Custom Home Design Plan #239 By SDS-CAD Specialized Design Systems

Transcription

1 BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENION, PEC, AND CONNECTION BEFORE CONTRUCTION BEGIN. BUILD A PER IRC UBC OR LOCAL CURRENT CODE Custom Home Design Plan #29 By Page 1 Cover Page Page 2 Main Floor Plan Page Basement Plan Page 4 Elevation Plan Page 5 Typical ection Details Page 6 Floor and Roof Framing Plan Page 7 Whole House ection Page 8 Cabinet & tair Detailsl Page 9 Main Electrical Page 10 Basement Electrical Page 11 Misc Details Page Beam & Joist Calculations To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expence and responsibility. The contractor shall verify all dimensions and enclosed drawing. DCAD is not liable for errors once construction has begun. While every affort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. All calculations and member sizing should be verified for your building by a certified building official. P O Box 74 Mendon, Utah sdscad@pcu.net Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 1

2 VENTING CHEDULE Range Hoods Vent Through Roof All Bath Fans Vent to Exterior Dryer Vent Vent to Exterior INULATION CHEDULE Ceilings R-8 Min Wall above grade R-19 Min Wall interior below grade R-1 Min DOOR CHEDULE NUMBER QTY FLOOR IZE DIMENION DECRIPTION D X80X1 /8" PANEL DOOR - COLOR BRITE WHITE D X96" GARAGE 2-PANEL GARGE DOOR D X80X1 /8" PANEL DOOR - COLOR BRITE WHITE D X80X1 /8" PANEL DOOR - COLOR BRITE WHITE D X80X1 /4" EXT. 6-PANEL D X80X1 /4" EXT. 6-PANEL D X80" BIFOLD D X80" EXT. LIDER-GLA D /4X80X1 /8" PANEL DOOR - COLOR BRITE WHITE D X80" LIDER D X80X1 /8" PANEL DOOR - COLOR BRITE WHITE D X80X1 /8" EXT. PANEL DOOR - COLOR BRITE WHITE 4'-0" 11'-2" 2'-" 7'-9" 2'-" 10'-7" 2'-1" '-0" 2'-8" 040 4'-" '-0" 4'-0" 2'-0" 5'-0" 7'-4" '-0" '-6" 2'-6" 2'-0" 1'-1" '-1" 8'-2" '-1" 5'-1 7/8" '-7" x 9'-11" BATH 6'-11" x 7'-4" 7'-0 1/2" '-" 20'-10" 5'-7" 14'-4" '-8" '- /4" " DINING 5050 Vaulted Ceiling Vaulted Ceiling FAMILY 16'-6" x 2'-4" 068 7'-8" 52'-0" KITCHEN 5068 Flue 2'-0" 6'-5 CLOET 7/16" 2'-1" x 6'-4" 6'-11 1/2" 2868 HALL 9'-2" x '-" BATH 5'-2" x 9'-10" DN '-5 1/2" OPEN BELOW 9'-11" x '-4" GARAGE 2'-0" x 22'-5" 420 8'-0 7/8" MATER BDRM 1'-8" x 1'-4" '-10" " 2'-8" 7'-8" '-0" 9'-0" 14'-0" '-10" 2'-2" 41'-0" WINDOW CHEDULE NUMBER QTY FLOOR IZE DIMENION DECRIPTION W "X6" INGLE HUNG W "X6" INGLE HUNG W "X48" INGLE HUNG W "X6" INGLE HUNG W "X6" INGLE HUNG W "X64 7/16" MULLED UNIT W "X60" RIGHT LIDING W "X60" INGLE HUNG W "X6" INGLE HUNG W "X42" RIGHT LIDING P O Box 74 Mendon, Utah sdscad@pcu.net 1/2 X 14 LVL Header '-9" 4'-0" '-9" 2'-6" 5'-0" '-0" 8" '-0" '-0" 18'-0" '-0" 11'-6" 14'-2" 2'-4" 24'-0" 52'-0" MAIN FLOOR PLAN CALE 1/8"=1' Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 2

3 Concrete: 1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans. 2. Concrete to be ACI 01-66, Type II cement, 2500 psi at 28 days, 5" maximum slump.. Reinforcing to be ATM A615-Bars with Fy=60 ksi lamp 0 diameter minimum at splices or weld per ACI td. 4. Concrete design based on Fc 2000 psf, Fc 2500 psi for quality only. 5. Anchor bolts shall be A-07 embedded 7" minimum into concrete or masonry grout. BRACED WALL AND ALT BRACED WALL OPTION Brace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following: a. impson WB 6 wall bracing with -16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of /8 inch. c. Continuous bracing from floor to floor 1/2" PLYWOOD 2x 16" O.C. 2x ILL PLATE RIM JOIT IMPON CMT TRAP 6" LONG impson HPAHD strap location marker ee detail for cantilever CONCRETE WALL CANTILEVER DETAIL NOTE TRAP TO LINE UP WITH FOUNDATION HOLD DOWN TRAP BELOW WEB TIFFENER EACH IDE JOIT FOR 4' 7/8" OB OR PLYWOOD OR LVL WOOD I-JOIT 2~1/2" x 5" WEDGE BOLT W/EPOXY CONCRETE FND. WALL IMPON FA TRAP 25 1/2" LONG '-4" 10'-10" 2'-4" 8'-0" 2'-4" 9'-10" '-4" 5'-0" 2'-6" 4'-8" 2'-0" 1'-4" 1'-10" 5'-0" '-0" FUTURE 10'-2" x 9'-0" 5068 BATH 6'-10" x 7'-7" '-0" '-0" 29'-0" 2668 FUTURE 10'-2" x 10'-0" ee Cantilever Detail FOOTING CHEDULE HOUE WALL DECK & PORCHE BEARING WALL GARAGE WALL '-0" 5'-0" '-0" '-0" 5'-0" 6'-0" 5'-0" 10'-0" 2668 Egress Window Access Required if Under Deck FUTURE 11'-7" x 10'-0" '-5" HALL 11'-8" x 4'-0" 4'-1" 20" x 10" Min 18" x 10" Min 20" x 10" Min 18" x 10" Min Min 2 #4 Rebar Horizontal on undisturbed or compacted soil 7'-8" 52'-0" WH FAU 2468 FAMILY 28'-2" x 1'-1" GARAGE 22'-8" x 22'-" BRACED WALL PANEL 4X8 HT. ON FOUNDATION. NAIL W/8d O.C. O.C. IN FIELD. NAIL BOTTOM TO ILL PLATE. UP Block out for garage doors see floor plan for locations 5'-0" 506 5'-0" 1'-11" '-11" '-10" 2'-" 41'-0" ALTERNATE BRACE WALL PANEL PROVIDE (2) TRAP FOR B.W.P. P O Box 74 Mendon, Utah sdscad@pcu.net BAEMENT PLAN CALE 1/8"=1' 28'-0" 52'-0" 24'-0" Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD

4 iding Rock LEFT ELEVATION CALE 1/16"=1' ARCHITECTURAL AHPHALT HINGLE Exterior Finish to be determined by homeowner and to meet subdivision requirements REAR ELEVATION CALE 1/16"=1' 6/ PITCH FC FF FC 8'-0" 9'-0" 18'-0" 25'-8" RIGHT ELEVATION CALE 1/16"=1' P O Box 74 Mendon, Utah sdscad@pcu.net 1'-0" 7'-8" FF FRONT ELEVATION CALE 1/8"=1' PERPECTIVE VIEW Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 4

5 ee Elevations for Pitch VENT ATTIC PER CODE PREFABRICATED 24" 0.C. APHALT HINGLE OVER 0# FELT ICE HIELD 24" UP FROM WALL AND ALL VALLEY 5/8" PLY. HEATHING TRU CLIP RAIN GUTTER 1 x 6 FACIA FINIH PER ELEVATION HOUE WRAP OVER 7/16" PLY. HEATHING 2 x 6 BOTTOM PLATE RIM JOIT 2 x 6 MUDILL 1/2" x 10" ANCHOR BOLT EMBEDDED 7" INTO CONC. 1/2" REBAR PACED 24" HOR & VERT 4" MIN FROM TOP AND BOTTOM 4" DRAIN TO DAYLIGHT IN 8" x 24" GRAVEL 10" 1'-6" 7'-8" 1/2" HEETROCK 2 x 6 DOUBLE TOP PLATE R-19 BATT INULATION 2 x 6 16" O.C. 1/2" HEETROCK /4" PLYWOOD UBFLOOR CREW & GLUE 2 x 11 7/8 TGI 16" O.C. OR A NOTED ON PLAN 8" MIN 2x4 INULATED WALL 8'-0" FIN. FLR. TO CLG. BEARING WALL A PER PLAN 2 x 16" O.C. 2-1/2" REBAR PREFABRICATED 24" 0.C. EE NOTE FOR HEADER IZE BAEBOARD 4" CONC. LAB W/6 x 6 #10 WW MEH OR FIBER 4" GRAVEL & 6 MIL VAPOR EAL VAULT A DEIGNATED ON FLOOR PLAN R-8 INULATION ALUM. FIT & FACIA BRICK OR ROCK WITH 1/2" AIRPACE A PER FLOOR PLAN 8' X 8" FOUNDATION WATERPRO TO GRADE 10" X 20" FOOTING WITH 2-1/2" REBAR P O Box 74 Mendon, Utah sdscad@pcu.net 6" 8" 6" 20" TYPICAL HOUE ECTION CALE NT Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 5

6 Roof Framing: 1. Fascia to be 2"x Douglas Fir. 2. For soffit size see details.. For spans and dimensions refer to floor plans. 4. Trusses are to be an approved truss design from the truss manufacture's engineer. Install as per engineers specs 5. Use impson H-1 hurricane anchors at each truss or rafter to wall connection. 6. olid blocking required between joists, rafters, and trusses over all bearing walls. uch blocking shall be 1 ½" minimum thickness and full depth of joists, rafters, or trusses. 7. Minimum header sizes shall be according to the header size table unless otherwise noted. 8. Basis of design roof live/snow load of 7 psf, and roof dead load of 15 psf. 9. Plywood roof decking to be Min ½" thick, 24/0, CDX or 5/8 wafer. ee Catilever Detail MAIN FLOOR FRAMING CALE 1/16"=1' '-5" 4'-1" ee Catilever Detail 11 7/8"" I-Joists 16" o.c Floor Joists. UP EE GENERAL PEC AND NOTE FOR FRAMING DETAIL RO FRAMING CALE 1/16"=1' P O Box 74 Mendon, Utah sdscad@pcu.net PRE-ENGINEERED ENERGY TRUE A UPPLIED BY TRU MANUFACTURER 1. Trusses to be 24" O.C. 2. Attic access min 22 1/2" x 0" were most convenient. For all areas greater than 0".Place vaults where possible as indicated on the floor plan 4. Install all trusses as per truss manufacturer installation guidelines. 5. 6/ Pitch 6/ Pitch Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 6

7 General framing: (Douglas Fir) 1. Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to 4'-0" pan 2-2x4's 4' + to 6'-0" pan 2-2x6's 6' + to 8'-0" pan 2-2x8's 8' + to 10'-0" pan 2-2x10's 10' + to '-0" pan 2-2x's Header sizes (two story construction) 2'-0" to '-0" pan 2-2x4's ' + to 5'-0" pan 2-2x6's 5' + to 7'-0" pan 2-2x8's 7' + to 8'-0" pan 2-2x10's 2. Brace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following: a. impson WB 6 wall bracing with -16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of /8 inch.. Fire stopping: a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. Firestopping shall consist of 2" nominal lumber. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials. 4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2"x6" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2"x4" studs at 24" o.c. and at bearing walls 2"x4" studs at 16" o.c. with double top plate. 6. hear wall to be /8" CDX plywood applied horizontally. 7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. 9. Nailing to be per current U.B.C. unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. tructural glued laminated timbers to be stamped by an approved agency.. Use redwood or pressure treated sole plates at all exterior walls. FULL HOUE FRAMING ECTION CALE 1/8"=1' P O Box 74 Mendon, Utah sdscad@pcu.net Floor Framing: 1. All floor joist to be Douglas Fir #2 or 16" o.c. unless otherwise noted. 2. For spans and dimensions refer to floor plans.. Use impson H 2.5 hurricane anchors at each floor joist to bearing wall connection. 4. olid blocking between joists over all bearing walls, and midspans such blocking shall be 2" minimum thickness and full depth of joists. 5. Minimum header sizes shall be according to the header size table unless otherwise noted. 6. Basis of design: floor live load of 40 psf, and floor dead load of 15 psf. 7. Floor decking to be ¾" thick T & G wafer board. 8. Joist hangers to be impson U210 or equal unless otherwise noted. 9. Double joists and or double blocking at all interior walls. Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 7

8 A 2x TRINGER - EACH REQUIRED B 2x6 KICK PLATE - ANCHORED TO CONCRETE WITH 1/2" EXPANION BOLT - ANCHORED TO FLOOR DECKING WITH 6-16d NAIL. F C 11x9/8" PARTICLE BOARD TREAD WITH 1" MIN. NOING D 1"x8" #2 PINE RIER E 2x6 LEDGER ECURED TO EACH TUD WITH 2-16d NAIL. F HANDRAIL/GUARDRAIL - FINAL TYLE, MATERIAL AND COLOR TO BE OWNER' CHOICE. DEIGN TO BE PER CURRENT U.B.C.: 1. GUARDRAIL TO BE 6" HIGH MIN. 2. HANDRAIL TO BE 4" TO 8" ABOVE NOING TREAD. OPEN RAILING TO HAVE INTERMEDIATE RAIL OR ORNAMENTAL PATTERN UCH THAT A PHERE 4" ROUND CANNOT PA THRU. G 5/8" TYPE "X" DRYWALL REQUIRED UNDER TAIR AND ALONG TAIR WELL WALL. E A G H TAIR DETAIL B C D B DINING CABINET CHEDULE NUMBER QTY FLOOR DIMENION DECRIPTION C X24X6 " BATH BAE CAB C XX0 " WALL CAB C X24X6 " BATH BAE CAB C XX0 " WALL CAB C X24X6 " BAE CAB C X24X0 " CRNR WALL CAB C X24X6 " BAE CAB C X24X6 " PEN BAE CAB C X24X6 " PEN BAE CAB C XX0 " WALL CAB C XX0 " WALL CAB C 1 1 6X24X6 " BAE CAB C X42X6 " CRNR BAE CAB C X22X6 " BAE CAB C X24X6 " BATH BAE CAB Kitchen layout and cabinets to be chosen by homeowner/contractor basic layout for reference only. Measure after sheetrock is installed for correct sizing. Vaulted Ceiling BDL216 PBDL246 BDL B66 BDL096 x22 Cabinet Detail CALE 1/4"=1' W0 KITCHEN W60 WL150 WL180 BDL6 BD276 BDL156 CW240 CBD426 CBD426 CW240 W0 WL180 WL180 Corner Tub [60W] 2668 DCAD Toilet BATH 5'-2" x 9'-10" Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is 2X 8 P O Box 74 Mendon, Utah sdscad@pcu.net

9 ELECTRICAL CHEDULE NUMBER QTY FLOOR DIMENION WIDTH DECRIPTION E XX1 " " EXHAUT E X16X4 " 16 " HALF DOME LIGHT - LIGHTING GREY E X8X8 " 16 " HALF CONE - LIGHTING GREY E X0X5 " " 220V E X0X5 " " DUPLEX E X0X5 " " GFCI E07 1 X1X5 " " FOUR WAY E X1X5 " " INGLE POLE E X1X5 " " THREE WAY E X9X18 " 9 " CAGED LANTERN E X6X2 " 6 " MOKE DETECTOR MAIN FLOOR ELECTRICAL PLAN CALE 1/8"=1' Corner Tub [60W] BDL156 GFCI Toilet BD276 GFCI D D BDL216 PBDL246 W0 BDL246 BDL096 x22 B66 W60 WL150 WL180 BDL6 BD276 BDL156 CW240 CBD426 CBD426 CW240 4 W0 WL180 WL180 D GFCI GFCI DN Toilet Corner Tub [60W] 4 4 D Electrical ystems: 1. Inspection is required prior to backfill of lines. 2. Provide 20 ft. of No. 4 copper wire as ground electrode in foundation footing.. Bond interior piping system with #8 bare copper. 4. Provide main jumping bond with #4 bare copper. 5. Electrical service is to be 200 amp service, 0/240 volt, 1 phase raintight, underground. 6. Provide separate 20 amp circuits to washer. 7. Provide 20 amp circuits to family and dining room, and a minimum of two 20 amp circuits to kitchen. 8. Prewire for TV, telephone in kitchen, family room, living room, and in every bedroom. 9. Install ground fault current interrupter on exterior, garage, kitchen, and bathroom convenience outlets. 10. Bottom half of outlet controlled by switch when shown. 11. All outlets in kitchen are to be at +44" excluding those for the refrigerator, range, disposal, and dishwasher.. Maximum spacing of outlets shall not exceed ft. along wall line and at any wall over 24" wide in all rooms except kitchen, bath, utility, and garage. 1. Install light in walk-in closet 18" minimum horizontal from any shelf. 14. Provide a ventilation fan capable of producing a change of air every minutes for bath or utility. 15. Provide smoke detector alarm conforming to ection 10(A) U.B.C. and local building codes in every bedroom and on each floor. 16. CO2 Detector on each floor. 17. Ceiling fan hangers on all bedroom and living room lights. 18. Consult with contractor and homeowner for all final light fixture and light placement and details. P O Box 74 Mendon, Utah sdscad@pcu.net Garage Door Opener Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 9

10 ELECTRICAL LEGEND YMBOL DECRIPTION METER OCKET PANEL BOX FUTURE 10'-2" x 9'-0" BATH 6'-10" x 7'-7" D GFCI D FUTURE 10'-2" x 10'-0" ee Cantilever Detail D Egress Window Access Required if Under Deck FUTURE 11'-7" x 10'-0" D HALL 11'-8" x 4'-0" floor drain Electrical in basement to be installed as min required by code for unfinished space, but allow adequate expansion to finish basement in the future. WH FAU FAMILY 28'-2" x 1'-1" GARAGE 22'-8" x 22'-" UP 4 WP DM GFI WP TV T D DC F A C CEILING FAN W/ LIGHT FLUORECENT LIGHT FIXTURE 110V CEILING LIGHT FIXTURE 110V RECEED LIGHT FIXTURE 110V EAVE LIGHT FIXTURE 110V CHANDILIER LIGHT FIXTURE 110V WALL LIGHT FIXTURE INGLE POLE WITCH THREE WAY WITCH FOUR WAY WITCH DIMMER WITCH OUTDOOR WITCH 110V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE GROUND FAULT INTERUPTED 110V DUPLEX RECEPTACLE W/ WEATHERPRO COVER 110VFLOOR MOUNTED DUPLEX RECEPTACLE 240V RECEPTACLE TELEPHONE JACK TELEVIION JACK DOOR BELL PUH BUTTON THERMOTAT MOKE DETECTOR EXHAUT FAN DOOR CHIME FIRE ALARM PANEL COMPUTER POINT P O Box 74 Mendon, Utah sdscad@pcu.net BAEMENT ELECTRICAL PLAN CALE 1/8"=1' Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 10

11 INGLE POUR RIM JOIT INTALLATION IDING MATERIAL HD1 = HPAHD22 impson Hold Downs HD2 = THD14RJ impson Hold Downs EE FOOTNOTE NO.5 1/2" MIN. FROM CORNER NAILED PORTION CDX PLYWOOD HEAR WALL INTALLED W/ LONG DIMENION ACRO TUD. TAGGER VERTICAL JOINT PANEL HEATHING UED A CORNER BRACING W/ LONG DIMENION PARALLEL TO TUD 1 1/2" ONE #4 REBAR IN HEAR CONE impson trong-tie HPAHD INGLE POUR CORNER INTALLATION 0" MINIMUM REBAR LENGTH TYPICAL HEAR WALL N.T.. ONE #4 REBAR IN HEAR CONE " MINIMUM REBAR LENGTH CORNER DITANCE FROM EDGE TRAP TO CORNER impson trong-tie HPAHD LEAVE 1/4" EDGE & 1/8" END UNLE OTHERWIE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d 6" O.C. AT EDGE & EAM AND 10d " O.C. IN FIELD U.N.O. ON HEAR WALL CHEDULE 06A-108 APHALT HINGLE ROING MATERIAL 0# ROING PAPER 5/8" Min RO DECKING ENGINEERED TRUE VENT PER CODE VENTILATION METAL DRIP EDGE RAIN GUTTER 2 x 6 UB FACIA " METAL FACIA 1 FT. OVERHANG METAL VENTED FIT EXT. WALL FINIH A PER ELEVATION TYVEK HOUE WRAP 7/16 MIN WALL HEATHING 2 x 6 FRAMING 16 O.C. A-07 ANCHOR BOLT 2 x 6 TREATED ILL PLATE FOAM ILL EAL 6" MIN TO GRADE HEIGHT WATERPROING TO GRADE 8" FOUNDATION WALL A-615 RE-BAR 24" OC VERT & HOR 4" DRAIN TILE 10" x 20" MIN CONCRETE FOOTING A-615 RE-BAR GRADE 6 80" TOP WINDOW HEIGHT (FROM UB FLOOR) 8' 8' ROOM HEIGHT (FROM UB FLOOR TO FRAMING) 8' 7'-8" ROOM HEIGHT (FROM LAB TO FRAMING) R8 ATTIC INULATION ENGINEERED TRUE 24" O.C R19 WALL INULATION VAPOR BARRIER HEETROCK WALL FINIH FINIH FLOOR /4 T&G UB FLOOR 1 /4 x 11 7/8" I-JOIT OR EQUIV R19 JOIT INULATION 2 x 4 WALL FRAMING R1 WALL INULATION VAPOR BARRIER HEETROCK WALL FINIH 4" CONCRETE FLOOR WIRE MEH VAPOR BARRIER 4" GRAVEL FILL GRADE 2 % MIN. LOPE 8''-0" VERT. #4 24" O.C. 8" MIN. THICKNE CONCRETE WALL J-BAR DOWEL TO MATCH VERTICAL REBAR PACING. EXTENDED 24" MIN. INTO FOUNDATION WALL. WITH 6" MIN. HOOK GRADE 2 8" 4" CONC. LAB 20"X10" CONC. FOOTING % MIN. LOPE VERTICAL REBAR O.C. J-BAR DOWEL TO MATCH VERTICAL REBAR PACING. EXTENDED 24" MIN. INTO FOUNDATION WALL. WITH 6" MIN. HOOK 10"X20" CONC. FOOTING MAX. PACING. BOLT HALL BE EMBEDDED 7" MIN. 4" CONC. LAB GARAGE WALL ECTION BEARING WALL ECTION 4" COMPACTED GRAVEL COMPACTED OIL HORIZONTAL REBAR # O.C. W/FIRT BAR PLACED 4" ABOVE FOOTING & LAT BAR 4" BELOW TOP FOUNDATION WALL. 2- #4 REBAR CONTINUOU 1/2"X10" FOUNDATION BOLT 2- #4 REBAR MAX. PACING. BOLT HALL BE EMBEDDED 7" MIN. 8" MIN. THICKNE HORIZONTAL REBAR # O.C. W/FIRT BAR PLACED 4" ABOVE FOOTING & LAT BAR 4" BELOW TOP FOUNDATION WALL. 4" CONC. LAB 4" GRAVEL COMPACTED OIL 2- #4 REBAR CONTINUOU P O Box 74 Mendon, Utah sdscad@pcu.net ONE TORY WALL ECTION TANDARD PLATFORM FRAMING BAEMENT WALL ECTION CALE:NO CALE Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD 11

12 Floor Joist Calculations Garage Door Header Calculations Roof Beam[ 2006 International Residential Code Ver: 5.05 By: DCAD Floor Joist[ 2006 International Residential Code Ver: 5.05 By: DCAD, DCAD ummary: ERIE 450 / Boise Cascade x O.C. ection Adequate By: 9.% Controlling Factor: Allowable Deflection * I-joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Joist pan Deflections: Dead Load: DLD-Center= 0.16 IN Live Load: LLD-Center= 0.7 IN = L/562 Total Load: TLD-Center= 0.5 IN = L/94 Joist pan Left End Reactions (upport A): Live Load: LL-Rxn-A= 408 LB Dead Load: DL-Rxn-A= 175 LB Total Load: TL-Rxn-A= 58 LB Bearing Length Required (Beam only, upport capacity not checked):bl-a=1.75in Joist pan Right End Reactions (upport B): Live Load: LL-Rxn-B= 408 LB Dead Load: DL-Rxn-B= 175 LB Total Load: TL-Rxn-B= 58 LB Bearing Length Required (Beam only, upport capacity not checked):bl-b=1.75in Joist Data: Joist pan Length: L2= 17.5 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: L/ 60 Joist pan Loading: Uniform Floor Loading: Live Load: LL-2= 5.0 PF Dead Load: DL-2= 15.0 PF Total Load: TL-2= 50.0 PF Total Load Adjusted for Joist pacing: wt-2= 67 PLF Properties For: ERIE 450 / Boise Cascade ummary: ( 2 ) 1.75 IN x 14.0 IN x 16.0 FT / Versa-Lam 2800 Fb DF - Boise Cascade ection Adequate By: 48.% Controlling Factor: ection Modulus / Depth Required 11.5 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.9 IN = L/496 Total Load: TLD= 0.58 IN = L/1 Reactions (Each End): Live Load: LL-Rxn= 60 LB Dead Load: DL-Rxn= 168 LB Total Load: TL-Rxn= 504 LB Bearing Length Required (Beam only, upport capacity not checked):bl=1.60in Beam Data: pan: L= 16.0 FT Maximum Unbraced pan: Lu= 2.0 FT Pitch Of Roof: RP= : Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load-ide One: LL1= 5.0 PF Roof Dead Load-ide One: DL1= 15.0 PF Tributary Width-ide One: TW1=.0 FT Roof Live Load-ide Two: LL2= 5.0 PF Roof Dead Load-ide Two: DL2= 15.0 PF Tributary Width-ide Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Beam elf Weight: BW= 15 PLF lope/pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 16.0 FT Beam Uniform Live Load: wl= 420 PLF Beam Uniform Dead Load: wd_adj= 210 PLF Total Uniform Load: wt= 60 PLF Properties For: Versa-Lam 2800 Fb DF- Boise Cascade Bending tress: Fb= 2800 PI hear tress: Fv= 285 PI Modulus of Elasticity: E= PI tress Perpendicular to Grain: Fc_perp= 900 PI Adjusted Properties Fb' (Tension): Fb'= 19 PI Adjustment Factors: Cd=1.15 Cl=0.99 Cf=0.98 P O Box 74 Mendon, Utah sdscad@pcu.net Note: Paper size 11 x 17 B - size, scale is as stated if printed on 22 x 4 - D size scale is DCAD