Reviewing and Inspecting Non-Structural ESD Stormwater Plans in Maryland.
STRUCTURAL PLANS FOR
Transcript of STRUCTURAL PLANS FOR
JC
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CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
DRFT
40 PSF LIVE LOAD30 PSF LIVE LOAD20 PSF LIVE LOAD20 PSF2000 PSF100 MPH EXPOSURE B
CODE:FLOORSSLEEPING AREASROOFUNINHABITABLE ATTICASSUMED SOIL BEARINGWIND
PLAN RELEASE / REVISIONS
ENGINEERING DESIGN LOADS
REV. DATE REVISION DESCRIPTION
2012 NC RESIDENTIAL BUILDING CODE
ENGINEERING OF RECORD
ARCH PLAN VERSION
NOTE1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTS ONLY. ENGINEER'S SEAL DOES NOT CERTIFY DIMENSIONAL ACCURACY OR ARCHITECTURAL LAYOUT INCLUDING ROOF GEOMETRY. JDS CONSULTING & DESIGN, PLLC ASSUMES NO LIABILITY FOR CHANGES MADE TO THESE PLANS BY OTHERS, OR FOR CONSTRUCTION METHODS, OR FOR ANY DEVIATION FROM THE PLANS. ENGINEER TO BE NOTIFIED PRIOR TO CONSTRUCTION IN ANY DISCREPANCIES ARE NOTED ON THE PLANS.
2. ALL CONSTRUCTION, WORKMANSHIP, MATERIAL QUALITY AND SELECTION SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODE - RESIDENTIAL CODE 2012 EDITION FROM THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC). DIMENSIONS SHALL GOVERN OVER SCALE AND CODE SHALL GOVERN OVER DIMENSIONS.
3. THESE PLANS ARE ISSUED FOR A CONDITIONAL ONE USE FOR THE LOT OR ADDRESS SPECIFIED ON THE TITLE BLOCK. PLANS MUST HAVE SIGNED SEAL AND BE CONSTRUCTED ON SPECIFIC LOT OR ADDRESS TO BE VALID.
STRUCTURAL PLANS FOR:
JDS CONSULTING & DESIGN, PLLCENGINEERING, BUILDING DESIGN, & CONSTRUCTIONCONSULTING SERVICES8600 "D" JERSEY COURTRALEIGH, NC 27617FIRM LIC. NO: P-0961;PROJECT REFERENCE: 18900926
DBC 1.1- RIGHT HAND KITCHEN
01/14/2014 INITIAL PRELIMINARY DRAWING JDMMEAINITIAL STRUCTURAL DRAWING SETUP01/22/2014MEASTRUCUTRAL LAYOUT01/22/2014
STRUCTURAL REVIEW01/23/2014 WTSWTSPLAN UPDATE AND STRUCTURAL REVISION01/28/2014
STRUCTURAL REVIEW OF I-JOIST AND PRELIMINARY TRUSS LAYOUTS01/31/2014 GESPRELIMINARY LAYOUT OF MASTER DOWN OPTION02/21/2014 GESREVISE 1ST FOR 1
2 BATH FINALIZE PLAN03/10/2014 WTS140129-DBC1.1WTS140129-DBC1.1
GESGESREVISE 2ND FLR FOR BATH DOORS / HALL - FINALIZE PLAN03/10/2014 WTS140129-DBC1.1
REVIEW PLAN WITH REVISIONS03/17/2014 WTS140129-DBC1.1 WTSCHANGED PLAN FORMAT TO 11X17 1/8" SCALE03/18/2014 WTS140129-DBC1.1 GES
WTS140129-DBC1.106/12/2018 CLIENT REQUESTED UPDATES 06/06/2018 AWC
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PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
CONSTRUCTION
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALLDIMENSIONS PRIOR TO CONSTRUCTION. FURTHERMORE,CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR CONSTRUCTIONMEANS, METHODS, AND SAFETY ON SITE. NOTIFY JDS CONSULTING& DESIGN, PLLC IMMEDIATELY IF DISCREPANCIES ON PLAN EXIST.
2. ALL BEAMS TO BE CONTINUOUSLY SUPPORTED LATERALLY ANDSHALL BEAR FULL WIDTH ON THE SUPPORTING WALLS ORCOLUMNS INDICATED WITH A MINIMUM OF THREE STUDS U.N.O.
3. SOLID BLOCKING TO BE PROVIDED AT ALL POINT LOADSTHROUGH FLOOR LEVELS TO THE FOUNDATION OR TO OTHERSTRUCTURAL COMPONENTS.
4. ALL ENGINEERED WOOD PRODUCTS (LVL, PSL, LSL, ETC.) SHALLBE INSTALLED WITH CONNECTIONS PER MANUFACTURERSPECIFICATIONS.
5. ENGINEERED WOOD FLOOR SYSTEMS AND ROOF TRUSS SYSTEMSTO BE PROVIDED FOR REVIEW AND COORDINATED WITH THESEALED STRUCTURAL DRAWINGS. INSTALLATION TO BE INACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ROOFTRUSS DRAWINGS TO BE SIGNED AND SEALED BY THEMANUFACTURER.
6. REFER TO I-JOIST EQUIVALENCE CHART ON I-JOIST DETAIL SHEETFOR SUBSTITUTION OF MANUFACTURER SERIES
7. WALLS SHALL BE BRACED PER IRC SECTION R602.10 - WALLBRACING, INCLUDING ASSOCIATED TABLES AND FIGURES.
(FOR 130 MPH: WALLS SHALL BE BRACED ACCORDING TO SECTIONR4506.2 AND R602.10 - CODE AND COMMENTARY FOR 2012 NCRESIDENTIAL CODE (FINAL 03-06-2013: EFFECTIVE DATESEPTEMBER 1, 2013.))
NOTE THAT THE BRACING AS SPECIFIED ON THE PLANS IS BASEDON THE PRESCRIPTIVE BRACING REQUIREMENTS OF THE CODEAND SHALL BE VERIFIED AND/OR APPROVED BY THE CODEOFFICIAL.
SEISMIC DESIGN SHALL BE PER IRC SECTION R301.2.2 - SEISMICPROVISIONS, INCLUDING ASSOCIATED TABLES AND FIGURES,BASED ON LOCAL SEISMIC DESIGN CATEGORY.
8. ALL STEEL BEAMS TO BE SUPPORTED AT EACH END WITH A MINBEARING LENGTH OF 3 1/2" AND FULL FLANGE WIDTH UNO.BEAMS MUST BE ATTACHED AT EACH END WITH A MINIMUM OFFOUR 16d NAILS OR TWO 1/2" x 4" LAG SCREWS UNO.
9. STEEL FLITCH BEAMS TO BE BOLTED TOGETHER USING (2) ROWSOF 1/2" DIAMETER BOLTS (ASTM 307) WITH WASHERS PLACEDUNDER THE THREADED END OF THE BOLT. BOLTS TO BE SPACEDAT 24" OC (MAX), AND STAGGERED TOP AND BOTTOM OF BEAM (2"EDGE DISTANCE), WITH TWO BOLTS TO BE LOCATED AT 6" FROMEACH END OF FLITCH BEAM.
10. ALL METAL HANGERS, STRAPS, AND HOLD-DOWNS TO BESIMPSON STRONG-TIE OR EQUIV.
11. SEE IRC TABLE R602.3(1) FOR STRUCTURAL MEMBER FASTENINGREQUIREMENTS.
* FOR QUEEN BRICK: LINTELS AT THIS CONDITIONMAY BE 5"x3-1/2"x5/16"
NOTE: BRICK LINTELS AT SLOPED AREAS TO BE 4"x3-1/2"x1/4"STEEL ANGLE WITH 16D NAILS IN 3/16" HOLES IN 4" ANGLE LEGAT 12" OC TO TRIPLE RAFTER. WHEN THE SLOPE EXCEEDS 4:12A MINIMUM OF 3"x3"x1/4" PLATES SHALL BE WELDED AT 24" OCALONG THE STEEL ANGLE.
8" (MIN. @ EACH END)
END BEARING LENGTH
OVER 72"L6"x4"x5/16"* (LLV) ATTACH LINTEL w/ 1/2"THRU BOLT @ 12" OC, 3" FROM EACH END
L6"x4"x5/16"* (LLV)UP TO 72"
8" (MIN. @ EACH END)L3-1/2"x3-1/2"x1/4"UP TO 42"
BRICK VENEER LINTEL SCHEDULE
STEEL ANGLE SIZESPAN
4. TRUSS LAYOUT AND PLACEMENT BY MANUFACTURER TOCOINCIDE WITH THE SUPPORT LOCATIONS SHOWN. TRUSSPROFILES SHALL BE SEALED BY THE TRUSS MANUFACTURER.TRUSS PLANS TO BE COORDINATED WITH THE SEALEDSTRUCTURAL DRAWINGS. INSTALLATION SHALL BE INACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
5. MFTR TO PROVIDE REQUIRED UPLIFT CONNECTION.
6. PROVIDE H2.5A OR EQUIVALENT AT EACH RAFTER TO TOP PLATECONNECTION (UNO) AT OVER-FRAMED AREAS.
7. UPLIFT CONNECTION TO BE CARRIED THRU TO FLOOR SYSTEM.
8. CENTERS OF PIERS TO BEAR IN THE MIDDLE THIRD OF THEFOOTINGS, AND GIRDERS SHALL CENTER IN THE MIDDLE THIRD OFTHE PIERS.
9. ALL FOOTINGS TO HAVE MINIMUM 2" PROJECTION ON EACH SIDEOF FOUNDATION WALLS.
ABBREVIATIONS
ABV ABOVEAFF ABOVE FINISHED FLOORALT ALTERNATEBK BREAKBRG BEARINGBSMT BASEMENTCANT CANTILEVERCJ CEILING JOISTCLG CEILINGCMU CONCRETE MASONRY UNITCO CASED OPENINGCOL COLUMN
CONC CONCRETECONT CONTINUOUSD CLOTHES DRYERDBL DOUBLEDIAM DIAMETERDISP GARBAGE DISPOSALDJ DOUBLE JOISTDN DOWNDP DEEPDR DOUBLE RAFTERDSP DOUBLE STUD POCKETDT DOUBLE TRUSSEA EACHEE EACH END
EQ EQUALEX EXTERIORFAU FORCED-AIR UNITFDN FOUNDATIONFF FINISHED FLOORFL PT FLAT PLATEFLR FLOOR(ING)FP FIREPLACEFTG FOOTINGHB HOSE BIBBHDR HEADERHGR HANGERJS JACK STUD COLUMNKS KING STUD COLUMN
LVL LAMINATED VENEERLUMBER
MAX MAXIMUMMC MEDICINE CABINETMECH MECHANICALMFTR MANUFACTURERMIN MINIMUMNTS NOT TO SCALEOA OVERALLOC ON CENTERPT PRESSURE TREATEDR RISERRA RETURN AIR (GRILLE)REF REFRIGERATOR
RFG ROOFINGRO ROUGH OPENINGRS ROOF SUPPORTSC STUD COLUMNSF SQUARE FOOT (FEET)SH SHELF / SHELVESSHTG SHEATHINGSHW SHOWERSIM SIMILARSJ SINGLE JOISTSP STUD POCKETSPEC'D SPECIFIEDSQ SQUARET TREAD
TC TRASH COMPACTORTEMP TEMPERED GLASSTHK THICK(NESS)TJ TRIPLE JOISTTOC TOP OF CURB / CONCRETETR TRIPLE RAFTERTYP TYPICALUNO UNLESS NOTED
OTHERWISEW CLOTHES WASHERWH WATER HEATERWWF WELDED WIRE FABRICXJ EXTRA JOIST
GENERAL NOTES
1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTS ONLY.ENGINEER'S SEAL DOES NOT CERTIFY DIMENSIONAL ACCURACYOR ARCHITECTURAL LAYOUT, INCLUDING ROOF GEOMETRY. JDSCONSULTING & DESIGN, PLLC ASSUMES NO LIABILITY FORCHANGES MADE TO THESE PLANS BY OTHERS, OR FORCONSTRUCTION METHODS, OR FOR ANY DEVIATION FROM THEPLANS. ENGINEER TO BE NOTIFIED PRIOR TO CONSTRUCTION IFANY DISCREPANCIES ARE NOTED ON THE PLANS.
2. DIMENSIONS SHALL GOVERN OVER SCALE, AND CODE SHALLGOVERN OVER DIMENSIONS.
3. PLANS MUST HAVE SIGNED SEAL AND BE CONSTRUCTED ONSPECIFIED LOT OR ADDRESS TO BE VALID.
STRUCTURAL ROOF NOTES - STICK FRAMED
1. PROVIDE 2x4 COLLAR TIES AT 48" OC AT UPPER THIRD OFRAFTERS UNO ON PLAN.
2. FUR RIDGES FOR FULL RAFTER CONTACT
3. PROVIDE CONTINUOUS BLOCKING THROUGH STRUCTURE FOR ALLPOINT LOADS.
4. DENOTES OVER-FRAMED AREA
5. MIN. 7/16" OSB ROOF SHEATHING
6. PROVIDE 2X4 RAFTER TIES AT 16" OC AT 45° BETWEEN RAFTERSAND CEILING JOISTS. USE (4) 16D NAILS AT EACH CONNECTION.RAFTER TIES MAY BE SPACED AT 48" OC AT LOCATIONS WHERENO KNEE WALLS ARE INSTALLED.
STRUCTURAL ROOF NOTES - TRUSSED
1. PROVIDE CONTINUOUS BLOCKING THROUGH STRUCTURE FOR ALLPOINT LOADS.
2. DENOTES OVER-FRAMED AREA
3. MIN. 7/16" OSB ROOF SHEATHING
MATERIALS
1. INTERIOR / TRIMMED FRAMING LUMBER SHALL BE #2 SPRUCE PINEFIR (SPF) WITH THE FOLLOWING DESIGN PROPERTIES (#2 SYP MAYBE SUBSTITUTED):
Fb = 875 PSI Fv = 70 PSI E = 1.4E6 PSI
2. FRAMING LUMBER EXPOSED TO WEATHER OR IN CONTACT WITHTHE GROUND, CONCRETE, OR MASONRY SHALL BE PRESSURETREATED #2 SOUTHERN YELLOW PINE (SYP) WITH THE FOLLOWINGDESIGN PROPERTIES:
Fb = 975 PSI Fv = 95 PSI E = 1.6E6 PSI
3. LVL STRUCTURAL MEMBERS TO BE LAMINATED VENEER LUMBERWITH THE FOLLOWING MINIMUM DESIGN PROPERTIES:
Fb = 2600 PSI Fv = 285 PSI E = 1.9E6 PSI
4. PSL STRUCTURAL MEMBERS TO BE PARALLEL STRAND LUMBERWITH THE FOLLOWING MINIMUM DESIGN PROPERTIES:
Fb = 2900 PSI Fv = 290 PSI E = 2.0E6 PSI
5. LSL STRUCTURAL MEMBERS TO BE LAMINATED STRAND LUMBERWITH THE FOLLOWING MINIMUM DESIGN PROPERTIES:
Fb = 2250 PSI Fv = 400 PSI E = 1.55E6 PSI
6. STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL CONFORM TOASTM A36. Fy = 50 KSI
7. REBAR SHALL BE DEFORMED STEEL CONFORMING TO ASTM A615GRADE 60.
8. POURED CONCRETE TO BE MINIMUM 3000 PSI AT 28 DAYS.MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLY WITHTHE APPLICABLE STANDARDS LISTED IN ACI 318 OR ASTM C 1157.
9. CONCRETE SUBJECT TO MODERATE OR SEVERE WEATHERINGPER IRC TABLE R301.2(1) SHALL BE AIR ENTRAINED PER IRCTABLE R402.2.
10. MASONRY UNITS SHALL CONFORM TO ACI 530/ASCE 5/TMS 402AND MORTAR SHALL COMPLY WITH ASTM C 270.
STRUCTURAL FRAMING NOTES
1. ALL FRAMING TO BE #2 SPF MINIMUM. #2 SYP MAY BESUBSTITUTED.
2. ALL BEARING HEADERS TO BE (2) 2x6 SUPPORTED W/ MIN (1) JACKAND (1) KING EACH END UNO.
3. ALL NON-BEARING HEADERS TO BE (2) 2x4 UNO.
4. PROVIDE CONTINUOUS BLOCKING THROUGH STRUCTURE FOR ALLPOINT LOADS.
5. ALL HANGERS AND CONNECTORS SPECIFIED ARE TO BE SIMPSONSTRONG TIE OR EQUIVALENT.
6. ALL BEAMS SPECIFIED ARE MINIMUM SIZES ONLY. LARGERMEMBERS MAY SUBSTITUTED AS NEEDED FOR EASE OFCONSTRUCTION.
7. ALL EXTERIOR WALLS TO BE FULLY SHEATHED WITH 7/16" OSB
8. FRONT PORCH COLUMNS TO BE MIN. 4X4 PT ATTACHED AT TOPAND BOTTOM USING SIMPSON (OR EQUIV) COLUMN BASE OR SSTA24 BRACKETS. TRIM OUT PER BUILDER.
9. REAR PORCH COLUMNS TO BE MIN. 4X4 PT ATTACHED AT BOTTOMUSING SIMPSON (OR EQUIV) ABA44 AND AT TOP USING CS 16STRAPPING (12" MIN.) TO PORCH HEADER/BAND.
10. WHEN A 4 PLY LVL IS USED, ATTACH WITH (1) 1/2" Ø BOLT 12" OCSTAGGERED TOP AND BOTTOM, 1 1/2" MIN. FROM ENDS.ALTERNATE ATTACHMENT EQUIVALENT METHOD MAY BE USEDSUCH AS SDS OR TRUSSLOK SCREWS ( SEE MANUFACTURER'SSPECIFICATIONS)
BALLOON WALL FRAMING SCHEDULE
MAX HEIGHT (PLATE TO PLATE)FRAMING MEMBER SIZE 100 MPH WIND 130 MPH WIND
2x4 @ 16" OC 10'-0" 10'-0"2x4 @ 12" OC 12'-0" 12'-0"
2x6 @ 16" OC 15'-0" 14'-0"2x6 @ 12" OC 17'-9" 16'-0"
2x8 @ 16" OC 19'-0" 18'-0"2x8 @ 12" OC 22'-0" 20'-0"
(2) 2x4 @ 16" OC 14'-6" 14'-0"(2) 2x4 @ 12" OC 17'-0" 16'-0"
(2) 2x6 @ 16" OC 21'-6" 20'-0"(2) 2x6 @ 12" OC 25'-0" 23'-0"
(2) 2x8 @ 16" OC 27'-0" 25'-0"(2) 2x8 @ 12" OC 31'-0" 28'-0"
a. ALL HEIGHTS ARE MEASURED SUBFLOOR TO TOP OF WALL PLATE.
b. WHEN SPLIT-FRAMED WALLS ARE USED FOR HEIGHTS OVER 12',THE CONTRACTOR SHALL ADD MIN. 6' OF CS16 COIL STRAPPING(FULLY NAILED) CENTERED OVER THE WALL BREAK.
c. FINGER-JOINTED MEMBERS MAY BE USED FOR CONTINUOUSHEIGHTS WHERE TRADITIONALLY MILLED LUMBER LENGTHS ARELIMITED.
FOUNDATION
1. MINIMUM ALLOWABLE SOIL BEARING CAPACITY IS ASSUMED TOBE 2000 PSF. IT IS THE CONTRACTOR'S RESPONSIBILITY TOVERIFY SOIL BEARING CAPACITY IF UNSATISFACTORY CONDITIONSEXIST.
2. CONCRETE FOUNDATION WALL DESIGNS SHALL BE SELECTEDAND CONSTRUCTED PER THE PROVISIONS OF IRC SECTIONR404.1.2 - CONCRETE FOUNDATION WALLS, INCLUDINGASSOCIATED TABLES AND FIGURES. MASONRY FOUNDATIONWALL DESIGNS SHALL BE SELECTED AND CONSTRUCTED PER THEPROVISIONS OF IRC SECTION R404.1.1 - DESIGN OF MASONRYFOUNDATION WALLS, INCLUDING ASSOCIATED TABLES ANDFIGURES.
3. FOUNDATION WALLS SHALL HAVE PERMANENT LATERALSUPPORT AT TOP AND BOTTOM.
4. REINFORCING SHALL BE PLACED PER THE IRC TABLES(REINFORCING MAY NOT BE CENTERED).
5. FOUNDATION DRAINAGE PER IRC SECTION R405 SHALL BEPROVIDED.
6. WALLS SHALL BE ANCHORED TO CONTINUOUS FOUNDATIONS PERIRC SECTION R403.1.6 - FOUNDATION ANCHORAGE.
7. THE UNSUPPORTED HEIGHT OF SOLID MASONRY PIERS SHALL NOTEXCEED TEN TIMES THEIR LEAST DIMENSION . UNFILLED HOLLOWPIERS MAY BE USED IF THE UNSUPPORTED HEIGHT IS NOT MORETHAN FOUR TIMES THEIR LEAST DIMENSION.
COMPONENT AND CLADDING LOADS, INCLUDING THOSE FOR DOORSAND WINDOWS, SHALL BE DERIVED FROM IRC TABLES R301.2(2) ANDR301.2(3) FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 35 FEET,LOCATED IN EXPOSURE B.
DESIGN LOADS
IRC TABLE R301.5 LIVE LOAD (PSF)DWELLING UNITS 40SLEEPING ROOMS 30ATTICS WITH STORAGE 20ATTICS WITHOUT STORAGE 10ROOF SNOW 20STAIRS 40DECKS 40EXTERIOR BALCONIES 60PASSENGER VEHICLE GARAGES 50FIRE ESCAPES 40GUARDRAILS AND HANDRAILS 200 (pounds, concentrated)
113 Dunstan Ave
ATTIC AREA VENTILATION CALCULATIONS
SQ FT 1008 150 6.72 SF NET FREE AREA REQ
RIDGE VENT 30 LF X 18 sq in lineal foot 3.75 sf providedSOFFIT VENT 60 LF X 7.53 sq in lineal foot 3.14 sf provided
Total Net Free Area Provided 6.89 sf provided
CRAWL SPACE VENTILATION CALCULATIONS
SQ FT 1008 150 6.72 SF NET FREE AREA REQ
FOUND VENT 20 8X16 vent (50 sq in) 6.94 sf provided0.35
JC
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NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
North CarolinaINSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
(note a)
CLIMATEZONE
FENESTRATIONU-FACTOR(notes b, l)
SKYLIGHTU-FACTOR
(note b)
GLAZEDFENESTRATION
SHGC(notes b, e, m)
CEILINGR-VALUE(note k)
WOODFRAME WALLR-VALUE(note e)
MASSWALL
R-VALUE(note i)
FLOORR-VALUE
BASEMENTWALL
R-VALUE(note c)
SLABR-VALUE
AND DEPTH(note d)
CRAWLSPACEWALL
R-VALUE(note c)
3 0.35 0.65 0.30 30 13 5/10 1910/13
(note f) 0 5/13
4 0.35 0.60 0.3038 or 30
cont.(note j)
1513 + 2.5(note h)
5/10 19 10/13 10 10/13
5 0.35 0.60 NR38 or 30
cont.(note j)
15, 13 + 5,or 15 + 3
(notes e, h)13/17
30(note g) 10/13 10 10/13
a. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC AREMAXIMUMS.
b. THE FENESTRATION U-FACTOR COLUMN EXCLUDESSKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZEDFENESTRATION.
c. "10/13" MEANS R-10 CONTINUOUS INSULATED SHEATHING ONTHE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITYINSULATION AT THE INTERIOR OF THE BASEMENT WALL ORCRAWL SPACE WALL.
d. FOR MONOLITHIC SLABS, INSULATION SHALL BE APPLIEDFROM THE INSPECTION GAP DOWNWARD TO THE BOTTOM OFTHE FOOTING OR A MAXIMUM OF 18 INCHES BELOW GRADE,WHICHEVER IS LESS. FOR FLOATING SLABS, INSULATIONSHALL EXTEND TO THE BOTTOM OF THE FOUNDATION WALLOR 24", WHICHEVER IS LESS. R-5 SHALL BE ADDED TO THEREQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS.
e. R-19 FIBERGLASS BATTS COMPRESSED AND INSTALLED IN ANOMINAL 2x6 FRAMING CAVITY IS DEEMED TO COMPLY.FIBERGLASS BATTS RATED R-19 OR HIGHER COMPRESSEDAND INSTALLED IN A 2x4 WALL IS NOT DEEMED TO COMPLY.
f. BASEMENT WALL INSULATION IS NOT REQUIRED INWARM-HUMID LOCATIONS AS DEFINED BY FIGURE N1101.2(1)AND (2) AND TABLE N1101.2.
g. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-19 MINIMUM.
h. "13 + 5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATEDSHEATHING. "15 + 3" MEANS R-15 CAVITY INSULATION PLUS R-3INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS25 PERCENT OR LESS OF THE EXTERIOR, INSULATINGSHEATHING IS NOT REQUIRED WHERE STRUCTURAL
SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERSMORE THAN 25 PERCENT OF EXTERIOR, STRUCTURALSHEATHING SHALL BE SUPPLEMENTED WITH INSULATEDSHEATHING OF AT LEAST R-2. "13 + 2.5" MEANS R-13 CAVITYINSULATION PLUS R-2.5 SHEATHING.
i. FOR MASS WALLS, THE SECOND R-VALUE APPLIES WHENMORE THAN HALF THE INSULATION IS ON THE INTERIOR OFTHE MASS WALL.
j. R-30 SHALL BE DEEMED TO SATISFY THE CEILING INSULATIONREQUIREMENT WHEREVER THE FULL HEIGHT OFUNCOMPRESSED R-30 INSULATION EXTENDS OVER THE WALLTOP PLATE AT THE EAVES. OTHERWISE R-38 INSULATION ISREQUIRED WHERE ADEQUATE CLEARANCE EXISTS ORINSULATION MUST EXTEND TO EITHER THE INSULATIONBAFFLE OR WITHIN 1" OF THE ATTIC ROOF DECK.
k. TABLE VALUE REQUIRED EXCEPT FOR ROOF EDGE WHERE THESPACE IS LIMITED BY THE PITCH OF THE ROOF, THERE THEINSULATION MUST FILL THE SPACE UP TO THE AIR BAFFLE.
l. IN ADDITION TO THE EXEMPTION IN SECTION N1102.3.3, AMAXIMUM OF TWO GLAZED FENESTRATION PRODUCTASSEMBLIES HAVING A U-FACTOR NO GREATER THAN 0.55SHALL BE PERMITTED TO BE SUBSTITUTED FOR MINIMUMCODE COMPLIANT FENESTRATION PRODUCT ASSEMBLIESWITHOUT PENALTY.
m. IN ADDITION TO THE EXEMPTION IN SECTION N1102.3.3, AMAXIMUM OF TWO GLAZED FENESTRATION PRODUCTASSEMBLIES HAVING A SHGC NO GREATER THAN 0.70 SHALLBE PERMITTED TO BE SUBSTITUTED FOR MINIMUM CODECOMPLIANT FENESTRATION PRODUCT ASSEMBLIES WITHOUTPENALTY.
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CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
9'-1"
MAIN
CLG
. HG
T.
8'-1 1/2"
UP
PER
CLG
. HG
T.
7'-4
"WIN
DOW H
GT
6'-8"
WIN
DOW H
GT.
1'-2
3/4
"
FRONT ELEVATION - ASCALE: 1/8 = 1'-0"
LEFT ELEVATION - ASCALE: 1/8" = 1'-0"
REAR ELEVATION - ASCALE: 1/8" = 1'-0"
RIGHT ELEVATION - ASCALE: 1/8" = 1'-0"
1210
1210
412
412
PITCH CHAnge
ridge vent
ASPHALTSHINGLES OVER30# FELT OVER1/2" OSB OVERTRUSSES - PERROOF PLAN
HORIZONTAL SIDINGTYPICAL
8x8 WOOD COL.w/ BASE & CAP.
RAIL AS REQ'D
MASONRYFOUNDATION W/PARGE FINISH
8" TRIM BOARDw/ 2" CAP
4" CORNERBOARDS
6" FRIEZE w/ 2"REVEAL
6" FASCIA BOARD
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVERTRUSSES - PER ROOF PLAN
RAIL AS REQ'D
HORIZONTAL SIDINGTYPICAL
MASONRYFOUNDATION W/PARGE FINISH
8" TRIM BOARDw/ 2" CAP
4" CORNERBOARDS
4" WOOD TRIMTYPICAL
ridge vent
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVERTRUSSES - PER ROOF PLAN
HORIZONTAL SIDINGTYPICAL
6" FASCIA BOARD
4" CORNERBOARDS
6" FRIEZE w/ 2"REVEAL
6" FASCIA BOARD
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVER
TRUSSES - PER ROOF PLAN
RAIL AS REQ'D
HORIZONTAL SIDINGTYPICAL
1210
1210
412
412
8x8 WOOD COL.w/ BASE & CAP.
RAIL AS REQ'D
4x4 DECORATIVEPOST
1x trimmounding
8x8 WOOD COL.w/ BASE & CAP.
RAIL AS REQ'D
4x4 DECORATIVEPOST
1x trimmounding
8" TRIM BOARDw/ 2" CAP
4" CORNERBOARDS
6" FRIEZE
6" FASCIA BOARD
HORIZONTAL SIDINGTYPICAL
4" CORNERBOARDS
6" FRIEZE
6" FASCIA BOARD
HORIZONTAL SIDINGTYPICAL
MASONRYFOUNDATION W/PARGE FINISH
GLAZING CALCULATIONS - eLEVATION A1ST FLOOR = 111 SF OF GLAZING2ND FLOOR = 63 SF OF GLAZINGGLAZING AREA TOTAL = 174 SFtotal EXTERIOR WALL AREA = 1430 SFPERCENT OF GLAZING = 12.16%
RAIL TO MEET AM 111WHEN WALKING
SURFACE IS EQUALTO/GREATER THAN
30" ABOVE GRADE
RAIL TO MEET AM 111WHEN WALKING
SURFACE IS EQUALTO/GREATER THAN
30" ABOVE GRADE
RAIL TO MEET AM 111WHEN WALKING
SURFACE IS EQUALTO/GREATER THAN
30" ABOVE GRADE
RAIL TO MEET AM 111WHEN WALKING
SURFACE IS EQUALTO/GREATER THAN
30" ABOVE GRADE
RAIL TO MEET AM 111WHEN WALKING
SURFACE IS EQUALTO/GREATER THAN
30" ABOVE GRADE
RAIL TO MEET AM111 WHEN WALKING
SURFACE ISEQUAL
TO/GREATERTHAN 30" ABOVE
GRADE
JC
ON
SU
LTIN
G &
DE
SIG
NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CTRALEIGH, NC 27617
First Floor Heated Second Floor Heated Total Heated Porch
1008 Sq.Ft.436 Sq.Ft.1444 Sq.Ft.168 Sq.Ft.
SECOND FLOOR PLANSCALE: 1/8" = 1'-0"
REF.
RANG
E
28'-0"
4'-2"4'-10"10'-0"9'-0"
42'-0
"
42'-0
"
6'-0
"36'-0
"
15'-8"11'-4" 13'-8"
9'-4"
11'-8"
4'-6" 2'-0" 3'-6" 2'-2"
28'-0"
12'-0
"
8'-4 3
/4"
27'-7
1/4"
HALFWALL
10'-0
"
10'-0"
8"
living room
bedroom 3
dining
kitchen
bedroom 2
master suiteBATH
master bath
coats
1/2 BATH
5' tub/shr
6'-3"
5'-9"
8'-6"
20'-6"
9'-0"10'-0"9'-0"
28'-0"
2'-2"
5'-3"8'-9"8'-9"
6'-4"
FIRST FLOOR PLANSCALE: 1/8" = 1'-0"
5'-3"
deck / patio
2/8
UP
16R
T=9
.25
R=7
.73
STAIRSRAKE
COVERED PORCH
2-3/0x5/02-3/0x5/0
3/0
2/8
3/0x5/0
2-3/0
x5/0
2-3/0x3/0
5'-0"5'-0"36'-0
"
11'-8"
12'-0
"12'-4"
5'-8"
6'-0
"36'-0
"
3/0
x5/0
11'-8"
3'-10
"
36'-0
"
28'-0"
dn 16R
T=9
.25
R=7
.73
Rear Deck / Patio 100 Sq.Ft.
1. walls drawn @ 4" widths2. Clg hgt drawn @ 9'-1" aff3. set windows @ 7'-4" a.f.f. u.n.o.
1. walls drawn @ 4" widths2. Clg hgt drawn @ 8'-1 1/2" aff3. set windows @ 6'-8" a.f.f. u.n.o.
DW
8x8 COL
2/8FR
2-3/0x5/0
DSPDSP
DSPDSP
DSP
DSP
9'-4"
3'-8"
2/4
2/6 2/6
2/4
tub
/shwr
closetcloset
WD
2/0
x3/0
2/0
2/0
LINEN
CLOSET 2/0
3'-4" 2'-8" 5'-4"
2/8 C
O
6'-5"
4"
5'-5"
3'-4"
2'-4
"13
'-4"
6'-8" 4" 4'-8" 4" 3'-2" 4" 4'-8"
4"
7'-6"
3'-2" 4" 12'-2"11'-4" 4"
8'-2"
4"
11'-4"
4"
2'-1
"4"
2'-1
0"
4"
5'-0
"11'-4"
4"2'-1
"
4"
6'-0" 5'-0" 3'-2"
4"
3'-0" 5'-2"
2'-0
"
13'-4"
4"
8'-8"
4"
12'-8"
5'-8"
4"
5'-4"
4"
3'-2"
4"
12'-2"
2/0
2/0
4"
2'-4
"
4"
6'-2"
6"
6'-0
"
4"
9'-3"
2/4
RAIL TO MEET AM 111WHEN WALKING
SURFACE IS EQUALTO/GREATER THAN
30" ABOVE GRADE
RAIL TO MEET AM 111WHEN WALKING
SURFACE IS EQUALTO/GREATER THAN
30" ABOVE GRADE
atticaccess22"X30"
4"
JC
ON
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NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
ROOF PLANSCALE: 1/8" = 1'-0"
RIDGE
RIDGE VENT
12:10
12:10
4:12
4:12
18'-0
"
1'-0"
1'-0
"
6"
OH
OH
OH
ATTIC VENTILATION
THE TOTAL NET FREE VENTILATING AREA SHALL NOT BELESS THAN 1 TO 150 OF THE AREA OF THE SPACEVENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTEDTO BE REDUCED TO 1 TO 300 PROVIDED AT LEAST 50% AND
IS PROVIDED BY VENTILATORS LOCATED IN THE UPPERPORTION OF THE SPACE TO BE VENTILATED AT LEAST 3'ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OFTHE REQUIRED VENTILATION PROVIDED BY EAVE ORCORNICE VENTS
SQUARE FEET OF ATTIC / 150 =1008
6.72 SQUARE FEET OF NET FREE AREA REQUIRED
NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA
12:10
SLOPE CHANGE
JC
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NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
CRAWL SPACE FOUNDATION PLANSCALE: 1/8" = 1'-0"
CRAWL SPACE VENTILATION
THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALLNOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUAREFEET OF UNDERFLOOR SPACE AREA AND ONE SUCH OPENINGSHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING
EXCEPTION: THE TOTAL AREA OF VENTILATION MAY BEREDUCED TO 1/1500 OF THE UNDERFLOOR AREA WHERE THEGROUND SURFACE IS TREATED WITH AN APPROVED VAPORRETARDER MATERIAL AND THE REQUIRED OPENINGS AREPLACED SO AS TO PROVIDE CROSS-VENTILATION
SQ FT OF CRAWL SPACE AREA / 150 =1008
6.72 SQ FT OF NET FREE AREA REQUIRED
ROOF RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
28'-0"
52'-0
"
6'-0
"36
'-0"
52'-0
"
6'-0
"36
'-0"
PROVIDE 1/2" ANCHOR BOLTS AT TREATEDWOOD SILL PLATES WITH 7" EMBEDMENT ATMAXIMUM 6'-0" ON CENTER AND WITHIN 12"FROM THE ENDS OF EACH PLATE SECTION
FOUNDATION WALLS8" CMU BLOCK -or- 4"BRICK & 4" BLOCKWITH 8" SOLID CAP ON18"x8" CONTINUOUSCONCRETE FOOTING
MIN. 18"x24"ACCESS DOOR;32"x24" MIN. w/MECH. IN CRAWL(FIELD LOCATE)
16'-2"11'-10"
6'-7
"16'-2"11'-10"
10'-0"
8"
17'-4"
10'-0
"
10'-0
"
TYPICAL
#2 S
YP P
T2x
8 @
16"
o.c
.
5'-0"5'-0"
5'-1
1"7'
-7"
7'-7
"8'
-4"
TYPICALCONC FOOTINGON 16"x16"x8"6"x6" PT POST
TYPICAL
#2 S
YP P
T2x
6 @
16"
o.c
.
10'-0"8'-0"10'-0"
28'-0"
4X4 P.T. POST TOHOUSE FTG.
11 7/8" I-JOISTS BY MANUFACTURER
ALL GIRDERS(2) 1 3/4"x9 1/4" LVL(TYPICAL U.N.O.)
30"x30"x10" CONCFOOTING (TYPICAL U.N.O.)
8" SOLID CAP ON16"x16" CMU WITHALL PIERS
3k
3k
3.3k3.3k
5.3k4.9k
3'-4" 12'-10"
11'-1
0"
4X4 P.T.POST TOHOUSE FTG.
36"x36"x10"CONC FTG
2" X 10" PT BAND SECURED TOHOUSE W/ 5
8" THRU BOLTS @ 20" O.C.
2" X 10" PT BAND SECURED TOHOUSE W/ 5
8" THRU BOLTS @ 20" O.C.
4"X4" PT POST ON16"x16"x8" CONC.
FOOTING TYPICAL
2.8k4.1k
3k3k
#2 S
YP P
T2x
6 @
16"
o.c
.
JC
ON
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NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
STRUCTURAL FRAMING NOTES
1. REFER TO DETAILS SHEET DT1 FOR STRUCTURAL NOTESRELATING TO MINIMUM DESIGN LOADS, MATERIAL SPECS,CONSTRUCTION/FDN NOTES, AND ABBREVIATIONS KEY ANDOTHER MISC. PLAN INFORMATION.
2. ALL FRAMING TO BE #2 SPF MINIMUM.
3. ALL BEARING HEADERS TO BE (2) 2"x 6" SUPPORTED W/MIN. (1) JACK AND (1) KING EACH END U.NO.
4. INDICATES POINT LOAD PER CONSTRUCTION NOTE #6 ONSHEET DT1.
5. ALL HANGERS AND CONNECTORS SPEC'D ARE TO BESIMPSON STRONG TIE OR EQUIVALENT.
6. ALL BEAMS SPEC'D ARE MINIMUM SIZES ONLY. LARGERMEMBERS MAY SUBSTITUTED AS NEEDED FOR EASE OFCONSTRUCTION.
7. ALL EXTERIOR WALLS TO BE FULLY SHEATHED WITH 7/16"OSB
ROOF TRUSS / RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
FIRST FLOOR CEILING FRAMING PLANSCALE: 1/8" = 1'-0"
4X4 P.T.POST orEQUIV.,TYP.
2SC2SC
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(2) 2"x8" (2) 2"x8" (2) 2"x8"
(2) 2"x10" CONTINUOUS
2SC2SC
14" I-JOISTS BY MANUFACTURER
14" I-JOISTS BY MFTR
(1) 1 3/4" x 14" LVL (CONT)
(2) 1 3/4" x 14" LVL (CONTINUOUS)
(1) 1 3/4" x 14" LVL
(1) 1
3/4
" x
14"
LVL
2SC
(2) 2"x8" CONTINUOUS
3k2SC
2SC 3k
2.7k2.7k
(1) 1
3/4
" x
14"
LVL
3.2k3.2k
2SC
3.3k2SC
3.3k
5.3k4.9k 4SC
PORCH BEAMSTO BEAR IN
WALL FRAMINGTYPICAL
2.8k4.1k
(3) 1 3/4" x 14" LVL 3SC
3k2SC3k
4SC
JC
ON
SU
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G &
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SIG
NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
SECOND FLOOR CEILING FRAMING PLANSCALE: 1/8" = 1'-0"
STRUCTURAL FRAMING NOTES
1. REFER TO DETAILS SHEET DT1 FOR STRUCTURAL NOTESRELATING TO MINIMUM DESIGN LOADS, MATERIAL SPECS,CONSTRUCTION/FDN NOTES, AND ABBREVIATIONS KEY ANDOTHER MISC. PLAN INFORMATION.
2. ALL FRAMING TO BE #2 SPF MINIMUM.
3. ALL BEARING HEADERS TO BE (2) 2"x 6" SUPPORTED W/MIN. (1) JACK AND (1) KING EACH END U.NO.
4. INDICATES POINT LOAD PER CONSTRUCTION NOTE #6 ONSHEET DT1.
5. ALL HANGERS AND CONNECTORS SPEC'D ARE TO BESIMPSON STRONG TIE OR EQUIVALENT.
6. ALL BEAMS SPEC'D ARE MINIMUM SIZES ONLY. LARGERMEMBERS MAY SUBSTITUTED AS NEEDED FOR EASE OFCONSTRUCTION.
7. ALL EXTERIOR WALLS TO BE FULLY SHEATHED WITH 7/16"OSB
ROOF TRUSS / RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
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RS
RSRS
RS
(2) 2"x8" CONTINUOUS
JC
ON
SU
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G &
DE
SIG
NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
FIRST FLOOR WALL BRACINGSCALE: 1/8" = 1'-0"
WALL BRACE REQUIREMENTS
REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS SHORT SIDE = _________
PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS SHORT SIDE = _________
REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS LONG SIDE = _________
PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS LONG SIDE = _________
-MINIMUM PANEL WIDTH IS 24"-FIGURES BASED ON THE CONTINUOUS SHEATHING METHOD USING THE RECTANGLE CIRCUMSCRIBED AROUND THE FLOOR PLAN OR PORTION OF THE FLOOR PLAN. IF NO RECTANGLE IS NOTED THE STRUCTURE HAS BEEN FIGURED ALL WITHIN ONE RECTANGLE-PANELS MAY SHIFT UP TO 36" EITHER DIRECTION FOR EASE OF CONSTRUCTION (NAILING & BLOCK REQUIREMENTS STILL APPLY)-FOR ADDITIONAL WALL BRACING INFORMATION REFER TO WALL BRACE DETAIL SHEET DTWB (DTWB2 - HIGH WIND)
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970 POUNDS PERANCHOR WITH (12) 10d NAILS. STRAP TO BE LOCATED AT EDGE OFBRACED WALL PANEL.(CS16 STRAPPING MAY BE SUBSTITUTED w/SIMILAR LENGTH AND NAILING PATTERN)
24"WSP
SCALED LENGTHOF WALL PANELAT LOCATION
NUMERICALLENGTH OF PANEL
PANEL TYPE
9'
10'
10'-12'
9'-12'
48"WSP
48"WSP
48"WSP
48"WSP
48"WSP
48"WSP
24"WSP
36"WSP
36"WSP
24"WSP
48"WSP
48"WSP
48"WSP
JC
ON
SU
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G &
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SIG
NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
ROOF PLANSCALE: 1/8" = 1'-0"
ROOF RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
ATTIC VENTILATION
THE TOTAL NET FREE VENTILATING AREA SHALL NOT BELESS THAN 1 TO 150 OF THE AREA OF THE SPACEVENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTEDTO BE REDUCED TO 1 TO 300 PROVIDED AT LEAST 50% AND
IS PROVIDED BY VENTILATORS LOCATED IN THE UPPERPORTION OF THE SPACE TO BE VENTILATED AT LEAST 3'ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OFTHE REQUIRED VENTILATION PROVIDED BY EAVE ORCORNICE VENTS
SQUARE FEET OF ATTIC / 150 =1176
7.84 SQUARE FEET OF NET FREE AREA REQUIRED
NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA
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STRUCTURAL ROOF TRUSS NOTES
1. FRAMING SHALL BE #2 SPF OR BETTERU.N.O.
2. PROVIDE CONTINUOUS BLOCKING THROUGHSTRUCTURE FOR ALL POINT LOADS.
3. DENOTES OVERFRAMED AREA
4. MIN. 7/16" OSB ROOF SHEATHING
5. TRUSS LAYOUT AND PLACEMENT BYMANUFACTURER TO COINCIDE WITH THESUPPORT LOCATIONS SHOWN. TRUSSPROFILES SHALL BE SEALED BY THE TRUSSMANUFACTURER. TRUSS PLANS SHALL BEPROVIDED FOR REVIEW AND COORDINATEDWITH THE ENGINEER OF RECORD ASREQUIRED BY THE BUILDING CODEOFFICIALS. INSTALLATION SHALL BE INACCORDANCE WITH THE MANUFACTURER'SINSTRUCTIONS.
12:10
12:10
4:12
4:12
12:10
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LADDERFRAME
JC
ON
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G &
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SIG
NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
SIMPSON H2.5AHOLD DOWN CAPACITY OF1070 POUNDS WITH TWOANCHORS
SIMPSON HGA10 HOLD DOWNCAPACITY OF 500 POUNDS PERANCHOR.
SIMPSON LGT2 (2-PLY TRUSS) HOLDDOWN CAPACITY OF 1850 (2150)
POUNDS PER ANCHOR.LGT3 (3 PLY TRUSS) HOLD DOWNCAPACITY OF 2365 (3285) POUNDSPER ANCHOR.
LGT4 (4 PLY TRUSS) HOLD DOWNCAPACITY OF 2365 (3285) POUNDSPER ANCHOR.CAPACITY IS IN SPF LUMBER,CAPACITY IN () IS IN SYP OR LVL.
PLAN VIEW
TOPPLATE
TRU
SS
/RA
FTE
R
SIMPSON TBE4/TBE6ADDITIONAL BEARING CAPACITY:SINGLE PLY TRUSS - 1560 LB2 OR MORE PLY TRUSS - 1920 LBUPLIFT CAPACITY - 850 LB.
RIM BOARD
SIMPSON MSTA15HOLD DOWN
FLOOR SHEATHINGBOTTOM PLATE
(2)STUDS @ CORNER
WALL SHEATHING
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970POUNDS PER ANCHOR WITH (12) 10d NAILS. STRAPTO BE LOCATED AT EDGE OF BRACED WALL PANEL.
A2 B
E1
GI
D
*
SIMPSON MGT & HDU4-SDS2.5 HOLD DOWNCAPACITY OF 3300 (3965) POUNDS PERCOMBINATION.
SIMPSON HUS26 HANGER -UPLIFT CAPACITY OF 1550POUNDS PER ANCHOR.ALLOWABEL VERTICAL LOAD2720.
K
SIMPSON MTS12 HOLD DOWNCAPACITY OF 860 POUNDS PERANCHOR.
SIMPSON HTS20 HOLD DOWNCAPACITY OF 1245 (1450) POUNDSPER ANCHOR.
PLAN VIEW
TOPPLATE
TRU
SS
/RA
FTE
R
NOTES:ALL HOLD DOWN VALUES AREBASED ON SPF LUMBER ANDARE FROM SIMPSON C-2011CATALOG
RIM BOARD
SIMPSON MSTA15HOLD DOWN
FLOOR SHEATHINGBOTTOM PLATE
(2)STUDS @ CORNER
WALL SHEATHING
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970POUNDS PER ANCHOR WITH (12) 10d NAILS. STRAPTO BE LOCATED AT EDGE OF BRACED WALL PANEL.
A2 B C
E2
G H I
D
*
SIMPSON VGT & HDU5-SDS2.5 HOLDDOWN CAPACITY OF 3555 (4940) POUNDSPER COMBINATION OF ONE OF EACH.
E3SIMPSON HUS26 HANGER -UPLIFT CAPACITY OF 1550POUNDS PER ANCHOR.ALLOWABEL VERTICAL LOAD2720.
K
3/4" = 1'-0"1 TYPICAL ROOF TRUSS WALL SECTION
STUD WALL
TRUSS PLATETRUSS PLATE
DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE
ROOF TRUSSROOF TRUSS
SEE BELOW FOR TIE DOWN METHOD
3/4" = 1'-0"2 TYPICAL VAULTED ROOF TRUSS WALL SECTION
STUD WALL
TRUSS PLATETRUSS PLATE
DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE
ROOF TRUSSROOF TRUSS
SEE BELOW FOR TIE DOWN METHOD
JC
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CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
METHOD PF: PORTAL FRAME PANEL CONSTRUCTIONNTS
2
1" = 1'-0"TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING1
BRACING METHODS
4'-6
3/4
"4'
-6 3
/4"
4'-0
"4'
-0"
4'-0"
9'-1
1/2
"
4'-0"
8'-1
1/2
"
GB - GYPSUM BOARD
4'-0"
9'-1
1/2
"
4'-0"
8'-1
1/2
"
WSP - WOOD STRUCTURAL PANEL
** IN LIEU OF THE CORNER RETURN, A HOLD-DOWN DEVICE WITHA MINIMUM UPLIFT DESIGN VALUE OF 800# SHALL BE FASTENED TOTHE CORNER STUD AND TO THE FOUNDATION OR FRAMING BELOW.
WOOD STRUCTURAL PANELSTRENGTH AXIS
TOP PLATE CONTINUITY IS REQUIRED PER R602.3.2
FASTEN HEADER TO KING STUD WITH(6) 16d SINKER NAILS (TYP)
MA
XIM
UM
PA
NEL
HEI
GH
T 10
'-0"
2'-0" TO 18'-0"
EXTENT OF HEADER
7/16" MIN THICKNESS WOODSTRUCTURAL PANEL SHEATHING
FOR 12" TO 16" WING WALL WIDTHSSHEATH INTERIOR & EXTERIOR
OR MIN. 4000# WITH PONY WALLSTRAP ON BOTH SIDES OF OPENING- INSTALLED ON BACKSIDE OF WALLFOR 12" TO 16" WING WALL WIDTHS
APPLY STRAP BOTH SIDES
MIN 3"x11.25" NET HEADERHEADER SHALL OCCUR AT TOP OF WALL
ANCHOR BOLTS PERSECTION R403.1.6
(TYP)
MIN. (2) 2x4(TYP)
FOR PANEL SPLICE (IF NEEDED),PANEL EDGES SHALL BE BLOCKED,
AND OCCUR WITHIN 24" OF MID-HEIGHT.(1) ROW OF TYP. SHEATHING-TO-FRAMING
NAILS ARE REQUIRED IN EACH PANEL.
LENGTH BASED ON
FASTEN SHEATHING TO HEADER WITH 8dCOMMON NAILS IN 3" GRID PATTERN ASSHOWN AND 3" O.C. IN FRAMING AS SHOWN(STUDS AND SILLS) (TYP)
FASTEN TOP PLATE TO HEADER WITH(2) ROWS OF 16d SINKER NAILS @ 3" O.C.(TYP)
OPT. BLOCKING FORGYPSUM WALLBOARD
C) GARAGE DOOR CORNER
8d NAILS @ 6" O.C.(PANEL EDGES)
MIN. 24" WOODSTRUCTURAL PANEL**
OPT. NON-STUCTURALFILLER PANEL
16d NAILS (2)ROWS @ 24" O.C.
CONTINUOUS WOODSTRUCTURAL PANEL
GYPSUM WALLBOARD(IN ACCORDANCE
w/ CHAPTER 7)
8d NAILS @ 12" O.C.(INTERMEDIATE SUPPORTS)
CONTINUOUS WOODSTRUCTURAL PANEL
B) INSIDE CORNER DETAIL
8d NAILS @ 6" O.C.(PANEL EDGES)
MIN. 24" WOODSTRUCTURAL PANEL**
16d NAILS@ 12" O.C.
GYPSUM WALLBOARD(IN ACCORDANCE
w/ CHAPTER 7)
8d NAILS @ 12" O.C.(INTERMEDIATE SUPPORTS)
A) OUTSIDE CORNER DETAIL
8d NAILS @ 6" O.C.(PANEL EDGES)
MIN. 24" WOODSTRUCTURAL PANEL**
OPT. NON-STUCTURALFILLER PANEL
16d NAILS@ 12" O.C.
CONTINUOUS WOODSTRUCTURAL PANEL
GYPSUM WALLBOARD(IN ACCORDANCE
w/ CHAPTER 7)
8d NAILS @ 12" O.C.(INTERMEDIATE SUPPORTS)
WALL HEIGHT, ft.
PANEL LENGTH, in.
8
16
9
18
10
20
11
22
12
24
WITH 2"X2"X3/16" PLATE WASHER
12' M
AXI
MU
M T
OTA
L W
ALL
HEI
GH
T4' MAX PONY WALL HEIGHT
RIM BOARD
SIMPSON MSTA15HOLD DOWN
FLOOR SHEATHINGBOTTOM PLATE
(2)STUDS @ CORNER
WALL SHEATHING
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970POUNDS PER ANCHOR WITH (12) 10d NAILS. STRAPTO BE LOCATED AT EDGE OF BRACED WALL PANEL.
RIM BOARD
SIMPSON MSTA15HOLD DOWN
FLOOR SHEATHINGBOTTOM PLATE
(2)STUDS @ CORNER
WALL SHEATHING
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970POUNDS PER ANCHOR WITH (12) 10d NAILS. STRAPTO BE LOCATED AT EDGE OF BRACED WALL PANEL.
MIN. 1000# HEADER-TO-JACKSTUD
WALL BRACING FOR 120MPH AND 130 MPH WIND ZONESPER 2012 NCRC R4506 - ALL STORIES - WOOD STRUCTURAL SHEATHING PANELS. BLOCKINGSHALL BE INSTALLED IF LESS THAT 50 PERCENT OF WALL LENGTH IS SHEATHED. WHEREBLOCKING IS REQUIRED, ALL PANELS SHALL BE FASTENED AT 3" O.C. ALONG THE EDGES AND 6"O.C. AT INTERMEDIATE FRAMING. IF A WALL IS SHEATHED LESS THAN 25 PERCENT OF ITSLENGTH.
WALL BRACING PERCENTAGE OPENING AND NAILING PATTERN 1. BRACE WALLS THAT ARE 51% OR GREATER SHEATHED NEED NOT BE LABELED w/ 6" EDGE AND 12" CENTER NAILING PATTERN ON SHEATHING. 2. BRACE WALLS THAT ARE 50% TO 26% SHEATHED REQUIRE A NAILING PATTERN OF 3" EDGE AND 6" CENTER OF SHEATHING. 3. BRACE WALLS THAT ARE 25% OR LESS SHEATHED REQUIRE ENGINEERS DESIGN WITH SPECIFIC CONSTRUCTION METHODS AND DETAILS
JC
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CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT
RALEIGH, NC 27617919.480.1075
Protect untreated woodfrom direct contact withconcrete
End of joistsat centerlineof support
Face mounthanger
Top mounthanger
FASTENING of FLOOR PANELS
Recommended nailing is 12" on-center in field and 6" on-center along panel edge.Fastening requirements on engineered drawings supersede recommendations listed above.
Recommended use of a non-polyurethane subfloor adhesive on all contact points betweenpanels and floor framing.
Nailing rows must be offset at least 12" and staggered.
(1) One row of fasteners permitted (two at abutting panel edges) for diaphragms. Stagger nails when using 4" on-center spacing andmaintain 3
8" joist and panel edge distance. For other applications, multiple rows of fasteners are permitted if the rows are offset at least 12"
and staggered.
4"
4"
110, 210,and 230 EQ.
FILLER and BACKER BLOCK SIZES
(1) If necessary, increase filler and backer block height for face mount hangers and maintain 18" gap at top
of joist; see detail W. Filler and backer block lengths should accomodate required nailing without splitting(12" minimum for backer blocks and 24" minimum for filler blocks).
2x106'-0"long
Verify column capacityand beam bearing
length.
110 EQ. *IJoists
CantileverFiller
(Detail E4)
Filler Block (1)
(Detail H2)
Backer Block (1)
(Detail F1or H2)
2x64'-0"long
58" or 3 4"
Depth
2x6 2x8
912" or
1178"
14"
16d (0.162"x 312")
10d (0.148"x 3"), 12d (0.148"x 314")
8d (0.131" x 212")
6"
Nail Size
L5
L1
BEARING AT COLUMN
Column
Plumbing drop
210 EQ. * 230 or 360 EQ. * 560 EQ. *
1178"
Two2x6
2x6
2x6 + 12"sheathing4'-0" long
912" or
1178"
2x6 + 12"sheathing
2x6 + 3 8"sheathing4'-0" long
2x10 + 3 8"sheathing6'-0" long
34" or 7 8"
2x8 + 3 8"sheathing
2x6 + 3 8"sheathing
912" or
1178"
14" or16"
2x10 + 12"sheathing6'-0" long
1" Net
2x8 + 12"sheathing
14" or16"
2x12 + 12"sheathing
Notapplicable
18" or20"
2x122x8
18" or20"Two2x12
Not applicable
Two2x8
14" or16"
When joists are doubled at non-load bearing parallel partitions,space joists apart the width of the wall for plumbing or HVAC.
Additional joist at plumbing drop (see detail).
112"
LSL or wider
Rim Board
4"
3"
6"
IJOIST *
6"(2)
114"
LSL4"
4" 4"
PSLLVL
4" 4"
L3
Subfloor adhesive will improve floor performance, but may notbe required.
Squash blocks and blocking panels carry stacked vertical loads(details B1 and B2). Packing out the web of a joist (with webstiffeners) is not a substitute for squash blocks or blockingpanels.
Shiftedjoist
Additionaljoist
INSTALLATION TIPS
L4
Protect untreated wood fromdirect contact with concrete
L4
A2
L5
P
Rim joist
DO NOT bevel cut joistbeyond inside face of wall.
BEARING AT WALL
Top mounthanger
H1
Face mounthanger
BEAM TO BEAM CONNECTION
Web stiffeners required if sides ofhanger do not laterally support atleast 3 8" of joist top flange
BEARING ATCONCRETE WALL
H2
Bearing plate to beflush with inside faceof wall or beam
Use B1 or B2 atintermediate bearingswith load bearing or
shear wall from above
H1
B4
B3
B2
E2
A1
B1
CS
DO NOT use sawn lumberfor rim board or blocking, as
it may shrink afterinstallation. Use onlyengineered lumber.
Braced end wall -see note 3 under
WARNING
Rim board jointbetween joists
H1
L3
A3
L1
DO NOT overhang seat cutson beams beyond the inside
face of support member.
312" wide
floor joist
Top View
312" wide
rim joist
Drive nails at an angle tominimize splitting of plate
One 10d (0.128" x 3") nail eachside of member at bearing, 11
2"minimum from end
See framing plan (if applicable) or iLevel ®Framer's Pocket Guide for minimum end andintermediate bearing lengths.
JOIST NAILING REQUIREMENTS at BEARING
134" minimum bearing at end support; 31
2"minimum at intermediate support
Joist to Bearing Plate
114" rim board or 13
4" widerim joist: One 10d (0.128" x 3")nail into each flange
2 116" - 2 5 16" wide rim joist:One 16d (0.135" x 31
2") nail intoeach flange
Shear transfer: Connections equivalent tofloor panel nailing schedule
One 8d (0.113" x 212") nail
each side. Drive nails at anangle at least 11
2" from end.
312" wide rim joist: Toe nail
with 10d (0.128" x 3") nails, oneeach side of TJI® joist flange
Rim to Joist
Squash Blocks to Joist(Load bearing wall above)
One 10d (0.128" x 3")nail into each flange
Safety bracing (1x4minimum) at 8' on-center (6' on-center for 110 or equivalent Joists) andextended to a braced end wall.Fasten at each joist withtwo 8d (0.113" x 21
2") nails minimum(see WARNING).
Joists must be laterally supported at cantileverand end bearings by blocking panels, hangers,or direct attachment to a rim board or rim joist.
E1
INTERMEDIATE BEARINGNO LOAD BEARING WALL ABOVE
Web stiffeners requiredeach side at B3W
B3WB3
114" rim board or blocking for lateral
support
114" rim board.
114" rim board.
Also see detail B2
114" rim board.
Blocking panels may be requiredwith shear walls above or below(See detail B1)
BEAM ATTACHMENT at BEARINGLocate rim board joint between joists.
112" knockouts
at approximately12" on-center
134" minimum bearing
Hanger height mustbe a minimum of 60%
of joist depth
Guidelines for Closest On-Center Spacing per Row
360 and 560 EQ.
3" 3" 3"
8" 6"6"(2)
(2) Can be reduced to 4" on-center if nail penetration into the narrow edge is no more than 1 38" (to avoid splitting).
14 ga. staples may be substituted for 8d (0.113" x21
2") nails if minimum penetration of 1" into thejoist or rim board is achieved.
Maximum spacing of nails is 18" on-center forjoists.
Load bearing or shear wall above(must stack over wall below)
Blocking panel
Web stiffenersrequired each side atB1W and B2W
B2
B1 B1W
B2W
116"
2x4 minimumsquash blocks
Blocking panels may berequired with shear wallsabove or below - see detail B1
IRC 502-7 requires lateralrestraint (blocking) at allintermediate supports inSeismic Design CategoriesD0, D1, and D2 tostrengthen the floordiaphragm.
Blocking panel
End of joists at centerlineof support
B4
Load bearing or shear wallabove (must stack over wallbelow when present)
B4W
Web stiffenersrequired on eachside of both joistends at B4W
JOIST DETAILS
Must have 134" minimum
joist bearing at ends. Attachrim joist per A3 detail.
A2
Plate nail
Toe nail
TJI® rim joist
Rim-to-joist nail
Web Stiffenersrequired each sideat A2W
A2W
Plate nail - 16d (0.135" x 312")
at 16" on-center*Floor panel nail - 8d (0.131" x 21
2")at 6" on-center*
A3W
Toe nail - 10d (0.131" x 3")at 6" on-center*
114" LSL or 11
8" rim board.*
When sheathing thickness exceeds 78",
trim sheathing tongue at rim board
For rim board thicker than 1 34"
- Attach Joist to rim board with one 10d (0.128"x3")nail. Top nail from joist into rim board.- Connect corner with four 10d (0.128"x3") nails. Toe nailfrom side of parallel closure into rim board
Web Stiffeners requiredeach side at A3._W
A3
Use 2x4 minimum squash blocks totransfer load around joistCS
Load from above
2x4 minimumsquash blocks
116"
BEAM and COLUMN DETAILS
*IJOIST EQUIVALENCY CHART
TJIIJoist Manf. Series
110BCI 4500
Equivalent in span andspacing
Equivalent in span andspacing
Equivalent in span andspacing
Comporable
* SEE IJOIST EQUIVALENCE CHART * SEE IJOIST EQUIVALENCE CHART
LPITJI
BCILPI
TJIBCI
LPITJI
BCILPI
----210
5000----
3606000
----560
650020PLUS
Equivalent in span andspacing
JC
ON
SU
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G &
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SIG
NDS
CLIENT:
PROJECT:
LOCATION:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CTRALEIGH, NC 27617
&�� &66�<�&GEM�6GPUKQP�5KORUQP�6KG 065
MAXIMUM SPACING
MIN
IMU
MRAIL CAP; 2X6, 5/4 BOARD ORAPPROVED MANUFACTUREDMATERIAL
(2) 1/2" DIAMETERTHROUGH-BOLTSAND WASHERS
ATTACH PICKETS AT TOP ANDBOTTOM WITH (1) #8 WOODSCREW OR (2) 8d RING-SHANKNAILS WITH A 0.135" NOMINALDIAMETER
OPENINGS SHALL NOT ALLOW THEPASSAGE OF A 4" DIAMETER SPHERE;WET LUMBER MUST BE SPACED SUCHTHAT WHEN SHRINKAGE OCCURS, THEMAXIMUM OPENING IS MAINTAINED
2X2 PICKETS; MAYBE PLACED ONEITHER SIDE OFGUARD
2X4 TOP &BOTTOM;MAY BEPLACED ONEITHER SIDEOF GUARDPOST;ATTACH TOPOST W/ (2)#10 3" WOODSCREWS
4X4 POST,TYPICALDO NOTNOTCH
USP STRUCTURALCONNECTORSSPT22 20ga - 535LBS UPLIFT
SIMPSONBP 1/2 3ga3"x3"
SIMPSON RSP4 -20ga 285 LBSUPLIFT
SIMPSONSSP - 20ga420 LBSUPLIFT
SIMPSONTSP - 20ga425 LBSUPLIFT
SIMPSONSP1 - 20ga535 LBSUPLIFT
USPSTRUCTURALCONNECTORSSPT22 20ga -535 LBS UPLIFT
PROVIDE 2X6 BRACE-PLATESECURED WITH 3" #10 SCREWS8" O.C. AND AT EACH JOISTWHEN JOIST DEPTH COLUMNINDICATES REQUIRED ABOVE.
BLOCKING
DECKING
2X8JOIST OUTSIDE
JOIST
STUDTIE-PLATE
GUARDPOST
2X8JOIST
AT FIRST INTERIOR BAY,PROVIDE 2x BLOCKING AGUARD POSTS; TOE NAILWITH 10d NAILS TOP ANDBOTTOM, EACH SIDE
BLOCKINGBLOCKING
OUTSIDEJOIST
OUTSIDEJOIST
STUDTIE-PLATE
STUDTIE-PLATE
2X8JOIST
OUTSIDEJOIST
STUDTIE-PLATE
GUARDPOST
DECKING
2X8JOIST OUTSIDE
JOIST
STUDTIE-PLATE
GUARDPOST
POSTGUARD
POSTGUARD
JOIST2X8
8' O.C.
36"