HomeMy WebLinkAboutS0-3C Stanadard Wood FramingTOP PLATEWINDOW HEADER - RE: PLANMIN. END
LENGTH (L)
MIN. END
LENGTH (L)CSHP20 W/9" ENDLENGTHS + (7)0.131"X2 12"EA. END, OR RE:CHARTBELOW FOR ALTERNATIVEOPTIONS.STRAP SIZEHEADER LENGTHEND LENGTH (L)NAILING (EA.END)CS22≤ 6'-0"11"(8) 10D NAILSCS2016"6'-0" ≥11'-0"(15) 10D NAILSRE: TYPICAL HEADER CONSTRUCTION DETAIL FOR INFO. NOT SHOWNTOP OF PLATE
NAILINGRE: CHART BELOWROOF TRUSSESSTRAPPINGWHERE HEADER ISFLUSH TO TOP PLATEMIN. WORK
LENGTH (L)FILL ALLNAIL HOLESSIMPSON STRAPRE: CHART BELOWNAILINGRE: CHART BELOWHEADER - RE: PLANCLIPPINGPER UPLIFTCONNECTIONSDETAILROOF TRUSS CLIPPING PERUPLIFT CONNECTIONS DETAILMATCH CLIPPING ABOVEUSE LTP4 @ 24" O.C. FORHEADER TO TOP PLATE5TYPICAL HEADER AND BEAM STRAPPING / CLIPPING AT TOP FLOORCSHP20 W/9" ENDLENGTHS + (7)0.131"X2 12"EA. END, OR RE:CHARTBELOW FOR ALTERNATIVEOPTIONS.3TYPICAL STANDALONE POST CONNECTION DETAILSWOOD BEAMRE: PLANSWOOD POSTRE: PLANSSIMPSON H8 STRAPON EACH SIDE OF BEAM(2-TOTAL PER BEAM)SIMPSON H8 STRAPON EACH SIDE OFBEAM. (2-TOTAL)AT SOLID POSTS:SIMPSON STRONG-TIEABU POST BASE.SOLID GROUT STANDOFFSPACE WHILE INSTALLINGBASEPLATE.INSTALL WITH 58" X 6"TITEN HD ANCHORS.AT WOODTONEREALPOST:SIMPSON STRONG-TIEECBQ-SDS POSTBASE. INSTALL WITH 12"X 6" TITEN HD ANCHORS.WOOD BEAMRE: PLANSINTERSTITIAL OR CRIPPLESTO MATCH POST WIDTH ASREQUIREDCS22 EA. SIDE W/5 12"END LENGTH (2-TOTAL)OR CSHP20 EA. SIDE W/512" END LENGTHW/(5)0.131"X2 12" EA. ENDWOOD POST ORWOODTONE REALPOSTRE: PLANS51 2" END LENGTH W/ (8)
10D NAILS (TYP.)SIMPSON HANGERRE: PLANS (HUCQU.N.O.)POST OR BEAM (BELOW)ECBQ-SDS POST BASE ATREALPOST. BC POST BASEAT SOLID POSTS, U.N.O.BEAM TO WOODTONEREAL POST - SIDE VIEW11 2"
MIN.
11 2"
MIN.C OF BEAM &MIDDLE ROW OFSCREWSLCENTER BEAMSPLICE ON POSTPOST BASE ANDSTRAP@ WOODSINGLE BEAM TOWOOD POSTDOUBLE BEAM TOWOOD POSTPOST BASE@ FOUNDATIONPERPENDICULARBEAMS TO POSTWOOD BEAMRE: PLANSWOODTONEREALPOST - RE: PLANS(6) 0.22"Ø X 6"LONG SDWS TIMBERSCREWS. 3~EA. SIDE.CENTER BEAMSPLICE ON POSTSINGLE BEAM TOWOODTONE REALPOSTDOUBLE BEAM TOWOODTONE REALPOSTFRAMING - SIDE VIEWINSTALL SCREWSFROM BACK WHENBEAM WIDTH ISGREATER THAN HALFTHE POST WIDTH.POSTWIDTHBEAMWIDTHFLOORDECKING2TYPICAL GIRDER TRUSS LOAD PATH DETAIL3/4"=1'-0"PLYWOODFLOORSHEATHINGFRAMING ANCHOR, RE: ROOF TRUSSUPLIFT HARDWARE SCHEDULEGIRDERTRUSSRE: PLANRE: PLAN
@ FLOORS
TOP OF PLATE
RE: STD DETAILS FOR INTERSTITIALFRAMING REQUIREMENTS.STRAP ALIGNED W/ROOF GIRDER TRUSS.RE:ROOF TRUSS UPLIFT HARDWARESCHEDULE(2)2X MIN. STUD PACK BENEATH GIRDERTRUSS U.N.O. PROVIDE MATCHING STUDPACK BENEATH GIRDER TRUSS COLUMNAT ALL WALLS BELOW.HOLD DOWN (WHERE REQUIRED)ALIGNED WITHROOF GIRDER TRUSS.RE:ROOF TRUSS UPLIFT HARDWARESCHEDULE AND MANUF.RE: PLAN
@ FLOORS
TOP OF PLATE
RE: SILL PLATEANCHORAGESCHEDULE4TYPICAL DOUBLE CLIP INSTALLATION (TOP VIEW)OPTION 1OPTION 2IDENTICAL CONNECTORSPLACED DIAGONALLYFROM EA. OTHER.IDENTICAL CONNECTORSPLACED ON SAME SIDEOF WALL. CONFIGUREDAS SHOWN.WALL TOPPLATEWALL TOPPLATEMIN. 2XTRUSSMIN. 2XTRUSSIDENTICAL CONNECTORSPLACED ON AS SHOWNON SINGLE PLY 2X MAYCAUSE THE WOOD TO SPLIT.NOTES:1.CLIPPED CHORD OF TRUSS MUSTEXTEND 3 12" PAST WALL ON CLIPPEDSIDE OF WALL.2.BOTH CLIPS MUST BE ON THE EXTERIOROF THE WALL WHEN USING THEPLYWOOD AS EXTERIOR UPLIFTHARDWARE ALTERNATIVE DETAILS.3.USE 2 12" MIN. NAILS WHEN INSTALLINGTHROUGH PLYWOOD/OSB SHEATHING.ROOF TRUSS CLIPPING PER THEROOF FRAMING NOTES IS STILLREQUIRED WHEN USING THISDETAIL BUT MUST BE INSTALLEDON THE EXTERIOR OF THE WALL.NAILING ATTACHED TOTOP PLY ONLY. SEESCHEDULE FORSPACING.NAILING ATTACHED TOSPLICE PLATE. SEECHART FOR SPACING.NO HORIZONTALJOINTS PERMITTED ROOF TRUSS1 2"GAPFULL SIZED PLYWOOD/OSB SHIM.MUST BE OF THE SAME THICKNESS,GRADE AND STRENGTH AXISORIENTATION AS THE WALL SHEATHING2X4 SYP/DFL #2 BLOCKING3 4"38"38"SPANEL EDGEBOUNDARY NAILINGREF WALL SHEATHINGSCHEDULEFIELD NAILING, REF WALLSHEATHING SCHEDULESTUDSRE: WALL SCHEDULEFOR SPACING1 2"38"38"TOP OF PLYWOODFLUSH W/ TOP OF PLATEPANEL EDGEBOUNDARY NAILINGREF WALL SHEATHINGSCHEDULEFIELD NAILING, REF WALLSHEATHING SCHEDULESTUDSRE: WALL SCHEDULEFOR SPACINGREF UPLIFT NAILINGSCHEDULE FOR SPACING1 2"1 2" STAGGER12"REF UPLIFT NAILINGSCHEDULE FOR SPACING1 2"1 2"3 4"REF UPLIFT NAILINGSCHEDULE FOR SPACINGREF UPLIFT NAILINGSCHEDULE FOR SPACING3 4"3 4"REF UPLIFT NAILINGSCHEDULE FOR SPACING1 2"1 2" STAGGERREF UPLIFT NAILINGSCHEDULE FOR SPACINGREF UPLIFT NAILINGSCHEDULE FOR SPACING2X4 #2 SYP/DFL BLOCKINGW/ PLYWOOD SHIM, REFSIDE VIEW DETAIL2X4 #2 SYP/DFL BLOCKINGW/ PLYWOOD SHIM, REFSIDE VIEW DETAILUPLIFT SHEATHING NAILING SCHEDULE3"W3 SHEARWALLCONDITIONSREQUIRED NAIL SPACING AT HORIZONTAL PLYWOODPANEL JOINTS/EDGES & ALL SOLE PLATES4"3"3"NOTES1.NAILING AT 2" O.C. AND CLOSER MUST BE INSTALLED IN TWO STAGGERED ROWS WITH A1/2" OFFSET, REFERENCE ASSOCIATED DETAILS.2.NAILING SHOWN IS FOR 8D OR 0.131"X3" NAILS AND IS TO BE USED IN LIEU OF THESCHEDULED SHEARWALL NAILING AT ALL HORIZONTAL PANEL JOINTS. STAPLES OROTHER SIZE NAILS MAY NOT BE SUBSTITUTED.3.W5, W7, AND DOUBLE PLYWOOD SHEATHED SHEARWALL LOCATIONS, AS WELL AS "N/A"CONDITIONS IN THE CHART ABOVE, MAY NOT USE PLYWOOD FOR UPLIFT AND MUST HAVECONVENTIONAL HARDWARE INSTALLED AS DETAILED.4.LAPPING PLYWOOD ACROSS THE FLOOR CAVITY CARRIES WITH IT AN INHERENT RISK OFBUCKLING OF THE SHEATHING DUE TO WOOD SHRINKAGE SINCE GAPPING AT JOINTSCANNOT BE PROVIDED. FRAMER SHOULD TAKE JOB SITE AND MATERIAL CONDITIONSINTO ACCOUNT PRIOR TO CHOOSING THIS OPTION. CONTACT THE AMERICAN PLYWOODASSOCIATION FOR GUIDANCE ON HOW TO LOWER THIS RISK.SINGLE ROW NAILING SCHEMATICSTAGGERED ROW NAILING SCHEMATICNON-SHEARWALLCONDITIONS1OSB AS EXTERIOR UPLIFT HARDWARE ALTERNATIVE DETAILSUPLIFT NAILINGSPACING REQUIREDPER UPLIFT DETAILSW1 SHEARWALLCONDITIONS6"4"2", STAG1.5", STAGUNS1UNS2UNS3UNS4UNS5UNS62", STAG2", STAG2", STAG1.5", STAG1.5", STAG2", STAG2", STAG1.5", STAG1.5", STAGN/A3 12" MIN. EXTENSIONREQUIRED ONCLIPPED CHORDFLUSH PANELS TOTOP OF TOP PLATESYP/DFL TOPPLATES REQUIREDROOF TRUSSNO HORIZONTALJOINTS PERMITTED12"GAP2X4 #2 SYP/DFL BLOCKINGFLOORFRAMINGCAVITY, TYP.NO HORIZONTALJOINTS PERMITTED @ ROOF@ FLOORS@ CONCRETEFLUSH PANELS TOBOTTOM OF SILL PLATEFOUNDATION OR PODIUMSYP/DFL SILL PLATE REQUIRED,REF SILL AND SOLE PLATEANCHORAGE SCHEDULE(6", 4" & 3" NAILING ONLY)(REQUIRED AT 2" & 1 1/2" NAILING)1 2"1 2" STAGGER (2) 2X SYP/DFL TOP PLATEOPTIONAL SPLICE AT HORIZONTAL JOINTSNOT SHOWN, MATCH BLOCKING & NAILINGREQUIREMENTS AT WALL CONDITIONSALTERNATE AT PARAPET CONDITIONSTO REPLACE TOP PLATE TO STUD CLIPALTERNATE @ PARAPET OR HIGH HEEL TRUSSNO HORIZONTAL PANEL JOINTSEXCEPT AT BLOCKEDWALL CONDITIONS NAILING ATTACHED TOTOP PLY ONLY. SEESCHEDULE FORSPACING.ROOF TRUSS CLIPPING PER THEROOF FRAMING NOTES IS STILLREQUIRED WHEN USING THISDETAIL BUT MUST BE INSTALLEDON THE EXTERIOR OF THE WALL.NAILING ATTACHED TOSILL PLATE. SEECHART FOR SPACING.(DOES NOT REPLACE HEADER STRAPPING, SHEARWALL HARDWARE, OR TRUSS CLIPPING)FULL SIZED PLYWOOD/OSB SHIM.MUST BE OF THE SAME THICKNESS,GRADE AND STRENGTH AXISORIENTATION AS THE WALL SHEATHINGNAILING ATTACHED TOSILL PLATE. SEECHART FOR SPACING.CONCRETESUPPORTPER NON-UPLIFTANCHORAGE REQUIRED,RE: SILL+SOLE PLATEANCHORAGE SCHED.PER NON-UPLIFTANCHORAGE REQUIRED,RE: SILL+SOLE PLATEANCHORAGE SCHED.ROOF FRAMING(HEIGHT ANDORIENTATIONVARIES)UNS1 PLATE CLIPPING & STUD STRAPPING SHOWN MAYPOTENTIALLY BE OMITTED PER THE OSB AS EXTERIORUPLIFT HARDWARE ALTERNATIVE DETAILS USING THEUPLIFT NAILING SHOWN HERE FOR EACH WALL AREA.REF THE DETAIL FOR REQUIREMENTS & LIMITATIONS.SIMPSON CLIP @EACH TRUSS END.RE: ROOF FRAMINGNOTESFLOOR FRAMING(ORIENTATIONMAY VARY)FLOOR FRAMING(ORIENTATIONMAY VARY)FLOOR FRAMING(ORIENTATIONMAY VARY)UNS1
CLIPOPTIONSSP-2DFL/SYPTSPSPACING (IN.)SPF/HF48484848CLIPOPTIONSSP-2DFL/SYPTSPSPACING (IN.)SPF/HF48484848STRAPOPTIONSSPACING (IN.)CSCSHPCSHP20CS20STRAPOPTIONSSPACING (IN.)CSCSHPCSHP20CS20FOUR STORY AREASEXTERIOR CONDITIONFOUR STORY AREASINTERIOR CONDITIONNOTES:1.SP2 CLIP MUST BE INSTALLED ON A SINGLE STUD. WHERE DOUBLE STUDS ARE PRESENT USE SIMPSON TSP OPTION ONLY.2.INSTALL ALL CLIPS & STRAPS WITH CONFIGURATION, FASTENERS, & CUT LENGTHS AS REQUIRED BY SIMPSON TO ACHIEVE MAX. CATALOG LOADS.3.FLOOR CAVITY STRAPPING CARRIES WITH IT AN INHERENT RISK OF BUCKLING OF THE STRAPS DUE TO WOOD SHRINKAGE. CONTACT SIMPSON STRONG-TIE FOR GUIDANCE ON HOW TOLOWER THIS RISK.4.TSP CLIPS MAY BE REPLACED W/ (2) SIMPSON SDWC 15600 SCREWS AT SAME SPACING.5.SP-1 CLIPS MAY BE REPLACED W/ (2) SIMPSON SDWC 15450 SCREWS AT SAME SPACING.6.WHERE INWARD OR OUTWARD CHANGES IN THE VERTICAL WALL PLANE OCCUR, WRAP FLOOR STRAPS AROUND SUPPORTING FRAMING AND CONTINUE STRAPPING PATHAT THE SUPPORTS OF THOSE FRAMING MEMBER(S), STARTING FROM THE MEMBER, AND CONTINUING DOWN PER THE DETAIL, U.N.O. IN PLAN OR FLOOR SECTIONS.7.TOP PLATE CLIPS MUST BE ON THE SAME SIDE OF STUD AS ROOF FRAMING CLIPPING.13UPLIFT CONNECTION DETAIL(REQUIRED AT ALL ROOF FRAMING BEARING POINTS)3'-9"15.4 psf30.7 psf11ADRIFT LOADING CASE "A"12ROOF SNOW LOADING DIAGRAMMIN. FLAT ROOFSNOW LOAD = 20 PSFEVERYWHERE UNLESSNOTED AS CASE "A"CASE "A"CASE "A"
CASE "A"CASE "A"CASE "A"CASE "A"
CASE "A"CASE "A"STEEL BEAMS, RE: PLAN FORT.O.S. AND WALL LOCATIONS(2) 0.177" PAFS @ 12"O.C.STAGGERED FROMDECKING TO BEAMATTACH SILL PLATE W/ (2)0.177" PAFS @ 12"O.C.STAGGERED(2) 0.131"X3" @ 12"O.C.STAGGERED FROMDECKING TO NAILERATTACH ADD'LNAILERS/BLOCKING W/ (2)0.131"X3" @ 12"O.C.STAGGEREDATTACH NAILER RIPPED TOMATCH BEAM WIDTH W/ (2)0.177"PAFS @ 12"O.C.STAGGERED8Typical Steel Beam Framing AttachmentScale: None6to W.F. Beam ConnectionW.F. BEAMWINDPOST PER SCHED.SILL PLATE & FLOORDECK NOT SHOWNFOR CLARITY.HOLDOWNANCHOR BOLTAS SCHEDULED.516"Typical Holdown AnchorWOOD BEAM, RE: PLAN1/4" BENT PLATESTEEL COLUMN, RE: PLAN 14TOP VIEW12" MAX. GAP10Typical Wood Beam to Steel Column Connectionscale: noneL FULLLENGTH8"8"
8"ASREQUIREDPL=L X 8" X 1/4"CNNX. WHEN COL. ISWIDER THAN OR EQUAL TO BEAM WIDTHCNNX. WHEN BEAM ISWIDER THAN COL. (PLATE ADDED)14FULL LENGTH14FULL LENGTH1 2"MIN.
TYP.(4) PRE DRILLED ORPRE PUNCHED0.305" Ø(MAX.) HOLESW/1/4" X 3" SDS SCREWSSTAGGERED EA.SIDESIDE VIEW11 2"
4"112"112"EQ.EQ.EQ.GRIDGRID1'-0"1'-0"EQ.
U.N.O.EQ.U.N.O.2"
CLR.2"CLR.⅊ 1" X 12" X 1'-0" GRADE 36WITH (4) 3/4"Ø X 8" H.S.For HSSGRIDGRID1'-0"1'-0"RE:PLAN2"
CLR.2"CLR.7Typical Base Plate DetailsSCALE: 3/4" = 1'-0"EQ.U.N.O.EQ.
U.N.O.
EQ.
U.N.O.
EQ.
U.N.O.TYP. AT ALL SIDES WITHROOM FOR A FILLET WELDTYP. AT ALL FLUSHCONDITIONS, BEVELCOLUMN FLANGE(S)ACCORDINGLYDESIGN AND ORIENT EMBED PLATE SUCHTHAT PLATE DOES NOT INTERFERE WITHBRICK OR OVERHEAD DOOR POCKET. RE:PLAN AND DETAILS.RE: DETAIL 11 / S0-3C9Standard Shear Tab Connection Detail and ScheduleScale: NoneShear Tab Connection ScheduleBm SizePlate Length "L"2W 8W 102W 1234367# of Bolts "n"5 1/2"5 1/2"8 1/2"11 1/2"8 1/2"17 1/2"20 1/2"Bolt Ø and Type3/4"Ø A325-NW 14W 16W 18W 21W 24W 27W 305/16"5/16"5/16"5/16"5/16"5/16"5/16"3/4"Ø A325-N3/4"Ø A325-N3/4"Ø A325-N3/4"Ø A325-N3/4"Ø A325-N3/4"Ø A325-N3/4"Ø A325-N3/4"Ø A325-N3/4"Ø A325-N3/4"Ø A325-NFilletWeld "W"Size, in.1/41/41/41/41/41/41/41/4No Cope15.617.431.131.743.563.676.1Plate Thickness "T"5/16"At Beam WebAt Column FlangeAt Column Web2 14"1 34"3"Typ.1 1 4"1 1 4"Scheduled Length 'L'P "T" x4 12" x "L"2 14"1 34"3"
Typ.
1 1 4"1 1 4"
Scheduled Length 'L'2 14"1 34"1 1 4"1 1 4"
Scheduled Length 'L'
3"
Typ.34"Ø A325-NBoltsL"W"Re: Note 3Re: Note 3P "T" x4 12" x "L"LP "T" x4 12" x "L"L"W"Re: Note 3Re: Note 3"W"Re: Note 3Re: Note 3Re:
Note 2
Re:
Note 234"Ø A325-NBolts34"Ø A325-NBoltsAt HSS Column2 14"1 34"3"
Typ.
1 1 4"1 1 4"
Scheduled Length 'L'P "T" x "W" x "L"L"W"Re:
Note 234"Ø A325-NBolts4"Knife thru column14" Cap PlateW 33W 36Capacity (kips)Notes:1. Detail applies to all simply Supported Beams unless Specific Details for an alternate connection are provided.2. "k" + 1 1/2" min. - "k" = Per AISC Tables. Distance from outer face of flange to web toe of fillet of rolled shape or equivalent distance on welded section, in.3. Maximum cope length (LT and LB) shall be 10" U.N.O.4. If angle of framing exceeds 30° weld "W" shall be full open.5. Capacities shown are for service loads.6. Listed capacities are only applicable to connections shown in detail. Geometrical restrictions forsupporting member size will apply. Connections not captured herein shall be designed by aProfessional Engineer registered in the state the project is located and submitted to EOR for review.7. Minimum thickness of portion of supporting member connecting to beam shall be 5/16" U.N.O.514 1/2"5/16"3/4"Ø A325-N1/455.0823 1/2"5/16"1/4926 1/2"5/16"1/41029 1/2"5/16"1/486.997.1107.2720 1/2"76.13" Min.3 1 2" Max.LTSingle CopeDouble Cope15.617.429.531.743.563.655.076.1(Max LT = 3")1" Max. when D</=121 1 2" Max. when D>/=14(Single Cope)(Max LT = 5")(Max LT = 5")Nominal Depth 'D'(Max LT = 6")(Max LT = 7")(Max LT = 9")9.810.617.724.136.063.676.153.286.976.1(Max LT = 3")(Max LT = 5")(Max LT = 5")(Max LT = 6")(Max LT = 6")(Max LT = 6")(Max LT = 8")76.186.997.1107.2At Beam Web2 14"1 34"3"Typ.
1 1 4"1 1 4"
Scheduled Length 'L'P "T" x4 12" x "L"34"Ø A325-NBoltsL"W"Re: Note 3Re: Note 33" Min.3 1 2" Max.2 1 2" when D=8LT34"Max. when D=81" Max. when 8<D</=161 1 4" Max. when 16<D<271 1 2" Max. when D>/=27(Double Cope)Nominal Depth 'D'LB = LT97.1107.2Typ.
Nominal Depth 'D'
Nominal Depth 'D'
Nominal Depth 'D'(No Cope)4"4"4"4"(No Cope)(No Cope)DRIFT LOADING ON BALCONY RE: 11A9'-3"15.4 psf53.4 psf11BDRIFT LOADING ON BALCONYSHEET NUMBERMAGNOLIA CONDOS126 TH ANDRANGELINE ROADISSUE DATEISSUE TITLESHEET TITLEDRAWING SCALEPROJECT NUMBERPROJECT NAME & LOCATION609.004.20HCAD / ENGThe words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believed in the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV) Porque tanto amó Dios al mundo, que dio a su Hijo unigénito, para que todo el que cree en él no se pierda, sino que tenga vida eterna. Dios no envió a su Hijo al mundo para condenar al mundo, sino para salvarlo por medio de él. El quecree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obediencia a Dios. (Juan 3:16-21,NVI) For God so loved the world the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believedin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Corp.'s strong belief and faith in Jesus Christ and it is our desire that through our work others may come to know Christ as well. May God bless this project and all of those involved.CONSTRUCTION@INTEGRITYSTRUCTURAL.COM12777 JONES RD., STE 388HOUSTON, TX 77070281 894 70992020.09.09PROGRESS SETJT / GD2020.10.07BID DOCUMENTSJT / GD2020.11.11CONTRACT SETJT / GDSTANDARDWOOD FRAMINGDETAILS3/4" = 1'-0"S0-3C