LRA* AND 840177LL SHALL t E DOVE M ACCORDANCE MRH R£ IP GEO)EOL INC 57.BSOt STUDY DATED 19 APRIL 200.5 .W N0. 105 296: FOOTINGS HAW BEES 9ffv FOR A MMWMI Alt0w4&E WARM' AZURE P'.OX! P9: MMM UM FROST AR71ECTxM COifF FOR ALL D7ERO1? F07)NGS /S 36 MOTES /5 AT 16" o/c H04/Z /5 AT 16" VERT. 1/2' EXP. ✓T CONT. 4' SLAB T.O.C. EL. 91-4 NITS. \ 91EET 57.1 /5018' oA a al , (3)-/5 CONT. /5AT16"% Ob 1RANSKRSE SECTION ( 24' - NTSSHEET 57.1 DRAI DRAIN /F REOD 0-15 CONT. TRANSVERSE - 24' - SECTION C N TS. SHEET SI SECTION emi 15 AT 16 o/c HORTZ 15 AT 16' LITifisCONDPT se4' SLAB HIM TRANSPERSE - 24' SECTION N TS SKr 7 51.1 SECTION 07A N. T.S THIS SHEET I 110 -, -, A A temp.., 0..rof It Al Anger Cr 20. Arm. Canaan' tea tar faellIS Cabala 1,0 OD AIM 9141, *VI leIVIC MAORIS alarlaaelt IftWitS Ir at 40 AIM WU arm anise:act at rani nun a e awscor oat Or 0105 Cr lid co0 Oat flea, kf PROP SOU a rra at pooknagy I REFERENCE DRAWINGS I I REVISION RECORD I \N - -kiirfc, A. 14,..1:0-..??.. ift • (0.1 -o. it. C=4: . :tkrAt.: Ilr . affrertT Oil I • a4 DRAWING ISSUE STATUS TRACT 32, ANTLER's ORCHARD ORA WV: ACAD2009 08/09 APPROVED FOR CONSTRUCTION -F APPROVED.' 00 110T Centimeters SCALE DRAWING FOR COMMERCIAL Inches OR CON S 1RUCIION PURPOSES Tenths ;1 FOUNDATION AND MAIN FLOOR FRAMING PLAN AND DETAILS CAD FILENAME 04 SEP 2009 ISSUED FOR CONSTRUCTION - v OM • SThrirnig& • EitiVIEE9:51 RIFLE, COLORADO NSPE 970-625-2774 CCEC PROJECT NUMBER: A 10 AUG 2009 ISSUED FOR APPROVAL ...,:a0-• fl - %me(' • _ , 4: :it.. , % S1.1 GARFIELD COUNTY, COLORADO DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER NUMBER DATE REVISION DESCRIPTION DATE: 04 SEPTEMBER 2009 I 110