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HomeMy WebLinkAboutPLANS 1631 Black Squirrel Dr Addition 2014-11-07BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 A2.0Sheet No: fax: 970.586.9149 vox: 970.586.9140 Sheet Title:Sheet Title: Date: A R C H I T E C T U R E P. C. Architecture, P.C. Issue: © BASIS Site & Floor Plan B& E B u i l d e r s Co l l i n g w o o d A d d i t i o n 16 3 1 B l a c k S q u i r r e l R o a d Es t e s P a r k , C o l o r a d o 8 0 5 1 7 11/7/2014 Construction __ of __ NN D W A 3'-6 "5 '-0 " B 4 ' - 0 " 8 ' - 0 "C3 3 ' - 6 " 1 '- 6 "C4 2 ' - 4 " 1 '- 6 " C2 3 ' - 6 " 1 '- 6 " C1 2 ' - 4 " 1 ' - 6 " E 2'-0" 3'-0" E 2'-0" 3'-0" E 2'-0" 3'-0" E 2'-0" 3'-0" 1 0 4 6'-8 "2 '-8 " 1 0 5 6'-8 "2'-6 " 1 0 2 6'-8"5'-0 " F 2'-0" 3'-0" F 2'-0" 3'-0" F 2'-0" 3'-0" 101 6'-8" 3'-0" D 2'-6 "5 '-0 "10 3 6 '- 8 " 3' - 0 " A 3'-6" 5'-0" 100 6'-8" 6'-0" 8'-6" 10'-0" 5'-0" 5'-0" 4'-6" 33'-0" 4" 8 ' - 1 " 4 ' - 6 " 8 ' - 1 / 2 " 1 2 ' - 7 1 / 2 " 3'-9 " 2'-2 " 1'-1 " 1'-1 " 2'-2 " 3'-9 " 14'-0" 1 1 ' - 3 " 6 ' - 9 " 4 ' - 6 " 9'-3" 7'-4" 5'-6 1/2" 22'-1 1/2" 4'-0" 4'-0" 5 1/2" 5'-7" 3 1/2"6'-8 1/2" 3 1/2" 3'-11" 15'-9" 5 1 / 2 " 1 2 '- 6 1 / 2 " 5 1 / 2 " 5 ' - 1 1 " 3 1 / 2 " 5 ' - 3 3 / 4 " 3 1 /2" 2'-2"2" 3 1 /2 " 4'-8 " 3 1 /2" 6'-5 " 3 1 /2" 1'-5 " 5 1 /2 " 4'-8" 3 1/2" 9 1/2"3 1/2" 4" 5 1 / 2 " 4 ' - 4 " 5 1 / 2 " 1 1 ' - 3 1 / 2 " 5 1 / 2 " 1 1 ' - 8 1 / 4 " 8'-0" 8'-0" 7'-4 1/4" 1/ A 4 . 0 1/ A 4 . 0 4 / A 4 . 0 4 / A 4 . 0 2/A4.0 2/A4.0 3/A 4.0 3/A 4.0 LINE OF EXISTING DECK INTERIOR 'BORROW-LITE' ABOVE NEW CONCRETE RETAINING WALLS, RE: FOUNDATION PLAN EXISTING GARAGE EXISTING DECK @ GARAGE BUILT-IN SHELVING INFILL EXISTING WINDOW OPENING, PATCH INTERIOR STONE VENEER NEW OPENING IN EXISTING EXTERIOR WALL EXISTING EXTERIOR WALL TO REMAIN SHELF & ROD TEMPERED GLASS SHOWER SURROUND TEMPERED MASTER BEDROOM FAMILY ROOM EXISTING DECK MASTER BATH/CLST NEW DECK EXISTING RESIDENCE 81'-7" 54'-10" 62'-2" 50' SETBACK FROM PROPERTY LINE EXISTING RESIDENCE EXISTING DECK HOUSE ADDITION DECK ADDITION EXISTING TREES TO BE REMOVED EXISTING GARAGE NEW RETAINING WALL, RE: FOUNDATION PLAN ACCESS EASMENT PROPERTY LINE EXISTING TREE TO BE REMOVED DRAINAGE SWALE AROUND ADDITION, MIN. 2% GRADE SHARED DRIVEWAY 8330 8320 FF=8320.0 WEST 334.4' N 2 6 ° 2 5 ' W 1 9 6 . 5 ' S 82°01'12" E 245.6' N 01°03' E 210.1' B L A C K S Q U I R R E L D R IV E 1 1/4" = 1'-0" Main Floor Plan2 1" = 20' Plot Plan ADDITION 667 SQ. FT. PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Residential Code, 2012 edition as amended by the Larimer County, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IRC Section R602.8. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. 5. Design Loads: Floors: 40 psf Roof: 50 psf Decks: 40 psf Wind: Exposure class C, 138 mph, 3 second gust 6. Typical exterior wall: Cedar siding on house wrap on 7/16-inch sheathing on 2X6 stud wall (16"o.c.). Provide R-21 insulation in stud cavity. 1/2-inch non-rated gypsum wallboard at interior, unless otherwise noted. 7. Typical roof: Heavy texture asphalt shingle on 30# building felt on nominal 5/8-inch roof sheathing on roof trusses or 2X framing as noted. Provide R-38 insulation in rafter cavity, with preformed air vent. Provide 2 courses of ice+water shield at eaves, and 30-inches either side of valley centerline at valleys. INTERIOR FINISH 8. Provide blocking in wall for mounting all cabinets, towel bars, closet rods, etc. 9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 10. Provide cementitious board (Durock or equal) behind all tiled surfaces. Provide water-resistant gypsum wallboard at all other wet locations. MECHANICAL AND PLUMBING 11. All heating equipment, piping and installation to comply with the I.R.C., 2012 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the I.R.C., 2012 edition, and all other applicable codes. 13. Mechanical & plumbing contractor to provide design and installation of heating system, and service and connections for all appliances and fixtures. 14. Coordinate installation of equipment with Electrical contractor. 15. Mechanical system: hot water radiant (system design by others). ELECTRICAL 16. Electrical materials and installation to comply with the N.E.C., 2011 edition, and all other applicable codes. 17. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements. 19. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. BUILDING AND ZONING DATA LOT 17 LITTLE VALLEY, 1631 BLACK SQUIRREL DRIVE ZONING: RE - RURAL ESTATE, 2 1/2-ACRE AREA: 1.26 ACRES SETBACKS: 50' ALL SIDES UTILITIES WATER: EXISTING WELL SEWER: EXISTING SEPTIC ELECTRIC: TOWN OF ESTES PARK BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 A3.0Sheet No: fax: 970.586.9149 vox: 970.586.9140 Sheet Title:Sheet Title: Date: A R C H I T E C T U R E P. C. Architecture, P.C. Issue: © BASIS Elevations B& E B u i l d e r s Co l l i n g w o o d A d d i t i o n 16 3 1 B l a c k S q u i r r e l R o a d Es t e s P a r k , C o l o r a d o 8 0 5 1 7 11/7/2014 Construction __ of __ ASPHALT SHINGLES, TYP.EXISTING CHIMNEY TO REMAIN EXISTING 2x TRIM NEW 2x TRIM CEDAR BOARD SIDING TO MATCH EXISTING, TYP. RETAINING WALLS RE: FOUNDATION PLAN RETAINING WALLS RE: FOUNDATION PLAN ENSURE POSITIVE DRAINAGE TO WEST, MIN. 2% GRADEGUTTER & DOWNSPOUTGUTTER & DOWNSPOUT LINE OF FOUNDATION & FOOTER BEYOND LINE OF ORIGINAL GRADE 12 4 1/2 12 4 1/2 LINE OF FOUNDATION & FOOTER BEYONDLINE OF ORIGINAL GRADE 1x3 CEDAR CORNERBOARDS, TYPICAL 1x8 CEDAR FASCIA & RAKE, TYPICAL 2x2 CEDAR WINDOW TRIM, TYPICAL MAIN FLOOR EL: 100'-0" RIDGE HEIGHT EL: 113'-5" LINE OF FOUNDATION & FOOTER BEYOND 1x3 CEDAR CORNERBOARDS, TYPICAL 1x8 CEDAR FASCIA & RAKE, TYPICAL NEW DECK RAIL TO MATCH EXISTING, MIN 36" HIGH w/ < 4" BETEEN VERTICALS WOOD STEP TO GRADE CEDAR BOARD SIDING TO MATCH EXISTING 1' - 7 1 / 2 " 2' - 6 " 3' - 8 " 2' - 9 1 / 2 " LINE OF FOUNDATION & FOOTER BEYOND GARAGE BEYOND WOOD STEP TO GRADE TRAPAZOID WINDOWS, RE: SCHEDULES DRAINAGE SWALE 1x3 CEDAR TRIM BAND 4x12 TIMBER TIMBER 'BEAM' ACCENT NEW DECK RAIL TO MATCH EXISTING, MIN 36" HIGH w/ < 4" BETEEN VERTICALS 3 1/4" = 1'-0" South Elevation 2 1/4" = 1'-0" West Elevation 1 1/4" = 1'-0" North Elevation 4 1/4" = 1'-0" Northwest Elevation BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 A4.0Sheet No: fax: 970.586.9149 vox: 970.586.9140 Sheet Title:Sheet Title: Date: A R C H I T E C T U R E P. C. Architecture, P.C. Issue: © BASIS Sections & Schedules B& E B u i l d e r s Co l l i n g w o o d A d d i t i o n 16 3 1 B l a c k S q u i r r e l R o a d Es t e s P a r k , C o l o r a d o 8 0 5 1 7 11/7/2014 Construction __ of __ 12 4 1/2 12 4 1/2T.O. WALL EL: 110'-8 3/8" MAIN FLOOR EL: 100'-0" T.O. WALL EL: 108'-1 1/8" I-JOIST FLOOR, RE: FRAMING PLAN WOOD DECK RE: FRAMING PLAN R-38 INSULATION TYPICAL FLAT-FRAME STUD WALL w/ BOARD INSULATION CONC SLAB ON BOARD INSULATION, RE: FOUND. DETAILS WOOD RAIL TO MATCH EXISITNG, MIN. 36" HIGH w/ <4" BETWEEN VERTICALS 5/8" GYP. BOARD @ CEILINGS, TYP. R-19 VINYL FACED BATTS IN CRAWL, TYP. SOFFIT VENT, TYPICAL RIDGE VENT, TYPICAL BLOCKING @ RIDGE HALL FAMILY ROOM CRAWL SPACE 12 7 T.O. WALL EL: 108'-6" MAIN FLOOR EL: 100'-0" CONC SLAB ON BOARD INSULATION, RE: FOUND. DETAILS WOOD CAP @ FND LEDGE, TYP. EXPOSED, DROPPED BEAM, RE: FRAMING PLANS2x6 EAVE EXTENSIONS WOOD DECK RE: FRAMING PLAN WOOD RAIL TO MATCH EXISITNG, MIN. 36" HIGH w/ <4" BETWEEN VERTICALS MASTER BEDROOM T.O. WALL EL: 110'-8 3/8" R-38 INSULATION TYPICAL 2x OVERFRAME, RE: FRAMING PLANS THICKENED SLAB @ BEARING WALL, RE: DETAILS 2x OUTLOOKERS FIR 'BRECK' SOFFIT, TYP. RIDGE VENT FLUSH RIDGE BEAM SOFFIT VENT, TYPICAL NAILERS I-JOIST FLOOR, RE: FRAMING PLAN R-38 INSULATION TYPICAL FLAT-FRAME STUD WALL w/ BOARD INSULATION 2x OVERFRAME, RE: FRAMING PLANS CONC SLAB ON BOARD INSULATION, RE: FOUND. DETAILS EXISTING RESIDENCE BORROW LIGHTS TO HALL, RE: PLAN & SCHED.WOOD CAP, TYPICAL FAMILY ROOM HALL BATH CLOSET CRAWL SPACE DOOR SCHEDULE ID 100 101 102 103 104 105 PAIR DOORS (2) 3'-0" (2) 2'-6" SIZE W 6' 3' 5' 3' 2'-8" 2'-6" HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" THK 0'-1 3/4" 0'-1 3/8" 0'-1 3/8" 0'-1 3/8" 0'-1 3/8" 0'-1 3/8" FRM 6 9/16" 6 9/16" 4 9/16" 6 9/16" 4 9/16" 4 9/16" MATERIAL DR CLAD WD SCW SCW SCW SCW SCW FRM CLAD WD WD WD WD WD WD HRDWR -- HW-1 HW-4 HW-2 HW-2 HW-3 STYLE FULL LITE TBD TBD TBD TBD TBD VIEW LOCATION DECK FAMILY ROOM LAUNDRY MASTER BEDROOM BATH CLOSET NOTES HARDWARE BY MANUFACTURER, CENTER HINGE PATIO DOOR, RE: PLAN POCKET DOOR WINDOW SCHEDULE ID A B C1 C2 C3 C4 D E F SIZE W 5' 8' 1'-6" 1'-6" 1'-6" 1'-6" 5' 3' 3' HT 3'-6" 4' 2'-4" 3'-6" 3'-6" 2'-4" 2'-6" 2' 2' HEAD HEIGHT 6'-8" 6'-8" 10' 11'-2" 11'-2" 10' 6'-8" 9'-9 1/2" 9'-9 1/2" MULLED UNITS (2) 2'-6" x 3'-6" 1'-8" x 4'-0" + 4'-8" x 4'-0" + 1'-8" x 4'-0" TYPE CASEMENT CASE - FIXED - CASE FIXED FIXED FIXED FIXED AWNING AWNING FIELD GLAZED VIEW LOCATION FAMILY ROOM/ MASTER MASTER MASTER MASTER MASTER MASTER MASTER BATH/HALL FAMILY ROOM/ HALL NOTES TEMPERED ADJACENT TO DOOR IN FAMILY ROOM, EGRESS WINDOW IN MASTER RE: ELEVATIONS RE: ELEVATIONS RE: ELEVATIONS RE: ELEVATIONS FIELD GLAZED BORROW LITE 1 1/4" = 1'-0" Family Room Section 3 1/4" = 1'-0" Master Bedroom Section4 1/4" = 1'-0" Master Suite Section 2 1/4" = 1'-0" Longitudinal Section SOLID CORE HOLLOW CORE HOLLOW METAL WOOD MOLDED SKIN KNOCK DOWN HOLLOW METAL (WELDED FRAME) KEY S.C. H.C. H.M. WD MS KD MTL HARDWARE SCHEDULE ID QUANTITY ITEM HW-1 - PASSAGE DOOR 1.5 PR BUTT HINGES 1 PASSAGE SET 1 WALL BUMPER HW-2 - PRIVACY DOOR 1.5 PR BUTT HINGES 1 PRIVACY LOCKSET 1 WALL BUMPER HW-3 - POCKET DOOR 1 HEAVY DUTY 'JUMP-PROOF' POCKET DOOR TRACK 1 POCKET DOOR LATCH w/ FLUSH PULLS EACH SIDE HW-4 - PAIR DOOR BI-FOLD 1.5 PR (PER LEAF) BUTT HINGES 2 PULL 1 HEAVY DUTY BI-FOLD DOOR TRACK BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 S1.0Sheet No: fax: 970.586.9149 vox: 970.586.9140 Sheet Title:Sheet Title: Date: A R C H I T E C T U R E P. C. Architecture, P.C. Issue: © BASIS Foundation & Framing Plans B& E B u i l d e r s Co l l i n g w o o d A d d i t i o n 16 3 1 B l a c k S q u i r r e l R o a d Es t e s P a r k , C o l o r a d o 8 0 5 1 7 11/7/2014 Construction __ of __ N 11 7/8" RFPI 40s @ 16" o.c. 2X10s @ 16" o.c. 8'-0" 8'-0" 7'-4 1/4" 22'-1 1/2" 8" 25'-0" 8" 6'-0" 8" 33'-0" 8' - 5 " 1 2 ' - 7 1 / 2 " 14'-0" 1 1 ' - 1 1 / 4 " 2 ' - 3 " 1 1 ' - 3 " 11'-10 1/2" 4' - 8 1 / 4 " 1'-2 "8" 15'-8" 8" 4 ' - 3 " 8 " 1 1 ' - 1 " 8 " 1 1 ' - 8 1 / 4 " 11 ' - 8 " 4 " 4 " 6 " 8 " 1 0 " 146.25° THICKENED SLAB, RE: DETAIL 12" DIA. SONOTUBE PIER w/ (2) #4 BARS VERT. w/ 24" BIGFOOT OR 24" SQUARE CONC. PAD W/ (3) #4 BARS EACH WAY, PROVIDE SIMPSON ABU66 POST BASE, TYPICAL OF (3) STEP T.O. WALL, TYPICAL STEP FOOTING, TYPICAL 24"x24"x10" CONC. PAD FOOTING w/ (3) #4 BARS EACH WAY ROLL SLAB EDGE @ WALL, RE: SECTIONS PT 2x12 LEDGER BOLT TO WALL w/ (2) 1/2" WEDGE-ALLS @ 16" O.C. (2) 2x10 RIM, TYPICAL EXISTING (2) 2x10 BEAM 6x6 POST, NOTCH POST FOR BEAM & THRU-BOLT w/ (2) 5/8" DIA. BOLTS, TYPICAL EXISTING 6x6 POST SIMPSON LUS210 HANGERS, TYP. 3/4" EXP 1 T&G OSB FLOOR SHEATHING 2x6 REDWOOD DECKING, OWNER OPTION COMPOSITE 4-INCH CONC. SLAB ON COMPACTED FILL, REINFORCE WITH 6x6 1.4WFx1.4WF WELDED WIRE MESH AT MID-DEPTH [ T.O. WALL = 107' - 6" ] ( T.O. FOOTING = 99' - 6" ) (2) 2x10s (FLUSH) 1/ A 4 . 0 1/ A 4 . 0 4 / A 4 . 0 4 / A 4 . 0 2/A4.0 2/A4.0 3/A 4.0 3/A 4.0 [ T.O. WALL = 105' - 6" ] ( T.O. FOOTING = 97' - 6" ) [ T.O. WALL = 105' - 6" ] ( T.O. FOOTING = 99' - 6" ) [ T.O. WALL = 107' - 6" ] ( T.O. FOOTING = 104' - 6" ) [ T.O. WALL = 105' - 6" ] ( T.O. FOOTING = 99' - 6" ) [ T.O. WALL = 103' - 6" ] ( T.O. FOOTING = 97' - 6" ) [ T.O. WALL = 100' - 0" ] ( T.O. FOOTING = 97' - 6" ) [ T.O. WALL = 100' - 0" ] ( T.O. FOOTING = 96' - 6" ) [ T.O. WALL = 100' - 0" ] ( T.O. FOOTING = 96' - 6" ) [ T.O. WALL = 99' - 8" ] ( T.O. FOOTING = 97' - 4" ) 2x10 LEDGER, FASTEN TO RIM w/ (2) LEDGER-LOKS EACH BAY [ T.O. WALL = 98' - 9 7/8" ] ( T.O. FOOTING = 95' - 3 7/8" ) SIMPSON SUR/L1.81/11 HANGERS SIMPSON ITS1.81/11.88 HANGERS, TYPICAL 8" 2'-0" 8" 8" 30 " M I N . B E L O W G R A D E 6 " M I N . 1'-4" 8" 2" M I N . 6" M I N . 8" +/ - 8 ' , R E : F O U N D A T I O N P L A N F O R W A L L S T E P S 1' - 0 " 2" C L E A R 1'-8"8"1'-8" 3" C L E A R 1' - 1 0 " 1'-0" (2) #4 CONTINUOUS UNDISTURBED OR COMPACTED SOIL 1/2"x10" ANCHOR BOLT WHE 2x PT MUDSILL WITH GASKET4" REINFORCED CONC. SLAB ON MIN. 4" GRAVEL BED (2) #4 CONTINUOUS UNDISTURBED SOIL 2'-0" x 6" #4 DOWEL @ 48" o.c. CONT. HORIZ. #4 @ 18" o.c. VERT. #4 @ 48" o.c. 1/2"x10" ANCHOR BOLT w/ 2"x2"x3/16" WASHERS @ 48" o.c. 2x6 PT MUDSILL WITH GASKET 4" REINFORCED CONC. SLAB ON 2" INSUL. BOARD ON MIN. 4" GRAVEL BED DRAIN TILE IN GRAVEL BED #5 BARS VERTICAL @ 18" O.C. 4" REINFORCED CONC. SLAB ON 2" BOARD INSULATION ON MIN. 4" GRAVEL BED NOTE: POUR SLAB PRIOR TO BACKFILLING RETAINING WALL 2x6 PT MUDSILL WITH GASKET 1/2"x10" ANCHOR BOLT w/ 2"x2"x3/16" WASHERS @ 48" o.c. #5 BARS @ 9" O.C. #5 BARS (DOWELS) @ 9" O.C. #5 BARS HORIZONTAL @ 18" O.C. DRAIN TILE IN GRAVEL BED TYPICAL FOUNDATION WALL THICKENED SLABRETAINING FOUNDATION WALL (RE: PLAN FOR LOCATION) 2x12s @ 24" o.c. 2 x 1 2 s @ 2 4 " o . c . 1/ A 4 . 0 4 / A 4 . 0 4 / A 4 . 0 2/A4.0 2/A4.0 3/A 4.0 2x6 OUTLOOKERS, TYP. 2x6 EAVE EXTENSIONS, TYP. (2) 2x8 HEADERS AT UPPER WINDOWS, RE: ELEVATIONS SHADING DENOTES 2x OVERFRAME SOLID STUD PACK IN WALL BELOW 5/8" 40/20 SPAN RATING EXP 1 OSB ROOF SHEATHING, TYP. (2) 2x8s(2) 2x8s(2) 2x8s(2) 2x8s (2) 2x8s(2) 2x8s(2) 2x8s (2) 11 7/8" LVLs CONTINUOUS (FLUSH) 5 1 / 8 x 1 2 G . L . B E A M ( D R O P P E D )(2 ) 2 x 8 s ( 3 ) 2 x 1 0 s ( 3 ) 2 x 1 0 s (2) 9 1 /4 " L V L s (3) 2x10s (3) 2x10s OR (2) 2x12s TYPICAL (2 ) 9 1 / 4 L V L s 1 1/4" = 1'-0" Foundation & Floor Framing Plan 3 3/4" = 1'-0" Foundation Details 2 1/4" = 1'-0" Roof Framing Plan FOOTING AND WALL STEPS SUBJECT TO CHANGE ACCORDING TO FIELD CONDITIONS VERIFY w/ GENERAL CONTRACTOR [ T.O. WALL = XX' - X" ] ( T.O. FOOTING = XX' - X" ) 17. Damp proof exterior walls with emulsified asphalt dampproofing or Deco-20 acrylic coating. 18. Ensure a minimum 2% perimeter grade slope away from the building on all sides. 19. Backfill equally on both sides of walls in 12-inch vertical lifts. Compact backfill under exterior and interior slabs. Do not backfill foundation walls greater than 4-feet high unless braced by floor system or other approved bracing method. Compact backfill to 95% standard proctor, ASTM 698. 20. Aggregate base under slab to be 4-inches washed pea gravel - 3/8- inch minimum to 3/4-inch maximum diameter. SPECIFICATIONS 21. Footing tolerance = width +/- 1/2-inch; thickness: +/-1/2-inch; level: +/- 1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet. 22. Foundation wall tolerance = level: +/-1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet; plumb: +/-1/4-inch in 8 feet. 23. Slabs on grade = level: +/- 1/4-inch in 10 feet, +/-3/4-inch overall maximum. 24. All concrete shall have a maximum slump of 5-inches. Concrete shall be rodded or vibrated to eliminate "honeycombing". STRUCTURAL FRAMING NOTES STRUCTURAL STEEL 1. Structural steel members, including plates and angles, shall conform to ASTM A36. All bolts, including anchor bolts, shall be ASTM A307. 2. Structural steel shall be detailed and fabricated in accordance with the AISC Manual for Steel Construction, current edition. STRUCTURAL WOOD FRAMING 3. Provide temporary bracing to withstand all construction and wind loads until all field connections are completed. 4. All 2-inch framing and truss lumber shall be dry (max moisture content = 19%) Hem-fir No. 2 or better, graded by Western Wood Products Association, unless otherwise noted. Solid timber beams and posts shall be Douglas Fir-larch No. 1 or better. 5. All studs shall be Hem-fir No.2 or better. Top and bottom plates to be Hem-fir No. 2 or better. Wall studs shall be continuous from floor to bearing elevation. 6. Within floor joist cavities beneath solid or built-up columns, provide squash blocking of area equivalent to area of column above. 7. Provide fire-blocks per I.R.C. Section R602.8. 8. Fasten wood members with common nails according to the requirements listed in the I.R.C. Fastening Schedule, Table R602.3(1). Anchor engineered wood joists to supports with framing anchors indicated. 9. All exterior walls to be 2x6 studs @ 24" o.c. unless otherwise noted. All posts for headers in exterior walls shall be one trim studs plus one king stud unless otherwise noted. 10. All multiple member beams, header, and posts shall be glued and nailed together, unless otherwise noted. All posts for beams shall be multiple studs to equal or exceed the width of the member, u.o.n. 11. All plates and sills for exterior and interior walls rising on concrete shall be treated wood. Provide sill gasket at exterior locations. Columns and posts located on concrete pads shall be treated wood unless a pedestal conforming to I.R.C. Section R323 is used. 12. Anchor roof framing to supports with minimum 18ga galvanized framing anchors, or as noted. 13. A Professional Engineer, registered in the State of Colorado, shall design roof trusses, if any, to support all applicable loads, including full uniform live and dead loads and superimposed loads. The Fabricator shall determine web arrangement and member forces. Stresses shall not exceed those allowed in the I.R.C. 14. Truss manufacturer shall specify and provide all truss to truss connections and wind anchors. 15. Provide bracing and bridging for stability of trusses per the fabricator's recommendations. FLOOR AND WALL SHEATHING 16. Wood sheathing materials and installation shall comply with the recommendations of the American Plywood Association. Each panel shall be identified with the grade-trademark of the APA and shall meet the requirements of U.S. Products Standard PS - 1 for plywood. 17. Glue all floor sheathing to floor joists with adhesive. Attach floor sheathing with 8d ring -shank nails @ 6-inches o.c. at panel edges and 12-inches o.c. at intermediate supports. 18. Fasten wall sheathing to exterior side of exterior walls with 8d nails or approved equal at 6" o.c., unless otherwise noted. All panel edges of ALL wall lines to be blocked and nailed. Fasten roof sheathing with 8d nails at 4" o.c. max. 19. Sheath the interior side of exterior walls with 1/2-inch regular gypsum wallboard. Fasten with 5d wallboard nails, or 1 1/4-inch no. 6 type S or W drywall screws in accordance with I.R.C. 602.3, using 6-inch o.c. framing spacing guidelines, unless otherwise noted. 20. Sheath both sides of interior stud partitions with 1/2-inch gypsum wallboard, unless otherwise noted. Attach wallboard to studs at 7-inches o.c. STRUCTURAL GLUED-LAMINATED TIMBER 21. Materials, manufacturer and quality control shall be in conformance with American National Standard ANSI/AITC A190.1-1992. 22. Lumber shall be stress graded to provide members with AITC combination symbols 24F-V4 for simple spans and 24F-V8 for multiple spans. Install 24F-V4 members such that tension side is on the bottom. 23. All members shall be Architectural Appearance Grade. 24. Adhesives shall meet the requirements for wet conditions of service. 25. All members shall have zero camber. SPECIFICATIONS 26. Floor level tolerance = width: +/- 1/2-inch 24 feet. 27. Wall tolerance = level: +/-1/4-inch plumb in 8 feet. 28. Rough opening tolerance = +/-1/4-inch of actual dimensions. 29. Door and window installation tolerance = +/-1/8-inch off plumb, +/- 1/8-inch out of square. All exterior doors shall be installed plumb and square with no wracking. FOOTING AND FOUNDATION NOTES FOUNDATION DESIGN 1. Design of footings is based upon an assumed allowable soil bearing pressure of 2,000 pounds per square foot. 2. Footing elevations indicated are based upon estimated grades. The Excavation contractor shall ensure depth of footing excavation is sufficient to ensure placement of footing s on natural, undisturbed soil or bedrock and below frost depth of 30-inches. 3. Provide continuous reinforcing at footing and wall steps and ones detailed. REINFORCED CONCRETE 4. All structural concrete shall develop a minimum 28-day compressive strength of 3000 psi. Fc = 3,000 psi @ 28 days with 5% air (+/- 1.5%) 5. Place concrete continuously without horizontal cold joints. 6. Provide sawcut control joints in slab at 10' O.C. max, each direction. Minimum depth = 1" REINFORCING STEEL 7. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the 'Manual of Standard Practice for Detailing Reinforced Concrete Structures' - ACI 315. 8. All reinforcing shall be deformed bars conforming to ASTM A-615, Grade 60, except ties, which shall be deformed bars, Grade 40. 9. At splices in reinforcing, lap bars 36 diameters. At corners, make horizontal bars continuous or provide corner bars. 10. Vertical reinforcing: # 4 bars as detailed on drawings 11. Horizontal reinforcing: #4 bars as detailed on drawings. 12. Minimum concrete protection for reinforcement shall be in accordance with ACI 318-89 and as follows, u.o.n. Concrete poured against earth: 3-inches Concrete in forms: 2-inches Slabs: 3/4-inches 13. Welded-wire fabric shall conform to ASTM specification A-185, Grade 65 and shall be lapped one full mesh at side and end splices and wired together.14. Provide all accessories necessary to support reinforcing. All reinforcing shall be held securely in proper position in accordance with ACI 318. 15. All bolts (including anchor bolts) shall comply with ASTM A307. Structural steel members, including plates and angles, shall be ASTM A36. Anchor bolts shall be spaced as detailed, but not more that (1) one foot from corners. DRAINAGE AND BACKFILLING 16. All foundations require subsoil drainage system, per IRC R405 and are considered part of the foundation design. Provide a 4-inch diameter perforated PVC footing drainpipe at perimeter of foundation. Surround pipe with minimum 12-inches of washed, rounded gravel, minimum size = 3/4-inch diameter, protect with filter fabric. Drain to daylight. Subsoil drain water shall not discharge into the public sewer system.