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FRONT ELEVATION
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REAR ELEVATION
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RIGHT ELEVATION
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...... _ _ _ _ ' —�- RAFTER BEARING
-- CEILING
- --- A
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TOTAL
1581
1600
3181
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TOTAL
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BEGINNING OF FRAME—
WALL TO BE DETERMINED
BY GRA CONDITIONS
R
5'-11" 5'-10"
ECK FOOTERS AND
PIERS AS REQUIRED
24'-0"
OLT DECK TO
BAND JOIST
I
5'-10" 6'-1" I
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5'-4" I
2'-10" Lri-
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II !! II
1! 1 II II
II 24'-6" II II
II II
II II II
IIS II II .�
I I rn I I OUBLE JOISTS
I (!UNDER ALL WALLS I I
I( IPARALLEL TO JOISTS'
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2'— 1
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2'-1 1/2""
1
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6'-0" 5'-4"
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15'-8"
12'-0"
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6'-0" 3'-4"
------------- c'"
12'-6"
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4" CONCRETE SLAB REINFORCED ! i4
WITH 6X6 X110 W.W.M. OVER I
6 MIL POLY OVER 4" GRAVEL
2X6 STUDS
O 12" O.C.
THICKEN SLAB JOISTS
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SOLID FRAMING
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4" CONCRETE SLAB REINFORCED
4" SLAB REINFORCED
WITH X13 BARS O 6" O.C.
____________________________ ______
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WITH 6X6 #10 W.W.M. OVER
6 MIL POLY OVER 4» GRAVEL
1
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54'-8"
32'-4"
BEGINNING 0q FRAME
WALL TO BE DETERMINED
BY GRADE CONDITIONS
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e/":.4C7ve DIC NOTE: BRACE FOUNDATION WALL BEFORE BACKFILLING. BRACES SHOULD
E TTL 2 REMAIN IN PLACE UNTIL FIRST FLOOR DECKING IS COMPLETED. FINISH FLOOR AS SPECIFIED OVER
7_,44a �+ 3g SUBFLOOR AS REQUIRED
FLOOR JOISTS AS REQUIRED
4"CONCRETE SLAB REINFORCED WITH 6'W"
RIDGE BOARD/BEAM AS REQUIRE #10/#10 W.W.M. OVER 6 MIL POLY VAPOR
BARRIER OVER 4" STONE BASE
#4 REBAR @ 16" O.C. INSULATION AS REQUIRED
RIDGE BOARD/BEAM AS REQUIRE SHINGLES AS SPECIFIED OVER BUILDING OR AS REQUIRED
I tfz
FELT OVER PLYWOOD DECKING
a BASEMENT
SHINGLES AS SPECIFIED OVER BUILDING
FELT OVER PLYWOOD DECKING
REFER TO PLAN FOR 2 X 6" P.T. SILLPLATE WITH 1/2'Sc
ROOF PITCH 16" ANCHOR BOLTS 06' O.C. OR
AS REQUIRED
PROVIDE ATTIC VENTILATIONAS REQUIRED REINFORCED
POURED CONCRETE
OR C.M.U. WALL
REFER TO PLAN FOR "SIMPSON" H2.5 RAFTERS AS REQUIRED COMPACTED FILL ° e• EXPANSION JOINT
ROOF PITCH OR SIMILAR CEILING JOISTS AS REQUIRED
PROVIDE ATTIC VENTILATION SEISMIC CLIPS WATERPROOF--I °
COATING AS _�ii�1II�1I •
AS REQUIRED INSULATION AS REQUIRED � 1 ��_ - -) -L� a 4"CONCRETE SLAB WITH 6'A"#1 01#10
REQUIRED �=ljM I I- W.W.M. OVER 6 MIL POLY VAPOR
PLYWOOD SOFFIT WITH
111-1"'-) 1 II 8" MIN. BARRIER OVER 4" STONE BASE
3/4" (MIN.) ��1 1= T
"SIMPSON" H2.5 CONTINUOUS VENT RIVER ROCK
OR SIMILAR AROUND .O;
SEISMIC CLIPS RAFTERS AS REQUIRED MUUMUU DRAIN
`°0°O
CEILING JOISTS AS REQUIRED = I11 0.
io�:o
GUTTER PER FOOTING SHOULD BE __
INSULATION AS REQUIRED SPECS CROWN MOLDING °o 1 III-_ _
BELOW FROST LINE '0 or ��°::°•'•' � =1-�1F REBAR AS REQUIRED
PLYWOOD SOFFIT WITH
CONTINUOUS VENT FASCIA 112" DRYWALL; WALLS Z FILTER FABRIC IF o 0 0-��///
AND CEILING U REQUIRED .0.... .o.oo•.
UTCROWN MOLDING a o i I1=1I 1!-q I1- -I I IEII I=I I EI I1=111=11 IJ I I I-_
O BRAIN PERFORATED 1 =11(-1 _UF. =W:7:: J}=W=1Jj=I j�=11j j UNDISTURBED SOIL
11=11 -ll�- LII I I- I
GUTTER PER FRIEZE BOARD oo tY-III -III-I I 11-III=III=1`I11-�_f-1II-11
SPECS BASEBOARD W I =-W=W I fII_
CROWN MOLDING SHEATHING AS REQUIRE SIZE FOOTINGS PER LOCAL COD I -�I l
FASCIA FINISH FLOOR AS SPECIFIED OVER
UNDERLAYMENT/SUBFLOOR AS REQUIRED
CROWN MOLDING 112" DRYWALL; WALLS AND INSULATION AS REQUIRE FLOOR JOISTS AS REQUIRED
CEILING
FRIEZE BOAR
RIM JOISTS AS REQUIRE GARAGE WALL SECT I O N
SIDING OR OTHER EXTERIOR BRICK VENEE
FINISH AS SPECIFIED IN PLAN BASEBOARD DOUBLE FLOOR
JOISTS BELOW (3/4"=1 1)
SHEATHING AS REQUIRE FINISH FLOOR AS SPECIFIED OVER PARTITIONS
UNDERLAYMENT/SUBFLOOR AS REQUIRED PARALLEL TO
INSULATION AS REQUIRED-- FLOOR JOISTS AS REQUIRED JOIST SPAN U g
RIM JOISTS AS REQUIRE a
O NOTE: BRACE FOUNDATION WALL BEFORE BACKFILLING. BRACES SHOULD
FINISH FLOOR AS SPECIFIED OVER REMAIN IN PLACE UNTIL FIRST FLOOR DECKING IS COMPLETED. FINISH FLOOR AS SPECIFIED OVER
DOUBLE FLOOR SUBFLOOR AS REQUIRED w 4"CONCRETE SLAB REINFORCED WITH 6'k6" SUBFLOOR AS REQUIRED
JOISTS BELOW c� PARTITIONS #10/#10 W.W.M. OVER 4" STONE BASE
PARALLEL TO FLOOR JOISTS AS REQUIRED COMPACTED FILL FLOOR JOISTS AS REQUIRED
JOIST SPAN
#4 REBAR @ 16" O.C.
OR AS REQUIRED
FINISH FLOOR AS SPECIFIED OVER�------SLOPE M N,
SUBFLOOR AS REQUIRED 2 X 6" P.T. SILLPLATE
WITH 1/2'k 16" ANCHOR ° a
BOLTS @ 6' O.C. OR AS INSULATION AS REQUIRED a INSULATION AS REQUIRED
FLOOR JOISTS AS REQUIRED REQUIRED •' a .•' °
a
WEEP HOLES @ 4' O.C. e •, . • •° ° , _—�I T ��_� �° e • BASEMENT
2 X 6" P.T. SILLPLATE WITH INSULATION AS REQUIRED o a • °•'
1/2"x 16" ANCHOR BOLTS @ WATERPROOF • • ° WATERPROOF 2 X 6" P.T. SILLPLATE WITH 1/2"x
O.C. OR AS REQUIRED COATING ASZ COATING AS METAL 16" ANCHOR BOLTS 0 6' O.C. OR
REQUIRED ° ° 9:5 REQUIRED FLASHING 1° ° AS REQUIRED
GRADE POURED CONCRETE 0 • °° POURED CONCRETE
314" (MIN.) OR C.M.U. cjR w a • 3/4" (MIN.) OR C.M.U.
N
GRADE RIVER ROCK ° RIVER ROCK °
°O fo SLOPE AROUND • EXPANSION JOINT o� ° ° . ° AROUND
314" (MIN.) �_ - ° METAL FLASHING DRAIN SLOPE a ° • • • ° DRAIN a e . EXPANSION JOINT
°
RIVER ROCK _ g RIGID INSULATION AS FOOTING SHOULD BE �_ ea 4" CONCRETE SLAB WITH 6"x6" #101#10 • ° e • ° FOOTINGS SHOULD BE -� • 4" CONCRETE SLAB WITH 6A"#101#10
AROUND ° L=-_I-_�_L_
I I-I - - I - I REQUIRED BY LOCAL CODE BELOW FROST LINE i �-I I I"I I I I I W.W.M. OVER 6 MIL POLY VAPOR BARRIER BELOW FROST LINE I �-{i�-III l l-1T • W.W.M. OVER 6 MIL POLY VAPOR BARRIER
DRAIN - IJI - I Ir I - - II=III= I —jLl— OVER 4" STONE BASE
POURED CONCRETE • 12" MIN' h 1 _T ' 12" MIN.
I ' FILTER FABRIC IF 1-=1�=llljf= I FILTER FABRIC IF � � OVER 4" STONE BASE
:111 I - I II- IH II OR C.M.U. TI— ILII I I I I J I- II-' '
FOOTING SHOULD BE =j I- REQUIRED I- �_Lj(=11 0 a a '
BELOW FROST UNE --1�1-i)1- i VAPOR BARRIER I j1- �(-�-c ;. a ° REQUIRED I 1 lllo' a • °
_ II-11T-III II__III- 8" MIN. - o: ° ' _ -�.• -: •
_ - _ -111- I- a.,• e
—� I • T— `O•°Q :off' •• - I ov, °oo�Q..• ••
FILTER FABRIC IF 11—I _ •o o
REQUIRED ' r °o ° REBAR AS REQUIRED 1 oto; a A • ♦ 1 •
1 REBAR AS REQUIRED :• °' . o ` - I I-_ REBAR AS REQUIRED
o.o I.�do o .. do o• t .4 •. •
PER LOCAL COD o 0 0 ° ° PER LOCAL COD ° o :°. .o. o o ' 'III(Wll�k ETT o e' , . .o. o o ` ` j 11 I >'11= UNDISTURBED SOIL
4" PERFORATED ll i I WE —
E III
PER LOCAL CODE 4" PERFORATED DRAIN PER LOCAL CODE=1 _�- �fl-
4" PERFORATED DRAIN 1 "A-� j G� DRAIN PIPE. �{ I I I f I -jITI(-(ISI �l I I-1 H I I-_-III � I
PIPE.
PIPE. -
FOOTING PER LOCAL COD FOOTING PER LOCAL COD SIZE FOOTINGS PER LOCAL COD-TH�TITt� ISI I I i i I I I I
UNDISTURBED SOIL UNDISTURBED SOIL
TYPICAL WALL SECTION TYPICAL WALL SECTION PORCH/STOOP WALL SECTION
(3/4"=11 SIDING OR SIMILAR EXTERIOR (3/4"=1') BRICK TWO STORY ON BASEMENT
FINISH TWO STORY ON CRAWL SPACE
Please Note: These Construction Details are provided as a
Floor Decking 5. NAIL SCHEDULE: service to Atlanta Plan Source, Inc. customers. The
Mud Sill Protected FRAMING NOTES JOIST TO SILL OR GIRDER 3-8d TOE NAIL information shown is based on The Standard Building
insulation depth BRIDGING TO JOIST 2-8d TOE NAIL Code, Uniform Building Code, and CABO One and Two
below floor 2" SUBFLOOR TO GIRDER 2-16d BLIND NAIL Family Dwelling Code, and represents typical construction
Sill Seal & SOLE PLATE TO JOIST 16d @ 16" FACE NAIL practices in Atlanta, Georgia USA. Special engineering
Capillary 6 5 4 3 TOP PLATE TO STUDS 2-i6d END NAIL may require that these plans be changed to comply with
Break a 117 1. ALL EXTERIOR WALL OPENINGS & BEARING STUD TO SOLE PLATE 4-8d TOE NAIL OR seismic, wind, or other special conditions as required by
NEW Sample Venting Calculation 7 = =2 WALL OPENINGS TO HAVE 4x12 HEADERS UNLESS 2-16d END NAIL
Vent Closure (Plug) p g I I OTHERWISE INDICATED. DOUBLE STUDS 16d @ 16" FACE NAIL local codes. It is recommended that you consult a local
to outside Brick or Rock Per UBC Section 2516(c)6: architect or engineer of o
to secure 2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS DOUBLE TOP PLATE 16d @ 16" FACE NAIL g your choice and that you check with
tsf NET FREE AREA /150sf = 1 ARE TO BE HUNG WITH "SIMPSON" U-210 OR EQUIV. CONTINUOUS HEADER (2 PC.) 16d @ 16" EDGE NAIL local building officials prior to the start of actual
•
plastic to Underfloor Area Crawl Space CLG. JST TO PL. 3-8d TOE NAIL construction. It is the responsibility of the Contractor to
—IIII foundation 8 3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL CLG.JST LAP OVER PL. 3-16d FACE NAIL make the necessary modifications to ensure code
_= I II I=II I I PARTITIONS OVER PROVIDED FIREBLOCKING, DRAFTSTOPS
1400 (Crawl Area) = 9sf (total Vent I Garage CLGAST. TO RAFTER 3-16d FACE NAIL compliance and structural integrity. In any instance, the
III = III I—I�I� ;1;; • & FIRESTOPS AS PER THE U.B.0 SEC. 2516F.
�� 150 Area R d) 9 = RAFTER TO TOP PL. 3-8d TOE NAIL maximum liability of Atlanta Plan Source, Inc. shall be a
IIIIII� [l• eq 4. LUMBER SPECIES:
— ��r . - Slab on BUILD-UP CORNER STUDS 16d @ 24" FACE NAIL refund of the purchase price of the home plans.
�:.. 'd) Grade A. POST, BEAMS, HEADERS, JOISTS & RAFTERS. NO.2 DOUGLAS FIR. PLYWOOD SUBFLOOR 8d @ 6" EDGE NAIL
8sf (total Area Req11 Vents 8d @ 10" INTERIOR COPYRIGHTQ�)1998 BY ATLANTA PLAN SOURCE, INC.
= (I 177 1 =
8sf (Net Area Per Vent) 10 11 B. SILLS, PLATES, BLOCKING, BRIDGING ETC. NO, 3 DOUGLAS FIR. PLYWOOD & ROOF SHEATHING 8d @ 6" EDGE NAIL /
C. STUDS STUD GRADE D.F. 8d @ 12" INTERIOR AO%
D. POST & BEAM DECKING UTILITY GRADE D.F. TOP PL. AT INTERSECTIONS 2-16d FACE NAIL
E. PLYWOOD SHEATHING 1"CDX PLYWOOD, 32/16 MULTIPLE JOISTS (UP TO 3) 16d @ 15" STAGGER NAIL
F. GLU-LAM BEAMS Fb-2400, DRY ADH. MULTIPLE JOISTS (OVER 3) E .SITS @,WASHERS DETAIL SHEET B
C RAW L SPACE V E N T I LAT I O N EA. SIDE @ 24" O.C.
1X6 SPACED SHEATHING 2_8d FACE NAIL