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Accessible Des�gn Standards:
<br />BUILDING AND FAClUlIES SHALL, BE DESIGNED AND CONSIKiCTED IN ACCORDANCE wilk
<br />AN51 A 117.1 AND A.D.A. PUDILIC LAW 10156 HIGHLICHTEO AS FOULOWEO.
<br />302 Floor or Ground Surfoces
<br />302.1 General Floor and ground surfacus shall be stable, firm, and sfip resistant and shall cornrify With 3 0 2.
<br />302.2 Carpet N/A
<br />303 Changes in Level
<br />303 1 General WWe chnngus in level are perinAtod in floor or ground surfaces, Llicy sholl caniply voith 303
<br />3012 Verrtic-
<br />.0l ChorIcIeS in leVol ol 1/4 jach (6,4 riial) high rna�arnurn shall [)a peraiRked to fir- vortical.
<br />30313 Beveled Changes in level between 1/4 inch (6.4 ninn) high inininivin and 1/2 inch (13 rnra) high
<br />maximum shelf be bevolud virth a alope not steeper than 1:2.
<br />303.4 Ramps — Chong" tri level greater than 112 Inch (13 rnrn) high sboll be romped, and shelf comply wRh 405
<br />or 406.
<br />9 � —b I e - Rf gif-tf in,
<br />403 Walldrig Surfaces.
<br />403.1 Goneral -- Woking surfaces (licit are a part of an accessible ranks shall comply vifth 403.
<br />403.2 Floor or Ground Surfaces Floor" or ground surfaces shall comply with 302-
<br />403,3 Slope — The cress slope of walking gurfores shall not be steeper then 1:48.
<br />403.4 Changes in Level — Chonge!5 In level shcAl comply with 303.
<br />403.5 Clearances Walking surfaces shall prov'Wo clearances coynply'rig v)Rh 403.5.
<br />403 " !� i Dear 'Width — Exrept as provided in 403.5,2 and 403.5.3, she clear wicith of wof1drig surfaces shall be 343
<br />inches (915 riinn) rriinimurn,
<br />404 Dears, Doorways, and Cates.
<br />404.2.5 Thresholds Throshok1s, it provIciml at doorways, shall be 1/2 inch (125 rnrn) high maximum. Raised
<br />thresholds und changes in [eye$ at doorways shall comply with 307 and 303.
<br />216.4.1 Exit Doors — Doors at exit passageways, exit discharge, and exit stolrwoyr shelf be identified by tockite
<br />scgri5 complying ivith 7031, 703.2, and 703.5.
<br />703 Signs,
<br />703.2.. Raised Choracters -- Raised characters shoil romply with 703.2 and shaP be duplicated 41 braille complying
<br />with 703.3. Raised characters shoil be installed in accordance., with 703.4
<br />703,2A Depth Raised characters shciff be 1/32 inch (0.8 min) rninirinuar above their back ground.
<br />703,2.2 Gui(3 Qiarocters ohall be appe a
<br />,ro So.
<br />70,523 Style Chorarters shall be saris serif, Oiaracters shrill not be italic, oblique, script, highly decorative, or of
<br />Brother' unusual formes.
<br />705.4 installaUcin Height and Location. Height Above Finish Floor Or GrOUnd Tactile characters on signs shall
<br />be located 48 inche5 (1220 nim) mirIirnurri above the finish floor or ground .9curfoce, measured 1'rorn the barretine of
<br />th e lowest tactile characbw and 60 Inches (1525 mrn) rinoxin1lini above tho finish floor or ground surface, measured
<br />floal the hosphrre of the highest tar character. Miere o tear sign is provided of a dear, the sign shall be
<br />10 c 11 ted olongside the door at the latch side. Srqrm containing tocUle chorcictws shall be located so that a clear
<br />nl)or� spare of 18 lunches (455 nini) ralninnurn by 18 inches (455 name)mininnurn, centered on the, tactile characters, is
<br />provided beyond the arc; of any door -
<br />"eWinq between the closed position and 45 degree q3en position.
<br />AREA OF.. _47
<br />REFUGE
<br />1-1-1 . ... . ... . ........ .
<br />5ZwA
<br />REFUGE Y
<br />'a
<br />-- - - - - - - --
<br />0
<br />ON
<br />(Y CHARACTERS
<br />0
<br />h-
<br />............... .. . .
<br />SIDE VFEW VLAN VIEW
<br />703.5 Visual Char"ters Visoul characters shall comply pith 703.5. EXCEPNON: More visual characters comply
<br />with 703.2 and are
<br />accornparried by braille complying with 703.3, they shoill not be requIred to comply with 70,3.5.2
<br />through 703,5.9. Finish and Contrast Chcrirricturs and their background shall have a non s,
<br />_qlayr(j fial.F. Characters
<br />C S
<br />,boll contrirt with their background with e�Uier fight characters on a dark bpakqrroaja QV. (fork Cliarock,' ocr a light
<br />backgrountt.
<br />Legal Descri ptipn
<br />LOTS 18, 19
<br />20, 21', & S 14
<br />FT OF t-ar 22,
<br />BLOCK 60, LA
<br />PORTE (FICAD:
<br />023193000004-2)
<br />Overall & Life.._Saftey Plan:
<br />(Max,) Exit Distuncke
<br />STAIR 1
<br />DOWN y.
<br />Apartment-2 r.
<br />RIME Group R.
<br />(1,575 SR)
<br />STA g R — 2
<br />DOWN
<br />R 00f of 18 1, f"I 001.
<br />2__\.MLq2 qLL.l
<br />G -oup R
<br />------- . . . ... ............ . . (, 1575 SF)
<br />2nd Floor
<br />SHADE AREA
<br />INDICATES
<br />2ND FLR.
<br />ABOVE r
<br />r
<br />01
<br />IR up 4EM
<br />TO API.-1 & 2 q,
<br />B Ij S ness
<br />MT
<br />---h Dom Gfro u P B
<br />L
<br />8,
<br />(3,623 SF.)
<br />C 'roup.A-2
<br />6) (1 528 SF�)
<br />Ep, 1
<br />4' EXR a
<br />II
<br />L . . . . . . .
<br />. . . . . . . . . .
<br />SOUTH 121.00' 1
<br />L —
<br />Ground 1,evel bir Dom
<br />Drawiffi luidex:
<br />DESIGN 13Y-
<br />AO
<br />COVER SHEET & NOTES
<br />AO. I
<br />A0,2
<br />CONSTRUCTION NOTE ,5 & STANDARDS
<br />KC, SFAIR/GUARDRAIL DETAILS
<br />j
<br />AO.3
<br />I -LC, ACCESSIBLE STAIR NOTES & DETAILS
<br />Al
<br />SIT[ PLAN PROJECT INFORMATION
<br />11TALTON
<br />A2
<br />. ........
<br />1ST H.R. CONSTRUCTION PLAN
<br />'1906 DQ Bcfrry
<br />A2.1
<br />2ND FILR. CONSTRUCTION PLAN
<br />. . .. . . ........
<br />HOLIston, TX 77018
<br />A3
<br />DOOR & WINDOW SCLIEDULES,
<br />713.3209780
<br />FINISH SCHEDULE, MATERIAL SPIECIFICATIONS
<br />hi111t1acktalton0hotmad,com
<br />Al 1
<br />WALL PARTITIONS, SEC-11ON/IDETAILS
<br />ENGINEEEIRIM
<br />AT
<br />EXTERIOR ELFVATIONS
<br />TA INITY BAY
<br />ENGINEERING
<br />—11l_--- §7_8 F2_E EF
<br />LA PORTE, TEMS 77571
<br />281.515.1065/261.827.392H9 call
<br />TWE # 18351
<br />OWNEFZ�
<br />.
<br />.....
<br />'MAR'IY'
<br />1902 Roscoe
<br />Lu Porte, rX 77571
<br />71 ,28 3.4013
<br />CONSTRIJC-1-10N MANAGER:
<br />ASP gym; NDORA
<br />CONTRACT0111,S)
<br />Man Ifloure
<br />pqj(� Iptorinatiorl
<br />_qt
<br />511 South Utah St.
<br />Lo TX 7'7571
<br />1> ROOF. LIVE ADS:
<br />-Porte,
<br />281-932,3128
<br />UNIFOR _OAD = 20 PSF,
<br />CONCEN r TRUED LOAD = 300 PSF.
<br />brywiftspendoro,corn
<br />2. FL.00R IJVE LOADS
<br />COMMERCIAL REMODEL:
<br />EXTERIOR DECKS, FIRE ESCAPE.S,
<br />The
<br />ROOMS (NOT SLEEPING) = 4-0 PSF,
<br />Cli amb e rs
<br />GUARDRAILS &, HANDRAILS = 200 PSF.
<br />SLEEPING ROOMS 30 PSF,
<br />Building
<br />ATTKr; W/STORAGF- 20 PST,
<br />ATTIC W/O STORAGE = 10 PSF.
<br />100 W Main Street
<br />STAIRS & RAMPS = CIO PSF, (INDIV0(,JAL
<br />Lo PorteTX 77571
<br />,
<br />SThR TREADS SFIALL BE DESIGNED FOR THE
<br />5
<br />LOTS l8 19, 20 & 21 & 5
<br />14 FT OF LOT 22 OL,OCK
<br />UNIFORMLY DISTRIBUTED UVE LOAD OR A 300
<br />GO LA PORTS, FICAD�
<br />POUND CONCENTRATED LOAD ACTING OVER AN
<br />0231930000042
<br />AREA OF 4 SQUARE INCHES, WI-IlCLIEVER IS
<br />GREAT ER).
<br />l55UEO:
<br />PAK MEETING REVIEW: 0211,20
<br />E.O. MEETING REVICW; 022420
<br />ROOF, DE. & ECKS, FLOORS 10 PST-,
<br />EM
<br />FNIIANCENT GRANT
<br />WALLS = 11 PSF.
<br />PIRKRAK 07,15.20
<br />4. CONsTROCTION MATERIALS:
<br />DRAWN BY: BJ.TjR.1S...
<br /> FLOOR: CONCRETE SLAB/WOOD FRAMING
<br />CHECKED BY! M,CjB,M,
<br /> EXTERIOR WALLS: MASONRY/PLASTER
<br />SCAT IE1:30 (Site Plan)
<br /> ROOF: WOOD TRUSS W/FLAT MEMBRANE
<br />SHLU NO.:
<br />INS UI L Aq:
<br />ROOF (R-30), WALLS (R 19), FLOOR
<br />(R— 13)
<br />LAO
<br />
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