This document is a city council agenda memorandum requesting approval for a proposed new single-family home and accessory structure at 260 Retama in Alamo Heights, Texas. It provides background on the property and previous approvals. Details of the proposed new structures are given, including dimensions, materials, and compliance with lot coverage and floor area ratio requirements. The Architectural Review Board reviewed the design and unanimously recommended approval, finding it compatible with the neighborhood. City staff are requesting the city council also approve the proposed design.

1. CITY OF ALAMO HEIGHTS
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
CITY COUNCIL AGENDA MEMORANDUM
TO: Mayor and City Council Members
FROM: Lety Hernandez, Director of Community Development Services
SUBJECT: Case No. 882 F – 260 Retama
Request of Robert Benke of Greenlife Construction, applicant, representing Retama
Funding LLC, owner, for the compatibility review of the proposed design located at 260
Retama in order to construct a new single-family residence with attached accessory
structure under Demolition Review Ordinance No. 1860 (April 12, 2010).
DATE: June 27, 2022
BACKGROUND INFORMATION
The property is zoned SF-A and is located on the south side of Retama between Vanderhoeven
and New Braunfels N.
Significance review of the previous main structure was conducted by the Architectural Review
Board at its November 30, 2021. On December 13, 2021, Council approved the ARB’s
recommendation regarding the demolition. A replacement structure was not proposed at that time.

2. POLICY ANALYSIS
Lot Coverage / Floor Area Ratio Existing Proposed
Lot Area 8616.95 8616.95
Main House 1st
Floor* 1580 1890
Main House 2nd
Floor 1318
Main House – Loft
Garage/Carport – 1st
Floor* 306 553
Garage – 2nd
Floor
Front Porch* 28 85
Rear Porch* 320
Covered Patio/Deck* 340
Breezeway*
Other*
Total Square Footage 2,254 sq ft 4,166 sq ft
Lot Coverage* (max 40%) 2,254 sq ft / 26.2% 2,848 sq ft / 33.1%
FAR (max 47% with bonus) 1,886 sq ft / 21.9% 3,846 sq ft / 44.6%
Bonuses
+2 – Side or rear street/alley access
 Main Structure with Attached Garage
o Height – 31ft 5 inches
o Siding – Board and Batten and Painted Brick Accent
o Roof – Composition Shingle
 Chapter 5 – Buildings and Building Regulation, Article IX. – Demolition
Compatibility shall mean harmony with the existing neighborhood, site configurations,
development patterns, and the character of the development envelope found within the adjacent
and immediate block area, as demonstrated in the demolition review application, including roof
pitch, scale, massing, garage and driveway location and setbacks. Adjacent and immediate block
area shall include but not be limited to all properties along:
(1) The specific block where the project is proposed;
(2) The block to each side of the project's block; and
(3) The blocks directly across the street of the three (3) blocks identified above.
Block shall mean a length of street right-of-way along one (1) side of the street from one (1)
intersection to the next adjoining intersection.
The Architectural Review Board conducted the compatibility review at their regular meeting of
June 21, 2022. The board voted unanimously to recommend approval of the design as compatible.
FISCAL IMPACT
No projected fiscal impact from this project has been calculated.
ATTACHMENTS
Attachment A – Web Packet

3. ______________________
Lety Hernandez
Director
______________________
Buddy Kuhn
City Manager

4. CITY OF ALAMO HEIGHTS
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
6116 BROADWAY
SAN ANTONIO, TX 78209
210-826-0516
Architectural Review Board Meeting
June 21, 2022 – 5:30 P.M.
Take notice that a Regular Architectural Review Board meeting of the City of Alamo Heights will be held
on Tuesday, June 21, 2022 at 5:30pm in the City Council Chamber, located at 6116 Broadway St, San
Antonio, Texas, 78209, to consider and act upon any lawful subjects with may come before it. Per
Governor’s Order GQ-36, attendees are not required to wear facial covering (mask) but they are
encouraged. The City will continue to practice social distancing, and seating will be limited to
capacity limits.
INSTRUCTIONS FOR TELECONFERENCE: Members of the public may also participate via audio
by dialing 1-346-248-7799 and entering access number 868 0184 5240#. If you would like to speak on
a particular item, when the item is considered, press *9 to “raise your hand”. Citizens will have three
(3) minutes to share their comments. The meeting will be recorded.
Case No. 882 F – 260 Retama
Request of Robert Benke of Greenlife Construction, applicant, representing Retama Funding LLC, owner,
for the compatibility review of the proposed design located at 260 Retama in order to construct a new
single-family residence with attached accessory structure under Demolition Review Ordinance No. 1860
(April 12, 2010).
Chapter 5 of Code of Ordinances (Buildings and Building Regulations) requires City Council to consider the
ARB’s recommendation for all demolition/final design review applications. Please check the ARB posted
results on the City’s website after the ARB meeting to confirm any future meeting dates.
Plans are available for public viewing on the City’s website, with the exception of floor plans,
(http://www.alamoheightstx.gov/departments/planning-and-development-services/public-notices/)
and at the Community Development Services Department located at 6116 Broadway St, 2nd
floor.
You may also email Eron Spencer, Planner, at espencer@alamoheightstx.gov or Lety Hernandez,
Director, at lhernandez@alamoheightstx.gov, or call our office at (210) 826-0516 for additional
information regarding this case.
Attachment A

5. Attachment A

6. Attachment A

7. Attachment A

8. Attachment A

9. 3
5
4
D
GAS OUTLET
HOT WATER
HOSE BIBB
GENERAL
SYMBOLS
HB
-X"
DROP
FLOOR DROP
GENERAL
ANNOTAIONS
1 ROD 1 SHELF
2 RODS 1 SHELF
ABOVE FINISH FLOOR
CASED OPENING
CARPET
DOUBLE
DOUBLE HUNG
GARBAGE DISPOSAL
DIVIDED LITE
DIRECT VENT
DISH WASHER
FINISH FLOOR
FIXED GLASS
HIGH
HEADER HEIGHT
KNEE SPACE
MICROWAVE
METAL
PLYWOOD
RANGE WITH OVEN
REFER TO
SLOPED (CEILING OR FLOOR)
SHINGLE HUNG
SHEET ROCK OPENING
TONGUE AND GROOVE
TYPICAL
UNDER COUNTER
WALK IN CLOSET
HALF
CASEMENT WINDOW
AUDIO VISUAL
COLD WATER
TUB OR SHOWER HEAD
PANEL
SHELVES
COVERED
WINDOW
&
DOOR
ANNOTATIONS
AWNING
SLIDER
HORIZONTAL SLIDER WINDOW
LITE
SAFETY
TRANSOM
POCKET (DOOR)
DOOR
OVER HEAD DOOR
OPENING
DOUBLE OVEN
FLOOR
WATER HEATER
NOT TO SCALE
SEPERATION
UNLESS NOTED OTHERWISE
TO BE DETERMINED
WATER SOFTNER
VENT THROUGH ROOF
REFRIGERATOR
TRENCH DRAIN
SOLID CORE DOOR WITH
CLOSER
STEEL
1. BUILDER SHALL VERIFY: ALL LOT DIMENSIONS, EASEMENTS, BUILDING LINES, AERIAL EASEMENTS, HEIGHT RESTRICTIONS, ROOF
OVERHANG & GUTTER LIMITATIONS, FINISH FLOOR HEIGHTS (w/ RESPECT TO DRAINAGE & FLOOD PLAIN ISSUES), COVERAGE % AND ALL
DEED RESTRICTIONS PRIOR TO COMMENCING CONSTRUCTION.
2. BUILDER & ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS & NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY BEFORE
COMMENCING ADDITIONAL WORK.
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYP. BD. & FROM HABITABLE
ROOMS ABOVE GARAGE BY 5/8" TYPE X GYP. BD. AND COMPLY WITH IRC SEC. R302.
4. ESCAPE/RESCUE WINDOW FROM SLEEPING AREAS SHALL HAVE A MINIMUM OF 5.7 SQ.FT. CLEAR NET OPENING AND A MINIMUM CLEAR
OPENING HEIGHT OF 24" AND A MINIMUM CLEAR OPENING WIDTH OF 20". FINISHED SILL HEIGHT SHALL BE A MAXIMUM OF 44" ABOVE THE
FLOOR & PER IRC SEC 310.
5. CONTRACTOR IS TO PROVIDE STEEL LINTELS ABOVE ALL OPENINGS WITH MASONRY ABOVE PER IRC SEC. 703.8.
6. ONE-HOUR RATED GYPSUM BOARD SHALL BE INSTALLED UNDER STAIRS.
7. PROVIDE CROSS VENTILATION AT ENCLOSED ATTICS PER IRC R806.
8. ELECTRICAL CONTRACTOR TO LOCATE 110V OUTLET WITHIN 25'-0" OF A/C COMPRESSOR (GFI).
9. FIREPLACE CHIMNEY TO BE 2'-0" HIGHER THAN ANY STRUCTURE WITHIN 10'-0" (& 3'-0" MIN. HEIGHT AT RIDGE).
10. FACTORY BUILT FIREPLACES SHALL BE INSTALLED IN ACCORDANCE w/ IRC SECTION R1004 & SHALL BE TESTED IN ACCORDANCE w/ UL 127.
11. SMOKE ALARMS SHALL BE HARD WIRED IN SERIES WITH BATTERY BACKUP POWER AS PER IRC SEC. R314.
12. HANDRAILS SHALL BE INSTALLED ALONG ALL STEPS/STAIRS WITH 4 OR MORE RISERS AND CONFORM TO IRC SEC R311.
13. ALL HORIZONTAL GUARD RAILS WILL BE A MINIMUM OF 36" IN HEIGHT & COMPLY WITH IRC SEC R312.
14. WALLS SHALL BE BRACED IN ACCORDANCE OF IRC SEC R602.10.
15. GLAZING SHALL COMPLY WITH IRC SEC. R308.
16. ROOF OVERHANGS SHALL NOT EXTEND INTO ANY UTILITY EASEMENTS.
17. IN AREAS UNDER IRC 2006 OR LATER, PROJECTIONS LESS THAN 5' FROM PROP. LINE SHALL HAVE A 1-HOUR MIN. FIRE RESISTANCE
RATING ON THE UNDERSIDE & SHALL NOT EXTEND TO WITHIN 4' OF PROP. LINE PER R302 & TABLE 302.1.
18. ALL DETAILS SHOWN ARE GENERAL AND ILLUSTRATIVE IN NATURE. BUILDER SHALL BE RESPONSIBLE FOR OVERSEEING AND INSURING
ALL WATER-PROOFING, STRUCTURAL, AND OTHER CONSTRUCTION IS BUILT PROPERLY, PER CODES, INDUSTRY STANDARDS, AND
MANUFACTURER'S SPECIFICATIONS.
19. REFER TO ATTACHED RESIDENTIAL DETAIL SHEET(S) FOR STANDARD DETAILS & RECOMMENDATIONS FOR PORTIONS OF THE LATEST
INTERNATIONAL ENERGY CODE COUNCIL (IECC) REQUIREMENTS (REFER TO AUTHORITIES HAVING JURSIDICTION AND CURRENT ADOPTED
IECC REQUIREMENTS FOR OTHER PROJECT CLIMATE ZONES. NOTIFY ARCHITECT IMMEDIATELY IF NOT INCLUDED IN THIS SET OF
DRAWINGS.
20. ALL SITE & SURVEY INFORMATION PROVIDED BY OTHERS.
21. SITE GRADING AND DRAINAGE PLANS PROVIDED BY OTHERS.
22. ALL ENGINEERING DESIGNS INCLUDING, BUT NOT LIMITED TO, CIVIL, GEOTECHNICAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND
PLUMBING SHALL BE PROVIDED BY OTHERS.
ALL CONSTRUCTION SHALL CONFORM TO BUILDING CODES REQUIRED BY ALL AUTHORITIES HAVING
JURISDICTION OVER THE PROJECT. ALL IRC SECTIONS & TABLES REFERENCED REFER TO IRC 2018 VERSION.
GENERAL NOTES:
110V DUPLEX RECEPTACLE
110V QUADPLEX RECEPTACLE
220V RECEPTACLE
SWITCH TOP PLUG ONLY
110V DUPLEX RECEPTACLE
GROUND FAULT INTERUPT
110V DUPLEX RECEPTACLE
WATERPROOF 110V DUPLEX
RECEPTACLE
GARAGE DOOR OPENER
RECESSED FLOOR RECEPTACLE
SINGLE POLE SWITCH
THREE-WAY SWITCH
FOUR-WAY SWITCH
FIVE-WAY SWITCH
DIMMER SWITCH
T.V. / CABLE OUTLET
PHONE OUTLET
PUSH-BUTTON / COUNTERTOP
PUSH-BUTTON / DOORBELL
SMOKE DETECTOR
SMOKE & CARBON
MONOXIDE DETECTOR
DOORBELL CHIMES
CEILING MOUNTED LIGHT FIX.
RECESSED MOUNTED CAN FIX.
DIRECTIONAL RECESSED
MOUNTED CAN FIX.
HANGING FIXTURE
PENDANT FIXTURE
UNDER-CABINET STRIP GFI PLUG
UNDER-CABINET LIGHT
EXHAUST FAN
WALL MOUNTED FIXTURE
LANDSCAPE J BOX
FLOOD LIGHT
CEILING FAN WITH LIGHT
CEILING FAN
FLUSH MOUNTED
LED FIXTURE
110V DUPLEX w/ 2 OR 4 USB
CHARGING PORTS
SOFFIT SWITCH TO PLUG OUTLET
110V DUPLEX RECEPTACLE
P.B.
ETHERNET OUTLET
GFI
TV
CHIMES
P.B.
ETHERNET
220
SOFFIT
WP/GFI
# USB
PREWIRE
G.D.O.
F.P.
110V
SD
110V
SD/CMD
FLUSH MOUNTED EYE-BALL
SPOT FIX.
U.C.L.
U.C. STRIP
GFI PLUG
J-BOX
110V DUPLEX RECEPTACLE HIDDEN
LINE DENOTES UNDER COUNTER
?'x?' LED
STPO
110V SINGLE PLEX RECEPTACLE
EXH.
ELECTRICAL/LIGHTING
SYMBOLS
WALL FAN
BuildingAreaLegend
TOTAL LIVING
TOTAL UNCONDITIONED
320 SF
REARCOV'D. PATIO
1890 SF
FIRSTFLOOR
85 SF
ENTRYPORCH
553 SF
GARAGE
1318 SF
SECONDFLOOR
THIS SET OF DRAWINGS IS FOR
INTERIM REVIEW ONLY
THIS DOCUMENT IS INCOMPLETE
NOT FOR REGULATORY APPROVAL
/ PERMITTING / BIDDING OR
CONSTRUCTON
BRENT R ANDERSON
REGISTRATION NO. 17241
THIS PLAN AND THE DESIGNS CONTAINED HEREIN
ARE THE PROPERTY OF MSA OF SAN ANTONIO, INC.
AND MAY NOT BE REPRODUCED, ALL OR IN PART,
WITHOUT PRIORWRITTEN CONSENT FROM MSA OF
SANANTONIO, INC.
MSA OF SAN ANTONIO, INC. ISA PROFESSIONAL
BUILDING DESIGN FIRM IN THE STATE OF TEXAS.
WE ARE NOT ANENGINEERING FIRM, WE DO NOT
QUALIFY TO BE ONE, NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR
FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONTRACTED AND
CONSULTEDIMMEDIATELY REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS.
SHOULD AN ENGINEER'S SEAL BE PRESENTON
THESE DRAWINGS, THE "ENGINEEROF RECORD"
SHALL BEAR ALL RESPONSIBILITY FOR THE
STRUCTURE, WINDBRACING AND FOUNDATION
DESIGNS FORTHIS PROJECT. MSA OF SAN
ANTONIO, INC. IS NOT TO BE HELD RESPONSIBLE
FOR THE STRUCTURAL DESIGN IN ANY WAY
MATTER OR FORM IF ANY PROBLEMS MAY ARISE.
OF
A RESIDENCE FOR


#1
2GB-4-3208
8
COVER SHEET
260 RETAMA PLACE
LOT 10, BLK. 17
ALAMO HEIGHTS, TX
78209
RETAMA
FUNDING,
LLC.
FIRST FLOOR AREA PLAN SECOND FLOOR AREA PLAN
SQUARE FOOTAGES
FIRST FLOOR 1890SF
SECOND FLOOR 1318SF
TOTAL LIVING 3208SF
ENTRY PORCH 85 SF
GARAGE 553 SF
REAR COV'D. PATIO 320 SF
TOTAL UNCONDITIONED 958 SF
>>> TOTAL COVERED 4165SF
DRAWING INDEX
SHEET # SHEET NAME
1 COVER SHEET
2 SITE PLAN & ROOF PLAN
3 FIRST FLOOR PLAN
4 SECOND FLOOR PLAN
5 EXTERIOR ELEVATIONS
6 EXTERIOR ELEVATIONS
7 INTERIOR ELEVATIONS &
SECTION & DETAIL
8 ELECTRICAL FLOOR PLANS
DOOR SCHEDULE
<varies> <varies> x <varies> 6 <varies>
6
<varies> 2'-6" x 8'-0" 10 <varies>
DOOR SWING SINGLE 2'-8" x 8'-0" 6 B
DOOR SWING SINGLE 3'-0" x 8'-0" 1 B
- DOOR BARN 2'-6" x 8'-0" 1
- DOOR BARN 2'-8" x 8'-0" 2
- DOOR PKT DBL 2'-6" x 8'-0" 1
- DOOR OHD DOUBLE 18'-0" x 8'-0" 1
EX-B DOOR SWING SINGLE 3'-0" x 8'-0" 1 B
23
ALUM
A Storefront Door Single 2'-10" x 9'-0" 1
A Storefront Door Single 3'-6" x 9'-0" 1
2
Grand total: 31 31
WINDOW COUNT
CSMT 8
FG 24
HS 1
SH 3
TRIM WINDOW
SIMPLE
9
Windows 1 1
TOTAL COUNT: 46
FOR ILLUSTRATION ONLY NO SCALE
FRONT VIEW
EXISTING STREETSCAPE
PROPOSED STREETSCAPE
EXISTING STREETSCAPE ACROSS PROPERTY
Attachment A

10. RETAMA PLACE
S89°31'53"W 74.93'
N89°31'53"E 74.93'
S00°28'07"E
115.00'
N00°28'07"W
115.00'
26'-6"
30'-1
1/2"
22'-4"
26'-0"
40'-9
1/2"
6'-8"
8'-8"
39'-4"
30'-4"
9'-11/2"
25'-10
1/2"
30'-2
1/2"
30'-7
1/2"
28'-2"
25'-10
1/2"
9'-11/2"
6'-3"
12'-11"
8'-11"
TREE TABLE
59'-0"
62'-0"
9"
4"
3"
/
12"
6" / 12"
5"
/
12"
5"
/
12"
5"
/
12"
6" / 12" 6" / 12"
6" / 12" 6" / 12"
6" / 12"
6"
/
12"
6"
/
12"
6" / 12"
6" / 12"
6" / 12"
6"
/
12"
6"
/
12"
2"
/
12"
6" / 12"
3'-0"
5"
/
12"
2"
/
12"
THIS SET OF DRAWINGS IS FOR
INTERIM REVIEW ONLY
THIS DOCUMENT IS INCOMPLETE
NOT FOR REGULATORY APPROVAL
/ PERMITTING / BIDDING OR
CONSTRUCTON
BRENT R ANDERSON
REGISTRATION NO. 17241
THIS PLAN AND THE DESIGNS CONTAINED HEREIN
ARE THE PROPERTY OF MSA OF SAN ANTONIO, INC.
AND MAY NOT BE REPRODUCED, ALL OR IN PART,
WITHOUT PRIORWRITTEN CONSENT FROM MSA OF
SANANTONIO, INC.
MSA OF SAN ANTONIO, INC. ISA PROFESSIONAL
BUILDING DESIGN FIRM IN THE STATE OF TEXAS.
WE ARE NOT ANENGINEERING FIRM, WE DO NOT
QUALIFY TO BE ONE, NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR
FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONTRACTED AND
CONSULTEDIMMEDIATELY REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS.
SHOULD AN ENGINEER'S SEAL BE PRESENTON
THESE DRAWINGS, THE "ENGINEEROF RECORD"
SHALL BEAR ALL RESPONSIBILITY FOR THE
STRUCTURE, WINDBRACING AND FOUNDATION
DESIGNS FORTHIS PROJECT. MSA OF SAN
ANTONIO, INC. IS NOT TO BE HELD RESPONSIBLE
FOR THE STRUCTURAL DESIGN IN ANY WAY
MATTER OR FORM IF ANY PROBLEMS MAY ARISE.
OF
A RESIDENCE FOR


#2
2GB-4-3208
8
SITE PLAN &
ROOF PLAN
260 RETAMA PLACE
LOT 10, BLK. 17
ALAMO HEIGHTS, TX
78209
RETAMA
FUNDING,
LLC.
1/8" = 1'-0"
1
SITE PLAN
NOTE: ALL SITE & SURVEY INFORMATION
PROVIDED BY OTHERS
1/8" = 1'-0"
2
ROOF PLAN
Attachment A

11. PAINTEDBRICK
16"OCBOARD&BATTEN
PAINTEDBRICK
PAINTEDBRICK
16"OCBOARD&BATTEN
16"OCBOARD&BATTEN
16"OCBOARD&BATTEN
COMP. SHING.
COMP. SHING.
NOTE:
CHIMNEY SHALL BE 2'-0" HIGHER THAN
NEAREST STRUCTURE WITHIN 10'-0"
(FOR
CONST.)
10'-0"
PL.
HT.
(FOR
CONST.)
20'-4"
PL.
HT.
(FOR
CONST.)
RAKE
UP
TO11'-0"
PL.
HT.
(FOR
CONST.)
10'-0"
PL.
HT.
(FOR
CONST.)
10'-0"
PL.
HT.
COMP. SHING.
6"
12"
6"
12"
6"
12"
6"
12"
6"
12"
6"
12"
COMP. SHING.
16"OCBOARD&BATTEN
PAINTEDBRICK
16"OCBOARD&BATTEN
METAL ROOF
10'-0"
FROM
AVG.
GRADE
31'-5"
TO
TOP
OF
RIDGE
6"
1'-0
1/2"
1'-81/2"
2'-9"
4'-7
1/2"
3'-01/2"
12'-5
1/2"
TO
AVG.
GRADE
14'-9"
13'-5
1/2"
TO
AVG.
GRADE
22'-9
1/2"
TO
AVG.
GRADE
7'-8"
12'-5
1/2"
TO
AVG.
GRADE
2'-0"
16"OCBOARD&BATTEN
16"OCBOARD&BATTEN PAINTEDBRICK
16"OCBOARD&BATTEN
16"OCBOARD &BATTEN
16"OCBOARD&BATTEN
16"OCBOARD &BATTEN
COMP. SHING.
COMP. SHING.
16"OCBOARD &BATTEN
COMP. SHING.
?
COMP. SHING.
(FOR
CONST.)
10'-0"
PL.
HT.
1'-4"
(FOR
CONST.)
9'-0"
PL.
HT.
(FOR
CONST.)
10'-0"
PL.
HT.
(FOR
CONST.)
16'-0"
PL.
HT.
5"
12"
2"
12"
6"
12"
6"
12"
16"OCBOARD&BATTEN
5"
12"
5"
12"
16"OCBOARD&BATTEN
2"
12"
(FOR
CONST.)
10'-0"
PL.
HT.
(FROM
AVG.
GRADE)
31'-5"
TO
TOP
OF
RIDGE
12'-5
1/2"
TO
AVG.
GRADE
18'-5
1/2"
TO
AVG.
GRADE
12'-5
1/2"
TO
AVG.
GRADE
2'-0"
THIS SET OF DRAWINGS IS FOR
INTERIM REVIEW ONLY
THIS DOCUMENT IS INCOMPLETE
NOT FOR REGULATORY APPROVAL
/ PERMITTING / BIDDING OR
CONSTRUCTON
BRENT R ANDERSON
REGISTRATION NO. 17241
THIS PLAN AND THE DESIGNS CONTAINED HEREIN
ARE THE PROPERTY OF MSA OF SAN ANTONIO, INC.
AND MAY NOT BE REPRODUCED, ALL OR IN PART,
WITHOUT PRIORWRITTEN CONSENT FROM MSA OF
SANANTONIO, INC.
MSA OF SAN ANTONIO, INC. ISA PROFESSIONAL
BUILDING DESIGN FIRM IN THE STATE OF TEXAS.
WE ARE NOT ANENGINEERING FIRM, WE DO NOT
QUALIFY TO BE ONE, NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR
FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONTRACTED AND
CONSULTEDIMMEDIATELY REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS.
SHOULD AN ENGINEER'S SEAL BE PRESENTON
THESE DRAWINGS, THE "ENGINEEROF RECORD"
SHALL BEAR ALL RESPONSIBILITY FOR THE
STRUCTURE, WINDBRACING AND FOUNDATION
DESIGNS FORTHIS PROJECT. MSA OF SAN
ANTONIO, INC. IS NOT TO BE HELD RESPONSIBLE
FOR THE STRUCTURAL DESIGN IN ANY WAY
MATTER OR FORM IF ANY PROBLEMS MAY ARISE.
OF
A RESIDENCE FOR


#5
2GB-4-3208
8
EXTERIOR
ELEVATIONS
260 RETAMA PLACE
LOT 10, BLK. 17
ALAMO HEIGHTS, TX
78209
RETAMA
FUNDING,
LLC.
1/4" = 1'-0"
1
FRONT ELEVATION
1/4" = 1'-0"
2
LEFT ELEVATION
FOR ILLUSTRATION ONLY NO SCALE
FRONT SIDE PERSPECTIVES
Attachment A

12. NOTE:
CHIMNEY SHALL BE 2'-0" HIGHER THAN
NEAREST STRUCTURE WITHIN 10'-0"
16"OCBOARD &BATTEN
16"OCBOARD&BATTEN
16"OCBOARD &BATTEN
COMP. SHING.
COMP. SHING.
16"OCBOARD&BATTEN
COMP. SHING.
16"OCBOARD&BATTEN
6"
12"
6"
12"
6"
12"
6"
12"
6"
12"
COMP. SHING.
COMP. SHING.
(FOR
CONST.)
10'-0"
PL.
HT.
1'-4"
PL.
HT.
(FOR
CONST.)
9'-0"
PL.
HT.
(FOR
CONST.)
10'-0"
PL.
HT.
16"OCBOARD&BATTEN
RAKE
UP
TO10'-1
1/2"
COMP. SHING.
FROM
AVG.
GRADE
31'-5"
TO
TOP
OF
RIGE
12'-5
1/2"
TO
AVG.
GRADE
12'-5
1/2"
TO
AVG.
GRADE
3'-1"
4'-7
1/2"
61/2"
1'-0
1/2"
1'-81/2"
2'-9"
2'-0"
PAINTEDBRICK
16"OCBOARD&BATTEN
16"OCBOARD&BATTEN
COMP. SHING.
16"OCBOARD&BATTEN
16"OCBOARD &BATTEN
16"OCBOARD&BATTEN
COMP. SHING.
16"OCBOARD&BATTEN
COMP. SHING.
COMP. SHING.
?
(FOR
CONST.)
10'-0"
PL.
HT.
(FOR
CONST.)
10'-0"
PL.
HT.
1'-4"
(FOR
CONST.)
9'-0"
PL.
HT.
16"OCBOARD&BATTEN
5"
12"
5"
12"
5"
12"
6"
12"
6"
12"
(FOR
CONST.)
16'-0"
PL.
HT.
(FOR
CONST.)
20'-4"
PL.
HT.
(FROM
AVG.
GRADE)
31'-5"
TO
TOP
OF
RIDGE
12'-5
1/2"
TO
AVG.
GRADE
18'-5
1/2"
TO
AVG.
GRADE
22'-9
1/2"
TO
AVG.
GRADE
12'-5
1/2"
TO
AVG.
GRADE
2'-0"
THIS SET OF DRAWINGS IS FOR
INTERIM REVIEW ONLY
THIS DOCUMENT IS INCOMPLETE
NOT FOR REGULATORY APPROVAL
/ PERMITTING / BIDDING OR
CONSTRUCTON
BRENT R ANDERSON
REGISTRATION NO. 17241
THIS PLAN AND THE DESIGNS CONTAINED HEREIN
ARE THE PROPERTY OF MSA OF SAN ANTONIO, INC.
AND MAY NOT BE REPRODUCED, ALL OR IN PART,
WITHOUT PRIORWRITTEN CONSENT FROM MSA OF
SANANTONIO, INC.
MSA OF SAN ANTONIO, INC. ISA PROFESSIONAL
BUILDING DESIGN FIRM IN THE STATE OF TEXAS.
WE ARE NOT ANENGINEERING FIRM, WE DO NOT
QUALIFY TO BE ONE, NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR
FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONTRACTED AND
CONSULTEDIMMEDIATELY REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS.
SHOULD AN ENGINEER'S SEAL BE PRESENTON
THESE DRAWINGS, THE "ENGINEEROF RECORD"
SHALL BEAR ALL RESPONSIBILITY FOR THE
STRUCTURE, WINDBRACING AND FOUNDATION
DESIGNS FORTHIS PROJECT. MSA OF SAN
ANTONIO, INC. IS NOT TO BE HELD RESPONSIBLE
FOR THE STRUCTURAL DESIGN IN ANY WAY
MATTER OR FORM IF ANY PROBLEMS MAY ARISE.
OF
A RESIDENCE FOR


#6
2GB-4-3208
8
EXTERIOR
ELEVATIONS
260 RETAMA PLACE
LOT 10, BLK. 17
ALAMO HEIGHTS, TX
78209
RETAMA
FUNDING,
LLC.
1/4" = 1'-0"
1
REAR ELEVATION
1/4" = 1'-0"
2
RIGHT ELEVATION
Attachment A