STRUCTURAL CONSTRUCTION DOCUMENTS

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

hid

iem

Re

sid

ence

En

ter

ad

dre

ss h

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 #:




DATE:

REVISION

SE

AL

S000

ST

RU

CT

UR

AL N

OT

ES

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

SHEET NUMBER

JOB #:




DATE:

REVISION

SE

AL

S000

ST

RU

CT

UR

AL N

OT

ES

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

UP

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 #:




DATE:

REVISION

SE

AL

S101

FO

UN

DA

TIO

N/B

AS

EM

EN

T P

LA

N

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

1/4" = 1'-0"1

FOUNDATION/BASEMENT FLOOR PLAN

STEP HIGH FOOTING DOWN TO LOWER FOOTING

SHEET NUMBER

JOB #:




DATE:

REVISION

SE

AL

S101

FO

UN

DA

TIO

N/B

AS

EM

EN

T P

LA

N

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

UP

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 #:




DATE:

REVISION

SE

AL

S102

FIR

ST

FL

OO

R F

RA

MIN

G P

LA

N

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

1/4" = 1'-0"1

FIRST FLOOR FRAMING PLAN

SHEET NUMBER

JOB #:




DATE:

REVISION

SE

AL

S102

FIR

ST

FL

OO

R F

RA

MIN

G P

LA

N

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

UP

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



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

SQ. FT.

MID ZONE

+W -W +W -W

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




U.N.O. ON DRAWINGS


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


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 #:




DATE:

REVISION

SE

AL

S103

SE

CO

ND

FL

OO

R F

RA

MIN

G P

LA

N

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

1/4" = 1'-0"1

SECOND FLOOR FRAMNG PLAN

SHEET NUMBER

JOB #:




DATE:

REVISION

SE

AL

S103

SE

CO

ND

FL

OO

R F

RA

MIN

G P

LA

N

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

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

SQ. FT.

MID ZONE

+W -W +W -W

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




U.N.O. ON DRAWINGS


+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)


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


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 #:




DATE:

REVISION

SE

AL

S104

RO

OF

FR

AM

ING

PL

AN

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

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 #:




DATE:

REVISION

SE

AL

SD100

GE

NE

RA

L D

ET

AIL

S

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

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 #:




DATE:

REVISION

SE

AL

SD101

GE

NE

RA

L D

ET

AIL

S

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

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 #:




DATE:

REVISION

SE

AL

SD200

FO

UN

DA

TIO

N D

ET

AIL

S

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

1?

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 #:




DATE:

REVISION

SE

AL

SD300

FR

AM

ING

DE

TA

ILS

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

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 #:




DATE:

REVISION

SE

AL

SD400

RO

OF

FR

AM

ING

DE

TA

ILS

06/15/2020

20-061501

AR

CH

IDIE

M R

ES

IDE

NC

E

En

ter

ad

dre

ss h

ere

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"

Documents

STRUCTURAL CONSTRUCTION DOCUMENTS