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HomeMy WebLinkAboutCNEW2007-03392, 07-339301 vlo 3343 ' i L, City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 , T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . 9/12/08 Expiration Date . . . . 9/26/08 Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning 403500-0002-0110 1119 ARIZONA ST COLLEGE STATION TX 77840 MCCULLOCH (GEORGE) MCCULLOCH (GEORGE), BLOCK 2, L OT 9,10,11&34 SINGLE FAMILY RESIDENTIAL Owner . . . . . . . . CHRIST HOLY MISSIONARY Contractor . . . . . . MILES CONSTRUCTION CORP. 979 777-4675 Application number 07-00003392 000 000 Description of Work COMMERCIAL, CHURCHES & OTHER RELIGIOUS Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . ASSEMBLY (IBC) Flood Zone . . . . . . Special conditions . . 1. BUFFER PLANTINGS NEED TO BE INSTALLED. 2. CLEAN PARKING LOT OF DIRT,SOD DEBRIS. 3. DEBRIS (SUCH AS BRICK AND FENCING)NEED TO BE REMOVED FROM ADJACENT PARKING LOT. 4. DIRT IN STREET NEEDS TO BE CLEANED. 5. AREAS DISTURBED BY CONSTRUCTION OF STEPS NEED TO BE VEGETATED. 6. EXCESS SOIL NEED TO BE REMOVE FROM SITE. 7. NEED A BACKFLOW TEST FOR THE LAWN IRRIGATION. 8. NEED TO RAISE SEWER BOX. Approved . . . . . R A 4, Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Date v Permit # Project Name15� �V10�rf an CA.(a 1 COMMERCIAL CO Planning :1:S5tAkS (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Crissy Hartl, Jason SchubertGrant Wencel, Molly Hitchcock) Bridgette George Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumpurs, William Ethridge) Environmental Services (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) �.S5L.y2.5 Water/Wastewater Services =��-5 (Joe Mike Garcia, Paul Schoenfeld, Mitchell Carson) Miscellaneous Notes WF0998893 / 001 City of College Station PAGE 1 ro REQ. DATE: 01/23/08 01/23/08 17:19:25 LOCATION: 1119 ARIZONA ST LOC ID: 128296 REQUESTOR: MILES CONSTRUCTION ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: 4" SWR 3/4" WTR 3/4" IRRIGATION ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 01/23/08 SCHED COMPLETION: 01/23/08 JOB ORDER RESULT CONT4E[QTS Address: Project Name: City of College Station page Building Inspection Department PLANS EXAMINATION REPORT Date: of Drawing Number Code Ref. Number Questions or Comments Neeal %fie 5�� H / /✓T O$SI OI�.t� ��Giw� s'N� �A C� 3fi-� •o � 0C- Received by: Date: Hope Home Designs 9 1112 Tyler Court • College Station, Texas 77805 PH 979.690.2386 • FAX 979.690.2386 City of College Station November 28, 2007 Ben McCarty PO Box 9960 1101 Texas Ave College Station, Texas 77842 979.764.3510 Re: Christ Holy Missionary Baptist Church — 1119 Arizona St Mr McCarty, 1 have made the following necessary changes, or referrals regarding your comments on the above mentioned project. Item # 1: Note Stamp and signature of Mr Joe I Gattis, PE, and attached sets. Item #2: Adjusted stalls to correct dimension. Re: Sheet A]. I Item #3: Referred to Mr Joe Gattis, PE. Item #4: Adjusted doors numbered 1, 3, and 12. Determined that door #4 is serving as emergency exit for corridor, and is already shown correctly on the plans. Item #5: Adjusted note on Sheet Al .3 to show CFM requirement. Any further clarification or information needed should be addressed to Mr Bo Miles and his subcontractors or suppliers. Item #6: Add Exit light at Door #4, and Door # 1. Added exterior emergency light at Door # 1. Emergency lighting in Corridor and Meeting Hall were already in place. Item #7: Contractor will provide Knox Box. Refer to Bo Miles. Item 48: Referred to Bo Miles, and Joe Gattis, PE. Item #9: Referred to Bo Miles. Item #10: Changed Ceiling type to 5/8" gypsum, and wall framing to metal stud. Added metal stud to support gypsum ceiling. Item #1 1: TAS Registration Number is A7818091. Item #12: Referred to Bo Miles. Item 913: Occupancy type has been changed to A-3. Refer to Sheet: A0.1 Item #14: Added trap primer designation to floor drains. Further information needed should be obtained through Bo Miles. Item #15: A 1-Hr fire -rated ceiling assembly has been provided for in the corridor as drawn. Table 700.1(2), Items 16-1.1 thru 16-1.3 of the 2006 IBC all show similar yet lesser assemblies qualifying for I hour rated construction. The GA-600-2006 Gypsum Association Fire Resistance Design Manual File No 5406 is the wall assembly used for this project. This assembly provides a 1 hour one sided rating for the ceiling as needed. Sincerely, Dana Hudson cj'�519) p Christ Holy Missionary Baptist Church J. P, in I �5 �ov.�a-�-r�te '�'�o� �a°/ 1119 Arizona Street College Station, Texas 77840 Job (Truss - -- Truss Type-� Qty Ply Chnsti-ioly6aptist i �CHRIST HOLY BAPTIST G01 GABLE 1 1 —..._._ --- -----•--- _ Job Reference �o2lional _—.- ----------------------..—__- 6.500 s Nov 16 2006 MiTek Industries, Inc. Wed Feb 27 08:34:33 2008 Page 1 z-at o - - —:.— 8-0-0 -- _ 2-0-0 8-0-0 Dropped Top Chord for W outriggers LOADING(psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.30 TCDL 10.0 Lumber Increase 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr NO WB 0.04 BCDL 10.0 Code ISC2003rTP12002 (Matrix) 16-0-0 8-0-0 2-0-0 soak a 1:31.2 &8 = r 5K8 = 16-0-0 16-0-0 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 13 n/r 180 MT20 244/190 Vert(TL) -0.05 13 n/r 120 Horz(TL) 0.00 14 n/a n/a Weight: 93lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 22=250/16-0-0, 14--253/16-0-0, 18=170/16-0-0, 19=160/16-", 20=165/16-0-0. 21=97/16-0-0, 17=160/16-". 16=164/16-0-0. 15=95/16-0-0 Max Horz22=-45(LC 6) Max Uplift22=-118(LC 3), 14=-118(LC 4), 19=-29(LC 5), 20=33(LC 3), 21=-15(LC 5), 17=-29(LC 6), 16=-33(LC 4), 15=-11(LC 6) Max Grav22=257(LC 9), 14=260(LC 10), 18=170(LC 1), 19=164(LC 9). 20=166(LC 9). 21=100(LC 2), 17=164(LC 10), 16=165(LC 10), 15=100(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-22=-242/133, 1-2=0/35, 2-3=-19/46, 3-4=-1/51, 4-5=-8/64, 5.6=-10/83, 6-7=-12/100, 7-8=-11/97, 8-9=-10/81, 9-10=-8/61, 10-11=-2/48, 11-12=-21/43,12-13=0/35, 12-14=-243/134 BOT CHORD 21.22=-15/48, 20-21=-15/48, 19-20=-15/48, 18-19=-15/48, 17-18=-15/48, 16-17=-15/48, 15-16=-15/48, 14-15=-13/48 WEBS 7-18=-130/0, 6-19=-124/52, 5-20=-126/58, 4-21=-52/21, 8-17=-124/52, 9-16=-127/58, 10-15=-50/20 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs'spaced at 2-0-0 oc. . 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 22, 118 lb uplift at joint 14, 29 lb uplift at joint 19 33 lb uplift at joint 20, 15 lb uplift at joint 21, 29 lb uplift at joint 17, 33 lb uplift at joint 16 and 11 lb uplift at joint 15. 11) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Truss'-----...------... Truss Type--- !CHRIST HOLY BAPTIST I G03 GABLE 2-0 0 4-0-8 2-0-0 4-0.8 _.—'- --------------------' 1s, Inc. Wed Feb 27 0834:34 2008Page 1 ! 4-0-8 2-0-0 Sob a 1:,as Dropped Top Chord for 2x4 outriggers "= U. 11 h4 II 4-0-8 P 8-1-0 --- - — — —I LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.01 9-10 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.02 9-10 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.06 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code ISC2003rrP12002 (Matrix) Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 3 SPF Stud REACTIONS (lb/size) 10=440/0.5-8, 8=44010-5-8 Max Horz 10=-31(LC 6) Max Upliftl 0=-1 17(LC 3), 8=-117(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35, 2-3=-224/18, 3-4=-188/26, 4-5=-188/26, 5-6=-224/18, 6-7=0/35, 2-10=-410/134, 6-8=-410/134 BOT CHORD 9.10=-17/45, 8-9=-11/15 WEBS 4.9=-51/53, 2-9=0/192, 6.9=0/192 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Gable studs spaced at 2-0-0 oc. . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 10 and 117 lb uplift at joint 8. 8) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. LOAD CASE(S) Standard Job ITruss--__...--..-_._-._..--r--_. .. I CHRIST HOLY BAPTIST G04 ,:2-0-0 ---- - 20-0-0 I---- 2-0-0 20-0-0 5.6 = 14 5.6 = 5.6 = tonal). J iek Industries, Inc. Wed Feb 27 08:35:54 2008-Page 1 ao-ao 42-0-0 , 20-0-0 2-0-0 8.=1:68.7 I- -------- 40-0-0 -- ----- -- - I a0-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.03 27 Nr 180 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.05 27 Nr 120 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 26 We Na BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight: 276lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 1 Row at midpt 14-38 REACTIONS (lb/size) 48=257/40-0-0, 28=15/40-0-0, 26=243/40-", 38=166/40-0-0, 39=161/40-0-0, 40=160/40-0-0, 41=160/40-0-0, 42=160/40-0-0, 43=160/40-", 44=160/40-0-0, 45=159/40-0-0, 46=166/40-D-0, 47=91/40-0-0, 37=161/40-", 36=160/40-0-0, 35=160/40-0-0, 34=160/40-", 33=160/40-0-0, 32=160/40-0-0, 31=158/40-0-0, 30=168/40-", 29=89/40-0-0 Max Horz48=90(LC 5) Max Uplift48=-09(LC 3), 26=-109(LC 6), 39=-22(LC 3), 40=-33(LC 5), 41=-29(LC 3), 42=-30(LC 3), 43=-30(LC 5), 44=-30(LC 3), 45=-32(LC 5), 46=-25(LC 3), 47=-58(LC 5), 37=-21(LC 4), 36=-34(LC 6), 35=-29(LC 4), 34=-30(LC 4), 33=-30(LC 6), 32=-30(LC 4), 31=-32(LC 6), 30=-27(LC 4), 29=-45(LC 6) Max Grav48=261(LC 9), 28=38(LC 6), 26=246(LC 10), 38=166(LC 1), 39=164(LC 9), 40=160(LC 1), 41=160(LC 9), 42=160(LC 9), 43=160(LC 1), 44=160(LC 9), 45=159(LC 1), 46=167(LC 9), 47=99(LC 2), 37=164(LC 10), 36=160(LC 1), 35=160(LC 10), 34=160(LC 10), 33=160(LC 1), 32=160(LC 10), 31=158(LC 1), 30=168(LC 10), 29=98(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35, 2-3=-37/61, 3-4=-33/66, 4-5=-20/78, 5-0=-14/97, 6-7=-13/115, 7-8=-13/126, 8-9=0/133, 9-10=-13/151, 10-11=-13/169, 11-12=-13/187, 12-13=-13/206,13-14=-15/221, 14-15=-16/217,15-16=-14/195, 16-17=-14/175,17-18=-14/157, 18-19=-14/138,19-20=0/120,20-21=-14/113, 21-22=-14/102, 22-23=-15/84, 23-24=-15/65, 24-25=-26/52, 25-26=-31/47, 26-27=0/35, 2-48=-244/102, 26-28=0/0 BOT CHORD 47-48=-10/80, 46-47=-10/80, 45-46=-10/80, 44-45=-10/80, 43-44=-10/80, 42-43=-10/80, 41-42=-10/80, 40-41=-10/80, 39-40=-10/80, 38-39=-10/80 , 37-38=-10/80, 36-37=-10/80, 35-36=-10/80, 34-35=-10/80, 33-34=-10/80, 32-33=-10/80, 31-32=-10/80,30.31=-10/80, 29-30=-10/80, 28-29=-10/80 WEBS 14-38=-126/0,13-39=-124/46, 12-40=-120/57, 11-41=-120/53, 10.42=-120/54, 9-43=-120/54, 7-44=-120/54, 6-45=-119/54, 546=-127/56, 447=49/41, 15-37=-124/45, 16-36=-120/58, 17-35=-120/53, 18-34=-120/54, 19-33=-120/54, 21-32=-120/54, 22-31=-118/53, 23-30=-129/57, 24-29=-47/34 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) Bearing at joint(s) 26 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 48, 109 lb uplift at joint 26, 22 lb uplift at joint 39, 33 lb uplift at joint 40, 29 lb uplift at joint 41, 30 lb uplift at joint 42, 30 lb uplift at joint 43, 30 lb uplift at joint 44, 32 lb uplift at joint 45, 25 lb uplift at joint 46, 58 lb uplift at joint 47, 21 lb uplift at joint 37, 34 lb uplift at joint 36, 29 lb uplift at joint 35, 30 lb uplift at joint 34, 30 lb uplift at joint 33, 30 lb uplift at joint 32, 32 lb uplift at joint 31, 27 lb uplift at joint 30 and 45 lb uplift at joint 29. 12) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. LOAD CASE(S) Standard IJob ' 7GI04A uss jCHRIST HOLY BAPTIST 2-0 0 6-10-5_ 13-5-3 20-0.0 26-6-13 33 1-11 40-0-0 .42-D-0 , 2-0.0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 2-0.0 8.1.-1:68.1 5i8 = 4.6 = 415 = 5 s = 4.8 = 5.8 = 415 = 4.6 = -_ 10-1-12 20-0-0 _ _T 29-10-4 40-0-0 - 10-1-12 9-104 9-10-4 10-1-12 Plate Offsets (X,Y): (14:0-3-0 0-3.01, [16:0-3-0,0-3-0]'-- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) -0.16 17-18 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.50 13-15 >946 240 BCLL 0.0 Rep Stress Ina YES WS 0.72 Ho2(TL) 0.15 12 n/a n/a BCDL 10.0 Code ISC2003ITP12002 (Matrix) Weight: 269lb LUMBER --- ._- --- --_- BRACING - -.- - -- -_. TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 7-15. 2-18, 3-18, 10-12, 9-12 OTHERS 2 X 3 SPF Stud REACTIONS (lb/size) 18=1717/0-5-8, 12=1717/0-5-0 Max Horz 18=-96(LC 6) Max Upliftl8=-229(LC 3), 12=-229(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/43, 2-3=-258/59, 3-4=-2423237, 4-5=-2358/261, 5.6=-2000241, 6-7=-2000/241, 7-8=-2358261, 8-9=-2423/237, 9-10=-258/59, 10-11=0/43 , 2-18=-397/168, 10-12=-397/168 BOT CHORD 17-18=-2232135, 16-17=-153/2177, 15-16=-1532177, 14-15=-105/2177, 13-14=-105/2177, 12-13=-1712135 WEBS 3-17=0243, 5-17=0240, 5-15=-569/173, 6-15=-35/896, 7-15=-569/173, 7-13=0240, 9-13=0/243, 3-18=-2313244, 9-12=-2313244 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 8; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable studs spaced at 2-0-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 18 and 229 lb uplift at joint 12. 9) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard CHRIST HOLY BAPTIST }---2-0-0-- 2-0-0 4.25 111 ao-o 6-0-0 s NOV 1b Zu _ 16-0-( B-0-0 5x6 - 3 .6= 4 6 r ^ 4x8 - 3x6 3.411 18-0-0 2-0-0 swk-1:31.2 0-w0 16-0-0 B-0-0 _ 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.05 6-8 >999 360 MT20 244/190 TCOL 10.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.14 6-8 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.15 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight: 89lb LUMBER - - - _-_ BRACING — _ ---� TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 9=757/0-5-8, 6=757/0-5.8 Max Horz9=52(LC 5) Max UplMf l41(LC 3). 6=-141(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-719/89, 3-4=-719/90, 4-5=0/43, 2-9=-677/184, 4-6=-677/184 BOT CHORD 8-9=-33/168, 7-8=-10/168, 6-7=-10/168 WEBS 3.8=-50/179, 2-8=-18/471, 4-8=-19/471 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 9 and 141 lb uplift at joint 6. 6) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard iJob Truss CHRIST HOLY BAPTIST IR02 r-2-0-0 j-- .2_10 F- 10-1-12 �15-0-1. 4 20-0-0 24-11-2 29-10-4 � _9^6 i 40-0-0 42-0-0 2-0-0 5-2-10 4-11-2 4-11-2 4-11-2 4-11-2 4-11-2 4-11-2 5-2-10 2-0-0 Sw% a 1:69.4 &a = 1. 4 4i6 = 4.e 6 10-5 13A5-3 20-0-0 26-6-13 33-1-11 40-0 0 6-10-5 6-6-13 6-6-13 6-6-13 _ 6-6-13 6-10-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Verl(LL) -0.31 18 >999 360 . MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.78 18 >610 240 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(TL) 0.52 14 n/a n/a BCDL 10.0 Code IBC2003frP12002 (Matrix) Weight: 317lb LUMBER BRACING ------- TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-1 cc purlins, except end verticals. BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-22, 11-14 REACTIONS (lb/size) 22=1717/0-5-8, 14=1717/0-5-8 Max Horz22=-96(LC 6) Max Uplift22=-229(LC 3), 14=-229(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-384/91, 3.4=-3892/366, 4-5=-3863/380, 5-6=-4987/421, 6-7=-4598/288, 7-8=-4598/296, 8-9=-4987/354, 9-10=-3863/328, 10-11=-3892/314, 11-12=-384/85, 12-13=0/43, 2-22=-463/171, 12-14=-463/168 BOT CHORD 21-22=-337/3140, 20-21=-388/4571, 19-20=-371/4592, 18-19=-282/4803, 17-18=-166/4803, 16-17=-263/4592, 15-16=-280/4571, 14-15=-245/3140 WEBS 3-21=0/783, 5-21=-1148/113, 5-19=0/302, 6-19=-66/134, 6-18=-531/197, 7-18=-99/2706, 8-18=-531/214, 8-17=-66/134, 9-17=0/302, 9-15=-1148/97, 11-15=01783, 3-22=-3335/304, 11-14=-3335/277 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Bearing atjoint(s) 22, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 22 and 229 lb uplift at joint 14. 7) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard IJob Truss !CHRIST HOLY BAPTIST R02A l8 Page 1 -2-0-0 , 4-11-0 9-6-8 14-2-0 20-0-0 25-11-0 30-6-3 35-1-5 40-0 0 42-0 0 , - —� I---- - I- T— I- —i-- I ------F- - --- i 2-0-0 4-11-0 4-7-8 4-7-8 5-10-0 5-11-0 4-7-3 4-7-3 4-10-11 2-0-0 B W -1:0.4 5.6 = 4.5= 5112= 418= 34II &4 II 5.12= 418= .5 7-2-12 14-2-0 20-0-0 25-11-0 32-9-12 40-0-0 7-2-12 6-11-4 5-10-0 5-11-0 6-10-12 7-2-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.33 19 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.84 18-19 >570 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.57 14 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight: 324lb LUMBER -- -- —.— --BRACING -- -- --—.-...-- -------- TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc pur ins, except end verticals. BOT CHORD 2 X 6 SYP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 83 2 X 4 SYP No.3, B6 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-24, 11-14 WEBS 2 X 4 SYP No.3'Excepr W5 2 X 4 SYP No.2, W11 2 X 4 SYP No.2 REACTIONS (lb/size) 24=1717/0-5-8, 14=1717/0-5-8 Max Horz24=-96(LC 6) Max Uplift24=-229(LC 3), 14=-229(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-226/68, 3-4=-2372/237, 4-5=-2325/248, 5-6=-5130/444, 6-7=-4580/289, 7-8=-4581/299, 8-9=-5131/373, 9-10=-2322/248, 10-11=-2369/238, 11-12=-224/68, 12-13=0/43, 2-24=-367/158, 12-14=-366/158 BOT CHORD 23-24=-209/1970,22-23=-3774,21-22=-3/74, 20-21 =0/1 34, 6-20=0/1 66, 19-20=-312/4946, 18-19=- 198/4949, 1 7-18=0/1 34, 8-18=0/1 62, 16-17=-2/74,15-16=-151/1965, 14-15=-151/1965 WEBS 3-23=0/387,5-23=-1938/200,20-23=-288/3351,5-20=-42/1813,6-19=-711/218,7-19=-74/2598,8-19=-714/233,16-18=-208/3348,9-18=-33/1818, 9-16=-1941/163, 11-16=0/390, 3-24=-2210/201, 11-14=-2208/201 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 24 and 229 lb uplift at joint 14. 6) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Vob ------ rTrii§: CHRIST HOLY BAPTIST I R03 2-0-0 4-U-o 4-O-8 4-0-8 2-0-0 ass = Seab • 1:1B.a 7 W 11 30 II I -- _ 40-8 8-1-0 - —I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight: 52lb LUMBER — --- - -- -..-BRACING--_---- TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purtins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=440/0-5-8, 6=440/0-5.8 Max 1-1=8=37(1-C 6) Max Uplift8=-116(LC 3), 5=-116(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-221/34, 3-4=-221/34, 4-5=0/43, 2.8=-410/134, 4.6=-410/134 BOT CHORD 7-8=-22/52, 6-7=-12/16 WEBS 3-7=-49/55, 2-7=0/176, 4-7=0/176 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 8 and 116 lb uplift at joint 6. 6) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard IJob — - Truss Truss Typi �CHRIST HOLY BAPTIST I R04 COMMON 27 08:34:43 2008 Page 1 6 10 5 _ 13 5 3 20-0 0 26 6 13 33-1_11 dD-aD __.�42-0-0 i 2-0-0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 2-0-0 Swk-1:68.7 Sib = 448 = a8 = 3ae = 4x8 = B 8 = 4.5 = 446 = -_ 10-1-12 —1 — 20-0-0- 29-10-4 _ 40-0-0 10-1-12 9-10-4 9-10-4 10-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) -0.16 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.50 15-17 >946 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.15 12 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:231 lb LUMBER_ - BRACING --- TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 7-15. 2-18, 3-18, 10-12, 9-12 REACTIONS (lb/size) 18=1717/0-5-8, 12=1717/0-5-8 Max Horz18=-96(LC 6) Max Upliftl8=-229(LC 3), 12=-229(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-258/59, 3-4=-2423/237, 4-5=-2358/261, 5-6=-2000/241, 6-7=-2000/241, 7-8=-2358f261, 8-9=-2423/237, 9-10=-258/59, 10-11=0/43, 2-18=-397/168, 10-12=-397/168 BOT CHORD 17-18=-223/2135, 16-17=-153/2177, 15-16=-153/2177, 14-15=-105/2177, 13-14=-105/2177, 12-13=-171/2135 WEBS 3-17=O/243, 5-17=0/240, 5-15=-569/173, 6-15=-35/896, 7-15=-569/173, 7-13=0/240, 9-13=0/243, 3-18=-2313/244, 9-12=-2313/244 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 18 and 229 lb uplift at joint 12. 6) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Trus Typ Ply Christ Holy Baptist -- ICHRIST HOLY BAPTIST R04A COMMON sty 1 _ -e Job Reference (optional) 6.500 s Nov 16 2006 MiTek Industries, Inca Wed Feb 27 08:34:44 2008 Page 1 22-0-0 {— 6-10-5 13-5-3 20-0-0 T 26-6-13 33-1-11 40-D-0 _ 2-0-0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 Sce-1:68.9 416= 4.5= &6= 4X8= W= 4.5= 4x6= 1---- 10-1-12 20-0-0 29-10-4 _ 40-0-0 10-1-12 9-10-4 9-10-4 10-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.16 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.51 12-14 >941 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight: 228 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3'Except* WEBS 1 Row at midpt 5-14, 7-14, 3-17, 9-11 W1 2 X 4 SYP No.2, Wt 2 X 4 SYP No.2 REACTIONS (lb/size) 17=1721/0-5-8, 11=1585/0-5-8 Max Horz17=111(LC 5) Max Uplift17=-229(LC 3), 11=-150(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-260/59, 3-4=-2430237, 45=-2364261, 546=-2008243, 6-7=-2008241, 7-8=-2378267, 8-9=-2444243, 9-10=-319/69, 2-17=-399/168, 10-11=-287/89 BOTCHORD 16-17=-2372141, 15-16=-1672184, 14-15=-1672184, 13-14=-1452191, 12-13=-145/2191, 11-12=-216/2166 WEBS 3-16=0243, 5-16=0239, 5-14=-568/173, 6-14=-36/901, 7-14=-576/174, 7-12=0244, 9-12=0237, 3-17=-2316244, 9-11=-2269242 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 17 and 150 lb uplift at joint 11. 6) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard HOLY BAPTIST Not 3-4-12 E W = s 3-4-12 $Cdb a 1:10.6 3 4' 3X4 a 6-9-8 LOADING(p 1) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 1 1.0 Lumber Increase 1.25 BC 0.48 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2003liP12002 (Matrix) Weight: 181b LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=209/6-9-8; 3=209/6.9-8 Max Horz1=10(LC 3) Max Uplift1=20(LC 5), 3=-20(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-255f75, 2-3=-255175 BOT CHORD 1-3=-55/221 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; h=45ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 20 lb uplift at joint 3. 7) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. LOAD CASE(S) Standard r BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 07-00003392 Date 1/23/08 Application pin number . . . 573504 Property Address . . . . . . 1119 ARIZONA ST Property ID: 403500-0002-0110 R #: R32230 Tenant nbr, name . . . . . . NEW CHURCH SANCTUARY Application type description COMMERCIAL, CHURCHES & OTHER RELIGIOUS Subdivision Name . . . . . . MCCULLOCH (GEORGE) Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 220000 Owner Contractor CHRIST HOLY MISSIONARY MILES CONSTRUCTION CORP. BAPTIST CHURCH P.O. BOX 10467 1119 ARIZONA ST COLLEGE STATION TX 77842 COLLEGE STATION TX 778404201 (979) 777-4675 --- Structure Information 000 000 CHURCH MEETING ROOM AND CLASSROOMS Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . ASSEMBLY (IBC) Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB HEATED AREA 3210.00 INTERIOR WALL TYPE SHEETROCK SEWER TYPE PUBLIC TRAFFIC IMPACT ANAL (TAZ) 367.00 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc KW Permit pin number 547059 Permit Fee . . . . 820.00 Plan Check Fee 00 Issue Date . . . . 1/23/08 Valuation . . . . 220000 Expiration Date . . 7/21/08 Qty Unit Charge Per Extension BASE FEE 460.00 120.00 3.0000 THOU BLDG, VAL 100001-500000 360.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT: 5" ADDRESS NUMBERS, AND ON REAR DOOR(S): 2" HIGH ADDRESS NUMBERS AND NAME OF BUSINESS. FOR MULTI -FAMILY RESIDENTIAL PROVIDE UNIT NUMBER ON FRONT DOOR AND IDENTIFY EACH IT FROM A REAR FIRE ------------------------�------------- --- ------ - ---------------- BUILDING E R ES TATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00003392 Application pin number . . . 573504 Page 2 Date 1/23/08 Special Notes and Comments LANE. IDENTIFY MULTI -FAMILY BUILDINGS WITH 12" BUILDING NUMBERS, VISIBLE FROM ALL ADJACENT/NEARBY FIRE LANES. ALL NUMBERS AND LETTERS SHALL HAVE CONTRASTING BACKGROUNDS. PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS PASSAGEWAY MAY HAVE TO BE ELEVATED TO ALLOW FOR REQUIRED R-VALUE ATTIC INSULATION. PROVIDE ATTIC ACCESS OPENING OF 20"x 30" WITH A CLEAR HEIGHT OF 30" MINIMUM HEADROOM IN THE ATTIC SPACE ABOVE THE ACCESS OPENING. PROVIDE ATTIC ACCESS WITHIN 20' OF APPLIANCES; EXCEPTION: PROVIDE ATTIC ACCESS WITHIN 50' OF APPLIANCES IF PASSAGEWAY IS UNOBSTRUCTED AND NOT LESS THAN 6' HIGH AND 22" WIDE FOR ITS ENTIRE LENGTH PER SECTION 306.3, 2006 IMC. Shall advertise only the name of, uses of, or goods or services available within the building, or tenant lease space, to which the banner is attached. Shall be mounted parallel to the face of the building. Shall not be cantilevered away from the structure. Shall not extend more than one foot from any exterior building face, mansard, awning, or canopy. Shall not obstruct any window, door, stairway, or other opening intended for ingress or for needed ventilation or light. Shall not be attached to any tree, fence, or public utility pole. NOTE FROM WATER DEPT--REDUCED PRESSURE ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, AND HEATING/AC WITH DIRECT CONNECTION TO WATER SUPPLY, WATER SUPPLY LINES SERVING THE THIRD FLOOR OR HIGHER, 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 ELECTRICAL 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) ------------------ ------------------r -- -- - ---------------- BUILDING D P RE E TIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00003392 Application pin number . . . 573504 Page 3 Date 1/23/08 Special Notes and Comments 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 RBOLIN@CI.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. BORACARE TREATMENT IS A SUITABLE SUBSTITUTE. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES. PROOF OF METHOD TO BE USED SHALL BE RECEIVED IN OUR OFFICE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. *PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2006 INTERNATIONAL RESIDENTIAL CODE PROVIDE COMBUSTION AIR: FOR GAS -FIRED APPLIANCES PER SECTION 304 OF THE 2006 INTERNATIONAL FUEL GAS CODE; FOR OTHER FUELS TO COMPLY WITH CHAPTER 7 OF THE 2006 IMC. Underground 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. *ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical Code & LOCAL AMENDMENTS PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR REQUIRED 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 *Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit Shall advertise only the name of, uses of, or goods or BUILDING APPLICANT ATIVE: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00003392 Application pin number . . . 573504 Page 4 Date 1/23/08 Special Notes and Comments services available within the building, or tenant lease space, to which the sign is attached; Shall be parallel to the face of the building; Shall not extend more than one foot from any exterior building face, mansard, awning, or canopy; Shall not obstruct any window, door, stairway, or other opening intended for ingress or for needed ventilation or light; and Shall not be attached to any tree, fence, or public utility pole. PROVIDE MINIMUM 42" CLEARANCE FROM CENTER LINE OF WATER CLOSET TO EDGE OF LAVATORY OR WALL TO COMPLY WITH ANSI 2003, ACCESSIBLE STANDARDS. HANDRAILS SHALL COMPLY WITH SECTION R-311 (2003 IRC) OR SECTION 1009 (2003 IBC) AS APPROPRIATE PROVIDE PROTECTION FOR STRUCTURES, DUMPSTER ENCLOSURES, AND MECHANICAL, AND ELECTRICAL EQUIPMENT FROM IMPACT BY AUTOMOBILES. *PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES *INTERIOR BEAMS > 60' MUST BE A MINIMUM OF 30" DEEP INTERIOR FINISH MATERIAL SHALL HAVE A CLASS A RATING. PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. A KEY FOR EACH SHELL BUILDING AND/ OR TENANT DOOR IS REQUIRED. *IF LAWN SPRINKLERS 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 INTERIOR LIGHTING SHALL MEET THE CONTROLS AND WATTAGE REQUIREMENTS OF SECTION 505 OF THE 2006 INTERNATIONAL ENERGY CONSERVATION CODE. IF LAWN SPRINKLERS IS PROVIDED, LAWN SPRINKLER SYSTEM MUST BE INSTALLED AND TESTED PRIOR TO CERTIFICATE OF OCCUPANCY. PROVIDE ENVIRONMENTAL SEVICES WITH THE ORIGINAL BACKFLOW TEST REPORT PRIOR TO C.O. 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 main ain a unified BUILDING APPLICANT BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00003392 Application pin number . . . 573504 Page 5 Date 1/23/08 Special Notes and Comments appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, parapet walls, or partition screens. *A Minimum of No. 15 Asphalt Felt or Other Approved Water Resisitive Barrier Shall be Placed Over All Exterior Sheathing Per 2006 IRC Section R703.2 CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) *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 2006 IRC All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance PROVIDE PANIC HARDWARE ON EXIT DOORS *If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. Also assure proper protection of pipe to U.V. light. *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 TO BE VISIBLE FROM ROAD *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 *PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. *PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. *CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL PUBLIC SEWER SERVICE IS PROVIDED OR APPROVED ALTERNATE SEWER SYSTEM IS INSTALLED **FOR SONOMA PHASE I, UNTIL THE ASSOCIATED BUILDING D APPLICANT: CERTIFICATE OF OCCUPANCY WILL BE HELD OFFSITE PUBLIC SAN-TTARY SEWER IS - ---- -- TATIVE: �1 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00003392 Application pin number . . . 573504 Page 6 Date 1/23/08 Special Notes and Comments CONSTRUCTED AND A LETTER OF ACCEPTANCE IS ISSUED ALLOWING SONOMA PHASE ONE TO SEWER.** *THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION/WINDOW PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING/WINDOW RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 20% TO 30% A .35 FACTOR OR LOWER SHALL BE MET. 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 *REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. CONSTRUCTION CONTRACTS OVER $50,000 REQUIRE SUBMISSION TO THE STATE FOR ACCESSIBILITY REVIEW - CONTACT TDLR (512) 463-3211 FOR MORE INFORMATION *TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS *AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE *SUBMIT COMPLETE TRUSS DESIGN WITH LAYOUT PLAN *ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK PROVIDE A TIRE STOP AT ACCESSIBLE (HANDICAPPED) PARKING SPACE TO MAINTAIN A 36" MINIMUM REQUIRED ACCESSIBLE ROUTE CLEARANCE FOR THE SIDEWALK AND CURB RAMP. INSTALL TWO BOLLARDS IN FRONT OF THE SIDE COVERED PORSH/ SIDE ENTRY DOOR TO PROVIDE IMPACT PROTECTION OF THE BUILDING'S COLUMNS FROM THE ADJACENT TWO PARKING SPACES. IF HVAC UNITS ARE 2000 CFM OR GREATER THEN PROVIDE SMOKE DETECTORS IN RETURN DUCTS, INCLUDE AUDIO/VISUAL ALARM WALL MOUNTED IN MEETING HALL WITH AUTO UNIT SHUT -DOWN. FLOOR DRAINS SHALL HAVE TRAP PRIMERS. CORRIDOR IS A ONE HOUR FIRE -RATED EXIT H FIRE -RATED BUILDING D PT RE E ATIVE: , APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 7 Application Number . . . . . 07-00003392 Date 1/23/08 Application pin number . . . 573504 -------------------------------=-------------------------------------------- Special Notes and Comments WALLS, CEILING, AND DOORS. SEE PLANS FOR DETAILS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 800.00 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid ---------- Credited ---------- Due ---------- ----------------- Permit Fee Total 820.00 820.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1150.00 1150.00 .00 .00 Grand Total 1970.00 1970.00 .00 .00 ----------------- BUILDING 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 . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00003393 Date 1/23/08 274437 1119 ARIZONA ST 403500-0002-0110 R32230 TEMP POLE MCCULLOCH (GEORGE) RESIDENTIAL SINGLE FAMILY RESIDENTIAL 0 Owner Contractor CHRIST HOLY MISSIONARY MILES CONSTRUCTION CORP. BAPTIST CHURCH P.O. BOX 10467 1119 ARIZONA ST COLLEGE STATION TX 77842 COLLEGE STATION TX 778404201 (979) 777-4675 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . KW Permit pin number . 547067 Permit Fee . . . . 20.00 Issue Date . . . . 1/23/08 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 -------------------------1---------L7 ----- BUILDING D PT$tEfE ATIVE : (/ APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning 6 Development Service; WWW.CSTX.GOV ADDRESS/LOCATION: `1 LOT BLOCK SUBDIVISION For Ofte Use Only DATE:` TR C REg APPLICATION # \1L�j TEMP POLE # 1 J 1 BUSINESS/OWNER NAME: ���-� y ��b `l (�kOVX*PHONE: SEC/PH CONTRACTOR/HOMEOWNER: 'V\ML.ES C vas �C�'C\©F\ c:�xcP . PHONE'��N� _ `\C�V; CONTACT PERSON FOR // REVIEW COMMENTS.. PHONE: �\ FAX: ls�' ` EMAIL: ELECTRICIAN: PLUMBER: HVAC: GOOD CENTS (Residential only): ACCESSORY/STORAGE ADDITION DEMOLITION (ASBESTOS SURVEY) DUPLEX (LANDSCAPE PLANS REQUIRED) LOCATION �\ DESCRIPTION OF WORK: F1w M VING RE -ROOF EW CONSTRUCTION* SHELL ONLY PORTABLE STORAGE (RESIDENTIAL) SLAB ONLY PORTABLE STORAGE (NON-RESIDENTIAL) SWIMMING POOL REMODEURENOVATION* PROPOSED USE: STRUCTURE USE: C�c �tJi-L�c v HOMEOWNER ASSOC IATION/ARC HITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: rTEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ t-*,h ra 0 00<7A r �' �• VALUATION: $ 1 TOTAL AREA: HEATED AREA: (Cost of Labor and Materials) 3 q 3q PUBLIC SEWER NUMBER OF B7DROOMS: SEPTIC/TREATMENT SYSTEM ��.0 SL '� • EWER TAP: ,. f SIZE (,�Q(9• WATER TAP: 3t&I SIZE /00• 00 OTHER TAP: 3 P4 11 ( SIZE NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE -JB, z \ �� FOUNDATION TYPE: �� o\K s p0 TEMP POLE ROOF TYPE: .OGARAGE TYPE: SINGLE DOUBLE a TRIPLE 2 0 ATTACHED DETACH a CARPORT 7 Z� SIGNATURE OF APPLICANT: ��n &so *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. ............................................................ Official Use Only _ • de, r �i1N it!` Comments: 0011- -or NO Plans Examiner Zoning Official C Gtwf) 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 (Solar Heat Gain Coefficient) Glazing U-Factor R value of ductwork A/C SEER Rating Protection Against Subterranean Termites ❑ Chemical Termiticide Treatment (Soil Treatment)°.x�� j-, q�. ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other * Verification of Application shall be submitted to the City of College Station Building Division prior to issuance of the Certificate of Occupancy. g L � Page 1 of 1 Benjamin McCarty - Christ Holy Missionary Baptist Church, 1119 Arizona Street From: Benjamin McCarty To: milesconstruction@gmail.com Date: 1/23/2008 2:34 PM Subject: Christ Holy Missionary Baptist Church, 1119 Arizona Street Bo, I need one item prior to issue of building permit, I need the Texas Accessibility Standards registration number. Please email it to me or bring it in person when you pull the permit. The building permit is ready, however, the TAS # is required first. The building permit will not be issued without the TAS #. The following are the fees due at building permit: * Building Permit Fee = $820.00 * 4" Sewer Tap Fee = $350.00 * 3/4" Water Meter Fee = $400.00 * 3/4" Irrigation Meter Fee = $400.00 * Temp Pole Fee = $65.00 Total Fees = $2,035.00 Thank you, Benjamin McCarty '00 Commercial Plans Examiner CITY OF COLLEGE STATION Planning & Development Services Building Division 1101 Texas Avenue College Station, TX 77842 979.764.3570 (Phone) 979.764.3496 (Fax) **Building a Better Community with You!** fileWC:\Documents and Settings\bmccarty.CSTX\Loca1 Settings\Temp\GW)00001.HTM 1/23/2008 COMcheckSoftware Version 3.4.1 Envelope Compliance Certificate 2003 IECC Report Date: 06/19/07 Data filename: C:\Documents and Settings\dana\Desktop\Hope\Commercial\Church\Church_COMCheck.cck. . Section 1: Project Information Project Title: CHRIST HOLY MISSIONARY BAPTIST CHURCH Construction Site: Owner/Agent: Designer/Contractor: 1119 ARIZONA STREET TIMOTHY CAMPBELL DANA HUDSON COLLEGE STATION, TX 77840 CHRIST HOLY MISSIONARY BAPTSIT HOPE HOME DESIGNS CHURCH 1112 TYLER COURT 1119 ARIZONA STREET COLLEGE STATION, TX 77845 COLLEGE STATION, TX 77840 979.690.2386 TCAMP1914@AOL.COM DHUDSON96@HOTMAIL.COM Section 2: General Information Building Location (for weather data): College Station, Texas Climate Zone: 4b Heating Degree Days (base 65 degrees F): 1788 Cooling Degree Days (base 65 degrees F): 2776 Project Type: New Construction Vertical Glazing / Wall Area Pct.: 9% Building Type Floor Area Religious Worship 3360 Section 3: Requirements Checklist •c- Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Orientation: NORTH Exterior Wall 4: Wood Frame, Any Spacing 866 13.0 0.0 0.091 0.207 Window 5: Metal Frame:Double Pane with Low-E, Tinted, SHGC 101 --- --- 0.650 1.230 0.40, PF 0.14 Door 3: Glass, Tinted, SHGC 0.78, PF 0.36 21 --- --- 0.580 1.230 Orientation: EAST Exterior Wall 3' Wood Frame, Any Spacing 560 13.0 0.0 0.091 0.207 Window 4: Metal Frame:Double Pane with Low-E, Tinted, SHGC 23 --- --- 0.650 1.230 0.40, PF 0.10 Orientation: SOUTH Exterior Wall 2: Wood Frame, Any Spacing 866 13.0 0.0 0.091 0207 Window 3: Metal Frame:Double Pane with Low-E, Tinted, SHGC 56 --- - 0.650 1.230 0.40, PF 0.14 Door 2: Solid 21 --- --- 0.400 0.339 Orientation: WEST Exterior Wall 1: Wood Frame, Any Spacing 560 13.0 0.0 0.091 0.207 Window 1: Metal Frame:Double Pane with Low-E, Tinted, SHGC 21 --- - - 0.650 1.230 0.40, PF 0.10 CHRIST HOLY MISSIONARY BAPTIST CHURCH Page 1 of 8 I Window 2: Metal Frame:Double Pane with Low-E, Tinted, SHGC 3 --- --- 0.650 1.230 0.40, PF 0.25 Door 1: Glass, Tinted, SHGC 0.78, PF 0.10 42 --- --- 0.580 1.230 Orientation: UNSPECIFIED ORIENTATION Roof 1: Metal Roof without Thermal Blocks 3670 36.0 0.0 0.067 0.063 Floor 1: Slab -On -Grade: Unheated 252 --- - (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows, doors, and skylights certified as meeting leakage requirements. 0 3. Component R-values & U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. 0 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 0 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air -tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Note: Vapor retarder not required in this location. Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date CHRIST HOLY MISSIONARY BAPTIST CHURCH Page 2 of 8 2003 IECC Report Date: 06/19/07 Data filename: CADocuments and Settings\dana\Desktop\Hope\Commercial\Church\Church_COMCheck.cck Section 1: Project Information Project Title: CHRIST HOLY MISSIONARY BAPTIST CHURCH Construction Site: Owner/Agent: Designer/Contractor: 1119 ARIZONA STREET TIMOTHY CAMPBELL DANA HUDSON COLLEGE STATION, TX 77840 CHRIST HOLY MISSIONARY BAPTSIT HOPE HOME DESIGNS CHURCH 1112 TYLER COURT 1119 ARIZONA STREET COLLEGE STATION, TX 77845 COLLEGE STATION, TX 77840 979.690.2386 TCAMP1914@AOL.COM DHUDSON96@HOTMAIL.COM Section 2: General Information Building Use Description by: Project Type: New Construction Building Type Floor Area Religious Worship 3360 Section 3: Requirements Checklist Interior Lighting: 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 4368 4270 YES Cj 2. Exit signs 5 Watts or less per side. Exterior Lighting: 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low -voltage landscape lighting. Controls, Switching, and Wiring: 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel/motel guest room. O 6. Individual dwelling units separately metered. 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant -sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; CHRIST HOLY MISSIONARY BAPTIST CHURCH Page 3 of 8 Areas that use less than 0.6 Watts/sq.ft. 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 10.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2003 iECC, Chapter 8, requirements in COMcheck Verc:-n 3.4.1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title CHRIST HOLY M Signature Date 1 COMcheck Software Version 3.4.1 Lighting Application Worksheet 2003 IECC Report Date: Data filename: C:\Documents and Settings\dana\Desktop\Hope\Commercial\Church\Church_COMCheck.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts / ft2 Religious Worship 3360 1.3 4368 Total Allowed Watts = 4368 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID: Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. i.�l}-✓. iBIOUS WOfSiiip �3360'9Q rt ) �r w xr Y '� Y h -- b x ro a, Linear Fluorescent 1: 36" T8 25W / Electronic 4 34 100 3400 Linear Fluorescent 2: 36" T8 25W / Electronic 2 1 50 50 Incandescent 1: Incandescent 100W 1 7 100 700 Incandescent 2: Incandescent 30W 1 4 30 120 Total Actual Watts = 4270 Section 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies: Total Allowed Watts = 4368 Total Actual Watts = 4270 Project Compliance = 98 �..R '1- x♦. 1. c S ''.7s. t"'siy7's '�1`�'=.J`�' r � ". "i�� "-?' 'rk t?^,:,�' ;L►g ►f tin�g`:'��1�J � I�BSIgr1 o�t32tt�f''ti1 �C "", �•.�'t�'�.� �` ,."�� -n��` a �rrra,. r=i�r'�� ma z.;'°�rY�°str�'�^�,�'��dt�' t��;�aia�t+ l ':.. .. -.. :..... w.... ... ..... ... .... .. . _ �.... •. .�....•.'. 's--.. _.- • .. V :nF . !.q�. ri.•.... .h.aA � .. .dl 5 �R +yl� k. wi CHRIST HOLY MISSIONARY BAPTIST CHURCH Page 5 of 8 .l COMcheck Software Version 3.4.1 ^ x Mechanical Compliance Certificate 2003 IECC Report Date: 06/19/07 Data filename: C:\Documents and Settings\dana\Desktop\Hope\Commercial\Church\Church_COMCheck.cck Section 1: Project Information Project Title: CHRIST HOLY MISSIONARY BAPTIST CHURCH Construction Site: Owner/Agent: Designer/Contractor: 1119 ARIZONA STREET TIMOTHY CAMPBELL DANA HUDSON COLLEGE STATION, TX 77840 CHRIST HOLY MISSIONARY BAPTSIT HOPE HOME DESIGNS CHURCH 1112 TYLER COURT 1119 ARIZONA STREET COLLEGE STATION, TX 77845 COLLEGE STATION, TX 77840 979.690.2386 TCAMP1914QAOL.COM DHUDSON96@HOTMAIL.COM Section 2: General Information Building Location (for weather data): College Station, Texas Climate Zone: 4b Heating Degree Days (base 65 degrees F): 1788 Cooling Degree Days (base 65 degrees F): 2776 Project Type: New Construction Section 3: Mechanical Systems List Quantity System Type & Description 1 HVAC System 1: Packaged Terminal Heat Pump, Cooling Capacity 7000 Btu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 2: Packaged Terminal Heat Pump, Cooling Capacity 7000 Btu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 3: Packaged Terminal Heat Pump, Cooling Capacity 7000 Btu/h, Air -Cooled Condenser / Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : Ej 1. Equipment minimum efficiency: Heat Pump: 3.0 COP, 10.8 EER 0 2. Heat pump thermostat required when supplemental electric resistance heat is installed Requirements Specific To: HVAC System 2: 1. Equipment minimum efficiency: Heat Pump: 3.0 COP, 10.8 EER r) 2. Heat pump thermostat required when supplemental electric resistance heat is installed Requirements Specific To: HVAC System 3: Lj 1. Equipment minimum efficiency: Heat Pump: 3.0 COP, 10.8 EER 0 2. Heat pump thermostat required when supplemental electric resistance heat is installed Generic Requirements: Must be met by all systems to which the requirement is applicable: Ell 1. Load calculations per 2001 ASHRAE Fundamentals Cj 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating CHRIST HOLY MISSIONARY BAPTIST CHURCHµ �^ y `~ _ I Page 6 of 8 - Exception: Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system 5. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm 0 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum 7. Operation and maintenance manual provided to building owner 8. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date CHRIST HOLY MISSIONARY BAPTIST CHURCH Page 7 of 8 M COMcheck Software Version 3.4.1 Mechanical Requirements Description 2003 IECC Report Date: Data filename: C:\Documents and Settings\dana\Desktop\Hope\Commercial\Church\Church_COMCheck.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Heat Pump: 3.0 COP, 10.8 EER 2. Heat pumps having supplementary electric resistance heat must have controls that, except during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. Requirements Specific To: HVAC System 2: 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Heat Pump: 3.0 COP, 10.8 EER 2. Heat pumps having supplementary electric resistance heat must have controls that, except during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. Requirements Specific To: HVAC System 3 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Heat Pump: 3.0 COP, 10.8 EER 2. Heat pumps having supplementary electric resistance heat must have controls that, except during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1: Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Outdoor -air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 7. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 8. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: - Gravity (non -motorized) dampers are acceptable in buildings less than three stories in height above grade. - Ventilation systems serving unconditioned spaces. _ CHRIST HOLY MISSIONARY BAPTIST CHURCH _ Page 8 of 8 (9/8/2008) Beth Boerboom Re: Calking for CO for 1119 Arizona St Y �_ __Page 1 From: Rodney Harris To: Beth Boerboom Date: 9/5/2008 2:53 PM Subject: Re: Calling for CO for 1119 Arizona St No Sanitation issues at this location. Rodney Harris . Sanitation Foreman Public Works Tel(979)764-3698 Fax(979)764-3489 email: rharris@cstx.gov >>> Beth Boerboom 9/5/2008 8:24 AM >>> BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.csbc.gov Inspection Inquiry - Results Corivnents - City of College Station SiN MAROTURUC SECTOR CT 9611 Inspection Inquiry - Results Comments Property ID: Property address: Application, structure number: Permit type, sequence number. Inspection type, sequence number: Inspection status, date: OK �f Exit ? Cancel 40350MO02-0110 1119 ARIZONA ST 07 00003392 000 000 BLDG 00 BUILDING PERMIT 8125 0003 BLDG, FINAL INSPECTION COMPLETED 117111DAII:1 Chris Haver - arizona church Page 1 From: Jennifer Prochazka To: Chris Haver Date: 9/12/2008 2:05:41 PM Subject: arizona church ok for temp CO (two weeks or so) issues: buffer plantings need to be installed clean parking lot of dirt, sod and debris debris (such as brick and fencing) need to be removed from adjacent parking lot dirt in street needs to be cleaned (9/8/2008) Beth Boerboom - Re: Calling for CO for 1119 Arizona St .W._ Page 1 From: Donnie Willis To: Boerboom, Beth Date: 9/5/2008 4:04 PM Subject: Re: Calling for CO for 1119 Arizona St OK for TEMP CO. 1. Areas disturbed by construction of steps need to be vegetated. 2. Excess soil need to be remove from site. 3. Street needs dirt removed. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 9/5/2008 at 8:24 am, in message<48COECAD.D1D4.006F.0@cstx.gov>, Beth Boerboom wrote: BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.csb(.gov (9/10/2008) Beth Boerboom Re Calling for CO for 1119 Anzona St Page 1 From: Pete Garcia To: COS Date: 9/10/2008 2:31 PM Subject: Re: Calling for CO for 1119 Arizona St Attachments: Pete Garcia.vcf They are OK. 'Do not ask the Lord to Guide your Footsteps if you are not willing to move your Feet' This e-mail and/or attachment is for the sole use of the intended recipient(s) and may contain confidential and /or legally privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all electronic and paper copies of the original message and any attachments. Thank You. >>> On 9/9/2008 at 3:36 PM, in message<48C69810.B951.0035.0(�)cstx.gov>, Pete Garcia wrote: Still NO For CO, we need a backflow test for the lawn irrigation. 'Do not ask the Lord to Guide your Footsteps if you are not willing to move your Feet' This e-mail and/or attachment is for the sole use of the intended recipients) and may contain confidential and /or legally privileged information. 'Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all electronic and paper copies of the original message and any attachments. Thank You. >>> On 9/9/2008 at. 11:25 AM, in message<48C65D15.6D9C.0039.0@cstx.gov>, Gina Southerland wrote: Will be ready for C.O. inspections on Thursday morning. Lookng for C.O. on Friday Sept. 12. Thanks! Gina Southerland ''s. CSR - Planning & Development Services City of College Station 979-764-3570 www.csb(.gov >>> Beth Boerboom 9/5/200 BP 07-3392 Christ Holy Missionary Church Any issues please contact Mile Thanks! Beth Boerboom, Customer Sei Planning & Development Sery City of College Station 979.764.3570 www.csb(.gov ( http://www.c. (9/10/2008) Beth Boerboom Re Calling for CO for 1119 Arizona St T Page.1' From: Paul Schoenfeld To: Alan Gibbs; Benjamin McCarty; Beth Boerboom; Brenda Godfrey; Bridget... Date: 9/10/2008 11:37 AM Subject: Re: Calling for CO for 1119 Arizona St NO for CO. Sewer box buried flagged. Paul >>> Gina Southerland 9/9/2008 11:25 AM >>> Will be ready for C.O. inspections on Thursday morning. Lookng for C.O. on Friday Sept. 12. Thanks! Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov >>> Beth Boerboom 9/5/2008 8:24 AM >>> BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issue's please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.cstx.gov j.. 11/2008) Beth Boerboom - Re: Calling for CO for 1119 Arizona Sf Page 1 From: Eric Dotson To: Alan Gibbs; Benjamin McCarty; Beth Boerboom; Brenda Godfrey; Bridget... Date: 9/11/2008.1:30 PM Subject: Re: Calling for C.0 for 1119 Arizona St Good through fire for a TEMP CO needs to order and install Knox Box. Eric Dotson '06 Deputy Fire Marshal College Station Fire Department edotson@cstx.gov (979)764-3709 (979)764-3705 Fax (979)764-3403 > > > Gina Southerland 9/9/2008 11:25 AM > > > Will be ready for C.O. inspections on Thursday morning. Lookng for C.O. on Friday Sept. 12. Thanks! Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov > > > Beth Boerboom 9/5/2008 8: 24 AM > > > BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.cstx.gov (9/8/2008) Beth Boerboom - Re Calling for CO for 1119 Ariz oria Strv„ _ _ _ _ M _ _Page From: Jennifer Prochazka To: Alan Gibbs; Benjamin McCarty; Beth Boerboom; Brenda Godfrey; Bridget... Date: 9/5/2008 3:54 PM Subject: Re: Calling for CO for 1119 Arizona St Site not ready for planning inspection. No for CO. >>> Beth Boerboom 9/5/2008 8:24 AM >>> BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.csbc.00v PREPARED 9/05/08, 12:00:34 INSPECTION TICKET PAGE 7 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 9/05/08 ------------------------------------------------------------------------------------------------ ADDRESS 1119 ARIZONA ST SUBDIV: MCCULLOCH (GEORGE) TENANT, NBR: NEW CHURCH SANCTUARY CONTRACTOR MILES CONSTRUCTION CORP. PHONE (979) 777-4675 OWNER CHRIST HOLY MISSIONARY PHONE PARCEL 403500-0002-0110 APPL NUMBER: 07-00003392 COMMERCIAL, CHURCHES & OTHER RELIGIOUS ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 3/17/08 OC BLDG, FOUNDATION -SLAB TIME: 17:00 3/17/08 AP March 14, 2008 4:42:47 PM acarter. -Administrative Adjustment was granted per Bob Cowell for a 2' encroachment into the rear setback and 1' into the front setback. B115 01 6/13/08 DS BLDG, FRAMING TIME: 17:00 6/13/08 AE June 13, 2008 11:04:21 AM acarter. left note on green tag not to brick until after insulation inspection Tyvek not taped and holes not sealed B115 03 6/17/08 DS BLDG, FRAMING TIME: 17:00 6/17/08 AP June 16, 2008 2:10:44 PM ccourt. B115 02 6/17/08 DS BLDG, FRAMING TIME: 17:00 6/17/08 AP June 16, 2008 12:23:02 PM ccourt. THIS IS FOR A EXTERIOR COVER UP INSPECTION - GRACE B130 01 6/24/08 DS BLDG, INSULATION TIME: 17:00 6/24/08 AP June 24, 2008 8:11:57 AM glsouth. B125 01 9/02/08 OC BLDG, FINAL TIME: 17:00 9/03/08 CA September 2, 2008 2:18:46 PM glsouth. not ready B125 03 9/05/08 BLDG, FINAL TIME: 17:00 September 5, 2008 11:23:32 AM ccourt. B125 02 9/05/08 DS BLDG, FINAL TIME: 17:00 9/05/08 CA September 4, 2008 4:59:47 PM ccourt. CANCEL PER DAVID --------------------- - ✓---------- CO-MMENTS AND OTES --------------------- ] -- ------ Ulm (c, (9/8/2008) Beth 8' erboom -^Re Calling for CO for 1119 Arizona St _ Page 1 From: Eaphrame Thomas To: Alan Gibbs; Benjamin McCarty; Beth Boerboom; Brenda Godfrey; Bridget... Date: 9/5/2008 3:48 PM Subject: Re: Calling for CO for 1119 Arizona St No for CO need backflow test report for lawn irrigation. Eaphrame A. Thomas Environmental Technician City of College Station Public Utilities and Environmental Services 979.764.6342 >>> Beth Boerboom Friday, September 05, 2008 8:24 AM >>> BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.cstx.aov i (9/8/2008) Beth Boerboom �Re: Calling for CO for 1119 Arizona Si _.._..__ _ _ _ _..... Pag.e_�� From: Paul Schoenfeld To: Alan Gibbs; Benjamin McCarty; Beth Boerboom; Brenda Godfrey; Bridget... Date: 9/5/2008 3:56 PM Subject: Re: Calling for CO for 1119 Arizona St NO for CO. Sewer box buried flagged. Paul >>> Beth Boerboom 9/5/2008 8:24 AM >>> BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.cstx.4ov (9/9 2008) TBeth Boerboom - Re�Calling_for CO for 1119vArizona St T µ T Page 1 j From: Brenda Godfrey To: Alan Gibbs; Benjamin McCarty; Beth Boerboom; Bridgette George; Carol... Date: 9/9/2008 12:18 PM Subject: Re: Calling for CO for 1119 Arizona St Do we need any easements on this property? I have no easements from the church or the predecessor in title. BG Brenda S. Godfrey Legal Assistant City of College Station, Texas Legal Department Phone: 979.764.3460 Fax:979.764.3481 >>> Beth Boerboom 9/5/2008 8:24 AM >>> BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.csbc.00v i (9/8/2008) Beth Boerboom Re: Calling for CO for 1119 Arizona St N � T f M Page 1 From: Jennifer Prochazka To: Alan Gibbs; Benjamin McCarty; Beth Boerboom; Brenda Godfrey; Bridget... Date: 9/5/2008 3:56 PM Subject: Re: Calling for CO for 1119 Arizona St I talked to the contractor and he stated that he was not ready for CO inspections and had not requested them. It will be late next week before he will be ready for site inspection. >>> Beth Boerboom 9/5/2008 8:24 AM >>> BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. 11IFSUM Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 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 . . . . . . 9/19/08 Parcel Number . . . . . 403500-0002-0110 Property Address . . . 1119 ARIZONA ST COLLEGE STATION TX 77840 Subdivision Name . . . MCCULLOCH (GEORGE) Legal Description . . . MCCULLOCH (GEORGE), BLOCK 2, L OT 9,10,11&34 Property Zoning . . . . SINGLE FAMILY RESIDENTIAL Owner . . . . . . . . . CHRIST HOLY MISSIONARY Contractor . . . . . . MILES CONSTRUCTION CORP. 979 777-4675 Application number 07-00003392 000 000 Description of Work COMMERCIAL, CHURCHES & OTHER RELIGIOUS Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy'type . . . . ASSEMBLY (IBC) Flood Zone . . . . . . Special conditions . . Approved . . . . . . . VOID UNLESS SIGNED B5 City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . Contractor . . . . . . 9/12/08 9/26/08 403500-0002-0110 1119 ARIZONA ST COLLEGE STATION TX 77840 MCCULLOCH (GEORGE) MCCULLOCH (GEORGE), BLOCK 2, L OT 9,10,11&34 SINGLE FAMILY RESIDENTIAL CHRIST HOLY MISSIONARY MILES CONSTRUCTION CORP. 979 777-4675 Application number 07-00003392 000 000 Description of Work COMMERCIAL, CHURCHES & OTHER RELIGIOUS Construction type . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . ASSEMBLY (IBC) Flood Zone . . . . . . Special conditions i% AREAS DISTURBED BY CONSTRUCTION OF STEPS NEED TO BE VEGETATED. --2r. EXCESS SOIL NEED TO BE REMOVE FROM SITE. NEED A BACKFLOW TEST FOR THE LAWN IRRIGATION. 4. NEED TO RAISE SEWER BOX. Approved . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning 9/12/08 9/26/08 403500-0002-0110 1119 ARIZONA ST COLLEGE STATION TX 77840 MCCULLOCH (GEORGE) MCCULLOCH (GEORGE), BLOCK 2, L OT 9,10,11&34 SINGLE FAMILY RESIDENTIAL Owner . . . . . . . . CHRIST HOLY MISSIONARY Contractor . . . . . . MILES CONSTRUCTION CORP. 979 777-4675 Application number 07-00003392 000 000 Description of Work COMMERCIAL, CHURCHES & OTHER RELIGIOUS Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type ASSEMBLY (IBC) Flood Zone Special conditions ,-T. BUFFER PLANTINGS NEED TO BE INSTALLED. 2-. CLEAN PARKING LOT OF DIRT,SOD DEBRIS. .3-. DEBRIS (SUCH AS BRICK AND FENCING)NEED TO BE REMOVED FROM ADJACENT PARKING LOT. A. DIRT IN STREET NEEDS TO BE CLEANED. ®. AREAS DISTURBED BY CONSTRUCTION OF STEPS NEED TO BE VEGETATED. EXCESS SOIL NEED TO BE REMOVE FROM SITE. NEED A BACKFLOW TEST FOR THE LAWN IRRIGATION. AM NEED TO RAISE SEWER BOX. Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Chris Haver - Arizona street hotel Page 1 From: Jennifer Prochazka To: Chris Haver Date: 9/19/2008 9:12:43 AM Subject: Arizona street hotel no more issues ... looks great Ttd aw 7ALO • 11e40 136 & —ii-i - 4uit5i (9/19/2008) Gina Southerland - Fwd: Re: Calling for CO for 1119 Arizona St Page 1 From: Pete Garcia To: COS Date: 9/19/2008 3:29 PM Subject: Fwd: Re: Calling for CO for 1119 Arizona St Attachments: Pete Garcia.vcf; Pete Garcia.vcf They are Ok. 'Do not ask the Lord to Guide your Footsteps if you are not willing to move your Feet' This e-mail and/or attachment is for the sole use of the intended recipient(s) and may contain confidential and /or legally privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all electronic and paper copies of the original message and any attachments. Thank You. >>> On 9/10/2008 at 2:31 PM, in message<48C7DA3D.B951.0035.0Co)csbc.gov>, Pete Garcia wrote: They are OK. 'Do not ask the Lord to Guide your Footsteps if you are not willing to move your Feet' This e-mail and/or attachment is for the sole use of the intended recipient(s) and may contain confidential and /or legally privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all electronic and paper copies of the original message and any attachments. Thank You. >>> On 9/9/2008 at 3:36 PM, in message<48C69810.B951.0035.0Cabcstx.gov>, Pete Garcia wrote: Still NO For CO, we need a backflow test for the lawn irrigation. 'Do not ask the Lord to Guide your Footsteps if you are not willing to move your Feet' This e-mail and/or attachment is for the sole use of the intended recipient(s) and may contain confidential and /or legally privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all electronic and paper copies of the original message and any attachments. Thank You. >>> On 9/9/2008 at 11:25 AM, in message<48C65D15.6D9C.0039.0Ccbcsbc.00v>, Gina Southerland wrote: Will be ready for C.O. inspections on Thursday morning. Lookng for C.O. on Friday Sept. 12. Thanks! Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.00v >>> Beth Boerboom 9/5/2008 8:24 AM >>> BP 07-3392 Christ Holy Missionary Church - New Church Sanctuary Any issues please contact Miles Construction at 777-4675. Thanks! Beth Boerboom, Customer Service Rep. Planning & Development Services City of College Station 979.764.3570 www.cstx.00v Lttp://www.csb(.00v/ ) CITY OF COLLEGE STATION DEVELOPMENT SERVICES 110.1 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: /1 /oy. # of pages including cover: Z Ifyou did not rweive a complete fax, please call Our Office immediafelyfor anew transmittal. FAX: 47? - 6 ?B - a 3 S 6 COMPANY: RE: Gl��'1 �i �' /'/O`y l _ ` Iff1 O N O..y /✓R�/� s C� N I�L�H FROM: c Gu rf COMPANY:_ City of College Station, Development Services REMARKS: ❑ Urgent [gFor your review ❑ Repl y ASAP ❑FYI D19- 8,11oH H �� �,►�... L �7Ya- Novem (*. or q" CITY OF COLLEGE STATION Re: Christ Holy Missionary Baptist Church- 1119 Arizona Street Dear Ms. Dana Hudson, I have completed the plan review for the above referenced project and have the following comments. The plan review is based on the 2006 International Codes, the 2005 National Electrical Code, ANSI Al17.1-2003 Accessibility Standards, and our local amendments. Where appropriate, I have included the applicable code sections. Submit three complete sets of building plans with a design professional's seal on each sheet per local ordinance for A-3 occupancy type. Adjust accessible water closet in women's restrooms for 60" clearance to comply with sections 604.3.1 and 604.8.2 of the ICC/ANSI A117.1-2003. Currently has 4'9". N � 9Provide tire stops or 18' parking spaces with 6 feet wide sidewalk to meet the accessibility route requirements (ANSI A117.1-2003) of 36" minimum clearance after subtracting 2' for vehicle overlapping sidewalk. Current sidewalk is only 4 feet, which leaves only 24" of accessible clearance when located at the head of parking spaces. Adjust Doors # 1, 3, 4, and 12; change door swing to the direction of egress travel to comply with 2006 IBC. P� Provide 75 CFM minimum exhaust fan per water closet or urinal per restroom to comply with table 403.3 of the 2006 International Mechanical Code. Provide emergency lighting in corridor, in the meeting hall, and exterior exit discharge lighting at all three exit doors per section 1006.3 of the 2006 IBC. NOTE -�► Provide Knox Box per City of College Station Fire Marshal's Office. off X Verify main disconnect is on the exterior of the building per city ordinance. Provide Type I Exhaust Hood with Fire Suppression System & Makeup Air System required above range in a commercial building per sections 506 and 507 of the 2006 International Mechanical Code. Provide non-combustible wall and ceiling framing and materials within 18" of a Type I Exhaust Hood per section 507.9 of the 2006 IMC. 11 Submit TAS registration number EABPRJ.... _> . Verify CFM volume per HVAC unit, if unit is greater than 2000 CFM, provide smoke OM detectors in return air ducts, include audio/visual alarm wall mounted in meeting hall with auto unit shut -down. Change occupancy type to A-3. . Provide floor drains with trap primers. mom XProvide U.L. listed one hour fire -rated ceiling assembly for exit corridor. ON P5AWVW the review does not include any civil or zoning issues or NRA requirements of the Unified Development Ordinance. Please respond to the plan review comments at your convenience. Three sets of plans addressing these issues will be required. Should you have any questions, contact me at 979-764-3754. "1,h You, _ . Ben McCarty Plans Examiner the heart of the Research Valley P.O. BOX 9960 1101 TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3510 www.cstx.gov TRANSMISSION VERIFICATION REPORT TIME 11/21/2007 13:36 NAME FAX TEL SER.# 000L5J596800 DATE,TIME 11/21 13:35 FAX NO./NAME 96902386 DURATION 00:01:11 PAGE(S) 02 RESULT OK MODE STANDARD ECM CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1.101 Texas Avenuo South, PO Box 9960 College StAtion, Texas 77842 Phone 979.764.8570 / Fax 979.764.3496 FACSYM LE COVER SHEET Date: 11%ty. .2111 -�-00 7 ## of pages including cover: 2- Hyou did not roodm a complete fax, please cdll our office immediately for anew transmltta1, To: -ft o d. FAX: 23 8 6 COMPANY: RR mom. � e H i cs •� : ►1 !Vic � rfy `� City of College Station Page of �� Building Inspection Department g PLANS EXAMINATION REPORT Address: / �zovt�c 57�rtcT Date:_T�� 7 Project Name: G r, 5 f" i4d, �fSi o r+cw� !3 a�° s J� G �c K •- L� . Drawing Number Code Ref. Number -3 Questions or Comments ^?"rw 4 BrA,n�*1e 3 e-f ✓! a aW/tw tf7 0 ,i G ran 4-e- 2. ,1 acw alter t �►' {�(. IV l rota f -i'/ e u res 5 b v� S 3; J e 12ef U i v c;W 440✓e_ R a e -1:wl C s-o b , Ve-i4 !.,off, �,�,► rh / �,A 1' . G /006.3 00/,9v-ioe e ^-t C w, U1454 ;-I Gary-�yCoy /(coo rS . l�nntiy%��E o �L�, ,�..��lrS I' ►7 �GV�..-/N /D � i� rv1 G �w'�G a w( `� f��'S %�..sl� A Jq✓r�, � 6i u � � u ►� o --- Oc� a T c i4 _ /n � r d �a ! yr G* a Gl Gra �.� ira r"r'.� r•- r -- 7 G�=W� IL ram - Received by: Date: