construction drawings church-layout

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LUMBER SPECIES: A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2 B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. D. ALL STUDS TO BE DF#2 OR BETTER. E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. WALL SHEATHING SHALL BE 1/2'' INT-APA RATED 32/16 OR 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB. G-1 SHEET: REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SCALE: INDEX OF DRAWINGS LABEL TITLE DESCRIPTION COMMENTS G-1 PROJECT OVERVIEW AS-1 ARCHITECTURAL SITE PLAN S-1 GENERAL NOTES S-2 FOUNDATION PLAN S-3 FOUNDATION DETAILS S-4 FRAMING S-5 ROOF PLAN S-6 FRAMING DETAILS A-1 FLOOR PLAN A-2 ROOF PLAN A-3 BUILDING SECTIONS A-5 CONSTRUCTION DETAILS A-6 INTERIOR ELEVATIONS A-7 INTERIOR ELEVATIONS A-8 EXTERIOR ELEVATIONS M-1 MECHANICAL PLAN M-2 MECHANICAL DETAILS & SCHEDULES E-1 ELECTRICAL PLAN E-2 ELECTRICAL SPECIFICATIONS & SCHEDULES E-3 ELECTRICAL ONE LINE E-4 ELECTRICAL DETAILS P-1 PLUMBING SEWER PLAN P-2 PLUMBING WATER PLAN P-3 PLUMBING DETAILS & SCHEDULES Premier Bautista Church Addition DATE: Urban Infrastructure Group, Inc. 407 N. Salinas Blvd. Donna,TX 78537 956-464-4710 11/9/2015 GENERAL NOTES: THE BUILDER SHALL VERIFTY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS. BUILDING PERFORMANCE: HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF REGIONAL AND LOCAL CODES. SEE CALCULATIONS. PORCHES, DECKS, FOUNDATION, FIREPLACE ENCLOSURES, AND GARAGE AREAS NOT INCLUDED IN LIVING AREA. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM. STRUCTURAL ENGINEER: URBAN INFRASTRUCTURE GROUP DESIGNER: MARIO GARZA JR., URBAN INFRASTRUCTURE GROUP BUILDER: MISCELLANEOUS NOTES: EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.7 SQ. FT. WITH A MINIMUM WIDTH OF 20 IN. AND A SILL LESS THAN 44" ABOVE FIN. FLR. ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN 24 IN. OF ANY DOOR (REGARDLESS OF WALL PLANE) ARE TO HAVE SAFETY GLAZING. ALL GLAZING WITHIN 60 IN. OF TUB OR SHOWER FLOOR, 60 IN. OF A STAIR LANDING OR GREATER THAN 9 SQUARE FEET ARE TO HAVE SAFETY GLAZING ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS ARE TO BE SOLID CORE WITH WEATHERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE. PROVIDE PEEPHOLE 54-66 IN. ABOVE FIN. FLOOR ON EXTERIOR ENTRY DOORS. PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. PROVIDE COMBUSTION AIR VENTS (W/SCREEN AND BACK DAMPER) FOR GAS FIRE-PLACE AND ANY OTHER APPLIANCES WITH AN OPEN FLAME. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING A MINIMUM OF 5 AIR EXCHANGES PER HOUR. RANGE HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. INSULATE ALL ACCESS DOORS/ HATCHES TO CRAWL SPACES AND ATTICS TO THE EQUIVALENT RATING OF THE WALL, FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. UNO ON PLANS. ATTIC R-38 WALLS R-13 FLOORS R-30 PROVIDE CRAWLSPACE VENTING TO MEET THE REQUIREMENTS OF THE 2012 EDITION OF THE I.R.C. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO THE 2012 INTERNATIONAL BUILDING CODE. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE THE INSPECTION IS REQUIRED. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. DEFINITIONS: CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK REQUIRING SPECIAL INSPECTION AT ALL TIMES. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE. GENERAL NOTES AND SPECIFICATIONS THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2012 IBC AND ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. 2006 IEC AND 2006 IMC SHALL BE USED. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY THIS OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AND DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. DESIGN CRITERIA: 2012 IRC AND IBC ROOF: 50 PSF SNOW LOAD *8 PSF TOP CHORD DL. *7 PSF BOTTOM CHORD DL. *5 PSF NET WIND UPLIFT. FLOOR: 40 PSF LL. *10 PSF TOP CHORD DL. *5 PSF BOTTOM CHORD DL. SOIL: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OF EXCAVATION FROST DEPTH: *2'-0" SEISMIC ZONE: C, WIND: 90 MPH (90 MPH 3 SEC GUST), EXPOSURE C. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF, FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED. INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 70" ABOVE SHOWER DRAINS. INSULATE WASTE LINES FOR SOUND CONTROL. EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 90 CFM (MIN) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND / OR SHOWER AND IN LAUNDRY ROOMS. ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. HOME OWNER: PREMIER BAUTISTA CHURCH PROJECT ADDRESS: 1206 South Ave, Donna, TX 78537 PROJECT DISCRIPTION: ONE STORY, ADDITION OCCUPANCY: GROUP A-3 CONSTRUCTION TYPE: TYPE IIB ALLOWABLE AREA: UNLIMITED BLDG PERMIT#: _________________ BUILDING FLOOR 1: X SQ. FT. AREA: GARAGE: 0 SQ. FT. TOTAL: X SQ. FT. DECKS X SQ. FT. LIVABLE AREA: X SQ. FT.

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Page 1: Construction Drawings Church-Layout

LUMBER SPECIES:A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTERC. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2.D. ALL STUDS TO BE DF#2 OR BETTER.E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:

ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. WALL SHEATHING SHALL BE 1/2'' INT-APA RATED 32/16 OR 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.

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INDEX OF DRAWINGSLABEL TITLE DESCRIPTION COMMENTSG-1 PROJECT OVERVIEWAS-1 ARCHITECTURAL SITE PLANS-1 GENERAL NOTESS-2 FOUNDATION PLANS-3 FOUNDATION DETAILSS-4 FRAMINGS-5 ROOF PLANS-6 FRAMING DETAILSA-1 FLOOR PLANA-2 ROOF PLANA-3 BUILDING SECTIONSA-5 CONSTRUCTION DETAILSA-6 INTERIOR ELEVATIONSA-7 INTERIOR ELEVATIONSA-8 EXTERIOR ELEVATIONSM-1 MECHANICAL PLANM-2 MECHANICAL DETAILS & SCHEDULESE-1 ELECTRICAL PLANE-2 ELECTRICAL SPECIFICATIONS & SCHEDULESE-3 ELECTRICAL ONE LINEE-4 ELECTRICAL DETAILSP-1 PLUMBING SEWER PLANP-2 PLUMBING WATER PLANP-3 PLUMBING DETAILS & SCHEDULES

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GENERAL NOTES:

THE BUILDER SHALL VERIFTY THAT SITE CONDITIONS ARECONSISTENT WITH THESE PLANS BEFORE STARTING WORK.WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TOTHE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALLWORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONALBUILDING CODES AND LOCAL CODES.

WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKEPRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES.THE ENGINEER/DESIGNER SHALL BE CONSULTED FORCLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THATARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND INTHE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THEINTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFYAND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGHOPENINGS).

PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS.

BUILDING PERFORMANCE:

HEAT LOSS CALCULATIONS SHALL COMPLY WITH THEREQUIREMENTS OF REGIONAL AND LOCAL CODES. SEECALCULATIONS. PORCHES, DECKS, FOUNDATION, FIREPLACEENCLOSURES, AND GARAGE AREAS NOT INCLUDED IN LIVINGAREA. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THEEXTERIOR. ALL PENETRATIONS OF THE BUILDING ENVELOPESHALL BE SEALED WITH CAULK OR FOAM.

STRUCTURAL ENGINEER: URBAN INFRASTRUCTURE GROUP

DESIGNER: MARIO GARZA JR., URBAN INFRASTRUCTURE GROUP

BUILDER:

MISCELLANEOUS NOTES:

EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.7 SQ.FT. WITH A MINIMUM WIDTH OF 20 IN. AND A SILL LESS THAN 44"ABOVE FIN. FLR.

ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN 24 IN.OF ANY DOOR (REGARDLESS OF WALL PLANE) ARE TO HAVESAFETY GLAZING. ALL GLAZING WITHIN 60 IN. OF TUB OR SHOWERFLOOR, 60 IN. OF A STAIR LANDING OR GREATER THAN 9 SQUAREFEET ARE TO HAVE SAFETY GLAZING

ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITHSAFETY GLASS.

ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALLEXTERIOR DOORS ARE TO BE SOLID CORE WITHWEATHERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS ON ALLEXTERIOR DOORS, AND LOCKING DEVICES ON ALL DOORS ANDWINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE. PROVIDEPEEPHOLE 54-66 IN. ABOVE FIN. FLOOR ON EXTERIOR ENTRYDOORS.

PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE INEACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKEDETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKEDETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT,WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDEBATTERY BACKUP FOR ALL UNITS.

PROVIDE COMBUSTION AIR VENTS (W/SCREEN AND BACKDAMPER) FOR GAS FIRE-PLACE AND ANY OTHER APPLIANCESWITH AN OPEN FLAME.

BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THEOUTSIDE WITH A FAN CAPABLE OF PRODUCING A MINIMUM OF 5AIR EXCHANGES PER HOUR.

RANGE HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE.

ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS ANDGARAGES SHALL BE G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICALCODE REQUIREMENTS.

INSULATE ALL ACCESS DOORS/ HATCHES TO CRAWL SPACES ANDATTICS TO THE EQUIVALENT RATING OF THE WALL, FLOOR ORCEILING THROUGH WHICH THEY PENETRATE. UNO ON PLANS.

ATTIC R-38WALLS R-13FLOORS R-30

PROVIDE CRAWLSPACE VENTING TO MEET THE REQUIREMENTSOF THE 2012 EDITION OF THE I.R.C.

PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTINGAND COMPLIANCE PROCEDURES ACCORDING TO THE 2012INTERNATIONAL BUILDING CODE.

DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOTLIMITED TO:NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FORINSPECTION AT LEAST 24 HOURS BEFORE THE INSPECTION ISREQUIRED.MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTIONUNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE INCONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BYTHE BUILDING OFFICIAL.PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVEDPERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE.MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THESPECIAL INSPECTOR.

DEFINITIONS:CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR ISOBSERVING THE WORK REQUIRING SPECIAL INSPECTION AT ALLTIMES.PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE ASREQUIRED TO CONFIRM THAT THE WORK REQUIRING SPECIALINSPECTION IS IN CONFORMANCE.

GENERAL NOTES AND SPECIFICATIONS

THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2012IBC AND ALL ADDITIONAL STATE AND LOCAL CODEREQUIREMENTS. 2006 IEC AND 2006 IMC SHALL BE USED.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANYWORK KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS,ORDINANCES, OR REGULATIONS. THE CONTRACTOR SHALL ALSOPERFORM COORDINATION WITH ALL UTILITIES AND STATESERVICE AUTHORITIES.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. THE GENERALCONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALLDIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ONTHE JOB AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONSFROM THESE DRAWINGS.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGNAND PROPER FUNCTION OF PLUMBING, HVAC AND ELECTRICALSYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY THISOFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN ANDFUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS.

THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTIONMEANS AND METHODS, ACTS OR OMISSIONS OF THECONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OFTHEM TO CARRY OUT WORK IN ACCORDANCE WITH THECONSTRUCTION DOCUMENTS. AND DEFECT DISCOVERED IN THECONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THEATTENTION OF THIS OFFICE BY WRITTEN NOTICE BEFOREPROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED THISOFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OFCOST AND LIABILITY FROM SUCH DEFECT UPON THECONTRACTOR.

DESIGN CRITERIA: 2012 IRC AND IBCROOF: 50 PSF SNOW LOAD *8 PSF TOP CHORD DL. *7 PSF BOTTOM CHORD DL. *5 PSF NET WIND UPLIFT.FLOOR: 40 PSF LL. *10 PSF TOP CHORD DL. *5 PSF BOTTOM CHORD DL.SOIL: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OFEXCAVATIONFROST DEPTH: *2'-0"SEISMIC ZONE: C, WIND: 90 MPH (90 MPH 3 SEC GUST), EXPOSURE C.

THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WINDLOADS UNTIL THE ROOF, FLOOR AND WALLS HAVE BEENPERMANENTLY FRAMED TOGETHER AND SHEATHED.

INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOORAND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIESAND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES.

INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASHAREAS TO MINIMUM 70" ABOVE SHOWER DRAINS.

INSULATE WASTE LINES FOR SOUND CONTROL.

EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METALDUCTS, PROVIDE 90 CFM (MIN) FANS TO PROVIDE 5 AIR CHANGESPER HOUR IN BATHS CONTAINING TUB AND / OR SHOWER AND INLAUNDRY ROOMS.

ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C.LABEL.

PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLSPERPENDICULAR TO JOISTS AND OTHER BEARING POINTS NOTOTHERWISE PROVIDED WITH SUPPORT.

HOME OWNER: PREMIER BAUTISTA CHURCH

PROJECT ADDRESS: 1206 South Ave, Donna, TX 78537

PROJECT DISCRIPTION: ONE STORY, ADDITION

OCCUPANCY: GROUP A-3

CONSTRUCTION TYPE: TYPE IIB

ALLOWABLE AREA: UNLIMITED

BLDG PERMIT#: _________________

BUILDING FLOOR 1: X SQ. FT.AREA: GARAGE: 0 SQ. FT.

TOTAL: X SQ. FT.

DECKS X SQ. FT.

LIVABLE AREA: X SQ. FT.

Page 2: Construction Drawings Church-Layout

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Page 3: Construction Drawings Church-Layout

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1111//99//22001155

Page 4: Construction Drawings Church-Layout

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1111//99//22001155

General Notes

Page 5: Construction Drawings Church-Layout

S-3

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Page 6: Construction Drawings Church-Layout

S-4

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1111//99//22001155

Page 7: Construction Drawings Church-Layout

S-5

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1111//99//22001155

Page 8: Construction Drawings Church-Layout

S-6

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General Notes

Page 9: Construction Drawings Church-Layout

B30

B30

B30

LCB

3660

B84

48

LSB

3660

B30

B30

B30

LCB

3660

B84

48

LSB

3660

U242490L

BC

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R

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3068

3068

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3068

3068

3068

3076FX 3076FX 3076FX 3076FX 3076FX 3076FX 60810 3068

6068

6068

3076FX3076FX3076FX3076FX3076FX3076FX60811

90'-3" x 37'-4"

14'-4" x 9'-2"

4063 sq ft

13'-3" x 13'-3"

14'-4" x 9'-9"

14'-4" x 17'-8"

6'-6" x 4'-9"

13'-3" x 8'-2"

6'-5" x 4'-9"

E1A-3

E1A-3

E1A-3

E1A-3

Elevation 1

E2A-6E2A-6

Elevation 2

E3A-8E3A-8

E4A-8E4A-8

E6A-8E6A-8

E7A-3E7A-3

38'-4

"

18'-5

7/8

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-7"

10'-3

1/8

"

38'-4

"

13'-9

"10

'-6"

14'-1

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3'-1

1"3'

3'-7

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106'

14'-1 1/4"77'-0 1/8"14'-10 5/8"2'-2 3/16"6'1'-5"3'3'-2"3'3'-2"3'27'-8 5/16"3'3'-2"3'3'-2"3'9'-0 5/8"

106'

14'-10 5/8" 77'-0 1/8" 14'-1 1/4"

1'-6 5/8" 6' 1'-6" 3' 3'-2" 3' 3'-2" 3' 27'-8 5/16" 3' 3'-2" 3' 3'-2" 3' 9'-7 3/16"

STORAGE

MECHANICALKITCHEN

RESTROOM

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LIVING AREA

ELECTRICALJANITOR

NN

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FFLLOOOORR PPLLAANN11 SSCCAALLEE:: 11//44"" == 11''--00""

Page 10: Construction Drawings Church-Layout

3/4

: 12

3/4

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3/4

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4063 sq ft

STORAGE

MECHANICALKITCHEN

RESTROOM

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LIVING AREA

ELECTRICALJANITOR

1st Floor

N N

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SSCCAALLEE:: 11//44"" == 11''--00""11RROOOOFFPPLLAANN SSCCAALLEE:: 11//44"" == 11''--00""

RROOOOFF FFRRAAMMIINNGGPPLLAANN22

Page 11: Construction Drawings Church-Layout

Elevation 1

Elevation 7

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1111//99//22001155

NNOOTTEE:: RREEFFEERR TTOO SSHHEEEETT AA55 FFOORRWWIINNDDOOWW,, DDOOOORR AANNDD WWAALLLL DDEETTAAIILLSS

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BBUUIILLDDIINNGG SSEECCTTIIOONN22 SSCCAALLEE:: 11//44"" == 11''--00""

TTYYPPIICCAALL WWAALLLL SSEECCTTIIOONN33 SSCCAALLEE:: 33//44"" == 11''--00""

EELLEEVVAATTIIOONN22BB SSCCAALLEE:: 11//44"" == 11''--00""

Page 12: Construction Drawings Church-Layout

TR-0 (4 items)

TR-1 (19 items)

TR-2 (4 items)

Truss Detail

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Page 13: Construction Drawings Church-Layout

Elevation 2

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IINNTTEERRIIOORR EELLEEVVAATTIIOONN33 SSCCAALLEE:: 11//22"" == 11''--00""

IINNTTEERRIIOORR EELLEEVVAATTIIOONN22 SSCCAALLEE:: 11//22"" == 11''--00""

IINNTTEERRIIOORR EELLEEVVAATTIIOONN11 SSCCAALLEE:: 11//22"" == 11''--00""

1111//99//22001155IINNTTEERRIIOORR EELLEEVVAATTIIOONN44 SSCCAALLEE:: 11//22"" == 11''--00""

IINNTTEERRIIOORR EELLEEVVAATTIIOONN55

SSCCAALLEE:: 11//22"" == 11''--00""66IINNTTEERRIIOORR EELLEEVVAATTIIOONN

SSCCAALLEE:: 11//22"" == 11''--00"" SSCCAALLEE:: 11//22"" == 11''--00""66IINNTTEERRIIOORR EELLEEVVAATTIIOONN

Page 14: Construction Drawings Church-Layout

A-7

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SSCCAALLEE:: 11//22"" == 11''--00""66IINNTTEERRIIOORR EELLEEVVAATTIIOONN

55SSCCAALLEE:: 11//22"" == 11''--00""

IINNTTEERRIIOORR EELLEEVVAATTIIOONNSSCCAALLEE:: 11//22"" == 11''--00""

IINNTTEERRIIOORREELLEEVVAATTIIOONN66

22 SSCCAALLEE:: 11//22"" == 11''--00""IINNTTEERRIIOORR EELLEEVVAATTIIOONNSSCCAALLEE:: 11//22"" == 11''--00""33

IINNTTEERRIIOORR EELLEEVVAATTIIOONN IINNTTEERRIIOORR EELLEEVVAATTIIOONNSSCCAALLEE:: 11//22"" == 11''--00""

IINNTTEERRIIOORR EELLEEVVAATTIIOONN11 44 SSCCAALLEE:: 11//22"" == 11''--00""

SSCCAALLEE:: 11//22"" == 11''--00""SSCCAALLEE:: 11//22"" == 11''--00""

IINNTTEERRIIOORR EELLEEVVAATTIIOONNIINNTTEERRIIOORR EELLEEVVAATTIIOONN77

Page 15: Construction Drawings Church-Layout

Exterior Elevation Front

Exterior Elevation Left

Exterior Elevation Back

Exterior Elevation Right

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Page 16: Construction Drawings Church-Layout

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MMEEPP PPLLAANN

Page 17: Construction Drawings Church-Layout

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MMEEPP PPLLAANN

Page 18: Construction Drawings Church-Layout

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MMEEPP PPLLAANN

Page 19: Construction Drawings Church-Layout

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MMEEPP PPLLAANN

Page 20: Construction Drawings Church-Layout

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Page 21: Construction Drawings Church-Layout

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Page 22: Construction Drawings Church-Layout

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Page 23: Construction Drawings Church-Layout

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Page 24: Construction Drawings Church-Layout

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