HomeMy WebLinkAboutPLANETSCALE LIVING - FDP220004 - SUBMITTAL DOCUMENTS - ROUND 3 - ARCHITECTURAL DETAILS (2)HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-2080PLANET SCALE1ISSUED FOR PERMIT12.21.212. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT FROM DISPLACING DUE MEMBERS OF THE SAME SIZE AND SPACING AS VERTICAL REINFORCING, U.O.N.PROVIDE REINFORCING BAR DOWELS IN FOOTINGS, PILE CAPS AND OTHER SUPPORTINGPRACTICAL.PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS 4.3.5.TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE SHOWN.AT A MAXIMUM 3-FOOT SPACING. SUPPORT REINFORCING BY METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS, AND HANGERS TO FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND REINFORCING TO CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:1. REINFORCING STEELLOCATIONSALL REINFORCINGTYPEASTM A615, 60 KSI#6 BARS AND LARGER#5 BARS AND SMALLERCONCRETE PLACED AGAINST EARTHOR IN CONTACT WITH EARTH:SLABS ON GRADE (TOP CLEARANCE)FORMED SURFACES EXPOSED TO WEATHERLOCATIONS2 INCHES1 1/2 INCHES1 1/2 INCHESCLEAR COVER3 INCHESCAST-IN-PLACE CONCRETETHE OWNER'S REPRESENTATIVE.REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT GIVEN, PROVIDE CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS OTHERWISE NOTED:1. 2.MINIMUM NAILING TO BE AS FOLLOWS, UNLESS OTHERWISE NOTED:JOISTS OR RAFTERS TO SIDESFOR EACH ADDITIONAL 4 INCHJOISTS OR RAFTERS AT ALL BEARINGS:TOE NAILS EACH SIDE, EACH ENDBLOCKING BETWEEN JOISTS OR RAFTERSTO JOIST OR RAFTER BEARINGS:CROSS-BRIDGING BETWEEN JOISTSLOWER PLATE TO TOP OF STUDUPPER PLATE TO LOWER PLATEMULTIPLE STUDS, STAGGER FOR WIDTHSALL OTHER WOOD CONTACTSD.G.WHERE BLOCKING APART, AT EACH BLOCKOF STUDS:IN DEPTH OF JOISTTOE NAILS EACH SIDESTUDS TO BEARING:TOE NAILS EACH SIDEEND NAIL AT 2x8 INCH OR LESSEND NAIL AT 3xTO JOIST OR RAFTERS:TOE NAILS EACH SIDETOE NAILS EACH ENDTOE NAILS EACH ENDOR RAFTERS:HERRINGBONE BLOCKINGDOUBLE TOP PLATES:STAGGERED O.C.NO MORE THAN 4 INCHCONTINUOUS CONTACTSDOUBLE JOISTS(2) 16d AT 2" MATERIAL(2) 40d AT 3" MATERIAL(2) 16d(2) 8d AT 1" MATERIALSTAGGERED 2 ROWS 16d16d MIN. @ 12" O.C.@ 12" O.C.16d @ 12" O.C.16d @ 16" O.C.(2) 16d(2) 10d(2) 8d(2) 8d(2) 10d(3) 8d(2) 20d(3) 16d(2) 16d(2) 8d(2) 10d(1) 16dD.F. #219%VERT. STUDS 12'-0" OR SHORTERTHE WEATHER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.AIR-DRIVEN NAILS TO BE FULL-HEADED NAILS. DO NOT OVERDRIVE WHEN WOOD TENDS TO SPLIT.PREDRILL HOLES TO 3/4 OF NAIL DIAMETER WHERE SPECIFIED AND PLYWOOD TO BE CC GRADE AT LOCATIONS EXPOSED TO WEATHER;NAILS AND STAPLES: COMMON WIRE NAILS AND STAPLES, ASTM F1667, NAILS FOR EXTERIOR INSTALLATIONS AND WHEN PENETRATING PRESSURE TREATED OR FIRE-RETARDANT LUMBER. BOLTS AND THREADED RODS: ASTM A307, SQUARE OR HEXAGONAL HEAD MACHINE BOLTS WITH ASTM A563 NUTS. USE MALLEABLE IRON TO BE 3-PLY MINIMUM.PANEL SHEATHING: IDENTIFY WOOD STRUCTURAL PANELS WITH THE APPROPRIATE TRADEMARK OF APA-THE ENGINEERED WOOD ASSOCIATION AND MEET THE REQUIREMENTS OF THE VOLUNTARY PRODUCT STANDARD PS-1 OR PS-2 AND APA PRP-108 PERFORMANCE STANDARD. PANEL SHEATHING TO BE EXPOSURE 1.PLYWOOD PANELS TO BE 5-PLY MINIMUM, EXCEPT 3/8" PANELSB18.22.1 WASHERS UNDER HEAD WHEN IN CONTACT WITH WOOD.LAG SCREWS: ASTM A307, ANSI/ASME STANDARD B18.2.1. USE ANSI WASHERS UNDER HEAD AND NUT WHEN IN CONTACT WITH WOOD. SCREWS: ASTM A307, ANSI/ASME STANDARD B18.6.1. USE CADMIUM-PLATED PAN OR ROUND HEADED SCREWS AT STEEL TO WOOD AND WOOD TO WOOD CONNECTIONS.MISCELLANEOUS STEEL: ASTM A36.BOLTS, NUTS, WASHERS, STRAPS AND OTHER HARDWARE EXPOSED TO DRIVE NAILS PERPENDICULAR TO THE GRAIN, U.O.N.STANDARD LENGTHS U.O.N. USE HOT-DIPPED ZINC-COATED GALVANIZED C.5.A.B.2.A.B.D.E.H.F.G.6.A.B.C.CD GRADE ELSEWHERE.ROUGH HARDWARE:NAILS.NAILING:FRAMING LUMBER: DOUGLAS FIR MEMBER1.ROUGH CARPENTRYMOISTUREWOOD/GRADECONTENTREMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION, UNLESS OTHERWISE INDICATED. NOTIFY THE OWNER'S REPRESENTATIVETHE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION.EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE OWNER'S REPRESENTATIVEPRIOR TO PLACING REINFORCING AND CONCRETE. NOTIFY THE OWNER'S REPRESENTATIVEREMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS,2.3.CONSTRUCTION.WHEN EXCAVATIONS ARE READY FOR INSPECTION.PLACING CONCRETE.FOUNDATIONS, ETC., ARE FOUND.4.5.6.1. FOUNDATION AND SITE WORKREFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR SLABS AND WALLS.5.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE OWNER'S REPRESENTATIVE.11.10.DO NOT SCALE THE DRAWINGS.8.PROVIDE TEMPORARY BRACING AND SHORING NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. RETAIN A REGISTERED ENGINEER WHO IS PROPERLY QUALIFIED TO DESIGN BRACING, SHORING, ETC. 9.INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONSTHAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE.ELEVATIONS ARE PER ARCHITECTURAL DRAWINGS. CONSTRUCTION LOADS: EVENLY DISTRIBUTE MATERIALS ON FLOORS AND ROOFS.DO NOT TO EXCEED ALLOWABLE LOADING FOR SUPPORTING MEMBERS AND CONNECTIONS.7.6.SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN. CONDITIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER OF DISCREPANCIES.IT IS RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE GENERALTHESE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, CONTACT THE OWNER'S REPRESENTATIVE.REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS AND MANUFACTURER'S INSTRUCTIONS IS TO THE LATEST PRINTED EDITION IN EFFECT AT THE DATE OFGENERAL NOTES2. 3. 4.SHEET LIST:GENERAL NOTESS0.01TYPICAL FRAMING DETAILSS0.1012.ARCHITECT'S/ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED ASAUTHORIZATION TO DEVIATE FROM THE CONTRACT DOCUMENTS.USE A DRILL BIT OF THE SAME DIAMETER AS THE LAG SCREW. INSERT LAG SCREW INTO LEAD HOLE BY TURNING. DO NOT DRIVE LUBRICATE WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION.NOMINAL LAG SCREW DIAMETER.SCREW WITH A DRILL BIT WHOSE DIAMETER IS 60 PERCENT OF THE EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE LAG WITH A HAMMER.4.3.2.DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE UNTHREADED PORTION IN THE MAIN MEMBER.EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THESCREW WITH A DRILL BIT WHOSE DIAMETER IS 7/8 THE DIAMETERUSE A DRILL BIT 7/8 THE DIAMETER OF THE WOOD SCREW. LENGTH OF THE UNTHREADED PORTION IN THE MAIN MEMBER.DRILL LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE INSERT THE SCREW INTO LEAD HOLE BY TURNING. DO NOT DRIVE OF THE SCREW AT THE ROOT OF THE THREAD.LUBRICATE WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION.BOLT AND SCREW INSTALLATION:DRILL PRE-BORED LEAD HOLES FOR WOOD SCREWS AS FOLLOWS.THAN THE BOLT NOMINAL DIAMETER.DRILL BOLT HOLES A MAXIMUM OF 1/16 INCH LARGER IN DIAMETER DRILL PRE-BORED LEAD HOLES FOR LAG SCREWS AS FOLLOWS.WITH A HAMMER. 1.7.A.B.1.2.C.4.3.FOUNDATION PLANS1.00D.F. #219%ALL OTHERSD.F. #219%POSTS, BMS. & JOISTSTHE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON MINIMUM CODE PRESCRIBED VALUES.CONCRETE TYPES:NON-SHRINK GROUT SHALL HAVE F'c = 7000 PSI, MIN.CONTINUOUSLY MOIST CURE CONCRETE SLABS-ON-GRADE FOR 7 DAYS MINIMUM. WATERMAY BE USED. CURING COMPOUNDS ARE NOT ACCEPTABLE.FOG SPRAYS, PONDING, SATURATED ABSORPTIVE COVERS, OR MOISTURE RETAINING COVERS 3.4.5.CLASSAB28 DAY F'c(PSI)TYPELOCATIONNORMAL WEIGHT2500SLABS ON GRADE, MISC.CURBS, PADS, ETC.NORMAL WEIGHT2500FOUNDATIONS, WALLSCONCRETE MIXES SHALL USE TYPE II CEMENT AND BE DESIGNED BY AN APPROVED LABORATORY6.AND BEAR THE STAMP OF A CO REGISTERED ENGINEER.3.4.ENGINEERED WD. PRODUCTS SUCH AS PRE-FABRICATED WD. I-JOISTS,STRUCTURAL GLUED-LAMINATED TIMBER, STRUCTURAL COMPOSITE LUMBERAND DESIGN TRUSSES SHALL NOT BE NOTCHED OR DRILLED EXCEPT WHEREPERMITTED BY THE MNFR'S RECOMMENDATIONS OR WHERE THE EFFECTS OFSUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THEMEMBER BY A REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.TREATED WOOD: PRESERVATIVE TREATED WOOD - AWPA STANDARD U1 AND MA.FOUNDATION SILLS SHALL BE PRESERVATIVE-TREATED WOOD.B.MOISTURE CONTENT OF PRESERVATIVE TREATED WD. SHALL BE 19% ORLESS BEFORE BEING COVERED WITH INSULATION, INTERIOR WALL FINISH,AND FLOOR COVERING MATERIALS.ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING.STRENGTH AXIS OF WOOD STRUCTURAL PANEL SHALL BE PERPENDICULARTO SUPPORTS. FLOOR DIAPHRAGMS SHALL BE T&G OR HAVE BLOCKEDPANEL EDGES. WOOD STRUCTURAL PANELS SHALL CONFORM TO IBC 2304.8.MACHINE DRIVEN NAILING: NAILHEADS THAT PENETRATE THE OUTER PLYMORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF THE MINIMUMALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE INSTALLATION ISUNSATISFACTORY. MACHINE NAILING IS NOT APPROVED IN 5/16" OR LESSSHEATHING. MECHANICALLY DRIVEN NAILS USED IN WD. STRUCTURAL PANELSHEAR WALLS SHALL MEET THE SAME DIMENSIONS AS THAT REQUIRED FORHAND DRIVEN NAILS, INCLUDING DIA., MIN LENGTH AND MIN. HEAD DIA.CLIPPED HEAD OR BOX NAILS ARE NOT ACCEPTABLE.IHOLDDOWN CONNECTOR BOLTS INTO WD. FRAMING REQUIRE APPROVED PL.WASHERS. HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THEWALL FRAMING.J.HOLDDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TOFOUNDATION INSPECTION.C.PLATE WASHERS: AT SILL PLATES, USE 3"x3"x3/16" MINIMUM PLATE WASHERS.THE HOLE IN PLATE THE WASHER IS PERMITTED TO BE DIAGONALLYSLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIA. AND ASLOT LENGTH NOT TO EXCEED 1-3/4", PROVIDED A STANDARD CUT WASHERIS PLACED BETWEEN THE PLATE WASHER AND THE NUT.FRAMING CLIPS, SHEET METAL STRAPS, ETC.: SIMPSON, UNIVERSAL, ORSILVER, WITH ICBO/LARR REPORTS. DESIGNATIONS ON DRAWINGS AREBASED ON SIMPSON CATALOGUE NUMBERS. INSTALL PER MANUFACTURERRECOMMENDATIONS AND LARR REQUIREMENTS.PANEL SHEATHING: AT FLOOR AND ROOF SHEATHING, USE RING SHANKNAILS. USE SMOOTH SHANK NAILS AT WALLS. GLUE FLOOR SHEATHING ATALL POINTS OF CONTACT.E.F.8.9.BLOCKING: INSTALL SOLID BLOCKING BETWEEN JOISTS AT ENDS AND OVERSUPPORTS. PROVIDE 2 INCH BY 3 INCH CROSS BRIDGING, METAL BRIDGING,OR SOLID BLOCKING BETWEEN JOISTS IN SPANS EQUALLY SPACED 8 FEETON CENTER MAXIMUM AND WHERE INDICATED.SHIMS: DO NOT USE WOOD SHINGLE SHIMS UNDER STUDS, JOISTS, BEAMS,OR POSTS.TYPICAL CONCRETE DETAILSS0.11ENGINEER WILL DETERMINE A NEW LOCATION. AND NEED NOT BE TESTED.9.ANCHORS DESIGNATED WITH AN ASTERISK (*) HAVE DESIGN LOADS LESS THEN 50 LBS.8.LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS. THEN RESUME INITIAL TESTING FREQUENCY.7.6.5.ANCHORS WILL BE PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY.IF ANY ANCHOR FAILS TESTING, REPLACE ANCHOR AND TEST ADDITIONAL ANCHORS OFTHE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE PASS,PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO OTHERWISE NOTED.IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE 4.3.WEATHER. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, UNLESS HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE (ICC #ESR1385, LARR 25577) OR SIMPSON WEDGE-ALL (ICC #ESR1396, LARR 24682).EXPANSION OR WEDGE ANCHORS INTO CONCRETE OR MASONRY: HILTI KB 31. POST-INSTALLED ANCHORSHILTI HY-150 (ICC #ESR1967, LARR 25652M), SIMPSON SET-XP (ICC #ESR2508, LARR 25744).2.ADHESIVE ANCHORS AND DOWELS INSTALLED IN CONCRETE OR GROUT FILLED CMU:DESIGN LOADS:1.DESIGN SELFWEIGHT LOADS ARE IN ACCORDANCE WITHSHOWN PHYSICAL STRUCTURE.A.RESIDENTIAL:DEAD LOAD = 15 PSFLIVE LOAD = 40 PSFB.ROOF:DEAD LOAD = 15 PSFROOF LIVE LOAD = 20 PSFC.SNOW:GROUND SNOW LOAD = 30 PSFROOF SNOW LOAD (UNBALANCED) = 30 PSFD.WIND:WIND SPEED (ULTIMATE) = 140 MPHEXPOSURE = BE.SEISMIC:RISK CATEGORIIZONE BSITE CLASSD-DEFAULTSS= 0.191S1 = 0.056SDs = 0.204STRUCTURAL STEEL.1.ADHESIVE ANCHORS SHALL BE HILTI "HVA ANCHORS", SIMPSON "SET EPOXY" OR ANAPPROVED EQUIVALENT.2.MISCELLANEOUS STEEL ROLLED SHAPES,EMBED PLATES AND ANGLES SHALL CONFORM TOASTM A36.3.HOLLOW STRUCTURAL SHAPES ARE TO CONFORM TO ASTM A500 GRADE B, MINIMUM YIELDPOINT IS 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS.4.WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1. LATESTEDITION. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO ASTM A233.5.ANCHOR BOLTS SHALL CONFIRM ASTM A36/A307/F1554 GR.36 (Fu=58-80 KSI).8-ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED ASSNUG-TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FORSTRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009.PRE-TENSIONING METHODS, INCLUDING TURN-OF-NUT, CALIBRATED WRENCH,TWIST-OFF-TYPE TENSION-CONTROL BOLTS OR DIRECT-TENSION-INDICATORARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUGTIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) ISSUGGESTED.7.COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. COMPLY WITH THE LATESTEDITIONS OF THE FOLLOWING STANDARDS. WHEN IN CONFLICT, THE MORE STRINGENTREQUIREMENTS SHALL APPLY.A. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"B. ACI 315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETESTRUCTURES".C. ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".D. ACI 614, "RECOMMENDED PRACTICE FOR MEASURING, MIXING AND PLACING CONCRETE".1ST FLOOR FRAMING PLANS0.01 TYPICAL DETAILSSD1.1GENERAL NOTESSHEAR WALL DETAILS AND SCHEDULES0.12S2.00ROOF FRAMING PLANS3.00LOWER FLOOR SHEAR WALL PLANS4.00UPPER FLOOR SHEAR WALL PLANS5.00STEEL STRONG WALL DETAILSSD2.11. MATERIALS AND WORKMANSHIP TO CONFORM WITH THE 2021INTERNATIONAL RESIDENTIAL CODE AND 2021 INTERNATIONAL EXISTING BUILDING CODE WITH ADOPTED AMENDMENTS OF STATE OF COLORADO.04/25/2022
N.T.S.HOLES IN PLATES OF WALLS7N.T.S.HOLES AND NOTCHES IN BEAMS & JOISTS4N.T.S.HOLES AND NOTCHES IN STUD OR POSTS1N.T.S.JOIST HANGER CONNECTION2N.T.S.TOP PLATE SPLICE - WOOD FRAMING5N.T.S.ROOF AND FLOOR SHEATHING3N.T.S.SHEAR WALL INTERSECTION FRAMING6N.T.S.STUD WALL FRAMING12N.T.S.WOOD JOISTS BRIDGING10HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21S0.10TYPICAL FRAMING DETAILS
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N.T.S.BAR SPACING IN CONCRETE1dCONC f'c5000 PSITOP17OTHER13222833172226495563703743485478604000 PSICONC f'cTOP19OTHER15OTHER1737293125192433222822OTHER17TOP1922CONC f'c5000 PSI432936222833372531293643TOP3000 PSICONC f'c707962545461484262705548"a"8767"a"78819172634955637062547079637291817887 101101CLASS A SPLICE/DEVELPMNT LENGTH (Ld)"b""db" "db" IS THE BAR DIA. "b" IS THE CLEAR SPACINGTOP24TOP28223000 PSICONC f'cOTHER483240564337294736SIZE#3BAR#6#4#5911028070105811189181937263113131 101#9#10#7#8#11NOTES: WHERE: "a" IS THE CLEAR COVER1. ALL SPLICES SHALL BE CLASS B TENSION LAP SPLICES U.N.O.2. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS.3. LENGTHS SHOWN ARE IN INCHES.4. INCREASE LENGTHS 30% FOR LIGHT WEIGHT CONCRETE AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS) INDIVIDUAL BARS WITHIN A BUNDLE SHALL NOT OVERLAP.5. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW THEM .OTHERCLASS B TENSION LAP SPLICE LENGTH (Ls)4000 PSICONC f'c6. INCREASE LENGTHS 50% WHERE a < dbOR WHERE b < db FOR BEAMS AND COLUMNSCONFORMANCE WITH CBC REQUIREMENTS.7. FOR #14 AND #18 BARS, USE MECHANICAL SPLICE INOR WHERE b < 2db FOR OTHER ELEMENTS.BAR DTIE WIRE"D"1612db"db""D"6db FOR #3 THRU #512db FOR #6 THRU #8MIN. BEND DIA. (STIRRUPS & TIES)MIN BEND DIA. (PRINCIPAL REINF.)D = 10db FOR #14 & #18D = 8db FOR #9 THRU #11D = 6db FOR #3 THRU #8TIE WIRE"D"1612db"db""D"6db FOR #3 THRU #512db FOR #6 THRU #8MIN. BEND DIA. (STIRRUPS & TIES)MIN BEND DIA. (PRINCIPAL REINF.)D = 10db FOR #14 & #18D = 8db FOR #9 THRU #11D = 6db FOR #3 THRU #84" MIN OR
3" MIN OR#3 1 1/2"#4 2"#4 2"#5 2 1/2"#6 4 1/2"N.T.S.REINFORCING AT OPENING4N.T.S.TYPICAL REINFORCING DETAILS AND TENSION LAP SPLICE SCHEDULE61" = 1'-0"7SLAB ON GRADE (S.O.G.) DETAIL1" = 1'-0"10PIPE SLEEVE THRU STEM WALL FTG.VAPOR BARRIERPER ASTM E164598& ASTM E1745-97B/W SAND LAYERSREINF. PERPLAN, TYP.NOTES:.1.ALL NEW CONCRETE SHALL BEAR IN 90% COMPACTED FILL AND BEINSPECTED BY A LICENSED GEOTECHNICAL ENGINEER.FOR SUB-BASE UNDERSLAB SEE GEOTECHNICALREPORT.11PARALLEL TO JOISTSEEFOR BALANCEBPERPENDICULAR TO JOISTABN.T.S.SHEAR WALLCONNECTION AT ROOFROOF SHT'G. OVERROOF JOISTS/RAFTERS PER PLANDBL. PL W/2-16d @12"O.C.4x8 FLAT BLKG @24"O.C. MIN 4-16DNAILS TO (E) RF.JOISTS4x CONT. BLKG.MIN 4-16D NAILSTO RF. JOISTS(N) SHEAR WALL, SEENOTESB.N.NOTES:.1. SEE PLAN FOR SHEAR WALL TYPE, SEE SHEAR WALL DETAILS SHEET FOR OTHERINFORMATION.N.T.S.WALL REINF. AT CORNERS & INTERSECTIONS9HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21S0.11TYPICAL CONCRETE DETAILS
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12" MAX.N.T.S.TYPICAL SHEAR WALL ELEVATION3N.T.S.SHEAR WALL AND HOLDOWN SCHEDULE, DETAILS AND NOTES12S0.12HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21SHEAR WALL DETAILS AND
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NOTES:1.ALL DIMENSIONS SHALL BE CHECKED BY THE CONTRACTOR AT JOB SITE AND VERIFIEDPRIOR CONSTRICTION.2.EXISTING FOUNDATION SHALL BE VERIFY BY THE CONTRACTORUPUPFOUNDATION PLAN1/4"=1'-0"1EXISTINGFOUNDATIONEXISTINGFOUNDATION5"5"8"
5"5"8"
5"5"8"
5"5"8"
1'-6"
1'-6"
1'-6"
1'-6"1'-6"5"5"8"1'-6"5"5"8"10" THICK FOOTINGW/ #4 @ 10" O.C.10" THICK FOOTINGW/ #4 @ 10" O.C.10" THICK FOOTINGW/ #4 @ 10" O.C.10" THICK FOOTINGW/ #4 @ 10" O.C.10" THICK FOOTINGW/ #4 @ 10" O.C.12'-0"10'-0"17'-11"10'-7"50'-6"26'-7"23'-3"51'-10"11'-0"12'-7"2'-7"10'-9"23'-7"13'-6"14'-9"
51'-10"
2'-0"50'-6"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"DRILL & EPOXY (3) #4BARS, EMBED 12"4" SOG W/ #4 BARS@ 16" O.C. E.W.4" SOG W/ #4 BARS@ 16" O.C. E.W.4" SOG W/ #4 BARS@ 16" O.C. E.W.1'-0"
1'-0"SD1.15SD1.16SD1.15SD1.15SD1.16SD1.15SD1.17SD1.18EXISTINGFOUNDATIONEXISTINGFOUNDATIONEXISTINGFOUNDATIONEXISTINGFOUNDATION(3) 2x46x6(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(4) 2x4(3) 2x4(4) 2x4 6x6(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(3) 2x4(4) 2x4(4) 2x410" THICK FOOTINGW/ #4 @ 10" O.C.DRILL & EPOXY (3) #4BARS, EMBED 12"4'-6"4'-6"4'-8"SD1.110SD1.19SD1.19SD1.19SD1.19SD1.19SD1.111SD1.111XX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21S1.00FOUNDATION PLAN
PLANET SCALE
04/25/2022
UPUP1ST FLOOR FRAMING PLAN1/4"=1'-0"1FJ-1FJ-1FJ-1FJ-1(3) 2x46x6(3) 2x4(3) 2x4(3) 2x4HD-2 HD-2HD-3 HD-3 FB-1
FB-1(3) 2x4(3) 2x4HD-3(4) 2x4(3) 2x4HD-3 HD-3
(4) 2x4 6x6(3) 2x4FB-2FB-3HD-1HD-1FB-2FJ-1FJ-1FJ-1FJ-1(3) 2x4(3) 2x4(3) 2x4FB-1
FB-1 FB-1FB-1FB-1FB-1(3) 2x4W/ CCQ(3) 2x4FLOOR SHTG.PER NOTESSD1.12SD1.12SD1.13FB-1FB-1(3) 2x4W/ CCQ(3) 2x4W/ ECCQHDU2HDU2HDU2HDU2HDU2HDU2(4) 2x4W/ ECCQ(4) 2x4W/ ECCQALL POST TO BEAM AND BEAM TO POST SHALL BE CONNECT W/ PCZ/EPCZ UNO ON PLAN.THA422HANGERTHA422HANGERTHA422HANGERTHA422HANGERXX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21S2.001ST FLOOR FRAMING PLAN
PLANET SCALE
04/25/2022
DNDNROOF FRAMING PLAN1/4"=1'-0"1ROOF TRUSSES PERMANUFACTURERROOF TRUSSES PERMANUFACTURERNON- LOADBEARING WALLNON- LOADBEARING WALLNON- LOADBEARING WALLHD-2 HD-2HD-1ROOFSHTG.PER NOTESSD1.11SD1.11XX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21S3.00ROOF FRAMING PLAN
PLANET SCALE
04/25/2022
UPUPLOWER FLOOR SHEARWALL PLAN1/4"=1'-0"17'-11"24'-3"48'-8"
2SSW21 9'-4"415'-2"
2
13'-2"
2
11'-5"2 8'-3"2 HDU5HDU5HDU8HDU8HDU5HDU5HDU8HDU8HDU5HDU5HDU5HDU5HDU5HDU54'-4"4HDU11HDU11HDU8HDU8NOTES:FOR SHEAR WALLS COLLUMN AT EXISTING CONCRETE SEE DETAIL 4/SD1.1SSW21XX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21S4.00LOWER FLOOR SHEAR WALL PLAN
PLANET SCALE
04/25/2022
MST48DNDNUPPER FLOOR SHEARWALL PLAN1/4"=1'-0"17'-7"213'-9"19'-2"28'-3"1
8'-8"
1
15'-2"
1
13'-2"
1
11'-5"1 7'-11"1MST48MSTC48B3MSTC48B3MST48MSTC48B3MST48MST48MST48MST48MST48MST48MST48MST48MST48MST48MSTC48B3MSTC48B3XX'-X"SHEAR WALLMARKLENGTH OF WALLTYPE OF WALLXXXHOLDDOWNSMBOLMANUFACTURED TRUSS NOTES (BY OTHERS):1.SUPPLEMENTAL PLAN CHECK AND PERMITREQUIRED FOR DEFERRED PRE-FABRICATEDROOF TRUSSES2.LIVE LOAD ROOF = 20 PSF3.DEAD LOAD ROOF = 15 PSF (WITHOUT SELF WT.OF TRUSSES)4.SNOW LOAD = 30 PSF.5.WIND UPLIFT LOAD = 20 PSFSHEET NOTES:1.WALL LAYOUT AND DIMENSIONS ARE PER THEARCHITECTURAL DRAWINGS.2.EXTERIOR AND INTERIOR BEARING WALLS WALLSSHALL BE 2X6 @ 16" O.C., MIN. INTERIOR PARTITIONWALLS SHALL BE 2X4 @ 16" O.C. PROVIDE FULLWIDTH BLOCKING AT 8'-0" O.C. VERTICALLY.3.PROVIDE FULL WIDTH BLOCKING AT MID-SPAN OFFLOOR JOISTS 8'-0" OR LONGER.4.SEE S0.10 FOR TYPICAL WOOD FRAMING DETAILS.5.SEE S0.11 FOR TYPICAL CONCRETE DETAILS.6.SEE S0.12 FOR SHEAR WALL DETAILS ANDSCHEDULE.7.FLOOR SHEATHING SHALL BE 3/4" STRUC 1 (MIN) ,STAGGERED7.1.10D NAILS @ 12" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES7.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY7.3.USE RING SHANK NAILS AND GLUE AT ALLPOINTS OF CONTACT PER GENERAL NOTES7.4.BLOCKING IS NOT REQUIRED AT PANEL EDGES8.ROOF SHEATHING SHALL BE 5/8" STRUC 1 (MIN) ,STAGGERED8.1.10D NAILS @ 6" O.C. INTERMEDIATE FRAMING,10D NAILS @ 6" O.C. PANEL EDGES8.2.10D NAILS @ 6" O.C. DIAPHRAGM BOUNDARY8.3.9.3.BLOCKING IS NOT REQUIRED ATEDGES (SEE GENERAL NOTES FOR REQ'DBLKNG.)9.NAILING AT SISTERED OR DBL. FRAMING: (2) -16DNAILS AT 12" O.C., STAGGERED.10.SIMPSON CMST12 STRAP (LARR 25713): USE 86-10DNAILS (39" END LENGTH), OR 74-16D NAILS (33" ENDLENGTH), CONTRACTORS OPTION. INSTALL PERMNFR. RECOMMENDATIONS. PROVIDE 4X MIN.BLOCKING AS REQ'D.11.FOR HEADER SIZES NOT SHOWN, SEE SCHEDULEON TYPICAL FRAMING DETAILS SHEET.MARKSIZE & SPACINGBEAM SCHEDULEFJ-116" TJI 210 @ 16" O.C.HD-1(2)-2x6 D.F. NO.2HD-2(2)-2x8 D.F. NO.2HD-3(2)-1 3/4"x7 1/4" 2.0E LVLFB-1(2)-1 3/4"x16" 2.0E LVLFB-2FB-3(2)-2x12 D.F. NO.2(2)-2x8 D.F. NO.2HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21S5.00UPPER FLOOR SHEAR WALL PLAN
PLANET SCALE
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BEAM AT STAIRPERIMETER PER PLANJOIST PERPLAN WHEREOCCURSIMPSON HU HANGER NOTCHSTRINGER TO SEAT.1" PLYWOODSTAIR STRINGER(2)2x12 @24" O.C.STAIR STRINGER & BEAM DETAIL3N.T.S.(E) CONCRETE OR BRICK WALL#4 ASTM A615 STEEL BARW/ SIMPSON AT-XPHOLDOWN HDU4(N) POST EACH SIDEOF (N) SHEAR WALL FROM(E) CONCRETE/BRICK WALL TO ROOF"10" MIN
PER SCHEDULE4N.T.S. INTO EXISTING CONCRETE OR BRICK WALLTYPICAL HOLD-DOWN ANCHOR BAR (E) SILL PLATEPLYWOOD SHEATHINGSEE PLANJOIST PER PLANSIMPSON HANGERBOUNDARY NAILINGBEAM SEE PLAN2N.T.S.FLOOR JOIST TO BEAM CONNECTIONSTAIR STRINGERP.T. SILL PLATE w/ 1/2" DIA.A.B @ 24" O.C., EMBED 8"SIMPSON A35 E.S.OF STAIR STRINGERSDECKING PER ARCH.EXISTINGGRADE(3) #4STAIR STRINGER & FTG. DETAIL812"S.O.G(2) #4N.T.S.12" U.N.O1N.T.S.TRUSS TO STUD WALL CONNECTIONROOF TRUSS PER MANUFACTURERB.N.2x FASCIA PER ARCHROOF SHEATHING PER PLAN3x BLKGSHEAR PANEL WHEREOCCURS PER PLANSIMPSON LTP4/A35 PER SHEARWALL SCHEDULEB.N.SIMPSON A35 @ 24" O.C.SIMPSON H2.5 ONEACH RAFTERNOTCH TOSEATFLUSHBEAM/HEADERPER PLANTRUSS BOTTOMCHORDH2.5A INSTALLEDON EACH STUDNOTES:.1.SEE TYPICAL DETAILS FOR FRAMING AND SILL PLATE ANCHOR INFORMATION.2.SEE SHEAR WALL DETAILS FOR FRAMING AT SHEAR WALLS.3.ALL NEW CONCRETE SHALL BEAR IN NATIVE SOIL COMPETENT FOR WEIGHT BEARING. NOTIFYSTRUCTURAL ENGINEER IF CONDITION CANNOT BE CONFIRMED4.SLOPE GRADE AWAY FROM BLDG. PER ARCHITECTURAL PLANS5.CONTRACTOR TO SELECT THE OPT.1 OR OPT.2 WITH CONSULTANT TO THE ARCHITECT ANDSITE CONDITION.PERPLANPERPLANPER PLANPERPLANPER PLAN
3'-6"(E) SLAB ONGROUNDCOMPACTED SUBGRADE PERGEOTECHNICAL ENGINEER#4 @ 18" O.C. W/ STD. HOOK INFTG.REINF. PER PLAN1'-6"(2) #5 BARSSTEM WALL FOOTING6N.T.S.NOTES:.1.SEE TYPICAL DETAILS FOR FRAMING AND SILL PLATE ANCHOR INFORMATION.2.SEE SHEAR WALL DETAILS FOR FRAMING AT SHEAR WALLS.3.ALL NEW CONCRETE SHALL BEAR IN NATIVE SOIL COMPETENT FOR WEIGHT BEARING. NOTIFYSTRUCTURAL ENGINEER IF CONDITION CANNOT BE CONFIRMED4.SLOPE GRADE AWAY FROM BLDG. PER ARCHITECTURAL PLANS5.CONTRACTOR TO SELECT THE OPT.1 OR OPT.2 WITH CONSULTANT TO THE ARCHITECT ANDSITE CONDITION.PERPLANPERPLANPER PLANPERPLANPER PLAN
3'-6"REINF. SLAB ONGRADE PER PLANCOMPACTED SUBGRADE PERGEOTECHNICAL ENGINEER#4 @ 18" O.C. W/ STD. HOOK INFTG.REINF. PER PLAN#4 @ 18" O.C. BENT BARS1'-6"1'-6"(2) #5 BARSSTEM WALL FOOTING5N.T.S.#4@18" O.C. WITH 6"MIN.EMBEDMENTW/ SIMOPSON AT-XPSTAIR STRINGERP.T. SILL PLATE w/ 1/2" DIA.A.B @ 24" O.C., EMBED 8"SIMPSON A35 E.S.OF STAIR STRINGERSDECKING PER ARCH.EXISTINGGRADE(3) #4STAIR STRINGER & FTG. DETAIL INTO (E) SLAB712"S.O.G(2) #4N.T.S.12" U.N.O#4@12" O.C. WITH 6"MIN. EMBEDMENTAND 8" EXTENSIONW/ SIMOPSON AT-XPNEW STUD WALL ON EXISTING FOOTING9N.T.S.SILL NAIL, SEEGEN. NOTESE.N. PER SHEARWALL SCHEDULE5/8"Ø A. BOLT @ 32" O.C.W/ SIMPSON AT-XP(E) FOUNDATION(E) SLAB ON GROUND18"6"#3@16" O.C.#4@12" O.C. WITH 6"MIN. EMBEDMENTAND 8" EXTENSIONW/ SIMOPSON AT-XP24"10 MIL V.B.(2)#5 TOP AND BOTTOMGARAGE BEAM DETAIL10N.T.S.11N.T.S.SILL NAIL, SEEGEN. NOTESE.N. PER SHEARWALL SCHEDULE5/8"Ø A. BOLT @ 32" O.C.W/ SIMPSON AT-XP(E) GRADE BEAM(E) SLAB ON GROUNDNEW STUD WALL ON EXISTING GRADE BEAM(E) SLAB ON GROUNDHNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21SD1.1TYPICAL DETAILS
PLANET SCALE
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1ONE STORY SSW DETAILN.T.S.ADDITIONAL 1-1/8" DIAMETER HOLES MAY BE DRILLED THRU WOOD STUDS AT ANY HOLELOCATION MATCHING ANOBROUND HOLE IN PRE-ATTACHEDWOOD STUDS1/4" HOLES TO ATTACHOPTIONAL BLOCKING ORFRAMINGHOLES PREDRILLED INSTUDS FOR WIRING.PREFABRICATED HOLES IN STEELPANEL. (VARY WITH EACH MODEL)ADDITIONAL CUTTING OF STEELWALL OR ENLARGING OF EXISTINGHOLES NOT PERMITTED.STEEL PANELELECTRICAL BUSHINGSAT ALL ROUND MECHANICAL HOLES.OPTIONAL PILOT HOLETOP PLATEATTACH TOP OF WALL TO TOPPLATES WITH SDS ¼" x 3½"SCREWS (PROVIDED)78" MAXIMUM WOOD SHIMWITH SDS 14" x 312" SCREWS.FOR SHIMS GREATERTHAN 78"RIM JOIST, BEAM,OR BLOCKINGIF APPLICABLESTEEL PANEL FLANGE.AASEE ANCHORING DETAIL(2) #4#4 @ 10" O.C.(5) #4 CLOSEDTIES5'-0" MIN.3"SSWHSR1x3KT12 14"SSWHSR1x3KT(2) #4 CONT.(2) #4#4 @ 10" O.C.(2) #4 CONT.(5) #4 CLOSEDTIES2SECTION A-AN.T.S.3SSW ANCHORING DETAILN.T.S.STEEL STRONG WALL DETAIL
HNPANo.DescriptionDateSCALEDesigned byChecked byAS NOTED906 E STUART ST, FORT COLLINS,CO STRUCTURAL ENGINEER0ISSUED FOR REVIEW12.18.21ARCHITECTHNDrawn byCONTRACTORProject number21-20801ISSUED FOR PERMIT12.21.21SD2.1PLANET SCALE
04/25/2022