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Home My WebLink AboutBLD2005-01253 Addition - BLD Plot / Site Plans - 8/17/2005EXISTING SFL I T LEVEL 1-4OME I l'-O" 60 5L GI_ DR EXISTING PATIO TRUSS NOTES: N N ALL TRUSS DESIGN AND ENGINEERING BY SUPPLIER TRUSS SUPPLIER 15 AUTHORIZED TO MODIFY TRUSS DESIGN FROM DESIGNER'S TRUSS PROFILES AS NECESSARY AS LONG AS BEARING AND BUILDING STRUCTURE REMAINS THE SAME ALL TRUSSES ARE 2"x SET AT 16" O.G. WITH 1/16" OSB SHEATH -ZING OVER ALL HANGERS AND UPLIFT PREVENTION DEVICES TO BE SPECIFIED AND SUPPLIED BY TRUSS DESIGNER O N 0 N 0 0 '-O" REMOVE 4 RE -LOCATE FRAME NEW OPENING 50 5L GL DR I r I 60 50 5LD N Z'--Ii" it; 26 FRENCH 1'-q " 10'--1 " _ wF ALCOVE /OFFICE 1'-0" x q'-0" - in 50 51-FOLD SNELVING SUNROOM 101-0" x 01'-0" J 0 26 BI-FOLD w CY IL 60 B I -FOLD - ---- CO -11-1 " 8'-3 " 4" o ART STUD I O/I-4OBBY ROOM 11'-o" x 10'-O" 1--1 I 205051-1 60505LD 205051.4 20'-0" ADDITION FLOOR FLAN SCALE: 1/4"=11-0" (2)2x8 DFw2 I4DR 111112x8 ROOF FLAN tort r ir 0 N 0 aw 0 2'-0" W O a n EXISTING SPLIT LEVEL HOME 11'-0" N q Q k 4 6 " x 24" 1441fLL W/ REBAR G"x 12" FTGS.'W/ 2 *4 RESAR a a 20'-0" *4 ® 24" O.G. - TYP. ® ALL SLAB TO FDN CONNECTIONS 4GONG.^CONTROL .4, JOINTS J FOUNDATION FLAN SCALE: 1/4"=1'-O" l2 - 4 ere r r r / r r r- r / / f\ r / r / /r r r / / / / / / =-1m U) PLATE PT. 1 L CONTINUOUS RIDGE VENT _ r r e r r r r 1// 1 r r, r f .rl r j_ j/ ./� I r r / / / / / / / r 1 / 1 / 1 rr / r / r s / r r r r / / / ZZZZZZZZZ r / / r / / / / e / / r / r / / 1 r r r / / / / r 4 / r 4/ r / / / / r r / / / r r / / r / r r //r1 //ere//rr/r/r / / / r ram/ r / ROOFING TO MATCH EXIST. 1"x FASCIA 1"x CORNER TRIM - SIDING TO MATCH EXIST. FRONT ELEVATION SCALE: 1/4"=1'-O" ATTIC VENTILATION: 440 SF / 300 = 1.46 x 144 = 211 5.1. / 2 = 105.6 5.1. REQUIRED UPPER 4 LOWER VENTING (3) 50 RIDGE VENTS = 150 SQ. IN. (3) 48.0 5.1. 20" x 6 " SOFFIT VENTS = 1445.1. RIGHT SIDE ELEVATION SCALE: I/4"=11-O" a W 4' r 1 J 1 ADDITION: 440 SF Ui r- 0 fi (I)u_ < ?j zQ 0 z zz U o A 0 F vo Cam W� a al() (I 01 z (Nv 4 to 4' REVISIONS 4' DRAWN BY: DEK G-IEOKED BY: del( DATE: O1/15/05 SHEET I OF 2 SWEET NO. A 1.0 SCALE: 1/4"=1'-O" GENERAL NOTES: OWNER 15 RESPONSIBLE TO PROVIDE OR NAVE OTHERS PROVIDE ALL ENGINEERING AND/OR SPECIFICATION AND/OR SIZING OF ALL ITEMS NOT SHOWN ON THESE DRAWINGS RELATED TO STRUCTURE, ELECTRICAL, H.V.A.C., PLUMBING, ENERGY COMPLIANCE ANALYSIS AND OTHER 'SYSTEMS'. DRAWINGS REPRESENT THE FINISHED BUILDING. DO NOT SCALE DRAWINGS. BUILDER SHALL BE RESPONSIBLE FOR CONSTRUCTION METHODS, PROCEDURES AND CONDITIONS EXCEPT AS SPECIFICALLY INDICATED OTHERWISE IN THESE DOCUMENTS. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS NAVE BEEN INSTALLED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND STANDARDS. WHERE THE DRAWINGS MAY VARY FROM APPLICABLE CODES AND STANDARDS THE MORE STRINGENT PROVISION SHALL GOVERN. VENTILATION NOTES: VENTED WINDOW THROUGH WALL PORTS OR FRESH AIR DUCTS AT FURNACE. ALL REQUIRED ITEMS AND EQUIPMENT SHALL BE PROVIDED AND INSTALLED TO MEET APPLICABLE VENTILATION CODES. GABLE ROOF VENTILATION (SECT. 1505.3) VENT THROUGH GABLE END VENTS, ROOF CAPS OR RIDGE VENT AND EAVES PER UBC SECT. 1505.3. PROVIDE REQUIRED SQ.FT. OF NET VENT AREA BOTH AT EAVE AND NEAR RIDGE EACH UNIT. (1/300 OF ATTIC AREA) ATTICS SHALL BE PROVIDED WITH A NET FREE VENTILATION AREA OF NOT LESS THAN 1/I5O OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300, PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED; OR PROVIDE A VAPOR RETARDER ON THE WARM SIDE OF THE SIDE OF THE ATTIC INSULATION. PROVIDE WINDOW VENTING OF 1/20 OF FLOOR AREA PER SECT. 1203.3. PROVIDE NATURAL LIGHT OF 1/10 OF FLOOR AREA PER SECT. 1203.2. PROVIDE EACH SLEEPING ROOM WITH AN EXIT OR WINDOW OPENING NOT LESS THAN 24" CLEAR OPENING HEIGHT PER SECT. 310.4. FOUNDATION VENTILATION SHALL BE PROVIDED WITH OPENINGS PER UBC 2306.1 WITH A NET AREA OF 1 SQ.FT. FOR EACH 300 SQ.FT. IF THE INSTALLED VENTILATION IN A CRAWL SPACE IS LESS THAN I SQ.FT. FOR EACI-I 300 SQ.FT. OF CRAWL SPACE AREA, OR IF THE CRAWL SPACE VENTS ARE EQUIPED WITH OPERABLE LOUVERS, A RADON VENT SHALL BE INSTALLED. INSULATION NOTES: ALL PENETRATIONS, OPENINGS AND JOINTS IN THE BUILDING ENVELOPE SHALL BE CAULKED, SEALED, OR WEATHER-STRIPPED. WSEC 502.4 ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTIC AND CRAWL SPACES) SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL SE PROVIDED TO ALL EQUIPMENT WHICH PREVENTS DAMAGING OR COMPRESSING THE INSULATION. ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE SLABS SHALL BE PLACED ON A FLOOR INSULATED TO R-1O. WSEC 504.2.1 ALL BUILDING SYSTEMS SHALL BE THERMALLY INSULATED TO MEET ALL RELATED BUILDING CODES, ENERGY CODES, AND INDUSTRIAL STANDARDS. ALL THERMAL INSULATION SHALL BE INSTALLED WITH VAPOR BARRIER TO HEATED SIDE OF INSULATION. WHERE INDICATED "R" VALUES VARY FROM APPLICABLE CODES AND STANDARDS TINE MORE STRINGENT PROVISION SHALL GOVERN. FRAMING MEMBER SIZES MAY NAVE TO BE INCREASED TO ACCOMMODATE REQUIRED INSULATION. ALL EXHAUST FAN DUCTING SHALL BE INSULATED. ALL NEATER/AIR DUCTING TO BE INSULATED TO R-8 MINIMUM WHERE APPLICABLE. STRUCTURAL NOTES: GRADES AND INSTALLATION OF STRUCTURAL. ITEMS TO MEET ALL RELATED BUILDING CODES, A.S.T.M. STANDARDS AND INDUSTRIAL STANDARDS. ALL "LIVE" AND "DEAD" LOADING OF STRUCTURE TO BE CALCULATED IN ACCORDANCE WITH I.R.G. REQUIREMENTS AT TIME OF CONSTRUCTION. FOOTINGS SHALL EXTEND BELOW FROST LINE OR A MINIMUM OF 24" BELOW FINISHED GRADE WHICHEVER 15 GREATER. SOIL BEARING CAPACITY SHALL BE ASSUMED AT 1000 PSI UNLESS ENGINEERED TESTING INDICATES OTHERWISE. OWNER SHALL BE RESPONSIBLE TO VERIFY SIZES OF FOOTINGS BASED ON STRUCTURAL LOADING AND SOIL BEARING. CONTINUOUS POUR FOOTING/FOUNDATION AT GARAGE OVERHEAD DOOR w(2) *4 REBAR CONTINUOUS MINIMUM OF 30" AROUND CORNER @ BRACED WALL PANELS. MINIMUM 2" THICK CONCRETE AROUND SIDES AND BOTTOM OF PLENUM BLOCKOUT @ GARAGE FLOOR. COMPACTED FILL SHOULD CONSIST OF PREDOMINANTLY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 15 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1551 TEST PROCEDURES. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. ALL STRUCTURAL STEEL TO MEET A.S.T.M. A-36. ALL REINFORCING STEEL TO BE PLACED, SLICED AND COVERED PER APPLICABLE CODES. ALL STRUCTURAL WOOD TO BE DOUGLAS FIR/LARCH *2 OR BETTER. ALL WOOD STUDS TO BE "STUD" GRADE. OWNER SHALL BE RESPONSIBLE FOR ALL STRUCTURAL CONNECTIONS NOT NOTED. PLUMB NOTES: BATHROOM, KITCHEN, LAVATORY FAUCETS AND SHOWER HEADS SHALL BE LIMITED TO 2.6 G.P.M. MAXIMUM FLOW. WATER CLOSETS AND URINALS SHALL BE LIMITED TO 1.6 GALLONS PER FLUSH MAXIMUM WSWGPS WAG 51-18-030. ALL HOSE BIBBS CONNECTED TO DOMESTIC HATER SUPPLY SHALL BE EQUIPED WITH BACK FLOW PREVENTION DEVICES. UPC I103(n) H0T WATER TANKS SHALL MEET A.S.H.R.A.E. 1OA-8O, AND BE SO LABLED. GALVANIZED WATER PIPING SHALL NOT BE USED. MISCELLANEOUS NOTES: FURNACES AND NOT WATER TANKS LOCATED IN THE GARAGE SHALL BE INSTALLED SO THAT NO BURNER, HEATING ELEMENT OR SWITCH IS LOCATED CLOSER THAN 18 INCHES TO THE FLOOR. UMC 508; UPC 1310(o) PROVIDE MINIMUM 36" LANDING @ EXTERIOR DOORS NOT MORE THAN 8" BELOW FINISHED FLOOR. DOWNSPOUTS TO 4" TIGHTLINE TO APPROVED STORM DRAINAGE (TYP) CONTINUOUS METAL GUTTERS. WHEN GYPSUM 15 USED AS A BASE FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES, WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED, EXCEPT ON CEILING. NAILING TO BE IN ACCORDANCE WITH I.R.G. NAILING TABLES. ALL DOORS ARE TO BE 6'-8" HIGH UNLESS NOTED. ALL INTERIOR DOORS SHALL BE UNDERCUT 3/4". ALL INTERIOR WALLS TO BE 2x4'S @ 16" O.G. WITH 1/2" G.W.B. EACH SIDE. SMOKE DETECTORS SHALL BE CONNECTED TO NOUSE POWER. 25 YEAR LAMINATE COMPOSITION ROOFING APPLY OVER 15* FELT OVER "1/16" OSB ROOF SHEATHING CARDBOARD INSULATION BAFFLE SIMPSON I-1-1 TIES AT EA. END OF TRUSS 2x4 SOLID BLOCKING 2x4 SUB FASC I A 4/4x6" CHOICE TRIM FASCIA 3" ALUM. CONTINUOUS SOFFIT VENTING AS SHOWN 1/2" SOFFIT CLASS 60 VINYL WINDOWS IaORZ. HARDBOARD SIDING ON HOUSE WRAP ON 1/16" OSB HALL SHEATHING ON 2x6 STUDS ® 24" OC. 16"x8" GALV. FOUNDATION VENTS CUT INTO RIM JOIST 1" VERSA -RIM RIM JOIST 2x6 PT PLATE W/ I/2"xIO" AB ® 6'-0" OC MAX ON SILL SEALER �IIII,III I 7IIIIIIII,, 12" 2x6 DOUBLE TOP PLATE R-2I INSULATION BATTS W/ POLY VAPOR BARRIER 3/4" TffiG DECKING - GLUE AND NAIL — 01 1/2" I -JOIST ® 16" OC - TYP. 6"x24" CONC. FOUNDATION W/ 1-*4 HORZ. AND *4 VERT. ® 48" OC, ON 12"x 6" GONG. FOOTING HI I-*4 HORZ. AND *4 '' 48" OC VERT. I I=1 11=1 11=1 11=1 I(=1 I I I I 1_ '" I i ��-i11=1II_II►=1i11� TYPICAL MALL SECTION SCALE: 1/2"=1'-O" (THIS IS A TYPICAL EXTERIOR WALL SECTION OTHER VARIATIONS MAY APPLY (CCC PLANS) SIDING OVER INFILTRATION BARRIER OVER 1/16" OSB SHEATHING (TYP) 2x6 TREATED PLATE ON CONT SILL SEALER GASKET W/ I/2"xIO" ANGI-IOR BOLTS 0 6'-0" OC 5/8" x 6" EXP BOARD 4" GONG SLAB SLOPED R-21 BATT INSUL (TYP) 2x6 STUD HALL O 16" OC W/ TREATED SILL PLATE $ DBL TOP PLATES —1/2" GHB (TYP) 5/8"x4" EXP BRD (TYP) —*4 REBAR O 2'-0" OC 4" CONC SLAB— o�v o�u o,-,U oJu oU0 *4 O 2'-0" OC VERT z_ L 4 • le k9 *4 TOP $ BOTTOM CONT N -�O"c Ovav0vov0 ' SovO ovOv"vOv"`l 000000Quo 00000O0000. f�n(�Pn( Pnr Pn( `Pn(`Pr Pnl�n 4" COMP GRAVEL 6ml VAPOR BARRIER R-1O RIGID INSUL (2) *4 CONTINUOUS SLAB TO WALL SECTION SCALE: 3/4"=1'-O" (THIS 15 A TYPICAL EXTERIOR HALL SECTION OTHER VARIATIONS MAY APPLY (SEE PLANS) PRE-ENGINEERED ROOF TRUSSES C 24" OC R-38 BLOWN INSULATION 5/8" GWB @ CEILINGS 1/2" GWS C WALLS R-30 UNDER FLOOR INSULATION 6 MIL BLACK POLY VAPOR BARRIER r ADDITION: 440 SF I 7 0 I- AL() u z 9.1- z 0 as < W 111 to& n4 I-1--- 1 /REV ISI ONS 1 DRAWN BY: DEK CHECKED BY: dek DATE: 01/15/05 SHEET 2 OF 2 SHEET NO. 42.0 J