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MA 2023-0004 Ramirez Residence at 52065 Navarro (Avenida) (04.18.2023)ta �W CALIFORNIA April 18, 2023 Ernesto Ramirez 4101 E Pershing Avenue Phoenix, AZ 85032 SUBJECT: MINOR ADJUSTMENT 2023-0004 52065 AVENIDA NAVARRO ADJUSTMENTS Dear Mr. Ramirez: The Design and Development Department has reviewed your Minor Adjustment application (MA 2023- 0004), pursuant to Section 9.210.040 of the City of La Quinta Zoning Code. REQUEST: Grant an adjustment of 4%, to decrease the garage interior dimensions allowed for a single family house located at 52065 Avenida Navarro. The adjustment revises the garage interior dimensions from 20' x 20' to 19'-2" x 21', per the attached exhibit. Properties are allowed a maximum of three adjustments per property. DECISION: Approval is granted for the requested adjustment based on the following findings and subject to the conditions of approval listed below: Minor Adjustment 2023-0004 is consistent with the La Quinta General Plan, in that the proposal does not alter the approved land use for the property or affect land use on surrounding similar properties. 2. Minor Adjustment 2023-0004 is consistent with the intent of the La Quinta Zoning Code in that the requested adjustment will be conditioned to comply with all other development standards as required under said Zoning Code. 3. Processing and approval of Minor Adjustment 2023-0004 is in compliance with the California Environmental Quality Act. The adjustment requested falls under CEQA Guidelines Section 15305(a) as a "Minor Alterations to Land" - Class 5 Categorical Exemption. 4. Approval of Minor Adjustment 2023-0004 is not detrimental to the public health, safety and general welfare, nor injurious or incompatible with other properties and land use in the vicinity. The adjustment has no impact on health or safety issues and will not affect physical land use characteristics in the vicinity. The adjustment will be compatible with the architectural styles of the existing single-family homes. ■ W �GLI'NW CALIFORNIA - CONDITIONS OF APPROVAL: 1. Building permit BRES2022-0447 shall be complied with. The proposed construction shall comply with all other development standards as required under the La Quinta Zoning Code. 2. Properties are allowed a maximum of three adjustments per property. No additional adjustments would be allowed on this property Please be advised that the City only approves three Minor Adjustments per lot, regardless of the percentage of the development standard adjusted. This approval relates only to the minor adjustment referenced herein and does not imply any entitlement or approval of a building permit for any structures shown on the plans on file. This approval consists of one adjustment, as previously described, and no further adjustments would be allowed on this property. All other development standards of the La Quinta Zoning Code are applicable and shall be adhered to in preparing plans for building plan check. Thank you for your attention to these items, and if you have any questions, please contact me directly at (760) 777-7069 and/or at cflores laquintaca.gov . Sincerely, Z4iZ Carlos Flores Design and Development Department Senior Planner c\0 Architects, Engineers, Planners, Interiors PLLC March 24, 2023 Design & Development Department City of La Quinta 78495 Calle tampico La Qunta, Ca 92253 Re: Navarro Residence 52065 Avenida Navarro La Quinta, Ca 92253 To whom it may concern, The owner of the lot is seeking Administrative relief to allow for an interior dimension of 19'-2"x 21'-0" for the garage space in proposed residence in -lieu of City minimum of 20'-0"x20'-0". The requested Administrative relief for the garage reduction is within the 10% allowance per City Zoning Code and proposed sq. ftg. for the desired garage size is 402 sq. ft. which exceeds the code minimum 400 sq. ft.. Upon the decision of the Administrative relief, we will be able to continue through the plan review process for approval & permitting. Please feel free to contact my office with any further questions. Sincerely, Reza Farrokh, FAIA President/Architect SITE INFORMATION PROPER TY ADDRESS. 52065 A VENIDA NA VARRO LA QUINTA CA. 92253 ZONED RC COVE RESIDENTAIL DISTRICT A. P. N. NO.: 77J -2J4-014 PLOT PLAN 10 0 10 20 Scale 1" = 10' North • DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM THE CITY OF LA QUINTA PUBLIC WORKS DIVISION. • PER CRC R401.3, LOTS SHALL BE GRADED TO DRAIN SURFACE AWAY FROM THE FOUNDATION WALLS AND THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'-0". FOOTING OPTION "A" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) FOOTING OP 6" OR 8" BLOCK H.. HEIGHT FROM TOP#4 HORIZONTAL AT 32" MAX. O.C. OF FOOTING i (USE TABLE "A" SEE TABLE "B" FOR REBAR SIZE FOR REBAR SIZE— AND SPACING AND SPACING (L0( -,A1 f. RF..UAR IN CE -N1 FR Of CEI 1) (1.00AfE:.RI..1MRINC.1.NrLROF CI1.1.) FINISH GRADE I (1) • #4 REBAR ONTINUOUS 12" - �- - - II�I (2) - #4 REBAR_ I I =IT CONTINUOUS 1111— REVERSE _ — � DIRECTION OF "W" HOOK ON EVERY (_FOOTING WIDTH) OTHER REBAR SEETABLE"A" TA13LE "A" "H „W„ VERTICAL REINFORCEMENT LOT SIZE 17" #4 @ 48" O.C. 4' 20" EXIST. 6" 5,000 SQ. FT (0.12 ACRES) 23" 4 1 2 29" VERTICAL VERTICAL REBAR IN PLACE- INE 1S NOT DESIGNED FOR ALL CELLS TO BE GROUTED. PLACING GROUT. 100.01 3) FINAL; AFTER GROUT IS PLACE CURB DECORATIVE CAP PLACEMENT. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. WESTERN RIVERSIDE COUNTY CODE UNIFORMI 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' ---LOT DISCLAIMER: COVERAGE r MP. ---- ~ Lo Fv O:n m -__---y IMPLIED OR INFERRED GUARANTEE AGAINST P110NF, (760) 777-712:' LA QUINTA, C:AUPC E ip/9/2ULI COMMUNITY DriVELO 1 2,695 SQ. FT (53.90 1 34'-2" i i i I I NEW CONCRETE 1 30 ° SITE PLAN NOTES: DRIVEWAY Q 4" STEP I i 01 �_ 1. NEW 6 0" CMU WALL PAINTED TO MATCH ii 201-011 B.S.L. i RESIDENCE. SEE CITY OF LA QUINTA STD. DETAIL. 1 j ; 2. PROVIDE 90 DEGREE TURNED BLOCK TO ALLOW = I0 8 9 QZ I SITE DRAINAGE. o j PROPOSED RESIDENCE j I 21-0b I '3. NEW 3'-0"x6'-0" HIGH GATE. F. F. =12" ABOVE CENTER CURB I Q I 4. ENTIRE SITE TO DRAIN TO RIGHT OF WAY, WITH POOL ; � PAD=6" ABOVE CENTER OF CURB y ; ; 0 _ 1 MINIMUM 1 % SLOPE, WITHIN 5-10". 0 2% Ie.sEP.a.rEPER".I � Z 5. 4" HIGH MINIMUM SELF ILLUMINATING BUILDING I 'ADDRESS w ,1 NUMBERS. I Q ' 6. 3'x3' CONCRETE PAD FOR COMPRESSOR. 10'-0l' � I I 7. ROOF OVERHANG. B.S.L. I 1 8. WASTE LINE TO SLOPE MINIMUM 2%. CD _ —__—__ I 1 9. PROVIDE 2 -WAY CLEAN OUT. y X00.01 3 - GENERAL SITE NOTES: 4 4 PLOT PLAN 10 0 10 20 Scale 1" = 10' North • DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM THE CITY OF LA QUINTA PUBLIC WORKS DIVISION. • PER CRC R401.3, LOTS SHALL BE GRADED TO DRAIN SURFACE AWAY FROM THE FOUNDATION WALLS AND THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'-0". FOOTING OPTION "A" #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) FOOTING OP 6" OR 8" BLOCK H.. HEIGHT FROM TOP#4 HORIZONTAL AT 32" MAX. O.C. OF FOOTING i (USE TABLE "A" SEE TABLE "B" FOR REBAR SIZE FOR REBAR SIZE— AND SPACING AND SPACING (L0( -,A1 f. RF..UAR IN CE -N1 FR Of CEI 1) (1.00AfE:.RI..1MRINC.1.NrLROF CI1.1.) FINISH GRADE I (1) • #4 REBAR ONTINUOUS 12" - �- - - II�I (2) - #4 REBAR_ I I =IT CONTINUOUS 1111— REVERSE _ — � DIRECTION OF "W" HOOK ON EVERY (_FOOTING WIDTH) OTHER REBAR SEETABLE"A" I(FOOTING WIDTH) SEE TABLE "B" ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO TABLE DAYLIGHT AS SHOWN BELOW. H„ W,. RE 3' 191, #Z 0. 41 22" #4 sc�k�T �j 29" #4 BorroM F 61 34" #Z OF 51 MIN FOOTING NOTES: TA13LE "A" "H „W„ VERTICAL REINFORCEMENT 3' 17" #4 @ 48" O.C. 4' 20" #4@48110. 5' 23" #4 @ 48" O.C. 6' 29" #4 @ 24" O.C. I(FOOTING WIDTH) SEE TABLE "B" ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO TABLE DAYLIGHT AS SHOWN BELOW. H„ W,. RE 3' 191, #Z 0. 41 22" #4 sc�k�T �j 29" #4 BorroM F 61 34" #Z OF 51 MIN FOOTING NOTES: CHECK WITH THE BUILDING E 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF VERIFY IF A BUILDING PERMr MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS WHEN A PERMIT IS REQUIRED, NOT A RETAINING WALL. INSPECTIONS ARE R 2) FENCE HEIGHTS ARE REGULATED - CONSULT ZONING 1) FOOTING; EXCAVATION TREN, REGULATIONS BEFORE BEGINNING CONSTRUCTION. STEEL IN PLACE AND SUPPORTI 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE AWAY FROM THE SURROUNDIN( OBSTRUCTED. 2) REBAR/PRE-GROUT; BOND 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL VERTICAL REBAR IN PLACE- INE 1S NOT DESIGNED FOR ALL CELLS TO BE GROUTED. PLACING GROUT. 5) ALL REBAR TO BE ASTM SPEC, A615, GRADE 40 MINIMUM. 3) FINAL; AFTER GROUT IS PLACE 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. DECORATIVE CAP PLACEMENT. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. WESTERN RIVERSIDE COUNTY CODE UNIFORMI 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE r WHEN PROVIDED WITH AN ENGINEERED �'! = FREESTANDING E C�'V41 ANALYSIS. USE OF THIS STANDARD DESIGN t (eV IS AT THE USER'S RISK AND CARRIES NO 78-995 CALLI'I' IMPLIED OR INFERRED GUARANTEE AGAINST P110NF, (760) 777-712:' LA QUINTA, C:AUPC FAILURE OR DEFECTS. FAX(760)777-7011 ip/9/2ULI COMMUNITY DriVELO VICINITY MAP N.T.S. PLANT SCHEDULE Sym. Botanical/Common Name Size FOC Mariosousa willardiana / Palo Blanco 36 " Bx Dasylirion wheeleri/ desert spoon 5 gal (Streetfront-outside of screenwalls) (D.G.) (1/2 'screened') to 2" min. depth/ Color -Match Residential Cove Native stone Qnt. Remark 3 1 112" Caliper Minimum 2 DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSF) =150 COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING (PSF) =1500 WIND = 80 MPH, EXPOSURE C SEISMIC: NA= 1.3. NV=1 .6, Z=0.4, SOIL PROFILE=SD ML E�. -► (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 311 CONCRETE COVER AT FOOTINGS WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM .Q 1l • ,� FREESTANDING BLOCK WALL PHONE (760) 777-7125 78-995 CALLE TAMPICO LA UINTA CALIFORNIA 922:13 FAX (760) 777-7011 1 10/9/2014 COMMUNITY DEVELOPMEM' DEPT'. N' Gl- 2 OR 2 \�REDARch �O\� -L p, FA,,,�O��O a� s �* NO. 0019342 �* inn W � •L�/ EXPIPRES 9.30.22 farco, Inc. ARCHITECTURE -ENGINEERING - PLANNING -LANDSCAPING REZA FARROKH, A.I.A. 3727 East Pasadena Avenue Phoenix, Arizona 85018 602.738.1190 phone 602.468.1538 fax I Q Z_ O< I� J O rV p Q � Q Q Z Q ZC) Z LU 'Q L J 1-0 CD N Lo date I layout SHEET DESCRIPTION: PLOT PLAN DATE: DECEMBER 20, 2022 A I A A6 40'- 0" 23'- 6" FLOOR PLAN �- 1/411 = 1 '-01I B A6 NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. SELF-CLOSING & SELF LATVHING, TIGHT FITTING WITH GASKETS AND SWEEP, 1-3/8" THICK SOLID WOOD OR HONEYCOMB STEEL OR 20 MIN. FIRE RATED DOORS (R309.1) SHOWER AREA & TUB WALLS SHALL HAVE A FIBER CEMENT OR GLASS MAT GYPSUM BD. TO 72" ABV. DRAIN WITH SHOWERS HAVING A CERAMIC TILE OR EQUAL ENCLOSURE TO A MIN. OF 72" ABV. DRAIN. TEMPERED UNIT. RANGE COOKTOP WITH RANGE HOOD ABOVE -SEE MECHANICAL PLANS FOR DETAILS. TEMPERED GLASS SHOWER ENCLOSURE. WITH 4" SHOWER CURB NEW LAVATORY SEE PLUMBING PLANS FOR DETAILS. NEW WATER CLOSET SEE PLUMBING PLANS FOR DETAILS. NEW BASE CABINET. MIRROR. BASE CABINET WITH OVERHEAD CABINET. 22x30 ATTIC SCUTTLE. ROD & SHELF CLOSET. 5 SHELF PANTRY. 4" STEP. SLOPE GARAGE FLOOR 1/8:12 DRYWALL NOTES: - 5/8" TYPE 'X' TO BE USED AT WALLS & CEILINGS OF GARAGE, MECHANICAL RM.'S, STORAGE AREA'S. SEPARATION OF GARAGE FROM RESIDENCE SHALL BE PER TABLE R302.6. -1/2" BD. USED FOR CEILINGS SHALL BE SAG RESISTANT GYPSUM STUCCO CLG. CEILING BOARD. -TUB/SHOWER AREAS SHALL HAVE BOARD AS PER R307.2 - VARIES JAMBS, KERF JAMBS AT DOORWAYS EXTERIOR LANDING AT DOORS: -LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 1/2" LOWER THAN TOP OF THRESHOLD PER R311.3.1 OR NOT MORE THAN 7 3/4" BELOW THRESHOLD PROVIDED DOOR DOES NOT SWING OVER LANDING DUCTWORK: -DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF 26 A GAGE SHEET STEEL OR APPROVED A6 MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (302.5.2) (EI -RE BLOCKING NOTES- WALL SGHEDULS WALL TYPE SIZE NOTES 22'- 6" R-21 INSULATION CONDITIONED SP4CE 1 ' - 6" GARAGE/CONDITIONED 5' - 0" 2'- 6" 1 5'- 0" 2'- 6" EXTERIOR 2x(b STUDS GARAGE WALLS a 16" O.C. R-15 INSULATION 5060-0 3 5060-0 ---------------------------------- - -- ------------- - 3080 `'4 b O7 0 00 COVERED PATIO M o 10 CID ° 6023'-6"x6'-8" 9'-0" CLG. o N `O 1 5 - 10" 12' - 0" I 5' - 8" °° MASTER SUITE N 19'-0" 12080-SGDO C G6 0 o 0 6 I 16-11" M 0 "' 0 0 10 0 GREAT ROOM o o 22'-7"x16-2" I O 9'-0" CLG. � 1 3080 o 00-- I I - � -- -- I 1 9 O � 6 0 I 7 5 6 N - o 19' - 10" 6'- 8" 3'- 1 9'- 8" v 10 ' ch 10 C) I a CID BATH o DINING AREA 12'-6"x9'-6" 9'-0"CLG. o 0 8'-0"x 15'-4" 26so v 8'-8" CLG. I 1 o I 10 10 -- $ 7 -b" KITCHENO o o 13 -6"xl 2'- ' /W I 9'-0" CLG 1 - -0" 8'-4" 1O I 5-6" 1 6'-8" -0" 11'-6" o FRIZ o°CLOSET PD 1 1'-0" x1 1'-0" v 10 j='7 '-10"x '-4"�'9'-0"CLG. LG. -0" 9 � PANTR 5'-2"x4'-6"------ - - 6 � 1 12 10 9'-0" CLG. -- -�---- o = 13 N 6" 4' - b" �° 2' - 6" N 8 L O J CV 12 6080 -BI PASS o v iv 10 KEYDROPl0 M 10 E0 _!6"`4',_ `4' Oma' �1 5' - 2" 8'- 6" 0 o BEDROOM #2 9 I "' —11 0 O -\' 10 o `� LAUNDRY 0 o 0 N 13'-6"x10'-0" 1 1 2880 8'-0"x6'-4" "' 10 9'-0" CLG. I 9'-0" CLG. LO 10 -co -- o N C> CID '° N _ 00 I 0 � 14 15 O5 1' 04 -61' " -10" 3'-6" N 3'-1 0 O 0 2 - © 18„1 5. 6„ O 1 9_ 10 I � I ' 2 CAR GARAGE $3 0 19'-0" CLG v 0 OM 2 7 (:) 10 _ Q I o N 0 6 9 N O2680 ------ ---------------------------- 1 I LO I ----- -------OO -- LIN. N 12 6080 -BI PASS 1 1 8'- 6" 1 ' - 8" 41-4" 5' 4" I 20'- 2" I i I I O i N I I I I I I 0 I160 80 -OHI 0 BEDROOM #3 0 13'-6"x10'-0" I ---- " -------------------------------- N 9'-0" CLG. 5' 4" - 01' 19'- 2" (V (V O 5060 -XO -----0 I — `~ I 4'- 3" 6" 5'- 0" 6" 4'-3" as 6" 4-14" 1 ' - 6" 1 ' - 2' 16'- 0" 2'- 0" 14'-6" I 6'-4" 19'-2" FLOOR PLAN �- 1/411 = 1 '-01I B A6 NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. SELF-CLOSING & SELF LATVHING, TIGHT FITTING WITH GASKETS AND SWEEP, 1-3/8" THICK SOLID WOOD OR HONEYCOMB STEEL OR 20 MIN. FIRE RATED DOORS (R309.1) SHOWER AREA & TUB WALLS SHALL HAVE A FIBER CEMENT OR GLASS MAT GYPSUM BD. TO 72" ABV. DRAIN WITH SHOWERS HAVING A CERAMIC TILE OR EQUAL ENCLOSURE TO A MIN. OF 72" ABV. DRAIN. TEMPERED UNIT. RANGE COOKTOP WITH RANGE HOOD ABOVE -SEE MECHANICAL PLANS FOR DETAILS. TEMPERED GLASS SHOWER ENCLOSURE. WITH 4" SHOWER CURB NEW LAVATORY SEE PLUMBING PLANS FOR DETAILS. NEW WATER CLOSET SEE PLUMBING PLANS FOR DETAILS. NEW BASE CABINET. MIRROR. BASE CABINET WITH OVERHEAD CABINET. 22x30 ATTIC SCUTTLE. ROD & SHELF CLOSET. 5 SHELF PANTRY. 4" STEP. SLOPE GARAGE FLOOR 1/8:12 DRYWALL NOTES: - 5/8" TYPE 'X' TO BE USED AT WALLS & CEILINGS OF GARAGE, MECHANICAL RM.'S, STORAGE AREA'S. SEPARATION OF GARAGE FROM RESIDENCE SHALL BE PER TABLE R302.6. -1/2" BD. USED FOR CEILINGS SHALL BE SAG RESISTANT GYPSUM STUCCO CLG. CEILING BOARD. -TUB/SHOWER AREAS SHALL HAVE BOARD AS PER R307.2 - VARIES JAMBS, KERF JAMBS AT DOORWAYS EXTERIOR LANDING AT DOORS: -LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 1/2" LOWER THAN TOP OF THRESHOLD PER R311.3.1 OR NOT MORE THAN 7 3/4" BELOW THRESHOLD PROVIDED DOOR DOES NOT SWING OVER LANDING DUCTWORK: -DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF 26 A GAGE SHEET STEEL OR APPROVED A6 MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (302.5.2) (EI -RE BLOCKING NOTES- WALL SGHEDULS WALL TYPE SIZE NOTES EXTERIOR LUALL 2x6 STUDS R-21 INSULATION CONDITIONED SP4CE IS 16' O.C. Z W GARAGE/CONDITIONED 2x6 STUDS SPACE SEPARATION WALL a 16" O.C. R-15 INSULATION EXTERIOR 2x(b STUDS GARAGE WALLS a 16" O.C. R-15 INSULATION - FIRE BLOCKING SHALL BE PROVIDED AT 10' HORIZONTAL INTERVALS. R Itx, FA 2 Ir NO. 001-9342 9TF OF C A'I-P��\ EXPIPRES 9.30.22 farco, Inc. ARCH ITECTURE-ENGINEERI PLANNING -LANDSCAPING REZA FARROKH, A.I.A. 3727 East Pasadena Avenue Phoenix, Arizona 85018 602.738.1190 phone 602.468.1538 fax Oa O Q Q > < Q U Z Q Z Z W Q LO �O Q CN LO date layout JOB: SHEET DESCRIPTION: FLOOR PLAN DATE: DECEMBER 20, 2022 FAA - .V,6 AIL 'j � 9'-0" P L. � 0'-0.. F. F. 14'-6" T.O.P. 9'-0" PL. Ti--\ EAST ELEVATION O 14'- T.O.P. A Q E6 0'-0° F.F. _ Ba NORTH ELEVATION 8'-0" n 9'-0" 0 2 8 6-0" 2 3 4 2 e DD A7 SOUTH ELEVATION H A7 H A7 15'-9" j:::A R. WEST ELEVATION 9'-0" PL. 9'-0" PL. NOTES 1. tr=MP1=RED UNIT. 2. STUCCO OVER 2x FRAMING 616" O.C.-W/ 3/6" OSB, 3. TWO COAT, SAN -<OTE PER IGC ESR #2729/TWO LAYERS CXR,4DE "D" PAPER TYP. .4. OSB TO CONPORM TO NER 180 5. CONCRETE FL0411` TILE PER ICC ESR 02775 6. COARACME DOOR W/ OPAQUE G"ee. i. STONE 1/EENER PER ICC ESR 02836 OR EGZU,4L.. a. STUCCO TEXTURE O\/ER, I=ASCIA. 9. ADDRESS NUMBERS SHALL CONTRAST WITH BACKGROUND AND 5F_ .4'' MIN. HEIGHT w/ 1/2" STROKE. PLACED SO VISIBLE FROM STREET. FINISH SCHEDULE TAG NAME NUMBER MANUFACTURER A PURE WHITE (MAIN BUILDING COLOR) LRV 84 SHERMIN WILLIAMS B BLACK FRAME 5 STONE VENEER, EL DORADO STONE: "LONGITUDE24, FOGGY MEADOW" C CONSERVATIVE GRAY (ACCENT COLOR) LRV 63 SHERMIN WILLIAMS D FROSTED GLASS NO O MATERIAL SCHEDULE TAG MATERIAL 1 STUCCO LIGHT SAND FINISH 2 ALUMINUM FRAME WINDOW& DOOR UNIT. 3 EXTERIOR GLAZING 4 CONCRETE FLAT ROOF TILE: SLATE COLOR 5 STONE VENEER, EL DORADO STONE: "LONGITUDE24, FOGGY MEADOW" CA,gED ARC\ Ir NO. 0019342 EXPIPRES 9.30.22 farco, Inc. ARCH ITECTURE-ENGINEERI PLANNING -LANDSCAPING REZA FARROKH, A.I.A. 3727 East Pasadena Avenue Phoenix, Arizona 85018 602.738.1190 phone 602.468.1538 fax date layout JOB: SHEET DESCRIPTION: EXTERIOR BUILDING ELEVATIONS DATE: DECEMBER 20, 2022 A5 Q Q Z O 0 Q Q > QQ 7 7' -7 LL Q NO O N LO date layout JOB: SHEET DESCRIPTION: EXTERIOR BUILDING ELEVATIONS DATE: DECEMBER 20, 2022 A5