The URL can be used to link to this page

Home My WebLink AboutS0-3A Standard Wood FramingALTERNATE PANEL JOINT SPACINGRE: PLAN@ FLOORS RE: PLAN@ ROOFRE: SHEARWALL SILL PLATEANCHORAGE SCHEDULERE: SILL PLATEANCHORAGE SCHEDULESTUD PACK @ EA. END OFSHEARWALL RE: HOLDOWN / STRAPSCHED. FOR NUMBER OF PLYS.,PROVIDE BOUNDARY NAILINGALONG EACH INDIVIDUAL PLYDOUBLE TOP PLATES2X STUDSRE: SILL & SOLE PLATEANCHORAGE SCHED.SHEARWALLRE: SILL PLATEANCHORAGE SCHEDULELOAD BEARING WALLROOF DECKINGRE: SPECSNON-STRUCTURAL SHEATHINGRE: ARCH. (NOT SHOWN)FLOOR DRAG TRUSS REQUIREDABOVE PARALLEL SHEARWALLS,SEE NOTE 3 ON THE SHEARBLOCKING SCHEDULE ONTHE STANDARD SHEARWALLNOTES AND SCHED. SHEET.TRUSS BRACING REQUIREDAT PERPENDICULAR SHEARWALLS,SEE TYPICAL DETAILROOF DRAG TRUSS REQUIREDAT PARALLEL SHEARWALLS, SEE ROOFDRAG TRUSS CONNECTION DETAIL(BLOCK PANEL JOINTS WHEREREQUIRED BY SHEARWALLSHEATHING SCHEDULE)PLYWOOD FLOOR SHEATHINGINTERSTITIAL STUD PACK @ EA.END OF SHEARWALLSTRUCTURAL SHEARWALL SHEATHINGRE: SHEARWALL LOCATION PLAN& SHEARWALL SHEATHING SCHEDULE.SHEATHING MUST BE INSTALLEDPRIOR TO FLOOR TOPPINGS THAT WOULDPREVENT SHEATHING FROM BEINGLAPPED FULLY ONTO SILL/SOLE PLATEBOUNDARY NAILING @ PANELEDGES, RE: SHEARWALLSCHED. FOR FASTENERTYPE AND SPACINGFIELD NAILING @ INTERMEDIATESTUDS, RE SHEARWALL SCHED.FOR FASTENER TYPE AND SPACINGTOP OF PLATE TOP OF PLATE CRIPLES REQUIRED AT WALL STUD PACKSAND COLUMNS, SEE TYPICAL DETAIL FORINTERSTITIAL FLOOR FRAMING AT COLUMNSROOF TRUSSFRAMING ANCHOR AT EACH TRUSS,RE ROOF PLAN NOTESFLOOR TRUSS SHEARBLOCKSREQUIRED ABOVE PERPENDICULARSHEARWALLS, SEE SHEAR BLOCKINGSCHEDULE ON THE STANDARDNOTES SCHED. SHEARWALLSHEET.RE: UPLIFT CONNECTIONS DETAILSSHEARWALL STRAPPING WHEREINDICATED ON SHEARWALL LOCATIONPLAN, ALIGN STRAPED STUD PACKSFLOOR-TO-FLOOR AND WITH HOLDOWNSTUD PACKS AT LOWEST LEVELMAY BE REPLACED WITH ROD SYSTEMIF APPROVED BY OWNER.HOLDOWN WHERE INDICATED ONSHEARWALL LOCATION PLANMAY BE REPLACED WITH RODSYSTEM IF APPROVED BYOWNER.RE: UPLIFT CONNECTIONSDETAIL FOR TYPICAL FLOORCAVITY STRAPPINGREQUIREMENTSRE: UPLIFT CONNECTIONS DETAILS1TYPICAL MULTIPLE LEVEL ELEVATION AT BEARING WALLS & SHEARWALLSRE: PLAN DOUBLETRIMMERSDOUBLE KING STUD(TRIPLE KING STUDREQ'D IN WALLSW/ 3 OR MOREFLOORS ABOVE)BEAM / HEADERRE: PLANOPENINGSUNDER 7'-0" WIDESINGLE TRIMMERNAILW/ 6~0.131"X3"LONG NAILSSINGLE KING STUD(DOUBLE KINGSTUD REQ'DIN WALLS W/ 3OR MOREFLOORS ABOVE)BEAM / HEADERRE: PLANOPENINGSUNDER 5'-0" WIDETRIPLE KING STUD(QUADRUPLEKING STUDREQ'D IN WALLSW/ 3 OR MOREFLOORS ABOVE)BEAM / HEADERRE: PLANOPENINGSUNDER 10'-0" WIDENAILW/ 8~0.131"X3"LONG NAILSDOUBLETRIMMERSNAILW/ 8~0.131"X3"LONG NAILSNOTES:1. STUD PACKS SHOWN ARE THE MINIMUMS AND MAY BE LARGER PER PLAN.2. AT FLUSH BEAMS ALL STUDS TO BE FULL HEIGHT UNDER BEAM FULLY.3. SHEARWALLS ENDS MAY REQUIRE ADDITIONAL STUDS. RE: HOLDOWN SCHEDULE FOR MIN.FOR EACH HOLDOWN MODEL.4. RE: STANDARD NAILING SCHEDULE, FOR STUD PACK PLY NAILING.5. CONTACT EOR FOR OPENINGS 10' OR GREATER.2TYP. 2X4 LOAD BEARING WALL HEADER SUPPORT DETAILTOP OF PLATE A 35SINGLETRIMMERSDOUBLE KING STUD(TRIPLE KING STUDREQ'D IN WALLSW/ 3 OR MOREFLOORS ABOVE)BEAM / HEADERRE: PLANOPENINGSUNDER 7'-0" WIDEDOUBLE KING STUD(TRIPLE KING STUDREQ'D IN WALLSW/ 3 OR MOREFLOORS ABOVE)BEAM / HEADERRE: PLANOPENINGSUNDER 10'-0" WIDENAILW/ 8~0.131"X3"LONG NAILSSINGLETRIMMERSNAILW/ 8~0.131"X3"LONG NAILSA35SINGLE TRIMMERNAILW/ 6~0.131"X3"LONG NAILSSINGLE KING STUD(DOUBLE KINGSTUD REQ'DIN WALLS W/ 3OR MOREFLOORS ABOVE)BEAM / HEADERRE: PLANOPENINGSUNDER 5'-0" WIDENOTES:1. STUD PACKS SHOWN ARE THE MINIMUMS AND MAY BE LARGER PER PLAN.2. AT FLUSH BEAMS ALL STUDS TO BE FULL HEIGHT UNDER BEAM FULLY.3. SHEARWALLS ENDS MAY REQUIRE ADDITIONAL STUDS. RE: HOLDOWN SCHEDULE FOR MIN.FOR EACH HOLDOWN MODEL.4.RE:STANDARD NAILING SCHEDULE, FOR STUD PACK PLY NAILING.5.CONTACT EOR FOR OPENINGS 10' OR GREATER.3TYP. 2X6 LOAD BEARING WALL HEADER SUPPORT DETAILRE: PLAN TOP OF PLATE BEARING PLATES2X SUDSSPLICE INBOTTOM PLYSPLICE48" MIN. LAP W/16~16D NAILS, STAGGERED OR24~0.131"X3" NAILS, STAGGEREDNOTE:- MINIMUM LAP SHALL BE 2'-0"W/ 8~16D OR 12~0.131"X3" NAILS STAGGERED AT NON-BEARING WALLS- SHORT SPLICES MAY BE REPAIRED W/ CS18X24" W/10~ 8D NAILS @ EA. SIDEOR (2)CSHP18 X 22" W/(9)0.131"X2 12" EA. SIDE4TYPICAL TOP PLATE SPLICING DETAILRE: PLAN TOP OF PLATE 2-2XIN TOP PLY(2) SIMPSON CS 18 STRAPS X 24" WITH10-8D NAILS @ EACH SIDE,OR (2)CSHP18 X 22"W/ (9)0.131"X2 12" EA. SIDETOP PLATETRIMMER POST OR STUDPACK, RE: TYPICAL LOADBEARING WALL HEADERSUPPORT DETAILSNOTE:IF TOP PLATE IS CONT.OVER TOP OF BEAM, STRAPPINGMAY BE OMITTED.RE: TYPICAL LOAD BEARINGWALL HEADER SUPPORT DETAILS5TO TOP PLATE STRAPPINGRE: PLAN TOP OF PLATE TYPICAL DROP BEAM/HIGH HEADERTOP OF PLATE8TYPICAL PLATE PENETRATION DETAILS"E""E"TOP OR BTM PLATE(2) CTS218 (TOTAL) WHERE REQUIREDDOUBLE TOP PLATESTUDS @ STANDARD SPACINGDOUBLE WALL TOP VIEW(REINF./ PROTECTION NOT SHOWN)"E""E" AIR SPACE RE: ARCHPENETRATIONS TOP OR BTM PLATEPLATE PENETRATIONSINGLE WALL TOP VIEW(REINF./ PROTECTION NOT SHOWNSIDE VIEW412" MAXBOTTOM PLATENONEE > 3/4"NOTE:RE: ARCH/MEP FOR SEALNG & FIRE PROTECTIONREQUIREMENTS AT ALL PENETRATIONS WHERETOP PLATEREINFORCEMENT/PROTECTIONNONEDISTANCE TONEAREST STUD(MAX)WALLSSTD. STUD(2) SIMPSON CTS2184"ADD'L STUD AS REQUIRED2" MIN.2" MIN.ADD'L BLOCKING AS REQUIRED16 GA. NAIL STOP W/ (6) 16d NAILS,(REQUIRED AT ALL EXPOSED SIDES OF WALL W/CLOF PENETRATION & REINF./ PROTECTIONDISTANCETO NEAREST STUDDISTANCETO NEAREST STUDPARTIAL PLATEWALLS_E < 3/4"E > 1 1/2"_E < 1 1/2"PLATE REINFORCEMENT SCHEDULESINGLEDOUBLEBY SCHEDULE (ONE SIDE ONLY)"E" LESS THAN 1 1/2")BY SCHEDULE.SPACING APPLIES7NOTCHES & BORED HOLES IN WALL STUDS DETAIL5/8"MIN.5/8"MIN."N"PROVIDE GAP ABOVE THEPIPE TO ACCOMMODATEWOOD SHRINKAGE +SETTLEMENT PERSTRUCTURAL SPECS.(114" MIN.)25% W40% W40% W"N" (MAX)"D" (MAX)Notes1.BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A NOTCH.2.PROVIDE ELONGATED HOLES SO AS TO ACCOMMODATE WOOD SHRINKAGE (RE: SPECS.). NOTPROVIDING A GAP BETWEEN THE STUD AND THE PIPE MAY RESULT IN DAMAGE TO THE PIPE.3."D" MAY BE INCREASED TO 60% OF "W" FOR TWO CONSECTIVE NON LOAD BEARING STUDSMAXIMUM, BUT STUDS MUST BE DOUBLED UP.PROVIDE 16 GA. NAILSTOP WHERE LINE ORPIPE IS LESS THAN 112"FROM STUD FACE.PROVIDE 16 GA.NAIL STOP WHERELINE OR PIPE ISLESS THAN 112" FROMSTUD FACE.INTERIOR NON LOADBEARING WALL STUDSEXTERIOR AND/OR LOADBEARING WALL STUDS(SEE NOTE 3)40% W"D""W""W"PROVIDE BOUNDARY NAILING ALONGBOTH STUDS PLYS ADJACENT TOINTERSECTING WALL (NOT SHOWN)0.131"X3" NAILS @ 3" O.C. AT ALLSTUD TO STUD INTERFACES(STAGGERED WHERE POSSIBLE)SHEARWALL SHEATHING(SIMILAR DETAIL FORSHEATHING ON INSIDEOF CORNER, REF PLAN)CONTINUOUS SHEARWALL RE: PLAN WIND POST @ EVERY ENDOF SHEARWALL PER SCHED.FLUSH HOLDOWN TOINTERIOR FACE OF STUD@ EXTERIOR WALLS.2" @ 2X4 EXTERIOR WALLS4" @ 2X6 EXTERIOR WALLS6TYPICAL SHEATHING AND HOLDOWN CONSTRUCTION AT SHEARWALL ENDS AND INTERSECTIONS (PLAN VIEW)SHEARWALL SHEATHING PER PLANPROVIDE BOUNDARY NAILINGPER WALLSHEATHING SCHEDULE12" 10" OR 8"2X BLOCKINGCORRIDOR WALL2X STUDS (MATCH WALL WIDTH)CONTINUOUS SHEARWALL RE: PLAN CONTINUOUS SHEARWALLRE: PLAN0.131"X3" NAILS @ 3" O.C. AT ALLSTUD TO STUD INTERFACES(STAGGERED WHERE POSSIBLE)0.131"X3" NAILS @ 3" O.C. AT ALLSTUD TO STUD INTERFACES(STAGGERED WHERE POSSIBLE)SHEARWALL SHEATHING PER PLANSHEARWALL SHEATHINGPARTY WALL WITH2x4 + 2x6 OR (2) 2x4 WALLS2X BLOCKINGPROVIDE BOUNDARY NAILINGPER WALLSHEATHING SCHEDULEPARTY WALL WITH(2) 2x6 WALLS2X STUDS (MATCH WALL WIDTH)SHEARWALL SHEATHING PER PLANCORRIDOR WALL2x6 STUDS SISTERED TO2x4 STUD @ TRANSITION0.131"X3" NAILS @ 3" O.C. AT ALLSTUD TO STUD INTERFACES(STAGGERED WHERE POSSIBLE)CONTINUOUS SHEARWALL RE: PLAN 0.131"X3" NAILS @ 3" O.C. AT ALLSTUD TO STUD INTERFACES(STAGGERED WHERE POSSIBLE)A. CONT. SHEARWALL WITHSINGLE INTERSECTING WALLB. CONT. SHEARWALL WITHSINGLE INTERSECTING PARTY WALLSC. CONT. SHEARWALL AT STUD SIZE CHANGED. TYPICAL HOLDOWNINSTALLATION REQUIREMENTSHD ANCHOR LOCATION MAY VARYUP TO 5% OF WALL LENGTH FROMMIN REQUIRED TO FIT SCHEDULEDPOST & HOLD DOWN AS SHOWN10TYPICAL WOOD STAIR FRAMING DETAILSTAIR MIDSPAN SUPPORT WALL (ORBEAM, SIM.) WHERE REQ'D TO REDUCESTRINGER SPAN TO SCHEUDLED MAXRE: ARCHRE: ARCH2x12 CUT STRINGERS @ 12" O.C.FOR TREAD AND RISER SUPPORT51 2" M I N T H R O A T ON C U T S T R I N G E R S 2x SILL PLATE RIPPED TO SIZERE: SILL & SOLE PLATEANCHORAGE SCHEDULESTAIR SUPPORTBEAM, RE: PLANBLOCKING ASREQ'DSTRINGER SPACINGRE: SCHEDULESTAIR TREAD, RE: ARCH2x12 CUT STRINGERCLIPPING, RE: SCHEDULESTAIR SUPPORTBEAM, RE: PLANSCAB MEMBERSRE: SCHEDULERE: ARCHRE: ARCH2x SOLE PLATE RIPPED TOSIZE, RE: SILL & SOLE PLATEANCHORAGE SCHEDULERE: ARCHRE: ARCHSTAIR SUPPORT BEAM,RE: PLAN4x2 BLOCKING @ 12" O.C.W/ (2) 0.131" x 3" TOENAILS@ EACH ENDRE: DETAILS FOR ALTERNATEBEARING CONDITIONSFLOOR FRAMING,TYPE ANDORIENTATIONMAY VARY,RE: ARCHCLOSED TOE BOARD PER ARCHCLIPPING, RE: SCHEDULENOTES:1.10 PSF MAX DEAD LOAD ALLOWABLE (NO CONCRETE OR GYP TOPPING; 2 PSF MAX FLOORING).CONTACT ISC FOR MAXIMUM SPANS FOR HIGHER DEAD LOADS.2.A34 CLIPS SCHEDULED ABOVE ARE TO BE INSTALLED USING #9 x 1 34" SD SCREWS PER SIMPSONREQUIREMENTS.3.ALL SCABS SHOULD BE ATTACHED TO STRINGERS USING (2) ~ 0.131" x 3" NAILS @ 3" O.C.4.ALL CONVENTIONAL LUMBER TO BE #2 SYP. LVL SCABS SHOULD BE 2.0E AND 2,600 Fb, MIN.5.MULTIPLE MIDSPAN SUPPORT WALLS OR BEAMS MAY BE INSTALLED TO REDUCE THE EFFECTIVESPAN AS REQUIRED, HOWEVER NO SINGLE SPAN SHOULD EXCEED THE MAXIMUM SPAN LISTEDIN THIS SCHEDULE. SPANS ARE MEASURED HORIZONTALLY ONLY.6.BOTTOM OF STRINGERS MUST BE SHEATHED WITH GYPSUM OR OSB OR BRACED WITH 2x4SCABS @ 24" O.C.SECTION C-CSECTION D-DSCAB TYPECONVENTIONAL WOOD-FRAMED STAIR SCHEDULE (2) 2x6 (1) EACH SIDEREQUIRED CLIPPING AT EACHSTRINGER END CONNECTIONSTRINGER SPAN(MAX)(2) 2x12 (1) EACH SIDESTRINGERSPACINGDESIGN LIVELOADING10'-0"15'-6"19'-0"(2) 134" x 1114" LVL(1) EACH SIDE12" O.C.MAX24" O.C.MAX7'-6"(2) 2x6 (1) EACH SIDE(1) A34(2) A34(2) A34(2) A3411'-0"(2) 2x12 (1) EACH SIDE(3) A3416'-6"(2) 134" x 1114" LVL(1) EACH SIDE(4) A34PUBLIC(100 PSF)STRINGER SPACINGRE: SCHEDULESTAIR SUPPORT BEAM, RE: PLAN WOOD STAIR CONCRETE BEARING CONDITIONWOOD STAIR FLOOR BEARING CONDITIONDCCSCAB MEMBERS, RE: SCHEDULECLIPPING, RE: SCHEDULEDSTRAP FULL LENGTH OF SHEAR WALLMIN FASTENING TO PREVENT BUCKLINGRE: SIMPSON STRONG-TIE COMPANY INC.MIN FASTENERSAND END LENGTHRE: SIMPSON STRONG TIECOMPANY INC.1. VERTICAL STRAPS AND HOLDDOWNSNOT SHOWN FOR CLARITY, RE: SCHEDULE.2. INSTALL WOOD STRUCTURAL PANELSHEATHING CONTINUOUS FULL WALLLENGTH INCLUDING AREAS ABOVE &BELOW OPENING PER SHEARWALLSCHEDULE (NOT SHOWN).3. STRAPS SHALL BE ATTACHED ONEXTERIOR OF BUILDING, PLACED OVERSTRUCTURAL PANEL SHEATHING. FORDEFLECTION SENSITIVE CLADDING, ITSHALL BE PERMITTED TO ATTACH STRAPSDIRECTLY TO WALL FRAMING ANDBLOCKING IF SHEATHING HAS BOUNDARYNAILING FULL LENGTH OF STRAP BLOCKING.4.STRAPS CAN BE MINIMALLY OFFSET FROMWINDOW OPENING TO ALLOW FORATTACHMENT OF WINDOW/TRIM/WALLSHEATHING (MAX.2").PROVIDE ADD. BLOCKING AS REQUIRED.9TYPICAL FORCE TRANSFER AROUND OPENINGS (FTAO) STRAPPING DETAILELEVATION VIEW DOUBLE STRAP BLOCKINGSECTION A-AMIN FASTENERSAND END LENGTHRE: SIMPSON STRONG TIECOMPANY INC.WALL OPENINGHEADER - RE: PLANFTAO HORIZONTAL STRAPS,RE: SHEARWALL SCHEDULE,INSTALL AS CLOSE ASPOSSIBLE TO OPENINGADD ADDITIONAL WINDOW SILLFRAMING AS REQUIREDAAADD BLOCKING AT STRAP LOCATIONAS REQUIRED, (TYP)SINGLE STRAP BLOCKINGSTRAPSEXT. WSPSHEATHING2x8BLOCKINGSTUDBEYONDEXT. WSPSHEATHING2x8BLOCKINGSTUDBEYONDSTRAPTOP OF PLATETOP OF PLATE TOP OF PLATE 2X4 BOTTOM PLYVERIFY W/ ARCHRIP TO FULL PW WIDTH2X JUMPER PLATE,WIDTH UP TO 1114"VERIFY W/ ARCHWIDTHS GREATER THAN 1114"2X4 TOP PLY2X6 BOTTOM PLY2X6 BOTTOM PLY2X4 BOTTOM PLY2X4 PARTY WALL (PW)2X6 BOTTOM PLYVERIFY W/ ARCHRIP TO FULL PW WIDTH2X JUMPER PLATE,WIDTH UP TO 1114"2X4 BOTTOM PLY2X4 PARTY WALL (PW)2X4 PARTY WALL (PW)2X6 PARTY WALL (PW)2X6 PARTY WALL (PW)2X6 PARTY WALL (PW)12TYPICAL JUMPER PLATE DETAILS2X JUMPER PLATE,RIP TO REMAINDER OF PW WIDTHRe: Plan Top of Plate11MAXIMUM CONSTRUCTION MATERIAL STACKING HEIGHTSCALE: 3/4" = 1'-0"STACKED MATERIALRE: SCHED HEIGHT VARIES CONSTRUCTIONMATERIALON FLOORSGYPSUM BOARD11"PLYWOOD OF OSBASPHALT SHINGLESCONCRETE BLOCK15"8"BRACED ROOF ORFLOOR TRUSSESROOF ORFLOORDECKINGNOTES:1.DO NOT EXCEED STACK DEPTH SHOWN IN TABLE UNLESSALTERNATIVE INFORMATION IS PROVIDED BY THE EOR.LIMITS ARE ONLY APPLICABLE ON FLOOR FRAMING WHERESELF-LEVELING OR CONCRETE TOPPING IS SCHEDULED TOBE INSTALLED, BUT HAS NOT YET BEEN PLACED. LIMITSARE ONLY APPLICABLE ON ROOF FRAMING WHEREROOFING MATERIALS HAS YET TO BE INSTALLED.2.STACKED MATERIAL STORAGE SHALL NOT EXCEED 7 DAYSIN DURATION.3.CONSTRUCTION MATERIALS SHALL BE DISTRIBUTEDPROPERLY PER BCSI-B4.4.DO NOT STACK IN AREAS WITHOUT ALL LATERALRESTRAINT AND CONSTRUCTION PHASE BRACINGSECURELY AND PROPERLY IN PLACE AT ALL FRAMINGBELOW.5.NEVER STACK MATERIALS ON UNBRACED TRUSSES.6.NEVER DROP MATERIAL LOADS FROM ANY HEIGHT.DAMAGE AND FAILURE FROM THE IMPACT IS POSSIBLEEVEN IF THE WEIGHT OF THE MATERIAL IS SMALLER THANTHE SCHEDULED LIMITS.7.DO NOT ALLOW PERSONNEL IN AREAS UNDER MATERIALBEING ACTIVELY PLACED.8.DO NOT ALLOW PERSONNEL ON TOP OF MATERIALSTACKS.9.STACK MATERIALS FLATWISE, PERPENDICULAR TO ASMANY TRUSSES AS POSSIBLE WITH MIN CLEARANCEAROUND EACH STACK EQUAL TO THE STACK'S FOOTPRINT.10.NEVER STACK MATERIALS AT THE CENTER OF A SPAN ORON CANTILEVERED ENDS OF TRUSSES.ON ROOFS5"7"1 BUNDLEN/AMAX MATERIAL STACK HEIGHT2 BUNDLESSHEET 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"S0-3A