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HomeMy WebLinkAboutRES2006-01190�l 4 1 } ,� �, f� r Y J �—� f' ., Date -� ` Permit # - cl Project Name � _LOD LA - �UY- COMr4ERCIAL CO Planning -a__ (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Molly Hitchcock, Trey Fletcher) Bridgette George Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumpurs, William Ethridge) Environmental Services LLD (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) Drainage (Donnie Willis) Public Works - Sanitation (Wally Urrutia) Electrical Services `� (Tony Michalsky) Miscellaneous Notes 11"kii6-Wolfe Re. Calling for CO @ 2338 Autumn Chase Loop (4-plex) From: Jennifer Reeves To: Kim Wolfe Date: 9/20/2006 11:11:26 AM Subject: Re: Calling for CO @ 2338 Autumn Chase Loop (4-plex) Ok with Planning. Jennifer Reeves Staff Planner City of College Station jreeves@cstx.gov (979) 764-3570 (979) 764-3496 FAX >>> Kim Wolfe 09/20/06 7:50 AM >>> Are there any issues? BP # 06-1190 Thanks Kimberly Wolfe City of College Station Planning & Development Services (979) 764-3570 www.cstx.gov Kim Wolfe Re: Calling Jo_r CO @ 2338 Autumn Chase Loop (4-plex) Page 1 From: Tony Michalsky To: Kim Wolfe Date: 9/20/2006 7:53:10 AM Subject: Re: Calling for CO @ 2338 Autumn Chase Loop (4-plex) okay with us >>> Kim Wolfe 9/20/2006 7:50 AM >>> Are there any issues? '3�:�•'1Sii�'I�� Thanks Kimberly Wolfe City of College Station Planning & Development Services (979) 764-3570 www.cstx.qov VKim Wolfe Re: Calling for CO @ 2338 Autumn Chase Loop (4-plex) Page 1 From: Donnie Willis To: Wolfe, Kim Date: 9/21/2006 3:38:04 PM Subject: Re: Calling for CO @ 2338 Autumn Chase Loop (4-plex) OK with Drainage. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> Kim Wolfe 09/20/06 7:50 AM >>> Are there any issues? BP # 06-1190 Thanks Kimberly Wolfe City of College Station Planning & Development Services (979) 764-3570 www.cstx.gov Al i Date: 9/20/2006 Inspection Comments for Finals Permit Year: 6 Permit Number: 1190 \ Address: 2338 AUTUMN CHASE LOOP Type Inspection Type Code Description siius Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC Strings On Setbacks O.K. B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed B115 BLDG, FRAMING IC 07/26/2006 05:16 PM RH PDA B115 BLDG, FRAMING IC Need to add anchors at doors. Add draft stop in a/c duct B115 BLDG, FRAMING IC chases. Repair and seal firewall. Recheck on insulation. B115 BLDG, FRAMING IC Need temp glass at the bottom of stairs before building 13115 BLDG, FRAMING IC final. P125 PLBG, FINAL IC All Electric No Gas Page 1 WF0767209 / 001 City of College Station j,7 PAGE REQ. DATE: 05/04/06 1_w 05/04/06 15:56:20 LOCATION: 2338 AUTUMN CHASE L`UOP '" LOC ID: 203692 REQUESTOR: SPIRIT CUSTOM HOMES ORIGIN: CUSTOMER -WALK IN REQ. USER: GLSOUTH AUTH. USER: GLSOUTH WORK TYPE: ROUT TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 05/04/06 SCHED COMPLETION: 05/04/06 ******************************************************************************** JOB ORDER RESULT COMIENTS Wg. (tqo WF0767184 / 001 City of College Station I PAGE REQ. DATE: 05/04/06 05/04/06 15:29:20 LOCATION: 2338 AUTUMN CHASE LOOP r"'_ LOC ID: 203692 REQUESTOR: SPIRIT CUSTOM HOMES ORIGIN: CUSTOMER -WALK IN REQ. USER: GLSOUTH AUTH. USER: GLSOUTH WORK TYPE: ROUT SWR 4" (5) WTR 3/4" ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 05/04/06 SCHED COMPLETION: 05/04/06 ******************************************************************************** JOB ORDER RESULT COM1ENTS Kim Wolfe - Re: Calling for CO @ 2338 Autumn Chase Loop (4-plex) "' Page 1 From: Eaphrame Thomas To: Kim Wolfe Date: 9/25/2006 2:02:06 PM Subject: Re: Calling for CO @ 2338 Autumn Chase Loop (4-plex) No for CO need test report on backflow devices located on lawn irrgation. Eaphrame A. Thomas Environmental Technician Water Services Department Environmental Services 979.764.3662 Have A Wonderful Bless Day:) >>> Kim Wolfe 9/20/2006 7:50 am >>> Are there any issues? BP # 06-1190 Thanks Kimberly Wolfe City of College Station Planning & Development Services (979) 764-3570 www.cstx.gov City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T , Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . Contractor . . . . . . 2/09/07 118890-0003-0020 2348 AUTUMN CHASE LOOP COLLEGE STATION TX 77840 AUTUMN CHASE, BLOCK 3, LOT 2, ACRES 0.242 APARTMENT LOW DENSITY MALKOWSKI, JOHN A & ELISE M SPIRIT CUSTOM HOMES 979 268-3975 Application number 06-00001190 000 000 Description of Work RESIDENTIAL, 2 UNITS NEW (DUPLEX) Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL -MULTI -FAMILY Flood Zone . . . . . . Approved . . . . . . . clx Buildinq' Officia VOID UNLESS SIGNED BY BUILDING OFFICIAL ®® ®E ME MENEM ME NEMESIS ___ 0■ ®0 - -man ■■■ FINISHING NOTES 1. 2. 3. 4. 5. 6. wr � �sr pro awr sn�s of n,�n w� oe`rr�u.. 1 SITE PLAN SCALE: 1 "=20'-0' 1 I I I I 7GVAOR CAR AGE 1 �M- 1/2" DIA- SMOOTH DOWEL 2'-0 LONG W/ PVC CAP - PLACE IN SLAB OR DRILL 9" INTO EXISTING GRADE BEAM. TAPE CAP TO LEAVE TOOL EDGE E-JJ: 1" O END OF ROD a" THICK PAVING 3" PSI REINF. W/ /3's O 18- O-C-E-W- MID DEPTH USE CHAIR SUPPORTS -. DWONTII dUE RED. O E-J. 1X REDWOOD DIVIDER D SECTION "D" N TS. BUILDING LINE v •. CONTINUE REINFORCEMENT INSTALL EXPANSION JOINT THROUGH KEYWAY @ MID -DRIVE IF OVER 45' d' q . d TONE CHAIR PER 4" THICK PAVING 3ODD PSI 4 SO. FT. MIN. REINF. W/ /3's O 18" O.C-E.W. MID DEPTH USE CHAIR SUPPORTS d 4 CSECTION "C" _ _ _ PROPERTY LINE N-T.S. 3/8" DUB DOWEL W/ SLEEVE. 4 DRILL INTO EXISTING SIDEWALK a'a 4" THICK 3000 PSI CONC. a 1X REDWOOD DIVIDER REINFORCE W/ #3 BARS B ° @ 18" O.C.E.W. .a ' B SECTION "$" ° • N.T.S. VERIFY SIDEWALTH—\K CITY SIDE WALK IN FIELD (3)-3/8" DW DOWELS W/ SLEEVES. a TOOL EDGE E•J-T.--\ DRILL INTO EXISTING CURB AND GUTTER. �. 44 B O Owl/27 .DTI Flue CURB &GUTTER A' — BOARD EXP. JOINT ASECTl0-N " A" I 1►.TS. CURB & GUTTED DETAILS CONTRACTION JOINT WHEN DRIVE < 16' WIDE 4" THICK 3000 PSI CONC. REINFORCE W/ #3 BARS @ 18" O.C.E.W. CONTRACTION JOINT INSTALL 6" DEEP REDWOOD EXP. JOINT W/ 3/$" DIA. SLICK DWLS. @ 18 O.C. W/ SLEEVES ONE SIDE wim ,o,._5,. �\\\\\\\\\\\\\\\��\\\\\\�\\�\\\\\\\� //////�i///��r7u�/�ii�/�7�//.vl� ►//u�i t►//i//ice/��,r//�/iii/////��/� + ����.�\\\'�\\\�'a\\\\v►\\\\\\\\\\\\\ � %������� ►/. •�; :P/�7� • i.�: %�L�/�I� �\\\�\\\\\\tea\\�\\\� a� �\\\\\`�� I�.,..::....�in w s� �r:�r�t!ca����c� 'Ins in �II��Yk� Oil Alp NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL. 1 FOUNDATION PLAN SCALE: 1/8"=1=0' S-l.l AREA SUMMARY p STANDARD CITY MINIMUM (CITY OF COLLEGE STATION) FOUNDATION NOTES AND DETAILS GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK REPORT ANY DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS TO THE ENGINEER FOR ANY REVISIONS THAT MAY BE REQUIRED. 2 REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FLOOR AREAS, FINISHES, AND EMBEDDED ITEMS - FOUNDATION AND SUBGRADE SPECIFICATIONS -I. REMOVE SURFACE VEGETATION, ROOTS, AND ORGANIC MATERIALS TO A DEPTH OF 6. THE EXPOSED SURFACE SHALL BE VISUALLY CHECKED AND ANY SOFT OR WEAK AREAS SHALL BE REMOVED AND PLACED BY COMPACTED FILL j 2. COMMON FILLS SOILS SHALL CONSIST OF SOILS FROM THE SITE OR SOIL OF SIMILAR CHARACTERISTICS OBTAINED FROM OTHER SITES. SELECT FILL SOIL (NATURAL SOURC9- SHALL BE FiRRT: OF ORGANIC MATERIALS, A PLASTICITY INDEX OF LESS THAN 20. 3. FILL MATERIALS SHALL BE PLACED BY BOX BLADE OR FRONT END LOADER AND COMPACTED SUFFICIENT ENOUGH TO SUPPORT GRADE BEAM E IAVATION AND CONCRETE PLACEMENT LOADS- 4, AFTER STRIPPING, BRING BUILDING PADS TO FINAL GRADE BY ADDITION OF SELECT FILL MATERIAL S. PROVIDE 6 MIL THICKNESS WATERPROOFING BEIEATH ALL BUILDING FOUNDATIONS AND SLABS. MATERIAL SHALL BE VIRGIN PO(-YTiRYLETE PLASTIC FILIL OVERLAP 24- AT ALL JOINTS, REIW--CRC3YG 577E $PEClF1CA710NS 1. ALL RS FORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFORMING TO ASTM A61& GRADE 60. EXCEPT 93 BARS WHICH ARE BELT (SUCH AS STWR JI—. TES, OR DOWP3) MAY BE GRADE 40. WELDED MIRE FABRIC SHALL CONFROM TO ASTM A185. ALL FaaIFQZQMa SHALL BE CLEAN AND FREE OF WILL SCALE 7- DETALNG AND FABRICATION OF REIN]FORCI NG BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE. ACI 315. UNLESS SHOWN OTHERWISE. LAP CONTINUOUS BARS 30 BAR DIAMETERS AT SPLICES. 12 INCHES MNIMULL 3. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGNEER 4. ALL TOP REINFORCEMENT SWILL HAVE CORNER BARS PLACED WITH THEM THAT EXTEND INTO ADJACENT BEAMS AND AT BOTTOM AS REQUIZED BY CODE S. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 315. CHAIRS AND BOLSTERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SHEETS, OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. & CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE 199E AG CODE 7. VWiEETHE GEOMETRIC COIWGURATONS OF SLABS FORM INSIDE CORNERS, PROVIDE DIAGONAL REINFORCING ACROSS THESE CORNERS EXCEPT WHERE SHOWN OTHERWISE. THIS REINFORCING SHALL BE 3-M BARS X SO' LONG @ 4- ON CENTER AT EACH SUCH CORNIER. PLACED WITH TYPICAL SLAB Fa NFORCNG. CAST IN PLACE CONCRETE SPECIFICATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 31 & LL ND 2. ALL CONCRETE SHABE NORMAL WEIGHT (SAAND GRAVEL AGGREGATE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3A00 PSI. 3. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEPT AS SHOWN ON THE DRAWINGS. ANY STOP IN CONCRETE PLACEMENT WILL BE MADE WITH VERTICAL BULKHEADS INCORPORATING A SHEAR KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP POINTS SHALL BE APPRRVED BY THE STRUCTURAL ENGINEER PRIOR TO THE PLACEMENT. 4. FORIMIORK DESIGN IS THE RESPONISSILITY OF THE CONTRACTOR AND SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFCBIT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRUCTION LOADS. S. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SHALL BE GRADE BEAMS - W BOTTOM; 2• SIDES AND TOP FLOOR SLABS -Z' - & ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER 7. CONCRETE PLACEMENT SWILL BE ACCOMPLISHED BY DIRECT CHUTE FROM THE MIXER TRUCK OR BY PUMPING TO ITS FINAL POINT OF DEPOSIT CONCRETE SHALL NOT BE DRUG BY HAND MORE THAN 5 FEET. .& CONSOLLDATE-CONCRETE BY PROPER USE OF MECHANICAL VIBRATOR -THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH NOTE: RE -BAR SPECS THE REFERENCE WITH REFERENCED GEOTECHNICAL ALL GRADE BEAMS MUST BEAT BAR MIN. LAP MIN. RADIUS ENGINEERS REPORT FOR THE PROJECT AREA AND FEDERAL LEAST 6 NTO UNDISTURBED SIZE INCHES OF BENDS HOUSING ADMINISTRATION REQUIREMENTS. NO OTHER NATURAL GROUND. PJ 12' 15/16' WARRANTY OR GUARANTEE EXPRESS OR IMPLIED IS PROVIDED. #4 A SITE SPECIFIC GEOTECHNICAL ENGINEERING STUDY AND REPORT FOR THIS PARTICULAR PROJECT HAS NOT BEEN is COMMISIONED OR ACCOMPLISHED' #6 ill #8 -. - - -- - - - xj • J - n - - #3 BARS @ 12' O.C.E.W. \ al I \ #3 STIRRUPS @ 36- D.C. \�/\\ 3 #5 BARS TOP & BOTTOM j\ f 6 MIL POLY W.P. \/ SELECT FILL 41 RIOR� BEAM i INTERIOR SLAB DROP 8' x 1/2' ANCHOR BOLTS 2-1/2• ABOVE F.F. @ 48- O.C. AND WITHIN 12' OF DOOR AFILL 6#3 BARS @ 1#3 STIRRUPS3 #5 BARS TO6 MIL PO / SELECi 3EXTERIOR BEAM @ BRICK LEDGE 7EXTERIOR BEAM (d EXTERIOR WALL 8' x,/2' ANCHOR BOLTS W SMOO-TH BRICK - 2-12• ABOVE F.F. 1@ 48- O.C. DOWEL WHERE LEDG - ARIES AND WITHIN 12" OFDOOR CIA FLATWORK ABUTTS z. ------- - - - - - - �O 1 -t / \� #3 BARS @ 12- O.C.E.W. / /\ � #3 BARS @ 12- O.C. J 1 \ — j\ a! ) #3 STIRRUPS @ 36' O.C. ( I to ` / 1 1 3 #5 BARS TOP & BOTTOM �\ I // z 6 MIL POLY W.P. 6EXT. BEAM @ GARAGE BRICK LEDGE SEXTERIOR BEAM @ GARAGE DOOR _,� stnrTasl� F— --I r - I I I I �� 2 -- —J CD— ---J — ---� _ r-- --I4 � --I F — — — — i L---q;fR XI T �J� I I I I; 7 i t I I N I I I o I r I I_ I N L, ;co / , I I U l m 4 2 II i—toI it z-31• I I II II II II I II ;c;Tl II m_IL I I C. II r\� NOTE: AN, F 1 FOUNDATION PLAN SCALE:1/8"=l'-0' . V 01 SHEET: S-1.2 ,�,• AREA 31= SUMMARY 10 s: SHEEP: S-2.1 AREA SUMMARY O 00 00 0 _ o0 N 00 19 7�. 11'-10-" 8.-31^ i Q 4 5 12 b W in T (pay E vWi DINING - I I W mOPEN; ABo I I I Q Q SUITE m 1' C7 F� a F 8' CLG. I LIVINb $ �.PEiI TO AB VE ' O I O 9 7 J ' : CHE o 3 TO ABOVE e _ o I—� u 8 71' e•ac. 3' 1• r-11�" i KITCHEN _ DLNIIdG N _ 8' CL('i V QG N _ 014 - ° -- _ O25 018 020 -' e' CLG. O U n r 019 017 t B ` w.N. F _ _ _ SL O O _ r ci � �/l F 17�� 7_10-. 4._ 1. _ - O W.. 0 3 LIVIIVG Q 00 pcj OPEN TO ABOVE W 3 0 GARAGE GARAGE = u 8' CLG e' CLG. I W U IL -J ,8 F a° cn CN bo O y o v 073 C3 O 1 ._111 2 _11 r O 2 1.19'--4* W NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL. �LTJQ04 awz U P. O � 1 FIRST FLOOR DIMENSION PLAN 1 SCALE: 1!8"=1'-0" DOOR AND FRAME SCHEDULE NUMBER WIDTH HEIGHT HEIGHT SWING HEADER WIDTH HIEIGHT DESCRIPTION 010 1'-0" 6'-8' Left 2x6 1'-8" 6' 10.12' H.C. INT. SMOOTH 013 16'-0' 7'-0" Right ENG. 16'-3' 6' 10.12' OVERHEAD DOOR 008 r-0" 6'-8' Right 2x6 r-2" 6' 10.12" H.C. INT. SMOOTH 026 r-0' 4'-0' Right 2x12 7-4' 6' 10.12' H.C. INT. ACCESS 025 r-0• 4'-0' Right ac12 7-4' 6' 10.12' H.C. INT. ACCESS OW 7-0• 6'-8' Right 2z12 2-2' 6' 10-12' H.C. INT. SMOOTH -1ST 018 r-0• 6'$ Left 2x12 7-Z' 6' 10.12' H.C. INT. SMOOTH -1ST 024 r-0' 6'-8' Left 2x6 7-2' 6' 10.12" H.C. INT. SMOOTH 017 7 WINDOW SCHEDULE. NUMBER SIZE HEADER ROUGH OPENING DESCRIPTION WIDTH HEIGHT SIZE HEIGHT WIDTH HEIGHT 1 3'-0' 6'-0' 2x8 6'-8• 3'-0• 6'-0' D-L S.H.TWIN 6' 1 3'-0" 6'-0' 2x8 6'�" 3'-0" 6'-0' D-L S.H.TWIN 6' 2 2'-0" 2'-0• 2x6 6'-8" r-0' 2'-0' D-L FIXED 3 7-0' r-o" 2x6 6'�' 2'-0• 2'-0' D-L FIXED 4 3'-0• 5'-0' 2x6 6'�' 3'-0• 5-0' D-L S.H.TWIN 5 3'-0" 5'-0" 2x6 6'-8' 3'-0• 5'-0" D-L-S.H-.TWIN 6 4'-0' S'-0' 2x12 6'-8• 4'-0' S'-0' D-L S.H.-1ST 7 3'-0" 6'-0' 2x12 6'�' 3'-0• 6'-0" D-LS.H:IST 8 3'-0• 6'-0' 2x12 6'-8' 3'-0" 6'-0" al S.H.-1ST 9 2'-0" 4'-0' 2x6 6'-8" r-0" 4'-0" D-L FIXED 10 2'-0` r-0" 2x6 6'-8' 7-0' r-0• D-L FIXED 11 7-0' 2'-0' 2x6 6'-8• 7-0' r-0' D-L FIXED 12 7-0' r-o" 2x6 s•-8' z-0' 7-0' D-L FIXED 13 r-0' r-0• 2xs s's 7-0" r-0' D-L FOCED 14 r-0' 4'-0' 2x6 6'-8• 2-0' 4'-0• D-L FIXED 15 4'-0' S-0' 2x6 6'-8' 4'-0' S-0" D-L S.H. 16 4'-0" 2x6 6'-8• r-8' 4'-0" D-L S.H. 17 2'-8' 4'-0' 2x6 6'$ 7-8' 4'-0' D-L S.H. 18 r-0' 2'-0' 2x6 6'�' 7-0' r-0" D-L FIXED n DOOR AND FRAME SCHEDULE NUMBER WIDTH SIZE HEIGHT SWING HEADER WIDTH HIN GHT DESCRIPTION 010 V-6" 61-8" Left 2x6 1'-8" 6' 10-12" H.C. INT. SMOOTH 013 16'-0" T-0' Right ENG. 16'-3' 6' 10.12" OVERHEAD DOOR 008 2'-0" 6'-8" Right 2x6 2'-2" 6' 10-12" H.C. INT. SMOOTH 026 2'-0" 4'-0' Right 2x12 2'4' 610-12' H.C. INT. ACCESS 025 Z-0' 4'-0' Right 2x12 2'4" 6' 10-12" H.C. INT. ACCESS 005 Z-01 U-8" Right 2x12 Z-2' 6' 10-12" H.C. INT. SMOOTH -1ST 018 2'-W 6-f" Left 2x12 2'-2" 6' 10.12' H.C. INT. SMOOTH -1ST 024 2'-0" 6-8' Left 2x6 T-2" 6' 10-1/2' H.C. INT. SMOOTH 017 2-W 64r Left 2x12 7-7 6' 10-12' H.C. INT. SMOOTHAST 014 Z-0- 6-8- Right 2x12 Z-2' 6'10-12" H.C. INT. SMOOTHAST 019 2'-0- 6'-8' Left 2x12 2'-2" 6 10-12" H.C. INT. SMOOTRAST 022 7-0" 6'-8- Left 2x6 7-2' 6' 10-12" H.C. INT. SMOOTH 009 2'-0' 6-8' Left 2x6 2'-2' 6' 10-12' H.C. INT. SMOOTH 023 27-0" 61-f' Right 2x6 T-2" 6' 10-12' H.C. INT. SMOOTH 021 2'4" 6-8' Right 2x6 2'-10' 6' 10-12" H.C. INT. SMOOTH 012 2'-8' 6-8' Right 2x6 T-0" 6' 10.12' EXT. 15-LT. FRENCH 020 2'-8' 6'-8" Right 2x12 7-10" 610.12" H.C. INT. SMOOTHIAST 004 Z-8" 6*4r Right 2x12 Z-10" 6' 10-12' H.C. INT. SMOOTH -1ST 003 2'-8" 6'-8' Left 2x12 T-0' 6' 10-12" EXT. SOLID MASONITE FLUSH 015 2'-8" 6'-8" Right 2x12 T-0" 6' 10-12" EXT. SOLID MASONRE FLUSH 006 2'-8" 6-8- Left 2x6 T-0' 6' 10-12" EXT. 15-LT. FRENCH 001 T-0" 6-8" Left 2x6 3'-4' 6' 10-12" EXT. S.C. 6-PANEL FIBERGLASS 011 T-0" 6'-0" Right 2x6 3'-4' 6' 10-12" EXT. RAISED 6-PANEL STEEL 002 8'-0" T-0" Right ENG. 8'-3- 610-12" OVERHEAD DOOR 016 PR 2'-6' 6-8" Left 2x12 5'-0' 1 6' 10-12' H.C. INT. SMOOTH DOUBLE WINDOW SCHEDULE NUMBER SIZE HEADER ROUGH OPENING DESCRIPTION WIDTH HEIGHT SIZE HEIGHT WIDTH HEIGHT 1 3'-0" 6'-0" 2x8 6'-8" T-0" 6'-0" D-L S.H.TWIN 6' 1 T-0' 6'-0' 2x8 61-8" T-O" 6'-0' D-L S.H.TWIN 6 2 2'-0' 2'-0" 2x6 6'-8" 2'-0' 2'-0' D-L FIXED 3 2'-0' Z4" 2x6 T-8' 2'-0" 7-0" D-L FIXED 4 T-W 5'-0' 2x6 1 6'-8" T-0" 5'-0' D-L S.H.TWIN 5 T-O" 6-0' 2x6 V-8" T-0" 5'-0" D-L S.H.TWIN 6 4'-0' 5'-0" 2x12 6'-8" 4'-0" 5'-0' D-L S.H: 1ST 7 T-0" 64' 2x12 6-8" 3'-0- 6'-0' D-L S.H: 1ST 8 T-0' 6-0' 2x12 6*4r T-0' 6-0" D-L S.H: 1ST 9 2'-0' 4'-0' 2x6 6'4r 7-0" 4'-0' D-L FIXED 10 2'-0" Z-0- 2x6 6-8' 7-0' 2'-0" D-L FIXED 11 Z-0' 2'-0' 2x6 6'-W Z-0' 7-0' D-L FIXED 12 Z-0' 7-0' 2x6 6-8" 2'-0' 7-0' D-L FIXED 13 Z-0" 7-0' 2x6 6'-8' Z-0- 2'-0- D-L FIXED 14 7-0' 4'-0' 2x6 6'-8' 7-0' 4'-0' D-L FIXED 15 4'-0" S-U' 2x6 6'-8' 4'-0" 5'-0' D-L S.H. 16 Z-8" 4'-0" 2x6 6'-8" 2'-8" 4'-0" D-L S.H. 17 Z-8" 4'-0' 2x6 61-8' 2'-8" 4'-0- D-L S.H. 18 2'-0" 2'-0' 2x6 6'-8- Z-0- 7-0" D-L FIXED } I t 1 I I I I L--------------J NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL. 1 SECOND FLOOR DIMENSION PLAN SCALE: 1 /8'=1'-0" SHEET: S-2.2 p JOIST &BEAM SCHEDULE NUMBER QUANTITY SIZE ACTUAL LENGTH DESCRIPTION USAGE zXto 2x1z 2Xs 2xa DB-01 6 • 19'-51? #2 YELLOW PINE DROP BEAM A DB-02 2 • 1T-81? #2 YELLOW PINE DROP BEAM A DB-03 4 • t6'-6' #2 YELLOW PINE DROP BEAM A FB-01 4 • S-0' #2 YELLOW PINE FLUSH BEAM A FB-02 1 • 16-T #2 YELLOW PINE FLUSH BEAM A FB-03 1 • 3'-10 1!4' #2 YELLOW PINE FLUSH BEAM A FB-04 4 • T-91? #2YEtLOW PINE FLUSH BEAM A FJ-0t 8 • 19'-1 1? �2 YELLOW PINE FLOOR JOIST FJ-02 4 • T� 1? &2 YELLOW P'WE FLOOR JOIST FJ-03 6 • 3'-11' #2 YELLOW POPE FLOOR JOIST FJ-04 3 • 1T�' #2 YELLOW PINE FLOOR JOIST FJ-05 5 • 14'-4 1? #2 YELLOW PINE FLOOR JOIST FJ-08 3 • T-11 1? #2 YELLOW PINE FLOOR JOIST FJ-07 3 • 8'-3' #2 YELLOW PINE FLOOR JOIST FJ-08 4 • 5-11 1? #2 YELLOW PINE FLOOR JOIST FJ-09 7 • 11'-T #2 YELLOW PINE FLOOR JOIST FJ-10 6 • 15-5' #Z YELLOW PINE FLOOR JOIST FJ-11 5 • 1T-8 1? #2 YELLOW PINE FLOOR JOIST J-01 8 • 19'-1 1? #2 YELLOW PINE CEILING JOIST A J-02 g • 11'-T #2 YELLOW PINE CEILING JOIST A J-03 4 • 1T-0 1? #2 YELLOW PINE CEILING JOIST A J-04 12 • 4'-10' #Z YELLOW PINE CEILING JOIST A J-05 10 • 10'-4' #2 YELLOW PINE CEILING JOIST A J-O6 12 • 11'-T i12 YELLOW PINE CEILING JOIST A J-07 9 • 8'-9 1/2' #2 YELLOW PINE CEILING JOIST A J-0g g • 16'-8' #2 YELLOW PINE CEILING JOIST A J-09 2 • T-81? #2 YELLOW PINE CEILING JOIST A J-10 1 • S-0' #2 YELLOW PINE ' CEILING JOIST A RJ_01 1 • #2 YELLOW PINE FLOOR JOIST RJ-02 1 • 11'-T #2 YELLOW PINE FLOOR JOIST RJ-03 1 • 10'-8 1? #2 YELLOW PINE FLOOR JOIST FRAMING LEGEND J-00 CEILING JOIST ® FLOOR JOIST ®-0 RIM JOIST FB-00 FLUSH BEAM B-0 DROPPED BEAM RAISED BEAM © CONTINUOUS STRUCTURAL PLYWOOD SHEATHING LIB LET IN BRACING .. © WIND BRACING GB GYPSUM BOARD BRACING SHEET: S-3.2 AREA SUMMARY wwll. LL,- u, V] En VJ O� C/) 00 00 O _ 00 k!1mN 00c O� ` 00 --� ('M M 4 O,, �MM R: Q a u: WQQQ >R•E-F�F OQOWO U 0 E- 0i E-� f- --- .cm�--------------- I wi--------------------_ r-� m N L_J U OPEN TO eaow O p I � F L Q OQ a - -----_-_--- o I U L ao Z H3 I C/� I _ y I � I � I I � 1 1 1 I I r--------------------- o I I N I I O 1 I So -,z'----------------------- E-� a W Z L — — — — — — — — — — — — — — Wtilg04 F. 1:4ol. RiwZ gU13 p 0 `W x ti NOTE: LEFT AND RIGHT SIDES OF PLAN, ARE IDENTICAL_ q 1 SECOND FLOOR FRAMING PLAN SCALE: 1/8'=1'-0' JOIST & BEAM SCHEDULE NUMBER QUANTITY SIZE ACTUAL LENGTH DESCRIPTION USAGE 2x1O 2x12 2x6 I 2x8 DB-01 6 •1 1T-5 12' #2 YELLOW PINE DROP BEAM A DB-02 2 • 1 12'-8 12" #2 YELLOW PINE DROP BEAM A " DB-03 4 • 16'-6" #2 YELLOW PINE DROP BEAM A FB-01 4 • 5'-0- #2 YELLOW PINE FLUSH BEAM A FB-02 1 • 16'-7" #2 YELLOW PINE FLUSH BEAM A FB-03 1 • T-10 1/4" S2 YELLOW PINE FLUSH BEAM A FB-04 4 • 2'-9 1 /2 42 YELLOW PINE FLUSH BEAM A FJ-01 8 • 19'-1 12' !2 YELLOW PINE FLOOR JOIST FJ-02 4 • 7'4 12' #2 YELLOW PINE- FLOOR JOIST FJ-03 6 • 3'-11" #2 YELLOW PRE FLOOR JOIST FJ-04 3 • 17'-8' #2 YELLOW PINE FLOOR JOIST FJ-05 5 • 14'-4 12' #2 YELLOW PINE FLOOR JOIST FJ-06 3 • T-1112" #2 YELLOW -PINE FLOOR JOIST FJ-07 3 • 8'-3" #2 YELLOW PINE FLOOR JOIST FJ-08 4 • 6'-11 12" #2 YELLOW PINE FLOOR JOIST FJ-09 7 • 11'-7" #2 YELLOW PINE FLOOR JOIST FJ-10 6 • 16'-6' #2 YELLOW PINE FLOOR JOIST FJ-11 5 • 12'-8 12" #2 YELLOW PINE FLOOR JOIST J-01 8 • 19'-1 12' #2 YELLOW PINE CEILING JOIST A J-02 9 • 11'-7" #2 YELLOW PINE CEILING JOIST A J-03 4 • 12'-0 12' #2 YELLOW PINE CEILING JOIST A J-04 12 • 4'-10" #2 YELLOW PINE CEILING JOIST A J-05 10 • -4 101' #2 YELLOW PINE CEILING JOIST A J-06 12 • 11'-7' #2 YELLOW PINE CEILING JOIST A J-07 9 • 8'-9 1/2" #2 YELLOW PINE CEILING JOIST A J-08 8 • 16'-8" #2 YELLOW PINE CEILING JOIST A J.09 2 • 7'-8 1/2" #2 YELLOW PINE CEILING JOIST A J-10 1 • 5'-0' #2 YELLOW PINE CEILING JOIST A RJ-01 1 • 9'-1" #2 YELLOW PINE FLOOR JOIST RJ-02 1 • 11'-7" #2 YELLOW PINE FLOOR JOIST RJ-03 1 1 • 10'-8 12" #2 YELLOW PINE FLOOR JOIST NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL 1 FIRST _FL FLOOR FRAMING PLAN SHEET: S-3.1 AREA 1 SLTMM-ARY www- w 00000 ' 00 ROOF FRAMING NUMBER QUANTITY SIZE JACTUAL LENGTH DESCRIPTION USAGE 2xs 2x8 HV-01 1 *1 20'-0 114" #3 YELLOW PINE HIP -VALLEY A HV-02 1 ol 8'-4 12" #3 YELLOW PINE HIP -VALLEY A HV-03 1 • .Z-6 3/4' #3 YELLOW PINE HIP -VALLEY A HV-04 1 ol 1 T-8114" 93 YELLOW PINE HIP -VALLEY A HV-05 1 ol 11-8 1/4' 93 YELLOW PINE HIP -VALLEY A HV-06 1 • 111-5-1/1" #3-YELLOW PINE HIP-VALEY A HV-07 2 • 4'-W #3 YELLOW PINE HIP -VALLEY A HV-08 4 • 4'-0' 03 YELLOW PINE HIP -VALLEY A HV-09 4 • 6'-9 314" 93 YELLOW PIKE HIP -VALLEY A R-01 1 • 2V4r #3 YELLOW PINE RIDGE A R-02 1 • 12-1" 43 YELLOW P8,IE RIDGE A R-03 1 • 8'-9 12' 1/3 YELLOW PINE RIDGE A R-04 1 • 20'-9 12' 93 YELLOW PRE RIDGE A R-05 1 • 21W .12" 43 YELLOW PINE RIDGE A R-06 1 • I V-1 1/4' #3 YELLOW PINE RIDGE A R-07 2 • 14'-6 3/4" #3 YELLOW PINE RIDGE A R-08 1 • 41-6' #3 YELLOW PINE RIDGE A RA-01 12 • 1Z-9 34' #3 YELLOW PINE RAFTER A RA-02 6 • 28'-11 12' #3 YELLOW PINE RAFTER A RA-03 9 • 20'-10114" #3 YELLOW PINE RAFTER A RA-04 2 • 8'-8 3/4' #3 YELLOW PINE RAFTER A RA-05 1 10 T-3' #3 YELLOW PINE RAFTER A RA-06 3 • 5'-1' #3 YELLOW PINE RAFTER A RA-07 54 • 7-11 314" #3 YELLOW PINE RAFTER A RA-08 2 • 1'-11 3/4' #3 YELLOW PINE RAFTER A RA-09 10 • 4-712' #3 YELLOW PINE RAFTER A RA-10 6 • W-10 314" #3 YELLOW PINE RAFTER A RA-11 2 • 13'-3 12' #3 YELLOW PINE RAFTER A RA-12 2 •. 11'-q 12" #3 YELLOW PINE RAFTER A RA-13 2 10 8'-9 3/4" #3 YELLOW PINE RAFTER A RA-14 2 • 6'4' #3 YELLOW PINE RAFTERA RA-15 2 • 4'74" #3 YELLOW PINE RAFTER A RA-16 2 • Z- 1/4- #3 YELLOW PINE RAFTER A RA-17 1 • 13'7 12" #3 YELLOW PINE RAFTER A RA-18 1 • 10` 1 3/4' #3 YELLOW PINE RAFTER A RA-19 1 • 5'-8 114" #3 YELLOW PINE RAFTER A RA-20 5 • 8'-8 12" #3 YELLOW PINE RAFTER A RA-21 1 • T-T #3 YELLOW PINE RAFTERA RA-22 1 • 5'4 1/4' #3 YELLOW PINE RAFTER A RA-23 1 • 3'-1 12" #3 YELLOW PINE RAFTER A RA-24 1 • V-5 3/4" #3 YELLOW PINE RAFTER A RA-25 3 • 5'-7 12" #3 YELLOW PINE RAFTER A RA-26 12 • 1 29'-2 1/4" #3 YELLOW PINE RAFTER A RA-27 1 • 1 7-1 1/2" #3 YELLOW PINE RAFTER A RA-28 1 • 4'-10 3/4" #3 YELLOW PINE RAFTER A RA-29 1 • 2'-7 3/4" #3 YELLOW PINE RAFTER A RA-30 2 • T-10' #3 YELLOW PINE RAFTER A RA-31 2 • 6-6 3/4' #3 YELLOW PINE RAFTER A RA-32 8 • . 8'-6 12' #3 YELLOW PINE RAFTER A RA-33 1 • 6-3 314' #3 YELLOW PINE RAFTER A RA-34 1 le 4'-1" #3 YELLOW PINE RAFTER A RA-35 3 • 7-1 1/4" #3 YELLOW PINE RAFTER A RA-36 1 a 5'-2 1-14` #3YELLOW PINE RAFTER A RA-37 1 • 5-7 1/Y #3 YELLOW PINE RAFTER A RA-38 1 • T-9 3/4' #3 YELLOW PINE RAFTER A RA-39 1 • 10'-0" #3 YELLOW PINE RAFTER A RA-40 2 • 2'-8 12" #3 YELLOW PINE RAFTER A RA-41 12 • V-812' #3 YELLOW PINE RAFTER A A' RA742 1 • T-7' #3 YELLOW PINE RAFTER A - RA-43 1 0 64 1/4" #3 YELLOW PINE RAFTER A RA-44 1 • T-1 12" 43 YELLOW PINE RAFTER A RA=45 1 • 64r #3 YELLOW PINE RAFTER A RA-46 1 • 4'-5" #3 YELLOW PINE RAFTER A RA-47 1 • Z-2 1/4" #3 YELLOW PINE RAFTER A RA-48 9 • 7'-1 314" #3 YELLOW PINE RAFTER A RA49 3 • 16-0 3/4' #3 YELLOW PINE RAFTER A RA-50 4 • 2'-10' 1#t3 YELLOW PINE RAFTER A RA-51 2 • 7-9 12' 1 #3 YELLOW PINE RAFTER A NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL SHEET: S -4 1 ROOF FRAMING PLAN SCALE: 1/8"=V-0" SHEEP: SS AREA SUMMARY N ool 4 5 6 79 79 ---=-------------- I �85 78 Q . 86 8781 1 2 7 8 9 80 >�E-w wf --------------------- co —1 0 83 2 s 10 88 88 11 12 2 L_J 2074 a _ m 13 14 15 86 19 ... OPFNTOBUOW 5 N p,� / _r (Yt 21 t28 16 17 182 — .14 $ a 26 27 /�% i/ y� t-�//'I 28 21 21�� „/i -- --- /,/ i//i / / 1 72 72 c/) 1 32 �ir/�,�: w _o 1 233� j4 j �+ F L — J 29 35 al N // r/ m 1 ///;//,� ,��� 24 24 / % 'i i //; /ME, � o 33,cli I 30 36 56 QI, 8 17 Z a Hs. 1 44 45 49 34 -- - - - 41 42 4348 51 55 I 31 I I 38 39 40 • '------------------------- I 48 52 47 - p 91 N L-------------- J p _. ^ Q i+fl 3 NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL. W O NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL. 89 90 T 2FLOOR DECKING LAYOUT 1 ROOF DECKING LAYOUTi SCALE: 1/8'=1'-0' SCALE: 1/8'=V-0' 22 15 75 75 /; / j.25 / 73 63 63 8 2 ' 8 so 5s Add ',;% 66 65 � 29� 60 59 SHEET: A-1.1 AREA SUMMARY O O oc N 00 4 5 2 6in r r �] >t�H�E¢ 3 Q DLNING I c TO ABI p OPEN_ L 1 SUITE LPANh • 9CLG. 1 OPE"TOABOVE O O B 7 L J ; CIIE p 'roABovE - �` I N N I - - KITCHEN — 1 llll DINIl�iG 014 � 6 CLG. - -- -- 0 _ D25 OI6 �� a 1 O Dssn °O h 017 1/2 BATH wH. 019 ow oos ots— — — — — — — —i�a c 00 W "`�` oos LIVING o mE sm OPEN 7o ABOVE QQ U 3 GARAGE GARAGE o 6 CLG. B CLG. _ L 18 Z H3 z 0 a O O 2 1 t O N O w O CA ' Z LEI m. NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL. 04 �wp�L4 x - Ca 1 FIRST FLOOR PLAN SCALE: 1/8•=1'-0" DOOR AND FRAME SCHEDULE NUMBER WIDTH HEIGHT HEIGHT SWING HEADER WIDTH HIEIGHT DESCRIPTION 010 1'-0' 6'-8' Left 2x6 1'-8' 6' 1a1n' H.C. INT. SMOOTH 013 16'-0' T-0• Right ENG. 16'-3' 6' 1a1? OVERHEAD DOOR 008 r-0' 6'-8' Right 2x6 2-r 6' 1a1? H.C. INT. SMOOTH 026 2-0• 4'-0• Right 2x12 2�' 6' 1a1? H.C. INT. ACCESS 02•i 2-0• 4'-0• Right 2x12 Z�• 6' 1a1? H.C. INi_ ACCESS Opp Z4T 6'-8' Right 2x12 Z-r 6' 1a1? H.C. INT. SMOOTH -1ST C18 2-0• 6'�' Left 2x12 7-r 6' 1a1? H.C. INT. SMOOTH -1ST C24 Z-0• 6'$' Left 2x6 Z-r 6' 1a1? H.C. INT. SMOOTH 017 2-0' 6'-8• . Left 2x12 2-r 6' 1a1? H.C. INT_ SMOOTH -1ST 014 2-0• 6'-8' Right 2x12 r-r 6' 1a1? H.C. INT_ SMOOTH -1ST 019 r-0• 6'-8' Left 2x12 r-z• s' 1a1n' H.C.INT. SMOOTH -1ST ozz r-0• s•$• Left 2x6 r-r s' 1 a1? H.C. INT_ SMOOTH 009 r-0" 6'�" Left 2x6 r-r 6' 1a1? H.C. INT. SMOOTH 023 2-0" 6'-8• Right 2x6 r-r 6' 1a1? H.C. INT_ SMOOTH 021 2-0• 6'-8' Right 2x6 Z-10' 6' 1a1? H.C. INT. SMOOTH 012 r-s• s'-8• Right 2x6 3'-0• 6' 1a1? EXT.15-LT. FRENCH 020 2'-0' 6'-8' Right 2x12 2'-10• 6' 1a1? H.C. INT. SMOOTH -1ST 004 r-a• 6'-8• Right 2x12 T-10' G 1a1? H.C. INT. SMOOTH -1ST 003 2'-8' 6'-8• Left 2x12 3'-0• 6' 1a1n• EXT. SOLID MASONffE FLUSH 015 r-0• 6'-8' Right 2x12 3'-0• s' 1a1? EXT. SOLID MASONITE FLUSH 006 ram' 6'-8• Left 2x6 3'-0" 6' 1a1? EXT. 1SLT. FRENCH 001 3'-0• 6'-8" Left . 2x6 3'-4" 6' 1 a1? EXT. S.C. 6-PANEL FIBERGLASS 011 3'-0' 6'-8• Right 2x6 3'-4• 6' lath" EXT. RAISED 6-PANEL STEEL 002 8'-0• T-0" Right ENG. 8'-3' 6' 1a1n• OVERHEAD DOOR 016 PR 2'-6• 6'-8" Left 2x12 5-4" 6' 1a1n' H.C. INT: SMOOTH DOUBLE WINDOW SCHEDULE NUMBER SIZE HEADER ROUGH OPENING DESCRIPTION WIDTH -HEIGHT SIZE HEIGHT WIDTH HEIGHT 1 3'-0' 6'-0• 2x8 6'-8• 3'-0" 6'-0" D-L S.H.TWIN 6' 1 3'-0' 6'-0• 2x8 6'-0• 3'-0• 6'-0• D-L S.H.TWIN 6' z z-o• r-0• zxs s'-6• r-0• r-0• D-L FIXED 3 r-0• r-0• zxs s'-s• r-0- r-0• D-L FIXED 4 3'-0• S-0• 2x6 6'-0" 3'-0" 5-0• D-L S.H.TWIN 5 3'-0• 5-0• 2x6 6'-8' 3'-0• 5'-0' D-LS.H.TIMD1- 6 4'-0• S-0• 2x12 6'-8" 4'-0" S-0• D-L S.H -1ST 7 3'-0" 6'-0" 2x12 6'-0• 3'-0• 6'-0' D-L S.H.-1ST - 8 3'-0• 6'-0' 2x12 6'-8" 3'-0• 6'-0• D-L S.H -1ST 9 2'-0" 4'-0" 2x6 6'-8• Z-0' 4'-0• D-L FIXED 10 2'-0• r-0" 2x6 6'-8• Z-0• Z-0" D-L FIXED 1?- 2-0' Z-0• 2x6 6'-0• 2-0• r-0• D-L FIXED 12 r-o' 2-0• 2x6 6'-8• 2-0• 2-0" D-L FIXED 13 Z-0• Z-0• 2x6 6'-8• Z-0• 2-0• D-L FIXED 14 Z-0• 4'-0" 2x6 6'-8• 2-0• 4'-0• D-L FIXED 15 4'-0' S-0• 2x6 6'-8" 4'-0• S-0" D-L S.H. 16 r-8• 4'-0" 2x6 6'�" r-8' 4'-0• D-L S.H. 17 r-8• 4'-0• 2x6 6'-8• 2-8• 4'-0- D-L S.H. 18 2'-0' 2'-0• 2x6 6'-8• r-0• r-0" D-L FIXED DOF SHEATHING OOF SHEATHING ROOF SHEATHING bt SIl1D w TYPE -A' WS LAn EI STUDwAL1 TYPE x TYPE X a snro w era BID - IT lNif -ITI 7R-30 In 1 1 R-30INSULATION_ 1 !I GYP BD I !I GYP BD 1!I GYP BD--'� 1 I 2" GYP BD i TYPE W GYP BID I TYPE "X' GYP BD W TYPE "X" GYP B I 2X4 SKIDS - I 2X4 STUDS 2X4 STUD 2X4 STUD WALL .13 BATT INSULATION 1 11 GATT INSULATION I 1 I I 1 , , -11 BATT INSULATION R-11 BATT INSULATI 1 1 I I ' AIR SPACE ICK VENEER LASHING I 6 I I I I I I I I 1 I I 6 I I I 6 I I � I i I - RICK CONTINUES THROUGH PORCH ROOF 2X6 CEILING JOIST ZX6 RIMJOIST WITH LAG BOLT T� I I I I I 1 EE W JOIST 2X6 PDNY W I � 2X4 STUD WALL 7G GyP9D . W TYPE TYPE TYPE'X" TYPE W GYP W Gyp GYP BD 'X- GYP BD 2 LAYERS 5V TYPE'X" GYP BD I 2 LAYERS SIB' TYPE GYP BD • I 2 LAYERS 5✓B" TYPE GYP BD USE FURRING CHANNELS IN USE FURRING CHANNELS IN I'. USE FURRING CWINNES IN GARAGE WITH STD. 12' GYP BD I. I _ GARAGE WITH STD. 1lI GYP BD I GARAGE WITH STD_ UI GYP BD "AIR SPACE I TYPE WGyp BE) TYPE 7C" GYP BD "I L` TYPE X GYP BDi. 1/2' GYP BID STLX)s 1 27Ct 2X4 SPUDS I ' x4 COLUMN 2X4 STUD WALL BATT INSULATION-11 BAl7 INSULATION-11 BATT INSULAION-13 BATT INSULATION.14 [,2X4 RICK VENEER 1 � I I I I I I I s I 2x4 TREATED WOOD SET ON BEAD OF PLATE CAULK I I 2rt6 TREATED PLATE I I I 2ffi TREATED PLATE I I �• I 2x6 TREATED PLATE SECTION @ PORCH 2SECTION @ TENANT SEPERATION SECTION@ TENANT SEPERATION SECTION @TENANT SEPERATION NOTE: TENANT SEPARATION SHALL EXTEND TO FASCIA x o Wd��a E~ o O�p C7 Mr, E' 1 BREAKW/ 10• MAX SPAN PLATE BELOW TYPE 7C GYP BDSTUDS t 1 BATT INSULATION N N k 0 rn V a DETA3L TENANT SEPERATION FQ4f'• C1 1.N " . h �-+ W O WO H 3 � z -- 30I NSULATION F- v1 0 p 5 SECTION @ SINGLE STORY ■■N No so ■■ �:��-:.! 1�—�-1�: _...:o ■■ � ■■ � ���1 �� ��;�i ems; i��o=—=i�� �i ___ _ =� � � tea_ ■ ■ ate—. ■ ■ __�____. ! =- ====== ■■ - _== inV ====-= In on NOON■■= =====■■ =■■= =_ ===MEN ONE ■E■ ■■■ _—_____— ■■■ ■N■ ■■■_ -_===_ ===__ ____=______ ME N■■ ■■■ ■E■ ==■■N ■■■ ■■■ ■■■_ �== ___ ===_: = === ■■■ ■■■ -------------------------- ------------- ------------- ■■ ®= ==_ = = =_ = =__� =_ :■■■■ram==-■s■ _ _■■■ =�= ==== =_s■■ ®■®®®® qu _===_ONE1FiI H®Ill®-=_®®ml®O®®®FS ®fie === =ZC Ill _ I'�os- 50111i ® man ------------------------------- ■®©� =----= III ===_ --.®� ®�■ mom I ASHLAR OR BRICK 4x4 POST SECTION A 1x4 HARDI-TRIM T SQUARE COLUMN HARDI-PLANK RUN VERTICALLY VERTICAL 2x4 FOR NAILER 4x4 WOK INT. COLUMN FOR LOAD BEARING JOB BUILT 2x8 CAP R.W. OR KDAT (19- SLOPE) 15# FELT ASHLAR OR BRICK SQUARE COLUMN WITH 18' WAINSCOAT DETAIL C `4x4 POST SECTION A 11 —1x4 HARDI-TRIM 11 I I W KDAT TRIM I I 11 I I I I T SQUARE COLUMN 11 HARD14PLANK it RUN VERTICALLY 11 11 VERTICAL 2x4 I I FOR NAILER I I 4x4 WOM. INT. COLUMN I I FOR LOAD BEARING II -lx4 HARD[ -TRIM SQUARE COLUMN DETAIL D srw,c,mna AINTERIOR SECTION SCALE: 1/8"=V-0" 3 SIDE ELEVATION B WrERIOR SECTION A-3.2 AREA iUMMARY N N_ d U a P�1 � 4 O C o F A �W W a 0 U f�� 0 a0 C) 0 9 ,It p : • • 011 O FINISHING NOTES 2. I 4. 5. 6. --- - DINING OPEN TO ABO i DWEV3 i I N 00 m ; �0 CHE i J ; O co N TO ABOVE N t0 [V i O O � 2CABINET LAYOUTS SCALE: 1/4"=1'-0" 1 CABINET LAYOUTS N U� z� m � F O F. Q00 V W OF Wo � z [>-i 3 z T!] L 0 a a SHEET: E-1.1 AREA SAY u.www- w cnocn 00 00 0 -' 00 v� Ncn MO�� +�nMcM a¢ qp A l 2 .a SUSPENDED +1- _- _ _ _ _ _ _ > a E.-t ~ [�• t - ' OwwO O sisPENom ; 1 O I \ I 7�I{II�7Iy1'} 7/�1J� N = ...�E HIM I I — — � O U v _ < L \-------- lVJ_ \ ^ o \ d -I G Q 00 0 I S - x x Ua CLG vI j db rn q C7 A w a NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL ozWo U wawz V 040 w x FINISHING NOTES A z. 3. 4. 5. 6. 1 FIRST FLOOR ELECTRICAL PLAN SCALE: 1/8"=V-0" ELECTRICAL LEGEND 110 VOLT OUTLET -� LIGHT FIXTURE 220 VOLT OUTLET -¢- WALL -HUNG LIGHT G� GFI OUTLET -¢- COACH LIGHT °qy� DISPOSAL 3=C RECESSED LIGHT G DISHWASHER OUTLET WATER -PROOF OUTLET �- VENT VENTHOOD OUTLET �-L VENT -LIGHT CEILING MTD. OUTLET � FLOOD LIGHT $ ELECTRIC SWffCH CEILING FAN 3-WAY SWITCH 3-WAY DIMMER SWITCH �� FLORESCENT LIGHT SET DOORBELWALL L B ® DOORBELL CHIME - TELEPHONE JACK ns.n. SMOKE DEFECTOR lJ TELEPHONE � "CAT-5" TELEPHONE JACK HVAC A/C PAD ® CABLE TV .TACK GAS LINE � "RG-8" CABLE TV JACK ® SPEAKER WIRE `ELECTRICIAN TO ABIDE BY ALL FEDERAL, STATE, AND LOCAL CODES 'PRE -WIRE FOR GARAGE DOOR OPENER SHEET: E-1.2 AREA SAY -It 00 00 O 00 N 00 cn M !� CL� . j - - >Ix � O+1 U kD OWo ---------------------- r—� e� I I L-J N oPv+ro BELOW 1 U� L / H / / - ---- 1/) ''tea L-J dU z W � wo h I F� z I icm� oowa+ I o 1 a - 1 v 1 1 1 1 1 I 1 N --------------------- 1 L-------------------------1 I • 1 I L---------------� C)w .-. Z z NOTE: LEFT AND RIGHT SIDES OF PLAN ARE IDENTICAL. �= x FINISHING NOTES >Fl A 1. 2. 3. 4. 5. 6- 1 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/8•=V-0" ELECTRICAL LEGEND 1'10 VOLT OUTLET -¢- LIGHT FIXTURE 220 VOLT OUTLET -� WALL -HUNG LIGHT GFI OUTLET -� COACH LIGHT � DISPOSAL RECESSED LIGHT (�� DISHWASHER OUTLET WATER -PROOF OUTLET -� VENT VENTHOOD OUTLET -�L VENT -LIGHT �'�°" CEILING MTD. OUTLET � FLOOD LIGHT ELECTRIC SWITCH CEILING FAN 3-WAY SWITCH , 3-WAY DIMMER SWITCH FLOE FLORESCENT LIGHT SET B DOORBELL ® DOORBE JOIST & BEAM SCHEDULE NUMBER QUANTITY SIZE ACTUAL LENGTH DESCRIPTION USAGE 2x10 2xl2l 2x6 I 2x8 DB-01 6 • 19'-51/7 #2 YELLOW PINE DROP BEAM A DB-02 2 • 17-812' #2 YELLOW PINE DROP BEAM A " DB-03 4 • 16'-6' 92 YELLOW PINE DROP BEAM A FB-01 4 • 51-(r #2 YELLOW PRE FLUSH BEAM A FB-02 1 • 16'-7' #2 YELLOW PINE FLUSH BEAM A FS-03 1 • 3'-101/4' 92 YELLOW PRE FLUSH BEAM A FB-04 4 • 7-9 1/2' 42 YELLOW PINE FLUSH BEAM A FJ-01 8 • 19'-1 12' #2 YELLOW PINE FLOOR JOIST FJ-02 4 • T-4 12' 92 YELLOW PINE FLOOR JOIST FJ-03 6 • 3'-11' #2 YELLOW P94E FLOOR JOIST FJ-04 3 • 17'-8' 92 YELLOW PRE FLOOR JOIST FJ-05 5 • 14'4 1 92 YELLOW PRE FLOOR JOIST FJ-06 3 • 7'-11 112' #2 YELLOW -PRE FLOOR JOIST FJ-07 3 • 8'-3- #2 YELLOW PINE FLOOR JOIST FJ-08 4 • 5-11 112. 92 YELLOW PINE FLOOR JOIST FJ-09 7 • 11'-7' #2 YELLOW PINE FLOOR JOIST FJ-10 6 • 16'-6' #2 YELLOW PRE FLOOR JOIST FJ-11 5 • 17-812' #2 YELLOW PINE FLOOR JOIST J-01 8 • 19'-1 12' #2 YELLOW PINE CEILING JOIST A J-02 9 • 11'-7' #2 YELLOW PINE CEILING JOIST A J-03 4 • 17-012' #2 YELLOW PRE CEILING JOIST A J-04 12 • 4'-10' #2 YELLOW PINE CEILING JOIST A J-05 10 • 1014' #2 YELLOW PRE CEILING JOIST A J-06 12 • 11'-7' #2 YELLOW PINE CEILING JOIST A J-07 9 • 8'-9 12' #2 YELLOW PINE CEILING JOIST A iI w 8 • 16'-8' #2 YELLOW PINE CEILING JOIST A J-09 2 • T-8 12' #2 YELLOW PINE CEILING JOIST A J-10 1 • S-0' #2 YELLOW PINE CEILING JOIST A RJ-01 1 • 9'-1. #2 YELLOW PINE FLOOR JOIST RJ-02 i 1 • 11'-7' #2 YELLOW PINE FLOOR JOIST RJ-03 I 1 • 101-8 12' #2 YELLOW PINE FLOOR JOIST ZxNFTE! C gFAW s D 14 h 67-rCoC . FRAMING LEGEND O: CEILING JOIST Q FLOOR JOIST RIM JOIST FLUSH BEAM DROPPED BEAM ® RAISED BEAM © CONTINUOUS STRUCTURAL PLYWOOD SHEATHING LIB LET IN BRACING ® WIND BRACING RI I GYPSUM BOARD BRACING NOTE:. LEFT AND RIGHT.SIDES OF PLAN ARE IDENTICAL I 1 FIRS/T�_FLOOR FRAMING PLAN S-3.1 Y N_ U� H � O F z a Q 00 pq Lu 80 0 �W0 aV) F- 0 0 a /wG� `� City of College Station Page of �� Building Inspection Department g PLANS EXAMINATION REPORT Address: Z 3 '-/0 3 15 Au. w, C%g s e L o er Date: $ Project Name: y - 14l a )c -e r Lo- 4:7 Z- ; IS I X 3 Drawing Number Code Ref. Number Questions or Comments 15Z S 4 N a �`�✓ ✓. O S Rv! �e4•17 t� u ✓�f Sa.-�+�6+r„ u ✓C f�G. TYSL�iI R G /�J P �"Lv� PF;1 D ec, A I hrvi, q c e- L- S Received by: Date: ma 10,47 PROJECT Z 3 CfC' st 3 3 PLAN REVIEW NO Cl-sse -ob l / / CI RESIDENTIAL OCCUPANCY REQUIREMENTS 20001ntemational Building Code • R1 - R2 • &Q • R4 CODE SECTION ITEM O.K., COMMENT OR N/A 310 Residential Occupancy 308.2 Classification from Group 1-1 to Group R-4 308.3 Classification from Group 1-2 to Group R-3 308.5 Classification from Group 1-4 to Group R-3 310 Classification from Group R-4 to Group R-3 Table 503 Building Height & Area 508.2 508.5 508.8 Parking Garage Below Group R 302.3.3 Separated Uses 508.6 508.7 Height Increase for Group R-2 1003.3.3.8 Mezzanines 508.4 Special Unlimited Height 506 General Area Modifications 302.3 Mixed Occupancy Separation 1107.5 Accessible Features 708.3 Fire Partition Requirement 310.3 Dwelling Unit and Guestroom Separation 716 Fireblocking and Draftstopping 716.3.2 Floor/Ceiling Drattstopping for Groups R-1, R-2, R-3, R-4 716.4.2 Attic Drafstopping for Groups R-1, R-2 N 907.2.10 9072.10.1.1 Smoke Alamo in Group R-1 907.2.10 9072.10.1.2 Smoke Alarms in Group R-2, R- 3, and R-4 905 STANDPIPES REQUIRED CODE SECTION ITEM O.K., COMMENT OR WA 905.3.1 Buildings with Floors > 30 it above Fire Department Vehicle Access 905.3.2 Buildings with Story > 10,000 S.F. and > 200 ft travel to Fire Department Vehicle Access 905.4-905-6 Hose Connection Location 905.2 Standpipe Standard NFPA 14 905.9 Valves Controlling Water Supply 903 SPRINKLERS WHERE REQUIRED 903.2.12.1 Basements > 1500 sq ft 903.2.12.2 Rubbish & Linen Chutes 903.2.12.3 Buildings Over 55 it in Height 9032.7 Group R1 903.2.8 Group R2 > 2 Stories or More than 16 Dwelling Units 9032.9 Group R-4 903.3.1 Sprinkler Standard NFPA 13 903.4 Valves Controlling Water Supply 903.3.12 NFPA 13R Sprinkler System for Group R Stories • 4 stories 903.3.2 Quids -Response and Residential Sprinklers 907.2.8 Manual Fire Alarm System and Automatic Fire Detection for Group R-1 9072.9 Fire Alarm System for Group R-2 907.2.10 Single & Multiple Station Smoke Alarms 9072.10.1.4 Smoke Alarms (Alterations, Additions or Repairs) 907.2.10.3 Interconnection i� 2000 Plan Review Forms Page 48 of 60 PROJECT PLAN REVIEW NO RESIDENTIAL OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 907.9.1.2 Visible Alarm Notification Appliance for Group R-1 907.9.1.3 Visible Alarm Notification Appliance for Group R-2 907.9.2 Audible Alarms 1003 General 1003.2.3 Exit Capacity • Occupant Content 1004.3.2.2 Minimum Width of Access Corridor 1003.3.3.1 Minimum Stair Width i7�C 1003.3.1.1 Minimum Exit Door Width eV 1003.3.1.1 Size of Door C, 4 1003.2.2.7 Converging Exits Or' 1004 Travel Distance & Arrangement of Exits Table 1004.2.1 Room or Tenant Space > 10 Oocupants or > Travel Greater/�- Than 1004.2.5 10042.5 Common Path of Travel lg 100422.1 Exits separation (% Diagonal Dimension of Building) No 10052.1 Minimum Number of Exits t! K Table 1005.2.2 Group R-2 Single Exit (Two Stories, 4 Dwelling Units per Floor, and 50 ft Travel Distance LIM ((( 1005.2.2 Single Exit (Group R3) 1007.1 Boiler, Incinerator or Furnace Rooms 1007.2 Refrigeration Machinery Room 1004.3.2.3 Dead -End Corridor • 20 ft 1005.3. 1004.32.1 Exit Access Corridor 1009 Emergency Escape and Rescue CODE SECTION ITEM O.K., COMMENT OR WA 1009.4 Operational Constraints (Bars, Grilles, Grates, or Similar Devices) �� 1005.3.2.5 Smokeproof Enclosures 1003.3.3.8 Mezzanines 1005.3.2 Exit Stairs 707.2(7) Floor Openings Permitted 1005.3.6 EXTERIOR EXIT STAIRS 1005.3.6.1 Height • 6 stories • 75 ft 1004.2.4.2 1004.3.3 Egress Balconies 1005.3.6.5 Exterior Stairway Protection 1006.2.2 Adjacent Lot Unes 1003.3.3.5 STAIRWAY CONSTRUCTION WA 1003.3.3.3.2 Closed/Open Risers 1005.32.2 Separation of Closets Below Stairways 1005.3.2.3 Stairway Identification for Stairs That Continue Below the Level of Discharge 1003.3.3.3 Stair Treads and Risers 1003.3.3.3.1 Uniform Treads and Risers 1003.3.3.8 Winders 1003.3.3.9 Spiral Stairways 1003.3.3.7 Circular Stairs 1003.3.3.10 Alternating Tread Devices 1003.3.3.4 Landings 1003.3.3.11 Handrails 1003.3.32 Headroom 1003.3.3.12 Access to Roof 1005.3.5 Horizontal Exits 1006 Exit Discharge 200 Plan Review Forms Page 49 of 60 PROJECT PLAN REVIEW NO RESIDENTIAL OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 1003.3.1.4 Floor Elevation (Floor on Each Side of a Door) 1003.3.1.2 Door Swing 1003.3.1.8.3 Hardware Height 1003.3.1.3.4 Aocess-Controlled Egress Doors 1003.3 Doors, Gates, Stairways and Ramps 1003.3.1.8(4) Locks and Latches 1003.3.4 Ramps 1003.2.12 Guards 1003.2.12.1 Height of Guards 1003.2.10 Exit Illumination and Signs 1003.2.11 Means of Egress Illumination 805.1 Decoration and Trim 2000 Plan Review Forms Page 50 of 60 PROJECT PLAN REVIEW NO RESIDENTIAL OCCUPANCY REQUIREMENTS 20001ntemational Building Code INTERIOR FINISH INTERIOR FINISH SECTION UNSPRINKLERED SPRINKLERED REQUIRED REQUIRED REQUIRED ACTUAL O.K., REQUIRED REQUIRED REQUIRED ACTUAL O.K., $03.4 R-1 & R-4 R-2 R-3 COMMENT R-1 & R-4 R-2 R-3 COMMENT OR WA OR WA Vertical Exits A B C B C C and Exit Passageways`° Exit Access B B C C C C Corridors and Other Exitways Rooms and C C C C C C Enclosed Spaces ` Floor Covering 0.22 watt/ 0.22 watt/ 0.22 watt/ 0.22 watt/ Corridors & Exits I sq cm. I I sq cm. I I I sq cm. I sq cm. a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1.000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.3.1. b. In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interior finish for unsprinklered buildings and Class C Interior finish for sprinklered buildings shall be permitted. C. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating Is required for shictural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the moms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. d. Applies when the vertical exits, exit Passageways, exit access corridors or exilways, or moms and spaces are protected by a sprinkler system installed In accordance with Section 903.3.1.1 or Section 903.3.1.2 2000 Plan Review Forms Page 51 of 60 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION,fTX.77840 PHONE: (979) 764-35701. (979) 764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00001190 Date 5/03/06 Property Address . . . . . . 2338 AUTUMN CHASE LOOP Property ID . . . . . . . . . 118890-0003-0020 R# . . . . . . . . . . . . . Tenant nbr, name . . . . . . '4-PLEX Application type description RESIDENTIAL, 2 UNITS NEW Subdivision Name . . . . . . Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . APARTMENT LOW DENSITY Application valuation . . . . 300000 Owner Contractor ------------------------ ------------------------ SPIRIT CUSTOM HOMES DAVID SHULER PO BOX 305 WELLBORN TX 77881 (979) 2 68 -3 975 --- Structure Information 000 000 NEW 4-PLEX BUILDING Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 3854.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 10.00 NUMBER OF BEDROOMS 6.00 SEWER TYPE PUBLIC TAZ 285.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc GS Permit Fee 1060.00 Plan Check Fee .. .00 Issue Date . . . . 5/03/06 Valuation . . . . 300000 Expiration Date . . 10/30/06 Qty Unit Charge Per Extension BASE FEE 460.00 200.00 3.0000 THOU BLDG, VAL 100001-500000 600.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT 5" NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS -------------------------------------------- -----t--�--------------- BUILDING DEPT REPR_�gX.T#TIy: ' APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979) 764-3570 ' FAX:" (979) 764-3496 Application Number . . . . . 06-00001190 Page 2 Date 5/03/06 Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY NOTE FROM WATER DEPT--REDUCED PRESSURE ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, AND HEATING/AC WITH DIRECT CONNECTION TO WATER SUPPLY AND LAWN IRRIGATION SYSTEMS. ALL DEVICES MUST BE TESTED UPON INSTALLATION BY CERTIFIED TESTER REGISTERED WITH THE CITY OF COLLEGE STATION PUBLIC UTILITIES DEPT. LAWN IRRIGATION MAY USE A PRESSURE VACCUM BREAKER INSTALLED PER AWWA STANDARDS AND CITY'S ORD #2394. ALL DEVICES MUST BE INSTALLED PER AWWA AND CITY'S ORD#2394 ELETRIC UTILITIES COMMENTS DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGN DEVELOPER PROVIDES TEMP BLANKET EASEMENT FOR CONSTRUCTION DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS (IF NECESSARY) DEVELOPER PROVIDES 30' RIGID CONUDIT FOR RISER POLE (IF NECESSARY) DEVELOPER INSTALLS FIRST 10' OF CONDUIT ON RISER POLE. CITY INSTALLS REMAINING 201. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. DEVELOPER PROVIDES DIGITAL SITE PLAN IN AUTOCADE 14 VERSION. EMAIL TO RBOLINQCI.COLLEGE-STATION.TX.US DEVELOPER IS REPSONSIBLE FOR THE INSTALLATION OF SERVICE FROM TRANSFORMER TO BUILDING FOR QUESTIONS CONTACT RONNIE BOLIN AT 979-764-3614 PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE Electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764- 6314 for more information. ------------------------------- --------------- BUILDING DEPT PE�ESENT TIVE: - 1 /I 100, APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 'FAX:'(979)764-3496 Application Number . . . . . 06-00001190 Page 3 Date 5/03/06 Special Notes and Comments ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR EXIT DOOR(S) PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS) MAKE SURE TO INCLUDE REBAR SLAB GROUND PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED PROVIDE MINIMUM 42" CLEARANCE FROM CENTER OF WATER CLOSET TO EDGE OF LAVATORY HANDRAILS SHALL COMPLY WITH SECTION R-311 (2003 IRC) OR SECTION 1009 (2003 IBC) AS APPROPRIATE INTERIOR FINISH MATERIAL SHALL HAVE A CLASS A RATING PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance All roof and ground -mounted mechanical equipment shall be sreened from view or isolated so as not to be visible from any public right-of-way or residential district within 150 feet of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, parapet walls, or partition screens. COLLEGE STATION ELECTRICAL DIVISION REQUESTS THAT THE METER CAN/ELECTRICAL SERVICE DISCONNECT BE LOCATED ON THE STRUCTURE AS CLOSE AS POSSIBLE TO THE SECONDARY FEEDER CONDUIT FROM THE TRANSFORMER. (see site plan for location of conduit or contact electrical division) -------------------------------------------- BUILDING DEPT�RESE�TATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 'FAX:'(979)764-3496 Application Number . . . . . 06-00001190 Page 4 Date 5/03/06 Special Notes and Comments ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2003 IRC If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL PUBLIC SEWER SERVICE IS PROVIDED OR APPROVED ALTERNATE SEWER SYSTEM IS INSTALLED SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES AS PER THE ZONING ORDINANCE SECTION 12.3.L; ATTACHED SIGNS SHALL NOT EXTEND MORE THAN ONE FOOT AWAY FROM EXTERIOR BUILDING FACE ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. STAIRS SHALL COMPLY'WITH SECTION R-311 (2003 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION -------------------------------------- - -- ------------- BUILDING DEPT ESEN'�4TIVE: c" l // /l APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX ,77840 PHONE: (979)764-3570 'FAX: (979)764-3496 Page 5 Application Number . . . . . 06-00001190 Date 5/03/06 ---------------------------------------------------------------------------- Special Notes and Comments 1009 (2003 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. RANGE/DRYER DUCT MUST COMPLY WITH 2O03 IMC ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES 2X8 RAFTERS IN LIVING ROOM MUST BE YELLOW PINE #2 LUMBER OR BETTER FOR SPAN OF 21 FEET WITH SUPPORT BEAMS OF 3- 2X12 YELLOW PINE #2 OR BETTER. STAIRWAY RAISER MAT BE A MAXIMUM OF 7.75 INCHES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 2000.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited -------------------- Due --------------------------- Permit Fee Total 1060.00 1060.00 ---------- .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2350.00 2350.00 .00 .00 Grand Total 3410.00 3410.00 .00 .00 BUILDING DE APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979) 764-3570 FAX: (979) 764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00001193 Date 5/03/06 Property Address . . . . . . 2338 AUTUMN CHASE LOOP Property ID . . 118890-0003-0020 R# . . . . . . . . . . . . . Application type description TEMP POLE Subdivision Name . . . . . . Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . APARTMENT LOW DENSITY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SPIRIT CUSTOM HOMES DAVID SHULER PO BOX 305 WELLBORN TX 77881 (979) 268-3975 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc GS Permit Fee 20.00 Issue Date . . . . 5/03/06 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid Credited ------------------------------ Due ----------------- Permit Fee Total 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ------------------- BUILDING DE APPLICANT: CITY OF COLLEGE STATION Planning d Development Services ADDRESS/LOCATION APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV For Office Use Only DATE4+1T O(PTR C REG APPLICATION # T ` 60 TEMP POLE # 0 11 `'s 4c4fa,wA) C'hAS�e lex�'f-� d,3# LOT _ BLOCK _S SUBDIVISION /V 4*1►V0 65 'r- SEC/PH BUSINESS/OWNER NAME: '�Ko'%bScAk-etPHONE: 6! 0_0 CONTRACTOR/HOMEOWNER: S,pt J� %, "oti+. •S PHONE: 2Z CONTRACTOR ADDRESS: P6 1-�t>K SOS k�._-Ab•tpj -r^, ELECTRICIAN: / t" rt. N PLUMBER: (/-,Gl h✓` y HVAC: rS GOOD CENTS (Residential only): ^% d CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) T< NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION* SWIMMING POOL / TENT/CANOPY DESCRIPTION OF WORK: `7` p 1'e X IA. iTtT4t �S PROPOSED USE: 'S% �_ HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ / VALUATION: $ 3001 oofl TOTAL AREA: 503 8 HEATED AREA: 38'S`f (Cost of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: f� a SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: f ffSEWER TAP: INTERIOR WALL TYPE: Z,X q 20C- k SIZE 5- ff WATER TAP: EXTERIOR WALL TYPE: ?"r q &Ie_k SIZE OTHER TAP: FOUNDATION TYPE: ,5/Q b4 BP my SIZE dTEMP POLE ROOF TYPE: sk"u Imo,$ GARAGE TYPE: SINGLE Q DOUBLE F;�'j TRIPLE ATTACHED 0 DETACHED a CARPORT SIGNATURE OF APPLICANT: _A /�-�_J�-�_,...�--,, *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only Plans Examiner Zoning Official Fire Marshall ents: ES Ir NO Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC Glazing U-Factor R value of ductwork A/C SEER Rating