7.1 - 4016 Duval St - Drawings — original pdf

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) ’ 2 1 ( Y E L L A I ’ 3 9 . 9 5 E N L Y T R E P O R P WASTE WATER CLEANOUT 0.4’ K C A B - T E S Y E L L A ’ 5 16.1’x20.4’ EXISTING GARAGE TO BE REMODELED INTO AN ACCESSORY OFFICE 1.8’ PROPERTY LINE 135.06’ CISTERN 5’ SIDE SET-BACK LIME- STONE PATIO FRONT DOOR EXISTING ONE AND HALF STORY RESIDENCE PORCH K L A W . C N O C I ’ 0 0 . 0 6 E N L Y T R E P O R P WATER METER T E E R T S L A V U D B R U C K C A B - T E S T N O R F ’ 5 2 15.3” DIAM. PECAN TREE CONC. WALK 9.9” DIAM. PECAN TREE 36.9’ 5’ SIDE SET-BACK 8.0’x6.0’ SHED SHED 19.7’X18.6’ NEW CARPORT WITH RIBBON DRIVEWAY PROPERTY LINE 134.99’ 5’ SITE PLAN SCALE: 1/16” = 1’-0” FRONT OF CARPORT IS INLINE WITH FRONT OF HOUSE LOCATION OF CARPORT LOCATION OF CARPORT Galv. Zee Edging 8”x2 1/2” 14GA Channel 8”x2 1/2” 14GA Galv. Cee Purlins 48” On Center 26GA R-Panel Galvanized Roof SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT 4”x4” 11GA Galv. Sq. Tube 4”x4” 11GA Galv. Sq. Tube 8”x2 1/2” 14GA Channel 26GA R-Panel Galvanized Roof Galv. Zee Edging 24” 4”x4” 11GA Galv. Sq. Tube Roof Detail Scale: 1” = 1’-0” 24” 8”x2 1/2” 14GA Galv. Cee Purlins 48” On Center Roof Detail Scale: 1” = 1’-0” 2500 PSI Concrete Slab 4”x4” 11GA Galv. Sq. Tube 22” 45deg (4) #4 REBAR Continuous Top & Bottom . n i m ” 2 1 ” 2 / 1 1 #4 BAR 24” On Center Each Way ” 3 ” 4 ” 2 2’ 0” . n i m ” 4 2 2” Sand Fill Bolt Anchors ” 0 1 ’ 9 ” 6 ’ 7 Footing on All 4 Edges of Slab 3” 3” 12” #3 REBAR 6” x 12”Stirups 24” On Center 4” Rock Fill ” 4 20’ 0” 12 1 4”x4” 11GA Galv. Sq. Tube 2’ 0” ” 0 ’ 7 ” 6 ’ 8 12” diam. Perimeter & Post Footing Section Scale: 1” = 1’-0” 1’ 10” 1’ 10” 16’ 0” 19’ 8” Carport Left View Scale: 1/4” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT Galv. Edging 26GA R-Panel Galvanized Roof 8”x2 1/2” 14GA Galv. Zee Channel 4”x4” 11GA Galv. Sq. Tube Roof Detail Scale: 1” = 1’-0” 4”x4” 11GA Galv. Sq. Tube 3” 3” . n i m ” 4 2 4” Rock Fill ” 4 18’ 10” 18’ 7” 4”x4” 11GA Galv. Sq. Tube ” 6 ’ 7 3” 3” 3” 3” 12” diam. 18’ 7” Perimeter & Post Footing Section Scale: 1” = 1’-0” Carport Front View Scale: 1/4” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT 19’-8” 29’-6” 12” diam. 24” Deep Post Footing ” 7 - ’ 7 10’-0” ” 0 - ’ 2 1 1’-0” rad. 6’-0” ” 6 - ’ 3 ” 0 - ’ 2 ” 6 - ’ 3 ” 7 - ’ 8 1 12” Perimeter Footing Concrete Pad with Ribbons Scale: 1/4” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT 2500 PSI Concrete Slab #4 BAR 12” On Center Each Way ” 3 ” 4 ” 2 2” Sand Fill Concrete Ribbon Section Scale: 1” = 1’-0” #4 BAR 12” On Center Each Way ” 9 ” 2 1 ” 2 1 ” 6 - ’ 3 12” Concrete Ribbon Top View Scale: 1” = 1’-0” 5’-11” 1’-4” OVERHANG ALL SIDES GE 2.4FT3 WASHER- DRYER 33.25H23.4375W25.62 5D ” 5 - ’ 5 DREAMLINE 33”SHOWER 33X76.75 37-5/8, 12” DRAIN Y E L L A V R E E D K N I S 2 1 X 8 1 5’-6”x5’-0” ” 9 - ’ 2 45 deg. 1’-10” 3’-3” GE 17.5FT3 FRIDGE 67.375H28W32.5D HOSE BIBB UPPER SHELVES MEDICINE CABINET ELECTRIC TANKLESS WATER HEATER 19’-5 1/2”x15’-4” R E L D N A H R A I R E S N E D N O C ” 2 - ’ 6 1 SERVICE BOX TO EXISTING ELETRIC PANEL 5’-3” 5’-3 1/2” 6’-0” 3’-9” 20’-3 1/2” Floor Plan Scale: 1/4” = 1’-0” 1’-4” SKYLIGHT 12 6 STANDING SEAM 24 GA. GALVANIZED ROOFING FINISH FLOOR GRADE ROOF RIDGE East Elevation Scale: 1/4” = 1’-0” STANDING SEAM 24 GA. GALVANIZED ROOFING WALL-MOUNTED LED LIGHT FIXTURE ROOF RIDGE TOP PLATE 5/16” THICK 7 1/4” HARDIE PLANK 1X6 WOOD TRIM CEDAR WOOD STAIRS STUCCO ON EXPANDED METAL ” 4 / 3 3 - ’ 4 ” 2 / 1 9 - ’ 8 ” 4 / 1 2 - ’ 2 ” 2 / 1 3 - ’ 5 1 WALL-MOUNTED LED LIGHT FIXTURE TOP PLATE 5/16” THICK 7 1/4” HARDIE PLANK 1X6 WOOD TRIM 12”X18” ALUM VENT W/ RAIN VENTS & INSECT SCREEN STUCCO ON EXPANDED METAL CEDAR WOOD STAIRS ” 4 / 3 3 - ’ 4 ” 2 / 1 9 - ’ 8 ” 4 / 1 2 - ’ 2 FINISH FLOOR South Elevation Scale: 1/4” = 1’-0” GRADE ROOF RIDGE 12 SKYLIGHT STANDING SEAM 24 GA. GALVANIZED ROOFING 6 WALL-MOUNTED LED LIGHT FIXTURE TOP PLATE 5/16” THICK 7 1/4” HARDIE PLANK 1X6 WOOD TRIM STUCCO ON EXPANDED METAL CEDAR WOOD STAIRS ” 4 / 3 3 - ’ 4 ” 2 / 1 9 - ’ 8 ” 4 / 1 2 - ’ 2 ” 2 / 1 3 - ’ 5 1 ” 4 / 3 3 - ’ 4 ” 2 / 1 9 - ’ 8 ” 4 / 1 2 - ’ 2 FINISH FLOOR STANDING SEAM 24 GA. GALVANIZED ROOFING 5/16” THICK 7 1/4” HARDIE PLANK 1X6 WOOD TRIM STUCCO ON EXPANDED METAL GRADE ROOF RIDGE TOP PLATE North Elevation Scale: 1/4” = 1’-0” West Elevation Scale: 1/4” = 1’-0” FINISH FLOOR GRADE 12”X18” ALUM VENT W/ RAIN VENTS & INSECT SCREEN (3) SKYLIGHT 1’-4” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT ONLY GRADE #1 OR #2 SYP. ARE TO BE USED FOR FRAMING SUPPORT AN 8’ POOL TABLE (350 to 750 lbs)??? (3) 2X8 RIM BOARD, 2 PL. 4X6 BEAM, 4 PL. 2X8 JOIST 16” O.C., 8 PL. SIMPSON H2.5AZ HURRICANE TIES AT BEAM AND JOIJST 8’ BILLARDS ” 0 - ’ 6 1 ” 0 - ’ 4 ” 0 - ’ 4 ” 0 - ’ 4 ” 0 - ’ 4 5/16” THICK 7 1/4” HARDIE PLANK TYVEK WRAP OR EQUIV. ON 1/2” PLYWOOD SHEATHING 2X4 SOLE PLATE 2X8 FLOOR JOIST 16” O.C. 1 1/4” STARTER STRIP FLASHING 2X8 RIM BOARD STUCCO ON EXPANDED METAL 4X6 FLOOR BEAM (TYP.) 12” DIAM. CONC. PIER SONOTUBE REMOVED AFTER CONCRETE HAS CURED FINISHED GRADE I . N M ” 4 2 ” 2 1 ” 3 ” 3 R-15 FIBERGLASS BATT INSULATION 1/2” GYPSUM BOARD 3/4” SYP BASE BOARD 1/2X3/4 SYP QTR. ROUND 10 MIL VAPOR BARRIER ON 3/4” PLYWOOD SUBFLOORING 1X4 SYP FLOORING SIMPSON MASB ANCHOR R-19 BATT INSULATION WITH VINYL FACE I . N M ” 2 1 (4) #4 REBAR VERTICAL #3 ROUND TIES @ 12” O.C. (2) 2X8 JOIST, 3 PL. 2X8 RIM BOARD, 2 PL. (3) #4 REBAR @ 8” O.C.E.W. PIER, 12 PL. 24”X24” Foundation Section Scale: 1” = 1’-0” 6’-9 1/2” 6’-9 1/2” 6’-6 1/2” 20’-1 1/2” Foundation Detail Scale: 1/4” = 1’-0” 26 GA. GALVANIZED RIDGE CAP 2X6 RIDGE BEAM 12 6 2X8 CEILING JOIST 16 O.C. 2X4 ROOF RAFTER 16 O.C. 2 LAYERS 30 LB FELT ON 3/4” PLYWOOD SHEATHING SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT ARE COLLAR TIES AND/OR HURRICANE TIES NEEDED??? DOUBLE 2X4 TOP PLATE 2X4 ROOF RAFTER 16 O.C. 2X8 CEILING JOIST 16 O.C. 1X6 #122 SYP, ALL OVERHANGS STANDING SEAM 24 GA. GALVANIZED ROOFING 2 LAYERS 30 LB FELT ON 1X6 #122 SYP, ALL OVERHANGS 1X4 SYP TRIM (TYP.) 1”x2” BIRDSMOUTH R-38 FIBERGLASS BATT INSULATION 1/2” GYPSUM BOARD (2) 2X4 TOP PLATE 2X4 GABLE STUD, 16 O.C. 16” OVERHANG ALL SIDES 2X6 RIDGE BEAM 1’ LONG 2X4 W/ 1/2” PLYWOOD BLOCKING B/W RAFTER & JOIST, 4 PL. Roof Framing Section Scale: 1” = 1’-0” ONLY GRADE #1 OR #2 SYP. ARE TO BE USED FOR FRAMING ” 0 - ’ 6 1 20’-1 1/2” Roof Framing Detail Scale: 1/4” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT Framing Detail Scale: 1/4” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT 45DEG DOOR SILL ONLY GRADE #1 OR #2 SYP. ARE TO BE USED FOR FRAMING 3-WAY EXTERIOR PARTITION 5’-6”x5’-0” MEDICINE CABINET 1’-0” 2X4 BLOCKING CORNER EXTERIOR PARTITION 19’-5 1/2”x15’-4” FRAMING FOR THROUGH-WALL A/C & HEATER??? Wall Stud Layout Scale: 1/4” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT 2X4 ROOF RAFTER 16 O.C. 2X6 RIDGE BEAM 2X4 GABLE STUD 16” O.C., ATTACHED TO JOIST & ROOF RAFTER ONLY GRADE #1 OR #2 SYP. ARE TO BE USED FOR FRAMING 1’ LONG 2X4 W/ 1/2” PLYWOOD BLOCKING B/W RAFTER & JOIST, 4 PL. 2X8 CEILING JOIST 16 O.C. 2 LAYERS 30 LB FELT ON 1X6 #122 SYP, ALL OVERHANGS TOP TOP PLATE OF 16’ WIDE WALL OVERLAPS BOTTOM TOP PLATE OF 20’ WIDE WALL (2) 2X4 TOP PLATE 8’-5 3/4” 2X4 STUD 2X4 BLOCKING 2X4 SOLE PLATE Framing Detail Scale: 1” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT 2X6 RIDGE BEAM 12 6 2X4 ROOF RAFTER 16 O.C. 2X8 CEILING JOIST 16 O.C. 1’ LONG 2X4 W/ 1/2” PLYWOOD BLOCKING B/W RAFTER & JOIST, 4 PL. 2 LAYERS 30 LB FELT ON 1X6 #122 SYP, ALL OVERHANGS (2) 2X4 TOP PLATE TOP TOP PLATE OF 16’ WIDE WALL OVERLAPS BOTTOM TOP PLATE OF 20’ WIDE WALL 2X4 GABLE STUD 16” O.C., ATTACHED TO JOIST & ROOF RAFTER 8’-5 3/4” 2X4 STUD ONLY GRADE #1 OR #2 SYP. ARE TO BE USED FOR FRAMING 1”x2” BIRDSMOUTH 2X4 BLOCKING 2X4 SOLE PLATE Framing Detail Scale: 1” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT 2X6 RIDGE BEAM 12 6 2X4 ROOF RAFTER 16 O.C. 2X8 CEILING JOIST 16 O.C. 1’ LONG 2X4 W/ 1/2” PLYWOOD BLOCKING B/W RAFTER & JOIST, 4 PL. 2 LAYERS 30 LB FELT ON 1X6 #122 SYP, ALL OVERHANGS (2) 2X4 TOP PLATE TOP TOP PLATE OF 16’ WIDE WALL OVERLAPS BOTTOM TOP PLATE OF 20’ WIDE WALL 2X4 GABLE STUD 16” O.C., ATTACHED TO JOIST & ROOF RAFTER ONLY GRADE #1 OR #2 SYP. ARE TO BE USED FOR FRAMING 1”x2” BIRDSMOUTH 2X4 BLOCKING 2X4 SOLE PLATE Framing Detail Scale: 1” = 1’-0” SUBJECT TO CHANGES BY STRUCTURAL ENGINEER PRIOR TO SUBMISSION FOR REVIEW AND PERMIT 1’-10 1/2” OVER WINDOWS 2’-1/2” OVER DOORS 2’-1/2” OVER DOORS DOUBLE TOP PLATE (2) INTERSTITIAL CRIPPLE CRIPPLE DOUBLE TOP PLATE (1) INTERSTITIAL CRIPPLE CRIPPLE DOUBLE TOP PLATE (5) INTERSTITIAL CRIPPLE CRIPPLE 1/2” PLYWOOD BLOCKING (2) 2x6 HEADER W/ 1/2” PLYWOOD BLOCKING KING STUD JACK STUD SILL SOLE PLATE CRIPPLE (2) INTERSTITIAL CRIPPLE (2) 2x6 HEADER W/ 1/2” PLYWOOD BLOCKING (2) 2x10 HEADER W/ 1/2” PLYWOOD BLOCKING 1/2” PLYWOOD BLOCKING KING STUD JACK STUD SOLE PLATE 1/2” PLYWOOD BLOCKING KING STUD JACK STUD SOLE PLATE Window Framing Detail Scale: 1” = 1’-0” Interior Door Framing Detail Scale: 1” = 1’-0” Exterior Door Framing Detail Scale: 1” = 1’-0” ONLY GRADE #1 OR #2 SYP. ARE TO BE USED FOR FRAMING 220V SINGLE CONVENIENCE RECEPTACLE 12” A.F.F. 120V DUPLEX CONVENIENCE RECEPTACLE 12” A.F.F. 8” ABOVE COUNTER U.O.N. G F C I 120V RECEPTACLE W/ GFCI CIRCUIT W P G F C I 120V RECEPTACLE W/ GFCI CIRCUIT & WATER RESISTANT HOUSING TWO POLE LIGHT SWITCH @ 42” A.F.F. 8” ABOVE COUNTER U.O.N. 3 THREE POLE LIGHT SWITCH @ 42” A.F.F. 8” ABOVE COUNTER U.O.N. RECESSED EXHAUST FAN W/ LED LIGHT FIXTURE RECESSED CEILING LED LIGHT FIXTURE S+CO HARD WIRED COMBINATION SMOKE & CARBON DIOXIDE DETECTOR WALL MOUNTED LED LIGHT FIXTURE CEILING FAN W/ LED LIGHT FIXTURE 2-WAY 3-POLE SWITCH FOR MAIN LIGHTING??? ELECTRIC TANKLESS WATER HEATER 19’-5 1/2”x15’-4” 220V SINGLE CONVENIENCE RECEPTACLE FOR W+D COMBO 120V SINGLE CONVENIENCE RECEPTACLE 42” A.F.F. UNDER-COUNTER 120V SINGLE CONVENIENCE RECEPTACLE 5’-6”x5’-0” GFCI GFCI GFCI GFCI GFCI HOSE BIBB GFCI S+CO R E L D N A H R A I R E S N E D N O C WP GFCI 120V DUPLEX CONVENIENCE RECEPTACLE 42” A.F.F. SERVICE BOX TO EXISTING ELETRIC PANEL Electrical Plan Scale: 1/4” = 1’-0” ELECTRIC WATER HEATER DREAMLINE 33”SHOWER 33X76.75 37-5/8, 12” DRAIN Y E L L A V R E E D K N I S 2 1 X 8 1 5’-6”x5’-0” GE 2.4FT3 WASHER- DRYER 33.25H23.4375W25.62 5D GE 17.5FT3 FRIDGE 67.375H28W32.5D 10’-10” ” 4 / 1 3 ” 4 / 3 4 - ’ 6 ” 0 - ’ 1 ” 8 - ’ 2 ” 2 - ’ 3 2’-3” 2’-9” 2’-9” 2’-9” 2’-0” 2’-1/2” 2’-8” 4’-1/2” 2’-10” 5’-0” 5’-6” 13’-7” 19’-5 1/2” Bathroom Scale: 1/4” = 1’-0” Bathroom and Storage Scale: 1/4” = 1’-0” ” 3 - ’ 2 ” 5 - ’ 1 ” 4 - ’ 1 ” 4 - ’ 1 ” 4 - ’ 1 ” 0 - ’ 3 ” 9 - ’ 8 ” 4