HomeMy WebLinkAboutZ-10182 Elevations - REVISED 071625DRAWINGS PROVIDED BY:J. Duncanjduncan@renovatio.life(501) 749-3936DATE:7/15/2025
GENERAL NOTES:
THIS PLAN SET, COMBINED WITH THE BUILDING CONTRACT, PROVIDES BUILDING DETAILS FOR THE RESIDENTIAL
PROJECT. THE CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS
BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY
AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL
BUILDING CODES AND LOCAL CODES. CONTRACTOR SHALL BE RESPONSIBLE AND BEAR ANY FINES OR
PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. INSURANCES SHALL BE
IN FORCE THROUGHOUT THE DURATION OF THE BUILDING PROJECT.
WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND
GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS
ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR
NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY
AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS).
ALL TRADES SHALL MAINTAIN A CLEAN WORK SITE AT THE END OF EACH WORK DAY.
PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS.
OWNER: _______________________________
PROJECT:
ADDRESS: __________________________________
LEGAL: ______________________________
FIRE DISTRICT _____________________________
WATER/SEWER: ____________________________
STORM WATER PERMIT: _____________________
BUILDING PERMIT: _____________________
DESIGNER: J. Duncan
DESIGN CONSULTANT: _____________________
BUILDER:
SITE DISTURBANCE: _____________________
ENGINEERING: _____________________
Index of DrawingsNOTICE, DISCLAIMER, AND COPYRIGHT:
These documents, whether physical or electronic, and together with any attachments, Are confidential
and may be the subject of legal privilege. If you are not the intended recipient please return to sender
and destroy any copies. You are not permitted to copy, disclose or use the content in any way.
J. Duncan provides the attached documents with the following conditions and understandings. All
information is issued on the express understanding that the recipient accepts these limitations
and disclaimers:
1 . The information must solely and only be used for the coordination and/or construction of the
current project.
2 . J. Duncan does not warrant or take responsibility for the accuracy of the information issued.
3 . The information issued may be confidential and must not be used other than by the intended
recipient.
4 . J. Duncan accepts no liability or responsibility for any loss or damage suffered by the recipient
arising out of, or in connection with, the use or misuse of the information issued.
5 . The copyright of the original documents belongs to J. Duncan. The information is only for use in
preparation of documents for this project.
6. The documents may not have been prepared for use by the recipient and may not fully reflect their
needs.
7. Do not scale off drawings. Any measurements taken from information which is not dimensioned on
the electronic copy are at the risk of the recipient.
8. The recipient is responsible for verifying the correctness and completeness of the information
issued. This should be done by consulting all relevant documents supplied during the course of the
project and by confirming dimensions on site.
9. Updates may not be issued in electronic form. It is the responsibility of the recipient to ensure they
have the most up to date information.
10. If altered or added to in any way, all references to J. Duncan must be removed and those making the
changes assume total responsibility for the information thereon.
The terms “document” & “information” in the above refers to both text documents and drawings in
either ‘hard copy’ or electronic format.
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS AND MODELS
THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN PERMISSION OF J. Duncan. THESE ARE AVAILABLE FOR LIMITED REVIEW AND
EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS AND OTHER
PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE.
Title Sheet
Project Summary 1.
Floorplan 2.
Foundation Plan 3.
Exterior Elevations 4.
Roofing Plan 5.
Door/Window Schedule 6.
Perspective Renders 7.1504 Hanger StPRINTING TO SCALE:
THIS PLAN SET CAN BE PRINTED TO SCALE BY ANY LOCAL PRINTING SHOP, AS LONG AS THE FOLLOWING
SPECIFICATION IS MADE:
PLAN MUST BE PRINTED AT ACTUAL SIZE IN ORDER TO SCALE PROPERLY. ENSURE THAT PRINT SHOP DOES NOT
UTILIZE "FIT TO SHEET" OPTION WHEN PRINTING OR SCALE WILL BE INCORRECT. P-1SHEET:P-1Orndorff Construction
WH WH
2840SH2840SH2840SH306830682840SH2840SH2840SH
2068 5068
2850SH2660SH2660SH28682868286828682668 2668
2660SH2660SH2850SH5068 5068
5068 2068
S1
2
S1
2
CROSS SECTION 1 1'-0 1/2"2'-6"6'-9 1/2"6'-10 1/2"2'-6"11 1/2"8"2'-8"11'-8"16'17'-1 1/2"
1'-6"1'-6"
3'-6 1/4"3'-6 1/4"
1'-6"
1'-6"
1'-10"
2'-8"
3"
2'-8"
3"
2'-8"
1'-6"
3'
1'-6 1/2"
2'-7"3'
1'-6"
2'-8"
3"
2'-8"
3"
2'-8"
1'-10"
16'-4 1/2"17'-5"
33'-9 1/2"6'-9 1/2"2'-6"1'-0 1/2"3'-4"10'-4"3'10'-4"15'5'-10 1/2"47'-10 1/2"5'-10 1/2"11'-11"2'-8"5"1'-0 1/2"2'-6"6'-9 1/2"5'-10 1/2"15'10'-4"3'10'-4"3'-4"47'-10 1/2"5'-10 1/2"3'-1 1/2"8'6'-5 1/2"5'-6 1/2"7'-10"2'-10"
33'-9 1/2"
5'-6" X 11'-2"
1419 SQ FT
10'-0" X 10'-0"
10'-0" X 10'-0"5'-8" X 15'-0"16'-0" X 14'-8"
6'-10" X 2'-8"
10'-0" X 10'-0"
15'-11" X 6'-0"15'-11" X 6'-0"
16'-0" X 14'-8"
7'-6" X 2'-8"5'-8" X 15'-0"5'-6" X 11'-2"10'-0" X 10'-0"
6'-10" X 2'-8"
7'-6" X 2'-8"
LIVING AREA
PATIO
DSH
WSHR
LAUNDRY
CENTER
LIVING
BEDROOM 2
BEDROOM 1
CLOSET BATHKITCHENPATIO
CLOSET
DSH
WSHR
LAUNDRY
CENTER
CLOSET
BEDROOM 1
BATH
KITCHENCLOSET
BEDROOM 2
LIVING
SSSSS1
2
S1
2
CROSS SECTION 1
33'-9 1/2"
33'-9 1/2"
33'-9 1/2"
33'-9 1/2"42'6'-0 1/4"48'-0 1/4"42'32'-6" X 5'-4"
PATIO
Cross Section 1
DRAWINGS PROVIDED BY:J. Duncanjduncan@renovatio.life(501) 749-3936DATE:7/15/20251504 Hanger StAREAS
HEATED/COOLED
FRONT PORCH
TOTAL
FOUNDATION
1,419 / 709.5
205 / 105
1,624 SQ FT
1st Floor Plan
1/4" = 1'
Floor Plan Notes
1.ALL EXTERIOR DIMENSIONS
ARE TO THE MAIN LAYER.
DIMENSIONS TO OPENINGS
ARE TO THE FRAMING,
ROUGH OPENING. INTERIOR
DIMENSIONS ARE TO THE
FINISHED WALL.
2.CONTRACTOR SHALL
VERIFY ALL DIMENSIONS
AND IS RESPONSIBLE FOR
ALL DIMENSIONS
(INCLUDING ROUGH
OPENINGS).
3.GROUND SHOULD BE
CHEMICALLY TREATED FOR
TERMITE PROTECTION Floor / Foundation PlanSHEET:P-2Orndorff ConstructionF ire Wall Specification
1/4" = 1'
2 layers 5/8" Type X
1 Hour Gypsum Board
2x4 Wood Studs, Batt Insulation
5/8" Type X Gypsum Board
2 layers 5/8" Type X
1 Hour Gypsum Board
2x4 Wood Studs, Batt Insulation
5/8" Type X Gypsum Board
Foundation Plan
SLAB WI TH FOOTERS 1/4" = 1'
FOUNDATION NOTES
1.FOUNDATIONS TO BEAR A MINIMUM OF 16” BELOW FINISH GRADE
2.ALL ANCHOR BOLTS TO BE 5/8” DIA X 10 @ 32” O/C UNO.
3.ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60.
4.ALL REINFORCING STEEL TO OVERLAP A MINIMUM OF 24” FOR SPLICES.
5.PROVIDE CORNER BARS TO MATCH CONTINUOUS STEEL.
6.MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 26 DAYS. MAXIMUM
AGGREGATE SIZE IS 1”. MAXIMUM AIR ENTRAINMENT IS 3%. CEMENT SHOULD BE TYPE 1 OR 2.
7.SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF (UBC TYPE 4 SOIL). IF SOIL CONDITIONS VARY FROM
THIS, THE PROJECT ENGINEER MUST BE NOTIFIED. ALL FOOTINGS MUST BEAR ON UNDISTURBED SOIL. ALL
SLOPES MUST BE STABILIZED.
8.ADJACENT GROUND SURFACES SHALL BE SLOPED AWAY FROM STRUCTURE DRAINAGE OF SURROUNDING
AREA SHALL ALSO BE PROVIDED TO PREVENT ACCUMULATION OF SOIL AND EROSION OF SOIL NEAR
FOOTINGS.
9.UNIFORM SOIL CONDITIONS, MUST BE PROVIDED UNDER SLAB AND FOOTINGS. CUT/FILL OR NON-
UNIFORM SOIL CONDITIONS SHOULD BE EXCAVATED AND REPL ACED W/ UNIFORM ENGINEERED FILL
MATERIAL TO MINIMIZE DIFFERENTIAL MOVEMENT.
10.THE TOPS OF FOUNDATION WALLS SHALL EXTEND 6” ABOVE THE ADJACENT FINISH GRADE
11.MINIMUM 18” CLEARANCE FOR WOOD JOIST GIRDERS REQUIRED IN THE CRAWL SPACE UNLESS TREATED
WOOD IS USED THROUGHOUT FLOOR SYSTEM
MASONRY NOTES
1.ALL CONCRETE MASONRY UNITS TO BE L AID IN CONFORMANCE WITH ASTM C90.
2.CONCRETE MASONRY UNITS TO BE LAID IN TYPE ‘S’ OR TYPE ‘M’ MORTAR IN A RUNNING BOND PATTERN.
MORTAR, GROUT AND REINFORCEMENT TO BE IN COMPLIANCE WITH CURRENT CODES.
3.COMPRESSIVE STRESS OF GROUT TO BE: FM’=2500 PSI. ALL CELLS TO BE FULLY GROUTED.
4.ALL REINFORCING STEEL TO BE: ASTM-A-615, GRADE 60.
Typical Slab Section
FIRE WALL TO CONTINUE
THROUGH ATTIC TO ROOF
SHEATHING, INCLUDING
PORCH
8 : 128 : 12
33'-9 1/2"47'-10 1/2"33'-9 1/2"
3068 3068
2840SH 2840SH2840SH 2840SH2840SH2840SH
2'-8"3'4'-7 3/4"2'-8"
3"
2'-8"
1'-8 1/4"
17'-7"8"6'7'-4 1/2"2'-4 3/4"8'-8 1/2"3'-4 3/4"BOTTOM OF FOOTING
-0.7'
TOP OF PLATE
9.1'9'-9 1/4"TOP OF PLATE
17.8'8'-8 1/2"HIGHEST RIDGE
21.2'3'-4 3/4"2'-8"
3"6"
2'-2"
3"
2'-7"
1"
1'
6"
3'
6"
3'-1 1/2"
6"
3'
6"
1'
1"
2'-7"
3"
2'-2"
6"3"
2'-8"1"2'-7"4'2'-4 1/2"7 3/4"3'-10"2'-2"8'-11 1/2"2'-8"3'4'-7 3/4"2'-8"
3"
2'-8"
1'-8 1/4"
17'-7"8"6'7'-4 1/2"2'-4 3/4"8'-8 1/2"3'-4 3/4"BOTTOM OF FOOTING
-0.7'
TOP OF PLATE
9.1'9'-9 1/4"TOP OF PLATE
17.8'8'-8 1/2"HIGHEST RIDGE
21.2'3'-4 3/4"2'-8"
3"6"
2'-2"
3"
2'-7"
1"
1'
6"
3'
6"
3'-1 1/2"
6"
3'
6"
1'
1"
2'-7"
3"
2'-2"
6"3"
2'-8"1"2'-7"4'2'-4 1/2"7 3/4"3'-10"2'-2"8'-11 1/2"3068 3068
2840SH 2840SH2840SH 2840SH2840SH2840SH
2660SH2660SH2850SH
11'-9 1/2"2'-8"
1'-5 1/2"
2'-6"10'-10"2'-6"7"6'2'-4 1/2"8'-11 1/2"6'-1"10'-1"
45'
11'-9 1/2"2'-8"
1'-5 1/2"
2'-6"10'-10"2'-6"7"6'2'-4 1/2"8'-11 1/2"6'-1"10'-1"
45'
2660SH2660SH2850SH
33'-9"33'-9"
2660SH2660SH 2850SH
2'-8"12'-8 1/2"2'-8"8'-5"2'-8"14'-11 3/4"
2'-7 1/2"
2'-7 1/2"1'-7"5'2'-8"12'-8 1/2"2'-8"8'-5"2'-8"14'-11 3/4"
2'-7 1/2"
2'-7 1/2"1'-7"5'2660SH2660SH 2850SH DRAWINGS PROVIDED BY:J. Duncanjduncan@renovatio.life(501) 749-3936DATE:7/15/2025Roof / Exterior ElevationsFront Elevation
For illustration only No Scale
Right Elevation
For illustration only No Scale 1504 Hanger StRear Elevation
For illustration only No Scale
Left Elevation
For illustration only No Scale SHEET:P-3Orndorff ConstructionROOF FRAMING NOTES:
HAND FRAME TIMBER FRAMING FOR ROOF
1.ALL JOISTS/TRUSSES SHALL BE INSTALLED &
BRACED TO LOCAL CODE REQUIREMENTS.
2.ROOF TO BE SHINGLED IN 30 YEAR 3 TAB OR
ARCHITECTURAL ASPHALT SHINGLE.
3.ALL ROOF FRAMING 24" O.C. UNO
4.ALL OVERHANGS 18" UNO.
5.RECOMMEND INSTALLATION OF OPEN CELL
FOAM INSULATION UNDER ROOF SHEATHING
AND EXTERIOR ATTIC WALLS.
6. ATTIC VENTILATION/CONDITIONING TO MEET
LOCAL CODE REQUIREMENTS.