HomeMy WebLinkAboutENGINEERED PLANS - 21-00685 - 1143 Castle Pines Rd - New SFRPROJECT MANAGER:CAD OPERATOR:DATE:JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5CURRENT REV.This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.comS1.008/11/21
TJWBFBIF21-397
GENERAL STRUCTURAL NOTES
...
...
...
...
...
...
.... KEYNOTES:1.NAILS BETWEEN SPLICE LOCATION PERSCHEDULE - STAGGERED2.DBL 2x TOP PLATE3.WOOD STUD WALL, SEE PLAN4.SPLICE OVER STUD5.SIMPSON ST6224 OR MSTC40 STRAPAT LOCATIONS WHERE PLATES CANNOT BE SPLICEDNOTE:A.DO NOT SPLICE TOP PLATES WITHIN6'-0" OF ENDS OF PLYWOODSHEARWALLS. THIS DETAIL REQUIREDAT ALL EXTERIOR WALLS AND OVERSHEARWALLS - NOT REQUIRED ATINTERIOR NON-SHEARWALLS.(30) 16d(24) 16dLESS THAN 20'OVER 20'4'-0"6'-0"LENGTH OF WALL(BETWEEN CORNERS)SPLICE LENGTHNAILS ALONGSPLICE LENGTHMINIMUM1245323 SPLICE LENGTH PER SCHEDULET5 ELEVATION - TYPICAL TOP PLATE SPLICETD24NO SCALENOTE:A.ALL CONDITIONS MAY NOT BE SHOWN.FOR CONDITIONS NOT SHOWN, USETHESE DETAILS AS A GUIDE.B.SOME LARGER HOLDOWNS REQUIRE6x6 POSTS, SEE PLANS ANDSCHEDULES.C.WHERE MULTIPLE TRIMMER STUDS ORKING STUDS OCCUR, MAKEADJUSTMENTS AS REQUIRED.KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.SHEARWALL SHEATHING, SEE PLAN3.STRAP TYPE HOLDOWN4.EDGE OF FOUNDATION5.SHEARWALL END POST (3 STUDS)6.SHEARWALL END POSTS (2 STUDS)7.SHEARWALL EDGE NAILING8.TRIMMER STUD TO SUPPORT HEADER9.BLOCK TO SUPPORT WINDOW SILL10.6x6 WOOD POST11.(25) - SIMPSON SDS 14"x412" LONGWOOD SCREWS, STAGGERED12.(25) - SIMPSON SDS 14"x6" LONGWOOD SCREWS, STAGGERED"STRAP" TYPE HOLDOWNWINDOW JAMB96"STRAP" TYPE HOLDOWNDOOR JAMB OR WALL END833(1) SHEARWALL(1) STRAP HOLDOWNAT EXTERIOR CORNER(2) SHEARWALLS(1) STRAP HOLDOWNAT EXTERIOR CORNER103(2) SHEARWALLS(1) STRAP HOLDOWN12AT RE-ENTRANT CORNER2123(1) SHEARWALL(1) STRAP HOLDOWNAT RE-ENTRANT CORNER211412421352127356WINDOWOPENING1DOOROPENING5572T1STRAP TYPE HOLDOWNS / SHEARWALL END POSTS, PLAN VIEW - HOLDOWN LOCATIONSTD15NO SCALE3"3"3"3"GENERAL STRUCTURAL NOTES(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.141, SS = 0.359 DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.218, SDS = 0.362 PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.056 5. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE30.9 PSFNET UPLIFT ON ROOF21.7 PSF2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF16 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSESL/360L/240BEAMSL/360L/240WOOD:1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDSWITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THEARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTEDOTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OFBEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TABLE2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPSONSTRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ESAPPROVAL.2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THEGRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THEWEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BESTAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTEDOTHERWISE IN SCHEDULES:USE:MATERIAL:2x4 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)2x6 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)JOISTS, TOP PLATES AND ALL OTHERSAWN LUMBERDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)BEAMS AND POSTSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)LOCATION:NOMINALTHICKNESS:SPANINDEXRATING:EDGEATTACHMENT:FIELDATTACHMENT:WALL716" OR 12"24168d AT 6" O.C.8d AT 12" O.C.ROOF716" OR 12"24168d AT 6" O.C.8d AT 12" O.C.ROOF1532" OR 12"32168d AT 6" O.C.8d AT 12" O.C.ROOF1932" OR 58"402010d AT 6" O.C.10d AT 12" O.C.ROOF2332" OR 34"482410d AT 6" O.C.10d AT 12" O.C.ROOF78"603210d AT 6" O.C.10d AT 12" O.C.FLOOR34" T&G482410d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.FLOOR78" T&G603210d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.FLOOR118" T&G604810d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TOSTANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TOSUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TOSUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALLPLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATINGAND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:DEFERRED SUBMITTAL ITEMS:PREFABRICATED WOOD ROOF TRUSSESSCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE ATLEAST 112" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLUEDTO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED GLUE.PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATEDSHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVALOF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BE USED ON ROOFS WHEREBUILT-UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHINGSHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATINGEQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT ANDTHICKNESS (WITHIN 132") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.INSTALL PER MANUFACTURER'S RECOMMENDATIONS.T4STRAP AT OPENING IN SHEARWALLTD17NO SCALEKEYNOTES:1.SHEATHING MATERIAL2.SHEARWALL END POST (DBL STUDAT HOLDOWN U.N.O.)3.EDGE NAILING AT ALL SHEATHINGPANEL EDGES - STAGGER NAILS ATDOUBLE STUD END POSTS4.FULL HEIGHT WOOD STUDS5.ANCHOR BOLTS TO FOUNDATIONOR NAILS TO LOWER FRAMING PERSHEARWALL SCHEDULE6.SIMPSON STRAP TYPE HOLDOWN,WHERE OCCURS7.SOLID BLOCKING AND EDGENAILING REQUIRED AT PLYWOODSHEET EDGES8.CONT 2x PT SOLE PLATE9.FIELD NAILING AWAY FROM PANELEDGES10.WOOD HEADER11.TRIMMER STUD UNDER HEADERAND SILL, PROVIDE ADDITIONALTRIMMER STUDS WHERE INDICATEDON PLANS12.FULL HEIGHT KING STUD13.PROVIDE ADDITIONAL KING STUDSWHERE INDICATED ON PLANS14.2x BLOCKING FOR STRAP NAILING15.STRAP, PER PLAN, ABOVE ANDBELOW OPENING AS SHOWNFINISHED FLOOR24" MIN BEYONDOPENING (TYP)24" MIN BEYONDOPENING (TYP)121543121423689111131775OPEN4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANKWITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT. DECKSHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWOSUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIRCOMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN ANDCANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BEFABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATESTAITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP ANDCERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ONA RADIUS OF CURVATURE OF 2000 FEET.7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLsSHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLsSHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLsSHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE AMINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUMANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ONPLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BECONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALLEXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIORWALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWERDRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 116" LARGER THAN THE Ø(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUTSTEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT LOOSENING.12.PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BEDESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEADLOADS. WHERE ATTIC SPACE CAN BE USED FOR STORAGE, A 40 PSF LIVE LOAD ONTHE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS. BRIDGING SIZE ANDSPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. CONTRACTORSHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED BY AREGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE FOR BOTH ROOFAND FLOOR TRUSSES WHEN USED.SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARINGPOINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONALTRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE IDENTITY OFTHE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND THE TRUSSSPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE FACE OF THEBOTTOM CHORD.PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL):DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITIONICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED ANDFURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGSWITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEERFOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED ASREQUIRED TO SUPPORT MECHANICAL EQUIPMENT.WOOD (CONTINUED):T2 ELEVATION-TYPICAL 1-STORY SHEARWALLTD19NO SCALEKEYNOTES:1.SHEATHING MATERIAL2.DOUBLE STUDS AT EACH END OFSHEARWALL, EDGE NAIL ALONGDOUBLE STUDS3.FULL HEIGHT WOOD STUDS4.BOTTOM PLATE ATTACHMENT5.SIMPSON STHD TYPE HOLDOWN6.MIDHEIGHT BLOCKING AND EDGENAILING REQUIRED7.SIMPSON "PHD" TYPE HOLDOWN8.FINISHED FLOOR9.CONT 2x PT SOLE PLATE136874529NOTE:A.MINIMUM STAPLING SPECIFIED HEREINSHALL BE PROVIDED UNLESS NOTEDOTHERWISE ON PLANS, DETAILS ORGENERAL STRUCTURAL NOTES8d COMMON AT 12" O.C.16 GA STAPLE AT 12" O.C.ALTERNATE FASTENER SCHEDULEALTERNATE FASTENERSPECIFIED FASTENER8d COMMON AT 6" O.C.8d COMMON AT 4" O.C.15 GA STAPLE AT 12" O.C.14 GA STAPLE AT 12" O.C.13 GA STAPLE AT 12" O.C.16 GA STAPLE AT 4" O.C.15 GA STAPLE AT 5" O.C.14 GA STAPLE AT 6" O.C.13 GA STAPLE AT 6" O.C.13 GA STAPLE AT 5" O.C.14 GA STAPLE AT 4" O.C.15 GA STAPLE AT 3" O.C.16 GA STAPLE AT 2.5" O.C.15 GA STAPLE AT 2" O.C.14 GA STAPLE AT 3" O.C.13 GA STAPLE AT 4" O.C.8d COMMON AT 3" O.C.MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHINGNOTES:1.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 716" INCHOUTSIDE DIMENSION. AND INSTALLED WITH CROWN PARALLELTO THE LONG DIMENSION OF FRAMING MEMBER.2.FRAMING SHALL BE 3X OR WIDER WHEN NAIL SPACING IS LESSTHAN 3 INCHES ON CENTER.3.ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.4.STAPLE SIZES AND SPACING PER REPORT NO. ICC-ESR-1539T3 ALTERNATE SHEATHING STAPLE OPTIONTD32NO SCALENO SCALET6 PORTAL-FRAMETD358.2x BLOCKING AT PANEL SPLICESWITHIN MIDDLE 24" OF PORTALHEIGHT. 1 ROW OF 8d NAILS AT 3"O.C. EACH PANEL EDGE9.TRIMMER(S) AND KING STUD(S) PERPLAN10.HOLDOWN (EMBEDDED INCONCRETE AND NAILED TOFRAMING)11.(2) 2x SOLE PLATE W/ (1) 58"ØANCHOR BOLT12.2 ROWS OF 16d NAILS AT 3" O.C.13.CONCRETE WALL14.FLOOR FRAMING, SEE PLAN15.CONT 2x PT SOLE PLATEKEYNOTES:1.716" APA RATED SHEATHING2.DBL 2x TOP PLATE3.8d NAILING AT 3" GRID ON BEAM ASSHOWN4.WOOD HEADER PER PLAN (MIN3"x1114")5.STRAP TRIMMER TO JACK-STUDWITH MSTC40 (OPPOSITESHEATHING)6.2x WOOD FRAMING7.MIN 2"x4" FRAMING W/ MIN 38" WOODSHEATHING W/ 8d NAILS AT 3" O.C.ALL FRAMING7255521111810138115936431210101010810142' TO 18' ROUGH WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL12' MAX TOTAL WALL HEIGHT
10' MAX HEIGHT PONY WALL
HEIGHT
EXTENT OF HEADER W/ DOUBLE PORTAL FRAMES (2 BRACED WALL PANELS)EXTENT OF HEADER W/ SINGLE PORTAL FRAME (1 BRACED WALL PANELS)15TWEBB CONSTRUCTION
WELLS RESIDENCE
PINE BROOK ESTATES SUBDIVISION
DIV. NO. 2, BLOCK NO. 4, LOT NO. 14
MADISON COUNTY, IDAHOTHESE CALCULATIONS AND ASSOCIATED PLANS ARE BEING PROVIDED TO ADDRESS ELEMENTS OF THE STRUCTURAL SYSTEMS THAT DO NOT CONFORM TO THE PRESCRIPTIVE METHODS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC). WE HAVE NOT REVIEWED THE DRAWINGS FOR COMPLIANCE WITH THE IRC. THE INFORMATION REGARDING ELEMENTS THAT DO NOT CONFORM TO THE IRC HAS BEEN GIVEN TO US BY OTHERS. AS ALLOWED BY THE IRC SECTION R301.1, WE HAVE ONLY ADDRESSED THE SPECIFICALLY REQUESTED ELEMENTS. THESE ELEMENTS ARE: THESE ELEMENTS ARE: 1. GRAVITY AND LATERAL SHEARWALL DESIGN OF THE GARAGE.llsation Walls10/19/202110/19/2021
PROJECT MANAGER:CAD OPERATOR:DATE:JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5CURRENT REV.This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.comS2.008/11/21
TJWBFBIF21-397
FOUNDATION AND MAIN FLOOR FRAMING PLAN
...
...
...
...
...
...
....SCALE:FOUNDATION & FIRST FLOOR FRAMING PLAN3/16" = 1'-0"A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.B.ALL SCHEDULED MARK DESIGNATIONS MAY NOTNECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARETYPICAL TO THIS PROJECT.FOUNDATION PLAN NOTESTHESE CALCULATIONS AND ASSOCIATED PLANS ARE BEING PROVIDED TO ADDRESS ELEMENTS OF THE STRUCTURAL SYSTEMS THAT DO NOT CONFORM TO THE PRESCRIPTIVE METHODS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC). WE HAVE NOT REVIEWED THE DRAWINGS FOR COMPLIANCE WITH THE IRC. THE INFORMATION REGARDING ELEMENTS THAT DO NOT CONFORM TO THE IRC HAS BEEN GIVEN TO US BY OTHERS. AS ALLOWED BY THE IRC SECTION R301.1, WE HAVE ONLY ADDRESSED THE SPECIFICALLY REQUESTED ELEMENTS. THESE ELEMENTS ARE: THESE ELEMENTS ARE: 1. GRAVITY AND LATERAL SHEARWALL DESIGN OF THE GARAGE.ation Planllsation Walls Main TYPe by 5'0" Tall) Door same Double Hungixed or PicturessGE FOR ALLNTS AND12
3
4
6Up
5
7
9
8
10
12
11
13
14
15
2668
2668 24682468246824682x6 WallsLN3068WICWICUnfinishedBedroom 320'-10" x 12'-0"10 CFM Fresh AirSmoke DetectorUnfinishedBedroom 413'-0" x 17'-11"10 CFM Fresh AirSmoke DetectorFamilyRoom23'-4" x 36'-1"10 CFM Fresh AirStorageMech.3' Clearance in frontof FurnaceSeismic Strapsaround WH24682468LN3068WHWSFurnace4'-8"2'-8"4'28'-11"
8' Basement F. Walls20" Floor Truss Direction20" Floor Truss Direction20" Floor Truss Direction20" Floor Truss Direction20" Floor Truss Direction20" Floor Truss DirectionBath50 CFM5'2'-6"5'-11"
Unfinished4" Conc.Pour OverUndis
turbedSoil
34'7'-6"12'8'-6"4'15'-2"5'-6"15'-2"3'32'84'-4"3'Cut 3' for PassageOpening withReq. BlockingCut 9' for GarageDoor openingwith Req. BlockingCut 9' for GarageDoor openingwith Req. BlockingCut 3' for PassageOpening withReq. Blocking73'-10"50'
16'6'2'-2"
58'-2"
4" Conc. Pour OverUndisturbed Soil10'-6"50'58'-2"6'6'19'25'10'-6"19'41'-10"20'21'-10"Center OfFooting4040 SVJ4040 SVJ7'-4"27'-8"6'-10"32'9'23'4040 SV3'-2"6'-2"7'5'-11"32'-1"4'-10"2'5'-8"2'16'-10"17'-8"13'-2"6'-4"13'-10"21'-8"4'
1'-2"
1'9'-6"8'-2"Duct ChaseSCMSpot
Footing
C. , , , -AS SHOWN ON PLAN INDICATES ASHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALLLENGTH.D. , , - AS SHOWN ON PLAN INDICATES A SHEARWALLHOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FORADDITIONAL INFORMATION.56.7ABPROVIDE CONTINUOUS BEARING FOR ALL POSTS ANDBUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLIDBLOCKING BETWEEN FLOORS" DETAIL.F.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE"5" SHEARWALLS, UNO.E.SHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARKSHEATHING MATERIALEDGE NAILINGFIELD NAILINGBOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.716" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.56.716" APA RATEDSHEATHINGSEE PORTALFRAME DETAILSEE PORTALFRAME DETAIL(1) 58"Ø MIN W/ 14"x3"x3" PLATEWASHERSPFSHEARWALL HOLDOWN SCHEDULEMARKHOLDOWNSHEARWALLEND POSTUNO ON PLANALTERNATEHOLDOWNA(2) 2x STUDSN/ASIMPSON STHD14NOT IN SCOPE2x6 BEARING WALL W/STUDS AT 16" OC(2) 2x6 TS, (2) 2x6 KSPF5PFPF5
6.6.
5
AAAAA5(2) 2x6, TYP2x6 BEARING WALL W/STUDS AT 16" OC2x6 BEARING WALL W/STUDS AT 16" OC2x6 BEARING WALL W/STUDS AT 16" OC2x6 BEARING WALL W/STUDS AT 16" OCTWEBB CONSTRUCTION
WELLS RESIDENCE
PINE BROOK ESTATES SUBDIVISION
DIV. NO. 2, BLOCK NO. 4, LOT NO. 14
MADISON COUNTY, IDAHO (2) 2x6 TS, (2) 2x6 KS(2) 2x6 TS, (2) 2x6 KS(2) 2x6 TS, (2) 2x6 KS(2) 2x6 TS, (2) 2x6 KSA10/19/202110/19/2021
PROJECT MANAGER:CAD OPERATOR:JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5CURRENT REV.This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.comS2.1
TJWBFBIF21-397
ROOF FRAMING PLAN
...
...
...
...
...
...
....SCALE:ROOF FRAMING PLAN3/16" = 1'-0"DATE:08/11/21ROOF FRAMING PLAN NOTESA.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILYBE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THISPROJECT.C.IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.D. , , , -AS SHOWN ON PLAN INDICATES ASHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALLLENGTH.E.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OFFRAMING CONDITION.F.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5"SHEARWALLS, UNO.56.7SHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARKSHEATHING MATERIALEDGE NAILINGFIELD NAILINGBOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.716" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.56.716" APA RATEDSHEATHINGSEE PORTALFRAME DETAILSEE PORTALFRAME DETAIL(1) 58"Ø MIN W/ 14"x3"x3" PLATEWASHERSPFG.CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS, PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL. PLAN KEYNOTESXn Floor"=1'-0" 36"x24" Size Paperuts:s 3'0" wide by 5'0" Tall) Door sameDH is Double HungF is Fixed or Pictureafety Glasscuredor Wallsoundation Wallsch 9' Main TYPS PAGE FOR ALLREMENTS AND2x6 Wall2x6 Wall
26683068
2668306824682468266826682668266826682-3080 P11" Min.2668 PDW
9x9 OH Garage Door9x9 OH Garage Door4066 Case3068
1
2
3
4
5
6
7
12
3
4
6Up
3068
11" Min.T 4050 F4010 Tra4010 TraT 3050 Case3050 Case 3050 Case3080 F
3650 F4010 F
2668 Op
12080 Op
5068 BiPass 11" Min.41'-10"34'3'9'3'9'2'-6"3'2'-6"50'
16'6'
56'73'-10"50'6'56'3'15'-2"5'-6"15'-2"3'32'73'-10"6'-6"11'4'3'6'4'16'4'-6"4'-6"10'3'-6"3'-10"11'-2"3'-4"6'2668 Op
5'2'-6"3'5'-8"4'Piano Room13'-6" x 11'-2"10 CFM Fresh Air11' Flat CeilingDining16'-6" x 11'-6"10 CFM Fresh Air9' Flat CeilingKitchen16'-6" x 9'-0"100 CFM9' Flat CeilingWICBath50 CFMEntry12' CeilingMud/Laundry50 CFM 80 WHFMasterBedroom/117'-0" x 14'-6"10 CFM Fresh Air9' Flat CeilingSmoke DetectorBedroom 210'-2" x 12'-5"10 CFM Fresh Air9' Flat CeilingSmoke DetectorOffice10'-8" x 11'-3"10 CFM Fresh Air11' Flat CeilingGreat Room23'-4" x 18'-4"10 CFM Fresh Air11' Vaulted CeilingMasterBath50 CFM3068
4066 F RailingDn5
Line of Bonus Above11" Min.RaisedCoveredPatio11' CapCoveredPorch12' Cap8' HH8' HH
8' HH8' HH8' HHVaultVault19'
2
6
6
8 2668LN2'5016 Tra
5016 Tra
Pantry4666 F8' HH5030 Arch TraHose Bib H&C Hose Bib4666 FWDTall
Cabinet
32'10'
4066 F
8' HH
14'10'3'6'23'2610 Tra
3080 F 3080 Gls ØC GAS FP3'-6"2'2
6
6
82668 (2) 12x12 Post10'-6"7'-4"5'5'-10"10'2'-8"11'5'-10"5'-2"1'-10"8'-2"3'-1"2'-9"2'-6"2'-6"3'-6"3'-10"6'-5"24'-6"5'-10"13'-3"
2'15'7'-6"2'-11"3'-6"84'-4"6'-6"8'-8"2'-9"2'-9"8'-8"2'-10"3'-8"3080 w/12" SLS2'-2"9'-8"6'-4"18'-8"14'-6"10'-6"Hose Bib 6'-4"4'-2"2'10'-6"2'6'-6"3'3'6'-2"10'-6"84'-4"4'-4"20'-2"5'-8"4'-10"11'6'-8"17'-8"6'25'
6'-10"5'-7"
2x6 Wall
9'-9"4'1'10'-6"3'-6"6'-4"18'-2"6'-8"3'-1"9'-4"4'20'-6"12'-5"2'-4"DuctChase4'-10"CMSCMSSmallerFridgePF1(2) 1.75x11.88 LVL OR 5.125x12 GLB5(2) 2x8(2) 2x8HEADER IS CONTINUOUS OVER WALL AT PORTAL FRAME.1.THESE CALCULATIONS AND ASSOCIATED PLANS ARE BEING PROVIDED TO ADDRESS ELEMENTS OF THE STRUCTURAL SYSTEMS THAT DO NOT CONFORM TO THE PRESCRIPTIVE METHODS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC). WE HAVE NOT REVIEWED THE DRAWINGS FOR COMPLIANCE WITH THE IRC. THE INFORMATION REGARDING ELEMENTS THAT DO NOT CONFORM TO THE IRC HAS BEEN GIVEN TO US BY OTHERS. AS ALLOWED BY THE IRC SECTION R301.1, WE HAVE ONLY ADDRESSED THE SPECIFICALLY REQUESTED ELEMENTS. THESE ELEMENTS ARE: THESE ELEMENTS ARE: 1. GRAVITY AND LATERAL SHEARWALL DESIGN OF THE GARAGE.llsation WallsNOT IN SCOPE(2) 1.75x11.88 LVL OR 5.125x12 GLBPFPF5 (2) 2x8
6.6.
5 5TWEBB CONSTRUCTION
WELLS RESIDENCE
PINE BROOK ESTATES SUBDIVISION
DIV. NO. 2, BLOCK NO. 4, LOT NO. 14
MADISON COUNTY, IDAHO (2) 2x8(2) 2x8CS20
(2) 2x6 TS, (2) 2x6 KS(2) 2x6, TYP(2) 2x6 TS, (2) 2x6 KS(2) 2x6 TS, (2) 2x6 KS(2) 2x6 TS, (2) 2x6 KS(2) 2x6 TS, (2) 2x6 KSPROVIDE STRAPPING PER "TYPICAL STRAP AT OPENINGIN SHEARWALL" DETAIL.2.210/19/202110/19/2021