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Home My WebLink AboutS0-2B Standard Wood FramingDECKING ATTACHMENT SCHEDULELOCATIONNAIL SIZE OPTIONBOUNDARY NAILINGFIELD NAILING0.131" OR 8d6" O.C.6" O.C.6" O.C.12" O.C.PANEL EDGE BLOCKINGUNBLOCKEDUNBLOCKEDBASIC FLOORS(TYP. U.N.O.)ROOFSOR 10d RING SHANK0.131" RING-SHANKNOTES:1. NAIL LENGTH CHOICE MUST PROVIDE A MINIMUM PENETRATION OF 1-3/4" INTO ROOF FRAMING MEMBERS AND 1-1/2" INTO FLOOR FRAMINGMEMBER. (SUBTRACT THICKNESS OF DECKING USED FROM NAIL LENGTH.)2. ALL BLOCKED DIAPHRAGMS TO HAVE ALL PANEL EDGES BLOCKED W/ MIN. 2X4 MATERIAL AND NAILED PER BOUNDARY NAILINGREQUIREMENT.3. "BOUNDARY NAILING" REFERS TO NAILING REQUIRED ALONG ALL THE EDGES OF EACH DECKING PANEL. AT ALL CHANGES IN PLANE ALLDECKING EDGES MUST BE FULLY BLOCKED WITH ADJOINING/OVERLAPPING BLOCKINGTHAT IS ALSO STITCHED TOGETHER WITH BOUNDARYNAILLING.SEE FRAMING DETAILS FOR ADDITIONAL LOCATIONS THAT REQUIRE BOUNDARY NAILING AND/OR BLOCKING.4. "FIELD NAILING" REFERS TO NAILING REQUIRED ALONG ALL INTERMEDIATE SUPPORTS UNDER EACH DECKING PANEL SHEET.5. AT ROOTS, CUT NAIL SPACING IN HALF AT OVERHANGS AND WITHIN ASCE ZONE 3 (CORNERS).6. ADDITIONALLY GLUE FLOOR DECKING WHEN REQUIRED BY ARCHITECT.STANDARD WOOD CONNECTIONDESCRIPTION OF BUILDING ELEMENTNAIL OPTIONJOIST TO SILL OR GIRDER, TOENAIL3~8dSOLE OR TOP (BOTTOM PLY) PLATE2~16dSTUD TO SOLE PLATE, TOENAIL4~8dBUILT-UP STUD PACKS, FACE NAILJOIST OR RAFTER BLOCKING TO3~8dRIM JOIST TO TOP PLATE, TOENAIL8d @ 6" o.c.TOP PLATE CORNER/INTERSECTIONCEILING JOIST TO TOP PLATE,3~8dCONTINUOUS HEADER TO STUD,4~8dCEILING JOIST LAPS AND RAFTER3~16dRAFTER TO PLATE, TOENAIL3~8dBUILT-UP CORNER STUDS,16d @ 24" o.c.NAIL OPTION33436" o.c.3443@ 16" o.c.BRIDGING TO JOIST, TOENAIL2~8d2SOLE PLATE ANCHORAGESEE SCHEDULESEE SCHEDULETOP PLATE SPLICE NAILING,SEE TYPICALSEE TYPICAL2~16d3BUILT-UP 2X HEADERS AND BEAMSCOLLAR TIE TO RAFTER, TOENAILJACK RAFTER TO HIP, TOENAIL3~10d43~10d4JACK RAFTER TO HIP, FACE NAIL2~16d3RAFTER TO RIDGE BEAM, TOENAIL2~16d3RAFTER TO RIDGE BEAM, FACE NAIL2~16d3JACK RAFTER TO HIP, FACE NAIL2~16d3JOIST TO RIM/BAND JOIST, END NAIL3~16d4 Pennyweight Diameter Length 6d 0.113" 2" 8d 0.131" 2 1/2" 10d 0.148" 3" 16d 0.162" 3 1/2"TOP PLATE PLY NAILING, FACE NAIL16d @16" o.c.12" o.c.10d @ 12" o.c.@ 8" o.c.2X RIBBON TO END OF FLOOR2~16d3TOP CHORD OF ROOF TRUSSES,2~16d3COMMON0.131"X3"ON PLANSON PLANSDETAILDETAILTO STUD, END NAILTOP PLATE, TOENAILLAPS, FACE NAILLAPS, FACE NAILFACE NAIL TOENAIL TOENAIL FACE NAIL TRUSS, FACE NAIL TOENAILNOTES:1. PENNY SIZES ARE FOR COMMON NAILS (NOT SINKER OR BOX) ANDARE DEFINED AS FOLLOWS:2. ANY DESCRIPTION OF BUILDING ELEMENTS NOT NOTED ABOVE MAYBE FOND IN THE IBC, TABLE 2304.9.1.3. SEE ICC ESR-1539 FOR ALL ADDITIONAL FASTENER REQUIREMENTSNOT NOTED HERE.4. WHERE CONNECTION IS MADE TO FRT LUMBER ADD ADDITIONALNAIL. FASTENING SCHEDULESEE SCHEDULESEE SCHEDULECOLUMN SCHEDULEMARKSP326SP426WP44WP46WP66PC44PC46PC48(3) 2X6 STUD PACK(4) 2X6 STUD PACK4X4 WOOD POST4X6 WOOD POST6X6 WOOD POSTPC66PC68AT HEADERS AND DROP BEAMSKING/JACK STUD REQUIREMENTSSP224(1) KING & (1) JACK SP324SP424(3) 2X4 STUD PACK(4) 2X4 STUD PACK(2) KING & (1) JACK(2) KING & (2) JACKSP524(5) 2X4 STUD PACK(3) KING & (2) JACKSP526(5) 2X6 STUD PACK(2) KING & (1) JACK(2) KING & (2) JACK(3) KING & (2) JACKXXXRE: SCHED.XXXBEAM SIZE LEGENDCOLUMN SIZE (TYPICAL EA. END UNLESSNOTED OTHER WISE.COLUMN TYPE & SIZE(2) 2X4 STUD PACKSP624(6) 2X4 STUD PACK(4) KING & (2) JACKSP226(1) KING & (1) JACK (2) 2X6 STUD PACKSP626(6) 2X6 STUD PACK(4) KING & (2) JACKINSTALL POST AS TRIMMERAND ADD (2) 2x KINGSP528(5) 2X8 STUD PACK(3) KING & (2) JACKSP428(4) 2X8 STUD PACK(2) KING & (2) JACKSP328(3) 2X8 STUD PACK(2) KING & (1) JACKSP228(1) KING & (1) JACK (2) 2X8 STUD PACKSP628(6) 2X8 STUD PACK(4) KING & (2) JACKPROVIDE COLUMNMATCHING & CONCENTRICW/ COLUMN ABOVE.PACK UP ONLYCOLUMN / STUDCOL.U.C.A.INSTALL POST AS TRIMMERAND ADD (2) 2x KINGNOTES:1. STUD PACKS SHALL MATCH WALL STUDS IN DEPTH, SPECIES, ANDGRADE.2. RE: STANDARDS FOR TYPICAL LOAD BEARING HEADER/BEAMSUPPORT DETAIL FOR MIN. STUD PACKS SIZES. IN NO CASE SHALLBEAMS, HEADERS, OR GIRDER TRUSSES BE SUPPORTED BY LESSTHAN A DOUBLE STUB PACK.3. SHEATHING SHALL BE NAILED TO ALL COLUMNS LOCATED WITHIN AWALL.4. ORIENT COLUMN AS REQUIRED TO MATCH WALL WIDTH. STUDPACKS MUST BE ORIENTED SUCH THAT THE 2X ENDS WILL HAVESHEATHING NAILED INTO THEM.5. EXTEND FLUSH BEAMS FULLY OVER ENTIRE COLUMN; EXTENDHEADERS AND AND DROP BEAMS FULLY ONTO JACK STUDS/POST.6. SEE TYPICAL DETAILS FOR STUD PACK NAILING DETAIL.7. WHERE OPENINGS OCCUR AT AN EXTERIOR WALL, THE STUD PACKSIZE SHALL BE EQUAL TO THE NUMBER OF STUDS REQUIRED TOCOVER HALF OF THE OPENING'S SPAN BASED SCHEDULED WALL STUDSPACING. U.N.O. IN PLAN.8. ALL STANDALONE POSTS TO HAVE CAPS, STRAPS, AND BASES ASPER TYPICAL STANDALONE POST DETAILS ON THE STANDARDS.9. COLUMN MATERIAL OR GRADE MAY NOT BE CHANGED WITHOUTPRIOR APPROVAL FROM E.O.R.10. AT FLUSH BEAM LOCATIONS, INSTALL ALL OF THE POST OR STUDPACK PLYS UNDER THE BEAM.11. ALL COLUMNS PRESENT AT ROOF OR ANY OTHER LEVEL MUSTCONTINUE DOWN THROUGH ALL FRAMING LEVELS BELOW, INADDITION TO ANY COLUMN CALLOUTS SHOWN.12. COLUMN SIZES ARE TYPICALLY SHOWN ONLY ON ONE END OFHEADERS / BEAMS. COLUMN SIZE SHALL BE THE SAME AT OPPOSITEEND U.N.O.13. REALPOST TO BE SPF#2 MANUFACTURED BY WOODTONE &INSTALLED IN ACCORDANCE W/ THEIR RECOMMENDATIONS.14. REFERENCE LUMBER SPECIFICATIONS FOR REQUIRED DESIGNVALUES FOR LUMBER, PARALLAM (PSL) AND GLULAM (GL) COLUMNS.INSTALL POST AS TRIMMERAND ADD (2) 2x KINGINSTALL POST AS TRIMMERAND ADD (2) 2x KINGINSTALL POST AS TRIMMERAND ADD (2) 2x KINGINSTALL POST AS TRIMMERAND ADD (2) 2x KINGINSTALL POST AS TRIMMERAND ADD (2) 2x KINGPC88INSTALL POST AS TRIMMERAND ADD (2) 2x KINGINSTALL POST AS TRIMMERAND ADD (2) 2x KINGU.N.O. IN PLAN3 12" X 3 12" PSL OR GL3 12" X 5 14" PSL OR GL3 12" X 7" PSL OR GL5 14" X 5 14" PSL OR GL5 14" X 7" PSL OR GL7" X 7" PSL OR GLSC1N/AHSS 5" X 5" X 38"FLOOR FRAMING NOTES1. THE BACKGROUND SHOWN IS THE FLOOR BELOW IN ORDER TOSHOW THE BEARING WALLS REQUIRED TO SUPPORT THEREFERENCED FLOOR FRAMING.2. ALL INTERMEDIATE STAIR LANDINGS ARE LOCATED BETWEEN THEREFERENCED FLOOR FRAMING AND THE FLOOR BELOW.3. 2x6 STRONGBACKS SHALL BE USED ON ALL TRUSSES WITH SPANSLONGER THAN 10'-0" SEE STANDARD FRAMING DETAILS FORSTRONGBACK REQUIREMENTS.4. THE STABILITY OF THE FLOOR WILL NOT BE ACHIEVED UNTIL THEDECKING HAS PROPERLY BEEN INSTALLED AND FASTENED TO THETRUSSES IN ACCORDANCE WITH THE DECKING NAILING SCHEDULESHOWN BELOW.5. SHEAR BLOCKING AND DRAG TRUSSES MUST BE PROVIDED BYTRUSS MANUFACTURER ABOVE SHEARWALLS. SEE THE ASSOCIATEDSCHEDULE AND DETAILS ON THE STANDARD FRAMING DETAILS SHEET.6. ALL TRUSSES SHOWN ON UNIT FRAMING PLANS ARE FT-1 @16" O.C.U.N.O. SEE TRUSS LOADING SCHEDULE FOR FURTHER INFORMATION.7. TRUSS LOCATIONS ARE REPRESENTATIVE BASED ON SPAN ANDSPACING. FRAME TRUSSES AROUND PLENUMS WHERE NECESSARY.TRUSS SPACING NOT TO EXCEED SPACING SHOWN ON PLANS.RE: MEP FOR PLENUM LOCATIONS.8. BEARING WALLS ARE INDICATED IN PLAN WITH THE FOLLOWINGHATCH: . ALL EXTERIOR WALLS REGARDLESS OFHATCHING AND ALL LOAD BEARING INTERIOR WALLS SHALL BECONSTRUCTED PER THE LOAD BEARING STUD WALL SCHEDULE. ALLSHEAR WALLS NOT MARKED AS LOAD-BEARING SHALL BECONSTRUCTED AT A MINIMUM WITH 2x4 @ 16" O.C.STEEL FRAMING LEGENDW18 X 46 (+24)(24K)(24K)AISC SHAPEUNFACTOREDEND REACTIONTOP OF STEEL RELATIVETO PLATE HEIGHT OF TYPICALWOOD WALLS IN SAME AREA(+24" U.N.O.)SUPPORTINGBEAMNOTE: ALL SIZES AND REACTIONS SHOWN HERE ARE FOR GRAPHICSAMPLE PURPOSES ONLY, REFER TO PLAN FOR PROJECT RELEVANTINFORMATION. SC1STEEL COL,RE: SCHED BEAM & HEADER SCHEDULEMARK2262282210221232632832103212410 2~2x62~2x8 2~2x102~2x123 12" x 9 14" PSL OR GL3 12" x 11 78" PSL OR GL3 12" x 14" PSL OR GL3 12" x 16" PSL OR GL3 12" x 18" PSL OR GL5 14" x 9 14" PSL OR GL4124145 14" x 1178" PSL OR GL5 14" x 14" PSL OR GL4164185 14" x 16" PSL OR GL6106125 14" x 18" PSL OR GL6147" x 11 78" PSL OR GL6167" x 14" PSL OR GL6187" x 16" PSL OR GL7127" x 18" PSL OR GLPLAN LEGEND3~2x83~2x103~2x123~2x6714716718 SIZE SIZEMARK- HEADER OR DROP BEAM- FLUSH BEAM########3 12" x 7 14" PSL OR GL485 12" x 7 14" PSL OR GL687" x 9 14" PSL OR GL710NOTES:1. CONVENTIONAL HEADERS SHALL HAVE FULL SIZE 1/2" PLYWOODFLITCHES BETWEEN EACH PLY WHEN FRAMED INTO WALLS.2. TRUSS MANUFACTURER MAY SUBSTITUTE BEAMS WITH DESIGNCOMPONENTS.3. SEE MULTI-PLY CONVENTIONAL LUMBER BEAM CONNECTIONSCHEDULE FOR BUILT BEAM CONSTRUCTION. DO NOT SPLICE PLYS.4. BEAM MATERIAL AND GRADE MAY NOT BE CHANGED WITHOUTPRIOR APPROVAL FROM E.O.R.5. RE: LUMBER SPECIFICATIONS FOR REQUIRED DESIGN VALUES FORLUMBER, PARALLAM (PSL) AND GLULAM (GL) BEAMS.6. BEAMS SHALL BE SUPPORTED BY STUD PACKS THAT MATCH THEBEAM WIDTH U.N.O. IN NO CASE SHALL THE BEAM BEARING LENGTHBE LESS THAN 3 1/2".7. ALL HEADERS AND BEAMS ARE 228 & 326 FOR 2X4 & 2X6 WALLSRESPECTIVELY U.N.O.ROOF FRAMING NOTES1. BACKGROUND SHOWN IS THE ARCHITECTURAL BACKGROUND OFTHE FLOOR BELOW.2. TOP CHORD TRUSS SLOPES ARE SHOWN ON THE ARCHITECTURALROOF PLANS.3. TRUSS FRAMING SHOWN SHALL NOT BE MODIFIED WITHOUT PRIORAPPROVAL OF THE ENGINEER OF RECORD.4. TRUSS BEARING POINTS SHALL OCCUR ON BEARING WALLSINDICATED ON THE PLAN.5. ROOF AREAS WITH CROSS SLOPES AND DORMERS MUST BEOVERFRAMED WITH TRUSSES, OR BUILT INTO THE MAIN TRUSSES.6. INDICATES ROOF TRUSS SPAN DIRECTION.7. THE BEARING POINTS OF EACH ROOF TRUSS, RAFTER, AND ROOFSUPPORTING BEAM SHALL BE SECURED AT ALL TRUSS BEARINGLOCATIONS WITH HARDWARE PER THE ROOF FRAMING UPLIFTHARDWARE SCHEDULE IN ADDITION TO STANDARD BCSI-B8TOE-NAILING.8. THE ROOF DECKING THICKNESS AND PROPERTIES ARE NOTED INTHE DECKING AND SHEATHING SPECIFICATIONS AND ATTACHMENT ISNOTED IN THE DECKING ATTACHMENT SCHEDULE.9. CONTINUOUS LATERAL BRACING (CLB) SHALL BE ATTACHED TO THE INSIDE FACE OF THE TOP AND BOTTOM CHORDS AND SHALL BE2x4 STUD GRADE DFL SPACED AT 10 FEET ON CENTER. CLB SHALL BEATTACHED TO EACH TRUSS WITH 2~16D COMMON NAILS.10. PERMANENT BRACING (PB) SHALL BE 2x4 STUD GRADE DFLATTACHED TO THE INSIDE FACE OF THE TOP AND BOTTOM CHORDSAND SHALL SPAN DIAGONALLY IN A HORIZONTAL PLANE ACROSS 6TRUSSES, IF POSSIBLE, AS SHOWN ON PLAN. PB SHALL BE ATTACHEDTO EACH TRUSS WITH 2~16D COMMON NAILS.11. PERMANENT WEB BRACING (PWB) SHALL BE 2X4 STUD GRADE DFLATTACHED TO TRUSS WEBS GREATER THAN 10 FEET IN LENGTHAND/OR THOSE REQUIRING BRACING PER TRUSS MANUFACTURERAND SHALL SPAN DIAGONAL IN A VERTICAL PLANE ACROSS 6TRUSSES, IF POSSIBLE, AS AN 'X'-BRACE. PWB SHALL BE ATTACHEDTO EACH TRUSS WEB WITH 2~16D COMMON NAILS AND REPEATEDEVERY 20 FEET. CLB MEMBERS SHALL ALSO BE APPLIED TO THESEWEBS THROUGHOUT THE LENGTH OF THE BUILDING.12. THE STABILITY OF THE ROOF SYSTEM IS NOT ACHIEVED UNTILALL REQUIRED BRACING IS INSTALLED AND THE ROOF DECKING HASBEEN FASTENED TO THE TRUSSES. RE: SPECS AND STANDARDS FORROOF BRACING.13. PROVIDE A STUD PACK BELOW ALL GIRDER TRUSSES MATCHINGTHE WIDTH OF THE GIRDER TRUSS. MATCH STUD PACK AT ALLFLOORS BELOW U.N.O. IN PLAN.14. ALL ROOF TRUSSES ARE RT-1 @ 24" O.C. U.N.O. EXCEPT UNDERMECHANICAL UNITS, PLATFORM AREAS, OR WALKWAYS WHICH ARERT-2 @ 24" O.C. U.N.O. PER TRUSS LOADING SCHEDULE.15. ROOF DRAG TRUSS (DT) ARE REQUIRED ABOVE ALL SHEARWALLSPARALLEL TO ROOF TRUSSES. (RE: STANDARD DETAILS FOR DRAGTRUSS CONNECTION DETAIL).16. COORDINATE WITH ARCH. AND MEP FOR ALL CONDITIONSREQUIRING MODIFICATIONS TO THE TRUSS LAYOUTS AND DESIGN,INCLUDING, BUT NOT LIMITED TO, ROOF AND ATTIC ACCESSES.MECHANICAL AREAS, WALKWAYS, DUCTS, AND BOTTOM CHORDPOP-UPS.17. BEARING WALLS ARE INDICATED IN PLAN WITH THE FOLLOWINGHATCH: . ALL EXTERIOR WALLS REGARDLESS OFHATCHING AND ALL LOAD BEARING INTERIOR WALLS SHALL BECONSTRUCTED PER THE LOAD BEARING STUD WALL SCHEDULE. ALLSHEAR WALLS NOT MARKED AS LOAD-BEARING SHALL BECONSTRUCTED AT A MINIMUM WITH 2x4 @ 16" O.C.H2.5A535#2,250#6,400#(2) VGTHDU118,030#--S3S5--H3H4--HDU8HDU11(2) H2.5A1,070#---(2) HTS163,555#S2-VGT5,170#S3H2(2) VGTROOF FRAMING UPLIFT HARDWARE SCHEDULEUPLIFTREACTION(MAX)SIMPSONHARDWARECOMPANIONHARDWAREW/ ROD PERSIMPSONSTRAPPING@ ALLFLOORSHOLDOWN @FOUNDATIONHTT4HTT4HARDWARE REQUIRED FOR TYPICAL CONDITIONS, U.N.OMINIMUM HARDWARE FOR TRUSSES,RAFTERS AND OUTLOOKERSMIN. HARDWARE FOR SINGLE PLY GIRDERTRUSSES AND ROOF SUPPORTING BEAMSMINIMUM HARDWARE FORMULTI PLY GIRDER TRUSSESSTUDPACKPLYS(MIN)13422TRUSSPLYS(MIN)111113422NOTES:1. UPLIFT REACTIONS FOR ALL TRUSSES TO BE DETERMINED BY TRUSS MANUFACTURER & LISTED ON THEIR DESIGN DRAWINGS. FRAMERMUST INSTALL THE HARDWARE SCHEDULED ABOVE BASED ON THESE UPLIFTS. ALTERNATIVE CLIPPING TO THOSE NOTED, OR ROD SYSTEMS,MAY BE USED PROVIDED THE CLIPPING/ROD CAPACITY MEETS OR EXCEEDS THE UPLIFT DEMAND.2. HARDWARE SHOWN IN NOTES COLUMN IS ONLY A MINIMUM, THE FRAMER SHOULD BUDGET A CONTINGENCY AMOUNT FOR ADDITIONALCLIPPING, STRAPS, AND HOLDOWNS THAT MAY BE REQUIRED BASED ON THE ACTUAL UPLIFTS PROVIDED BY THE TRUSS MANUFACTURER ONTHEIR SHOP DRAWINGS USING THE ABOVE HARDWARE SCHEDULE.3. CONTACT EOR FOR TRUSS CONDITIONS OR UPLIFT REACTIONS NOT ADDRESSED BY THE ABOVE SCHEDULE.4. ALL REACTIONS NOTED ABOVE ARE BASED ON HARDWARE CAPACITIES INTO HF/SPF AND MAY BE INCREASED FOR DF/SYP WHEREAPPLICABLE PROVIDED ALL COMPONENTS INCLUDING STUDS, PLATES, AND TRUSS MEMBERS ARE DFL/SYP.5. H2.5A CLIPS MAY BE SUBSTITUTED WITH MTS12 1:1 OR WITH SDWC15600 TRUSS SCREWS 1:1 FOR SYP/DF ONLY OR 2:1 FOR SPF/HF.NOTE THAT THESE ALTERNATES ARE NECESSARY AT CONDITIONS WHERE TRUSSES ARE NOT PERPENDICULAR TO THE SUPPORT.(MTS12 MAY BE FIELD BENT ONE TIME UP TO 45 DEGREES.)6. AT SKEWED CONDITIONS THE (2) HTS16 MAY BE FIELD BENT ONE TIME UP TO 45 DEGREES FOR A REDUCED COMBINED CAPACITY OF 2210#SYP/DF AND 1900# FOR SPF/HF.7. IN ALL INSTANCES, SDWC15600 TRUSS SCREWS MAY BE INSTALLED AS A SUPPLEMENT TO THE HARDWARE NOTED TO INCREASE THE UPLIFTCAPACITY 485#s PER SCREW.8. NOTE THAT GIRDER TRUSSES ARE TRUSSES SUPPORTING ANY OTHER TRUSSES OR THOSE LOCATED UNDER A PARALLEL WALL.9. INSTALL HTT4 WITH 0.162" x 2 12" NAILS MIN. ALL OTHER HARDWARE TO BE INSTALLED AS REQUIRED BY SIMPSON TO ACHIEVE MAXIMUMCAPACITY.10. TRUSS AND STUD PACK PLY COUNTS SHOWN ABOVE ARE THE MINIMUM PER UPLIFT HARDWARE REQUIREMENTS ONLY. SEE FRAMING PLANSAND NOTES, AS WELL AS TRUSS SHOPS, FOR MINIMUMS PLY COUNTS BASED ON TOTAL LOADING, WHICH TYPICALLY WILL GOVERN.22335544a2aa12233552aaCOMPONENT & CLADDING WIND PRESSURE ZONE SCHEMATIC (ASCE 7-10)XXXLL / XXXDLTRANSFER TRUSS LEGEND/SEC. A A2x BLOCKINGAS REQUIRED(2) 2x8 U.W.A. W/ HU28-2 (MAX)AT EA. END (NOT SHOWN ONPLAN), ONLY REQUIRED ATTRUSS SPACINGS GREATERTHAN 16" O.C.SEC. A / AXXXLL / XXXDLNOTES:1. DESIGN TRUSSES FOR POINT LOAD AND/OR LINE LOAD TRIBUTARYIN ADDITION TO SCHEDULED LOADS.2. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO SUPPORTLOADS SHOWN ON PLAN.3. TRUSS MANUFACTURER MAY ADJUST SPACING OR PROVIDE BEAMSIF REQUESTED AND APPROVED BY ENGINEER OF RECORD.4. TRUSS MANUFACTURER SHALL NOTIFY ENGINEER OF RECORDDURING BIDDING IF TRUSSES ARE NOT ABLE TO BE DESIGNED ASSHOWN.5. TRUSSES USED AS TRANSFER ELEMENTS UNDER POINT LOADSSHALL BEAR ON SP224 OR SP226 MIN. U.N.O. ON PLAN.LIVE LOADPOINT LOAD (LBS)DEAD LOADPOINT LOAD (LBS)PROVIDE TRUSS UNDEREACH POINT AND/ORLINE LOAD (NOT SHOWNIN PLAN FOR CLARITY)DEAD LOAD LINELOAD (PLF)LIVE LOAD LINELOAD (PLF)SPAN DIRECTION STUD PACK /COLUMN UPOUTLINE OFWALL ABOVEPROVIDE QUADRUPLE SYPOR DFL VERTICALS IN TRUSSFOR BLOCKING CONNECTIONAT TRUSS SPACINGSGREATER THAN 16" O.C.XXXLL / XXXDLPLAN VIEWSHEET 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 / GDSTANDARD WOODFRAMING NOTESAND SCHEDULESNTSS0-2B