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Address: 11733 W River Rd Parcel #: 501-35-117 Owner: Jose R. Soto Project Narrative Jose R. Soto, Owner of parcel number 501-35-117, is seeking a pre-application submittal for a multi residential rezone for the address of 11733 W River Rd. 3 Existing Structure The property was previously zoned as SN-Suburban Neighborhood, and was classified as a church. Contains working electrical, water, and gas services. The finish plan maintains majority of the exiting floor plan with a perimeter laundry room addition. Phases will begin with a general focus on Unit’s 2 & 3 and has an estimated construction period of 1 year till projected completion. Drainage Additional drain line may be required and is shown on the plumbing plan. Drainage pipe is sized to 6” at max for mainline, 3” for showers and tubs, and 1 1/2” for sinks. Final Drainage Report will be required. Traffic Impact Statement 11733 W River Rd has an existing 7 car parking lot near the front of the property. The rezone will not effect the current surrounding traffic area. A traffic impact analysis may be require. 57' 25' www.shopALX.com Office: (623)-257-5580 Residential Architectural Design Shop ALX Drafting Services N 11733 W. RIVER RD. EL MIRAGE, AZ 501-35-117 Total Cov. Area: 4912 SQ. FT. Total Lot Size: 14,375 SQ. FT. N. PABLO ST. W. RIVER RD. N. TONYA ST. Parcel #: 501-35-117 On a: Address: 11733 W River Rd. El' Mirage, AZ 85335 Number of Studies: Average Number of Persons Per Unit: Directional Distribution: IN OUT 68 17 61 15.25 65 16.25 68 17 Regression Statistics 68 17 MƵltiple R ϭ 61 15.25 R SqƵare ϭ 68 17 AdjƵsted R SqƵare ϭ 68 17 Standard Error ϭ͘ϭϲϳϴϳEͲϭϱ 63 15.75 Obserǀations ϯϭ 60 15 66 16.5 ANOVA 68 17 df SS MS F Significance F 62 15.5 Regression ϭ ϯϬϬ͘ϳϬϵϲϳϳϰ ϯϬϬ͘ϳϬϵϲϳϳϰ Ϯ͘ϮϬϰϳϯEнϯϮ Ϭ 61 15.25 ResidƵal Ϯϵ ϯ͘ϵϱϱϰEͲϮϵ ϭ͘ϯϲϯϵϯEͲϯϬ 63 15.75 Total ϯϬ ϯϬϬ͘ϳϬϵϲϳϳϰ 68 17 61 15.25 Coefficients Standard Error t Stat P-value Lower 95й Upper 95й Lower 95.0й Upper 95.0й 63 15.75 Intercept ϭ͘ϰϮϭϬϵEͲϭϰ ϰ͘ϯϳϲϭϭEͲϭϱ ϯ͘ϮϰϳϯϳϮϭϰϵ Ϭ͘ϬϬϮϵϯϵϯϮϰ ϱ͘ϮϲϬϳϭEͲϭϱ Ϯ͘ϯϭϲϭEͲϭϰ ϱ͘ϮϲϬϳϭEͲϭϱ Ϯ͘ϯϭϲϭEͲϭϰ 61 15.25 OUT ϰ Ϯ͘ϲϵϯϵϭEͲϭϲ ϭ͘ϰϴϰϴϯEнϭϲ Ϭ ϰ ϰ ϰ ϰ 67 16.75 68 17 68 17 61 15.25 NOTE: 61 15.25 68 17 62 15.5 68 17 68 17 66 16.5 69 17.25 63 15.75 4 . Statistical data based on local studies conducted b\ ShopALX LLC relative to 2018 ITE Manuel. PM PEAKTIME ANALYSIS 1. PM Peaktime defined b\ standard 8 time period betZeen 12PM - 11PM. 2. 1 person(s) calculated to represent 4 total trips per person during AM Peaktime. 3. Each unit alloted up to 4 persons per sinlge famil\ or number of bedroom to equal number of person per residents. for statistical anal\sis. 25% EXITING (MU) MIXED URBAN MULTI-RESIDIENTIAL HOUSING Average Vehicle Trip ends: PERSONS PM PEAK 4 30 75% ENTERING ϭϰ͘ϱ ϭϱ ϭϱ͘ϱ ϭϲ ϭϲ͘ϱ ϭϳ ϭϳ͘ϱ ϱϴ ϲϬ ϲϮ ϲϰ ϲϲ ϲϴ ϳϬ OUT IN PM PEAKTIME PERSONS REGRESSION ANALYSIS Address: 11733 W River Rd Parcel #: 501-35-117 Owner: Jose R. Soto Project Narrative 11733 w River Rd. El’ Mirage, AZ 85335, in current ownership by Jose R. Soto, who seeks pre-application approval from the city of El’ Mirage Planning and Development to rezone parcel number 501-35-117. Stated parcel is currently zoned as SN Suburban Neighborhood, and owner seeks to rezone property to MU Mixed Urban Multi-Residential housing complex. Multi-residential housing complex will be composed of 3 single family residential units and 1 office space. Plot will require 3 additional water meters, 3 additional electric meters. Natural gas lines are to remain undisturbed and will require a separate plan for future construction. Stove, Dryers, and water heater appliances will be electric powered. Construction process will take place in phases with an estimated timeframe of 5-10 months till completion, refer to projected phasing plan on pg. A1 of incorporated building plan. Drainage Parcel number 501-35-117 carries a 4’± downhill natural grade slope from south to north. Water run-off is naturally directed toward River Rd. Sanitary Drainage line will require a Back Flow Valve. Traffic Impact Statement Additional 10 parking space per mandates. 1 parking space must be allotted for ADA accessible vans. 57' 25' SQUARE FT. LEGEND ROOM SIZE (SQ. FT.) TYPE SCOPE EXIST. 1ST FLR 2744 LIVABLE EXIST. REMODEL EXIST. DET. LIV. AREA 672 LIVABLE DEMO EXIST. COV. PATIO 496 N/A DEMO EXIST. DET. GARAGE 1000 NON-LIVABLE EXIST. REMODEL ADD. UNIT 1 900 LIVABLE ADDITION ADD. UNIT 2 814 LIVABLE ADDITION ADD. UNIT 3 936 LIVABLE ADDITION ADD. UNIT 4 725 LIVABLE ADDITION TOTAL REMODEL: 3744 TOTAL ADDITION: 2565 RANGE/DRYER RECEPTACLE T S3 SPECIAL PURPOSE OUTLET RECESSED LIGHT BOX SDM TWO-POLE SWITCH S SINGLE-POLE SWITCH ELECTRICAL SERVICE www.shopALX.com THREE WAY SWITCH DIMMER SWITCH THERMOSTAT S2 DUPLEX RECEPTACLE PANEL BOX ELECTRICAL LEGEND SINGLE RECEPTACLE HVAC SUPPLY COMMON BRICK HVAC RETURN CONCRETE BLOCK PARTITION F METAL MATERIAL/ APPLIANCE (W/ NOTE) SD CONCRETE/CEMENT HVAC DIFFUSER EXISTING PARTITION WOODEN LUMBER MATERIAL CEIL FAN INSULATION SDC ADD’L PARTITION SMOKE DETECTOR / CO2 COMBO CEILING LAMP SMOKE DETECTOR DEMO PLAN (W/ NOTE) STUCCO VENEER PARTITION GRAVEL/ROCK GRADE (DIRT) CLAY SHINGLE FLOOR/WALL TILE P PLOT PLAN LEGEND L GAS METER WATER METER E PROPERTY LINE www.shopALX.com C L G ELECTRIC METER TREE RELOCATION + (UTILITY DESIGNATOR) CENTER LINE W NATURAL GRADE POWER POLE FLOOR PLAN LEGEND UTILITY METER OR VALVE E G +XX.00” W ELECTRIC SERVICE POINT OF BEGINNING FINISH GRADE EXISTING ELEVATION FIRE HYDRANT GAS LINE MANHOLE WATER LINE N Parcel #: 501-35-117 On a: Address: 11733 W River Rd. El' Mirage, AZ 85335 Number of Studies: Average Number of Persons Per Unit: Directional Distribution: IN OUT 68 34 61 30.5 65 32.5 68 34 68 34 61 30.5 68 34 68 34 63 31.5 60 30 66 33 SUMMARY OUTPUT 68 34 62 31 Regression Statistics 61 30.5 MƵlƚiple R ϭ 63 31.5 R SqƵare ϭ 68 34 AdjƵƐƚed R SqƵare ϭ 61 30.5 Sƚandard Error ϭ͘ϭϲϳϴϳEͲϭϱ 63 31.5 ObƐerǀaƚionƐ ϯϭ 61 30.5 67 33.5 ANOVA 68 34 df SS MS F Significance F 68 34 RegreƐƐion ϭ ϯϬϬ͘ϳϬϵϲϳϳϰ ϯϬϬ͘ϳϬϵϲϳϳϰ Ϯ͘ϮϬϰϳEнϯϮ Ϭ 61 30.5 ReƐidƵal Ϯϵ ϯ͘ϵϱϱϰEͲϮϵ ϭ͘ϯϲϯϵϯEͲϯϬ 61 30.5 Toƚal ϯϬ ϯϬϬ͘ϳϬϵϲϳϳϰ 68 34 62 31 Coefficients Standard Error t Stat P-value Lower 95й Upper 95й Lower 95.0й Upper 95.0й 68 34 Inƚercepƚ ϭ͘ϰϮϭϬϵEͲϭϰ ϰ͘ϯϳϲϭϭEͲϭϱ ϯ͘ϮϰϳϯϳϮϭϰϵ Ϭ͘ϬϬϮϵϯϵϯϮ ϱ͘ϮϲϬϳϭEͲϭϱ Ϯ͘ϯϭϲϭEͲϭϰ ϱ͘ϮϲϬϳϭEͲϭϱ Ϯ͘ϯϭϲϭEͲϭϰ 68 34 OUT Ϯ ϭ͘ϯϰϲϵϱEͲϭϲ ϭ͘ϰϴϰϴϯEнϭϲ Ϭ Ϯ Ϯ Ϯ Ϯ 66 33 69 34.5 63 31.5 3. Each unit alloted up to 4 persons per sinlge famil\ or number of bedroom to equal number of person per residents. for statistical anal\sis. 4 . Statistical data based on local studies conducted b\ ShopALX LLC relative to 2018 ITE Manuel. 50% ENTERING 1. AM Peaktime defined b\ standard 8 time period between 12AM- 11AM. 2. 1 person(s) calculated to represent 4 total trips per person during AM Peaktime. (MU) MIXED URBAN MULTI-RESIDIENTIAL HOUSING Average Vehicle Trip ends: PERSONS AM PEAK 4 30 50% EXITING Ϯϵ͘ϱ ϯϬ ϯϬ͘ϱ ϯϭ ϯϭ͘ϱ ϯϮ ϯϮ͘ϱ ϯϯ ϯϯ͘ϱ ϯϰ ϯϰ͘ϱ ϯϱ ϱϵ ϲϬ ϲϭ ϲϮ ϲϯ ϲϰ ϲϱ ϲϲ ϲϳ ϲϴ ϲϵ ϳϬ OUT IN AVERAGE AM PEAK TRAFFIC PER PERSONS ͘ FENESTRATION TABLE R-VALUE U-FACTOR CEILING R-38 0.030 MASS. WALL R-13 0.098 FRAME WALL R-13 0.060 SLAB 0.047 OPAQUE DOOR 0.35MAX GLAZING SHGC: .25 MAX 0.32MAX AIR CONDITIONER GAS FURNACE W W W W FIN. NORTH WALL ELEVATION FIN. WEST WALL ELEVATION DIRECTION OF NAT. WT. DRAINAGE 6”d stack sewer vent 1311.37ft 1312.34ft C LEGEND Project Narrative TABLE OF CONTENTS 1310.37ft LF c/o 1312.92ft Unit 3 - Add. (2) BDRM - Add. (1) Bath - Add. (1) Liv. Rm. - Add. (1) Kit. - Add. (5) CLST.(s) - Add. (27) pcs. Ceil. Can Lighting System Laundry - Add. Att. Laundry rm. - Add. (3) LB.PTN. - Add. Att. (1) Flat Roof - Contractor to install (3) 36” x 36” win.(s) - Add. (1) EXT. 36”W x 6’ 8”H Door - Add. (3) 28” W x 6’ 8” INT. Sliding Door Unit 4 - Add. (1) Entry - Add. (4) CLST.(s) - Add. (1) Liv. Rm. - Add. (2) BDRM(s) - Add. (1) Kit. - Add. (1) Bath - Contractor to access the existence of Exist. CONC. FTG. Prior to construction. - Add. (24) pcs. Ceil. Can Lighting system. REMOVE EXIST. DR. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 REMOVE EXIST. GR. DR. / INSTALL 34” W x 6’9” H UNIT 3 SC ENTRY DR. P P L REMOVE EXIST. DR. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 REMOVE EXIST. WIN. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 B B ADD. WT. METER (3) B 1311.79ft 1310.68ft 1310.68ft 1311.87ft Electrical N1102.4.5 (R402.4.5) Recessed lighting. Recessed lumi- naires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and uncon- ditioned spaces. Recessed luminaires shall be IC-rated and labeled as having an air leakage rate of not greater than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a pressure differential of 1.57 psf (75 Pa). Recessed luminaires shall be sealed with a gasket or caulked between the housing and the interior wall or ceiling covering. N1104.1 (R404.1) Lighting equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fix- tures shall contain only high-efficacy lamps. E3901.2 General purpose receptacle distribution. In every kitchen, family room, dining room, living room, parlor, library, den, sun room, bedroom, recreation room, or similar room or area of dwelling units, receptacle outlets shall be installed in accordance with the general provisions specified in Sections E3901.2.1 through E3901.2.3 (see Figure E3901.2). E3901.3 Small appliance receptacles. In the kitchen, pantry, breakfast room, dining room, or similar area of a dwelling unit, the two or more 20-ampere small-appliance branch circuits required by Section E3703.2, shall serve all wall and floor receptacle outlets covered by Sections E3901.2 and E3901.4 and those receptacle outlets provided for refrigeration appli- ances. [210.52(B)(1)] E3902.6 Kitchen receptacles. 125-volt, single-phase, 15- and 20-ampere receptacles that serve countertop surfaces shall have ground-fault circuit-interrupter protection for personnel. [210.8(A)(6)] E3902.7 Sink receptacles. 125-volt, single-phase, 15- and 20-ampere receptacles that are located within 6 feet (1829 mm) of the top inside edge of the bowl of the sink shall have ground-fault circuit- interrupter protection for personnel. [210.8(A)(7) E3902.8 Bathtub or shower stall receptacles. 125-volt, sin- gle phase, 15- and 20-ampere receptacles that are located within 6 feet (1829 mm) of the outside edge of a bathtub or shower stall shall have ground-fault circuit-interrupter pro- tection for personnel. [210.8(A)(8)] E3905.1 Box, conduit body or fitting—where required. A box or conduit body shall be installed at each conductor splice point, outlet, switch point, junction point and pull point except as otherwise permitted in Sections E3905.1.1 through E3905.1.6. DATE OF PREP.: 05/25/2021 ADD. 4” THK. 6’ H BRK. PTN. AND METD. W M ADD. 12’ 5” CONC. EXT. CONC. BLK. PTN. Add. 240v ELEC. PANEL RIVER RD. REZONE REMOVE EXIST. 12’ 5” CONC. EXT. PTN. W A B B B B LOT COVERAGE A B A B Unit 2 - Add. CLST. To add. BDRM 2 [Unit 2] - Add. Entry to Unit 2. [Unit 2] - Add. Slide glass door to BDRM 1 CLST. [Unit 2] - Add. Partition to Unit 2 exist. Kit. [Unit 2] - Add. Din. Rm. Area [Unit 2 ] - Add. Liv. Rm. Area - Add. (1) partition to exist. BATH [Unit 2] - Remod. Exist. Bath. [ Unit 2] - Add. Ext. Door to South West EXT. PTN. Of Hallway [Unit 2] - Add. EXT. Door to West EXT. PTN. Of Entry. [Unit 2] - Install (8)pc Ceil. Can Lighting system. - Remod. Exist. HVAC system. [Unit 2] - Remod. Exist. Plumbing system. [Unit 2] - Remod. Exist. Electrical system [Unit 2] - Remod. Exist. Natural gas system. Unit 1 - Add. (1 )Entry - Add. (4) CLST.(s) - Add. (1) Bath - Add. (2) BDRM - Add. (1) KIT. - Add. (1) Liv. Rm. - Add. (21) pcs Ceil. Can Lighting System - Remod. Exist. HVAC system. [Unit 1] - Remod. Exist. Plumbing system. [Unit 1] - Remod. Exist. Electrical system [Unit 1] EXIST. NORTH WALL ELEVATION SCALE RATIO: 1:128 FOR 24”w x 36”l print. Scope of Work (ADD.) - ADD. ASPHLT. DEDICATED. PRK.LOT EASEMENT - Resign & re-strip (10) standard 9’ W x 18’ L parking space(s) and (1) ADA 12’ w x 18’ L handicap space(s) [Landscape] - Contractor to grade exist. North yard for drainage away from exist. Structure. [Grading] - Add. fin. Grass layer to exist. North yard. [Landscape] - Add. fin. Gravel layer to exist. North yard. [Landscape] - Add. 2” x 4” (nominal) partition attached to perimeter load bearing exterior partitions. - Contractor to install Unit 2 electrical panel box to latest standards of National Electrician Code (NEC) [General] - Remod. exist. 1st Floor area to Add. (3) Single Family Residence(s) - Remod. Exist. Det. Garage to Add. (1) Single Family Resident. - Install smoke detectors in all BDRM(s), LIV. RM.(s) & DIN. RM.(s) - Install carbon monoxide, smoke detector combos in KIT.(s) & BATH(s). - Any change of use or occupancy of any building or buildings, including additions thereto requiring more parking, shall not be permitted until such additional parking spaces as required by this chapter are furnished. - Add. Trash Collection site near Northwest corner of lot. Fasteners - Add. Partitions to be installed and attached to exist. Conc. Foundation and exist R. Truss System using approved attachment methods. - Partition attachment to the exist. Conc. Foundation to be fastened with 1/4”d min. STL. J-bolts with 3/8”d rebar reinforcement using associated washers and bolt nuts. - Partition attachment to exist. R. Truss System fastened with approved screws/nails, braces, etc. - Add. Wood partition attachment to exist. Wood R. Truss to use H25 braces. - Structural Wood to Wood Fasteners shall be rated for structural use. - Min. 16D WD. Framing nail, Min. Size 10 WD. Screw Framing - Contractor to use approved 2” x 4” NOM.STUD. GR.FRAME.LUM. for Add. PTN(s). - Contractor to install PTN. Based on detail A2.1 - Stud lumber spaced 16” OC - Contractor to install T.PLATE & DBL. T. PLATE - Add. Insulation to meet minimum fenestration requirements per local code. A c/o c/o A1 1310.37ft LF. 1312.92ft DIRECTION OF NAT. WT. DRAINAGE M 1311.87ft ShopALX Drafting & Design L 1310.68ft 1312.92ft HF DIRECTION OF NAT. WT. DRAINAGE M 1312.34ft 1311.37ft 1312.34ft 1311.87ft BACKFLOW V. & C/O ELEC. SERVICE VIA UGND LINE. EXIST. 1ST FLR.: 2744 SQ. FT. EXIST. DET. LIV. AREA.: 672 SQ. FT. EXIST. COV. PATIO: 496 SQ. FT. EXIST. DET. GARAGE: 1000 SQ. FT. TOTAL EXIST. COV.: 4912 SQ. FT. TOTAL PLOT SIZE: 14,375 SQ. FT. TOTAL EXIST. COV. RATE: 34% ADD. UNIT 1: 900 SQ. FT. ADD. UNIT 2: 814 SQ. FT. ADD. UNIT 3: 936 SQ. FT. ADD. UNIT 4: 725 SQ. FT. TOTAL FIN. COV.: 3375 SQ. FT. TOTAL FIN. COV. RATE : 23% T 1311.79ft REMOVE EXIST. SHWR. RM. REMOVE EXIST. DR. AND WIN. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 HB M R602.2 Grade. Studs shall be a minimum No. 3, standard or stud grade lumber. R602.1 General. Wood and wood-based products used for load-supporting purposes shall conform to the applicable pro- visions of this section. R602.3.4 Bottom (sole) plate. Studs shall have full bear- ing on a nominal 2-by (51 mm) or larger plate or sill hav- ing a width not less than to the width of the studs. R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at cor- ners and intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches (610 mm). Joints in plates need not occur over studs. Plates shall be not less than 2-inches (51 mm) nominal thickness and have a width not less than the width of the studs. R602.4 Interior load-bearing walls. Interior load-bearing walls shall be constructed, framed and fireblocked as speci- fied for exterior walls. R602.5 Interior nonbearing walls. Interior nonbearing walls shall be permitted to be constructed with 2-inch by 3- inch (51 mm by 76 mm) studs spaced 24 inches (610 mm) on center or, where not part of a braced wall line, 2-inch by 4- inch (51 mm by 102 mm) flat studs spaced at 16 inches (406 mm) on center. Interior nonbearing walls shall be capped with not less than a single top plate. Interior nonbearing walls shall be fireblocked in accordance with Section R602.8. R602.6 Drilling and notching of studs. Drilling and notch- ing of studs shall be in accordance with the following: 1. Notching. Any stud in an exterior wall or bearing parti- tion shall be permitted to be cut or notched to a depth not exceeding 25 percent of its width. Studs in nonbear- ing partitions shall be permitted to be notched to a depth not to exceed 40 percent of a single stud width. 2. Drilling. Any stud shall be permitted to be bored or drilled, provided that the diameter of the resulting hole is not more than 60 percent of the stud width, the edge of the hole is not more than 5/8 inch (16 mm) to the edge of the stud, and the hole is not located in the same sec- tion as a cut or notch. Studs located in exterior walls or bearing partitions drilled over 40 percent and up to 60 percent shall be doubled with not more than two successive doubled studs bored. See Figures R602.6(1) and R602.6(2). R602.6.1 Drilling and notching of top plate. Where pip- ing or ductwork is placed in or partly in an exterior wall or interior load-bearing wall, necessitating cutting, drilling or notching of the top plate by more than 50 percent of its width, a galvanized metal tie not less than 0.054 inch thick (1.37 mm) (16 ga) and 11/2 inches (38 mm) wide shall be fastened across and to the plate at each side of the opening with not less than eight 10d (0.148 inch diameter) nails having a minimum length of 11/2 inches (38 mm) at each side or equivalent. The metal tie must extend not less than 6 inches past the opening. See Figure R602.6.1. R302.11.1.1 Batts or blankets of mineral or glass fiber. Batts or blankets of mineral or glass fiber or other approved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. R302.11 Fireblocking. In combustible construction, fire- blocking shall be provided to cut off both vertical and hori- zontal concealed draft openings and to form an effective fire barrier between stories, and between a top story and the roof space. R302.4 Dwelling unit rated penetrations. Penetrations of wall or floor-ceiling assemblies required to be fire-resistance rated in accordance with Section R302.2 or R302.3 shall be protected in accordance with this section. R305.1 Minimum height. Habitable space, hallways and portions of basements containing these spaces shall have a ceiling height of not less than 7 feet (2134 mm). Bathrooms, toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 8 inches (2032 mm). R314.3 Location. Smoke alarms shall be installed in the fol- lowing locations: 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellings or dwell- ing units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in a location required by Section R314.3. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a perma- nently installed cooking appliance. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed cook- ing appliance. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a per- manently installed cooking appliance. R314.6 Power source. 1.Smoke alarms shall be permitted to be battery oper- ated where installed in buildings without commercial power. R315.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms. Where a fuel- burning appliance is located within a bedroom or its attached bath- room, a carbon monoxide alarm shall be installed within the bedroom. R315.6 Power source. 1.Carbon monoxide alarms shall be permitted to be battery operated where installed in buildings without commercial power. R315.7.4 Combination detectors. Combination carbon monoxide and smoke detectors installed in carbon monox- ide detection systems in lieu of carbon monoxide detectors shall be listed in accordance with UL 2075 and UL 268. Plumbing P2601.2 Connections to drainage system. Plumbing fixtures, drains, appurtenances and appliances used to receive or discharge liquid wastes or sewage shall be directly connected to the sanitary drainage system of the building or premises, in accordance with the requirements of this code. This section shall not be construed to prevent indirect waste connections where required by the code. P2603.2 Drilling and notching. Wood-framed structural members shall not be drilled, notched or altered in any man- ner except as provided in Sections R502.8, R602.6, R802.7 and R802.7.1. Holes in load-bearing members of cold-formed steel light-frame construction shall be made only in accor- dance with Sections R505.2.6, R603.2.6 and R804.2.6. In accordance with the provisions in Sections R505.3.5, R603.3.3 and R804.3.4, cutting and notching of flanges and lips of load-bearing members of cold-formed steel light- frame construction shall be prohibited. Structural insulated panels (SIPs) shall be drilled and notched or altered in accor- dance with the provisions of Section R613.7 P2603.1 General. In the process of installing or repairing any part of a plumbing and drainage installation, the finished floors, walls, ceilings, tile work or any other part of the build- ing or premises that must be changed or replaced shall be left in a safe structural condition in accordance with the require- ments of the building portion of this code. P3003.1 Tightness. Joints and connections in the DWV sys- tem shall be gas tight and water tight for the intended use or pressure required by test. P3002.3 Fittings. Pipe fittings shall be approved for installa- tion with the piping material installed and shall comply with the applicable standards indicated in Table P3002.3. M2003.1 General. Hot water boilers shall be provided with expansion tanks. Nonpressurized expansion tanks shall be securely fastened to the structure or boiler and supported to carry twice the weight of the tank filled with water. Provi- sions shall be made for draining nonpressurized tanks without emptying the system M2005.1 General. Water heaters shall be installed in accor- dance with Chapter 28, the manufacturer's instructions and the requirements of this code. Water heaters installed in an attic shall comply with the requirements of Section M1305.1.2. Gas-fired water heaters shall comply with the requirements in Chapter 24. Domestic electric water heaters shall comply with UL 174. Oiled-fired water heaters shall comply with UL 732. Solar thermal water heating systems shall comply with Chapter 23 and SRCC 300. Solid fuel-fired water heaters shall comply with UL 2523. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids greater than 105°F (41°C) or less than 55°F (13°C) shall be insulated to an R-value of not less than R-3. HVAC M1401.1 Installation. Heating and cooling equipment and appliances shall be installed in accordance with the manufac- turer’s instructions and the requirements of this code. M1401.4 Outdoor installations. Equipment and appliances installed outdoors shall be listed and labeled for outdoor installation. Supports and foundations shall prevent excessive vibration, settlement or movement of the equipment. Supports and foundations shall be in accordance with Section M1305.1.3.1. M1501.1 Outdoor discharge. The air removed by every mechanical exhaust system shall be discharged to the out- doors in accordance with Section M1504.3. Air shall not be exhausted into an attic, soffit, ridge vent or crawl space. M1601.1 Duct design. Duct systems serving heating, cooling and ventilation equipment shall be installed in accordance with the provisions of this section and ACCA Manual D, the appliance manufacturer’ s installation instructions or other approved methods. M1601.4.5 Fireblocking. Duct installations shall be fire- blocked in accordance with Section R602.8. M1601.4 Installation. Duct installation shall comply with Sections M1601.4.1 through M1601.4.10. N1103.1 (R403.1) Controls (Mandatory). Not less than one thermostat shall be provided for each separate heating and cooling system. M1503.5 Kitchen exhaust rates. Where domestic kitchen cooking appliances are equipped with ducted range hoods or down-draft exhaust systems, the fans shall be sized in accordance with Section M1505.4.4. M1504.2 Duct length. The length of exhaust and supply ducts used with ventilating equipment shall not exceed the lengths determined in accordance with Table M1504.2. M1505.2 Recirculation of air. Exhaust air from bathrooms and toilet rooms shall not be recirculated within a residence or circulated to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms, toilet rooms and kitchens shall not discharge into an attic, crawl space or other areas inside the building. M1505.4.1 System design. The whole-house ventilation system shall consist of one or more supply or exhaust fans, or a combination of such, and associated ducts and controls. Local exhaust or supply fans are permitted to serve as such a system. Outdoor air ducts connected to the return side of an air handler shall be considered as providing sup- ply ventilation. M1505.4.2 System controls. The whole-house mechanical ventilation system shall be provided with controls that enable manual override. M1505.4.3 Mechanical ventilation rate. The whole- house mechanical ventilation system shall provide outdoor air at a continuous rate as determined in accordance with Table M1505.4.3(1) M1401.3 Equipment and appliance sizing. Heating and cooling equipment and appliances shall be sized in accor- dance with ACCA Manual S or other approved sizing meth- odologies based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. M1601.4.5 Fireblocking. Duct installations shall be fire- blocked in accordance with Section R602.8. L P BUILDING PLAN A1 - SITE PLAN A2 - FOUNDATION PLAN A3 - ROOF PLAN MECHANICAL PLAN E1 - ELECTRICAL PLAN J1 - PLUMBING PLAN H1 - HVAC PLAN A 2018 (IRC) INTERNATIONAL RESIDENTIAL CODE DETAILED INFORMATION B Parcel #: 501-35-117 Address: 11733 W River Rd. Owner: Soto, Jose R. Zoning: SN- Suburban Neighborhood Re-Zone: (MU) Mixed Urban Neighborhood High School District: Dysart Unified #89 Elementary School District: Dysart Unified School District Local Jurisdiction: El Mirage, AZ Drafter: ShopALX Drafting & Design Drafter Address: 2230 E. Polk St. Unit 10 HB A REMOVE EXIST. TREE LANDSCAPE VICINITY MAP *EXIST. SEWER CONNECTION 1 ADD. 34” W x 6’9” H UNIT 2 SC ENTRY DR. SITE PLAN EXIST. WEST WALL ELEVATION REMOVE EXIST. 21’ 5” OF LINEAR FENCE & GATE www.shopalx.com/drafting 1311.79ft A GENERAL - ALL CONSTRUCTION SHALL CONFORM TO THE LATEST MARICOPA ASSOCIATION OF GOVERNMENTS, UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION (MAG). CITY OF EL MIRAGE DESIGN AND DEVELOPMENT STANDARDS MANUAL (DDSM), GENERAL NOTES AND STANDARD DETAILS WILL CONTINUE TO APPLY WHERE SUCH DETAILS WERE NOT ADOPTED OR INCLUDED BY MAG. ALTERNATE DETAILS AND SPECIFICATIONS MAY BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE ENGINEERING DIVISION. IF ACCEPTED, ALTERNATE DETAILS WILL BE SHOWN AS PART OF THE APPROVED PLANS/DETAIL SHEETS. - AN APPROVED SET OF PLANS MUST BE AVAILABLE ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR'S/DEVELOPER'S REPRESENTATIVE (CAPABLE OF COMMUNICATING WITH THE CITY'S REPRESENTATIVES) SHALL BE ON THE JOB AT ALL TIMES THE WORK IS BEING PURSUED. - IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY THE PRESENCE AND LOCATION OF ALL EXISTING OVERHEAD AND/OR UNDERGROUND UTILITIES THAT MAY INTERFERE WITH THIS CONSTRUCTION, WHETHER OR NOT SAID UTILITIES ARE SHOWN ON THE CONSTRUCTION PLANS FOR THIS PROJECT AND TO ADEQUATELY PROTECT AND MAINTAIN ANY SUCH UTILITIES. - IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO SCHEDULE WATER AND SEWER TESTING WITH THE CITY INSPECTOR PER THE CITY'S DESIGN & DEVELOPMENT STANDARDS MANUAL (DDSM). NO TESTING SHALL BE ACCEPTED BY THE INSPECTOR UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. - THE CONTRACTOR/DEVELOPER IS SOLELY RESPONSIBLE FOR ALL JOB SITE SAFETY, INCLUDING BUT NOT LIMITED TO MEETING ALL REQUIREMENTS OF OSHA AND ADOSH. THE CITY OF EL MIRAGE ENGINEERING INSPECTOR IS NOT AUTHORIZED TO ADVISE OR DIRECT THE CONTRACTOR/DEVELOPER REGARDING MATTERS OF JOB SITE SAFETY. SHOULD THE CONTRACTOR/DEVELOPER ACT ON SUCH ADVICE OR DIRECTION, IT IS AT THE RISK OF THE CONTRACTOR/DEVELOPER. - THE CONTRACTOR SHALL UNCOVER ALL EXISTING LINES TO BE CONNECTED AND VERIFY INVERT ELEVATIONS BEFORE ANY OTHER CONSTRUCTION. Scope of Work (Demo) - Remove (3) exist. Window(s) along West wall. - Remove (1) exist. Shower room door along West wall. - Remove (1) exist. Interior 4' 8” w x 6' 10 ½”L door along West wall. - Remove (1) interior non-load bearing bathroom partition along West wall - Remove (2) exist. Window(s) along North wall. - Remove (1) exist. Exterior Door along North wall. - Remove (2) exist. Window(s) along East wall. - Remove (1) exist. Door along East Wall. - Remove (2) non-load bearing partition(s) of exist. Shower room - Remove exist. interior non-load bearing partition [unit 2] - Remove (2) exist. interior non-load bearing partition(s) [unit 2] - Remove (1) exist. Door along interior non-load bearing partition. [Unit 2] - Remove (1) exist. Garage door [unit 4] - Remove (1) exist. Detached living area with its respective foundation. - Remove and replace exist. Timber. Lum. Parking Lot medians. 1310.37ft LF. SCALE: 3/32” = 1’ PAGE NUMBER 1311.37ft DIRECTION OF NAT. WT. DRAINAGE REMOD. UNIT 1 900 SQ. FT. REMOD. UNIT 2 814 SQ. FT. REMOD. UNIT 3 936 SQ. FT. REMOD. UNIT 4 725 SQ. FT. ADD.LAUNDRY 936 SQ. FT. 22' 11" 120' 7 ⅝" PLOT L. 27' 11 ³⁄₁₆" 27' 11" MUNICIPAL ROAD 12' 9" 20' 8" 31' 11 ¹⁄₁₆" LAUNDRY W. 1 & 3 L. 3' 6" 8' 10 ¾" 4' 11 ¹¹⁄₁₆" SPAN 10' 11 ⅝" IS SETBACK 11' 9 ⅝" 3' 11 ¹³⁄₁₆" 1' 0" 4' 0" 24' 4 ⅜" UNIT 4 W. 21' 4 ¹⁵⁄₁₆" SS. SETBACK 11' 1 ¾" REAR SETBACK 120' 4 ⅜" PLOT L. 27' 10 ⅞" MUNICIPAL ALLEY W. 13' 1" 10' 10 ⅞" LAUNDRY W. 2' 0" 86' ⅝" 9' 0" 40' 2" UNIT 4 L. 20' 8" 8' 0" CEIL.H 14' 6" ADD. UTIL. CLST 8' 2" × 3' 0" EXIST.SHR.RM 3' 7" × 5' 7" 50' 4" × 11' 4" 3' 4" × 0' 1" ADD. ASPHLT. DEDICATED. PRK.LOT EASEMENT 26' 3" × 18' 0" ADD. UNIT 1 UNCOV. PATIO 12' 8" × 31' 3" CONC. PATHWAY 4' 0" × 3' 3" TRASH COLLECTION 5' 0" × 10' 0" CONC. WALKWAY 36' 2" × 37' 4" EXIST. FRONT YARD SPACE 26' 3" × 23' 10" EXIST. COV. PATIO 57' 0" × 4' 0" DEMO. EXIST. DET. LIV. AREA 50' 4" × 11' 3" EXIST. DEDICATED STREET EASEMENT 27' 11" × 149' 6" EXIST. CONC. PATHWAY 20' 8" × 3' 0" EXIST. SIDEWALK 3' 0" × 121' 7" EXIST. FRONT YARD SPACE 20' 3" × 45' 5" EXIST. CONC. WALKWAY 4' 0" × 34' 9" EXIST. UNCOV. PATIO 10' 0" × 35' 4" EXIST. SIDEWALK 3' 0" × 120' 0" EXIST. DEDICATED STREET EASEMENT 27' 11" × 120' 0" EXIST. ASPHT. PARKING LOT 20' 8" × 118' 4" EXIST. DEDICATED ALLEY EASEMENT 27' 11" × 123' 11" EXIST. CONC. WALKWAY 4' 0" × 20' 7" ADD. UTIL. CLST 8' 2" × 3' 0" EXIST.SHR.RM 3' 7" × 5' 7" 50' 4" × 11' 4" 3' 4" × 0' 1" ADD. ASPHLT. DEDICATED. PRK.LOT EASEMENT 26' 3" × 18' 0" ADD. UNIT 1 UNCOV. PATIO 12' 8" × 31' 3" CONC. PATHWAY 4' 0" × 3' 3" TRASH COLLECTION 5' 0" × 10' 0" CONC. WALKWAY 36' 2" × 37' 4" EXIST. FRONT YARD SPACE 26' 3" × 23' 10" EXIST. COV. PATIO 57' 0" × 4' 0" DEMO. EXIST. DET. LIV. AREA 50' 4" × 11' 3" EXIST. DEDICATED STREET EASEMENT 27' 11" × 149' 6" EXIST. CONC. PATHWAY 20' 8" × 3' 0" EXIST. SIDEWALK 3' 0" × 121' 7" EXIST. FRONT YARD SPACE 20' 3" × 45' 5" EXIST. CONC. WALKWAY 4' 0" × 34' 9" EXIST. UNCOV. PATIO 10' 0" × 35' 4" EXIST. SIDEWALK 3' 0" × 120' 0" EXIST. DEDICATED STREET EASEMENT 27' 11" × 120' 0" EXIST. ASPHT. PARKING LOT 20' 8" × 118' 4" EXIST. DEDICATED ALLEY EASEMENT 27' 11" × 123' 11" EXIST. CONC. WALKWAY 4' 0" × 20' 7" www.shopALX.com Office: (623)-257-5580 Residential Architectural Design Shop ALX Drafting Services N 11733 W. RIVER RD. EL MIRAGE, AZ 501-35-117 Total Cov. Area: 4912 SQ. FT. Total Lot Size: 14,375 SQ. FT. N. PABLO ST. W. RIVER RD. N. TONYA ST. Parcel #: 501-35-117 On a: Address: 11733 W River Rd. El' Mirage, AZ 85335 Number of Studies: Average Number of Persons Per Unit: Directional Distribution: IN OUT 68 17 61 15.25 65 16.25 68 17 Regression Statistics 68 17 MƵltiple R ϭ 61 15.25 R SqƵare ϭ 68 17 AdjƵsted R SqƵare ϭ 68 17 Standard Error ϭ͘ϭϲϳϴϳEͲϭϱ 63 15.75 Obserǀations ϯϭ 60 15 66 16.5 ANOVA 68 17 df SS MS F Significance F 62 15.5 Regression ϭ ϯϬϬ͘ϳϬϵϲϳϳϰ ϯϬϬ͘ϳϬϵϲϳϳϰ Ϯ͘ϮϬϰϳϯEнϯϮ Ϭ 61 15.25 ResidƵal Ϯϵ ϯ͘ϵϱϱϰEͲϮϵ ϭ͘ϯϲϯϵϯEͲϯϬ 63 15.75 Total ϯϬ ϯϬϬ͘ϳϬϵϲϳϳϰ 68 17 61 15.25 Coefficients Standard Error t Stat P-value Lower 95й Upper 95й Lower 95.0й Upper 95.0й 63 15.75 Intercept ϭ͘ϰϮϭϬϵEͲϭϰ ϰ͘ϯϳϲϭϭEͲϭϱ ϯ͘ϮϰϳϯϳϮϭϰϵ Ϭ͘ϬϬϮϵϯϵϯϮϰ ϱ͘ϮϲϬϳϭEͲϭϱ Ϯ͘ϯϭϲϭEͲϭϰ ϱ͘ϮϲϬϳϭEͲϭϱ Ϯ͘ϯϭϲϭEͲϭϰ 61 15.25 OUT ϰ Ϯ͘ϲϵϯϵϭEͲϭϲ ϭ͘ϰϴϰϴϯEнϭϲ Ϭ ϰ ϰ ϰ ϰ 67 16.75 68 17 68 17 61 15.25 NOTE: 61 15.25 68 17 62 15.5 68 17 68 17 66 16.5 69 17.25 63 15.75 4 . Statistical data based on local studies conducted b\ ShopALX LLC relative to 2018 ITE Manuel. PM PEAKTIME ANALYSIS 1. PM Peaktime defined b\ standard 8 time period betZeen 12PM - 11PM. 2. 1 person(s) calculated to represent 4 total trips per person during AM Peaktime. 3. Each unit alloted up to 4 persons per sinlge famil\ or number of bedroom to equal number of person per residents. for statistical anal\sis. 25% EXITING (MU) MIXED URBAN MULTI-RESIDIENTIAL HOUSING Average Vehicle Trip ends: PERSONS PM PEAK 4 30 75% ENTERING ϭϰ͘ϱ ϭϱ ϭϱ͘ϱ ϭϲ ϭϲ͘ϱ ϭϳ ϭϳ͘ϱ ϱϴ ϲϬ ϲϮ ϲϰ ϲϲ ϲϴ ϳϬ OUT IN PM PEAKTIME PERSONS REGRESSION ANALYSIS Address: 11733 W River Rd Parcel #: 501-35-117 Owner: Jose R. Soto Project Narrative 11733 w River Rd. El’ Mirage, AZ 85335, in current ownership by Jose R. Soto, who seeks pre-application approval from the city of El’ Mirage Planning and Development to rezone parcel number 501-35-117. Stated parcel is currently zoned as SN Suburban Neighborhood, and owner seeks to rezone property to MU Mixed Urban Multi-Residential housing complex. Multi-residential housing complex will be composed of 3 single family residential units and 1 office space. Plot will require 3 additional water meters, 3 additional electric meters. Natural gas lines are to remain undisturbed and will require a separate plan for future construction. Stove, Dryers, and water heater appliances will be electric powered. Construction process will take place in phases with an estimated timeframe of 5-10 months till completion, refer to projected phasing plan on pg. A1 of incorporated building plan. Drainage Parcel number 501-35-117 carries a 4’± downhill natural grade slope from south to north. Water run-off is naturally directed toward River Rd. Sanitary Drainage line will require a Back Flow Valve. Traffic Impact Statement Additional 10 parking space per mandates. 1 parking space must be allotted for ADA accessible vans. 57' 25' SQUARE FT. LEGEND ROOM SIZE (SQ. FT.) TYPE SCOPE EXIST. 1ST FLR 2744 LIVABLE EXIST. REMODEL EXIST. DET. LIV. AREA 672 LIVABLE DEMO EXIST. COV. PATIO 496 N/A DEMO EXIST. DET. GARAGE 1000 NON-LIVABLE EXIST. REMODEL ADD. UNIT 1 900 LIVABLE ADDITION ADD. UNIT 2 814 LIVABLE ADDITION ADD. UNIT 3 936 LIVABLE ADDITION ADD. UNIT 4 725 LIVABLE ADDITION TOTAL REMODEL: 3744 TOTAL ADDITION: 2565 RANGE/DRYER RECEPTACLE T S3 SPECIAL PURPOSE OUTLET RECESSED LIGHT BOX SDM TWO-POLE SWITCH S SINGLE-POLE SWITCH ELECTRICAL SERVICE www.shopALX.com THREE WAY SWITCH DIMMER SWITCH THERMOSTAT S2 DUPLEX RECEPTACLE PANEL BOX ELECTRICAL LEGEND SINGLE RECEPTACLE HVAC SUPPLY COMMON BRICK HVAC RETURN CONCRETE BLOCK PARTITION F METAL MATERIAL/ APPLIANCE (W/ NOTE) SD CONCRETE/CEMENT HVAC DIFFUSER EXISTING PARTITION WOODEN LUMBER MATERIAL CEIL FAN INSULATION SDC ADD’L PARTITION SMOKE DETECTOR / CO2 COMBO CEILING LAMP SMOKE DETECTOR DEMO PLAN (W/ NOTE) STUCCO VENEER PARTITION GRAVEL/ROCK GRADE (DIRT) CLAY SHINGLE FLOOR/WALL TILE P PLOT PLAN LEGEND L GAS METER WATER METER E PROPERTY LINE www.shopALX.com C L G ELECTRIC METER TREE RELOCATION + (UTILITY DESIGNATOR) CENTER LINE W NATURAL GRADE POWER POLE FLOOR PLAN LEGEND UTILITY METER OR VALVE E G +XX.00” W ELECTRIC SERVICE POINT OF BEGINNING FINISH GRADE EXISTING ELEVATION FIRE HYDRANT GAS LINE MANHOLE WATER LINE N Parcel #: 501-35-117 On a: Address: 11733 W River Rd. El' Mirage, AZ 85335 Number of Studies: Average Number of Persons Per Unit: Directional Distribution: IN OUT 68 34 61 30.5 65 32.5 68 34 68 34 61 30.5 68 34 68 34 63 31.5 60 30 66 33 SUMMARY OUTPUT 68 34 62 31 Regression Statistics 61 30.5 MƵlƚiple R ϭ 63 31.5 R SqƵare ϭ 68 34 AdjƵƐƚed R SqƵare ϭ 61 30.5 Sƚandard Error ϭ͘ϭϲϳϴϳEͲϭϱ 63 31.5 ObƐerǀaƚionƐ ϯϭ 61 30.5 67 33.5 ANOVA 68 34 df SS MS F Significance F 68 34 RegreƐƐion ϭ ϯϬϬ͘ϳϬϵϲϳϳϰ ϯϬϬ͘ϳϬϵϲϳϳϰ Ϯ͘ϮϬϰϳEнϯϮ Ϭ 61 30.5 ReƐidƵal Ϯϵ ϯ͘ϵϱϱϰEͲϮϵ ϭ͘ϯϲϯϵϯEͲϯϬ 61 30.5 Toƚal ϯϬ ϯϬϬ͘ϳϬϵϲϳϳϰ 68 34 62 31 Coefficients Standard Error t Stat P-value Lower 95й Upper 95й Lower 95.0й Upper 95.0й 68 34 Inƚercepƚ ϭ͘ϰϮϭϬϵEͲϭϰ ϰ͘ϯϳϲϭϭEͲϭϱ ϯ͘ϮϰϳϯϳϮϭϰϵ Ϭ͘ϬϬϮϵϯϵϯϮ ϱ͘ϮϲϬϳϭEͲϭϱ Ϯ͘ϯϭϲϭEͲϭϰ ϱ͘ϮϲϬϳϭEͲϭϱ Ϯ͘ϯϭϲϭEͲϭϰ 68 34 OUT Ϯ ϭ͘ϯϰϲϵϱEͲϭϲ ϭ͘ϰϴϰϴϯEнϭϲ Ϭ Ϯ Ϯ Ϯ Ϯ 66 33 69 34.5 63 31.5 3. Each unit alloted up to 4 persons per sinlge famil\ or number of bedroom to equal number of person per residents. for statistical anal\sis. 4 . Statistical data based on local studies conducted b\ ShopALX LLC relative to 2018 ITE Manuel. 50% ENTERING 1. AM Peaktime defined b\ standard 8 time period between 12AM- 11AM. 2. 1 person(s) calculated to represent 4 total trips per person during AM Peaktime. (MU) MIXED URBAN MULTI-RESIDIENTIAL HOUSING Average Vehicle Trip ends: PERSONS AM PEAK 4 30 50% EXITING Ϯϵ͘ϱ ϯϬ ϯϬ͘ϱ ϯϭ ϯϭ͘ϱ ϯϮ ϯϮ͘ϱ ϯϯ ϯϯ͘ϱ ϯϰ ϯϰ͘ϱ ϯϱ ϱϵ ϲϬ ϲϭ ϲϮ ϲϯ ϲϰ ϲϱ ϲϲ ϲϳ ϲϴ ϲϵ ϳϬ OUT IN AVERAGE AM PEAK TRAFFIC PER PERSONS ͘ FENESTRATION TABLE R-VALUE U-FACTOR CEILING R-38 0.030 MASS. WALL R-13 0.098 FRAME WALL R-13 0.060 SLAB 0.047 OPAQUE DOOR 0.35MAX GLAZING SHGC: .25 MAX 0.32MAX AIR CONDITIONER GAS FURNACE F F S S S2 S S S2.DM S S2.DM S S S S S S2 S2 S S S S S S S S W S3 WH WH S2 W W W S2 S S2.DM S S T S REGRESSION ANALYSIS DIRECTION OF NAT. WT. DRAINAGE 6”d stack sewer vent 1311.37ft 1312.34ft C LEGEND AFCI TABLE OF CONTENTS 1310.37ft LF c/o 1312.92ft Unit 3 - Add. (2) BDRM - Add. (1) Bath - Add. (1) Liv. Rm. - Add. (1) Kit. - Add. (5) CLST.(s) - Add. (27) pcs. Ceil. Can Lighting System Laundry - Add. Att. Laundry rm. - Add. (3) LB.PTN. - Add. Att. (1) Flat Roof - Contractor to install (3) 36” x 36” win.(s) - Add. (1) EXT. 36”W x 6’ 8”H Door - Add. (3) 28” W x 6’ 8” INT. Sliding Door Unit 4 - Add. (1) Entry - Add. (4) CLST.(s) - Add. (1) Liv. Rm. - Add. (2) BDRM(s) - Add. (1) Kit. - Add. (1) Bath - Contractor to access the existence of Exist. CONC. FTG. Prior to construction. - Add. (24) pcs. Ceil. Can Lighting system. REMOVE EXIST. DR. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 REMOVE EXIST. GR. DR. / INSTALL 34” W x 6’9” H UNIT 3 SC ENTRY DR. AFCI AFCI SD AFCI SD P GFCI SD SD P GFCI AFCI GFCI L AFCI REMOVE EXIST. DR. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 REMOVE EXIST. WIN. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 GFCI B B ADD. WT. METER (3) B 1311.79ft 1310.68ft 1310.68ft 1311.87ft Electrical N1102.4.5 (R402.4.5) Recessed lighting. Recessed lumi- naires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and uncon- ditioned spaces. Recessed luminaires shall be IC-rated and labeled as having an air leakage rate of not greater than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a pressure differential of 1.57 psf (75 Pa). Recessed luminaires shall be sealed with a gasket or caulked between the housing and the interior wall or ceiling covering. N1104.1 (R404.1) Lighting equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fix- tures shall contain only high-efficacy lamps. E3901.2 General purpose receptacle distribution. In every kitchen, family room, dining room, living room, parlor, library, den, sun room, bedroom, recreation room, or similar room or area of dwelling units, receptacle outlets shall be installed in accordance with the general provisions specified in Sections E3901.2.1 through E3901.2.3 (see Figure E3901.2). E3901.3 Small appliance receptacles. In the kitchen, pantry, breakfast room, dining room, or similar area of a dwelling unit, the two or more 20-ampere small-appliance branch circuits required by Section E3703.2, shall serve all wall and floor receptacle outlets covered by Sections E3901.2 and E3901.4 and those receptacle outlets provided for refrigeration appli- ances. [210.52(B)(1)] E3902.6 Kitchen receptacles. 125-volt, single-phase, 15- and 20-ampere receptacles that serve countertop surfaces shall have ground-fault circuit-interrupter protection for personnel. [210.8(A)(6)] E3902.7 Sink receptacles. 125-volt, single-phase, 15- and 20-ampere receptacles that are located within 6 feet (1829 mm) of the top inside edge of the bowl of the sink shall have ground-fault circuit- interrupter protection for personnel. [210.8(A)(7) E3902.8 Bathtub or shower stall receptacles. 125-volt, sin- gle phase, 15- and 20-ampere receptacles that are located within 6 feet (1829 mm) of the outside edge of a bathtub or shower stall shall have ground-fault circuit-interrupter pro- tection for personnel. [210.8(A)(8)] E3905.1 Box, conduit body or fitting—where required. A box or conduit body shall be installed at each conductor splice point, outlet, switch point, junction point and pull point except as otherwise permitted in Sections E3905.1.1 through E3905.1.6. FINISH NORTH ELEVATION EXISTING WEST ELEVATION DATE OF PREP.: 05/13/2021 AFCI GFCI AFCI ADD. 4” THK. 6’ H BRK. PTN. AND METD. SD AFCI c/o AFCI AFCI c/o GFCI AFCI SD W M AFCI GFCI ADD. 12’ 5” CONC. EXT. CONC. BLK. PTN. AFCI GFCI GFCI Add. 240v ELEC. PANEL GFCI AFCI AFCI AFCI AFCI SDC AFCI RIVER RD. REZONE GFCI AFCI REMOVE EXIST. 12’ 5” CONC. EXT. PTN. GFCI W AFCI GFCI AFCI GFCI A B B B AFCI B LOT COVERAGE A B DW S S WH WH S2 A B S2 S2 S2 S S2 Unit 2 - Add. CLST. To add. BDRM 2 [Unit 2] - Add. Entry to Unit 2. [Unit 2] - Add. Slide glass door to BDRM 1 CLST. [Unit 2] - Add. Partition to Unit 2 exist. Kit. [Unit 2] - Add. Din. Rm. Area [Unit 2 ] - Add. Liv. Rm. Area - Add. (1) partition to exist. BATH [Unit 2] - Remod. Exist. Bath. [ Unit 2] - Add. Ext. Door to South West EXT. PTN. Of Hallway [Unit 2] - Add. EXT. Door to West EXT. PTN. Of Entry. [Unit 2] - Install (8)pc Ceil. Can Lighting system. - Remod. Exist. HVAC system. [Unit 2] - Remod. Exist. Plumbing system. [Unit 2] - Remod. Exist. Electrical system [Unit 2] - Remod. Exist. Natural gas system. Unit 1 - Add. (1 )Entry - Add. (4) CLST.(s) - Add. (1) Bath - Add. (2) BDRM - Add. (1) KIT. - Add. (1) Liv. Rm. - Add. (21) pcs Ceil. Can Lighting System - Remod. Exist. HVAC system. [Unit 1] - Remod. Exist. Plumbing system. [Unit 1] - Remod. Exist. Electrical system [Unit 1] Scope of Work (ADD.) - ADD. ASPHLT. DEDICATED. PRK.LOT EASEMENT - Resign & re-strip (10) standard 9’ W x 18’ L parking space(s) and (1) ADA 12’ w x 18’ L handicap space(s) [Landscape] - Contractor to grade exist. North yard for drainage away from exist. Structure. [Grading] - Add. fin. Grass layer to exist. North yard. [Landscape] - Add. fin. Gravel layer to exist. North yard. [Landscape] - Add. 2” x 4” (nominal) partition attached to perimeter load bearing exterior partitions. - Contractor to install Unit 2 electrical panel box to latest standards of National Electrician Code (NEC) [General] - Remod. exist. 1st Floor area to Add. (3) Single Family Residence(s) - Remod. Exist. Det. Garage to Add. (1) Single Family Resident. - Install smoke detectors in all BDRM(s), LIV. RM.(s) & DIN. RM.(s) - Install carbon monoxide, smoke detector combos in KIT.(s) & BATH(s). - Any change of use or occupancy of any building or buildings, including additions thereto requiring more parking, shall not be permitted until such additional parking spaces as required by this chapter are furnished. - Add. Trash Collection site near Northwest corner of lot. Fasteners - Add. Partitions to be installed and attached to exist. Conc. Foundation and exist R. Truss System using approved attachment methods. - Partition attachment to the exist. Conc. Foundation to be fastened with 1/4”d min. STL. J-bolts with 3/8”d rebar reinforcement using associated washers and bolt nuts. - Partition attachment to exist. R. Truss System fastened with approved screws/nails, braces, etc. - Add. Wood partition attachment to exist. Wood R. Truss to use H25 braces. - Structural Wood to Wood Fasteners shall be rated for structural use. - Min. 16D WD. Framing nail, Min. Size 10 WD. Screw Framing - Contractor to use approved 2” x 4” NOM.STUD. GR.FRAME.LUM. for Add. PTN(s). - Contractor to install PTN. Based on detail A2.1 - Stud lumber spaced 16” OC - Contractor to install T.PLATE & DBL. T. PLATE - Add. Insulation to meet minimum fenestration requirements per local code. A EXISTING NORTH ELEVATION GFCI REMOVE EXIST. INT. PTN. c/o c/o A1 AFCI SDC 1310.37ft LF. 1312.92ft SDC SDC AFCI AFCI DIRECTION OF NAT. WT. DRAINAGE GFCI AFCI M 1311.87ft SDC AFCI AFCI AFCI ShopALX Drafting & Design L AFCI REMOVE EXIST. DR. AND WIN. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 1310.68ft AFCI AFCI 1312.92ft HF DIRECTION OF NAT. WT. DRAINAGE M 1312.34ft 1311.37ft GFCI AFCI 1312.34ft AFCI 1311.87ft AFCI BACKFLOW V. & C/O ELEC. SERVICE VIA UGND LINE. AFCI AFCI AFCI AFCI GFCI EXIST. 1ST FLR.: 2744 SQ. FT. EXIST. DET. LIV. AREA.: 672 SQ. FT. EXIST. COV. PATIO: 496 SQ. FT. EXIST. DET. GARAGE: 1000 SQ. FT. TOTAL EXIST. COV.: 4912 SQ. FT. TOTAL PLOT SIZE: 14,375 SQ. FT. TOTAL EXIST. COV. RATE: 34% ADD. UNIT 1: 900 SQ. FT. ADD. UNIT 2: 814 SQ. FT. ADD. UNIT 3: 936 SQ. FT. ADD. UNIT 4: 725 SQ. FT. TOTAL FIN. COV.: 3375 SQ. FT. TOTAL FIN. COV. RATE : 23% T AFCI SDC 1311.79ft REMOVE EXIST. SHWR. RM. REMOVE EXIST. DR. AND WIN. / REBIRCK EXT. PTN. IN ACCORDANCE WITH TMS 602 AFCI GFCI SD HB M SD SD R602.2 Grade. Studs shall be a minimum No. 3, standard or stud grade lumber. R602.1 General. Wood and wood-based products used for load-supporting purposes shall conform to the applicable pro- visions of this section. R602.3.4 Bottom (sole) plate. Studs shall have full bear- ing on a nominal 2-by (51 mm) or larger plate or sill hav- ing a width not less than to the width of the studs. R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at cor- ners and intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches (610 mm). Joints in plates need not occur over studs. Plates shall be not less than 2-inches (51 mm) nominal thickness and have a width not less than the width of the studs. R602.4 Interior load-bearing walls. Interior load-bearing walls shall be constructed, framed and fireblocked as speci- fied for exterior walls. R602.5 Interior nonbearing walls. Interior nonbearing walls shall be permitted to be constructed with 2-inch by 3- inch (51 mm by 76 mm) studs spaced 24 inches (610 mm) on center or, where not part of a braced wall line, 2-inch by 4- inch (51 mm by 102 mm) flat studs spaced at 16 inches (406 mm) on center. Interior nonbearing walls shall be capped with not less than a single top plate. Interior nonbearing walls shall be fireblocked in accordance with Section R602.8. R602.6 Drilling and notching of studs. Drilling and notch- ing of studs shall be in accordance with the following: 1. Notching. Any stud in an exterior wall or bearing parti- tion shall be permitted to be cut or notched to a depth not exceeding 25 percent of its width. Studs in nonbear- ing partitions shall be permitted to be notched to a depth not to exceed 40 percent of a single stud width. 2. Drilling. Any stud shall be permitted to be bored or drilled, provided that the diameter of the resulting hole is not more than 60 percent of the stud width, the edge of the hole is not more than 5/8 inch (16 mm) to the edge of the stud, and the hole is not located in the same sec- tion as a cut or notch. Studs located in exterior walls or bearing partitions drilled over 40 percent and up to 60 percent shall be doubled with not more than two successive doubled studs bored. See Figures R602.6(1) and R602.6(2). R602.6.1 Drilling and notching of top plate. Where pip- ing or ductwork is placed in or partly in an exterior wall or interior load-bearing wall, necessitating cutting, drilling or notching of the top plate by more than 50 percent of its width, a galvanized metal tie not less than 0.054 inch thick (1.37 mm) (16 ga) and 11/2 inches (38 mm) wide shall be fastened across and to the plate at each side of the opening with not less than eight 10d (0.148 inch diameter) nails having a minimum length of 11/2 inches (38 mm) at each side or equivalent. The metal tie must extend not less than 6 inches past the opening. See Figure R602.6.1. R302.11.1.1 Batts or blankets of mineral or glass fiber. Batts or blankets of mineral or glass fiber or other approved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. R302.11 Fireblocking. In combustible construction, fire- blocking shall be provided to cut off both vertical and hori- zontal concealed draft openings and to form an effective fire barrier between stories, and between a top story and the roof space. R302.4 Dwelling unit rated penetrations. Penetrations of wall or floor-ceiling assemblies required to be fire-resistance rated in accordance with Section R302.2 or R302.3 shall be protected in accordance with this section. R305.1 Minimum height. Habitable space, hallways and portions of basements containing these spaces shall have a ceiling height of not less than 7 feet (2134 mm). Bathrooms, toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 8 inches (2032 mm). R314.3 Location. Smoke alarms shall be installed in the fol- lowing locations: 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellings or dwell- ing units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in a location required by Section R314.3. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a perma- nently installed cooking appliance. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed cook- ing appliance. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a per- manently installed cooking appliance. R314.6 Power source. 1.Smoke alarms shall be permitted to be battery oper- ated where installed in buildings without commercial power. R315.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms. Where a fuel- burning appliance is located within a bedroom or its attached bath- room, a carbon monoxide alarm shall be installed within the bedroom. R315.6 Power source. 1.Carbon monoxide alarms shall be permitted to be battery operated where installed in buildings without commercial power. R315.7.4 Combination detectors. Combination carbon monoxide and smoke detectors installed in carbon monox- ide detection systems in lieu of carbon monoxide detectors shall be listed in accordance with UL 2075 and UL 268. Plumbing P2601.2 Connections to drainage system. Plumbing fixtures, drains, appurtenances and appliances used to receive or discharge liquid wastes or sewage shall be directly connected to the sanitary drainage system of the building or premises, in accordance with the requirements of this code. This section shall not be construed to prevent indirect waste connections where required by the code. P2603.2 Drilling and notching. Wood-framed structural members shall not be drilled, notched or altered in any man- ner except as provided in Sections R502.8, R602.6, R802.7 and R802.7.1. Holes in load-bearing members of cold-formed steel light-frame construction shall be made only in accor- dance with Sections R505.2.6, R603.2.6 and R804.2.6. In accordance with the provisions in Sections R505.3.5, R603.3.3 and R804.3.4, cutting and notching of flanges and lips of load-bearing members of cold-formed steel light- frame construction shall be prohibited. Structural insulated panels (SIPs) shall be drilled and notched or altered in accor- dance with the provisions of Section R613.7 P2603.1 General. In the process of installing or repairing any part of a plumbing and drainage installation, the finished floors, walls, ceilings, tile work or any other part of the build- ing or premises that must be changed or replaced shall be left in a safe structural condition in accordance with the require- ments of the building portion of this code. P3003.1 Tightness. Joints and connections in the DWV sys- tem shall be gas tight and water tight for the intended use or pressure required by test. P3002.3 Fittings. Pipe fittings shall be approved for installa- tion with the piping material installed and shall comply with the applicable standards indicated in Table P3002.3. M2003.1 General. Hot water boilers shall be provided with expansion tanks. Nonpressurized expansion tanks shall be securely fastened to the structure or boiler and supported to carry twice the weight of the tank filled with water. Provi- sions shall be made for draining nonpressurized tanks without emptying the system M2005.1 General. Water heaters shall be installed in accor- dance with Chapter 28, the manufacturer's instructions and the requirements of this code. Water heaters installed in an attic shall comply with the requirements of Section M1305.1.2. Gas-fired water heaters shall comply with the requirements in Chapter 24. Domestic electric water heaters shall comply with UL 174. Oiled-fired water heaters shall comply with UL 732. Solar thermal water heating systems shall comply with Chapter 23 and SRCC 300. Solid fuel-fired water heaters shall comply with UL 2523. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids greater than 105°F (41°C) or less than 55°F (13°C) shall be insulated to an R-value of not less than R-3. HVAC M1401.1 Installation. Heating and cooling equipment and appliances shall be installed in accordance with the manufac- turer’s instructions and the requirements of this code. M1401.4 Outdoor installations. Equipment and appliances installed outdoors shall be listed and labeled for outdoor installation. Supports and foundations shall prevent excessive vibration, settlement or movement of the equipment. Supports and foundations shall be in accordance with Section M1305.1.3.1. M1501.1 Outdoor discharge. The air removed by every mechanical exhaust system shall be discharged to the out- doors in accordance with Section M1504.3. Air shall not be exhausted into an attic, soffit, ridge vent or crawl space. M1601.1 Duct design. Duct systems serving heating, cooling and ventilation equipment shall be installed in accordance with the provisions of this section and ACCA Manual D, the appliance manufacturer’ s installation instructions or other approved methods. M1601.4.5 Fireblocking. Duct installations shall be fire- blocked in accordance with Section R602.8. M1601.4 Installation. Duct installation shall comply with Sections M1601.4.1 through M1601.4.10. N1103.1 (R403.1) Controls (Mandatory). Not less than one thermostat shall be provided for each separate heating and cooling system. M1503.5 Kitchen exhaust rates. Where domestic kitchen cooking appliances are equipped with ducted range hoods or down-draft exhaust systems, the fans shall be sized in accordance with Section M1505.4.4. M1504.2 Duct length. The length of exhaust and supply ducts used with ventilating equipment shall not exceed the lengths determined in accordance with Table M1504.2. M1505.2 Recirculation of air. Exhaust air from bathrooms and toilet rooms shall not be recirculated within a residence or circulated to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms, toilet rooms and kitchens shall not discharge into an attic, crawl space or other areas inside the building. M1505.4.1 System design. The whole-house ventilation system shall consist of one or more supply or exhaust fans, or a combination of such, and associated ducts and controls. Local exhaust or supply fans are permitted to serve as such a system. Outdoor air ducts connected to the return side of an air handler shall be considered as providing sup- ply ventilation. M1505.4.2 System controls. The whole-house mechanical ventilation system shall be provided with controls that enable manual override. M1505.4.3 Mechanical ventilation rate. The whole- house mechanical ventilation system shall provide outdoor air at a continuous rate as determined in accordance with Table M1505.4.3(1) M1401.3 Equipment and appliance sizing. Heating and cooling equipment and appliances shall be sized in accor- dance with ACCA Manual S or other approved sizing meth- odologies based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. M1601.4.5 Fireblocking. Duct installations shall be fire- blocked in accordance with Section R602.8. AFCI GFCI AFCI GFCI GFCI L SDC SD SD GFCI GFCI AFCI T SD P AFCI AFCI AFCI AFCI SD BUILDING PLAN A1 - SITE PLAN A2 - FOUNDATION PLAN A3 - ROOF PLAN MECHANICAL PLAN E1 - ELECTRICAL PLAN J1 - PLUMBING PLAN H1 - HVAC PLAN A GFCI GFCI SD GFCI 2018 (IRC) INTERNATIONAL RESIDENTIAL CODE T GFCI DETAILED INFORMATION B Parcel #: 501-35-117 Address: 11733 W River Rd. Owner: Soto, Jose R. Zoning: SN- Suburban Neighborhood Re-Zone: (MU) Mixed Urban Neighborhood High School District: Dysart Unified #89 Elementary School District: Dysart Unified School District Local Jurisdiction: El Mirage, AZ Drafter: ShopALX Drafting & Design Drafter Address: 2230 E. Polk St. Unit 10 AFCI SD HB A AFCI SD AFCI SDC REMOVE EXIST. TREE LANDSCAPE VICINITY MAP *EXIST. SEWER CONNECTION 1 GFCI ADD. 34” W x 6’9” H UNIT 2 SC ENTRY DR. SITE PLAN AFCI AFCI SD AFCI SD AFCI AFCI AFCI AFCI AFCI REMOVE EXIST. 21’ 5” OF LINEAR FENCE & GATE GFCI GFCI GFCI AFCI www.shopalx.com/drafting 1311.79ft A GENERAL - ALL CONSTRUCTION SHALL CONFORM TO THE LATEST MARICOPA ASSOCIATION OF GOVERNMENTS, UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION (MAG). CITY OF EL MIRAGE DESIGN AND DEVELOPMENT STANDARDS MANUAL (DDSM), GENERAL NOTES AND STANDARD DETAILS WILL CONTINUE TO APPLY WHERE SUCH DETAILS WERE NOT ADOPTED OR INCLUDED BY MAG. ALTERNATE DETAILS AND SPECIFICATIONS MAY BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE ENGINEERING DIVISION. IF ACCEPTED, ALTERNATE DETAILS WILL BE SHOWN AS PART OF THE APPROVED PLANS/DETAIL SHEETS. - AN APPROVED SET OF PLANS MUST BE AVAILABLE ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR'S/DEVELOPER'S REPRESENTATIVE (CAPABLE OF COMMUNICATING WITH THE CITY'S REPRESENTATIVES) SHALL BE ON THE JOB AT ALL TIMES THE WORK IS BEING PURSUED. - IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY THE PRESENCE AND LOCATION OF ALL EXISTING OVERHEAD AND/OR UNDERGROUND UTILITIES THAT MAY INTERFERE WITH THIS CONSTRUCTION, WHETHER OR NOT SAID UTILITIES ARE SHOWN ON THE CONSTRUCTION PLANS FOR THIS PROJECT AND TO ADEQUATELY PROTECT AND MAINTAIN ANY SUCH UTILITIES. - IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO SCHEDULE WATER AND SEWER TESTING WITH THE CITY INSPECTOR PER THE CITY'S DESIGN & DEVELOPMENT STANDARDS MANUAL (DDSM). NO TESTING SHALL BE ACCEPTED BY THE INSPECTOR UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. - THE CONTRACTOR/DEVELOPER IS SOLELY RESPONSIBLE FOR ALL JOB SITE SAFETY, INCLUDING BUT NOT LIMITED TO MEETING ALL REQUIREMENTS OF OSHA AND ADOSH. THE CITY OF EL MIRAGE ENGINEERING INSPECTOR IS NOT AUTHORIZED TO ADVISE OR DIRECT THE CONTRACTOR/DEVELOPER REGARDING MATTERS OF JOB SITE SAFETY. SHOULD THE CONTRACTOR/DEVELOPER ACT ON SUCH ADVICE OR DIRECTION, IT IS AT THE RISK OF THE CONTRACTOR/DEVELOPER. - THE CONTRACTOR SHALL UNCOVER ALL EXISTING LINES TO BE CONNECTED AND VERIFY INVERT ELEVATIONS BEFORE ANY OTHER CONSTRUCTION. Scope of Work (Demo) - Remove (3) exist. Window(s) along West wall. - Remove (1) exist. Shower room door along West wall. - Remove (1) exist. Interior 4' 8” w x 6' 10 ½”L door along West wall. - Remove (1) interior non-load bearing bathroom partition along West wall - Remove (2) exist. Window(s) along North wall. - Remove (1) exist. Exterior Door along North wall. - Remove (2) exist. Window(s) along East wall. - Remove (1) exist. Door along East Wall. - Remove (2) non-load bearing partition(s) of exist. Shower room - Remove exist. interior non-load bearing partition [unit 2] - Remove (2) exist. interior non-load bearing partition(s) [unit 2] - Remove (1) exist. Door along interior non-load bearing partition. [Unit 2] - Remove (1) exist. Garage door [unit 4] - Remove (1) exist. Detached living area with its respective foundation. - Remove and replace exist. Timber. Lum. Parking Lot medians. 1310.37ft LF. SCALE: 3/32” = 1’ PAGE NUMBER 1311.37ft AFCI FINISH WEST ELEVATION DIRECTION OF NAT. WT. DRAINAGE PROJECT NARRATIVE UNIT 2 UNIT 1 UNIT 4 UNIT 3 22' 11" 6' 5" R. H. 120' 7 ⅝" PLOT L. 27' 11 ³⁄₁₆" 27' 11" MUNICIPAL ROAD 23' 6 ⁵⁄₁₆" 58' 4" 20' 8" 31' 11 ¹⁄₁₆" LAUNDRY W. 1 & 3 L. 3' 6" 8' 10 ¾" 4' 11 ¹¹⁄₁₆" SPAN 10' 11 ⅝" IS SETBACK 11' 9 ⅝" 3' 11 ¹³⁄₁₆" 1' 0" 4' 0" 24' 4 ½" 24' 4 ⅜" UNIT 4 W. 21' 4 ¹⁵⁄₁₆" SS. SETBACK 11' 1 ¾" REAR SETBACK 120' 4 ⅜" PLOT L. 27' 10 ⅞" MUNICIPAL ALLEY W. 8' ½" CEIL. H. 10' 10 ⅞" LAUNDRY W. 2' 0" 39' 3 ⁹⁄₁₆" 22' 11" 86' ⅝" 9' 0" 2' 8" 40' 2" UNIT 4 L. 20' 8" 14' 6" H. ADD. CLST. 2' 11" × 2' 4" ADD. KIT. 13' 4" × 14' 5" ADD. CLST. 4' 4" × 2' 2" ADD. UTIL. CLST 8' 2" × 3' 0" ADD. ENTRY 4' 11" × 10' 8" ADD. ENTRY 5' 7" × 10' 5" ADD. B1 5' 10" × 3' 4" ADD.CLST 2' 0" × 5' 2" 3' 4" × 0' 1" CLST. 3' 4" × 9' 10" ADD.LIV 10' 4" × 14' 9" ADD. B2 12' 8" × 5' 10" UTIL.CLST 3' 10" × 3' 0" ADD. BDRM 2 14' 0" × 11' 4" ADD. CLST. 5' 2" × 3' 0" ADD.CLST 4' 11" × 2' 2" EXIST. B1 5' 2" × 5' 2" ADD. BDRM 2 9' 9" × 10' 8" 50' 4" × 11' 4" EXIST. KIT. 9' 2" × 13' 6" ADD.CLST 2' 4" × 2' 2" EXIST. BDRM1 17' 0" × 9' 1" ADD. B1 8' 2" × 10' 4" ADD. CLST 4' 2" × 3' 0" ADD. CLST 2' 4" × 2' 2" ADD. HALLWAY 4' 9" × 10' 4" UTIL.CLST 8' 0" × 3' 0" ADD. LAUNDRY RM. 12' 2" × 7' 2" ADD.BDRM 2 6' 0" × 9' 10" ADD. CLST. 2' 0" × 4' 0" ADD. CLST. 2' 0" × 5' 10" ADD. CLST 5' 7" × 3' 0" EXIST.SHR.RM 3' 7" × 5' 7" ADD. MST. BDRM 1 9' 9" × 10' 7" ADD. BATH 8' 1" × 11' 2" ADD. LIV. RM. 17' 6" × 13' 10" ADD. KIT. 18' 9" × 17' 0" ADD. CLST. 2' 0" × 3' 0" CLST 2' 7" × 5' 5" ADD. BDRM2 7' 1" × 9' 10" ADD. BDRM 1 10' 0" × 11' 4" ADD. ENTRY 3' 4" × 9' 10" ADD. BD.RM 1 10' 10" × 14' 9" ADD. BDRM 2 10' 10" × 14' 7" ADD. ASPHLT. DEDICATED. PRK.LOT EASEMENT 26' 3" × 18' 0" ADD. UNIT 1 UNCOV. PATIO 12' 8" × 31' 3" EXIST. COV. PATIO 57' 0" × 4' 0" ADD. LIV. RM 13' 1" × 11' 8" HALLWAY 3' 11" × 18' 3" EXIST. FRONT YARD SPACE 26' 3" × 23' 10" TRASH COLLECTION 5' 0" × 10' 0" ADD. KIT 11' 4" × 17' 11" UTIL. CLST 3' 8" × 3' 0" DEMO. EXIST. DET. LIV. AREA 50' 4" × 11' 3" ADD. DIN.RM. 7' 9" × 8' 10" ADD. LIV AREA 15' 2" × 8' 0" CONC. WALKWAY 36' 2" × 37' 4" CONC. PATHWAY 4' 0" × 3' 3" EXIST. SIDEWALK 3' 0" × 120' 0" EXIST. DEDICATED ALLEY EASEMENT 27' 11" × 123' 11" EXIST. CONC. WALKWAY 4' 0" × 20' 7" EXIST. CONC. PATHWAY 20' 8" × 3' 0" EXIST. ASPHT. PARKING LOT 20' 8" × 118' 4" EXIST. DEDICATED STREET EASEMENT 27' 11" × 120' 0" EXIST. FRONT YARD SPACE 20' 3" × 45' 5" EXIST. CONC. WALKWAY 4' 0" × 34' 9" EXIST. UNCOV. PATIO 10' 0" × 35' 4" EXIST. DEDICATED STREET EASEMENT 27' 11" × 149' 6" EXIST. SIDEWALK 3' 0" × 121' 7" ADD. CLST. 2' 11" × 2' 4" ADD. KIT. 13' 4" × 14' 5" ADD. CLST. 4' 4" × 2' 2" ADD. UTIL. CLST 8' 2" × 3' 0" ADD. ENTRY 4' 11" × 10' 8" ADD. ENTRY 5' 7" × 10' 5" ADD. B1 5' 10" × 3' 4" ADD.CLST 2' 0" × 5' 2" 3' 4" × 0' 1" CLST. 3' 4" × 9' 10" ADD.LIV 10' 4" × 14' 9" ADD. B2 12' 8" × 5' 10" UTIL.CLST 3' 10" × 3' 0" ADD. BDRM 2 14' 0" × 11' 4" ADD. CLST. 5' 2" × 3' 0" ADD.CLST 4' 11" × 2' 2" EXIST. B1 5' 2" × 5' 2" ADD. BDRM 2 9' 9" × 10' 8" 50' 4" × 11' 4" EXIST. KIT. 9' 2" × 13' 6" ADD.CLST 2' 4" × 2' 2" EXIST. BDRM1 17' 0" × 9' 1" ADD. B1 8' 2" × 10' 4" ADD. CLST 4' 2" × 3' 0" ADD. CLST 2' 4" × 2' 2" ADD. HALLWAY 4' 9" × 10' 4" UTIL.CLST 8' 0" × 3' 0" ADD. LAUNDRY RM. 12' 2" × 7' 2" ADD.BDRM 2 6' 0" × 9' 10" ADD. CLST. 2' 0" × 4' 0" ADD. CLST. 2' 0" × 5' 10" ADD. CLST 5' 7" × 3' 0" EXIST.SHR.RM 3' 7" × 5' 7" ADD. MST. BDRM 1 9' 9" × 10' 7" ADD. BATH 8' 1" × 11' 2" ADD. LIV. RM. 17' 6" × 13' 10" ADD. KIT. 18' 9" × 17' 0" ADD. CLST. 2' 0" × 3' 0" CLST 2' 7" × 5' 5" ADD. BDRM2 7' 1" × 9' 10" ADD. BDRM 1 10' 0" × 11' 4" ADD. ENTRY 3' 4" × 9' 10" ADD. BD.RM 1 10' 10" × 14' 9" ADD. BDRM 2 10' 10" × 14' 7" ADD. ASPHLT. DEDICATED. PRK.LOT EASEMENT 26' 3" × 18' 0" ADD. UNIT 1 UNCOV. PATIO 12' 8" × 31' 3" EXIST. COV. PATIO 57' 0" × 4' 0" ADD. LIV. RM 13' 1" × 11' 8" HALLWAY 3' 11" × 18' 3" EXIST. FRONT YARD SPACE 26' 3" × 23' 10" TRASH COLLECTION 5' 0" × 10' 0" ADD. KIT 11' 4" × 17' 11" UTIL. CLST 3' 8" × 3' 0" DEMO. EXIST. DET. LIV. AREA 50' 4" × 11' 3" ADD. DIN.RM. 7' 9" × 8' 10" ADD. LIV AREA 15' 2" × 8' 0" CONC. WALKWAY 36' 2" × 37' 4" CONC. PATHWAY 4' 0" × 3' 3" EXIST. SIDEWALK 3' 0" × 120' 0" EXIST. DEDICATED ALLEY EASEMENT 27' 11" × 123' 11" EXIST. CONC. WALKWAY 4' 0" × 20' 7" EXIST. CONC. PATHWAY 20' 8" × 3' 0" EXIST. ASPHT. PARKING LOT 20' 8" × 118' 4" EXIST. DEDICATED STREET EASEMENT 27' 11" × 120' 0" EXIST. FRONT YARD SPACE 20' 3" × 45' 5" EXIST. CONC. WALKWAY 4' 0" × 34' 9" EXIST. UNCOV. PATIO 10' 0" × 35' 4" EXIST. DEDICATED STREET EASEMENT 27' 11" × 149' 6" EXIST. 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