ABV ABOVEAFF ABOVE FINISHED FLOORASC ABOVE SUSPENDED CEILINGA/C AIR CONDITIONINGALT ALTERNATIVEAL ALUMINUMAPX APPROXIMATEBM BEAMBEL BELOWBET BETWEENB.O. BOTTOM OFBLDG BUILDING BUR BUILT-UP ROOFINGCAB CABINETCLG CEILINGCHT CEILING HEIGHTCMU CONCRETE MASONRY UNITCONST CONSTRUCTIONC.J. CONTROL JOINTDTL DETAILDIAM DIAMETERDIM DIMENSIONDR DOORDS DOWNSPOUTD DRAINDWG DRAWINGDF DRINKING FOUNTAINEA EACH EWC ELECTRICAL WATER COOLEREL ELEVATIONELEV ELEVATOREMER EMERGENCYEQ EQUALEQP EQUIPMENTEST ESTIMATEEXH EXHAUSTEXG EXISTINGEXP EXPOSEDEXT EXTERIORFF FINISHED FLOORFGL FIBERGLASSFIN FINISHEDFLG FLASHINGFLX FLEXIBLEFLR FLOOR -INGFLUR FLUORESCENTFJT FLUSH JOINTFTG FOOTINGFND FOUNDATIONGV GALVANIZEGC GENERAL CONTRACTORGYP GYPSUM HDR HEADERHTG HEATINGHT HEIGHTHOR HORIZONTALHB HOSE BIBHWH HOT WATER HEATERINSUL INSULATION INT INTERIORJT JOINTLAV LAVATORYLH LEFT HANDLPT LOW POINTMFR MANUFACTURERMAS MASONRYMO MASONRY OPENINGM MATERIALMAX MAXIMUMMECH MECHANICALMET METAL MFD METAL FLOOR DECKING
MIN MINIMUMMIR MIRRORMISC MISCELLANEOUSN NORTHNTS NOT TO SCALENO NUMBEROC ON CENTER -SOPG OPENINGOA OVERALLOH OVERHEADPNT PAINTEDPAR PARALLELPK PARKINGPVMT PAVEMENTPED PEDESTALPW PLYWOODPFB PREFABRICATEDPFN PREFINISHEDPL PROPERTY LINERL RAILINGREF REFERENCERFL REFLECTED REF REFRIGERATORREM REMOVERET RETURNRVS REVERSE -SIDEREV REVISION -S / REVISEDRH RIGHT HANDROW RIGHT OF WAYR RISERRD ROOF DRAINRFG ROOFINGRM ROOMRO ROUGH OPENINGSCH SCHEDULESCN SCREENSEC SECTIONSSK SERVICE SINKSHTH SHEATHINGSHT SHEETSIM SIMILARS SOUTHSPL SPECIALSPEC SPECIFICATION -SSST STAINLESS STEELSTD STANDARDSTA STATIONST STEELSTO STORAGESYS SYSTEMTEL TELEPHONETV TELEVISIONTHR THRESHOLDTPD TOILET PAPER DISPENSERT.O. TOP OFT&G TONGUE AND GROOVET.O.W. TOP OF WALLTB TOWEL BARTR TRANSOMT TREADTYP TYPICALUNF UNFINISHEDUR URINALVNR VENEERVERT VERTICALVIN VINYLWC WATER CLOSETWP WATERPROOFINGW WESTWIN WINDOWW/O WITHOUTWD WOOD
1
GRID LINE
DETAIL
SECTION
ENLARGED PLAN
EXTERIOR
ELEVATION
0A0.00
0A0.00
GRID LINE
DETAIL NUMBER
SHEET NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
ENLARGED PLAN LETTER
SHEET NUMBER
NUMBER / LETTER
A
A0.00
DETAIL NUMBER0
A0.00
INTERIOR
ELEVATION
SHEET NUMBER
DETAIL NUMBERA
A0.00
DETAIL NUMBER
A
STRUCTURAL - CONSTRUCTION DOCUMENTS
PROJECT ADDRESSCITY, STATE
CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE
ADOPTED CODES,
STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION.
ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE:
- GOVERNING MUNICIPAL AND REGULATORY AGENCIES
- LOCAL, STATE AND FEDERAL BODIES
IT IS UNDRESTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK
BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AOTHORITY.
PHYSICAL STREET ADDRESS: TBD
NAME: ARCHIDIEM - CONSTRUCTION DOCUMENTS
POSTAL CITY AND ZIP CODE: TBD
PROPERTY NAME:
MAILING ADDRESS: TBDPROPERTY USE: RESIDENTIAL
MUNICIPALITY: TBD
PARCEL ID: TBD
TOTAL LAND AREA: TBD
TOTAL LIVABLE SQUARE FOOTAGE1ST FLOOR 1,558 SQFT (W/O GARAGE)2ND FLOOR 1,508 SQFTTOTAL 3,066 SQFT LIVABLE
TOTAL NOT-LIVABLE SQUARE FOOTAGEBASEMENT 1,609 SQFT
GARAGE575 SQFT
TOTAL SQUARE FOOTAGE5,250 SQFT
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
SE
AL
A000
CO
VE
R S
HE
ET
06/15/2020
20-061501
Arc
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Re
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En
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ad
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ere
SITE MAP
CODE INFORMATION
PROPERTY DESCRIPTION
ARCHITECTURAL SYMBOLSABBREVIATIONS
PROJECT TEAM
OWNER GENERAL CONTRACTOR ARCHITECTS STRUCTURAL ENGINEER MECHANICAL - ELECTRICAL - PLUMBING
Sheet List
SheetNumber Sheet Name
RevisionNo.
RevisionDate
S000 COVER SHEET
S000 STRUCTURAL NOTESS101 FOUNDATION/BASEMENT PLANS102 FIRST FLOOR FRAMING PLANS103 SECOND FLOOR FRAMING PLAN
S104 ROOF FRAMING PLANSD100 GENERAL DETAILSSD101 GENERAL DETAILSSD200 FOUNDATION DETAILSSD300 FRAMING DETAILSSD400 ROOF FRAMING DETAILS
AREA CALCULATIONS
Area Schedule
Name Area Space
FIRST FLOOR AREA 1558 SF Conditioned
BASEMENT AREA 1608 SF Conditioned
GARAGE AREA 575 SF Non-Conditioned
SECOND FLOOR AREA 1508 SF Conditioned
TOTAL 5249 SF
Revision Table
Revision Number Revision Date Revision Description"SITE FOR REPRESENTATION ONLY,
NOT REAL LOCATION"
PROJECT NARRATIVE & SCOPE
1. GENERAL REQUIREMENTS
1.1 DESIGN CODE:
TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND
ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY.THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS
OF:
THE 2015 INTERNATIONAL RESIDENTIAL CODE
1.2 DESIGN CRITERIA:
REFERENCE STANDARDSA. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL
CODE.
B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE
C. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE
1.3 DESIGN LOADS:1. ROOF DEAD LOADS: 17 PSF
2. ROOF LIVE LOADS: 20 PSF
3. FLOOR DESIGN LIVE LOADS:
A. SLEEPING ROOM: 30 PSF
B. ALL OTHER ROOMS: 40 PSF
C. DECK: 60 PSF
4. FLOOR DESIGN DEAD LOADS: 15 PSF5. STAIR DESIGN LIVE LOADS: 40 PSF
6. GUARDRAILS AND HANDRAILS:
A. INFILL COMPONENTS: 50 PSF
B. POINT LOAD APPLIED ANYWHERE ALONG THE TOP IN ANY DIRECTION: 200#
7. WIND DESIGN DATA
A. WIND SPEED PER ASCE 7-10: 115 MPH-ULTIMATE DESIGN WIND SPEED
B. WIND SPEED PER ASCE 7-10: 90 MPH- NOMINAL DESIGN WIND SPEEDC. EXPOSURE: B
D. ENCLOSURE CLASSIFICATION: ENCLOSED
E. INTERNAL PRESSURE COEFFICIENT: +/-0.18
F. WIND-BORNE DEBRIS ZONE: NO
8. SNOW LOAD
A.GROUND SNOW LOAD Pg 10 PSF
ABBREVIATIONS:
AB ANCHOR BOLT
A.F.F. ABOVE FINISH FLOOR
ADJ ADJACENT AL ALUMINUM
ARCH ARCHITECTURAL
ATT ATTACHED
BD BOARD
BLDG BUILDING
BM BEAM
BOT BOTTOM BLKG BLOCKING
BRG BEARING
CJ CONTROL JOINT
CL CENTERLINE
CMU CONCRETE MASONRY UNIT
COL COLUMN CONC CONCRETE
COND CONDITION
CONT CONTINUOUS
CONST CONSTRUCTION
CSK COUNTERSINK
C.O. CASED OPENING
C.T. CERAMIC TILE CLG CEILING
C.M. CROWN MOULD
C.R. CHAIR RAIL
D DRYER
d PENNY
DBL DOUBLE DET DETACHED
DIA DIAMETER
DIR DIRECTION
DN DOWN
DR DOOR
DW DISHWASHER
DWG DRAWING DS DOWNSPOUT
DTL DETAIL
EA EACH
EXP JT EXPANSION JOINT
ELEC ELECTRICAL
EL ELEVATION EQ EQUAL
EQUIP EQUIPMENT
EXP EXPANSION
EXT EXTERIOR
FD FLOOR DRAIN
FDN FOUNDATION
FL FLOOR FP FIREPLACE
FR FRAME
FT FOOT/FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED GC GENERAL CONTRACTOR
GEN GENERAL
GRADE TOP OF FINISH GRADE
GYP GYPSUM
HDWR HARDWARE
HDWD HARDWOOD
HGT HEIGHT HOR HORIZONTAL
HR HOUR
HDR HEADER
HB HOSE BIBB
ID INSIDE DIAMETER
INS INSULATIONINT INTERIOR
ID INSIDE DIAMETER
JT JOINT
KSI KIPS PER SQUARE INCH
LT LIGHT
LV LOUVER LT LAUNDRY TUB
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MIN MINIMUM
MET METAL(N.T.S.) NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OPNG OPENING
OPT OPTIONAL
OSB ORIENTED STRAND BOARDOZ OUNCE
1/R ONE ROD
1/S ONE SHELF
PRCST PRECAST
PREFAB PREFABRICATED
PB PARTICLE BOARD
PCBP PORTLAND CEMENT BASED PLASTERPL PLATE
PNL PANEL
PLY PLYWOOD
PR PAIR
PROJ PROJECT/PROJECTED
PSI POUNDS PER SQ. IN. PSF POUNDS PER SQ. FT.
PT PRESSURE TREATED
QUAD QUADRUPLE
REF REFERENCE
REINF REINFORCE-ING-ED
REQD REQUIRED
RM ROOMRNG RANGE
RGH OPNG ROUGH OPENING
R RISER
RND ROUND
R.&S. ROD AND SHELF
SCH SCHEDULE SHLV SHELF
SHTHG SHEATHING
SIM SIMILAR
SP SOUTHERN PINE
SPF SPRUCE-PINE-FIR
SR SHOWER ROD
SST STAINLESS STEEL STL STEEL
STR STRUCTURAL
SUSP SUSPENDED/SUSPENSION
SGD SLIDING GLASS DOOR
SQ SQUARE
TB TOWEL BARTP TOILET PAPER DISPENSER
T & G TONGUE AND GROOVE
TYP TYPICAL
T OR TR TREAD
TPL TRIPLE
UNO UNLESS NOTED OTHERWISE
VERT VERTICALVP VENT PIPE
W WASHER
W/ WITH
WC WATER CLOSET
WD WOOD
WWF WELDED WIRE FABRIC W/O WITHOUT
WDW WINDOW
1.4 STRUCTURE CATEGORY AND CONSTRUCTION:
1. BUILDING RISK CATEGORY: II
2. BUILDING CONSTRUCTION TYPE: TYPE V-B3. OCCUPANCY CLASSIFICATION: R3
4. REFER TO DRAWINGS FOR NUMBER OF STORIES AND STRUCTURE HEIGHT
1.5 GENERAL:
1. CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY OBSERVE ALL APPLICABLE CODES DURINGTHE COURSE OF CONSTRUCTION INCLUDING ALL STATE, CITY, AND COUNTY BUILDING, ZONING,
ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE
REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN
PROFESSIONAL OF RECORD OF ANY DISCREPANCY PRIOR TO CONSTRUCTION.
3.2 TESTING AND SAMPLES
1. ALL TESTING OF CONCRETE SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN
ACCORDANCE WITH ASTM PROTOCOL. TEST REPORTS SHALL BE SUBMITTED TO THE DESIGN
PROFESSIONAL OF RECORD WITHINSEVEN-DAYS OF LABORATORY TESTING.
2. THREE (3) TEST CYLINDERS SHALL BE MADE FOR EACH DAY'S POUR, FOR APPROXIMATELY 50
YARDS OF CONCRETE PLACED.
3. SLUMP TEST SHALL BE MADE ON EACH BATCH TESTED IN ACCORDANCE WITH ASTM C143.
4. ONE CYLINDER SHALL BE BROKEN AT 7-DAYS AND ONE AT 28-DAYS. IF NO FURTHER TEST ISNEEDED, THE RESERVE CYLINDER MAY BE DISCARDED AFTER SIXTY DAYS.
1.2 EXECUTION:
1. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS. FASTENING NOT
SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THEBUILDING CODE.
2. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL4-INCHES WIDE
SPACED AT 16-INCHES O.C. MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS.
3. DOUBLE TOP PLATES OF FRAME WALLS SHALL BE LAPPED 4'-0".
4. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING
SPECIFIED. HEADERS SHALL BE DF #2, OR BETTER W/ 1/2" PLYWOOD OR OSB FLITCH PLATEBETWEEN MEMBERS, NAILED W/ (2) ROWS OF 16d's @ 12" O.C. MAX SPACING.MINIMUM HEADER,
UNLESS NOTED OTHERWISE SHALL BE (2)2x12.
5. A BUILT-UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS
IN BEARING WALLS AS NOTED ON DRAWINGS.
6. SQUASH BLOCKS SHALL BE INSTALLED BELOW ALL COLUMNS AND BUILT-UP MEMBERS
(INCLUDING JACKS AND KINGS AT OPENINGS) BETWEEN BOTTOM OF FLOOR SHEATHING AND
TOP OF WALL BELOW. SQUASH BLOCKS SHALL BE OF THE SAME GRADE AND SIZE AS THEMEMBER ABOVE.
7. DRAFTSTOPPING SHALL BE INSTALLED WHERE THERE IS USABLE SPACE BOTH ABOVE AND
8. BELOW THE CONCEALED SPACE TO 1000 SQUARE FEET.
A. DRAFTSTOPPING SHALL BE INSTALLED IN APPROXIMATELY EQUAL AREAS TO LIMIT THE
CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY.
B. DRAFTSTOPPING SHALL BE OF NOT LESS THAN 1/2-INCH GYPSUM BOARD,3/8-INCHWOOD STRUCTURAL PANELS, 3/8-INCH TYPE 2-M-W PARTICLEBOARD.
C. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO FLOOR FRAMING MEMBERS.
REINFORCING STEEL MINIMUM REQUIREMENTS
40 KSI 60 KSI
BAR
SIZE
#4
#5#6
#7
MINIMUM
LAP
20"25"
34"
42"
MINIMUM
BED DIA.
3"3-3/4"
4-1/2"
5-1/4"
MINIMUM
ACI HOOK
10"10"
12"
14"
BAR
SIZE
#4
#5#6
#7
MINIMUM
LAP
20"25"
34"
42"
MINIMUM
BED DIA.
3"3-3/4"
4-1/2"
5-1/4"
MINIMUM
ACI HOOK
10"10"
12"
14"
1. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES,
THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES, OR THE FAILURE OF THE
CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS AND
SPECIFICATIONS OR THE RELATED CODES.
2. CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWING AND SHALL
COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS,
RECESSES, BOLT SETTINGS, SLEEVES, ETC.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTIONPROCEDURE AND SEQUENCING.
4. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL CONSTRUCTION SHALL COMPLY
WITH THE MINIMUM REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND LOCAL
ORDINANCES.
5. ALL CODES, TRADE STANDARDS, AND MANUFACTURER'S INSTRUCTIONS NOTED IN THEDOCUMENTS SHALL BE THE LATEST ADOPTED EDITION.
6. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC
LOCATIONS ND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT.
DETAILS NOTED 'TYPICAL' IMPLY ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR
SHALL MAKE MODIFICATIONS TO ACCOMMODATE MINOR VARIATIONS.
7. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT
EXPRESSED WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL OF RECORD.
2. SITE WORK
2.1 SOIL:
1. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND FINAL GRADING
PLAN ACCEPTED BY THE AUTHORITY HAVING JURISDICTION.
2. ALL SITE PREPARATORY WORK REQUIRED BY THE GEOTECHNICAL REPORT SHALL BE
PRESUMED TO BE COMPLETED PRIOR TO COMMENCEMENT OF WORK.
3. FOUNDATION DESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 2000PSF.
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOUNDATION.
4. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF
WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN
PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK,
FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL
FREE OF ORGANIC MATTER AND COMPACTED TO 95% OF THE MODIFIED PROCTOR,UNLESS OTHERWISE STATEDIN THE GEOTECHNICAL REPORT.
5. BOTTOM OF FOOTINGS SHALL BE 12 -INCHES MINIMUM BELOW FINISHED GRADE, OR AS
REQUIRED BY LOCAL REQUIREMENTS.
6. NO WOOD, VEGETATION, STUMPS, CARDBOARD, CELLULOSE CONTAINING MATERIALS, OR
TRASH SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING
7. WATER MANAGEMENT AT THE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE;A. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0"
FROM BUILDING SIDEWALLS.
B. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS
SHALL NOT BE INSTALLED WITHIN 1'-0" OF BUILDING SIDEWALLS.
2.2 SOIL TREATMENT:
1. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND
PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS.
2. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS,ETC.,SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS
SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL
AFTER INITIAL TREATMENT.
3. SOIL SHALL BE PROTECTED WITH MINIMUM 10 MIL VAPOR RETARDER
FOLLOWING TREATMENT.
4. AFTER COMPLETION OF WORK, ALL LOOSE WOOD AND ORGANIC
MATERIAL SHALL BE REMOVED FROM WITHIN 1'-0" OF THE BUILDING PERIMETER.
5. AT COMPLETION OF TERMITE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PESTCONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
THE CERTIFICATE SHALL STATE:
A. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND
LAWS OF THE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
3. CONCRETE3.1 CONCRETE:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL
RESIDENTIAL CODE
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF
3000 PSI, COMPLYING WITH ASTM C-94 UNLESS NOTED OTHERWISE IN DRAWINGS.
3. A MIX DESIGN SHALL BE SUBSTITUTED TO THE DESIGN PROFESSIONAL OF RECORD FOR
ALL CONCRETE USED PRIOR TO PLACEMENT OF ANY CONCRETE.
4. MATERIALS FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:
A. PORTLAND CEMENT - ASTM C 150B. AGGREGATES:
I. COURSE AGGREGATE - ASTM C33
II. LIGHTWEIGHT AGGREGATE - ASTM C33
III. FINE AGGREGATE - ASTM C33
5. WATER SHALL BE CLEAN, POTABLE AND FREE OF CONTAMINANTS
6. ADMIXTURES SHALL BE AS NOTED IN THE APPROVED MIX DESIGN.
5. WOOD FRAMING AND PRE-ENGINEERED WOOD:
5.1 LUMBER:
1.1 MATERIAL1. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING
SPECIFICATIONS AND CODES INDICATED IN THE DESIGN CRITERIA:
2. LUMBER SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION
3. LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19%MOISTURE CONTENT
AT TIME OF INSTALLATION AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER
SHALL BE S4S.
4. ALL LUMBER USED FOR JOISTS, RAFTERS, STRINGERS AND/OR BEAMS SHALL BE OF A GRADE NOTLESS THAN 1200 PSI EXTREME FIBER STRESS IN BENDING AND TENSION PARALLEL TO THE GRAIN.
5. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE DF #2, OR BETTER,
UNLESS NOTED OTHERWISE ON DRAWINGS.
6. INTERIOR NON-BEARING WALLS MAY BE 2x WOOD OR METAL STUDS @ 16" O.C. OR 24" O.C. W/
MID SPAN BLOCKING.
1.1.1 PROTECTION OF WOOD & WOOD BASED PRODUCTS AGAINST DECAY
ALL LUMBER USED AS STRUCTURAL MEMBERS OR SHEATHING SHALL BE PRESSURE TREATED
AGAINST ATTACK BY TERMITES AND DAMPNESS.
5.4 SHEATHING:
1.1 MATERIALS
1. SHEATHING SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2018
EDITION. ALL SHEETS BEAR APPROPRIATE GRADING STAMP OF APA AND SPAN RATING.2. SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT WHEN INSTALLED.
3. FLOOR SHEATHING SHALL BE MINIMUM OF 23/32-INCH 24/16 SPAN RATED STRUCTURAL
SHEATHING FOR 16" OC; 48/24 FOR SPACING GREATER THAN 16" O.C.
4. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
5. ROOF SHEATHING SHALL BE AS SPECIFIED IN ROOF SHEATHING AND ATTACHMENT
DETAIL.
1.2 EXECUTION
1. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TOSUPPORTS WITH 10D NAILS AT 12-INCHES O.C. IN THE FIELD AND 6-INCHES O.C. AT ALL
PANEL EDGES.
2. ROOF SHEATHING SHALL BE FASTENED AS INDICATED IN THE DRAWINGS.
5.5 FASTENERS:
1.1 MATERIAL
1. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND
SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.2. FASTENERS AND CONNECTORS USED ON UN-TREATED WOOD EXPOSED TO WEATHER SHALL
BE HOT DIPPED GALVANIZED.
3. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.)
USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT
METHOD AND AS FOLLOWS:
A. WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC
COATING.B. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON-DOT) - MINIMUM G185 ZINC COATING.
C. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF
THE PRESERVATIVE WOOD SUPPLIER,.
D. STAINLESS STEEL CONNECTORS AN FASTENERS MAY BE USED FOR ALL
TYPES OF TREATED WOOD.
1.2 EXECUTION
1. HANGERS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH
NAILS FOR SPECIFIC USE AND INSTALLATION.
2. ALL PRE-MANUFACTURED CONNECTORS SHALL HAVE NAILS INSTALLED IN
ACCORDANCE WITH THE CONNECTOR SCHEDULE AND MANUFACTURER'S SPECIFICATIONS
DRIVEN FULLY.3. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING:
A. ALL ANCHOR BOLTS SHALL HAVE 2"X2"X1/8" PLATE WASHERS.
B. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6-INCHES
OF EACH END OR JOINT IN PLATE.
C. PLATES LESS THAN 20-INCHES IN LENGTH SHALL HAVE ONE ANCHOR
INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH.D. SLEEVE ANCHORS ARE NOT PERMITTED.
4. REFER TO SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR
MASONRY.
5.2 STRUCTURAL COMPOSITE LUMBER:
1.1 ALL STRUCTURAL COMPOSITE LUMBER (LVL, PSL, OR LSL ) SHALL BE MANUFACTURED IN CONFORMANCE WITH ASTM D5456 AND SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS
FOLLOWS:
1. ALL LVL ( LAMINATED VENEER LUMBER) BEAMS SHALL BE GRADE 1.9E
2. ALL LSL ( LAMINATED STRAND LUMBER) BEAMS SHALL BE GRADE 1.3E
3. ALL PSL ( PARALLEL STRAND LUMBER) POSTS SHALL BE GRADE 1.8E5.3 ENGINEERED WOOD JOIST:
1.1 ALL WOOD JOISTS ARE TO BE TJI JOISTS AS MANUFACTURED BY TRUS JOIST. A WEYERHAEUSER COMPANY, OR APPROVED EQUAL
3.5 PLACEMENT AND FINISHING:
1. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE
VAPOR BARRIER, LAPPED 6" MINIMUM WITH ALL SEAMS TAPED, UNLESS NOTED OTHERWISE
2. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO
PLACEMENT OF CONCRETE OR DURING CONCRETING OPERATIONS.
3. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT.
4. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING.
5. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX.
6. WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP.
RUN MIXER FOR 30 REVOLUTIONS AT EIGHT TO TWELVE RPM FOLLOWING THE ADDITION OF
WATER AT THE SITE.
7. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE,
PROTECT FROM RAIN PRIOR TO INITIAL SET.
8. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED.
9. DO NOT USE CONTAMINATED, DETERIORATED, OR RE-TEMPERED CONCRETE.
10. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS.11. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT
12. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE.
13. CONTRACTOR SHALL INSTALL SAW-CUT CONTROL JOINTS IN CONCRETE SLABS PER ACI 224.3R AS
FOLLOWS:
A. PROVIDE SAW-CUT FOLLOWING FINISHING AS SOON AS CUT EDGES WILL NOT RAVELB. SAW CUTS SHALL BE A MINIMUM OF 1/8” WIDE
C. CUTS SHALL BE 1/4 OF SLAB DEPTH NO LESS THAN 1", WHICHEVER IS GREATER. FOR STEEL-
FIBER-REINFORCED SLABS 1/3 THE SLAB DEPTH.
D. SAW CUTS SHALL NOT EXCEED 12 FEET IN ANY DIRECTION
E. LOCATE SAW CUT JOINTS:
1. MAKE PANELS AS SQUARE AS POSSIBLE
2. JOINT LOCATIONS SHALL NOT EXCEED 1.5 TO 1 RATIO
3. PANELS SHALL NOT HAVE “T” OR “L” SHAPE
4. NO RE-ENTRANT CORNERS SHALL BE ALLOWED
5. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION.
6. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SECTION 6.7. CONSOLIDATE CONCRETE DURING PLACEMENT OPERATIONS.
3.4 REINFORCING:
1. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM
A615 GRADE 40 OR 60.
2. REINFORCING SHALL BE FREE OF RUST, SCALE, OR OTHER BOND-REDUCING COATINGS.
3. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN
ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2018 EDITION, OR AS INDICATE HEREIN:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3-INCHES.
B. CONCRETE EXPOSED TO EARTH OR WEATHER - 1 1/2-INCHES.C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4-INCHES
4. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS,
OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL.
5. PLACE ONE (1) STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION
REINFORCING, LOCATED AT THE OUTSIDE BAR OF FOUNDATION CORNERS.
6. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A82 AND SHALL BE
6x6xW1.4xW1.4, UNLESS NOTED OTHERWISE ON DRAWINGS.A. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH
APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED3 FEET ON CENTER
OR IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.
B. LAP ALL JOINTS IN WELDED WIRE MESH 8"
7. FIBER MESH, IF USED, SHALL BE IN LIEU OF WELDED WIRE MESH AND AS SPECIFIED IN THE
CONCRETE DESIGN MIX.
9. FIREBLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS.
A. BLOCKING SHALL BE IN THE FOLLOWING LOCATIONS:
I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS.II. VERTICALLY AT CEILING AND FLOOR LEVELS.
III. HORIZONTALLY AT INTERVALS EXCEEEDING 10 FEET.
IV. AT INTERCONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES SUCH AS
SOFFITS, DROP CEILINGS, AND COVE CEILINGS.
V. AT OPENINGS AROUND VENTS, PIPES, CABLES AND WIRES AT CEILINGS AND
FLOOR LEVEL.B. FIREBLOCKING SHALL BE:
I. 2-INCH NOMINAL LUMBER, OR
II. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANELS WITH JOINTS
BACKED WITH 23/32-INCH WOOD STRUCTURAL PANELS, OR
III. 1/2-INCH GYPSUM BOARD, OR
IV. OTHER MATERIALS APPROVED BY THE CODE.
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
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JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
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14'
- 1
1"1
9' -
1 1
/2"
12'
- 0
"7'
- 1
0"1
4' -
2 1/
2"
2' -
0"
34
' -
0 1/
2"
36
' -
0 1
/2"
75' - 0"
13
' -
4 1
/2"
22
' -
8"
7' - 10 1/2"
1' - 10 1/2"
WH
4" CONC. SLAB ON 6 MIL VAPOR BARRIER ON4" CRUSHED STONE WHERE REQ'D ON 95% COMPACTED FILL
CF-24
CF
-24
CF-24
CF
-24
CF
-24
CF
-24
CF
-24
CF
-24
CF
-24
CF
-24
CF
-24
CF
-24
CF-24
CF-24
CF-24
CF-24
CF-24
CF-24
CF-24
5
SD200
1
SD200
5
SD200
2
SD200
2
SD200
3
SD200
3
SD200
3
SD200
4
SD200
48"x48"x12" FOOTING WITH (5) #4EACH WAY BOTTOM
48"x48"x12" FOOTING WITH (5) #4EACH WAY BOTTOM
CF-24 DENOTES 12"x24" CONTINUOUS FOOTING
SIM
1' - 5 1/2" 8' - 3" 1' - 3" 8' - 3" 1' - 5 1/2" 6' - 11" 47' - 4"
36
' -
0 1/
2"
UNEXCAVATED
20' - 8" 14' - 7" 21' - 8" 12' - 1"
69' - 0"
4' -
8 1
/8"
2' -
5 1
/2"
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
SE
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1/4" = 1'-0"1
FOUNDATION/BASEMENT FLOOR PLAN
STEP HIGH FOOTING DOWN TO LOWER FOOTING
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
SE
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5
SD200
1
SD200
5
SD200
2
SD200
2
SD200
3
SD200
3
SD200
3
SD200
4" SOG
-2' - 0"
4" CONC. SLAB 6x6 W1.4xW1.4 WWF OR FIBERREINFORCEMENT ON 4" CRUSHED STONE ON95% COMPACTED FILL.
MIN
. F
OR
BR
AIN
AG
ES
LO
PE
1/4
" P
ER
FT
.
(TYP.)
16" C/C
(TYP.)
16" C/C
11 7/8" TJI 110 @16" C/C
11 7/8" TJI 110 @16" C/C
11 7/8" TJI 110 @16" C/C 11 7/8" TJI 110 @16" C/C 11 7/8" TJI 110 @16" C/C11 7/8" TJI 110 @
16" C/C
(3) 1 3/4" x 16" LVL
5 1/4" x 5 1/4" PSL POST 5 1/4" x 5 1/4" PSL POST
(3) 1 3/4" x 16" LVL
SIM
FLOOR FRAMING NOTES:
1. 2. 3.
4. 5. 6.
7.
8.
9.
ALL FLOOR JOISTS ARE 11 7/8” TJI 110 @ 19.2” C/C U.N.OPROVIDE ¾” T&G APA RATED PLYWOOD SUBFLOORALL DBL. I-JOISTS TO HAVE 2x8 FILLER BLOCKS W/ ½” PLYWOOD SHEATHING (MIN. 24” LONG) NAILED W/ 10-10d BOX NAILS CLINCHED.SPACE JOISTS UNDER CERAMIC TILE/MARBLE FLOOR FINISHES @ 16” C/C MAX.PROVIDE PI AT EACH END OF MULTI-PLY JOISTS U.N.O.FLOOR JOISTS LAYOUT SHOWN IN ONLY FOR GUIDANCE & SHALL NOT BE USED AS SHOP DRAWINGS. FLOOR JOIST SUPPLIER SHALL PROVIDE JOIST LAYOUT & ENSURE NOT TO OBSTRUCT PLUMBING & HVAC OPENINGS & TO VERIFY HEADROOM CLEARANCES.WHERE MASONRY VENEER IS SUPPORTED BY WOOD CONSTRUCTION THAT ADJOINS MASONRY VENEER SUPPORTED BY THE FOUNATION, PROVIDE A MOVEMENT JOINT BETWEEN THE VENEER SUPPORTED BY THE WOOD CONSTRUCTION AND THE FOUNDATION.ALL MULTI-PLY JACKS AND STUDS TO BE GLUED AND NAILED W/. 16d NAILS @ 6”C/C ONE PLY TO ANOTHER, TYPICAL.ALL WINDOW HEADERS 2-2x12 W/. 2-JACKS & 2-STUDS @ EACH END U.N.O ON PLAN.
10. WHERE SINGLE-PLY LVL BEAM IS USED, SUPPORT JOISTS W/ TOP FLANGEHANGERS CAPABLE SUPPORTING THE JOIST REACTION.
11. PROVIDE BACKUP BRACING FOR BRICK VENEER WITH GABLE WALL/TRUSS, USEGABLE TRUSS WITH 2x4 VERT. WEBS @ 24” C/C OR CONTINUOUS 2x4 LATERALNAILER @ 24” C/C VERTICAL, NAILED TO ALL MEMEBRS OF THE TRUSS W/,. MIN2-16d NAILS, U.N.O. ON PLAN.
12. ALL POST AND MULTIPLE STUD SHALL BE RUN CONTINUOUSLY TO SOLIDBEARING ON FOUNDATION WALL OR BEAMS. PROVIDE SOLID BLOCKING ATFLOOR DIAPHRAGM & COLUMN ABOVE AND BELOW.
13. PROVIDE CONTINUOUS SHEATHING AT LEAST ONE SIDE OF BEARING STUDWALLS IN THE BASEMENT OR ATTIC SPACE
14. ALL POST AND MULTIPLE STUD SHALL BE RUN CONTINUOUSLY TO SOLIDBEARING ON FOUNDATION WALL OR BEAMS. PROVIDE SOLID BLOCKING ATFLOOR DIAPHRAGM @ COLUMN ABOVE AND BELOW
OPENING PRESSURES 115 MPH, EXP B
OPENING
SQ. FT.
MID ZONE
+W -W +W -W
END ZONE
* DENOTES PRESSURES CALCULATED FOR DOOR PARTIALLY IN END ZONE
0-19.9999 +14.28 -15.48
20-49.9999
50-99.9999
100 & >
+13.62
+12.78
+12.12
-19.14
-14.82 -17.82
-13.98
-13.32
-16.14
-14.82
FRAMING NOTES 115 EXP. B
ULTIMATE DESIGN WIND SPEED
REFER TO GENERAL NOTES FOR GENERAL FRAMING REQUIREMENTS
U.N.O. ON DRAWINGS
2X4 SPF#2 AT 16" C/C
+14.28
+13.62
+12.78
+12.12
WALL LEGEND
THIS SHEET
10'-0" INTERIOR BEARING
10'-0" CMU
LEGEND
XX - DENOTES HEADER TYPE. SEE
FOR SCHEDULE.
BUILDER NOTE
THE ENGINEERING FOR THIS CONSTRUCTION DOCUMENT HAS BEENPREPARED W/ THE ROOFING MATERIAL AS: SHINGLE
TRUSS NOTE
TRUSS ENGINEERING SUPPLIED WITH THE TRUSSES DELIVERED FORCONSTRUCTION MAY DIFFER FROM THE TRUSS ENGINEERING THAT WAS SUBMITTED WITH THE INITIAL PERMIT DOCUMENTS FOR THIS SITE.THE ENGINEERING WITH THE TRUSSES DELIVERED TO THE SITEGOVERNS, AND RENDERS ANY PREVIOUS TRUSS ENGINEERING NULL AND VOID.
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
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1/4" = 1'-0"1
FIRST FLOOR FRAMING PLAN
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
SE
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OPEN TO BELOW
OPEN TO BELOW
H04 H04
H04 H04 H04 H04
H04H04H04H04H04H04
H07
H07
H30
H04
H04
H04
H07
H07
H07
H36H36
10' - 5 3/4"
1
SD300
2
SD300
2
SD300
1
SD300
2
SD300
24" C/C
24" C/C
6"
/ 12
"6
" /
12
"
6"
/ 12
"
6" / 12"
6"
/ 12
"
6" / 12"
24" C/C
1
SD400
1
SD400
FLOOR TRUSSES @ 24" C/C FLOOR TRUSSES @ 24" C/C FLOOR TRUSSES @ 24" C/C
FLOOR TRUSSES @ 24" C/C
FLOOR TRUSSES @ 24" C/C
FLOOR TRUSSES @ 24" C/C
3/4" PLYWOOD SHEATHING
24
" C
/C
(2) 2X4 POST
(2) 2X4 POST
H07
H07
(3) 2X4 POST
(3) 2X4 POST
(2) 2x12 BEAM
(2)
2x12 B
EA
M
4x4 POST
4x4 POST
(3) 2X4 POST
(3) 2X4 POST
(3) 2X4 POST
(3) 2X4 POST
(3) 2X4 POST
H07
H04
OPENING PRESSURES 115 MPH, EXP B
OPENING
SQ. FT.
MID ZONE
+W -W +W -W
END ZONE
* DENOTES PRESSURES CALCULATED FOR DOOR PARTIALLY IN END ZONE
0-19.9999 +14.28 -15.48
20-49.9999
50-99.9999
100 & >
+13.62
+12.78
+12.12
+14.28 -19.14
-14.82 +13.62 -17.82
-13.98
-13.32
+12.78
+12.12
-16.14
-14.82
FRAMING NOTES 115 EXP. B
ULTIMATE DESIGN WIND SPEED
REFER TO GENERAL NOTES FOR GENERAL FRAMING REQUIREMENTS
U.N.O. ON DRAWINGS
2X4 SPF#2 AT 16" C/C
HEADER SCHEDULE LEGEND
A HEADER IDENTIFICATION MARK HXX
B NUMBER OF PLYS RQUIRED
C **HEADER SIZE
D NUMBER OF JACK/TRIMMER STUDS AT EACH END
E NUMBER OF KING/FULL LENGTH STUDS AT EACH END
F TYPE HEADER STRAP REQUIRED
G NUMBER OF JACK STUDS STRAPPED AT EACH END
H NUMBER OF FULL LENGTH STUDS STRAPPED AT EA. END
I *TYPE STRAP REQUIRED AT BASE OF JACKS AND
BOTH TOP AND BOTTOM OF FULL LENGTH STUDS
* ONLY JACKS THAT ARE REQUIRED TO BE
STRAPPED AT TOP NEED TO BE STRAPPED AT BOTTOM
** HEADER MUST BE DOUGLAS FIR-LARCH #2 OR BETTER
NAIL JACK STUDS AND FULL STRENGTH STUDS TOGETHER
WITH 10d's STAGGERED AT 12" O.C. EACH PLY.
ALL HEADER SHALL BE NAILED TO JACK STUDS W/2 12d
TOE NAILS AND (3) 16d TOE NAILS TO KING STUDS
I
C
F
D
I
E
HEADER SCHEDULE'A' 'B' 'C' 'D' 'E' 'F' 'G'
# HDR.STRAP
EA. END
# HDR. STRAP EA. END
# FULL LENGTH STUDS
EA. END
# JACK STUDS EA.
ENDHDR. SIZE# PLYSMARK
H04
H07
H21
H30
H36
H35
H37
H38
2
2
2
2
2
2
2
2
2x6
2x8
2x10
2x12
1-3/4"x11-7/8" LVL
1
1
2
2
2
2
2
2
1
1
1
1
1
1
1
1
--
--
--
LSTA12
--
--
--
2
2
2
2
2
1-3/4"x9-1/4" LVL
1-3/4"x14" LVL
1-3/4"x18" LVL
LSTA12
LSTA12
LSTA24
LSTA12
FLOOR FRAMING NOTES:
1. ALL FLOOR JOISTS ARE 11 7/8” TJI 210 @ 19.2” C/C U.N.O2. PROVIDE ¾” T&G APA RATED PLYWOOD SUBFLOOR3. ALL DBL. I-JOISTS TO HAVE 2x8 FILLER BLOCKS W/ ½” PLYWOOD SHEATHING
(MIN. 24” LONG) NAILED W/ 10-10d BOX NAILS CLINCHED.4. SPACE JOISTS UNDER CERAMIC TILE/MARBLE FLOOR FINISHES @ 16” C/C MAX.5. PROVIDE PI AT EACH END OF MULTI-PLY JOISTS U.N.O.6. FLOOR JOISTS LAYOUT SHOWN IN ONLY FOR GUIDANCE & SHALL NOT BE USED
AS SHOP DRAWINGS. FLOOR JOIST SUPPLIER SHALL PROVIDE JOIST LAYOUT & ENSURE NOT TO OBSTRUCT PLUMBING & HVAC OPENINGS & TO VERIFY HEADROOM CLEARANCES.
7. WHERE MASONRY VENEER IS SUPPORTED BY WOOD CONSTRUCTION THAT ADJOINS MASONRY VENEER SUPPORTED BY THE FOUNATION, PROVIDE A MOVEMENT JOINT BETWEEN THE VENEER SUPPORTED BY THE WOOD CONSTRUCTION AND THE FOUNDATION.
8. ALL MULTI-PLY JACKS AND STUDS TO BE GLUED AND NAILED W/. 16d NAILS @ 6”C/C ONE PLY TO ANOTHER, TYPICAL.
9. ALL WINDOW HEADERS 2-2x12 W/. 2-JACKS & 2-STUDS @ EACH END U.N.O ON PLAN.
10. WHERE SINGLE-PLY LVL BEAM IS USED, SUPPORT JOISTS W/ TOP FLANGEHANGERS CAPABLE SUPPORTING THE JOIST REACTION.
11. PROVIDE BACKUP BRACING FOR BRICK VENEER WITH GABLE WALL/TRUSS, USEGABLE TRUSS WITH 2x4 VERT. WEBS @ 24” C/C OR CONTINUOUS 2x4 LATERALNAILER @ 24” C/C VERTICAL, NAILED TO ALL MEMEBRS OF THE TRUSS W/,. MIN2-16d NAILS, U.N.O. ON PLAN.
12. ALL POST AND MULTIPLE STUD SHALL BE RUN CONTINUOUSLY TO SOLIDBEARING ON FOUNDATION WALL OR BEAMS. PROVIDE SOLID BLOCKING ATFLOOR DIAPHRAGM & COLUMN ABOVE AND BELOW.
13. PROVIDE CONTINUOUS SHEATHING AT LEAST ONE SIDE OF BEARING STUDWALLS IN THE BASEMENT OR ATTIC SPACE
14. ALL POST AND MULTIPLE STUD SHALL BE RUN CONTINUOUSLY TO SOLIDBEARING ON FOUNDATION WALL OR BEAMS. PROVIDE SOLID BLOCKING ATFLOOR DIAPHRAGM @ COLUMN ABOVE AND BELOW
WALL LEGEND
THIS SHEET
10'-0" INTERIOR BEARING
10'-0" CMU
LEGEND
XX - DENOTES HEADER TYPE. SEE
FOR SCHEDULE.
BUILDER NOTE
THE ENGINEERING FOR THIS CONSTRUCTION DOCUMENT HAS BEENPREPARED W/ THE ROOFING MATERIAL AS: SHINGLE
TRUSS NOTE
TRUSS ENGINEERING SUPPLIED WITH THE TRUSSES DELIVERED FORCONSTRUCTION MAY DIFFER FROM THE TRUSS ENGINEERING THAT WAS SUBMITTED WITH THE INITIAL PERMIT DOCUMENTS FOR THIS SITE.THE ENGINEERING WITH THE TRUSSES DELIVERED TO THE SITEGOVERNS, AND RENDERS ANY PREVIOUS TRUSS ENGINEERING NULL AND VOID.
TRUSS CONNECTOR SCHEDULE (SIMPSON STRONG-TIE)
MAX UPLIFT / LATERAL (LBS.)MODEL #
H1
H2A
H2.5T
H4
H10A*
H16*
HTS20*
400/415
495/130
545/135
235/140
1245
1015/1015
1245
GIRDERS 2-PLY OR MORE
MAX UPLIFT / LATERAL (LBS.)MODEL #
LGT2*
LGT3-SD S2.5
LGT4-SDS3*
HGT-2*
HGT-3*
HGT-4*
1785
2655
2925
6485
9250
9035
1. UPLIFT VALUES ARE FOR SINGLE ANCHOR. TWO ANCHORS MAY BE USED TO DOUBLE THE UPLIFT CAPACITY ABOVE. IF THE MEMBER IS A MINIMUM 2-PLY. CONNECTORS NOTED (*) MAY NOT BE DOUBLED.
2. UPLIFT VALUES ARE BASED ON SPF WOOD SPECIES.3. GIRDER & TRUSS-GIRDER TRUSS CONNECTIONS ARE TO BE
SPECIFIED BY THE TRUSS ENGINEER.4. CONNECTORS LISTED ABOVE WITH LATERAL CAPACITY ARE
CAPABLE OF TRANSFERRING ROOF TO WALL DIAPHRAGM LOADS WITH NO BLOCKING REQUIRED.
5. ADDITIONAL LATERAL BLOCKING (IF REQUIRED) SHALL BE NOTED ON FRAMING PLANS.
6. SEE HEEL TRUSS DETAIL FOR ADDITIONAL SHEATHING & BLOCKING WHEN APPLICABLE.
MAX. GIRDER TRUSS REACTIONS (LBS.)
2X4 WALL# OF PLYS
2 4500
TRUSS DIRECTLY TO SPF#2 TOP PLATE
2X6 WALL
6700
3 6700 10000
4 9000 13400
TRUSS WITH (2) SIMPSON TBE 4 OR TBE6 TO SPF#2 TOP PLATE
2 6565 9575
3 8795 13080
4 11025 16585
GIRDER TRUSS PLYS SHOWN MAY VARY. PLEASE REFER TO TRUSS MANUFACTURER'S DWGS FOR ACTUAL NUMBER OF PLYS REQUIRED.
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
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SECOND FLOOR FRAMNG PLAN
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
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10
" / 12
"1
0"
/ 12
"
6" / 12"6" / 12"
RIDGE
RID
GE
(TYP.)
1' - 0"
(TY
P.)
1' -
0"
H04
H04
H04
H04
H04
H04
H04
H04
H04 H04
H04
ATTIC ACCESS
HTS20 TO (3) 2X4 COLUMN
HTS20 TO (3) 2X4 COLUMN
2
SD400
2
SD400
2
SD400
ROOF FRAMING NOTES:
1. ALL ROOF FRAMING TO BE PRE-ENGINEERED PRE-FAB. WOOD ROOF TRUSSES " @ 24" C/C U.N.O
2. G.T. INDICATES ROOF GIRDER TRUSS3. PROVIDE 7/16” APA RATED PLYWD./O.S.B. ROOF SHEATHING W/ METAL CLIPS
@ 24” C/C. (SIMPSON PSCL OR EQ.)4. SEE ARCH. DWGS. FOR ALL DIMENSIONS.5. TRUSS MFR. TO DESIGN GABLE END TRUSSES FOR WIND SPEED OF 90 MPH.6. PROVIDE HURRICANE ANCHORS (HOLD DOWN CLIPS) CAPABLE TO RESIST
UPLIFT LOADS SHOWN ON THE ROOF TRUSS SHOP DRAWINGS. WHERE RAFTER FRAMING IS USED PROVIDE SIMPSON H-3 HURRICANE ANCHORS OR EQUAL AT EACH BEARING POINT.
7. TRUSS MFR. TO VERIFY ROOF TRUSS SPANS, HEEL HEIGHTS, PITCHES, OVERHUNG AND COFFERED CEILING LOCATION WITH ARCHITECTURAL DWGS.
8. FRAME OVERBUILD ROOF W/ PREFABRICATED VALLEY SET ROOF TRUSSES @ 24” C/C U.N.O
9. PROVIDE P-1 POST AT EACH END OF GIRDER TRUSSES & HIP JACKS U.N.O ON PLAN.
10. TRUSS LAYOUT SHOWN IS ONLY FOR GUIDANCE & SHALL NOT BE USED ASSHOP DRAWINGS.
11. PROVIDE BACKUP BRACING FOR BRICK VENEER WITH GABLE WALL/TRUSS,USE GABLE TRUSS WITH 2x4 VERT. WEBS @ 24” C/C OR CONTINUOUS 2x4LATERAL NAILER @ 24” C/C VERITCAL, NAILED TO ALL MEMBERS OF THETRUSS W/. MIN. 2-16d NAILS, U.N.O. ON PLAN.
12. BALLOON FRAME ALL GABLE END WALLS TO UNDER SIDE OF CEILING.13. ALL POST AND MULTIPLE STUD SHALL BE RUN CONTINUOUSLY TO SOLID
BEARING ON FOUNDATION WALL OR BEAMS. PROVIDE SOLID BLOCKING ATFLOOR DIAPHRAGM @ COLUMN ABOVE AND BELOW
OPENING PRESSURES 115 MPH, EXP B
OPENING
SQ. FT.
MID ZONE
+W -W +W -W
END ZONE
* DENOTES PRESSURES CALCULATED FOR DOOR PARTIALLY IN END ZONE
0-19.9999 +14.28 -15.48
20-49.9999
50-99.9999
100 & >
+13.62
+12.78
+12.12
-19.14
-14.82 -17.82
-13.98
-13.32
-16.14
-14.82
FRAMING NOTES 115 EXP. B
ULTIMATE DESIGN WIND SPEED
REFER TO GENERAL NOTES FOR GENERAL FRAMING REQUIREMENTS
U.N.O. ON DRAWINGS
2X4 SPF#2 AT 16" C/C
+14.28
+13.62
+12.78
+12.12
HEADER SCHEDULE LEGEND
A HEADER IDENTIFICATION MARK HXX
B NUMBER OF PLYS RQUIRED
C **HEADER SIZE
D NUMBER OF JACK/TRIMMER STUDS AT EACH END
E NUMBER OF KING/FULL LENGTH STUDS AT EACH END
F TYPE HEADER STRAP REQUIRED
G NUMBER OF JACK STUDS STRAPPED AT EACH END
H NUMBER OF FULL LENGTH STUDS STRAPPED AT EA. END
I *TYPE STRAP REQUIRED AT BASE OF JACKS AND BOTH TOP AND BOTTOM OF FULL LENGTH STUDS
* ONLY JACKS THAT ARE REQUIRED TO BE
STRAPPED AT TOP NEED TO BE STRAPPED AT BOTTOM
** HEADER MUST BE DOUGLAS FIR-LARCH #2 OR BETTER
NAIL JACK STUDS AND FULL STRENGTH STUDS TOGETHERWITH 10d's STAGGERED AT 12" O.C. EACH PLY.
ALL HEADER SHALL BE NAILED TO JACK STUDS W/2 12dTOE NAILS AND (3) 16d TOE NAILS TO KING STUDS
I
C
F
D
I
E
HEADER SCHEDULE'A' 'B' 'C' 'D' 'E' 'F' 'G'
# HDR.STRAP
EA. END
# HDR. STRAP EA. END
# FULL LENGTH STUDS
EA. END
# JACK STUDS EA.
ENDHDR. SIZE# PLYSMARK
H04
H07
H21
H30
H36
H35
H37
H38
2
2
2
2
2
2
2
2
2x6
2x8
2x10
2x12
1-3/4"x11-7/8" LVL
1
1
2
2
2
2
2
2
1
1
1
1
1
1
1
1
--
--
--
LSTA12
--
--
--
2
2
2
2
2
1-3/4"x9-1/4" LVL
1-3/4"x14" LVL
1-3/4"x18" LVL
LSTA12
LSTA12
LSTA12
LSTA24
TRUSS CONNECTOR SCHEDULE (SIMPSON STRONG-TIE)
MAX UPLIFT / LATERAL (LBS.)MODEL #
H1
H2A
H2.5T
H4
H10A*
H16*
HTS20*
400/415
495/130
545/135
235/140
1245
1015/1015
1245
GIRDERS 2-PLY OR MORE
MAX UPLIFT / LATERAL (LBS.)MODEL #
LGT2*
LGT3-SD S2.5
LGT4-SDS3*
HGT-2*
HGT-3*
HGT-4*
1785
2655
2925
6485
9250
9035
1. UPLIFT VALUES ARE FOR SINGLE ANCHOR. TWO ANCHORS MAY BE USED TO DOUBLE THE UPLIFT CAPACITY ABOVE. IF THE MEMBER IS A MINIMUM 2-PLY. CONNECTORS NOTED (*) MAY NOT BE DOUBLED.
2. UPLIFT VALUES ARE BASED ON SPF WOOD SPECIES.3. GIRDER & TRUSS-GIRDER TRUSS CONNECTIONS ARE TO BE
SPECIFIED BY THE TRUSS ENGINEER.4. CONNECTORS LISTED ABOVE WITH LATERAL CAPACITY ARE
CAPABLE OF TRANSFERRING ROOF TO WALL DIAPHRAGM LOADS WITH NO BLOCKING REQUIRED.
5. ADDITIONAL LATERAL BLOCKING (IF REQUIRED) SHALL BE NOTED ON FRAMING PLANS.
6. SEE HEEL TRUSS DETAIL FOR ADDITIONAL SHEATHING & BLOCKING WHEN APPLICABLE.
MAX. GIRDER TRUSS REACTIONS (LBS.)
2X4 WALL# OF PLYS
2 4500
TRUSS DIRECTLY TO SPF#2 TOP PLATE
2X6 WALL
6700
3 6700 10000
4 9000 13400
TRUSS WITH (2) SIMPSON TBE 4 OR TBE6 TO SPF#2 TOP PLATE
2 6565 9575
3 8795 13080
4 11025 16585
GIRDER TRUSS PLYS SHOWN MAY VARY. PLEASE REFER TO TRUSS MANUFACTURER'S DWGS FOR ACTUAL NUMBER OF PLYS REQUIRED.
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
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06/15/2020
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1/4" = 1'-0"1
ROOF FRAMING PLAN
TRAY CEILING
MAX.
6"
MAX.
6"
IF WALL STUD STRAPPING IS REQUIRED PER THE FRAMING
PLAN, THE TOP PLATES SHALL ALSO BE STRAPPED TO THE
HEADER W/ THE SAME STRAPS AND SPACING AS THE WALL
STUDS.
INSTALL HEADER DIRECTLY BELOW TOP PLATE
FRAME BELOW HEADER AS NEEDED
HEADER STRAP IF REQUIRED
FULL LENGTH/KING STUD
JACK STUD
2X STUDS - SEE FRAMING PLAN FOR SIZE, TYPE
SPACING, AND STUD STRAPPING IF REQUIRED
2x P.T. SOLE PLATE
SEE SCHEDULE FOR ANCHORAGE
ALTERNATE ANCHOR LOCATION
FOOTING OR BOND BEAM SEE FRAMING DETAILS FOR
2-STORY CONDITIONS
NOTE:
SYSTEM DESIGNED FOR COMBINED
SHEAR AND UPLIFT RESISTANCE
NOTE:
HEADERS SHALL BE NAILED TO KING STUDS W/ 3-16d NAILS
AND TO JACK STUDS W/2-12d TOE NAILS.
REFER TO HEADER SCHEDULE FOR ALL FRAMING ANDSTRAPPING REQUIREMENTS AT OPENINGS.
REFER TO FRAMING PLANS FOR WALL STRAPPING
REQUIREMENTS IF REQUIRED
JACK & FULL LENGTH STUDS PER
SCHEDULE
HEADER AND SUPPORTS PER PLAN
MINIMUM (3) 2x
MEMBERS INSTALLED
BETWEEN OPENINGS
2x WALL
PER
PLAN
(4) SIMPSON L30'S
OR (4) USP AC3's
AT EA. SIDE OF CENTER2x JACKS-TOP & BOT.
NOTE:
WINDOW/DOOR MUST BE ATTACHED PER
MANUFACTURER, MINOR CHANGES MAYOCCUR ACCORDING TO INDIVIDUAL
OPENINGS
HEADER AND SUPPORTS
SEE SCHEDULE
STRAPS PER SCHEDULE
2x STUDS
SIMPSON L30 (TYP)
STRAPS PER PLAN
2x W/(3) 12d TOENAILS
EACH END
NOTE:
WINDOWS MUST BE ATTACHED PER
MANUFACTURER MINOR CHANGESMAY OCCUR ACCORDING TO
INDIVIDUAL OPENINGS
SIMPSON L30 OR HOLDDOWN PER
PLAN
STRAPS PER SCHEDULE
SIMPSON L30 OR HOLDDOWN PER
SCHEDULE
NOTE:
THIS SECTION APPLIES WHEN
WINDOW ASSEMBLIES ARE NOT
DIRECTLY ATTACHED TO EACH OTHER
NOTES:
1
2 4"4"
1
12
4"4"
4"
2
4"
4"
4"
4"
2
5' INCLUDING
ROOF
OVERHANG
ROOF RIDGE
GABLE END
3
3
3
3
ROOF SHEATHING FASTENING SCHEDULE
ROOF SHEATHING NAILS PANEL LOCATIONSROOF FASTENING ZONES
7/16" STRUCTURAL
SHEATHING8d COMMON
PANEL EDGES @ SUPPORTS (1)
PANEL FIELD
1 2 3
6" O.C. 6" O.C. 4" O.C.
6" O.C. 6" O.C.12" O.C.
1. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
2. 2-1/2" X .131 DIAMETER POWER DRIVEN COATED SCREW OR
0.131" DIAMETER RING SHANK NAILS MAY BE USED IN LIEU OF 10d COMMOM NAILS WITHREDUCED
SPACING AS FOLLOWS:
12" SPACE CHANGES TO 6"; 6" CHANGES TO 4" ; AND 4" CHANGES TO 2-1/2"
3. SHEATHING MUST BE 24/16" SPAN RATED PLYWOOD OR OSB
4. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS-TYPICAL5. ROOF IS DESIGNED AS UNBLOCKED DIAPHRAGM. BLOCKING OF ALL PANEL EDGES ( INCLUDING
RIDGE ) IS NOT REQUIRED. HIPS AND VALLEYS ARE BLOCKED PER SPAN RATING OF PLYWOOD.
115MPH ULTIMATE WIND SPEEDS FOR EXPOSURE B & C
vvINSULATION 5/8" TYPE 'X' GYP. BOARD
WOOD STUDS
GARAGE
1/2" GYPSUM WALL BOARD
LIVING SPACESEE STRUCT. PLANS IFCLOSER SPACING IS REQ'D.
16" O.C. MAX
2. FIRE RESISTANT WALL DESIGN IS BASED ON NEW JERSEY, DIVISION OF CODES AND, STANDARDS, FORMALTECHNICAL OPINION (FTO-13), DATED JUNE 1999.
NOTE:
1. INSTALL 5/8" TYPE 'X' GYPSUM BOARD AT RIGHT ANGLES TO STUD FASTENED WITH NO.6/1 5/8" TYPE W OR SSCREWS AT 8" O.C EDGES, 12" O.C FIELD MAX. APPLY FASTENERS TO STUDS, TOP AND BOTTOM PLATES (NOBLOCKING REQ'D AT PANEL EDGES). THE JOINTS OF THE GYPSUM WALL BOARD SHALL BE SEPARATED BY ATLEAST ONE STUD BAY OR OPPOSITE SIDES OF THE WALL. REFER TO SHEET SWB-1 FOR ADDITIONALINFORMATION.
1a. INSTALL 1/2" GYPSUM WALL BOARD AT RIGHT ANGLES TO STUD FASTENED WITH NO. 6/1 1/4" TYPE W OR S SCREWS AT 8" O.C EDGES, 12" O.C FIELD MAX. APPLY FASTENERS TO STUDS, TOP AND BOTTOM PLATES (NO BLOCKING REQ'D AT PANEL EDGES). THE JOINTS OF THE GYPSUM WALL BOARD SHALL BE SEPARATED BY. ONE STUD BAY ON AT LEAST OPPOSITE SIDES OF THE WALL. REFER TO SHEET SWB-1 FOR ADDITIONAL INFORMATION.
INSULATIONWHERE REQ'D
5/8" TYPE 'X' GYPSUM BOARD
GARAGE
2X WOOD STUDS
EXTERIORVINYL SIDING
7/16" PLYWOODSHEATHING
SEE STRUCT. PLANS IF
16" O.C. MAX
1b. INSTALL EXTERIOR SHEATHING AS SPECIFIED ON THE ARCHITECTURAL PLANS AND SPECIFICATIONS ON CS.
2. FIRE RESISTANT WALL DESIGN IS BASED ON NEW JERSEY, DIVISION OF CODES AND, STANDARDS, FORMALTECHNICAL OPINION (FTO-13), DATED JUNE 1999.
1. INSTALL 5/8" TYPE 'X' GYPSUM BOARD AT RIGHT ANGLES TO STUD FASTENED WITH NO. 6/1 5/8" TYPE W OR SSCREWS AT 8" O.C EDGES, 12" O.C FIELD MAX. APPLY FASTENERS TO STUDS, TOP AND BOTTOM PLATES (NOBLOCKING REQ'D AT PANEL EDGES). THE JOINTS OF THE GYPSUM WALL BOARD SHALL BE SEPARATED BY ATLEAST ONE STUD BAY ON OPPOSITE SIDES OF THE WALL. REFER TO SHEET SWB-1 FOR ADDITIONALINFORMATION.
NOTE:
CLOSER SPACING IS REQD.
3/4" = 1'-0"4
FRAMED BEARING WALL DETAIL
3/4" = 1'-0"1
WALL OPENING MULTI WINDOW
3/4" = 1'-0"2
WALL OPENING, MULTI WINDOW
3/4" = 1'-0"V
RSH1
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
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1 1/2" = 1'-0"5
FIRE RESISTANT INTERIOR WALL PLAN
1 1/2" = 1'-0"6
FIRE RESISTANT EXTERIOR BEARINGWALL PLAN
SEE ELEV.
PRE-ENG. TRUSSES @ 24" C/C
TOP PLATE (2) 2x4 STUDSEDGE NAILING @
UPPERMOST PLATE
CO
NT
INU
OU
S S
HE
AT
HIN
G
EXTERIOR SHEATHINGSEE SPEC'S. FOR TYPE,
THICKNESS AND ATTACHMENTS.
EDGE NAILING
SHEATHING JOINT
EDGE NAILING
CO
NT
INU
OU
S S
HE
AT
HIN
G
EDGE NAILING
EDGE NAILING
1-1/8" RIM BOARD
SHEATHING JOINT
EDGE NAILING
RIP
PE
D P
IEC
EO
F S
HE
AT
HIN
GA
T B
OT
TO
M
TREATED 2X6PLATE W/ 1/2" A.B.'S
@ 6'-0" MAX. C/C ANDWITHIN 12" OF PLATE
ENDS (7" EMBED)
FINISHED GRADE
8" CONCRETE FDN. WALL
SIMILAR @ POURED CONCRETEBASEMENT WALL OR SLAB ONGRADE CONDITION.
TJI PERP.
3/4" T&G UNDERLAYMENT ONPRE-ENGINEERED FLOORJOIST - REFER TO TRUSS PLAN
TREATED 2X6PLATE W/ 1/2"° A.B.'S@ 6'-0" MAX. C/C ANDWITHIN 12" OF PLATE
ENDS (7" EMBED)
EDGE NAILING
SHEATHING JOINT
1-1/8" RIM BOARD
2X4 W/8D'S @6" MAX C/C
FLOOR JOIST PER PLAN
GYPSUM CEILING
2x STUDS SEESPEC'S FOR SIZE,TYPE AND SPACING
TJI PARALLEL
2x STUDS SEESPEC'S FOR SIZE,TYPE ANDSPACING.
CONT 2x PLATE W/(2)16d BOX NAILS (0.131 Min) @ 12" C/C MAX.
FLOOR SHEATHINGSEE SPEC'S. FORATTACHMENT
1 1/8" RIM BOARD
BASEMENT
(2) SIMPSON CS16 X 48"LONG COIL STRAPS WITH10d NAILS EACH HOLEON INSIDE FACE OF WALL
2X4 P.T. PLATE WITH TWO1/2" DIA. X 10" ANCHORBOLTS 8" MIN. EMBEDWITH A 3/16"X2"X2"PLATE WASHERS
SIMPSON STA21 WITH 16-10d NAILS ON
INSIDE FACE OF WALL
MINIMUM 3"x11 1/4" CONTINUOUS BEAM FULLLENGTH OF FRAME. SEE PLANS FOR SIZE.
NAIL THE SHEATHINGIN SHADED AREA TOBEAM WITH 8d NAILSAT 3" C/C EACH WAY
(2) ROWS 16d NAILSAT 3" C/C
(2) SIMPSON CS16 X48" LONG COILSTRAPS WITH 10dNAILS EACH HOLEON INSIDE FACE OFWALL.
SEE FOUNDATIONSHEETS PER
FOUNDATION OPTION
2X4 P.T. PLATE WITH TWO 1/2" DIA. X10" ANCHOR BOLTS 8" MIN. EMBED WITH
A 3/16"X2"X2" PLATE WASHERS
(2) 2X STUD MIIN. AT START AND END OF WALL SEGMENTS EACH SIDE OF OPENING SEE
PLANS FOR ADDITIONAL STUDS
7/16" O.S.B. OR 15/32" PLYWOODEXTERIOR WALL SHEATHING. AT
SHADED AREAS NAIL SHEATHING TOALL SUPPORTS (STUDS, PLATES,
BLOCKING, ETC.) WITH 8d NAILS AT 3" C/C.
IF ONE FULL HEIGHT SHEET OFO.S.B.PLYWD IS NOT USED, PROVIDE A
HORIZONTAL JOINT ONLY WITHIN 24" OFTHE MID-HEIGHT OF THE WALL
WHERE FULL HEIGHT PANEL WIDTHEXCEEDS 16" PROVIDE ADDITIONAL
STUDS AT 16" O.C. NAIL SHEATHING TOALL STUDS WITH 8d NAILS AT 3" C/C
7/16" O.S.B. OR 15/32" PLYWOODEXTERIOR WALL SHEATHING AT
UNSHADED AREAS (BEAM, INFILL WALLABOVE BEAM, AND CENTER WALL). NAILSHEATHING TO ALL SUPPORTS (STUDS,
PLATES, BLOCKING, ETC.) WITH 8d NAILSAT 6" C/C. AT EDGES AND 12" C/C. IN THE
FIELD.
CONT. 2X PLATE WITH 10d NAILS AT 16"O.C. INTO HEADER/BEAM
TWO CONT. 2X TOP PLATES, EXTENDEACH END INTO ADJACENT WALL. NAIL
SPLICES PER TABLE R602.3(1) WITH8-16d NAILS PER SPLICE/LAP.
EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL SEGMENTS)
EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL SEGMENT)
SHEARWALL GENERAL NOTES:
- SHEARWALLS ARE DESIGNED USING ENGINEERING ANALYSIS AND NOT THE PRESCRIPTIVECODE METHODS.
- ALL WALLS (LESS OPENINGS) ARE CONSIDERED TO BE SHEARWALLS.
- EXTERIOR WALL SHEATHING IS 7/16" OSB FASTENED TO SUPPORTS USING 6d NAILS AT 6"C/C AT SHEET EDGES AND 12" O.C. AT FIELD SUPPORTS OR 16 GA X 1-3/4" STAPLES AT 3" C/C AT SHEET EDGES AND 12" O.C. AT FIELD SUPPORTS.
- NO INTERIOR SHEARWALLS ARE REQUIRED.
16d NAILS @ 24" C/C
8d NAILS @ 6" C/C (EDGES)
8d NAILS @ 12" C/C TOFRAMING NOT @ EDGES
8d NAILS @ 12" C/C TOFRAMING NOT @ EDGES
8d NAILS @ 6" C/C (EDGES)
7/16" SHEATHING
GARAGE WALL SHEATHING DETAIL
ALTERNATE (SAME AS ABOVE U.N.O.)
7/16" SHEATHING(EXTEND TO CORNER
ON INSIDE AND OUTSIDE)
8d NAILS @ 6" O.C. (EDGES)
8d NAILS @ 12" O.C. TO FRAMING NOT @ EDGES
10d NAILS @ 12" O.C.
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
SE
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3/4" = 1'-0"1
WALL SECTIONS3/4" = 1'-0"
2
CONTINUOUS PORTAL FRAME PANELCONSTRUCTION
3/4" = 1'-0"3
GARAGE WALL SHEATHING DETAILS
CONT. 2x4 KEY
CONT. 2-#4 BARS
2x6 SILL PL. W/SIMPSON "MASAZ"
@ 6'-0" O.C. & 12" FROM CORNERS
HORIZONTAL BARS - #4 @ 24" 0.C.
1/2" EXP. MATERIAL
W/ 6x6 W1.4xW1.4 WWF.4" CONC. SLAB ON GRADE
8" CONC. FOUNDATION WALL.
STUD WALL. SEE PLANFOR SIZE & SPACING.
CONC. FTG. SEE PLANSFOR SIZE.
3/4" T. & G. PLYWD. SUBFLOORFL. JOIST. SEE PLANFOR SIZE, SPACING& DIRECTION
DOWELS TO MATCH
VERT. BARS WITH
MIN. 24" SPLICE.
VERTICAL BARS -
SEE S-405
8"
8"E.Q.
8'-0"M
AX
SE
E P
LA
N
EQ.
8"
MIN
.M
AX
.BA
CK
FIL
L H
EIG
HT
=7'-4"M
AX
2" CLR.
VERTICAL BARS
SEE SHEET S-405 FOR SIZE ANDSPACING
JOISTS ARE IN PLACE OR
UNTIL CONC. SLAB IS
DO NOT BACKFILL UNTIL FL.
2x4 SILL PLATE W/SIMPSON "MASAZ" @ 6'-0"O.C. & 12" MAX. FROM CORNERS
IN PLACE AND HAS GAINED75% OF SPECIFIED STRENGTH
BRACE TOP OF CONC. WALL
#4 HORIZ. BARS @ 24" 0.C.
1/2" EXP. MATERIAL
4" CONC. SLAB ON GRADEW/ 6x6 W1.4xW1.4 W.W.F.
STUD WALL SEE PLAN
3/4" T&G PLYWD. SUBFL.
FLR. JSTS. SEE PLANFOR DIRECTION, SIZE
STRAND BANDBOARD NAIL TO
STRAND W/10d
PLYWD. SUBFLR.
1 1/4"x14" TIMBER
NAILS @ 6" O.C.
& SPACING.
TO TIMBER
CONC. FTG. SEE PLANS FOR SIZE.
8" CONC. FDN. WALL.
#4 DOWELS @ 24" O.C.
24"
24"
1/2" EXP. JOINT.
#3 @ 12" O.C. B.E.W.
4" CONC. SLAB W/
DOWELS TO MATCH
VERT. BARS WITH
MIN. 24" SPLICE.
3"
CLR
.
EQ.
VE
RIF
Y W
/ A
RC
H. D
WG
S. (8
'-0"
MA
X.)
EQ. 10"
8"
SE
E A
RC
H.
4"6"
16"x8" CONC. FTG
W/2-#4 CONT.
4" CONC. SLAB W/#4 @ 12" O.C. + 6x6xW1.4xW1.4 W.W.F.
FOR REINF.
CONC. WALL, SEE PLAN
12"
MIN
. F
RO
ST
DE
PT
H
4"8"4"
8"
4"
4"
24"
MA
X.
4" CONC. SLAB ON GRADE
W/ 6x6-W1.4xW1.4 W.W.F.
16"x12" THICKEN SLAB
W/ 2-#4 CONT. BOTT.
SEE PLANS FOR INFO.
2x4 P.T. SILL PL. W/ POWER
(HILTI DS 82 P10 OR EQ.)
INTERIOR BEARING STUD WALL.
DRIVEN FASTENERS @ 24" O.C.
THICKEN SLAB
OF WALL &
4"
8"
16" 3"
CLR
.
C
DRAIN TILE
TO DAYLIGHT
CONT. 2x4 KEY
CONT. 2-#4 BARS
2x6 SILL PL. W/SIMPSON "MASAZ"
@ 6'-0" O.C. &12" FROM CORNERS
HORIZONTAL BARS - #4 @ 24" 0.C.
1/2" EXP. MATERIAL
W/ 6x6 W1.4xW1.4 WWF.4" CONC. SLAB ON GRADE
8" CONC. FOUNDATION WALL.
FOR SIZE & SPACING.STUD WALL. SEE PLAN
CONC. FTG. SEE PLANS
FOR SIZE.
FOR SIZE, SPACING
FL. JOIST. SEE PLAN
& DIRECTION
3/4" T. & G. PLYWD. SUBFLOOR
DOWELS TO MATCH
VERT. BARS WITH
MIN. 24" SPLICE.
VERTICAL BARS -
SEE S-405
8"
8"E.Q.
8'-0"M
AX
SE
E P
LA
N
EQ.
8"
MIN
.M
AX
.BA
CK
FIL
L H
EIG
HT
=7'-4"M
AX
2" CLR.
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
SE
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SD200
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FOUNDATION DETAIL
2?
FOUNDATION DETAIL
3?
MONO FOOTING
4?
INTERIOR FOOTING
5?
FOUNDATION DETAIL
Scale
File Name
Section
3/4" = 1'-0"
Scale
File Name
Section
3/4" = 1'-0"
Scale
File Name
Section
3/4" = 1'-0"
Scale
File Name
Section
3/4" = 1'-0"
Scale
File Name
Section
3/4" = 1'-0"
GYPSUM CEILING
2x STUDS SEE SPE'S FOR SIZE TYPE AND SPACING
CONT. 2X PLATE W/ 16d BOX NAILS (0.131 MIN.) @ 12" C/C MAX.
2x STUDS SEE SPE'S FOR SIZE TYPE AND SPACING
FLOOR SHEATHING SEE SPEC'S.FOR ATTACHMENT
STUD WALL. SEE PLAN
FLOOR JOIST PER PLAN
16"
MIN
8d TOE NAILS @ 12" C/C
EDGE NAILING PER SPECS.
PRE-ENG. RIM BOARD PER PLAN
EXTERIOR SHEATHING CONTINUOUS ACROSS FLOORCONNECTION. SEE SPEC'S. FORTYPE, THICKNESS AND ATTACHMENTS
NOTE:IF REQUIRED PROVIDE ONE ROW2X BLOCKING @ ALL SHEATHING EDGES LAID FLAT OR VERTICALW/ EDGE NAILING PER SPEC'S.
FOR SIZE & SPACING.STUD WALL. SEE PLAN
FOR SIZE, SPACINGFL. JOIST. SEE PLAN
& DIRECTION
3/4" T. & G. PLYWD. SUBFLOOR
STUD WALL. SEE PLAN
12" FROM CORNERS
"MASAZ" @ 6'-0" O.C. &DBL. P.T. 2x6 SILL PL. W/SIMPSON
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
SE
AL
SD300
FR
AM
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DE
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ILS
06/15/2020
20-061501
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1?
FLOOR JOIST PERPENDICULAR TO FRAME WALL
2?
FLOOR JOIST
Scale
File Name
Section
3/4" = 1'-0"
Scale
File Name
Section
3/4" = 1'-0"
IF EXTERIORWALLLENGTH IS GREATER THAN25'-0" PROVIDE TWOADDITIONAL ANGLEDSUPPORTS AT 4'-0" EACHSIDE OF RIDGE.
ATTACH SHEATHING TO BLOCKINGWITH "EDGE" FASTENING SPACING
ROOF SHEATHING
2x4 BLOCKING AT RIDGE FOR AMIN. OF 2 BAYS AS SHOWN
2-10d NAILS
MIN 3 - 10d NAILS
2x4 ANGLED BRACE AS SHOWNEXTENDING FROM TOP OF WALL TORIDGE FOR A MIN. OF TWO BAYS OR45 DEGREES, WHICHEVER IS LESS.
MIN. 3-10d TOE NAILS
BRACING REQUIRED AT RIDGE, AND AT 8'-0"MAX C/C BRACING NOT REQ'D IN AREASWHERE HEIGHT OF GABLE IS 4'-0" OR LESS
ADD FLAT 2x4 TO BRACE WHEN BRACINGCAN NOT BE FASTENED TO ROOF TRUSSES.
EXTERIOR SHEATHING TO BE CONTINUOUSOVER GABLE END TRUSS.
GABLE END TRUSS.
2x4 NAILER FULL LENGTH OF WALL.
16d NAILS AT 6" O.C.
12d NAILS AT 4" O.C.
EXTERIOR WALL PER PLAN.
NOTES:
STRUCTURAL SHEATHINGSEE PLAN FORATTACHMENT
2x BLOCKING BETWEENTRUSSES W/ (2) 12d
TOENAILS AT EACH END
TRUSS ANCHOR SEECONNECTOR CHART
PRE-ENGINEERED WOODTRUSSES AT 2'-0" O.C. MAX
TRUSS ANCHOR SEECONNECTOR CHART
FASCIA SEE ARCH DWGS
CEILING BOARD
DOUBLE 2X TOP PLATE
SHEATHING SEEPLAN FOR ATTACHMENT
2x STUDS - SEE PLAN FORSPACING & STRAPPING
REQUIREMENTS
REFER TO ARCH. DWGS. AND/OR TRUSS MFG.DWGS. FOR SPECIFICTRUSS PROFILEINFORMATION. (i.e. HEELHEIGHTS, SLOPE,OVERHANGS ANDADDTIONAL BRACING)
STANDARD HEEL TRUSS (SIMILAR @ VAULTED CONDITION)
FOR HEELED TRUSSESADDITIONAL STRUCTURAL
SHEATHING AND BLOCKINGIS REQUIRED.
STRUCTURAL SHEATHING W/ EDGE FASTENING REQ'dAT ALL SHEATHING EDGES.
RAISED HEEL TRUSS
CONTINUOUS 2x BLOCKINGBETWEEN TRUSSES W/ (3)
12d's INTO TOP PLATE.
NOTES:
SHEET NUMBER
JOB #:
ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
DATE:
REVISION
SE
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SD400
RO
OF
FR
AM
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DE
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06/15/2020
20-061501
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2?
GABLE FRAMING DETAIL
1?
ROOF TRUSS ON FRAMING WALL
Scale
File Name
Section
3/4" = 1'-0"
Scale
File Name
Section
3/4" = 1'-0"
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