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HomeMy WebLinkAboutDrawingsoa _ formerly - I _ Joe Orr, Inc. `oJ Legend Surveyors ors & EnWinee7s � _ ����`R- Huge H. Krenek -•-Q-•- chain-link fence 2167 Post ;Oak Circle -- 2voo acres �. 1"= 40' -u wood picket fence College Station, TX 77845 ��57 May 2002 o � air coed. units vol.VOI8�, P9• • co sewer cleanout (979) 69'0-3378 _ 0 40 80 Feet • fh fire hydrant', 1p light pole (public) �, Ip light pole Bearings are based on the four iron rods ®ran sewer manhole; `p found along the southwest line of Lot 1, and . tel telephone pedistai the final plat recorded in vol. 669, pg. 655. - tv cable tV pedistai p transf :transformer on ad Lot 1 c d wm water meter p Southwest Crossing ` 7 CM founds �; Block Seven Phase Three PROPOSED LOCATION OF 12'x �- tale koo�a vol. 669, pg. 655 �o�ca PORTABLE STORAGE UUILDINGIO' rah ! (N 45°°20'11" W - 384.00' deed) wood SQL Property Description 1 N 4.5.18® - - fences \ ' W 384.09_ o �. __ -- All titcrt certain tract r �r�il of tared.:lying and being sltuatecl lit tha °� the Ma an F%cior I a um, Abdm' et No 46; In Cotiegrr Statiazs, .6 ae rg UMPSt Coun£y. Taxog .being 0 part of tat 1 tip EU' Swan of Sou huaaf area Cron nq Phone Three addirJon: to Ohs City of Gi lloge Station, T'exae.: ,� IP ; Ip de�kribed b ; lat recdrded In Vatuma $69, mage o€ the official: o it Y n Texas, beiriq 'W'6 earno laird F -10.M ad tip ._ _ _ ,.. _. . , J _ FdeOM& :of' didio:r t: linty._. _ �. l 15 Utility Ea �clTlent wate�ine SA Holds oh cued A Itrted, Inc. by deed t otded In vo.I— T 1J53, " vol. 669, P blowoff Pan+$ 342 of the t?fifcial flossis of 6mxoa County, Tnti�se, and aireg pg.: 65� (pidt). concrete dry mare pattiCUfarty ds prltaed as foilo+ ;' .( way ,. t Beginning at a 1j-'. iron roti found- In ih�s sassttleost iit�s of, Southroreat cancret- parking tot rsarlt�ta��r of flee corsttnon comer of. Cater 1 and. 2 Irl, Glokt€ Seven of t3 sof rant. cutins - mer sold 11 southwest cyoeatreg phi Three, ir001 u bosh' 1/S'' Iron wrn rid gas found S 4 t' 42` 4 W - 249.77 fftt, at the most weal" I comOr� 'a {fie. r s iii 1-ck 2 ood a 1/�' iron rod mars found S 45° 2fi' 1Z- "E feet at .torn roast early:comer :of the04 . sold Lot 2. a #nark }` concrete sidewalk _. i- . ' c ivoway l m m Thence S 49' 20' 112 E - 383.74 feet along the One between the C . v sold Lots 1 and 2 is a 1/i Iron rod found at the most ooutheriy Elmoc comer of file tract;, o a/c N O Thence N 44' 41' 61' E - 205.81 feet through the mid Lei 1 to a a _ ry 1/2' iron rod found at the moat easterly comer of this tract; building roof &exterior woI! concrete parking lot 0 O edge of floor slab -/I g w cone. curbs tV '(hence N 45. 10' 4f7' W - 384.09 feat continuing through the sold ` I g/ AA tai 1 to a 1/2- trait nod found at the most northerty comer of this S.A. Holditch and Associates, -Inc. o ' tract Ap iN'" 1.82 acres (called) a w Thenceid to s136ana�the oo-utheaatsirroe of�southaest P'west t th ® o�g ®l. 9 � pg. 3�l'2 m e- 03 t'oint of Beginning and containing 1.81 acres of land more or teas. 3 m C^+ Q „,{. • t u grate storm drain 0) Q '� . yea�,<b __ (pa f l of : Lot 1 o inlet i outte i °st E151 o o P P Pe !4 �- a@, covered One -Story Office Building C s P o en _ . �._,_ ` _ti - �- - -_ Bred f rofbaslo i-Eand:tu�- b_ - m �' 900 Southwest Parkway East Z €;-pavid 6. t nglat in tha States of • %xaa, 'do heraby certify that 1 he", this date, A &fay 7« 2fi0 , Wises G careful and aecvnat6 survOr on itis ground P „ ° q _ o °s of Utas The lat hereon to of trite,. carrect anti accuraic " a o Ooi represcn%froi r f the p as determined t+ survey- t•tn 'i N {, u [ e 7 a e? - *P ti` •- impmvornootis an thin pP Cop�y encroach air ad3oe,•nr1 property, and U ® o c C� ula'ampucTleriiunta on ®dJanT trig i>ropaYi�P ancreach ata this pralSr ; •- c w o € (food pplain,ear�rding to Fl lnaof uran�ato Map, niunii or* 100 year •� p p edge of floor slob- . (. -10' Utility Easement 4$t?!11Cf1144;. C, dated July 2,..1900 -C � c 3 ( > tiullding roof & exterior wall i[ CL a co vol. 669, pg. 655 (plot) b a a - 80.9' tnf3 f3' ;nJJc ® V -i%i� �A ._..�.. _....�. a%��'. .f\`�.-ate` �O ..� ...v._. �OFi ll +i O .{� d transf. w .� S 45 2011 E `383.74 384.00 aired CL ' ( S 45°20'11"E - 400.75' (Lot 2) (matches plot) trarisf Omh S 5k2(?'11 E - 340. C' to ea e� eeae aeee '2s found 1 1�340.91� pint _ _ � r _ - _ DAVID R. YO F �o concrete parking lot 4 rhtaire Gnk emegar+rn m see ij� . Note; w/ cone. curbs fence � 10' Utility Easement 7� C4 �„ Buried utility lines were not r 1 I o Land TIt� e U rVe vol. 642, pg. 154 t located and shown on this plat. Lot 2 J eo c ,✓� � 'o There are no City of Bryan powertines on this tract. Block Seven Holdltch t.81 Acres ' Windsor 1 The easement to Humble Pipe Morgan l� e ct0 r League A-46 f I e Line Co., recorded in vol. 49. ` Point J o pg. 32, covers pipelines which College S to t I o l� Texas are not located on this tract. 7 25 YEAR 12ATED FlR9 R6LA55 A5PNALr DIMENSIONAL SULMLES V ASIC SHF.ATHiNS ATTACHED W 0.131 x 21s' .MILS 6" OL. AT EDGES AND 12' D.G. W FIELD r=;= I'NIIIINIIIII� LEGAL DESCRIPTION OF McCORD ENGINEERING SITE AND PROPOSED LOCATION FOR STORAGE BUILDING PROPOSED BUILDING TO BE DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING (10'x12') 25F2A-W Ft8H2bLW-ASPHALT DI . [AfAL SdiINGI E5 UTILITY ST+D c'h1aV1ALL Yi+r9P ami. F=H t-2-'-, R A I II.,1�1 s" r -III W 1W OR ' )d MNPAha -14 5GALTa U4' - I'60' -- AlTAGF ED NV 13131 x 222 60NtL#1LS 6- Or- AT EME5 AND 12- OL. M R VE Vit OF10U3A1511'ORGH YATJON Arlo Er 114' =1lO' v- i _ S._ , _ __. Z J.DAJ 2A110 11,1111MOK 4 DOCK NOT ..�■ a r ■L.■ M■■ u �a.u...■■_..� u■. ■ww■wliuuu■w�uu■Araw�l F JDA IU30VO9 GOAEUFTJAIES rO=O' Ufunr 5H RW I BY I VA3E DESCRIPTION - ,I. TWSE PLANS }VIRE PES16MM IN AGGORDAME PUTE1 THE 2006 INTERK4710NAL EiUIUM& CODE FOR. A TI&J-= 5WOND GIST OF 150 MPH. t lPfl+11 ta?AFONb 94r f30O1L __ t F1 FRI4MIN5 S V >XX e�� ��.�tINt'sv - _ _ : _ _ � r-nl slDuae OR �� s�wAt�r' IS KW D vAiE b1NE0 3120f09 SHIT f 8 M�1 I � UNLE55O5 [NPULRf'LEIN6 DRAM BYE JDA AT ET76E5 AND 112' 04C M FMD WI B sODO 50UliE 6d GEER 1dDAD Br�G A ITkti67 ell LA+R6d, ir.o sr��Racx raoav taGKGRY, KY 4705! Clam 131 FSG t I IO' -O' WIDE I II II DT - 05-4245 SCAM A5 NOTED iflIH08 FAST. 72T--524-12491 OPTIOidA-1 POWA &SY.ATIONS 1 � #212x4 AY 46 OL.--_WBe 15 OF 16 A' 6014MLS a 0_G_ AT I i SrANDARD ON iy ry I1 I] EDGES AND 12'0r,. 1N FEW -1 0x4 P.T. FLOOR JOISTS MXE5 AND 12' O.C: O4 HaD ( I 1212x4 AT AB OL. I I 1 3 V2' II I1 P� F1Z' 1=b F12' 1'-$ U2' P^3112` lel tE�NCIU3IL Flay EhaZ9A�MIpN�6�t 11-31/7 P@�t$ ' exp h E•, NVA i ION �tj�L 1� 7■ia1w'I/A ION P_T. I-YWMP DFZKIH Ot:117 A ON ca m L'' �► � 5GAL5 Ito = P-0' ,,ty . I I JDA 0{30tC59 Gr]DE UPRA'TES 4X6 P.T. SYP e2 IM17E SKID PP.T. FLYHOOP DECKINE' `- 496 P.T. SYP e2 H1510E SW ( 2X4 P.T_ FLOOR 101515 ( 10' I:L7LDHs65 I I OPHOWAL DOOR r �� 6 TH15 DRAtNM 15 NOT VAUD STANDARi7 OR ALL SIf05 51a01m S EEr STA71DAR17 ON All. 5HED5 AT WOR I6' OL. t MVLE55 SI W IN RWLE INK. 1 ( •-• - AND 7111 OW WT vet SOM vet Row ea e0 6AR60: 7W ?e516r�00KRQ1W HIGKrRT,K� "CL.Aal_ Af�'.ED Elf. i•. 7 i M LOGATiON5 ( FLORM W'M LE- AS i PFAAx t�-124 r ig Lti161i1' tiHED ttll+�Ll. r` !g"flht's U c-ro RO. ND: X76-00 4 C 18 +__U r. UTILITY ST+D c'h1aV1ALL Yi+r9P ami. F=H t-2-'-, R A I II.,1�1 s" r -III W 1W OR ' )d MNPAha -14 5GALTa U4' - I'60' -- AlTAGF ED NV 13131 x 222 60NtL#1LS 6- Or- AT EME5 AND 12- OL. M R VE Vit OF10U3A1511'ORGH YATJON Arlo Er 114' =1lO' v- i _ S._ , _ __. McCORD ENGINEERING BUILDING SW 6250 PEAK SW 6245 QUICKSILVER EXTERIOR WALE. COLOR CHOICES FOR THE STORAGE BUILDING WERE MADE BASED ON THE CITY OF COLLEGE STATION'S APPROVED COLOR PALETTE. THE COLORS WILL BE AS FOLLOW6t: • BASE WALL COLOR FOR ALL BUILDING WALLS: EQUIVALENT TO SHERWIN WILLIAMS' GRANITE PEAK (SW 6250, COLOR STRIP NUMBER 3) • TRIM WALL COLO FOR ALL BUILDING WALLS: EQUIVALENT TO SHERWIN WILLIAMS' QUICKOER (SW 6245, COLOR STRIP NUMBER: 3) NOTES: L STLU SPAGIN6 NOT OF EXEED 24"A6. 2. STLD SPAGI * 15 TYPICAL FOR ALL EULD1116 TYPES. 3. shzv-i AGNIG 1.1AY BEALm;!ED Fm LacmioN OF kiivom 4. STtx35 ARE PaXUW AT46'&G. UPrGAL a ND SWAFPI1,16 iS R15MARED DIS TO PLYMOD 51121W FROM TOP PiA7E TO 00Tl` H OF RIM J015r 6. SEE O0..t M SFLTiGN SHEETT5 FOR GOMFLEFE DEi'AILS Z J.DAJ 2A110 11,1111MOK 4 DOCK NOT ..�■ a r ■L.■ M■■ u �a.u...■■_..� u■. ■ww■wliuuu■w�uu■Araw�l F JDA IU30VO9 GOAEUFTJAIES rO=O' Ufunr 5H RW I BY I VA3E DESCRIPTION - TWSE PLANS }VIRE PES16MM IN AGGORDAME PUTE1 THE 2006 INTERK4710NAL EiUIUM& CODE FOR. A TI&J-= 5WOND GIST OF 150 MPH. t lPfl+11 ta?AFONb 94r f30O1L __ t F1 FRI4MIN5 S V >XX e�� ��.�tINt'sv - _ _ : _ _ � r-nl slDuae OR �� s�wAt�r' IS KW D vAiE b1NE0 3120f09 SHIT f 8 M�1 I � UNLE55O5 [NPULRf'LEIN6 DRAM BYE JDA AT ET76E5 AND 112' 04C M FMD WI B sODO 50UliE 6d GEER 1dDAD Br�G A ITkti67 ell LA+R6d, ir.o sr��Racx raoav taGKGRY, KY 4705! Clam 131 FSG -: a •, �r + IO' -O' WIDE I FUM17A 33171 DT - 05-4245 SCAM A5 NOTED iflIH08 FAST. 72T--524-12491 OPTIOidA-1 POWA &SY.ATIONS 1 � #212x4 AY 46 OL.--_WBe 15 OF 16 A' 6014MLS a 0_G_ AT McCORD ENGINEERING BUILDING SW 6250 PEAK SW 6245 QUICKSILVER EXTERIOR WALE. COLOR CHOICES FOR THE STORAGE BUILDING WERE MADE BASED ON THE CITY OF COLLEGE STATION'S APPROVED COLOR PALETTE. THE COLORS WILL BE AS FOLLOW6t: • BASE WALL COLOR FOR ALL BUILDING WALLS: EQUIVALENT TO SHERWIN WILLIAMS' GRANITE PEAK (SW 6250, COLOR STRIP NUMBER 3) • TRIM WALL COLO FOR ALL BUILDING WALLS: EQUIVALENT TO SHERWIN WILLIAMS' QUICKOER (SW 6245, COLOR STRIP NUMBER: 3) NOTES: L STLU SPAGIN6 NOT OF EXEED 24"A6. 2. STLD SPAGI * 15 TYPICAL FOR ALL EULD1116 TYPES. 3. shzv-i AGNIG 1.1AY BEALm;!ED Fm LacmioN OF kiivom 4. STtx35 ARE PaXUW AT46'&G. UPrGAL a ND SWAFPI1,16 iS R15MARED DIS TO PLYMOD 51121W FROM TOP PiA7E TO 00Tl` H OF RIM J015r 6. SEE O0..t M SFLTiGN SHEETT5 FOR GOMFLEFE DEi'AILS ENGINEERING ELEVATIONS AND STRUCTURAL SECTIONS FOR PROPOSED STORAGE BUILDING, PROVIDED BY DERKSEN PORTABLE BUILDINGS (CHANGES INDICATED IN RED) ED ■■m ..�■ a r ■L.■ M■■ u �a.u...■■_..� u■. ■ww■wliuuu■w�uu■Araw�l -- - BF -C -O' ui"171? 51W rO=O' Ufunr 5H N ' ,' 05H. 514EAT11I1Z WAaea ;, . t lPfl+11 ta?AFONb 94r f30O1L __ t F1 FRI4MIN5 S V >XX - _ _ : _ _ � r-nl slDuae OR �� s�wAt�r' 9110331 x 2Y2' 611 MILS 6' OL. ,l 4]Ifr P.T_ SYP x2 8 M�1 I � ¢ AT ET76E5 AND 112' 04C M FMD P*'EL ATFAGTW PV OAI x 2 AT EDl� AND 12.0j& H1 HELD � � ,�' .• PAREL ATTAGt-ED W AM x 2 -: a •, �r + IO' -O' WIDE I oUTSICE SKID ¢ A-3 Sfr M V4A" � r -- 1 � #212x4 AY 46 OL.--_WBe = A' 6014MLS a 0_G_ AT 2X4 5WDS AT 24' OL. SrANDARD ON iy ry ! EDGES AND 12'0r,. 1N FEW -1 0x4 P.T. FLOOR JOISTS MXE5 AND 12' O.C: O4 HaD ( I 1212x4 AT AB OL. I U'2' WIDE �ILDIIt55 AND 4 � 3 V2' P� F1Z' 1=b F12' 1'-$ U2' P^3112` lel tE�NCIU3IL Flay EhaZ9A�MIpN�6�t 11-31/7 P@�t$ AT 12.OR I6' Oor,.� exp h E•, NVA i ION �tj�L 1� 7■ia1w'I/A ION P_T. I-YWMP DFZKIH Ot:117 A ON ca m L'' �► � 5GAL5 Ito = P-0' ,,ty . I I JDA 0{30tC59 Gr]DE UPRA'TES 4X6 P.T. SYP e2 IM17E SKID PP.T. FLYHOOP DECKINE' `- 496 P.T. SYP e2 H1510E SW ENGINEERING ELEVATIONS AND STRUCTURAL SECTIONS FOR PROPOSED STORAGE BUILDING, PROVIDED BY DERKSEN PORTABLE BUILDINGS (CHANGES INDICATED IN RED) ED S. DIt4i2lS1ONAi QT,IGLES VIM3 L ftX4AL 94DAal E5 - /4-13 l -- - BF -C -O' ui"171? 51W rO=O' Ufunr 5H N ' ,' 05H. 514EAT11I1Z WAaea 7(� 0.56. SHEATHHO Arr. LNED t lPfl+11 ta?AFONb 94r f30O1L __ t F1 FRI4MIN5 S V >XX - _ _ : _ _ � r-nl slDuae OR �� s�wAt�r' 9110331 x 2Y2' 611 MILS 6' OL. : W OJIM x 2h' GUNMILS 6' OL. '--� 4]Ifr P.T_ SYP x2 8 M�1 I � ¢ AT ET76E5 AND 112' 04C M FMD P*'EL ATFAGTW PV OAI x 2 AT EDl� AND 12.0j& H1 HELD � � ,�' .• PAREL ATTAGt-ED W AM x 2 I IO' -O' WIDE I oUTSICE SKID ¢ A-3 Sfr M V4A" � r -- 1 � #212x4 AY 46 OL.--_WBe = A' 6014MLS a 0_G_ AT 2X4 5WDS AT 24' OL. SrANDARD ON iy ry ! ENGINEERING ELEVATIONS AND STRUCTURAL SECTIONS FOR PROPOSED STORAGE BUILDING, PROVIDED BY DERKSEN PORTABLE BUILDINGS (CHANGES INDICATED IN RED) ED S. -- --_.� - A-!2 - - - 2X4 5!'OP %Anus /4-13 l 2x4 9-10P ti1NLT N r-33 sm1n`e OR W �`�LaRT TRUSS 24' OL. - _ _ : _ _ � r-nl slDuae OR �� s�wAt�r' naoSs 24' Ct,C. I 4]Ifr P.T_ SYP x2 _ . P*'EL ATFAGTW PV OAI x 2 2X4 STUDS AT 24' OL. Y1+ ,�' .• PAREL ATTAGt-ED W AM x 2 I IO' -O' WIDE I oUTSICE SKID ¢ u 1i' G1NWL5 6.O.C. AT #212x4 AY 46 OL.--_WBe = A' 6014MLS a 0_G_ AT 2X4 5WDS AT 24' OL. SrANDARD ON iy ry ! EDGES AND 12'0r,. 1N FEW -1 0x4 P.T. FLOOR JOISTS MXE5 AND 12' O.C: O4 HaD ( I 1212x4 AT AB OL. I U'2' WIDE �ILDIIt55 AND 4 � 3 V2' P� F1Z' 1=b F12' 1'-$ U2' P^3112` lel tE�NCIU3IL Flay EhaZ9A�MIpN�6�t 11-31/7 P@�t$ AT 12.OR I6' Oor,.� exp h E•, NVA i ION �tj�L 1� 7■ia1w'I/A ION P_T. I-YWMP DFZKIH Ot:117 A ON ca m L'' �► � 5GAL5 Ito = P-0' ,,ty . I I JDA 0{30tC59 Gr]DE UPRA'TES 4X6 P.T. SYP e2 IM17E SKID PP.T. FLYHOOP DECKINE' `- 496 P.T. SYP e2 H1510E SW ( 2X4 P.T_ FLOOR 101515 ( 10' I:L7LDHs65 �` 9`, --•-•.- r �� 6 TH15 DRAtNM 15 NOT VAUD STANDARi7 OR ALL SIf05 51a01m S EEr STA71DAR17 ON All. 5HED5 AT WOR I6' OL. t MVLE55 SI W IN RWLE INK. r at Br •-• - WT vet SOM vet Row ea e0 6AR60: 7W ?e516r�00KRQ1W HIGKrRT,K� "CL.Aal_ Af�'.ED Elf. i•. 7 i M ( FLORM W'M LE- AS i PFAAx t�-124 r ig Lti161i1' tiHED ttll+�Ll. r` !g"flht's U c-ro RO. ND: X76-00 4 C 18 +__U r. A'10 IB' 60' IB' SW 02 -310 2b- bi r 2h" 10r -O' WIDE�Esrlp 96' 9FANDARV ON 30' 6fY' 30' Ir -2' NM ALL S IEV5 A6 P.T. 5YP 92 OLrr5lVE 5KiD W-01 OF: 0''2' rum a4r Wqg. Oriirr 51317STANDAQD UO ION ON H •-2' PORE 131.111.01116i5 AND CMIONAL ON UTILITYfSHED SECTION,t 2 JDA 2111110 1,111001-4a DOCK NDT 3 W HUE BUtLO1N65 JDA Ilf3fti09 COVE6Pi?AiiS A-2 50LE� U4' = r -O' A SCALE. 114' = I' -O' WV BY I VAATE VE9QaFnON THME PLANS, MERE DE516NED IN AGGORDANGE WITH THE 2006 IN93ZRATIONAI- EUILDING GODS FOR A THREE SECOND GUST OF 150 MPH. PIED S. CARD LL, PE. DBPKNN e11111DNM 11.115 DRAI•t1N& 15 NOT VALID DATE 512OID9 5H�7 MaIP 91m M U4LE55 516NW Ili PUME 1hIK DRAKE Bf. AI ABAtAAN 144fA FLQdPJDAa ISbOT 6EGrd6rAi 14241 IdV11�taA* 20338 L[A151A5lAP 3osaf} 1000 SMIN @ELGFfR ROAD tA.D6-A 1 LOT eN L+sKSO! 'rho HESTeRaax RWV HIGKGRY, KY 42561 _VA er FSG � app 8q& FLORIDA 337TI V010B 727.524-1475 871 ?33 4245 5�-+i+ 5GALE: AS HO■Ep N LA LIHAN 11106 TExASa',41o1i FASG -M-524-1249 UTILITY SECTION AND ELIEVATIONS 'Z--tg -•ta 1,40. NO. 536 -Dad 3 OF lb ENGINEERING ELEVATIONS AND STRUCTURAL SECTIONS FOR PROPOSED STORAGE BUILDING, PROVIDED BY DERKSEN PORTABLE BUILDINGS (CHANGES INDICATED IN RED) ED S. FBRAAA24 L N 2x4 S7W 1701,10LE 0 4X6 P.L. SYP 42 2x4 5W oU15we 5lu 24' 24' 24' 24' 24 STANDARD ON 11'-2` HUE MLDtld66 AhW CONAL ON AMA POR AIMOVAL 6T, MIZZ 5EE [45' DETAIL ws- 11h-9 a mvww !t4• = I=0" 5EE (NAIL 31A-9 ._ CITY OF COLLEGE STATION' I PROPOSED STORAGE BUILDING ON McCORD ENGINEERING'S BUILDING SITE SITE PLAN AMENDMENT, PROPOSED BUILDING COLORS, PROPOSED BUILDING ELEVATIONS AND SECTIONS - - - .McCORD ENGINEERING, INC. Texas Registered Engineering Firm F-2664 I� 916 Southwest Parkway East College Station, TX 77840 (979)764-8356 i. SCALE: DATE DWG NO. SHEET N04 AS NOTED 10-01-2014 1 OF 2 DRAWN BY: JOB CODE MEI -10960-1 REV. AH 0,1 �I tI �.{•�,f ,�' .• u $117- 31 V2' 3112' 3 r12' 3 V2' P� F1Z' 1=b F12' 1'-$ U2' P^3112` lel tE�NCIU3IL Flay EhaZ9A�MIpN�6�t 11-31/7 P@�t$ exp h E•, NVA i ION �tj�L 1� 7■ia1w'I/A ION JDA 2lifA0 YIINGOW d DOOR 5101 1 Fra 5GAL5 Ito = P-0' Ara U4 =1' -t?' I I JDA 0{30tC59 Gr]DE UPRA'TES REV BY DAT DESGIRMON THESE P1.AIG YOM 0E5101517 IN ACCORDANCE NTH THE 2006 INLTERRATIONA! BUILDI h1& GORE MR # TK' SEE SMON17 61, T OF 150 MPH. 5 ��, �.�. �� 6 TH15 DRAtNM 15 NOT VAUD DATE. 51a01m S EEr oC SFIED M MVLE55 SI W IN RWLE INK. r at Br pA WT vet SOM vet Row ea e0 6AR60: 7W ?e516r�00KRQ1W HIGKrRT,K� "CL.Aal_ Af�'.ED Elf. FSO M 14-3 FLORM W'M LE- AS PFAAx t�-124 r ig Lti161i1' tiHED ttll+�Ll. r` !g"flht's 1 c-ro RO. ND: X76-00 4 C 18 I! r. CITY OF COLLEGE STATION' I PROPOSED STORAGE BUILDING ON McCORD ENGINEERING'S BUILDING SITE SITE PLAN AMENDMENT, PROPOSED BUILDING COLORS, PROPOSED BUILDING ELEVATIONS AND SECTIONS - - - .McCORD ENGINEERING, INC. Texas Registered Engineering Firm F-2664 I� 916 Southwest Parkway East College Station, TX 77840 (979)764-8356 i. SCALE: DATE DWG NO. SHEET N04 AS NOTED 10-01-2014 1 OF 2 DRAWN BY: JOB CODE MEI -10960-1 REV. AH 0,1 �I AREA FOR APPROVAL STAMP PT JEST K6 P.T. Ow RAP'TERIM ..: ''-�6 P.T. 5pD r 70V PLATE EACH SIDE OF IJCEE FLOCK 3' MOUG 5, CAN BE ON 6' LOM 2x4 SPLICE BLOCK 5r THE SAME SIDE OF THEE .:'•4R` � �'� EACH SIDE OF SKi? FASTE#EP -;: T=AGII SIDE OF SPLICE Ott MALL FRtiVTD193 71 -:EY ice' r4 SNP50N N-3 AT EACH SIDE OF KIM T6d NAILS 14 EACH SIDE: OF SKID FASTENED ARE GONFISURED A5 _ STAGGERED TOP A�1D 730TTOM 1411M Ifid NAILS lfi L OR L 57U EACH JOIST ATTACH MER STAGGERED TOP Atli? B=0K HTIZRIdAR TI' INSTALL ; -di S+fiUQ hEWr1FAOTtA�RS SPEGHFIGATKJNS liJ F011lE RI11Cf THE LDAlF • +a. 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CIIBRIWELL 9 59100 j h4 �►ehSm���s A-11 OCi'FA5 20 GA STRAP GETfAS • 3 U2' 3�' PLYINVOP FILLER 0Pnm#kLFORGHFLA+S 112' E 112' U2' GFrkMLFDIMHme1tATOS A-15 WTI" (qa l6d Mb 112' 2" 112" Aittt'1+ TGRAL FWN GETAIL5 NAILS PLAOW ON EACH STUD 1 it2' U2' iy I cV A q ANCHOR + DITAIL SGA1 E. sLr� NHFJ Va 80WER. 3 05TAIL 2 DETAIL A -q SGi4LE7 9` = P -D' , A 9 SCALE 3' = 1Ev W54DER DETAIL SUIT. 3' = r -Q' 2 .VAI 2111110 NIINDaA 9 DOOR Ito I .TSA 11130"q CDOE LPDATES R+:1t 6Y DATE DeGRIPTION MPR TWSE PLAIDS "ERE DES!"M IN AGGOFWAWGE MITA THE 20OS RM;RM'noNAL eUp_DiN6 GODS FUR A (THREE SMt7NA 6UST OF 150 144bq 6EURGIA111424! CARDid ILL, Pp Fled*i5fsfl7 iOCIOSlMMSELCHERI" Irl DG-AIVW:Ii LAQGU, 1.01% TPP1E 05 FLORIDA '33711 TRF�iASt 5 0011lO 9 FAA 7VOIGE'27 524-1249 5 D110ME BRULDIffas M pF2AY11tNO PtZ p%z17 FLX1 UNLE% SlehEu TG6f�57 OKRVRD eltkoRT,KY#2051 eri-�3-93f5 DETAILS 15 K9T VAU7 DATE: slzvlOa SHEET IN PIWLE iNIK. DR7SNFJ BY. DA ,( GIiLKFi16f: FSG if 3 ' SCAVE: AS KCITED !�'1 YHA, tKJ= 5:;6-OQ3 If) OF N3 Na 11� a ''Offis DIRKSONN "Oak U liiiiiiio R 'W'RmpT- 160 WESTBROpK ROAD HICKORY, KY -4205I -� 150 MPH PROPOSED BUILDING TO BE DERKSEN'S Z METAL PREMIUM UTILITY BUIL TNG (10'x12') GENERAL NOTES: STATE OF TEXAS L S7RiCRIRE DESIGNED W ACOORDME NTIN T1••,E NIERNATIOWL EUwm CODE "icj�s IGAt CRI dl .1t8G 2QOb COO 2oQR, 2_ ALL MATERIALS AND LABOR STALL BE. W ACCOMANICE MITH THE ABOVE COM AND ALL OTMZ APPLICABLE LOCAL CODES AT TIE TIME OF MAMFAGTtARE. 3: HRITFEN DIMENSIONS TAKE AGE OVER SGALED 1$ME NSON5 4. HARING GLA551FMATiON I5 TO BE RE51DERTiAL LAM 5TORASE ONLY. THESE STRWILRE5 ARE NOT VE516NW FOR HABITATION MD W NOT HAVE TdJt4 M NATER OR SAHITATiONSEIZ% GS. TKf ARE DESIGUD AS UR UTY SHEDS TO STORE LAMN EO64'MENT SUGN AS 1911EEL BARRON% 6ARl3ET+lltkrT SUFPLIE5, FLOMBR PUM AND CARDBOARD BWES NTH VARJOIIraSMALL ITEMS. 5. S17RIJC71 5 ARE DESIGNS, TO AT%TMV A 3 SECOND 01JR OF 150 MPH P%W. 6 TIT: FORVATION PLAN 15 A. SH'ARATE SET OF PLANS FOR VE AFPF4VAL BY LOCAL M DOPA HESS 7. ALL BUIL 'JM HAVE M YEAR RATED FIBERGtA551 ASPHALT SFINSI F5. 8 FAL STUDS AND RAFTER 1 Tx71J56 CHORD5 ARE 2x4 SXP. *2 EtIr r AS NOTr�. q. ALL EI(TER10R MATERIAL IS FRESSI&E TREATED. 10. ALL ROOF DECKING 1511 0r-+& 11. ALL 51DENS 15 ifs' P.T. 3-111 PLYI400D or %' 5MARr PANEL 12. ALL FILOOR JOBT5 ARE 2x4 OR 2x6 P.T. 5.YP.112 AT iG' OR 12. O. - 1. My VELAOt1Y 61HIMET INDEX SHE(=T FNNISR SHEET 'InUZ 2 511W iMP•ORTANCE M BAA.DINS GATESMV 4. NW FXPO ME 5 Wr- FRESMI E GOEFFICGHT 13ML09URE GLA551FIGATW4 7 BASED ON NEttiNi', 8. A6 q GONPOtI@fT5 ` ROOP LO" - ROOF LOM GUM %IU A-1 FLOM t FUXR FRAL•I1HS Ft +515 A-2 UIILnyWc 1GIi AN7 ELBMTIOH5 A3 Urt.iiY WM MI. FRAMW A-4 RA24 t FLOM FRAH116 FL&45 A3 6'187 5131 A-6 eARN ELLS - a S A-1 FLOOR i Fl.a'AZ ERAF'I10 FLA16 A-5 CIMAM sGTMW *V E.EVAME Aa DETAR5 A•b l r7•T. AILS A-11 OCi'FA5 A-12 GETfAS A-5 0Pnm#kLFORGHFLA+S A44 GFrkMLFDIMHme1tATOS A-15 wriom PDFLN umas Mb OFF W4- WRCH DETAILS Aittt'1+ TGRAL FWN GETAIL5 1. My VELAOt1Y 11 ISO KPJIL 2 511W iMP•ORTANCE M BAA.DINS GATESMV 4. NW FXPO ME 5 Wr- FRESMI E GOEFFICGHT 13ML09URE GLA551FIGATW4 7 BASED ON NEttiNi', 8. A6 q GONPOtI@fT5 ` ROOP LO" - ROOF LOM FACTOR OTI 1 1: B t 0.16 ewLO.,-La3 i5' FET NO GLADDW6 :4) -214 P5F *11 -44D Fr.. -F - ROOF LOA77 -19ALL LOAD tZOtE - WALL LOAD f7OFC 10. FLOOR 17EBMN LVE FLOOR vmle N DEAD 11. RGOF DE51EN LIVc N=;J•J -&bb FSF 44) -39b PrF 450 -414 F5F LQAD 50 PW LOAD 15 P-511 LOA17 20 PSF ROOF DESIGN DE06 12. n'LL MBIC44 Di�& LOAD 10 F5F LOA* 10 F ---e 13. TIiUGTIGPE� V 3 Ia 6UTk?7i6 OCL( 15. FiRE RAMNS EYT.i� 16_ ALSf918A�E NOrom" i7. Ti E GONRRAGTi7,�tM7�hUrAGTLRI;2 oomwr wTH ALL!mE FOLLOV" GOOM aGY a 5T©7iAbE 5'rEI3 RVA GF moms 1 HIM REt+15m Or TIE � �`T .• - .• .: +a - H1rE NAT1oNAL Ns -DING Qve -2006 • : ws. i r n 5. ALL EXTERIOR HAILS ARE 70 BE ZING GOATEt7. SITE INISTALLEV iTEM5 W VIAT8 AM 2MENTS + ry �, ♦.a. 14. ALL FLOOR D5=% n % P.T. PLYMJOOD OR 2 NORE THAT THIS LIST DOES NOT 16CESSARLY LiMRr SHE LTEMIS OP NiORK-INtF�Nt,T1oHAL GHtttIGrN_ G0 - 2OpG t taNl # LAYERS OF THE SAME. . AMD MATERIAL5 THAT MAY Be REQUIRED FOR A COMPLETE INSTALLATbtt ATE W157Bins 15. ALL SKIDS ARE 4x6 P3. RATED FOR C -ROUND ALL SITE RELATED ITEMS ARE SBJeCT TO LOCAL .11MIGTTON -UFfi ST AT7oHSL MrB t�OE _ Z00Cr CONTACT. APPROVAL. YrfST 16. ALL WINDOM RIITiM 24' OF DOOR51 AND ALL GLASS 1. TIE COMPLETE FOU NDAT ION TIE-i70M 5Y5S TEM BELDA KIDS - REFER tFREF ST4ALATE ^MaIf5 Cf;DE IH DOORS SHALL BE SAFETY, TFC• OR AGMIG TO SEPAMTE ANCHG12A.fa PLA%. - 2 DA 2111110 191NOG" 7: DOG. NOR FLASTIG SHEET. 2. RAMIPS� STATi r, AND OCL ACXEs& TO THE ETU WHO-ADAA6, -X04 1 .IIA UI30107 OWE UPDATES 3. ELECTRICAL SERYME HOGKIP MMMIND FEEDERS) TO THE E UILDIHG: REV BY DATE DE6RU'tiON 7HE5E FLANS 1"huRE D 5i- I6tev IN AGGORDAWE ftTIi'' THE 2006 MTERNAT30tN L EVILDIN6 GODS FORA T fRM SECOND GMT OF 150 WK �. 0ARDIEELL, P.M. OMKWN $UILIm V% DRASVI JI515 NOT VALID DAZE: W2010 ,MEET ALA�3AMAA [498rL RLOW]T4*TOOT � XXROAD i1NLF55 516 11:19 IN PURPLE INK 1000 SOUTH REL6110Z ROAV DRAM 8Y: 615096IAA 14241 AJDUittA* 203 5 B Dy -A f Wir on LARGE a•FtLTTr6r_ HZKM , KY 42M IRAc15l*5pkp** bqo FLORIDA 53141 871-t�•4243 ., _ _a . ,a E6rtR L_I7 100 F T s1 -11 qT21-1,24-10� SCALE: AS NO AM SHNET �- t�-Ae � 140. hu - CITY OF COLLEGE STATION PROPOSED STORAGE BUILDING ON McCORD ENGINEERING'S BUILDING SITE CONSTRUCTION DETAILS - McCORD ENCINEERINC, I' C. Texas Registered Engineering Firm F-2664 916 Southwest Parkway East College Station, TX 77840 (979) 764-8356 SCALE DATE: DWG NO. SHEET NO. AS NOTED 10-01-2014 20 2 DRAWN BY: JOB CODE MEI -10960-2 REV. AH - 0 il m m CD CD m N 0 C3 I— N C.1 u z a m W f/i 21-1 aG W 0 O W N 0 N a N m N 25 YEAR RATED PlBER6LA5S-A5PMALT DIMENSIONAL SHIMLES 316 0.5.8. SHEAU11,19 ATTIACHEP HI! 0.131 x 2;!a' GLI NAILS 6' Of. AT E1215 -M AND 12T O.C. L9 FIELD r-� UMITY SVED E11D ALL /-� Pit OPTIONAL PORCH f w T-nk simir, OR • t,. TS mT PA A-14 SCALE. U4' = P -O' ATTACHEIR kYt iJ:t31 x 2Y2 611NNA1LS 6' OL. AT 1 D6E5 AND I2' Of. IN PROPOSED BUILDING TO BE FRISED a ALABAMAE 144b9 G6p(dSfAa 14241 � � U11LUT SHtD 91PE PV OrMakL PORCH f n6%M1yFgrTlrJN 2-14 SGW.E& r14' -1'-O' L 2 +VAI 210110 PMI; na DOOR NOr k .JDA IIL301fl9 =E:UPf2wcs tREV I EW I VAI€ I GrSCiRiMON T1€SE'PL}NS ]"ERE f3ES16.�lED IN A660RDA SE 100111 THE 2oob WTER!'AMONA:L BUII Dlit6 CODE FGR A 73VAM SMOW GUST OF L50 HpR 20 LL, PA. VER01214 BUILDINGS& THIS DRANINt3'15 Nor VAUD OU J>Lv 90)' UNLESS 516WM IN PURPLE UK 930 mdd' Sam SEWER. ROAD IGf7 hIQ4E5iB. Kir 4 01 M 54& FLG01 4 f _N a11(1�£tGp, �BtGK7-13 KY 45 j34?3 T-I.GftIDA 31}771 87r �Oe-4295 O I"721524 t34913 �PYiC.}�!`%L P�iRCM SLUVii�YICI11rS �-{�-its 1' SHEET # ,.f L -14 14 !moi "'T 15 fJF IFI DATE, w2woq DRAM M .IDA GEOTO BY. FSG ' A5 OTED Yr,T.1. NO. 536-003 -003 STAGGERED TOP AND BOTTOM[ J URMINb SKID PROPOSED BUILDING TO BE DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING (10'x12') LL C2 m m H In co CD CU co co ti 2xb FLOOR J01515 51fP 92 AT 16' D.G. On. 12' OLJ AT MRLN AREA 2x6 FL40OR JOISTS STP 112 AT ib' OrG. (OFT. i2' O.G) AT PORCH AREA-, it 12 2 +� (21 el}tb P.T. 2x4RIM 571ST 1' EACH SiDE OF SPLICE ON 2-15"It'..-Muze254 VERTICAL 2 x4 v�1GAL ■ • • , • , � t t � INSIDE SKIDS STANDARD W 4X6 PSYP.O2 �o,�b — formerly — SKIDS STAGGERED TOP AND BOTTOM[ J URMINb SKID : 4%rk YPIGAL RDrc: ON ALL 5112205 cayP q2 c�, a ­2X4 RiH.1015 _ _ a DfF9tts's7fFFU� Gfl(IUG-LF5 O EITHER THE SIDE WALL OR ENDMLL DoagS A- 1 2167 Post ,Oak Circle 141 ARE TOTED TO BE IN BOTH EdDPIALLS OR 2xb ROOK JO15T5 METAL DRIP EDGE : k LAND SIDE WtL IF FowES'TE.O BY7Hhtr1 �4 air Gond. units I?C+OBLE 36 .X.USTS AT SYP $2 AT 16' O.G. p3 •�'��•`' 14 ij- 2x4 DOLULE TOP PLATE H THE 2x4 5TUD 0 40 80 Feet lall:LL TO FORM ITU (U (OPT. 12' O.GJ ! r :r 3x6 FLOOR JOISTS f f s ST2 (2j 4X6 P.T. SYP 02 OUT55DE 4 2x4 FLOOR MIST FOR _ - - -- =$ A-5KIDS SMART PpNEIL ATrAr-HB I AT I6' Q�.. (OPT. WOO a 51!#-402!113 ON N-2" MDE A- MKIh1Er W`PGRT � °ys l °! LuDOME 2x& JOISTS AT i+ ML k�ILDW55 AND OFnaliki ON [a ¢ 21tiAo iiwpii t nxR NOT A� SGdU.F.. 114 - k=O' i JDA Of3fl104 a TO PORCHW (Q 2K4 FLOOR H7DE 6UIL hy-,S A- DATE DESGRIPi1tAH MOM CODE FOR A WREE SEG NI7 GUST OF I5t? k�IPH. JOIST FOR DECKING 5L'Pmw 8-d' F TIDE 1,10M FR1iM1116 FLATi {51 FOR UTILITY 611106 W1 OPT, PORGH - O R 10-W OR n-2' WIRE FUMR FRAM43 PLAN �T DATE, 6120/0`! DRAM �� — r2_1\ FOR Y S#dIRDS W/ OPT. PORC tr5 5G&r. Ilfr r r.0' GEORGIAN 142 0 LO�J� I51Al�T4q 2 98 MiSSSY N M5 VLOS-A IR DA1 Mir jqI UWG-O, U15 ORT -I -UTI'Ll, PROPOSED BUILDING TO BE DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING (10'x12) ENGINEERING ELEVATIONS AND STRUCTURAL SECTIONS FOR PROPOSED STORAGE BUILDING, PROVIDED BY DERKSEN PORTABLE BUILDINGS (CHANGES INDICATED IN RED) � r 1' EACH SiDE OF SPLICE ON 2-15"It'..-Muze254 VERTICAL 2 x4 v�1GAL Joe Orr, Inc. �o,�b — formerly — �. �STId75 AT 51D1h1G SM05 AT 2,V STAGGERED TOP AND BOTTOM[ J URMINb SKID : 4%rk YPIGAL RDrc: n surveyors & Engineers_ 14MOY6 AND MORS MAY BE Wr-ATM. IN _ a DfF9tts's7fFFU� Gfl(IUG-LF5 EITHER THE SIDE WALL OR ENDMLL DoagS A- 1 2167 Post ,Oak Circle ARE TOTED TO BE IN BOTH EdDPIALLS OR 4 METAL DRIP EDGE : k LAND SIDE WtL IF FowES'TE.O BY7Hhtr1 �4 air Gond. units College Statio�t, 77845 ORAL DOD D p3 •�'��•`' 14 ij- 2x4 DOLULE TOP PLATE H THE 2x4 5TUD 0 40 80 Feet co s fh sewer cleanout fire hydrant 2294 SOLE PLATE SHED S. CARD4lQti -_ _ - - -- =$ SMART PpNEIL ATrAr-HB I �--• ip P.T. 4x6 POST t0 flBL 2x9 TOP ►CYO:ANDD=2' I1IGE FRAMING PLAN, PLATTO 70P QF 4x6 � °ys l OL. AT EDGES AND 12'0.6. �p��q .IDA POST 1 t'S:t1� UTILITY* �� �! T. ���iAT9 2 21tiAo iiwpii t nxR NOT A� SGdU.F.. 114 - k=O' i JDA Of3fl104 200E UPDATES REhf t3Y WtE PLA1s.s` NeRE vMsNW IN AGGORVANGE MIH THE 2006 INTERH ATIONAL. DATE DESGRIPi1tAH MOM CODE FOR A WREE SEG NI7 GUST OF I5t? k�IPH. FRED & CARDWELL, P.E. DER N BUILDINGS , M° K � TMS DRANNG 15 Nor vAE iD UNLESS 516NED IN PURPLE INK �T DATE, 6120/0`! DRAM �� — AI ABAMAa 144bq Ftr�Lxlt 1:• Lsb07 lova saint i 1GJE^R ROAD GEORGIAN 142 0 LO�J� I51Al�T4q 2 98 MiSSSY N M5 VLOS-A IR DA1 Mir jqI UWG-O, U15 ORT -I GITfJ R BY, - _IDi4 1 aG � 1 R CJ W Wits IR05 VOM 127-524-Ig05 . tv ❑ tronsfAransformer win cable tv pedistal on pad water meter ��I OPTIONAL PORCH PLANa Tr A3F 5,§Oo FAx, M -524-1M � �C-ro NOTEDAS Tao. w�: 14 of la PROPOSED BUILDING TO BE DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING (10'x12) ENGINEERING ELEVATIONS AND STRUCTURAL SECTIONS FOR PROPOSED STORAGE BUILDING, PROVIDED BY DERKSEN PORTABLE BUILDINGS (CHANGES INDICATED IN RED) in ru 18 •!'O VV -' _ 38 .09 fences ` '` Il that certa€n :trod I of land n aM beingsituated In the the Ito n i sctsir uo A&�troet Mao. 46 In Ccdls Stctiarf f�maoa I UMPSE14L Gaarn#sr« h�ceti�, Wing a pact of Lr�t 1 €n Blrick 5r�ver� of Sauthweat "a Ll fh _ area a Grossing !?itosa iftneo addrtlon to tho City of `college Stittlon. "Texaa., ____ s e -, _ p _._ � e ___ Ip elescdbcd:by-plot moor Texas Volume,taf9; Pogo fsa ;of t#ta s f(i at i — --- Iieoorzie:of 9euaosm Cauitiy..Texas: brain -4 the Same load aan'.'oyad to v 15' Utility EcISETTTIent waterline SA_ Halditclt and I acTates, Inc by'.deed rgr.ofdod In tlalunte 853, Ci vol. 669, pg 655 (plat), blowoff 5i1 342: of thn'filfficial Raearcirx of (3rtszart Catlrrty, Togas. and txs€ste concrete driyt ital'ffi (sarticuhsriy dcaeltbad -,ai (6119sfiir: �cancrete jtncking tat Beginning at.a 1/2' Iron rod founif In the r:4utti Ilne asf Southwest : : W.f CanC.-. tttflit _ _ oy and 2" irt Block win - so Soutliry R o tnpmer of Lots e1 tsen 1r f iron w add t#os tcund S" 42° " t'. _ 249.77 fde2 of ttT® most; westerly cs carstar of aha said Lot 2 and a 1rr'` Iran rod was"friuttd 4� i0" 11" E 4f fleet of flta mo'ft actsterty exirsier.of the C ncreie-1 ., �, said Lot z concrete sidewalk rvo� ay - t Thence S 45' 20' 11" E - 383.74 feet along the One between the FIR J lca 0 tl v acid Late 1 and 2 to a 112' iron rod found at the most southerly two/c Q O comer of this tract:, c tea tB.IT' N oThence N 44' 41' 58" E - 205 81 feet through the add Wt 1 to a buildin roof do exterior wall ( concrete parkinglot 1/2" hoar rod found at the most easterly comer of this tract; v ( _edge of floor slob 8 w/ con. curbs I N ilronce N 48' 18. 48' w -38409 feet cantinai� through the sold w • W Ent 1 to a 1/2' Iron rod found at the most n i IC 5 S.A. Noid�tch and Associates, Inc. o , t t� northerly comer of this t - 1.82 acres. ;(called), m to �' ©l. 953, P9. 342 ! ti 7harce s of 3s' Or so heast2D5.9L feet ab the Pott yoirthweet One of e • ,, o :� m alae said tat i and the southeast Line of Southwest Parkway to the o � ZD 6/ ..1 { V r •1 1!'ohtt of Beginning and contalntng 1.81 acres of land more or leas. ECL o l� `P®(l ®f L® 1 } grate storm drain o Ip Q u7 v ai, covered fine -Story Office Buildingj inlet 'Ip outlet pipe ' IS� entry °' - 900 southwest Parkway East - Z y 1, David R. Ntayo. itzglstered-ProGessEostal .Enna. Survoyc,r. ntxrtstsa€ 1475: m V Y Cr ' • o rn r_ x'a irr tiss 54cstd : of Texas, do hereby csrtrfY that; E haws, #Iiia dot4# " ? a U 9p tdcry ?, 2f362. sltadm o eafeftil'and accutvie urvo an _ilia ground rn� a oP °f this property. Mw plat hcraon Is a title,. correct t4iid accitrtitc SW 6250 GRANITE PEAK raiprrtotlQ t of thn prr�periy o clercrm€neii lrir surer Oto = O ad ;. O Irtipn7vz,r„antea an this property arrcraoch on gdpoiri,ng €irt}, anti 4 m o u� nes frxrpravaillorrta an adla nitt{L ptaperly encrai ran this pr3prirty, . 0 6 except epi ah ,situwn. MIo port crf thio property limy .r.ithTn the T(tq;.year edge of floor slab t€oodactiording to Fiaod Inouye_ isc mots ItoF nurnr c ; I tiailding roof &exterior wall 10 Uttlit Easement +d304iCo14 t C, doted Juin 2; 12; y 1 'covol. 669. pg. 655 (plat} 80.9' j$:q' �n .: co rr s •� transf— --- --- -ic �- — — Q _ �•�. - �5O � _ - ..83.74 (354.00 deed �- rneter. �, I ti S 45*20*1 VE - 400.75' (Lot 2) (matches taloa} tronsf: S �r5°21 '1'1 E w 4t}:i t?' to: Ornh found 1 21 IR (340.91' ot Ana of (t concrete parking lot--se°yelink DAVID Note: w/ cone. curbs -{,Ciro fence em°ooaa . Buried utility lines were not m 10' Utility Easeent Lot 2' t I a located and shown on this plot. Land Title Survey � vol. 642, pg. 154 e �: � ®" There are no City of Bryan a powerlines on this tract. Block Seven H o l d l tc F h 1 1.81 AcreS The easement to Humble Pipe Morgan Rector League A-46 Line Co., recorded in vol. 49, pg. 32, covers pielines which Pointe a are not located on this tract. College Stci.lonr Texas LEGAL DESCRIPTION OF McCORD ENGINEERING SITE AND PROPOSED LOCATION FOR STORAGE BUILDING LID to CD CD m co rti N CO2 r3 z m m z W N Y ac W a a_ LL 4 v Q CM0 N N I m CIA 2X4 PT J17,5T r-06 P.T. Sti10 w - 0{, 12r OE-, 'LOM 2x4 SF1.IGE VWCK 3' EACH SIDE OF SHME ON EACH SIDE OF 5KIV FASTENED -SIMPSON N3 AT EACH SIDE OF kHHI rbd NAILS I4 BACH J015T ATTACH PER 5TAOSERED TOP AND T3 MH H:4HIFAWLIRER'S SPECIFICoAT1ON5 G�riO HAL �'iiLDiNra SJgD 4 ft���l� 2x4 SHOP BUILT 7IW5 AT 24, O,C. 25 t'EAR RATED FIEERW_,V56- ASPHALT 0118MHAL Sk11h16LC� IV OaD. SJEAMMS ATTACKED W o.131 x 2& 6bimAiLS b' QJC.. AT EDSES AAD ne oL, nj I 2' x 9• TIMS5 PLATE BY ALPINE KETAL GRIP EDGE 296 RAFTER A Ix4 PJ. FASCIA 1'10(rJ COW x 3' GLTIHAILS INTO 51I9P5aN H?S EACH 7TtU55 AT 24' O ".11.5 INTO ' P.T. PLYKOW SOFFIT M (2) � SIMP5ON SAW (51 Si71D AND TOF 013W X 21SIIw MIA RIO 8d NAK[S K O EACH THE d� 9?E 7Le'hb �J 04311x3• rj 9TIV AW TOP PLATES itfi --- -?& ,+ FLA7E iNTO EACH ii2FJ5rs D 2� OrG. +r ,.•• (3) OA4, x 3.6 us, FROM TOF 2x4 DaBLIE PLATE INTO EACH 51UD----� TOP' PLATE MR- V . • ' •� art' T-91 SIDING OR, �• 2x4 STNV % {r1i�j fYWET'4,,,� SMART PANEL : �C ATTAGHED Pk+0.0 x2Jr mK4&s 6, Or - AT EDSE5 AW 117 OL. UrAM 2 P F It 4`S'�10#JAt r IN FIELD �� 9'-1=0• III A-. L14 DMIGNED IN ACCORDANce WITH 7me 2006 WTERfii PIS? S. CARD ELL, P.M. D�Ic��i surLDiN l+IMCA NEP RAH GW AhTAa 1421 F1 ORiDAA 410 T !OC 0 50Unk BEILZHER ROAD 76o YE'SILg3= RMAV GE4RFi1l�}!4241 INL�U15r A �& BLDG -A t LNI Ail LARGO, HZIUN Y, LY 420M ,�2pp FLORIDA 33TTi NI _IFG4�L s�iL{Oti V01G5 •127-524-igCS e � 3E%r45> 59fOD FA76 721-524-1249 k' [TAILS 11 McCORD ENGINEERING BUILDING SW 6245 QUICKSILVER EXTERIOR WALL COLOR CHOICES CES F OR THE STORAGE BUILDING WERE MADE BASED ON THE 'CITY OF COLLEGE STATION'S S APPROVED COLOR PALETTE. THE COLORS WILL BE AS FOLLOWS: • BASE WALL COLOR FOR ALL BUILDING WALLS: EQUIVALENT TO SHERWIN WILLIAMS' GRANITE PEAK (SW 6250, COLOR STRIP NUMBER 3) • TRIM WALL COLOR FOR ALL BUILDING WALLS: EQUIVALENT TO SHERWIN WILLIAMS' QUICKSILVER (SW 6245, COLOR STRIP NUMBER: 3) P.T. SM / 7 t?LATE5 GN VLM 2x4 SPLICE BLACK 3` 1' EACH SiDE OF SPLICE ON Le gend Joe Orr, Inc. �o,�b — formerly — STAGGERED TOP AND BOTTOM[ J URMINb SKID : r3-\ 'S!'� _;: surveyors & Engineers_ �e Hugo o H. K re n e k DfF9tts's7fFFU� Gfl(IUG-LF5 40' -" chain-link fence fence 2167 Post ,Oak Circle 2.00 acreswoopcket ; METAL DRIP EDGE : May 2002 ° = air Gond. units College Statio�t, 77845 ... �-.,� vol.289, pg. 557 2x4 DOLULE TOP PLATE H THE 2x4 5TUD 0 40 80 Feet co s fh sewer cleanout fire hydrant (979) 690-3378 571tD -_ SJ(1' T-01 SIM% OR V SMART PpNEIL ATrAr-HB I �--• ip light pole (public) OL. AT EDGES AND 12'0.6. IN FIELD 8eotings are based on the four iron rods : 1p light pole a found along the southwest line of Lot 1. and ®inn sewer manhole i the final plat recorded in vol. 669, pg. 655. ` tel telephone pedistal . tv ❑ tronsfAransformer win cable tv pedistal on pad water meter Lot 1 Southwest Crossing __: cM found a Block Seven Phase Three PROPOSED 8' TALL WOOD FENCING ``- ENCLOSURE WITH WOOD GATE �a I tete (Eco r vol.vv�, P9. 6eJ� ` aPROPOSED LOCATION OF 12'x 10' ` mh \ (N 45020111" W - 384.t}0' deed) t' ac do ` PORTABLE STORAGE BUILDING ` ! o . , woad °\� Property Description in ru 18 •!'O VV -' _ 38 .09 fences ` '` Il that certa€n :trod I of land n aM beingsituated In the the Ito n i sctsir uo A&�troet Mao. 46 In Ccdls Stctiarf f�maoa I UMPSE14L Gaarn#sr« h�ceti�, Wing a pact of Lr�t 1 €n Blrick 5r�ver� of Sauthweat "a Ll fh _ area a Grossing !?itosa iftneo addrtlon to tho City of `college Stittlon. "Texaa., ____ s e -, _ p _._ � e ___ Ip elescdbcd:by-plot moor Texas Volume,taf9; Pogo fsa ;of t#ta s f(i at i — --- Iieoorzie:of 9euaosm Cauitiy..Texas: brain -4 the Same load aan'.'oyad to v 15' Utility EcISETTTIent waterline SA_ Halditclt and I acTates, Inc by'.deed rgr.ofdod In tlalunte 853, Ci vol. 669, pg 655 (plat), blowoff 5i1 342: of thn'filfficial Raearcirx of (3rtszart Catlrrty, Togas. and txs€ste concrete driyt ital'ffi (sarticuhsriy dcaeltbad -,ai (6119sfiir: �cancrete jtncking tat Beginning at.a 1/2' Iron rod founif In the r:4utti Ilne asf Southwest : : W.f CanC.-. tttflit _ _ oy and 2" irt Block win - so Soutliry R o tnpmer of Lots e1 tsen 1r f iron w add t#os tcund S" 42° " t'. _ 249.77 fde2 of ttT® most; westerly cs carstar of aha said Lot 2 and a 1rr'` Iran rod was"friuttd 4� i0" 11" E 4f fleet of flta mo'ft actsterty exirsier.of the C ncreie-1 ., �, said Lot z concrete sidewalk rvo� ay - t Thence S 45' 20' 11" E - 383.74 feet along the One between the FIR J lca 0 tl v acid Late 1 and 2 to a 112' iron rod found at the most southerly two/c Q O comer of this tract:, c tea tB.IT' N oThence N 44' 41' 58" E - 205 81 feet through the add Wt 1 to a buildin roof do exterior wall ( concrete parkinglot 1/2" hoar rod found at the most easterly comer of this tract; v ( _edge of floor slob 8 w/ con. curbs I N ilronce N 48' 18. 48' w -38409 feet cantinai� through the sold w • W Ent 1 to a 1/2' Iron rod found at the most n i IC 5 S.A. Noid�tch and Associates, Inc. o , t t� northerly comer of this t - 1.82 acres. ;(called), m to �' ©l. 953, P9. 342 ! ti 7harce s of 3s' Or so heast2D5.9L feet ab the Pott yoirthweet One of e • ,, o :� m alae said tat i and the southeast Line of Southwest Parkway to the o � ZD 6/ ..1 { V r •1 1!'ohtt of Beginning and contalntng 1.81 acres of land more or leas. ECL o l� `P®(l ®f L® 1 } grate storm drain o Ip Q u7 v ai, covered fine -Story Office Buildingj inlet 'Ip outlet pipe ' IS� entry °' - 900 southwest Parkway East - Z y 1, David R. Ntayo. itzglstered-ProGessEostal .Enna. Survoyc,r. ntxrtstsa€ 1475: m V Y Cr ' • o rn r_ x'a irr tiss 54cstd : of Texas, do hereby csrtrfY that; E haws, #Iiia dot4# " ? a U 9p tdcry ?, 2f362. sltadm o eafeftil'and accutvie urvo an _ilia ground rn� a oP °f this property. Mw plat hcraon Is a title,. correct t4iid accitrtitc SW 6250 GRANITE PEAK raiprrtotlQ t of thn prr�periy o clercrm€neii lrir surer Oto = O ad ;. O Irtipn7vz,r„antea an this property arrcraoch on gdpoiri,ng €irt}, anti 4 m o u� nes frxrpravaillorrta an adla nitt{L ptaperly encrai ran this pr3prirty, . 0 6 except epi ah ,situwn. MIo port crf thio property limy .r.ithTn the T(tq;.year edge of floor slab t€oodactiording to Fiaod Inouye_ isc mots ItoF nurnr c ; I tiailding roof &exterior wall 10 Uttlit Easement +d304iCo14 t C, doted Juin 2; 12; y 1 'covol. 669. pg. 655 (plat} 80.9' j$:q' �n .: co rr s •� transf— --- --- -ic �- — — Q _ �•�. - �5O � _ - ..83.74 (354.00 deed �- rneter. �, I ti S 45*20*1 VE - 400.75' (Lot 2) (matches taloa} tronsf: S �r5°21 '1'1 E w 4t}:i t?' to: Ornh found 1 21 IR (340.91' ot Ana of (t concrete parking lot--se°yelink DAVID Note: w/ cone. curbs -{,Ciro fence em°ooaa . Buried utility lines were not m 10' Utility Easeent Lot 2' t I a located and shown on this plot. Land Title Survey � vol. 642, pg. 154 e �: � ®" There are no City of Bryan a powerlines on this tract. Block Seven H o l d l tc F h 1 1.81 AcreS The easement to Humble Pipe Morgan Rector League A-46 Line Co., recorded in vol. 49, pg. 32, covers pielines which Pointe a are not located on this tract. College Stci.lonr Texas LEGAL DESCRIPTION OF McCORD ENGINEERING SITE AND PROPOSED LOCATION FOR STORAGE BUILDING LID to CD CD m co rti N CO2 r3 z m m z W N Y ac W a a_ LL 4 v Q CM0 N N I m CIA 2X4 PT J17,5T r-06 P.T. Sti10 w - 0{, 12r OE-, 'LOM 2x4 SF1.IGE VWCK 3' EACH SIDE OF SHME ON EACH SIDE OF 5KIV FASTENED -SIMPSON N3 AT EACH SIDE OF kHHI rbd NAILS I4 BACH J015T ATTACH PER 5TAOSERED TOP AND T3 MH H:4HIFAWLIRER'S SPECIFICoAT1ON5 G�riO HAL �'iiLDiNra SJgD 4 ft���l� 2x4 SHOP BUILT 7IW5 AT 24, O,C. 25 t'EAR RATED FIEERW_,V56- ASPHALT 0118MHAL Sk11h16LC� IV OaD. SJEAMMS ATTACKED W o.131 x 2& 6bimAiLS b' QJC.. AT EDSES AAD ne oL, nj I 2' x 9• TIMS5 PLATE BY ALPINE KETAL GRIP EDGE 296 RAFTER A Ix4 PJ. FASCIA 1'10(rJ COW x 3' GLTIHAILS INTO 51I9P5aN H?S EACH 7TtU55 AT 24' O ".11.5 INTO ' P.T. PLYKOW SOFFIT M (2) � SIMP5ON SAW (51 Si71D AND TOF 013W X 21SIIw MIA RIO 8d NAK[S K O EACH THE d� 9?E 7Le'hb �J 04311x3• rj 9TIV AW TOP PLATES itfi --- -?& ,+ FLA7E iNTO EACH ii2FJ5rs D 2� OrG. +r ,.•• (3) OA4, x 3.6 us, FROM TOF 2x4 DaBLIE PLATE INTO EACH 51UD----� TOP' PLATE MR- V . • ' •� art' T-91 SIDING OR, �• 2x4 STNV % {r1i�j fYWET'4,,,� SMART PANEL : �C ATTAGHED Pk+0.0 x2Jr mK4&s 6, Or - AT EDSE5 AW 117 OL. UrAM 2 P F It 4`S'�10#JAt r IN FIELD �� 9'-1=0• III A-. L14 DMIGNED IN ACCORDANce WITH 7me 2006 WTERfii PIS? S. CARD ELL, P.M. D�Ic��i surLDiN l+IMCA NEP RAH GW AhTAa 1421 F1 ORiDAA 410 T !OC 0 50Unk BEILZHER ROAD 76o YE'SILg3= RMAV GE4RFi1l�}!4241 INL�U15r A �& BLDG -A t LNI Ail LARGO, HZIUN Y, LY 420M ,�2pp FLORIDA 33TTi NI _IFG4�L s�iL{Oti V01G5 •127-524-igCS e � 3E%r45> 59fOD FA76 721-524-1249 k' [TAILS 11 McCORD ENGINEERING BUILDING SW 6245 QUICKSILVER EXTERIOR WALL COLOR CHOICES CES F OR THE STORAGE BUILDING WERE MADE BASED ON THE 'CITY OF COLLEGE STATION'S S APPROVED COLOR PALETTE. THE COLORS WILL BE AS FOLLOWS: • BASE WALL COLOR FOR ALL BUILDING WALLS: EQUIVALENT TO SHERWIN WILLIAMS' GRANITE PEAK (SW 6250, COLOR STRIP NUMBER 3) • TRIM WALL COLOR FOR ALL BUILDING WALLS: EQUIVALENT TO SHERWIN WILLIAMS' QUICKSILVER (SW 6245, COLOR STRIP NUMBER: 3) P.T. SM / 7 t?LATE5 GN VLM 2x4 SPLICE BLACK 3` EACH SiDE OF SPLICE ON EACH SIDE OF SKID FASTENED YUTH 16d NAIL5 I& STAGGERED TOP AND BOTTOM[ J URMINb SKID r3-\ 'S!'� A--12 DALE« NtS. 25 YEAR RATA} gSS_ASFpXV DfF9tts's7fFFU� Gfl(IUG-LF5 OS& 5 AIII:IN6 ATTACHED }'if O 31 x 23t Ci.M WL5 fa• OL. AT i AND 12' OL. Itr FlELD METAL DRIP EDGE : 1x4!.1. FASCIA S-11(2) OP -10 X 3` 6UHIIAIk5 INTO 24' OCG. 'AGN M55, AT 24' O.C. N6r � fSd 2x4 DOLULE TOP PLATE H THE 2x4 5TUD I1.5 FROMTOP 571tD SJ(1' T-01 SIM% OR V SMART PpNEIL ATrAr-HB I W 0:131 x 2-& GAAML5 V OL. AT EDGES AND 12'0.6. IN FIELD IE MP PLATE AIL 2 _VA 20II12 ;A1N7G'k�l t 400RN7L 114' = I-0' 1 XPA IUW/Oq CODE bPDATE!, R€'tt BY DATE DPSGRLFTIPN BUIWIW GLIDE FOR A 7+ME SWoMp 61YT OF 650 WH. THIS DRAKW7 15 Wr VALID PATE, 512fJKJg SHEET UNLESS 51G-NEE7 IN PURPLE INK. VRXNN BY: MA OHM by, FSG A-12 SGALE. AS NOTED Plo. NO: 53 _OM 13 OF 15 PROPOSED BUILDING TO BE DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING 11110'x12') WE N.T.S. �] REQUIRED 1' ❑ +2' ❑ +3' +49 (� NOT REQUIRED s r : l A 4 } d TMt ^ R i Fr k L ` ti ,J i -:1 `q j m.� CITY OF COLLEGE STATIONREVIEWED E MIL1, PROPOSED STORAGE BUILDING ON McCORD ENGINEERING'S BUILDING SITE NOV 17 2014 kl SITE PLAN AMENDMENT, PROPOSED BUILDING COLORS, PROPOSED BUILDING ELEVATIONS AND SECTIONS COLLEGE`I' ' " J __ McCORD ENGINEERING, INC. ENGINEERINf _ Texas Registered Engineering Firm F-2664 - 916 Southwest Parkway East College Station, TX 77840 -- - (979) 764-8356 SCALE: DATE: DWG NO. SHEET NO. AS NOTED 10-01-2014 1OF2 (� �i•� (� DRAWN BY: JOB CODE MEI -10960-1 REV. AH0 m st aL m C3 0 m CL m CD i 5i RAFTERAIRUSS TOP PLATE PRODLIMT5CAN 1EOH -q orT��f'e THE SAME SJUE OF TIP WALL FROViDFi3 iHT Y t4► �y' ARE CONF16LREDc AS , R : -91" H!1'(AGAItiE TE INSTALL� Fd �" W� TO AMEVE�T�WIICE THE LOAV VIEW 3 PLAN it+SlOdVit�'��- f� 5GrVL.E, 3 n j' -O' s�►tia�az e� 2x4 MISS CRWS AT 24'04. 2x4 TRU'aEi CHORDS AT 24' O.G. 25 YEEM RATED FIBERG-LA56-ASPHALT •' 25 YEAR RATED FIBER S -ASPHALT DIMEN510HAL 5HW6LE5 r DIMENSIONAL SHiMY�I.ES OSB. 5}EATi?l* ATu4GHEO Wf 0.13F r'' 3V 0.513 -HEATHIM Al I X 2 Jr GIWVQLS 6' OL. AT MGM -.W Vif OAt x 2 JS' 611WkrftlLS 6' OL. 12' OL. IN FIELDAT EDEES ANQ 12" OC, SN HELD r 2' x 4' TRIS KATE BY 2" x 4' TR1155 PLAic BY ALPINE ALPINE METAL DRIP EDGE '+�-1• f ' METAL DRIP Et76EW P.T_ FASCIA Xf (2:11013 o r-' v X 3' 6VHNAILS 331r0 E Acp TRU55 AT 24' OL_ Ix4 P.T. FASCIA HIM 0.150 SMP5ON H25A H? M Ad V P1_ PLYK= SOFFIT H1 r2) SIMFSON P25A Mt (518,d - x 3' 6UM MLS INTO fAGH NAiLS, IMF* BACH Tie 0.1310 M 2' 61N*JL5 t'l) U4T0 NAA -5 INTO EACH THE 7RL 55 AT 24 D.G. 5T1117 A?%V TOP RATES EACH TRIS S a 24" L. AND III STUD AID TOP PLATES "" P.T. RYMOOD 50 -FIT I�1F t3J OJ31� 2x4 O%BLE IRTO THE 2x$ NAI! !`R 9 12" {} G 21c4 Dfi1Ht€ 74 2' fLHRAILS {7.} INTO EACH TRUSS a TOP PLATE 2x2 NAILER het M OJ314) x 3' TOP RATE ' 24' OIG. ANP II} INTO THE 2x2 NAILER a 21!4 S111T� 6UN ILS a 24.01= IM 12' O.G. EACH STUD 7x4 STUD 2x2 NAILER X fU 0.131d K 3' MMAA.5 (W 0J310 x 3` NAILS FRi1 M TOP 0 24' Of iNTO EAC4. 5 VIL__ !=LATE Uir0 EACH STUD 0 0.13tV x 3' UM S PRION TOP PLATE V T -la 51DIN5 OR *a- SHAI INTO EACH 51UD V -O' AMI? id=0' PANEL ATTACHEDt N 0.131 x ' T411 SIDING OR %' SMART PANEL f �, CAPE STYLE TOP FLATS 2.2' 6UHNAILS 6' Of,. AT OMA6ETOP PLATE 2 J?A 211 UIO 7T,k(7C1Y1 t vzm NOT ATTAMP W O.M x 2V EITyNAIL56' fi .z t ORTAIL EDC••E5 ANP 12' QX, Ra FAV Q�W*= 1 211 CODE Id'RATES OL. AT E3JbES A7331Y OIG A9 A-Ik 5GA1 Ea HF2' = I' 0' RO• tiEti BY DAXE GESGRiMNH THESE PLANS Mm DESIGNED IN ACCORDANCE WITH TEE 2041@ INTERNATIONAL WILDING, CODE FOR A THREE 9EGm et.STi OF ISO MPH. FRED S. CARDWELL, P.M. VERKSEN EMILDING5 ?His DMM&is NOT VAUu DAM 5l2at04 SHEET ALASQW 14469 FLYiRiDA* Li507 (Opp SOM BELaCH R ROAD %0 � ONLE55 516NE1 IN PURPLE IhTCDRAM 14" L�QA AYFPAp�AI MDG -A I LHIT 911 LARD -G H1000W KY 42051 � � IM AIRF B�O,g VO FLOG6 727-524-I-05 2 ��-�f ` SCALE. AS NOTED TEXAS* 54100 FAY. 127-52442514 > TAIL( 2.-jee rr1 MD. NO- W6-OD3 12 OF 18 PROPOSED BUILDING TO BE DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING (10'x12') ;7.; cp 0 m a Sa a to CD F CIO mn m z W !n Y aC W a Olta M 0 N N �D N ac ARM NOR AWROVAL STAMP 25 YEAR RATED FIBEIa3LA%. ,AS HALT �-Ei I DIMENSIONAL SHIMLES 0 0 o ~- V T-111 Slum II a, PAWL AiT AGHEQ Mt OJ3T x 2$• i OGHt1NL5 6' OIG. co AT rA5E5 AND i 12' D.G. IN FIELD ( 1 m F I ( OP11ONI4L E700R �0 1 I AND 9QN MM X 11111111- LOCATIONS il L11 tj & 11 ll -2' ME NOTE: UTILITYSHEdD�•EN/WALL WINDOM AIV DOORS MAY BE LOCATED IN UTILITY SFF1? SIDE .�, r a 1 Vs8� 1 ItisN H1HER THE SIDE 5"1411 OR EMDWALL DOORS r2-,\ `a A-2 SCALE, fj4' = r 111* ARE PERMITED TO BE UL BOTH 110NALLS OR A Z m CD ENDWALL AHD SIDE Wdj IF FC-G1UEsmw E►Yco At2 U4 z 1-G' 25 YEA?{ RATTED OIlaTONBZ 25 MAR ,m m FTEeR6LASS-16FRALT PA1T Q DA'OETON L 5HI aEs D11`13 i510WA,L SHIFflGI ES m N W 05.8. SHEATHai6 ATTA/. -E7 3(t 0513 SHEAMN& ATT, LHED I.- "10 4It O.T31 x 2>K,!' GUNHUULS 6"o OL. SIU 0131 % 2,kt' 6UHNA715 6` OIG. N AT F316ES ANP I2" OL: UI 1riELF3 AT EDS ANP 12' Dl,: IN FIELD r � A42 f 20 5HOP EULT A-12 k f i 2.4 -.VP BUILT TRUSS 24 OL. T -AI SIDING OR SMART 4Xfr P.T_ SYP x2 P' 7-18 51DIhY� OR a''WART . i14J55 24' OG. 1 PANEL ATFfiCEFEF113't 0131 x 2 Zx45TUD5 AT 24'0.r,. V{+ I PANEL ATTAGI hU 2131 x Z 10' 0' WIDE GVFSiDE SKID is GUNNAILS t6' O:C. AT Hsi 2x4 AT 48 OL. }�' 6TINHATLS 6' OL_ AT 2x4 SUDS AT 24' OL. IVH O STANDARD ON ' rt ry EDGES AND F2' OIG. AI FIELt? IY 2x4 P.T. FLOOR 101575 1s? p ED6Ls AND 12' OHC: IN FIFE I (2} 2x4 AT dg OL. I A 2' k11DE AT 12' OR 16' o G. 61 p v i BUILDINGS AND p Of 13a F_T.13 YWOt7D DEGKIN OPTKJt1aL f3N 'ti 41Fb P.T. SYP tit M51DE SKU? � P- YWOOD ¢ 496 P.T. SYP IF2 INSIDE 1P I 2k4 P.T_ FLOOR 101575 I IQ t+L*SE O1 STANDARD ON ALL SWDS STANDARD ON ALL WEDS AT IZ' OR i6' 0L k EJ.1LD11,6 ' LP �• r-«.,_ e� a 2 W 4x6 P.T. 12 91 '• .- w ' ,� -10 bO' IB' ---- - 2 60' 2W. 101 -MALE �y r• e LUSiDE: SKID IOr ID 25" g6' 5FANDARU ON 30' fi0� 30' tN 3' WIF7E LU10-0, +at+ m ALL SIBS 43Ob P T. SYP IFR OU15A7E SKID 10 O.OR A' 3' WIDE 'n' 8-4 PWTE UTtIFf EtC'P e z Y SFANQAQD ON H-2' WIDE UTA.IFY SHED W 0iON BUILDINGS ANQ GFTIOML ON �'j`I'�� 2 JDA MAO MIND9W a DOOR HQT CIO A-2 SCALER 114' = Imo' 40WIDEBUILDIMGS A-2 SCALE, Ito = 1 •p' I .IDA IU30t0g CODE bVVATS a 0 FSEs{ BY TATE DESCRIFnON 0 +� THESE PLAN5 HERE PE 616NM IN ACCOXPANce WITH THE 2oob INTERNA7TONAt- WUILVINS CODE: FOR A THS SECOND HMT OF So MPH. FRED S. CA LL, P.R. DEMeRN SU LDW.4 TH5 DRfi111% Is NOE VALID DATE 512"qALA!'Jf4M+lAP 14464 FLOMAN 15WI 1000 5011rN B&C*ER ROAD TSO D7HRKMROAP UNLE55 516NM IN PURPLE iNK. DRAM BIN .DA STET � 0 6EOR61AF 14241 MLA4tSfAH2O0 awaa-A t or aN LARGO. W KCRY. ICY 42051 m 1F ON FLORIDA 33771 897-133-4245 Lffi�ICEO BYS FSG N fARGLUTAN 11106 'COKE, 727-524-10,0 SOREST A5 NOiE11 7EYA51341M FA* -M-524-12St9 LIPI6IYY , iCTICINI AND ELEVATIONS 1W. NO, 536-003 3 OF 18 T N a N N ..� 1 0 m F N 4. PROPOSED BUILDING TO BE Olt DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING (10'x12') 20 CA STRAP HIM i9% vad NAHA PLACED ON EACH SND 1�IL Aa SCALES Rr5 31(. P RYIt _FILLER 1I2' 2" trr HIR' 112, n m C m 9P TV 4W 4&' TO b4' HEAVE5HEAUR ' 1L 2 DETAIL A -q SGALPr 9' = I' -O' A-9 5Gf1LFa 3' =1 It2' t It2' II2' HECADE9' D 1fJ I SCALES =9 =3 1_ k_rm PROPOSED BUILDING TO BE DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING (10'x12) NOTES, L STEN SPACING Nor OT EXCEED 24' of - 2. SUV SPACLit515 TYPICAL FOR ALL BUILDING TYFES. 3. 5TLS'7 SPACING KAY BE ALTERED FOR LOCATION OF WIND17A5 4 STM ARE DOUBLED AT 4(Y OL, IVIRCAL. _ 5. NO 5iRAFPINS I5 REMM4:D DUE TO PLYJ4000 SIDING FROM TOP PLATE TO Bo1TOM OF RiM JOIST e 6E EIIIILD _y - ..E . �- _ ►NS Sp�,TION14E'fT5 FOR.tAMPLfTE DfeT'fiA.S _ .. nuc aye -f IIV-01 MI TTY -5HE ' $112' I =3112` I }3 U2• IP 2' UTILITY SHED '11'^31-_12.'.- -X'A 2AU10 MINIMA E DOOR NII GEE GETA.IL.• ENtD11aAJ.L F'3iAM,IMibI� �t IsVATION al JJA110BIM01 NA -9 CCVE UPDATES 24' 48' 1 24` REVI BY I DAM I DE5GRIPTION THS PLAM YIERE VES]"M M ACCORPAME FAVA THE 2006 INTEMIAMNAL EWLDING CODE. FOE! A THREE SECOND EBT Or- 050 LNPF!. THESE 19"X5 YOM DESIGNED Of AGGORDAGFGEE M714 THE 2006 INTERNATIONAL E3UILDIF;16 GfIDE PUR A THREE S-ECONO 6ZT OF ISO MPH. A-5 FRED E). CARDWELL, PR Dmw-im 51.1WI GS 762 Dgt<57H�R�COK AD eILKORT,KY 4205- 8rr-X3-4345 MIS DQAINitrG 1510T VALID UtILE SIGN@ IN PURPLE INK. DATES DRANN BYS � I�Jz sI2rltxt AS i9DTED 003 SEAT ID OF I8 ALABAMA014464 FLORIP-0 geoi 6WR61A1 t4241 IKDIAHU'.1I 2ME1 baAsIANAF 20548 M55 PP1F8+ 54100Arp8 rOOO 501 vELcHER. RbAD BLDG -A f OUT` 111 LA460, FLORIDA 33111 VOM 1ZI-524_jq05FAT€, 727-524-12 59 E�ETAILS _b 22 -(�. Je PROPOSED BUILDING TO BE DERKSEN'S Z -METAL PREMIUM UTILITY BUILDING (10'x12) NOTES, L STEN SPACING Nor OT EXCEED 24' of - 2. SUV SPACLit515 TYPICAL FOR ALL BUILDING TYFES. 3. 5TLS'7 SPACING KAY BE ALTERED FOR LOCATION OF WIND17A5 4 STM ARE DOUBLED AT 4(Y OL, IVIRCAL. _ 5. NO 5iRAFPINS I5 REMM4:D DUE TO PLYJ4000 SIDING FROM TOP PLATE TO Bo1TOM OF RiM JOIST e 6E EIIIILD _y - ..E . �- _ ►NS Sp�,TION14E'fT5 FOR.tAMPLfTE DfeT'fiA.S _ .. AF -t!' UTILITY SHEDY ENDAFA.L FRAMING, m DOOR t'c,-\ MJVATION R�E, 1#'- P W 4X6 P.T_ SYP #2 017 me SKiDS SrANDARQ ON 11'-2' FADE BUILD110.6 AM OPTIONAL ON v IYDE VULDIN55- raw UFIL" SHED ENDNl+ L F RAHM YV vcOR 4`�rI�1T16I� DO LIBLE 2x4 5719 14-11 SEE%I!:; 165' ' -A N'-2` UTAATY STIED EHM"M F*+t�RlqrJW DOM 2 ELEVATION Ibllil F SEE DETAA. 9tA-9 t I II2' EWMALL L FRAMaIb H'-$ !I2' 1=6 FIR' nuc aye -f IIV-01 MI TTY -5HE ' $112' I =3112` I }3 U2• IP 2' UTILITY SHED '11'^31-_12.'.- SIE GEE GETA.IL.• ENtD11aAJ.L F'3iAM,IMibI� �t IsVATION al DETAIL NA -9 24' 24' 48' 1 24` P.O. Ti R RA. PYP, A 6 AF -t!' UTILITY SHEDY ENDAFA.L FRAMING, m DOOR t'c,-\ MJVATION R�E, 1#'- P W 4X6 P.T_ SYP #2 017 me SKiDS SrANDARQ ON 11'-2' FADE BUILD110.6 AM OPTIONAL ON v IYDE VULDIN55- raw UFIL" SHED ENDNl+ L F RAHM YV vcOR 4`�rI�1T16I� DO LIBLE 2x4 5719 14-11 SEE%I!:; 165' ' -A N'-2` UTAATY STIED EHM"M F*+t�RlqrJW DOM 2 ELEVATION Ibllil F SEE DETAA. 9tA-9 t I II2' EWMALL L FRAMaIb H'-$ !I2' 1=6 FIR' nuc aye -f IIV-01 MI TTY -5HE ' $112' I =3112` I }3 U2• IP 2' UTILITY SHED '11'^31-_12.'.- 64 GEE T 7a 1 � i r l l i % ENtD11aAJ.L F'3iAM,IMibI� �t IsVATION al DETAIL (214* P7.5YP X2 24' OMA -4 OUT5DE 3KiD5 CODE UPDATES P.O. Ti R STANDARD ON Ir -2' A 6 RE BY DAT YUDE 13UILDIN65 AND THESE 19"X5 YOM DESIGNED Of AGGORDAGFGEE M714 THE 2006 INTERNATIONAL E3UILDIF;16 GfIDE PUR A THREE S-ECONO 6ZT OF ISO MPH. A-5 OPTIONAL ON DORKSEN 56111.0mW TH 15 DRaf M 15 NOT MAUI) 1101 PVE BUILDINsF -. D-ELlILS ALABAMA* 4469 FLLteLDA1 ?5607 AF -t!' UTILITY SHEDY ENDAFA.L FRAMING, m DOOR t'c,-\ MJVATION R�E, 1#'- P W 4X6 P.T_ SYP #2 017 me SKiDS SrANDARQ ON 11'-2' FADE BUILD110.6 AM OPTIONAL ON v IYDE VULDIN55- raw UFIL" SHED ENDNl+ L F RAHM YV vcOR 4`�rI�1T16I� DO LIBLE 2x4 5719 14-11 SEE%I!:; 165' ' -A N'-2` UTAATY STIED EHM"M F*+t�RlqrJW DOM 2 ELEVATION Ibllil F SEE DETAA. 9tA-9 t I II2' EWMALL L FRAMaIb H'-$ !I2' 1=6 FIR' nuc aye -f IIV-01 MI TTY -5HE ' $112' I =3112` I }3 U2• IP 2' UTILITY SHED '11'^31-_12.'.- 64 A O 1wI � OZE1IAF T 7a 1 � i r l l i % ENtD11aAJ.L F'3iAM,IMibI� �t IsVATION al 2 JDA 2AU10 MIN!'iOW 4 DOOR h101 =1 Ara SCtLI C7 Ifo' = 1'-O' A-3 5O; li A3 5GALJ S U4' = P -O' 1 JDA IIf3W09 CODE UPDATES A-5 WRN m=cm A 6 RE BY DAT DE5GRIPTION THESE 19"X5 YOM DESIGNED Of AGGORDAGFGEE M714 THE 2006 INTERNATIONAL E3UILDIF;16 GfIDE PUR A THREE S-ECONO 6ZT OF ISO MPH. A-5 PRED S_ CARDWELL, P.M. DORKSEN 56111.0mW TH 15 DRaf M 15 NOT MAUI) DANES SWIM D-ELlILS ALABAMA* 4469 FLLteLDA1 ?5607 1000 50WH W44HER ROAD A-V HnGD 51W FLAK 7§O NEMWK A -D WLES5 5IGNEP IN RWLE INK_ A-14 �FeET tT1MtN BY DA GEORGIA• t 2M A INDIANA; f3 EILDb�-A I UWr WI LARGO. RORU3A 93711 WMWkL PORCH DETAILS H1CY.Mf KT 42M "-TM-245 OiPnGRW_ PORCH DETAILS - WALT_ LOAD (ZONE %5) OMEU Bis FSG i C90N�IS5E'Pl*Sg25 127-5244105 FLOOR MIGN DEAD LOAD 15 P5F THESE FLANS! YORE DE516t� IN ACCORDANCE MTH THE 20016 INTERNA ASMOi 20 P5F TE7DASuOL54100HiD9 FAX, -T21 -5244 -*q4 10 151, LMLITY ekED WALL FIRM' 1104 �-s+6^fa MD.- H F4;a. tut. 536-Or)3 3 4 OF 18 t3. CIONSHWOnGH TYPE & waaD smD PLAN 760 WESTewaR' ROAD 16 BUi1114% GGaFARVY v 610RA15E 5H O? UNLE55 SIOWFJ IR PURPLE INK. PROPOSED BUILDING TO BE MIA �- r' Or 16_ ALI.OMYABL.E N MER CF FL.QOipa I „ ,� _., •? + DERKSEN'S Z -METAL PREMIUM GOMFLY IVTH ALL THE HTEVFSFJN3 Or THE FOLLGIVN6 GODES: UTILITY BUILDING (10'x12) . CP3iii L N. CARCL1ML4a UIOF! 03ca-3iEXA5124,00 c*a CD a 0 m 0 m CD i E- m ca ti N m z m J m z W N 3C ac W d d W 0 N CD I m v J co a 0 \ CD ro� CD Sss t-- cm co an S3 ti N 20 FLOOR J015T SYP AT 12 Ib' 0L.. roPT. IT or'} � A_ 1V-tr PARE mom rolvFRAMR(S-PLAN RIM UTILITY SHEDSa A -i 5f,r3LEs Its =1-O' - - 2x4 VERTICAL X-©01131 2x4 VERTICAL STUDS AT 24" A STIM6 Ar 5A m& OL, T MGAL p NOTE! WINDOWS AM&? DOORS MAY BE LO GATEQ EIMER THE SIDE Writ GR ENVMLL_ DOC ARE FERMITED TO BE IN BOTH ENMALLS EM SIAU_ AND SiDE a g IF R_MLESTED I O215TOMER LOCATIONS 2x4 SOLE PLATE ---�- V -W, It7 O rAN�D V-2- WIVE �q�^� ��_� (�*� t 1 l MOM PLANS FOR U t!dt . A-1 SGAi.E, 1I4 = P -O' THESE PLANS PIERE M516NED IN ACGO�.'DANGE k4TH THE 2106 INTO IEC a- CARD LL, P.M. muItziINc ALABAMA* 144" =NM= ..OR N F:601tG 1110 SOM BELCHER ROAD Kmr RoW 6EOR61A1OUD14241 LjbWAs112UMr -A I UNIT Fit LARGO, NCKOWf KY v"m MIS5155IP'PI. 81!15 1i0RIRA 33TN 733.4245 N. GARO1:!NAIF u:a8 VFETiCEe J2T-524•Kr05 TEXASS 54100 FAx. ?27$244299 FLOOR PJ,00 PRAM SKID5 -2x4 FLOGR i0152TS "-f2l' 4X6 FX SYP $2 OFJt5IDE SYP 92 AT 16' OIG SKiDS STANDARD 421 U=2' {OPT. id' OIG.F VIVE 01"IN65 AND OPTIONAL ON 60' WIDE BUILOU455 2 XA 2JUAO MIND101 d DOOR NON 1 i1A Iit)9 CODE UPDATES REY BY DATE M 5GRiPTION BUILDING CODE FOR A THIRE SECOND GUST OF 150 MFH_ PROPOSED BUILDIP, G TO BE DERKSEN'S Z -MET PREMIUM UTILITY BUILDING (1 0'x12') THIS DR'AWIN& 15 For VALID DATE= 5l2O11o9 SHAT UNLESS St6NED IN PURPLE INK. mml Br: JDA 099- OE -GM Bf. F50 14-1 SCAM As Norm 2 -"td la X0.90: 536-003 1 2 OF 18 III ALBA �� APPRt34'AI, SiAlelFK 160 Y'=5TBROOK ROAD HICKORY KY 42051 WOOD SHED PLANS 150 MPH GENERAL tC TEs: STATE OF TEXAS L STRI)CTLRE DE516NED IN AGCORDAME l?M TIE AVMMMIOM AL MWIle GODS {11311 C3'F61PaFVI H:RIT5EZit 1180 2m Co. 2006. - 2. ALL M+4TER1AL5 AND LABOR SIfALL BE IN ACCORDANCE IMM TIE ABOVE CODE AND ALL OTTER APPLICABLE LOCA& CODES AT DIE TiME OF MFANIFA ;TIM 3: MRITIEN P94EML=IONS TAKE PRECEDENCE. OVER SCALED DLMEN51r11L'a 4. ETJA.DIN6 C4A551tCATTON 15 TO BE RESIDENTIAL LAM 57MV2E OFLY_ THESE SIMTUZES ARE NOT VE516MED FOR HABITATION APD DQ NOT HAVE %IUML IIN6 Mmit OR SANITATION SEI;M0__9. i Vr ARE; DEKA+ AS UTILITY SHEDS TO STORE LAM EDUiPMENT 5UGH AS WHEEL IMARR IM 6ARDENEMS SUFFLT256 FILHER POTS. AND CARDBOARD BOXES PUTH VARIIQ 9 SMALL ITEM. 5. STRUGIH,RES ARE DESIGNED TO 7aFI !arAW A 3 SEGONP GUST or -150 MPH KNp. fz. TM FOWATiON FLAN 15 A 5E'ARATE SET OF PLAN95 FOR TIE APPROVAL BY LOCAL KINIOIPAUT-ES 1. ALL B1A.VM WAVE 25 YEW RATED FIBERGLASS I A5PHALT 51Ib U 5. & Al 5105 ANP RAFTER 17e't1155 CHORDS ARE 2x4 SYP. *2 E7tGf171' AS NOTED. 4, ALL EXiE RIOR MATERIAL IS PRESSIIZE TREATED. 10. ALL ROOF MC SIG 15 %' 051E A. ALL S@iNG 15 U PT TAI PLYMOD Or W SMART FAM - 12. ALL FLOOR JY*545 ARE 294 OR 2x6 P.T. S.Y.P. 92 AT IF OR 12"0G I. Wt,V VELOr,,1TY SHEET INDEX SHEET mmsm SHEET TELE 64 GOVER%•4EET A-1 FLOOR t Rom ma 11Kr RAMI A-2 OM"5=0 AM EiPWLT1 ry A-3 •rdLiY Wm YLrsLL FRAKW A4 FUM t FLOM FRAHIHG R.R8 A-5 WRN m=cm A 6 eARN BJI+Ar 095 A-1 i300R t Fi.DiaR FRAYI10 FLA16 A-5 COMM 565=6 AW H.LI+AIIOtYS Aa Mr. 114n.5 A43 D-ELlILS A-11 MARS - A-V GEMMAS A -D CPTkMUU. FDRGH FLMS A-14 MUMALFORGHELElATIONS +l 15 tIPi WU- PU GH GETAIL5 ,MI6 WMWkL PORCH DETAILS A 1T OiPnGRW_ PORCH DETAILS I. Wt,V VELOr,,1TY 15014PJL [1wt�TALLED Til' 2. W30 IMPORTANCE FACTOR 0.111 r. r :: ' . ... ta.,e 3. BWLOINsm CA759mr OR Z THIS LIST DOES NOT iEb ARA_Y LAKY THE i OF Inf1RK 4. ;"IML? T3 DSHIRE tit 9.CLT 1REE GOEFFIGC7Lr i tam Mf STATE AMNOMEN i5 b_ M200M GTASSFIGATi 4 VMLMED 15. ALL SKIDS ARE 4xb P.T. RATED FOR GROM ALL 5RE RELATEi7 MI -15 ARE %Bmcr TO LOCAL J6RISPIC 9 BASED Ctl HEIt51FH' 151 FIXT 8 +OVaRHAI* No 9. GOM?PDNIMS AND GLADDIN& - ROOD LOAD (ZONE *1) -27-4 F5F w75TATE atr5 FV Sial - ROOF LOAD (ZONE 0 _"o FSF IR DOORS SHALL BE SAFETY, TEMPERED { R AGRYLIG TO SEPARATE AhTGHORINta PLANS. - ROOF LOAD fMfE;W -55g FSP 2 •ITA 211110 WIMFN)NI E DOOR Nall - WALL TOAD (ZONE 34) -398 FEW - WALT_ LOAD (ZONE %5) -41A MP 0- FLOOR DESIGN LIVE LOAD 50 FSF FLOOR MIGN DEAD LOAD 15 P5F THESE FLANS! YORE DE516t� IN ACCORDANCE MTH THE 20016 INTERNA It ROOF DE51GM UV=- LOAD 20 P5F L�� FRUIT a. CI�kRDWMLL, RM ROOF VE516N DEAD LOAD 10 151, 'TM5 DP_4HI?6 I5 NO`T VALIl3 12 SHALL DEAN Dr -AD LOAD 10 P -11F t3. CIONSHWOnGH TYPE & waaD smD PLAN 760 WESTewaR' ROAD 16 BUi1114% GGaFARVY v 610RA15E 5H O? UNLE55 SIOWFJ IR PURPLE INK. 6. FIRE RATING EXT. WALLS MIA �- r' Or 16_ ALI.OMYABL.E N MER CF FL.QOipa I „ ,� _., •? + R. TET: OONTRAGTORMMAMIFA67nE2 MI GOMFLY IVTH ALL THE HTEVFSFJN3 Or THE FOLLGIVN6 GODES: • . CP3iii L PROPOSED BUILDING TO BE DERKSEN'S Z -METAL (!,PREMIUM UTILITY BUILDING (10,x12') CITY OF COLLEGE STATION PROPOSED STORAGE BUILDING ON McCORD ENGINEERING'S BUILDING SITE CONSTRUCTION DETAILS McCORD ENGINEERING, INC. - - = Texas Registered Engineering Firm F-2664 -- _ 916 Southwest Parkway East College Station, TX 77840 - __--- (979) 764-8356 1 SCALE DATE: DWG NO. - SHEET NO. AS NOTED 10-01-2014 2 OF 2 E O DRAWN BY: JOB CODE,i MEI -10960- 2 REV. � �[ 0 AH - Y� 13. ALL EXTERIOR NAILS ARE To BE iJNG CARPET( SITE 14. ASE FL -009 DECKING 15 W F.T. PL:M IoOP NOTE THAT [1wt�TALLED Til' ar�1N�►TwrutiL enD►ra� see - 2208 -r+I STATE A>MroINTs r. r :: ' . ... ta.,e OR Z THIS LIST DOES NOT iEb ARA_Y LAKY THE i OF Inf1RK -INrERNATtON nL t4:CIFAMG,� G - O00y tit LAYERS OF THE SAMATERU4L3 At SAM MAY BE REMIR1 D FOR A COMPLETE SMALLATIOtL Mf STATE AMNOMEN i5 r0N6� ' 15. ALL SKIDS ARE 4xb P.T. RATED FOR GROM ALL 5RE RELATEi7 MI -15 ARE %Bmcr TO LOCAL J6RISPIC ON CO NT'AGT. APPRLWAL. FALAMEPE. -iNtfRyRT10Ne51 R�811 G GODS -2000 IG. ALL WINDON6 MITIAN 24` OF DOORS, AAD ALL GLASS L TIE COMPLETE FOLWArIOH TIE-D"SYSTEM BELOK 5 -REFER w75TATE atr5 FV Sial IR DOORS SHALL BE SAFETY, TEMPERED { R AGRYLIG TO SEPARATE AhTGHORINta PLANS. AM�� [pDE -'� 2 •ITA 211110 WIMFN)NI E DOOR Nall FLA5716 S}IEEY. Z. RAMPS, STAIRS; AND GENERAL ACCESS TO THE LVJRDI -ADAAG -2W4 3. ELECTRICAL SERVICE HOCKLi' RML UOING FET31ER5i TO ELILDIft. I JDA i>f301O9 CODE UPDATES BY I DATE THESE FLANS! YORE DE516t� IN ACCORDANCE MTH THE 20016 INTERNA W DE9GRIPTiON OXAL E3JILVING CODE FOR A TME SEGONO CV5T OF 150 WH. L�� FRUIT a. CI�kRDWMLL, RM G}aWSMEN $uILmDK%& I 'TM5 DP_4HI?6 I5 NO`T VALIl3 ALAEAh1Ap GI46SI FLiAbDA4 660T low SOUTH BEI.GF.ER ROAD waaD smD PLAN 760 WESTewaR' ROAD UNLE55 SIOWFJ IR PURPLE INK. DATE= 5mmq DRAM Bf. DA ;BEET 6EORGIAt 14241 IMP~ 203M LO * 2054i} MIS51SSM* 8925 ELD6 I L5 Ar pA LARGE FLOIWA 537TH H1CkGTc1, R7 4209 892-7313 h2€r fF ( ? 6Y FSG • N. CARCL1ML4a UIOF! 03ca-3iEXA5124,00 VOIGTS 121- 244UO3 SCALE: AS KOTc0 ` It FAX: -127-624-1249 COVER .SWEET i', MA. kv, 536-M 1 OF 18 PROPOSED BUILDING TO BE DERKSEN'S Z -METAL (!,PREMIUM UTILITY BUILDING (10,x12') CITY OF COLLEGE STATION PROPOSED STORAGE BUILDING ON McCORD ENGINEERING'S BUILDING SITE CONSTRUCTION DETAILS McCORD ENGINEERING, INC. - - = Texas Registered Engineering Firm F-2664 -- _ 916 Southwest Parkway East College Station, TX 77840 - __--- (979) 764-8356 1 SCALE DATE: DWG NO. - SHEET NO. AS NOTED 10-01-2014 2 OF 2 E O DRAWN BY: JOB CODE,i MEI -10960- 2 REV. � �[ 0 AH - Y�