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HomeMy WebLinkAbout41 Development Permit 335 Desert Hills Classroom Addn Formerly Sandstone Psych~ WACE Walton & Associates Consulting Engineers, Inc. 1722 Broodmoor. Su ite l 06 Mr. Robert L. Payne, Jr ., AIA Holster & Associates 7607 EastMark, Suite 200 College Station, Tx 77840 Bryon . Texas 77802 Phone 409-776-1000 Fox 409 -776-l 004 February 16 , 1996 Re: Revisions to the Drainage Study for Sandstone Psychiatric Center (Now Desert Hills Medical Center) Dear Mr. Payne, As per your request I have reviewed the drainage report and drainage plan issued in April 1987 for the Sandstone Psychiatric Center in College Station, which was done by Walton & Associates and bears my engineering seal and signature. You requested that I provide this letter supplement to that report to consider the effects on the drainage system from adding 2700 square feet of roof area, in the form of a portable type building, to the site . The proposed construction would change 2700 square feet of what was previously considered landscaped area, having a runoff coefficient of .35 , to hard surface, having a runoff coefficient of . 90. These changes would be made in what was analyzed as drainage area 11 in the report . The attached "Revised Drainage Calculations" indicate that this change would result in an increase in runoff for the 5 , 25 , and 100 year return interval storms of .22 CFS , .10 CFS , and .36 CFS respectively for the addition you propose. Tables 6 and 7 from the original report would indicate that the increases calculated would cause no problem for the detention basin, as far as requiring additional storage volume . The additional runoff was not routed through the outlet control structure, however, no problems w ould be expected from the minimal additional flows for that analysis point . It must be noted however, that the original routing for the 5 year storm indicated a slight increase ( 1. 7 CFS) over the pre-development condition. Now, as then, this represents only a slight increase and would not cause problems downstream, in all engineering probability . The 25 year and 100 year return intervals show routed peaks below the pre-development condition. It in unknown whether or not water depth at Junction Box 2 has been objectionable for the people using the parking and driveway areas, based on an analysis that shows 6" water depths. These depths can be expected to increase slightly due to the proposed construction, however, the changes should not be significant, and may not be noticeable . Supplemental Drainage Report Sandstone/Desert Hills February 16 , 1996 Page2 In general changes such as the one proposed do not affect the outfalls of tracts of this size, but can affect localized drainage patterns. Care must be taken when grading the site around the proposed construction to provide adequate site specific drainage needs . If you need additional information on this matter please let me know. Jeffrey T . Milburn, P .E . •' SANDSTONE I DESERT. HILLS REVISED DRAINAGE CALCULATIONS (2-16-96) AREAS CONTRIBUTING TO ANALYSIS POINT 2 (JUNCTION BOX 2) AREA AREA PRE DEV NET PRE POST DEV NET POST DESCRIPTION NAME ACRES COE FF ACRES COE FF ACRES A7 0.385 0.30 0.116 0.85 0.327 PVMT W/ISLANDS A8 1.000 0.30 0.300 0.35 0 .350 LANDSCAPE A11 0.497 0.30 0.149 0.35 0.174 LANDSCAPE A12 0.463 0.30 0.139 0.85 0.394 PVMT W/ISLANDS A14 0.095 0.30 0.029 0.90 0.086 PAVEMENT A16 0.468 0.30 0.140 0.35 0.164 LANDSCAPE A17 0.332 0 .30 0.100 0.85 0.282 PVMT W/ISLANDS SUBTOTAL2 3.241 0.30 0.972 0.55 1.776 AREA AREA PRE DEV NET PRE POST DEV NET POST DESCRIPTION NAME ACRES COE FF ACRES COE FF ACRES A7 0.385 0.30 0.116 0.85 0.327 PVMT W/ISLANDS AB 1.000 0.30 0.300 0.35 0.350 LANDSCAPE A11 (MOD) 0.435 0.30 0.131 0.35 0.152 LANDSCAPE A11A 0 .063 0.30 0.019 0.90 0.057 BUILDING A12 0.463 0.30 0.139 0 .85 0.394 PVMT W/ISLANDS A14 0.095 0 .30 0.029 0.90 0.086 PAVEMENT A16 0.468 0 .30 0 .140 0.35 0.164 LANDSCAPE A17 0.332 0.30 0.100 0.85 0.282 PVMT W/ISLANDS SUBTOTAL2 3.241 0.34 0.972 0.559 1.811 PEAK FLOWRA TES AT THE ANALYSIS POINT (IN CFS) ANALYSIS POINT 2 (JUNCTION BOX 2) REVISED ORIGINAL DIFFERENCE Q( 5YR) = 0.559 x 7.69 IN/HR X 3.241 AC= 13.93 13.71 0.22 Q ( 25 YR)= 0.559 x 9.86 IN/HR X 3.241 AC= 17.86 17.76 0 .10 Q ( 100 YR)= 0.559 x 12 .5 IN/HR X 3.241 AC= 22.64 22.28 0.36 --------···· ··---·-· -··-----···-- • • • . ~ ' 02~16-1996 09:s2AM " • • • 0 " < ~ P.02 --. -. ' TABLE 6 SUMMARY OF RESULTS RETURN PRE DEV POST DEV ROUTED Q PEAK MAX WS FREQUENCY PEAK Q PEAK Q IN PEAK OUT STORAGE ELEVATION (CFS) (CFS) (CFS) (CF) 5 YE.AR 20.97 39.87 22.7 14077 285.4 25 . YEAR 26.89 51.09 25.2 20348 285.8 100 YEAR 34.09 64.82 28.5 28997 286.3 TABLE 7 CAPACITY AND FLOWRATE SUMMARY 5 YEAR 25 YEAR 100 YEAR ANALYSIS CAPACITY FLOWRATE FLOWRATE FLOWRATE POINT (CFS) (CFS) (CFS) (CFS) 1 37.78 21.25 27.16 34.44 2 17.59 13.71 17.76 22.28 e · -· \ ~ WACE Walton & Associates Consulting Engineers, Inc. 1722 Sroodmoor, Su ite 1 06 Mr. Robert L. Payne, Jr., AIA Holster & Associates 7607 EastMark, Suite 200 College Station, Tx 77840 Bryon. Texas 77802 Phone 409-776-1 ODO Fox 409-776-1004 February 16 , 1996 Re : Revisions to the Drainage Study for Sandstone Psychiatric Center (Now Desert Hills Medical Center) Dear Mr. Payne, As per your request I have reviewed the drainage report and drainage plan issued in April 1987 for the Sandstone Psychiatric Center in College Station, which was done by Walton & Associates and bears my engineering seal and signature. You request ed that I provide this letter supplement to that report to consider the effects on the drainage system from adding 2700 square feet of roof area, in the form of a portable type building, to the site . The proposed construction would change 2700 square feet of what was previously considered landscaped area, having a runoff coefficient of .35 , to hard surface, having a runoff coefficient of .90 . These changes would be made in what was analyzed as drainage area 11 in the report . The attached "Revised Drainage Calculations" indicate that this change would result in an increase in runoff for the 5, 25 , and 100 year return interval storms of .22 CFS , .10 CFS , and .36 CFS respectively for the addition you propose. Tables 6 and 7 from the original report would indicate that the increases calculated would cause no problem for the detention basin, as far as requiring additional storage volume . The additional runoff was not routed through the outlet control structure, however, no problems would be expected from the minimal additional flows for that analysis point. It must be noted however, that the original routing for the 5 year storm indicated a slight increase (1. 7 CFS) over the pre-development condition. Now, as then, this represents only a slight increase and would not cause problems downstream, in all engineering probability. The 25 year and 100 year return intervals show routed peaks below the pre-development condition . It in unknown whether or not water depth at Junction Box 2 has been objectionable for the people using the parking and driveway areas, based on an analysis that shows 6 11 water depths. These depths can be expected to increase slightly due to the proposed construction, however, the changes should not be significant, and may not be noticeable. Supplemental Drainage Report Sandstone/Desert Hills February 16 , 1996 Page 2 In general changes such as the one proposed do not affect the outfalls of tracts of this size, but can affect localized drainage patterns. Care must be taken when grading the site around the proposed construction to provide adequate site specific drainage needs. If you need additional information on this matter please let me know. Jeffrey T . Milburn , P .E . .. SANDSTONE I DESERT HILLS REVISED DRAINAGE CALCULATIONS (2-16-96) AREAS CONTRIBUTING TO ANALYSIS POINT 2 (JUNCTION BOX 2) AREA AREA PRE DEV NET PRE POST DEV NET POST DESCRIPTION NAME ACRES COEFF ACRES COEFF ACRES A7 0.3S5 0 .30 0.116 O.S5 0.327 PVMT W/ISLANDS AS 1.000 0.30 0.300 0.35 0.350 LANDSCAPE A11 0.497 0.30 0 .1 49 0.35 0.174 LANDSCAPE A12 0.463 0 .30 0.139 O.S5 0 .394 PVMT W/ISLANDS A14 0.095 0.30 0.029 0.90 0.086 PAVEMENT A16 0.46S 0 .30 0.140 0.35 0.164 LANDSCAPE A17 0.332 0 .30 0.100 O.S5 0 .2S2 PVMT W/ISLANDS SUBTOTAL 2 3.241 0 .30 0.972 0.55 1.776 AREA AREA PRE DEV NET PRE POST DEV NET POST DESCRIPTION NAME ACRES COEFF ACRES COE FF ACRES A7 0.3S5 0 .30 0.116 0.85 0.327 PVMT W/ISLANDS AS 1.000 0 .30 0.300 0.35 0.350 LANDSCAPE A11 (MOD) 0.435 0 .30 0 .131 0.35 0.152 LANDSCAPE A11A 0 .063 0 .30 0 .019 0.90 0 .057 BUILDING A12 0.463 0.30 0.139 0 .85 0.394 PVMT W/ISLANDS A14 0.095 0.30 0.029 0.90 0.086 PAVEMENT A16 0.46S 0.30 0 .140 0.35 0.164 LANDSCAPE A17 0.332 0.30 0.100 O.S5 0.282 PVMT W/ISLANDS SUBTOTAL 2 3.241 0.34 0.972 0.559 1.811 PEAK FLOWRA TES AT THE ANALYSIS POINT (IN CFS) ANALYSIS POINT 2 (JUNCTION BOX 2) REVISED ORIGINAL DIFFERENCE Q( 5YR) = 0.559 x 7.69 IN/HR X 3 .241 AC= 13.93 13.71 0.22 Q ( 25 YR)= 0.559 x 9.86 IN/HR X 3 .241 AC= 17 .86 17.76 0.10 Q ( 100 YR)= 0.559 x 12.5 IN/HR X 3.241 AC= 22 .64 22.28 0.36 I • '- II • • • • • 0 ' 02-16-1996 09:s2AM ~ P.02 ...... TABLE 6 SUMMARY OF RESULTS RETURN PRE DEV POST DEV ROUTED Q PEAK MAX WS FREQUENCY PEAK Q PEAK Q IN PEAK OUT STORAGE ELEVATION {CFS) {CFS) (CFS) (CF) 5 YEAR 20.97 39.87 22.7 14077 285.4 25 YEAR 26.89 51.09 25.2 20348 285.8 100 YEAR 34.09 64.82 28.5 28997 286.3 TABLE 7 CAPACITY AND FLOWRATE SUMMARY 5 YEAR 25 YEAR 100 YEAR ANALYSIS CAPACITY FLOWRATE FLOWRATE FLOWRATE POINT (CFS) (CFS) (CFS) (CFS) 1 37.78 21.25 27.16 34.44 2 17.59 13.71 17.76 22.28 DESIGN CRITERIA: EXTERIOR WALLS: WINDOWS: I DRAWING INDEX: SHEET Sl[)EWALL HEIGHT: 96 518 VAULT[[) 111121 WINDOW M TL.: BRONZE FINISH ALUMINUM FRAME CODES: 1991 UBC INSULAllON: R-11 KRArT WIN DOW TYPE: 36 x 48 VERTICAL SLIDER 1991 UMC SOLE PLATE: 2"x4" NJ SPF AND BEnER COVER SHEET I SPEC IFICATIONS 1 1991 UPC TOP PLATES : 2 x4 I 3 SPF AND BETTER GLAZING: CLEAR I SINGLE FLOOR PLAN 2 1990 NEC STUDS: 2 x4 STUD GRADE SPF AT 16 o.c. EXTERIOR ELEVATIONS 3 2"x4 No. 2 SPF AT 16 o.c. IF OVER 8'-0 CROSS-SECTION 4 INTERI OR FINISH : VINYL CLAD 518 TYPE 'X' GYPSUM ELECTRICAL: BLOCKING & TIED OWN LAYOUT 5 OCCUPANCY CLASSIFICATION: E -DIV . 1 RESTROOM FINISH: FIBERGLASS REINFORCED PANEL CHASSIS LAYOUTS 6 CO NSTRUCTION TYPE: V -N OVER 5Z8' TYPE 'X' GYPSUM MAlf::LRAllr:ili.;_2_!::_E LOAD C.~\;S W Ll!JCIRl{;_AL_j)RAWl.ti\L .f.hQPB .. ffiA~JtJQ__l./IYOl,IT 7 APPLIANq F U ~L TYi'~: NONE EXIElllOll SllEAl l llNG: VINYL GYPSUMINsfiii:Llifril_l _ J;_q ;<;,llllCAL RAllNGS: 1-PllASE, 3-WIRE, 120il:1Q'L~ [)WV AN [) sur'PLY SYSIEMS 8 ---DESiGNMANUALSRTs:orrITTJlo:nm -o?.10T004 Wll<ING: ELECIRICAL NON-METALLIC TUBING USING MIN. ELECTHICAL SCHEMATIC q I 1 2 THHN COPPER WITH GROUND ROOF FRAMING LAYOUT 10 DES IGN LOAD S: RArTER DETAILS 10A NOIE: GROUNDING ON -SITE TO BE IN ACCOR[)ANCE CEILING GRID AND DUCT LAYOUT l nR INTERIOR WALLS: WITH NEC ARTICLE 250-9 4 RiflGE BfAM CONSTRUCTION 11 ROOF LIVE I OAD 20 PSF ... 11~~Ull.IGlll: l ~I L (M!!':Ll .. ~fill_b_!L[) W6_l_Jd_ __ , NOI E: llfLl,1.f.IAL SIOING___~Ufl~IJE FLOOll LIVE LOAIJ 40 PSF INSULAllON: ll-11 ELEC"IRICALLY CONllNUOUS flY !;;ONTACT OR CONC. FLOOR LIVE LOAD 1000 LBS SOLE PLATE: 2'' x4" /11 SPF AND BE11ER INTERCONNECTION OF UNITS AND SHALL BE WIND LOAD 80_ MPH TOf'_E!LllL=--~.2'...4-~-~PL!-tl.D_B_EJl~fJ.------____ FFFFC:TIV I y SCISMIC ZONC -----· --------·---8-----------.. ill!IJ.S : __ ;/3·\-~~!Vf-~j\jN~1 .. 1 1 i~-~1 c:.1 ?r · uv'E:ri e;-o"· rx 1sosum: HEAT ING I COOLING: MAX . SNOW ~OAD 5 PSF !NTERIOJl...E!!::!ISH : VINYLCLAD Kl['_TYPE 'X' GYPSUM _____ ....,.,..,..._,,_ __ . __ RESTROOM FINISH: FllJERGLASS REINFOllCE[) PANEL UNIT TYPE: WALJ MOU_N T t;,LC WIT I ELE.9!1!.Q("'""'""'l I •.~ Hll\LIZED rJJ 111.Dl~IG CODE COUNCIL 6vE'.R5/8'""f'i'rE'X,--cYi>sUi.i ___ SP~71AL CONDIT IONS 3 -EA. 28,600 BlUH VI 7 .5-ionr-+t ,,_,._,_, __ , .. , .. AND OR LIMI TATIONS : 2 EA. 28 600 BTUH 17 ~,;·~~~~ >fHO var! purn• .• nt "N6rE. UNlL~_1;,m;_i:;9J.Jl!'lJJL.!Y!.!! _M!Mlffi~52?1f-l I 11.lu ~1r1,~1 1 zc d , .... HANDICAPPED ACCESS RAM1qJ6fPfiov16E6 FRESI I AIR OAMPERS -.. , / ~-\. 'h -\·~ BY MANUFACTURER. ROOF rUUlj.UIW tUJU ..JU !I~_.dlUJ I :;t : } {.f~ ... ~ ~ ROOF PllCH : 1 /12 (Ml!:U_ APPLIANCES· MA No. fi Jt:C -~ ~I NOlE: BUILDING IS TO BE LO CATED MINIMUM 10'-0' CEILING Pl rCH: F~..,!;._2-USPlNIJEQ__<;Q_L,!1:!.G l?_'._:: 10 fir) -@et-. 0 --G ..J99 :~· \-·" · . fROM PROPEFHY -LINtSOR-ASSVMED PROPERIY LINES ROOF_J.rr:L_~Q,_LS.rP_l3/:,F 1EES-1il_~c .. __ NONE ~O" No . 2 SYP RAFTfilS AT 24.--_o.&_Ul'-6' UNlil .~ -l~ ·-~ -' ' . EAVE SIZE : 0 IMFlAL OVERHANGS 2"1 _..., .. ~'--. -7 7~./,.~-_· ... -; . .-... -. .,, RAKE SI ZE: 0 INSULATI ON: R-19 KRAFT RESTROOMS SHEATHING: 1 /2 COX PLYWOOD OR 7 /16" OSB WITH H-CLIPS WATER CLOSE TS: 121 VITREOUS CHINA TANK TYPE 7 __ ................ ", CHASSIS: COVERING: 29 GA. STEEL GALVALUME WI OPEN FRONT SEAT AND ELONGATED BflWI ' --I:. O FT \\ INSTALLED AT ADULT HANDICAPPED HEIGIH / ,""'\~\ ........ ~,f-1 ,, MAI N MBRS: 12 I-BEAM A-36 ROLLED OR WELDED CE ILING MTL: 15 MINUTE MIN . RATED ACOUSl'IC GRID CLG. WATER CLOSETS: J ,1.WJlBJ;OUS CHINA TANK TYPE V ,., c..;..-~ · .. s '• OUTRIGGERS: 9 x 4n X 14 GA. STEEL AT 8 ' -0 O.C. RIDGE BEAM: SINGLE LAYER WEB W75EiLLAYERFLANGES W!OPEN FllONT SEAT AND ELONGAIED BOWL ,., ' ... -' .... * '> OUTRIGGERS: 9 x 46" x 14 GA. STEEL AT 8' -0 o .c. USING 3/4 5-LAYER 5 -PLY INSTALLED AT STD . ADULT HEIGHT ~~~~~~ CROSS MEMBERS: 1 112 x 3 x 14 GA . AT 8 '-0 O.C. GROUP 1 SPECIES PLYWOOD LAVATORIES: (6) 19 x17 VITREOUS CHINA WALL HUNG FRT. CROSSMBR: 12" I-BEAM INSTALLED AT ADLJl T HANDI CAPPFD HEIGHT HITCH I COUPLER: VENTURE OR EQUIV. 130 OOQNl URINALS: 11) VITREOUS CHINA WALL HUNG AT ADULT HITCH I COUPLER: VENTURE OR EQUIV. 14 0 OOOll HANDICAPPED HEIGHT AXLES: PHILLIPS DEXTER OR EQU IV. EXTERIOR SIDING : ( 1 j VITREOUS CH INA WALL HUNG AT STD . TIR ES: 7: 14.5 -8 PLY = 2805N OR BETTER ADULT HEIGHT ( . c:; ~j('! ,. 8 . ~ PAINT: ZINC CHROMATE OR ASPHALTIC BASE SIDING: ?'l no. SIElL W/ l:lAKllJ [NAMlL FINISH GRAB BARS: ( 1) 36" INSTALLED AT ADULT HANDICAPPED ,~.... -(.),). ,:'i$°,; TRIM: 29 no . STEEL WI BAKED ENAMEL FINISH ~El(;-!R-4LEA...kt:i H'!;;AP WA!ER_ll_Q_ill_ tt o~.:?r-G ~~~.·~«;..,. OTHER: ( L 42 INSTALLED AT AD U!.T HANQICAPPED t (' ··"· 1sn . ...-'~ HEIGHT AT EACH H'CAP WATER CLOSET ,,~si o.\i,i\i . .'t.~~-FLOOR : ,,,, ............ - BOTTOM BOARD: POLY FIBER MESH EXTERIOR DOORS : DWV & WATER SYSTEM 31-(7lo INSULATION : R-T 1 I BAND JOIST : DBL . 2 ~2 OR BETTER SYP FRONl: 36 x BO S I EEL IJOOll DRAIN, WASIE & VENT: PVC SCHE[)ULE 40 -JOISTS : 2 x~::JzJm BEllER SYP AT 16 o.c . DECKING : 374 T&G PLYWOOO REAR : 36" x 80 SlEEL IJOOl1 WATER SYSl'EM: rvc / cpvr FLOOR COVERING: COMMEllC IAL GRADE CARPET AN n lnR Vl"'Y ' ~u pn<:1T 1 nN Tll F OTHER: DOORS EDUIPPED WITH CLO SERS & W/H: 20 ool. 120v. ELECTRIC WATER HEATER PANIC HARDWARE llR REVISION BY DATE DRAWN BY: PROJECT: DESERT HILLS TITLE : COMARK BU/LO/NG SYSTEMS, INC. TWO COLLEGE STATION, TX . COVER SHEET .. DATE: SCALE : owe . NO . I SME[l © 1/29/96 ~956A I 1 996, COMARK BUILDING SYSTEMS, INC .. All Riqht~ Reserved . ADD [ ~\11 _-H l ~11 T 0 ~.fi ()D EL 4 9 .5 6 A (DE S F RT HI LL S · 11 C (J LL EGE ST A. T ! (J f\J , T :x: . ) 1. A F-IRE ALARtv1 SYST EM IS f\JOT l~,J S TALJ __ ED f3Y tvlANUFACTUR E R. ANY REQUIRED Fll~E ALARM SYSTEtv! TO OE IN S TALLED BY OTH E l ~S . 2. CORRIDOR IS TO BE ONE HOUR ( ·1 -HOl _,R) C ON S TRUCTIO~J . 3. ALL CORRIDOR DOORS TO BE 20 Ml~,JUT E RAT ED. ·----------- ' ; .;~ -.. ---....... ~ ·--h -,. •.••• ~ ._ ,, •• ___., l~ COMAR< BUILDING SYSTEM$, INC r---t-------'-4-.;.__I----('>\~ : . ._.-"t/8/M lrn a:r . IA * E.P . BOX * 1 ....... lo I I ;... 0 ... 0 .., * lo r· I lo in I .. ;,., 0 ... 0 ~) lo 1····· I ;,., 0 .. 0 .., * * 1-L_T_R --+----"-EV1_s_1o_N ____ _,. _ _;Bc_Y _ _.__;DA.,.T..:;E~ DRAWN BY: DAI[: ·1 ------------1---~1--~1 56'-0" 25'-0" 25'-o'' * cr1:r1J ····1·.·_·:1·.-:.·r.·.·.-r-.·.·.·1·.·.·_·i CL/IS SROOM 407 SQ . FT. "* d_i_ .• -.• ~ ....... t._,:···_ .... i.::t .·.·j ................... ~ .... i.-... ~m!.+iiiii4~-il * . J¥ l-1 n.J.:i~~;;;.t,;;i;;;;;;;~;;;,i;;;;:;;;;l;;;;,i;;;;l;;,;;i;;;;;;;~J;;;;i;;;;~iiii£;;ij;;;;I 3 -2x4's AND 2 -1 1/4"x1Bgo . s lllAf'S (ACI I EN[) or EACll WALL EACH HALF CL/ISSROOM 367 SQ . FT . 3-2x4 's AND 2 -1 1/4"x18go . STRAPS EACH END OF EJ\CH WALL EJ\CH HAIS CLASSROOM 367 SQ. FT. WINDOW SCHEDULE CALLOUT NOM . SIZE LIGHT VENT 3 -2x4 's AND 2 -1 1/4"x1 Bgo. S lllAl'S (AC!! END OF EACll WALL EJ\CH HALF CL/ISSROOM 367 SQ . FT. * 3 -2x4's AND 2 -1 1/4"x18go. STRAPS EJ\CH END OF EACH WALL EJ\CH HALF CL/ISSROOM 367 SQ. FT. * ··1 .. ..I 0 • ... 0 "' ·:::i 0 .. 0 .., * 3040 3 x 48 10.51 5 .25 * -DENOTES SHEARWALL LOCATION ------·-·-·· ---··-·---. Tex as lndus tn aliJ.ed Bundlng Code Coy.n ci i SBC __ UBC_V ___ <OTfDC __ _ FEB 6 1rl% Approved PFS CORP. IHDRA 7 t;~j,;~ ·~1£~~ ~~1C11 ;~ '~i 1 {'R'i•fP • •;,::~.I ~ ..... , ..... ,,, -~"\t OFT \\ ;-s:.~ ..... l.:r ..... ~~·~"'~\I .-.· ·~ I "'* . ·.. ,, fJ~.~-~i . ..~t~ .... :u0!.~ t l, YOO~~.. I I I ,_:o'..}· LAV I " I' .. : .............. ' ............. , 11-o -. i:;g 8 r.;t, .-,,_,, -:51-. v ~o ....... ,.., c o ·. /:)L' o ··<if , t,'<';.-'.'--Gt cr ~"'~ ·"-' -\'<"·-. "' 1:<'."r.\'---\ \'-'Si ········~~1v -\ ONAL c.'~--''''-'-' .... - PROJECT• DESERT HILLS TITLE • COLLEGE STATION , TX . COMARK BU/LO/NG SYSTEMS , INC . FLOOR PL/IN K.C . SCA.LE : SllEEl owe . NO . @ 1996, COMAAK BUILDING SYSTEMS, INC.. All Ri9ht' Reserved . 1/9/96 3/32·~1 ·-o· 4956A '. ~. & ,:· · .. · , ·.. I .v """' . ·. ' /.~~-1~. · j . .. .. * 1, I -· --. ;~ ............... / I .1 \!('/"\' :c I '" I I v · ~' ,, , .. ·i ............................. ,, ((~\ 59858 ..:~.: ' t ·a·. 0' 0 .· f.<j _, •,··~:/915n_\\~ ... ~~~ ,,ss1 ........ ~\'\G - \ ONAL --,,,, ........... -I -j l_c1 b 12 II 11 1 ~29 I i 11 1 GA. ST EEL GALVALUME ROOF .L U.I, ~I r --------. ffi 1 .. ... l ! IZ i D IJ HVAC j llVAC ! [ 1-IV AC UNIT ' UNI T ' I UN IT l ....... J L ______ i TIT I l .. i--29 GA . SI EEL SIDIN G 48'-6"' I I 56'-0'" I LEFT ELEVATION RE AR ELEV ATI ON 12 1 pn..._29 1111 I GA . SIEEL GALVALUME ROOF r-------, r-· --, r···-·-·1 I I I:! D = I HVAC ! : HVAC: __ ] ,, ! UNIT ! ' -' I UNIT I I I ' ,;' l _______ J I : ' = L_ ______ J 29 GA. STEEL SIDING - I 56'-0" I f 48'-8'" ·----··---.. . . ... . . .......... t .. I ·-· I .J 11 ,_;:, ,\ /l llJ '::'l· 1 ... :: •• · .. FRONT ELE VATI ON RI GHT ELE A1i~~d in n l \~_i.,,~!'i ! SGC _____ _JJi.:'.:; ____ ()]~:uc __ .~. fED 0 ·i]qG -t1 fl r)f)J"(l'/f>f.I ,;:;~~~: ~~~ PFS COF1P . 1 ~·w ·1l ' ~-, f " IHDH/1 l \_ ·'..J · / ' ..... .,,.,.. .•. ~- --·--~·--........... _ --------~ .. LTR REVISION BY CME DRAWN BY : PROJECT : OESERT HI LLS TITLE : COMARK BUILDING SYSTE MS , K.C . COLLEGE STATION, TX . EXTERIOR ELEVATIONS INC . DATE: SCALE : owe . NO . 'StlEET 1/16/96 3 /32"=1'-0 "' 4956A 3 © 1996 , CO MARK BUILOING SYSTEM S. tHC .• All Right! Re !erved . · •1r, x..,,....,., ' / -~.:.;';r~~~ U" l"l.?WOC'O •or.r .,,,_,..,..,11t''......CCI :Gri:i·ro Jo•P"r.'l.OCIW:I: a-K"QI ...... _ .. ,.....,_omu O'Tl-•--l ~~°:!.t~1,7;·;. JF·~f'-~I ---"-· '-""""°'o C"'CI <Qlf1'ICA. C"-'"< _.,.0..001/'l'"'""'T.,,..,_., -~-~ i'.:n~~ PVOI ""~"''''\ _:;'C. OF TE .'\ , ..... -\1'-.···"···.}'1 \1 ;e:; .. ·· ., ·.JI I . ~ .. f. ··. ,.1, ,....,..._.,__..-.--~·· ~,! ( •. '. '1 .. l~ . . < .... ' 00 ,:r.~ \ '"· " ) '!. ..... ~. ·-... -.. ~'. ~: ... : ... :: f -o"-. G9El~)C :~Q:;, I ('b·· If {:> .. ·::.-..;;~ \ \A'i·· ~GI S1 't. <i\:': (~:.-·:;--\ ,'\_sioN;;( '(_~::.-''"'~' ....... --111·11~ tAL •ntlOOll -..u) .,_,, •-1~1'(1111 --"~""'"""01'0~ '!.. ~·1.f:,~: ,,., ...... I ~.m~._:r,.. ::];: I (II ·~' ·~ ·~ I I ! rt ! I I I I I I I I I I I I I I I I ~~ ~~"Vrt --C:' I I d I I I I I I I I I I I I I I I I l ---~ I -CJ lo P'Oll'W~~ ...... :~~,~°"---I ,µ, ,µ, -·· ·---~~ ~ ~ I I .• ,!;,!, ,!;-!. r!r!. ,t,J., ! I· I l~~ ~,~ :~r.JO~ 11~•"""r"'o-.. •-• .... ST""-U [/C'I ll<O OI VOi mw' ''" 0(1 .. """""l °" lUT) ~~~~~~MTU <--1 ""'11.SCJrO-llllKlCI lU•U.Off.wog(lllll>I~ TU JllOCIC ....... COlelC~ \.,_,...,.,~.,~ 0!90CI ..,,.,~CTOI /lit:.:~~ ~L r IJ(,f,-~ .,..'"" J/ n ::;::,4 ... I ..... ""''" ~ L l _, -· .. M" ... . b1•11DOW. r~::=::=:::'.::::=::=::=-"i\:-;:-;;;;;:-,IT-;-;u;;;;---~:·.JJ1:.:.•TTUI M,,.,YTUOC#Gl ""ICnU' "' ......... -~~ ... oti::~ .an 0'1.101.0:U ~ 0'1.101.CllM '-~.c:..m~=, -~C!Jlllt!'r~YC"l'9'9.M l"l.Y'llCIOll lll'IOCI W.Mll. PCU Vil'Ot -t•-~t>'l'(Jt'VfClt -~Cl.llOW""'TC'ft"llM m.*'mms::: ::' ... "'::."".": .. =' ±::; ·-·~ \ _±;:'~{ ··--·----·~ ~ ' ...,,._ I ~ ::k :.';! J?' :.<;l :&'I ROAD H(ICHT: ·~·-fj Provide.. Flun£i~ 't.ro. Ce S iE \,Qt-/ om ofr1d~c. b~~-M ~ M~-x.8-o' OC--"------···-·· ... ,. .. ,_.,_, _________ _ T r~v ··,;o .. ' :,. «!!:J Cc1 '. .c: ' .,, .. hd1.1s1ri2~1i7.8d ·1 Pnf1,~:n1: l. · . nrroc --~'!J·r~ .. _L!i_~,~----~. -f Fr) .. --G t19G {\f 'f-'' 11n·1 I r .. r~ :-: ( ':' i::i.' I. ,-,. . ' : ! .. ·:\ ! 1f ;;~:\~~. ;~'.4.fr~j) \'.\', :~:r~,,: I LTR I REVISION I BY I CATE I DRAWN IJY: TWO PROJECT: DES(Rr HIUS COLLECE STATION, TX. CROSS-SECTION TITLE: COMARK BUILDING SYSTEMS, INC. SClil.E: SH[[T owe. HO. DATE: J/JT " l'-<T 1/2•1•• '4956.A @ 1996, COMARK SUILOINC SYSTEMS, tHC.. All Ri9ht:1 Reserved. 56'-o'" 1--"--=---r-------·~1~·-~if-------.-----~1~··~-if"-------.·------'-'"~·-~ifc_ _____ ,_,,_J"~-if~--~~;~~~ ~~f-----------f -.. --. o-'· / ., n-.;,-.. ~.-.· m-. -!---------. -... h .• ,-.•.•. ,-••. ~ .-. -{ I ;: l-.--~--1-'--+-l----+0--1--l.____(1E:J-~:---':Ei-,--'---1--l--t---H+l----'-i--Y--H il !1 ~ l li~·;..:<;n ii \ ... !L f-----f---f---H--'o,--l-!--'-l•~~___,__,.1,___oj ·~ ... '\ ••••••• E'.J ••••••••mmmm••••••••c=•~J--•u•u•u[EJ •••••••••••••••••••• El ••••mm .............. :EH l '-0" --El--0 --El·--·:8 B o~-1 .. 'J_ ___ BIOCK ~~ IN l!US An(A OU( 10 AXL[ 1 tAN Ctns on 0111(n SlHUCIURAL OllSlllUCllONS BLOCKS ADDEO UNDER SIDES OF EXlER10R ooons T i:i1as lnrJu3trw.1tzed (]1_1tlrJ !i l ~J l\KY} OJl)FfCi l SBC _____ usc _~OTFIJG _____ _ FELi /\~•rwJ ·m tJ Prs cur;:'. IH !Yl-'\ "7 t--LT_R_-4----R--'EV-1$'-IO'-N----~'--'B"-Y--4--'0"-AT'-'E'----l ORAWN BY : TWO PROJECT : DESERT HILLS COLLEGE STAOON, TX . TITLE : COMARK BUILDING SYSTEMS, INC. BLOCKING ANO TIE -DOWN LAYOUT SCALE: owe. NO . SHEET @ 1996, COMARK BUILDING SYSTEMS, INC .. All Right. Re served. J/Jt" -1·-0· 1/26/96 56'-0" I ' Jr -•· INSTALL AXLES ~ 1 CEN IERUNE Of AXLES AT JZ" O.C. {2-BRAK[, 2 -IOLER) 'i.AXLES ,,,g···rT'l'~~;ccrns .... --, ,-----., --,,-- " " " " " " " '--12" I-BEAM OE.IACHABLE { ......-U -Cl lANNEL ~ X-MOA S. (TYP .) '1 >i l/ Tex3s 1ndust nal1zed r .. .11!u!ng Co.de OJuOCil I Le·-cr ~t .._.. 50'-tf INSTALL AXLES (I -BRAKE. 2-IOlER) AT J2" 0 .C. __ ,IL__J 41 ' ... t .._.. H '-0'" '-'l'----::i L,,·-·1~1 l 15·-o· .14 ' fl t s·-·- :1·-4· t s·-·· J2'-0'" t .--.- nr-1r t .._.- 20'-0'" I cm 1 l '--6" I LOOl~S ---···------------ J r -•· CENIERUN[ Of AXLES ,1r 1-m:.Au J_,._,. L,._ .. e·-cr 5·-4· IJ'-4• f-5·-·· I b {=.~ ~~~~U -CIW<N(L v=====!==«o==l ~ X-MORS . (TYi'.) 17." 1-IJf.AM r,.._.I t, •. _cr I t..·-~ r.._.-Jr-·· flw.O( CUP re·-~cr . t~··-~.-~··-cr~~··-~.-t~, •. _ .. ·~·-.--r--~··-.-~t~H~~s·~-··1 515'-0'" 48'-0'" 41'-4" JJ'-4• 20'-0" IJ'-4• 5•_4• i--L'-"--f------•-EV1_s_1o_N _____ +---'BY--f--o_A_TE;:_~ORAWN BY : DATE: i----f--------------4----1----l !WO 1/2•1•• PROJECT: SCALE : FOR 15'-6" FLOORS DESERT lllllS COLLECE STATION, TX . J/JZ" .. 1'-0" mu: CHASSIS LAYOUTS owe . NO. StiEET 40,000f JACK/COUPLER :::qr: .. ·-··UIJC_V_ -rnoTFDC __ FEB h1'l'f(':'lC?1J f 'i :; t / !; 1:' \-3 I-OJb COMARK BUILDING SYSTEMS, INC . @ 1996, COMARK BUILDING SYSTEMS , INC.. All Righh Reserved . 2J'-9" 15'-1° LAVY DRAIN W/H HOT RISER 1J'-J 1/4°DBL JOIST 2J"-l" 12'-5 1/2" CLO . BENO INlfT & COLD RISER 12 '-l "URINAL 22·-r EXT. rAUCCT I 10'i~-~1 ~i~'cu3~1~~NO [Xl, rAUcO 9'-l"MOVE JOIST 10'-3" 7'-9 J /4°DBL JOIST LAVY 15'-9 1/2'"CLO. BENO r 21'-8" 9'-S"URINAL. DRAIN ru.~e'" ~s·-e 1/4°00L JOIST f"'"l""'"l"""f"-"'l'"'T""'f"""l-1"""1"""":""-"F-'· "T""l"'"'T..,-.-.=-:F""1f'"'l""',,.,.,......,.,,.....,..,m.-rrt Y ..... J.,.....,,J.l;.o;;;""';"<h"""'"" 1_.,_11 '"'""""-"'"'-""'""'--n' ... ·-, 10 1 /"" cLO . erno t--Ll-R--l-----"...::EVl=Sl...::ON-'------+--'EIY:.:__j-.::CDA...::T;:.E ~DRAWN BY: PROJECT: DATE : SCALE: 1 -~--t-------------1----+--~ 1/27/QG 3 1'-7 SUEARWAl..l LOCAHON N>O JOIST ~ I ;,, DESER T HIU.S COllECE STATION , TX . TITLE : .. I ;,, owe . NO. J/JZ' • •·-er s 1S s is "! \,, h :l I I Q ;.. ;,, " n I N !! I"'"' m -f ~ ~-~ -· 7' •• 109 I 2 -12 J ._ -1-1---..!.!Q___ __ _ 157 J /4 f-- ,.._,er I -1-1-11---"15,_'-__,J'-"1/'-':Z'--'H"'0"-1·1--f-- -· _ -· _ -'L=L!L~~'---__ _ ----~L-1--1-- ~ T exas lnrlus t nah zed O.U ll dirio Cooo ~i i SB C .. ·-· __ Ll8C ___ OTfDC~ Hl '-80 HOT ---~ -~-1-1-1--, _____ 11 _~,._·-~•0~1;'-'-r~,-___ _ rED r1r·r;;r l'1 ~t1 P F ~; C()Ft::, I! J )\;i\ I 2•'-10" SI l(ARWAll LOCATION N>O JOIST FLOOR FRAMING LAYOUT I SHEET I 18 UI 18 2~8 No . 2 SYP --- --FLOOR JOtSTS AT 16" o.c. {lYPICAL) COMARK BUILDING SYSTEMS, INC. @ 1995, CO MARK BUILDING SY STEMS , INC .. All Righ ts Reserved . PIPE LEGEND 1 1/L' PIPE 'r PIP[ '$' PIP( 4° PIPE ' V.T.R. -· :r V.T.R . .. ....... PIPE LEGEND 1/2" PIPE 3/4" PIP[ 1 1/4 PIP[ 1 1/2" PtPE t--L-TR~~+-~~~~·-EVl~Sl-O_N~~~~~+-~B't'-~+--0-A~TE:._-l ORAWN BY : CATE: i--~~~+-~~~~~~~~~~~-1~~~-+~~~-1 TWO 1/21/H ,- V.T.R. EXT. rAUCET l ,- V.l.R. I 1/7: INLET W/SHUT-orr VM_V( PROJECT : w.c. :r V.T.R. INSULATE CROSS -OVERS TITLE : DESERf lllLLS COU[C[ STATION , TX . SCAlE : owe . NO . TO SEWER CONN(CTION EXT . rAUC[T DWV AND SUPPLY SYSTEMS NOTES : SllECT 2 1) SHUT-OFF VALVES REQUIRED AT ALL FIXTURES . ) T & P VALVE ANO 3/4" DIAMETER DRAIN TO EXTERIOR REQUIRED AT WATER HEATER . 3) ALL DIMENSIONS GIVEN ARE FROM FIITING CENTERLINE TO nmNG CENTERLINE . 4) EXPOSED HOT WATER AND ORAJN LINES UNDER LAVlES MUST BE INSULATED . 5) CROSS -OVERS MUST BE INSULATED. COMARK BUILD/NG SYSTEMS, INC . © 1996, COMAl1K BUILDING SYSTEMS, INC .. All Ri9hts Rc,ervcd. ---------····· ------ I""" I wi Aiwc RUNS SHOWN OUTSIDE UNIT rQfl Cl,MfTY OHi.Yi T ~x :is In dustrialized p,,l!,Ji n q (',o d9 ().;,v~ rc=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;:=1.1';1::~:-; ______ U iJC __ 0;TFDC~ 1.0 ..,...,., , 1'40f • 5 ~ITS 1.3io• HQl SnnP • J UHIT1 Sit• HEAT STRIP• 1 UHITS cmo lo-DS: 40f\.UOflllCHTS•1l'• '2"1t U ltCCCP'TS • 110 1 •Al"CJll H(>.l[Jt I 2000 2 UTtl!tOll UCHTS 1 100 :t [XW.U'S1' rANS • UI • 12511 :t DOT UCHl1 • l TOTAi. lOlOS: 14151 Wlff1 • J4t00 WAm • 4t"I 11A"1 + 240. • JOI.I ,..,.., I :t lt{CD"JACU 20 J 4 20 l.lel<T\l'IC It l-CHTINC 20 S 11 llCHTNC :tO 1 I 10 UCtmHC noo wAm lUO w•ns 1000 wA n s 200 w.-.n s JtO WATTS I WATTS ~ 12 12 12 12 •ATUI ...UTU 12 '"""'""" .,~ ..!.! 30 """'""" ,.. " ""' 45~ ..!..! JO """'""" .. "'17 ""' 49 II :to . --2" JIU Iii<-HCUTIV<. I) ) I) I r:, ~- t--U-"--+-----·~EVl_Sl_ON _____ -+-~BY'---+-~°"-T~E--l ORAWN BY: DATE : ·----+-------------+----1-----l PROJECT : TWO SCALE : 1/29/98 OESERf Hll.lS COLLEGE STATION. lX. J/Jt' • •·-er TITLE : owe . NO. ELECTRICAL SCHEMATIC SHEU ;l ~ .!Ur ....... 1 /\p ~ )7°f_~/!-:i d Prs r.~'J F1P . Cl l I) C) JI) I) I) I) I ELEClRICAL SYMBOL LEGEND D JUHCTIOH 901 r " 901 .. I /'/' CONOVff. SlVlt TO C[l.JNO eo MCUl..:U °' en l"AOlCCXll:O ACCCPTACL! ! $ ""''" $~M• ~ [) J -WAY SWITCH D>WJST rNf, 110 ('f"' nQWOSTAl 2' • , .• 4-f\JIJE fl.UOft(SC(N'T uc1n :.:: ............... :: .. COMARK BU/LD/NG SYSTEMS, INC . @ 1996, COMARK BUILDING SYSTEMS, INC ., All Right• Re•erved . \o I io .. \o I ~ io I ~ 56'-0" 24 2 4 24 2x8 No . 2 SYP i..::..:_1 . .=..:.-1 _;::._;_l--OR BEnER RAFTERS AT 24" o.c. (TYP.) ·-G i98G : i J\;-:·~rnvC?d .!-,;. siitr.>.iJ COflP . bbbbkkb6b$...66~~!==~b~~~*""'~~~~~~~ PLYwo~i i;;'1H/)iW: \._ 2 x8 SIDERfllL PROJECT : TWO SCALE: 1/2•/96 31'-?." SHEARWALL LOCAllON ADD RAFIER DESERT lllllS COLLEGE ST ... llON, IX . TITLE : -24'-10" SHEARWALL LOCATION ADO RAFTER ROOF FRAMING LAYOUT OWG . NO. J/J2" -1'-o" '4 956A COMARK BU/LO/NG SYSTE MS , INC . 51-1[[1 @ 1996, COMMK BUILDING SYSTE MS, INC .. All Rights Re5erved . 10 FOR 1 7 ' -6" UN IT 1 7 ' -6" r 1 2 x 1o SIDERAIL~~~-~~~~~~-2-x_1_0~-N-o-.~2~S-Y-P~-O-R~-B-E_T_T_E_R~A-T~2~4-,,~o-.c~. ~~~~-~~~2 xlO SIDER~L 1 7 ' -3" --------------------------------------------------------------------1 ---_F_E_l_:i,-.-.. ~(~) ~1~,-1~~1~s------- 1~ 0 R 1 ~' -6" UN 1-1 1 5 ' -6" /\pp mv n:J pr~:.; cun P. 11 1DfiA l ... ·------.... ·---· f 1' 2x8 SIDERAIL ~-~M~~~~-2-x-8~N-o-.~2~S-Y-P~O-R~B-E-T-TE-R~A-T~2-4-,,~o-.c-.~~~~~,l~~ l'j "'-R IDGE BEAM ~ ....... ,.._°''\ 1 1 s · ~ 2 1 I 4 " [ ;{-;Ii:'~~~,~~;~,:\ :__----------------------'------------------,IA ;'-:C,,~ '"' . , : ~-/ ~ ... 1: .. :.~~~~~.~~ ... ~~.' ...... ;. 1-=-lTC.:.R _ __j__ __ _:_R::.:EYl.::::SIO:::_:N ___ --l-__:_B'Y:__--1--°"::;.Tc;._E ---I DRAWN BY: PROJECT: DESERT HILLS TITLE: COll[G( STAllON, TX . RAFTER DETAILS TWO DATE: SCA.LE : OWG . NO. 1/27/96 J/8" -1·-0· 4956A ISHEO lOA I -<) i::rl-r.:8 , -/ ., ·5J' ,) :.,b;) -~-~ t c)·.'9 -' :_,,, l .<.','.·.€'Gt~ ·r r ·-· ·-"·-'"' I ''s ·· ::, -,, -\ ·, s : .... "' ' -·i') ,,, \. IQ ;-.1 .',-, ,_, __ l -7 1-q p ''<~~~ .... .._- COMARK BUILDING SYSTEMS , INC. @ 1996, COMARK BUILDING SYSTEMS, INC .. All Righh Re!erve d . \o I ~ \o I ;.. \o I ':? - 1~-~ ""' " I 56'-0" 25 '-0" 6"-0" --~-----~--- -s:<--x - 25'-CJ" ~~ l><r7 ~ >::::. I><. ·r 8~as lndustri::ii1zed ;~ :!Vjinq Co<l0 Cr!,V>fcil S8 G ___ .IJDC_y __ OTFOC_ FEB f1 ppi'f..'0d PF'.-) UYlP. IHt:FP. 7 -t-__ ...., ____ ..,. ____ ..,_ __ _,. ____ .,.. ____ ,...~ ~-1==:-:--==t=~~~--..+.-----lo-----~---+----.+---~ ---., / ~ /'>'-._ -~-·---/, >< >< I~~·-~ "'?~ N >.::: SYMBOL LEGEND f ,,. .... ;~-~ .. , 2·11·· fLUORESCENT LICHT >< ·>< ' ,,__...,..__..__..,...____,,. _ _, >< D ~ D EXHAUST fAN, 110 elm 2•· • 24" OlffUSER lRUNK REDUC(R t-l-TR--1----•..=EVl_S;....10'--N-----+-'B;....Y_-+--_;;OA;....T.=_E--I ORAWN BY: OAT(: 1 -~--t---~-------+----+----l PROJECT : TWO SCALE: 1/25/98 / "\ DESERT HILLS COLLE.CE STATION, TX . l/lt" -1'-0" x ...... / I RElURN NR FOR DUC I ED UNIT IS DIRECT THROUGH WALL I TITLE : CE ILING GRID AND HVAC LAYOUT owe. No. 4956A IX' --- i~I " ~,..: x >< l-)\-0) ~ COMARK BUILDING SYSTEMS, INC. SHEET 108 @ 1996, COMARK BUILDIN G SYSTEMS, INC ., All Ri9hh Reserved . • Jrd LAYER HANCE CROWN Pl(C[ •8 ~ 2nd LAYER rt.ANGE CROWN PIECE 25 1/8 ,~:j~ §8~·-o-~,~8~·-o-~l~M=i--=8·-o-=1 =8 ·-~o-:,~8 -~:1~1 ~j ~8~.4 ~j ~ 10·-·· DUCT ltOLE 1<1' DIA. J1d LAYER OUIHI HAAGF. Q [_J 25 5/8 2nd LAYER n.JINGE (NO PIECE (!OP fl.ANGE) ~ 17'. :rj P=f:• 2! I ~ !2 ·-0-I 8'-0' ~ :C l I I "-0' I 8'-0' t--LT_R __ +-----R-"EVl.....:..51.:.0N _____ ~ _ _:B:;Y_~_;OA:.;T~E;_...J DRAWN BY: .. ------------·-------- CENT[R AT 12"' UP :L-1 -:1~i:~-r:.:cr:ctnr:-LL0'.1 c'.::. I =-='.:=-,~==+==It' I 8-0' I 8'-0' I I .. -o-I I 8'-0' I 8'-0-It 8' o-[2 -d 2 d LAY(R II ~ER rt/I.NC[ ~ ~ 8'-0' PROJECT: 1-Jl '-2' ~, .. _,O' l-10·-·· ApprclV !~d l 'I ·~; i.'u:w. Ii ;r:H.'\ 7 8'-0' COtuMN SUPf'OfH COLUIJN SUPl'Olll OUC:f llot.£ .A.00 SIU r lNE.n AIJO Siii flNtn 10· DIA. -~ ~ -~ 8'-0" 8'-0' 56'-0" NOI ES: Till[: CCNH.R Al 1 'L UP ~ I 8'-0' I l 4'-0" I Isl LAYER Ml\IN WEB ~J =:gg~ ~~~ ~o~iu~~~N e~~~~~~~E~CORD,t.NCE WITH /\PA PLYWOOD DESIGN SPEClnCATION, SUPPLEMENT 5, ANO SECTION 9 OF HlE DESIGN MANUAL.. J) RIDGE BEAM IS CONSTRUCTE.O WllH J/4" ~-LAYER, ~-PLY, CROUP 1 SP[CIES PLYWOOD . c~~~·~,~~. rx . RIDGE BEAM CON STRUCTION CQMARK BU/LO/NG SYSTEMS, INC. r--~--+--------------1----1-----------t-----__:. _ __:.__:._1--____ :_:_.:;_ _ _:_ _ __: __ ~-----+-----------------:__ _ _j r----+-------------1----1-----l DATE : SCALE: owe . NO. I 51-tEEl TWO 1/27/98 J/3'r' -1'-0" 4955>. 11 @ 1996, COMARK BUILDING SYSTEMS, INC.. All R;ghl• Re•erved . DEVELOPMENT PERMIT PERMIT NO. 335 DESERT HILLS (FORMERLY SANDSTONE PSYCHIATRIC) FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 1, Barron Park Subdivision SITE ADDRESS: 4201 Texas Avenue South OWNER: Medi trust 197 First A venue Needham, MA 02194 DRAINAGE BASIN: Spring Creek, Regulatory Channel I , Basin 9 TYPE OF DEVELOPMENT: This permit is valid for the addition of some classrooms . Contractor shall prevent silt and debris from leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria. Owner and/or contractor shall be responsible for any damage to existing city streets or infrastructure due to heavy machinery and/or equipment. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply . ~~ Administrator/Representative Date Owner Date Contractor Date February 26, 1996 Jeffrey T . Milburn, P .E . CITY OF COLLEGE STATION Post Offi c e Box 9960 110 I Texas Av e nu e College Station , Texas 77842-9960 (409 ) 764-3500 Walton & Associates Consulting Engineers , Inc . 1722 Broadmoor, Suite l 06 Bryan , Texas 77802 RE : Addition of Classrooms Desert Hills Medical Center Drainage System Analysis Dear Mr. Milburn : We have reviewed your drainage report on the above referenced site and have found that it is in compliance with the City of College Station Drainage Ordinance. Therefore, the report is approved . However, we will need an application prior to issuing a pennit. Should you have any questions, please call me at 764-3570 . Sincerely, Samantha Smith Engineering Assistant cc : Shirley Volk, D evelopment Coordinator Home of Texa<> A&M Univer<>ity Figure XII Development Permit City of College Station, Texas Lo T 1 1 73)/1 ;e £0/\/ (J /11Z1< su tS7:> 1111 '51 cJ ILi Site Legal Description: ??o&e1?1 S7ei/C:/1)$0N Le'ITG-UC' -f/1557/tkCT A/tJ, 51 ce;n.Lec>e S'rlt71()/V 1 7.3/CAZ.os C:..OU/l/7Y, 7e>e,-tS Site Owner: /}1eb 1 T/l..VSI Address: /117 r/1257 ;t:JV'{". tveeoH/9/Yl ft},4, 02191 LE5SEE: Ys1 oF ,.~5~ESt=eT /flL'-5 Telephone: (617) 4 ~3 -t:.ooo 4z.01 re¥4 s 1t11e. Sou-r1-1 1 coaeG.e Sr/I 7'/oA.J, 7Y 77~~ S 690 -5030 Architect/ Engineer: hA e/2( /?A Y&e.. 1 Address : 7 607 €,157/J?/1-£K CS 7)( 77'i'l5 Telephone No : ~q 3 -317CJ Contractor: t:!A-1H'I fl/-f N S Address : d zol 'lat/JS d ie ..5oUTI/ C'.~, 7>1te or-'PLA/\J7 ot:Je/CA71"1VS Telephone No : /:>fO -303 0 7;>esere....7 H 1LL s Date Application Filed : Z / z_ 7 /9~ Approved : __________ _ i I Application is hereby made for the following development specific waterway alterations : L e.tie L L/tll)bSc/1PC:. '3e/t!r>7 .s ttT /(e>/9£: c2 E 'l3U/Lb/ 11/G- 0 Application Fee 0 Signed Certifications 0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . 0 Site and Construction Plans, with supporting Drainage Report two (2) copies each . 0 Other: ----------------------------~ ACKNOWLEDGMENTS : I, ___________ ___, design engineer, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the Co ege Station City Code. ) d . ~~-' ------ Pr ?>~ a/ j}~ iJ;~~ctor /_)~~ Figure XII Continued CERTIFICATIONS : (for proposed alterations within designated flood hazard areas .) A I , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B . I, certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . Engineer Date C . I, certify that the alterations or development covered by this permit shall not diminish the flood-canying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of flood ways and of floodway fringes . Engineer Date I, do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval : -------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development. All development shall be in accordance w ith the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply . fornw/.,Ydpamd/I 0.91 e1£ / t:IZ-IO ;e._ GifL7121 e_;t-c. /)!SC.ONNC?t... * flJ ~e pu!2N6He() , .. - f I IJS-rfl-LLel> :;sf lo I UC y;t1C/ll-;... 0 ... 0 e £/t-f!_ 7' o ;e n c:_ol'trf' lo I . I lo a, I ... "' ~ 0 n lo r·· I "' 0 ... 0 n * * E.P. BOX * 25'-0" CLASSROOM 407 SQ. FT . 3 -2x4's AND 2 -1 1/4"x1Bgo . S 111APS EA Cl1 END OF EACH WALL EACH HALF CLASSROOM 367 SQ .. FT . 56'-0" ~~---------------.,.3 .. "f f . !:¥l~~~J~ci 6~4~~~go. \.:::1::. :··j::t."! * DATE: 1/9/96 CLASSROOM 367 SQ . F1. WINDOW SCHEDULE PROJECT' DESER T HI LLS TITLE ' COLLEGE STATION, TX . SCALE : owe . NO . 25'-0" 3 -2x4's AND 2 -1 1/4"x 1Bg o. SlflAPS EACH END OF EACH WALL EACH HALF CLASSROOM 36 7 SO . FT . 3 -2d's AND 2-1 1/4"x1Bgo . ST RAPS EACH END OF EACH WALL EACH HALF CLASSROOM 367 SQ . FT . * * * -·1 I O • ... 0 n ] * -Texas lndustn ahrnu &Jfldlng Cod<~ Coy.nl'.i! SBC __ UBC __ v ___ <OffDC ___ _ FEB ·-G 11UG Approv ed PFS CORP. !HORA 7 * -DE NO TES SHEARWALL LOCATION FLOOR PLAN COMARK BUILDING SYSTEMS, INC. SHEET 4956A 2 © 1996, CO MARK BU ILDING SYSTEMS , INC.. All R;9ht• Remved. 0 / / / ~.I rnv~?JS CITY OF COi JEGE STATION Post O ffice Box 9960 11 0 1 Texas Avenue College S t ation, Texas 7 7842-9960 ( 409) 7 64-3500 February 26, 1996 Jeffrey T. Milburn, P .E . Walton & Associates Consulting Engineers , Inc. 1722 Broadmoor, Suite 106 Bryan, Texas 77802 RE : Addition of Class rooms Desert Hills Medical Center Drainage System Analysis Dear Mr. Milburn: We have reviewed your drainage report on the above referenced site and have found that it is in compliance with the City of College Station Drainage Ordinance. Therefore, the report is approved . However, we will need an application prior to issuing a permit. Should you have any questions, please call me at 764-3570. Sincerely, Samantha Smith Engineering Assist an t cc : Shirley Volk, Development Coord inat or Home of Texas A&M University