24TH STREET TOWNHOMES by Jinhyok Eum

GENERAL PLAN NOTES 1. ALL WALL DIMENSIONS ARE TO FACE STUDS UNLESS OTHERWISE NOTED. 2. ALL FRAMING MATERIAL SHALL BE #2 KD UNLESS NOTED OTHERWISE AND MAX. 19% MOISTURE CONTENT. SYP UNLESS OTHERWISE NOTED. FOR EXPOSED USE ALL FRAMING MATERIAL SHALL BE PRESSURE TREATED.

GENERAL FRAMING NOTES R602.1 IDENTIFICATION. LOAD BEARING DIMENSION LUMBER STUDS, PLATES AND HEADERS SHALL BE IDENTIFIED BY A GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEU OF A GRADE MARK, A CERTIFICATION OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED.

SECTION R602 WALL FRAMING

GENERAL ELEVATION NOTES

3. FRAMING LUMBER SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED. INTERIOR STUDS 2x4 @16" O.C. U.N.O. EXTERIOR STUDS 2x4 @16" O.C. U.N.O. 4. FRAME IS DESIGNED FOR 110 M.P.H. 3 SECOND GUSTS WIND LOADS.

STUDS TO SILL PLATE

SILL PLATE TO FOUNDATION

1/2"x9" A307 BOLTS @ 48" O.C. AND ENDS AND CORNERS

SIMPSON STRONG TIE TYPE H3 STRAPS AT EVERY STUD

1/2"x9" A307 BOLTS @ 48" O.C. AND ENDS AND CORNERS

R602.3.1 STUD SPACING. IN BEARING WALLS STUDS THAT ARE NOT MORE THAN 10' (3048mm) IN HEIGHT SHALL BE SPACED NOT MORE THAN IS SPECIFIED IN TABLE). IN BEARING WALLS, STUDS THAT ARE MORE THAN 10' (3048mm) HEIGHT SHALL BE NOT MORE THAN SPECIFIED IN TABLE R602.3.1.

R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT LEAST 24" (610mm) R602.3.3 BEARING STUDS. WHERE JOISTS, TRUSSES OR RAFTERS ARE SPACED MORE THAN 16" (406mm) O.C. AND BEARING STUDS BELOW ARE SPACED 24" (610mm) O.C., SUCH MEMBERS SHALL BEAR WITHIN 5" (127mm) OF THE STUDS BENEATH.

R602.3.4 BOTTOM (SOLE) PLATE. STUDS SHALL HAVE FULL BEARING ON A NOMINAL 2 BY (38mm) OR LARGER PLATE OR SILL HAVING A WIDTH AT LEAST EQUAL TO THE WIDTH OF THE STUD. R602.4 INTERIOR LOAD BEARING WALLS. INTERIOR LOAD BERING WALLS SHALL BE CONSTRUCTED, FRAMED AND FIREBLOCKED AS SPECIFIED FOR EXTERIOR WALLS.

R602.5. INTERIOR NONBEARING WALLS. INTERIOR NONBEARING WALLS SHALL BE PERMITTED TO BE CONSTRUCTED WITH 2 INCH BY 3 INCH (51mm BY 76mm) SPACED 24 INCHES (610mm) O.C. OR, WHEN NOT PART OF A BRACED WALL LINE 2" BY 4" (51mm BY 102mm) FLAT STUDS SPACED AT 16 INCHES (406mm) O.C. INTERIOR NONBEARING WALLS SHALL BE CAPPED WITH AT LEAST A SINGLE TOP PLATE. INTERIOR NONBEARING WALLS SHALL BE FIREBLOCKED IN ACCORDANCE WITH R602.8. R602.10.3 BRACED WALL PANEL CONSTRUCTION METHODS. THE CONSTRUCTION OF BRACED WALL PANELS SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS. 1. NOMINAL 1 INCH BY 4 INCH (25.4mm BY 102mm) CONTINUOUS DIAGONAL BRACES LET IN TO THE TOP AND BOTTOM PLATES AND THE INTERVENING STUDS OR APPROVED METAL STRAP DEVICES IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE LET IN BRACING SHALL BY PLACED AT AN ANGEL NO MORE THAN 60 DEGREES(1.06rad) OR LESS THAN 45 DEGREES (0.79rad) FROM THE HORIZONTAL. 2. WOOD BOARDS OF 5/8 INCH (15.9mm) NET MINIMUM THICKNESS APPLIED DIAGONALLY ON THE STUDS SPACED A MAXIMUM OF 24 INCHES (610mm). DIAGONAL BOARDS SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE WITH TABLE 602.3(1). 3. WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 5/16 OF AN INCH (7.9mm) FOR 16 INCH (406mm) STUD SPACING AND NOT LESS THAN 3/8 INCH (9.5mm) FOR 24 INCH (610mm) STUD SPACING. WOOD STRUCTURAL PANELS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 602.3(3). 4. ONE-HALF-INCH (12.7mm) OR 25/32- INCH (19.8mm THICK STRUCTURAL FIBERBOARD SHEATHING APPLIED VERTICALLY ON STUDS SPACED A MAXIMUM OF 16 INCHES (406mm) O.C. STRUCTURAL FIBERBOARD SHEATHING SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 602.3(1).

GENERAL ELECTRICAL NOTES

1. ALL SWITCHES SHALL BE MOUNTED AT 42" ABOVE FINISHED FLOOR TO CENTERLINE UNLESS NOTED OTHERWISE. 2. ALL OUTLETS SHALL BE MOUNTED AT 12" ABOVE FINISHED FLOOR TO CENTERLINE UNLESS NOTED OTHERWISE. 3. PLAN DENOTES SPECIFIC OUTLET AND SWITCH LOCATION. ADDITIONAL SWITCHES AND/OR OUTLETS REQUIRED BY CODE ARE TO BE FURNISHED AND INSTALLED BY ELECTRICIAN.

SEE STRUCTURAL DRAWINGS FOR JOIST REQ.S UNDER PARALLEL PARTITIONS

GRADE BEAM AND FOUNDATION PER FOUNDATION PLAN AND DETAILS

SELECT COMPACT FILL 18" MIN.

VAPOR BARRIER

TERMITE SHIELD

DOUBLE 2x TREATED PLATE W/ 1/2" DIA. x 10" BOLTS AT 6'-0" O.C. PROVIDE 30# FELT UNDER PLATE

2x STUDS AT 16" O.C. W/ R-13 BATT INSULATION TYP. AT EXTERIOR WALLS

2x BLOCKING AT MID SPAN AS REQUIRED BY CODE

SEE STRUCTURAL DRAWINGS FOR FLOOR CONSTRUCTION

1-1/8" T&G PLYWOOD SUBFLOOR GLUED (PANEL ADHESIVE) AND NAILED TO TRUSSES WITH SCREW SHANK NAILS

TRIPLE STUDS AT OPENINGS OVER 6"-0"

DOUBLE STUDS AT OPENINGS UNDER 6"-0"

2x DOUBLE TOP PLATE INTERLOCK AT CORNERS AND INTERSECTIONS

2x CEILING JOIST PER FRAMING PLAN

2x RAFTER PER FRAMING PLAN

1/2" CDX KOOL-PLY PLYWOOD SHEATHING WITH 30# FELT AND CLASS "A" COMPOSITION SHINGLES TYP.

PROVIDE RAFTER TIES WHERE RAFTERS ARE NOT PARALLEL WITH JOISTS

26 GA. G.I. FLASHING AT ALL VALLEYS

PROVIDE 5/8" TYPE 'X' GYP. BOARD TO UNDERSIDE OF STAIR AND WALLS OF ALL ENCLOSED AREAS UNDER STAIR TYP PER 2000 IRC R314.8

SEE PLAN FOR RISER/TREAD DIM. ALL RISERS TO BE BETWEEN 6-71/2" HT. TREADS TO BE NO LESS THAN 10" WD. ALL DIMS OF RISERS AND TREADS TO BE =/3/16" OF STATED DIMS. TYP.

HANDRAILS TO HAVE A CIRCULAR CROSS SECTION OF 1 1/4" TO 2 5/8" MAX. AND ABLE TO WITH STAND 200 PONDS OF FORCE IN ANY DIRECTION

CEILING

4. SMOKE DETECTORS SHALL BE WITH BATERY BACKUP, INTERCONNECTED AND SHALL COPLY WITH IRC 2006 SECT. R317.

5. BUILDER SHALL PROVIDE LANDSCAPE LIGHTING IF NECESSARY.

ASPHALT SHINGLES

KOOL-PLY PLYWOOD SHEATHING 25. EXTERIOR SHEATHING

2x8 RAFTERS #2 SYP AT 16" O.C.

HARDI FASCIA

2x BLOCKING

2x4 SYP. AT 16" O.C. R-11 INSULATION

1/2" SHEATHING HARDI SIDING

CARPET SEE FRAMING SHTS. FOR FLOOR CONSTRUCTION

2x12 HEADER W/ PLYWOOD

FLOOR FINISH SELECTED BY CONTRACTOR

2x6 STRONG BACK AT ALL SPANS OVER 10'-0"

FLUSH BEAM W/ JOIST HANGERS

RIDGE TO BE ONE SIZE LARGER THAN RAFTERS VALLEY AN HIP RAFTERS TO BE ONE SIZE LARGER THAN RAFTERS

34"

CEILING INSULATION BATT OR BLOWN IN. WALL AND CEILING INSULATION NOTE: FLAME SPREAD RATE OF NOT MORE THAN 75 FOR FOAM PLASTIC INSULATION AND 25 FOR ALL INSULATION. SMOKE DENSITY NOT TO EXCEED 450 TEST IN ACCORDANCE WITH UL STANDARD 41-1.

45 MIN

6'-8" MIN.

R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURE R602.3(1) OR IN ACCORDANCE WITH AF&PS'S NDS. COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES R602.3(1).

1. ALL DRAWINGS HERE REFERENCE THE 2006 INTERNATIONAL RESIDENTIAL CODE (W/ AMENDMENTS). 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTRACTOR TO BE RESPONSIBLE FOR ALL DIMENSIONS CONDITIONS AND CONDITIONS ON THE JOB AND NOTIFY ARCHI-GROUP OF ANY VARIATIONS FROM THE DIMENSIONS OR CONDITIONS ON THE SHOWN ON THE DRAWINGS HEREIN. 3. ALL WRITTEN NOTES ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER THE MINIMUM STANDARD NOTES DETAILED ON SHEET A0.00 4. ALL EGRESS WINDOW SILLS ARE TO BE A MAXIMUM OF 44" ABOVE FINISHED FLOOR. MINIMUM OPENING, 24" HIGH, 20" WIDE AND MINIMUM 5.7 SQ. FT. NET CLEAR OPENING. THERE SHALL BE AT LEAST ONE EGRESS MINIMUM PER BEDROOM. 5. OPENINGS ON A 1 HOUR FIRE RATED EXTERIOR WALL SHALL BE PROTECTED WITH AN ASSEMBLY HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 1 HOUR. SEE IBC 2006, SECT 715. 6. PROVIDE SAFETY GLAZING IN ALL HAZARDOUS LOCATIONS LISTED IN IRC 2006 SECT. R308. 7. ALL STAIRWAYS SHALL CONFORM TO IRC 2006 SECT. R312, R314. SEE TABLE R301.4 FOR MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS. 8. ALL RAILING (WOOD, METAL OR PRECAST) SHALL HAVE A MAXIMUM 4" SPACING BETWEEN BALUSTERS. SEE IRC 2006 SECT. R315, R316. 9. ALL BRICK PREFAB FIREPLACES TO BE BUILT AND INSTALLED PER IRC 2000 CHAPTER 10 AND BE U.L. AND ICBO APPROVED. A COPY OF THE MANUFACTURES INSTALLATIONS MANUAL SHALL BE AVAILABLE ON SITE FOR INSPECTORS REVIEW. 10. CHIMNEYS TO BE A MINIMUM 2'-0" ABOVE ANY ROOF LINE WITHIN A 10'-0" RADIUS OR 3'-0" FROM ANY ROOF LINE (RIDGE). SEE IRC 2006 SECT 1001.6. CHIMNEY PIPES SHALL EXIT THE BUILDING WITH IN ALL BUILDING AND SET BACK LINES. 11. PROVIDE SPARK ARRESTORS AT CHIMNEY. MESH TO HAVE A MAXIMUM GAP OF 1/2", AND MINIMUM GAP OF 3/8" AND TO COMPLY WITH IRC 2006, CHAPTER 10. 12. ALL GAS APPLIANCE VENTS TO EXIT AN EXTERIOR WALL NO LESS THAN 4'-0" FROM ANY PROPERTY LINE OF COMMON WALL. DISTANCE OF GAS VENT PIPES FROM EXTERIOR WALL PERPENDICULAR TO A PROPERTY LINE OR COMMON WALL SHALL BE A MINIMUM OF 4'-0" FROM THE PROPERTY LINE OR COMMON WALL.

SILL PLATE TO FOUNDATION

SIMPSON STRONG TIE TYPE H7 STRAPS AT EVERY STUD

5. GYPSUM BOARD WITH MINIMUM 1/2 INCH (12.7mm) THICKNESS PLACED ON STUDS SPACED A MAXIMUM OF 24 INCHES (610mm) ON CENTER AND FASTENED AT 7 INCHES (178mm) WITH NAILS IN ACCORDANCE WITH TABLE 602.3(1). 6. PARTICLEBOARD WALL SHEATHING PANELS INSTALLED IN ACCORDANCE WITH TABLE 602.3(1). 7. PORTLAND CEMENT PLASTER ON STUDS SPACED A MAXIMUM OF 16 INCHES (406mm) ON CENTER AND INSTALLED IN ACCORDANCE WITH SECTION R703.6. 8. HARDBOARD PANEL SIDING WHEN INSTALLED IN ACCORDANCE WITH TABLE R703.4 EXCEPTIONS: ALTERNATE BRACED WALL PANELS CONSTRUCTED IN ACCORDANCE WITH SECTION R602.10.6 SHALL BE PERMITTED TO REPLACE ANY OF THE ABOVE METHODS OF BRACED WALL .PANELS

RAFTER

FALSE RAFTER

PURLINS TO BE CONTINUOUS AND SAKE SIZE AS SUPPORTED RAFTERS. MAX SPAN OF 2x4 PURLINS IS 4'-0". MAX SPAN OF 2x6 PURLINS IS 6'-0"

1x8 AT 48" O.C. UPPER 1/3 OF REAFTER

5. FULL EXTERIOR WALL TO HAVE SHEARWALL SHEATHING. EITHER 1/2" PLYWOOD OR O.S.B. WITH 8d DEFORMED NAIL OR 10d COMMON NAILS INTO EACH FRAMING MEMBER @ 12" O.C. IN THE FIELD AND 6" O.C. ALONG THE EDGE 6. EVERY OTHER INTERIOR WALL IS A SHEAR WALL AND TREATED AS AN EXTERIOR WALL. PROVIDE DUPONT TYVEC OR EQUAL ON ALL EXTERIOR WALL WITH ALL JOINTS TAPED. 7. SOLE PLATES WITHIN 48" OF GRADE SHALL BE TREATED. SOLE PLATES FOR INTERIOR AND EXTERIOR WALLS SHALL BE ATTACHED TO CONCRETE WITH 1/2" DIA. x 10" "J" BOLTS AT 4'-0" O.C. MAX.. EACH SIDE OF DOOR OPENINGS AND CORNERS. AND WITHIN 12" FROM END OF PLATE. 8. BEARING AND EXTERIOR WALL PLATES TO BE CAPPED WITH DOUBLE TOP PLATE. INSTALL TO OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER PARTITIONS. END JOINS IN TOP PLATES SHALL BE OFFSET AT LEAST 48". 9. ALL INTERIOR WALL AND EXTERIOR WALL HEADERS SHALL BE 2-2x12 ON THE FIRST FLOOR AND 2-2x10 ON THE SECOND FLOOR UNLESS NOTED OTHERWISE. 10. ALL FLITCH PLATES TO BE NAILED AND GLUED TO LUMBER. 11. RAISE HEAD HEIGHT AT POCKET DOORS APPROX.. 3" TO ALLOW FOR HEAD TRACK. 12. LOAD BEARING PARTITIONS, COLUMNS, ROOF POSTS ECT. SHALL NOT BEAR ON PLYWOOD DECK ALONE. FLOOR JOIST OR OTHER BLOCKING MUST BE PLACED UNDER FLOOR DECK TO TRANSFER LOAD TO FOUNDATION OR OTHER SUPPORT. 13. RAFTERS TO BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN JOISTS ARE PARALLEL TO RAFTERS. WHERE NOT PARALLEL TO CEILING JOISTS RAFTERS SHALL BE TIED TO 2x8 CROSS TIES. RAFTER TIES SHALL NOT BE SPACED MORE THAN 4'-0" O.C. U.N.O.. 14. THE NUMBERS AND SIZE OF NAILS CONNECTING MEMBERS SHALL BE IN ACCORDANCE WITH LOCAL CODES. SEE IRC 2006 TABLES R602.3(1) AND 602.3(2) 15. BOLT HOLES THROUGH WOOD SHALL BE 1/16" LARGER THAN DIAMETER OF THE BOLTS TO BE INSTALLED. BOLTS THROUGH WOOD WILL BE FITTED WITH STANDARD WASHERS. 16. PROVIDE SIMPSON STRONG TIE OR EQUAL AS FOLLOWS:

RAFTER TO STUD

APB AT POST BASES UP TO 6x6 CB AT LARGER POST BASES PC AT POST/BEAM CONNECTIONS U AT FLUSH JOIST CONNECTIONS B/HB AT FLUSH BEAM CONNECTIONS 17. PROVIDE "DEADWOOD" AS NECESSARY FOR BLOCKING. 18. PROVIDE CONTINUOUS SCREENED VENTS IN EAVE OF HOUSE. 19. ALL EXTERIOR WOOD TRIM (FASIA, FRIEZE BOARDS ETC.) SHALL BE DOUGLAS FIR. 20. FRAME SHALL BE HIGH WIND RESISTANT (WIND STORM CRITERIA) AND HAVE A CONTINUOUS LOAD PATH TO THE FOUNDATION. PROVIDE THE FOLLOWING MINIMUM CONNECTIONS:

RAFTER

CORROSION RESISTANT STEEL TIE STRAPS 1 1/2" x 0.036" WITH 10-10d NAILS AT EVERY RAFTER

1/2" CDX PLYWOOD

PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS INCLUDING FURRING SPACES AT CEILING AND FLOOR LEVELS AND AT 10'-0" INTERVALS ALONG THE LENGTH OF THE WALL

2x4 STRUTS AT 60" O.C. TO BEARING WALLS OR BEAMS

1. ALL DRAWINGS HERE REFERENCE THE 2006 INTERNATIONAL RESIDENTIAL CODE (W/ AMENDMENTS). 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTRACTOR TO BE RESPONSIBLE FOR ALL DIMENSIONS CONDITIONS AND CONDITIONS ON THE JOB AND NOTIFY ARCHI-GROUP OF ANY VARIATIONS FROM THE DIMENSIONS OR CONDITIONS ON THE SHOWN ON THE DRAWINGS HEREIN. 3. ALL WRITTEN NOTES ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER THE MINIMUM STANDARD NOTES DETAILED ON SHEET A0.00 4. CEILING HIGHTS TAKEN FROM WHERE THE NOTE IS LOCATED ON PLAN. 5. ALL FLOOR DRAINS TO HAVE DRIP PAN WITH RELIEF LINE LOCATED TO OUTSIDE OR STORM SEWER. DO NOT CONNECT TO SANITARY SEWER. 6. PROVIDE ACCESS PANEL AT ALL BATH TUBS PER IRC 2006 SECT. 2704. 7. ALL GLASS AT TUBS AND SHOWERS SHALL BE TEMPERED SAFETY GLASS AND COMPLY WITH SECT. R308. 8. SEE STAIR NOTES AND DETAILS. SEE IRC SECTS. R301.4 R312, R314, R315, R316. PROVIDE CONTINUOUS RAILING WHEN THERE ARE MORE THAN 2 RISERS. 9. PROVIDE ATTIC ACCESS WITH A MINIMUM CLEAR OPENING OF 22"x30". PROVIDE MINIMUM HEAD CLEARANCE OF 30". PULL DOWN STAIRS SHALL HAVE A MINIMUM LOAD OF 350 POUNDS. SEE IRC 2006 SECT. 807. 10. PROVIDE ATTIC ACCESS WITH A MINIMUM CLEAR OPENING OF 22"x30". PROVIDE MINIMUM HEAD CLEARANCE OF 30". PULL DOWN STAIRS SHALL HAVE A MINIMUM LOAD OF 350 POUNDS. SEE IRC 2006 SECT. 807. 11. LOCATE WATER HEATERS IN GARAGE OR IN ATTIC ABOVE A LOAD BEARING PARTITION IN A PAN WITH A RELIEF LINE TO OUTSIDE OR STORM SEWER. DO NOT CONNECT TO SANITARY SEWER. COMPLY WITH IRC SECT. 2803. 12. LOCATE HVAC EQUIPMENT IN ATTIC UNLESS OTHERWISE NOTED. 13. PROVIDE 24" WIDE PLYWOOD WALKWAY TO ACCESS ALL EQUIPMENT LOCATED IN ATTIC. MAXIMUM DISTANCE FROM ATTIC ACCESS TO EQUIPMENT SHALL BE LESS THAN 20'-0". PROVIDE A 30" SERVICE PLATFORM AT SERVICE SIDE OF ALL EQUIPMENT. 14. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND SMOKE DENSITY RATING NOT TO EXCEED 450 AS PER IRC 2006 SECT. R320. 15. PROVIDE ADEQUATE FURRING SO THAT VENT AND SOIL PIPES DO NOT PENETRATE PLATE. ALL PLUMBING VENTS SHALL EXIT THROUGH A ROOF PLANE THAT SLOPES TOWARD THE BACK. 16. ALL PLUMBING WALLS ARE TO BE 2x6 UNLESS OTHERWISE NOTED. 17. SMOKE DETECTORS ARE LOCATED ON THE ELECTRICAL PLAN. 18. MINIMUM CLASS B ROOFING AND NO OPENINGS WITHIN 5'-0" OF A A COMMON WALL. 19. ALL HANDRAILS AND GUARD RAILS TO COMPLY WITH IRC 2006 SECT. R301.5 AND R311.5

Attics with limited storageb, g, h 10

LIVE LOAD

TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)

Attics without storageb 40

USE

Deckse 60

50i

Exterior balconies

Guardrails in–fill componentsf 50a

Passenger vehicle garagesa 40

Fire escapes

Rooms other than sleeping rooms 30

200i

Sleeping rooms 40c

Guardrails and handrailsd

Stairs d. A single concentrated load applied in any direction at any point along the top.

21. VERIFY ALL PLAN DIMENSIONS WITH ARCHITECTURAL PLAN AND FOUNDATION PLAN. 21. COORDINATE ALL CONFLICTING OR MISSING DIMENSIONS WITH OWNER AND ARCHITECT. 23. RIDGES, VALLEYS, AND HIPS TO BE ONE SIZE LARGER THAN CONNECTING RAFTERS 24. PLYWOOD DECKING AND SHEATHING TO BE AS FOLLOWS U.N.O.: FLOOR DECKING

1 1/8" 48/24 APA RATED PLYWOOD, TONGUE AND GROOVE, NAILED W/ 10d NAILS 6" AT EDGES, 10" IN FIELD

ROOF DECKING

1/2" CDX PLYWOOD W/ PANEL SPAN RATING OF 32/16

(ALTERNATE SUBFLOORING - 2x6 TONGUE AND GROVE DIAGONAL DECKING WITH 2-16d NAILS AT EACH SUPPORT)

ATTIC DECKING

1/2" CDX PLYWOOD NAILED W/ 10d NAILS 4" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS

ANCHOR TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQ.FT. OF WALL AREA BUT NOT MORE THAN 24" HORIZONTALLY ALL FASTENERS SHALL BE CORROSION RESISTANT. ANCHOR TIES OF SHEET METAL TO BE MIN. 22GA.. ANCHOR TIES OF WIRE TO BE MIN 9GA. (SECT.306(D)).

1x12 SHELF

SEE NOTE

BLOCKING AT SPANS OVER 10'-0"

HEADER

8'-2 1/2"

20. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS OTHERWISE NOTED. 21. R807.1 2006 IRC / ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M2) AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR MORE. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. 22. M1305.1.3 2006 IRC AMENDMENTS / ATTIC ACCESS APPLIANCES ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH A PULL DOWN STAIRWAY WITH A CLEAR OPENING NOT LESS THAN 22 INCHES IN WIDTH AND A LOAD CAPACITY OF NOT LESS THAN 350 POUNDS 23. R309.1 2006 IRC AMENDMENTS / OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE-RATED DOORS ALL OF WHICH SHALL BE SELF-CLOSING. 24. R309.2 2006 IRC AMENDMENTS / SEPARATION REQUIRED. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH (15.9 MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN ½ INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT. GARAGES LOCATED LESS THAN 3 FEET (914 MM) FROM A DWELLING UNIT ON THE SAME LOT SHALL BE PROTECTED WITH NOT LESS THAN 1/2-INCH (12.7MM) GYPSUM BOARD APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA.

PROVIDE PROPER WEATHER RESISTIVE BARRIERS AND LATH. LATH ATTATCHMENTS ARE TO BE OF CORROSIVE RESISTANT MATERIAL IN COMPLIANCE WITH SEC. 2506 STUDS WITH CRIPPLE AT ALL OPENINGS OVER 6'-0"

1x FLAT SILL

FINISH GRADE SLOPE FOR DRAINAGE AWAY FROM BUILDING

4'-10"

ARCHI-GROUP

Design & Development Consultants.

F: 713-636 2986

TEXAS 77074

7322 S O U T H W E S T F R E E W A Y S U I T E N O. 2068

HOUSTON,

PH: 713-636 9706

PROJECT

24TH STREET COTTAGE

ADDRESS

1620 W 24TH STREET HOUSTON, TX 77008

OWNER INFO

SAMIR ALDIN, DIXAR REALTY

CONSULTANTS

CIVIL ENGINEERS

STRUCTURE ENGINEERS

M.E.P ENGINEERS

OTHERS

NOTES

DATE DRAWN

O.M

07-18-14

REVISIONS

CHECKED BY

J.E

AS SHOWN

DRAWN BY

PROJECT NO:

CAD FILENAME

SCALE :

GENERAL NOTES

SHEET NO.

A0.00

21'-3" 27'-3"

36'-3" P.L.

3'-0"

25'

9'-0" 18'-0" 72'-6"

9'-0"

3'-0"

NOTE:

EXISTING STORM OR POWER POLE RELOCATE EXISTING WATER METER 5'-0" WIDE SIDEWALK

36'-3" P.L.

5' SETBACK

LOT 2 UNIT B

3' SETBACK 3' SETBACK

LOT 4 UNIT D

3' SETBACK 36'-3" P.L. 21'-3" 27'-3"

EXISTING STORM OR SANITATY MANHOLE

PROPOSED 3" CALIPER, LIVE OAK

3'-0"

COMMON AREA AGREEMENT SAVE AND EXCEPT BUILDING PAD AREA

GENERAL SHEET NOTES

1. REFER TO CIVIL DRAWINGS FOR PAVING DIMENSIONS, CONTROL JOINTS, UTILITY ROUTING, AND SITE DETAILS. 2. ALL UNPAVED SURFACES SHALL SLOPED WITH A MINIMUM OF 6" TOP SOIL TO PREVENT WATER PONDING. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO TOP SOIL INSTALLATION. 3. ALL CONCRETE EXTERIOR SURFACES THAT CONTACT THE BUILDING SHALL SLOPE A MINIMUM OF 1/4"/FT AWAY FROM THE BUILDING. 4. REFER TO CIVIL DRAWINGS FOR TYPICAL SIDEWALK CONSTRUCTION DETAILS. 5. INSTALL SIGNAGE, STRIPING, AND RAMPS AS REQUIRED BY CODE FOR ALL HANDICAP PARKING SPACES. REFER TO THE ACCESSIBILITY ROUTE COMPLIANCE SHEET. 6. ALL NEW PLANTS AND LANDSCAPING BY OTHERS. 7. PROTECT ALL TREES SHOWN TO REMAIN, INCLUDING THEIR ROOTS, FROM DAMAGE. 8. LAYOUT OF SIDEWALKS MAY BE ALTERED WHEN PROJECT IS REVIEW BY LANDSCAPE ARCHITECT. CONTACT PROJECT ARCHITECT PRIOR TO CONSTRUCTING ANY SIDEWALKS FOR FINAL LAYOUT. 9. FIRE LANES SHALL BE DESIGNATED AND CONSTRUCTED PER CITY STANDARDS. GENERAL CONTRACTOR TO MARK ALL FIRE LANES IN ACCORDANCE WITH CITY REQUIREMENTS. 10. HANDICAPPED PARKING AREAS SHALL COMPLY WITH REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. GENERAL CONTRACTOR TO STRIPE AND MARK ALL HANDICAPPED SPACES.REFER TO DRAWING DETAILS. 11. ALL SIGNANGE SHALL BE CONTINGENT UPON APPROVAL BY CITY 12. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. TYP. RADIUS 2'-0" U.N.0 13. GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILTIES 14. GENERAL CONTRACTOR TO VERIFY RELOCATION OF ALL EXISTING.

LOT #

1,848

1,776

1,848

LOT SIZE (SQ. FT.)

864

% COVERAGE

1,776

LOT SIZE COVERAGE TABLE BLDG. COVERAGE (SQ. FT.)

GARAGE

3RD FLOOR

2ND FLOOR

1ST FLOOR

462

806

845

386

UNITA - LOT 1

465

806

845

386

UNIT B - LOT 2

153 2,881

458

912

950

408

UNIT C - LOT 3

153 2,881

458

912

950

408

UNIT D - LOT 4

TOTAL COVERED FRAMED SQUARED FOOT

PATIO

15 2,517

TOTAL

6' WOOD FENCE

TREE

LEGEND

AC AREA

6' METAL FENCE

DESCRIPTION

THE TOTAL NUMBER OF TREES(T) - 1 (T) per Single Family House = 2 (T)

TYPE

3" CALIPER

SIZE

TREE TYPE AND SIZE

LIVE OAK

2" CALIPER

Lots less than 5,000 square feet will require one tree - new or preserved. A preserved tree may be on the building site or in the abutting street right- of-way. A new tree shall be planted in the right-of-way unless the building official authorizes it to be planted elsewhere on the building site.

CRAPE MYRTLE

ALL TREES ARE ANY OF APPROVED C.O.H TREE LIST TREES REQUIRED PROVIDED

LANDSCAPING REQUIREMENTS FOR SINGLE FAMILY NEW CONSTRUCTION

15 2,514

PLAN LEGEND

2 A7.01

1/A8.01

2/A6.01 2 A7.01

2/A8.1

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(70' R.O.W.)

18'-0"

REMOVE EXISTING 6" MAG

REMOVE EXISTING 24" PECAN

" '-0 R6

6' METAL FENCE ALONG PROPERTY LINE

WEST 24TH STREET

" '-0 R6

36'-3" P.L.

5' SETBACK

5'-0" WIDE SIDEWALK

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DESIGNATE COMMON AREA

ARCHITECTURAL SITE PLAN SCALE 1/8" = 1'-0"

6' WOOD FENCE ALONG PROPERTY LINE

EXISTING ASPHALT DRIVEWAY

49'-0"

LOT 1 UNIT A

S 87째39'35" W

PROPOSED 3" CALIPER, LIVE OAK

3'-0"

1/8"=1'-0"

NORTH

S 02째20'25" E 100' P.L.

51'-0" REMOVE EXISTING 6" OAK

18' SHARED DRIVEWAY PROPOSED 2" CALIPER, CRAPE MYRTLE

3' SETBACK 3' SETBACK

GARAGE 16'-0" GARAGE 16'-0"

LOT 165B 1620 W 24TH STREET HOUSTON, TX 77008

GARAGE

3' SETBACK 3' SETBACK

LOT 3 UNIT C

3' SETBACK 3' SETBACK

3' SETBACK

16'-0" 16'-0" 27'-0"

3'-0" 3'-0" 43'-0" 3'-0"

51' P.L. 49' P.L.

5'-0" 43'-0"

15'-7 1/2" 5'-0" 2'-0" 100'-0"

ARCHI-GROUP

Design & Development Consultants.

F: 713-636 2986

TEXAS 77074

7322 S O U T H W E S T F R E E W A Y S U I T E N O. 2068

HOUSTON,

PH: 713-636 9706

PROJECT

24TH STREET COTTAGE

ADDRESS

1620 WEST 24TH STREET HOUSTON, TX 77008

OWNER INFO

CONSULTANTS

CIVIL ENGINEERS

STRUCTURE ENGINEERS

M.E.P ENGINEERS

OTHERS

NOTES

DATE DRAWN

O.M

06-05-14

REVISIONS

CHECKED BY

J.E

AS SHOWN

DRAWN BY

PROJECT NO:

CAD FILENAME

SCALE :

ARCHITECTURAL SITE PLAN

SHEET NO.

A1.00