HomeMy WebLinkAbout43 Carrie Ln planSTAMP:
CON'T RIDGE VENT
TYPICAL ROOF CONSTRUCTION ASPHALT
202 RIDGE BD.
SHINGLES ON
15# BUILDING FELT ON
1/2" CDX PLYWD.
12
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2x10 RAFTERS @ 16 O.C.
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TYPICAL ROOF CONSTRUCTION
W/SIMPSON H2.5A CLIPS @ 16" O.C.
1
ASPHALT SHINGLES ON
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15# BUILDING FELT ON
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_ 1/2" CDX PLYWD,
CONTINUOUS
2x8 @ 16" O.C.\\�
2x10 RAFTERS 0 16 O.C. W/
ALUM. DRIP EDGE
SIMPSON H2.5A CLIPS CAP 16" O.C.
R-49 INSULATION
ALUM. GUTTERS ON
200 ® 16" O.C. \ ��
1 x8 FASCIA BDS
ALUM. GUTTERS ON
i
1 x8 PVC FASCIA BIDS
12
1 x8 PVC SOFFIT W/CON'T
,
0
VINYL SOFFIT VENT
1 x8 SOFFIT W/CON T
10
TYPICAL WALL CONSTRUCTION
VINYL SOFFIT VENT
PVC RAILING
,�/�
/ M. BEDROOM
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W.C. SHINGLES 5 1/2 EXPOSURE
SYSTEM
BEDROOM 2
OUSEW AP
B/2ESKP
BED MOULD
'2nd
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PLYWOODKiN
,fY P. FLOOR CONSTRUCTION
IT&G
"
2x6 STUDS @ 16 O.C.
1 x8 FRIEZE BD
r PLYWD SUBFLOOR
\ � �
R21 21 INSULATION
COMPOSITE
� ZGLUED & NAILED OVER
1BLUE BOARD W/VEN.
DECKING ON
PT FRAME
/ TJI's @16" O.C.
��
PLASTER- (SMOOTH)
2-PT 2x8 GIRT
LASTA STRAPS
TYPICAL ALL CO STRU
TI0
WRAP w/PVC
18" ABOVE & BELOW
SHINGLES" EXPOSURE
FLOOR JOISTS EA STUD
BLUESKIN
TYP BOTH SIDES
PT 4x4 POST
1/2" ZIP PLYWOOD
WRAP W/PVC i
DINING
I" CONTINUOUS
FOAM
2x6 STUDS @ 16 O.C.
LAUNDRY/
0
INSULATION
R21 INSULATION
POWDER RM
GARAGE
1/2" BLUE BOARD W/VE
TYP. 1ST FLOOR CONSTRUCTION
3/4" T & G PLYWD SUBFLOOR
TYPE "X" GWB
I
PLASTER (SMOOTH)
GLUED & NAILED OVER
ON WALLS & cLG.
COMPOSITE
TA's @ 16" O. C.
R30 INSULATION
GARAGE FLOOR
o
DECKINGf
i
PT FRAME
4 CONC. SLAB W/ -
00
00
6"x6" 10/10 WWM ON
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6" COMPACTED GRAVEL
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3-PT 2x8 GIRT
GIRT BY OTHERS
SONOTUBE ON
"BIGFOOT" FTG.
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LASTA STRAPS
BASEMENT FLOOR:
FOUNDATION
18" ABOVE & BELOW
3 12" CONC. SLAB OVER
BITUMINOUS DAMPPROOFING
FLOOR JOISTS EA STUD
6 IL POLY VAPOR BARRIER
ON 10" CONC. WALL
REINFORCED WALL ON
TYP
ON 6" COMPACTED GRAVEL
20"x10" CONC. FTG. W/
2"x4" CONT. KEY
1" CONTINUOUS
SOLID CORE FOAM
INSULATION-TYP
BOTH FLOORS
CROSS SECTION
A
SCALE: 1 /4 =1 -0
DON'T RIDGE VENT
/:::2xl2
CONT. RIM JOIST �
RIDGE BD.
/oJ[�
12
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M. BATH\� Ito
1
BATH BEDROOM 3 TYP. 2nd FLOOR CONSTRUCTION
,J" T&G PLYWD SUBFLOOR \
1 1 GLUED & NAILED OVER
1 TJI's @ 16" O.C. 7 1 1 SQUASH BLOCK
1
1
1
1
1
1
1
1
1
1
1
rYP
1 x3 STRAPPING AT 16" O.C.
GIRT BY OTHERS 1/2" BLUEBOARD WITH SKIMCOAT
PLASTER, TYP ALL CLG'S
1 KITCHEN FAMILY RM
1 1
1 1 TYP. 1ST FLOOR CONSTRUCTION
1 3/4" T & G PLYWD SUBFLOOR
1 1 GLUED & NAILED OVER
COMPOSITE 1 1 TJI's ® 16" O.C.
DECKING ON 1 1 R30 INSULATION
PT FRAME 1
TI
3—PT 2x8 GIRT 1 {
GIRT BY OTHERS
CONC. 1
SONOTUBE 1 LC ON FTG.
1 0
1 I
1 in
1 BASEMENT FLOOR:
3 1/2" CONC. SLAB OVER
1 6 MIL POLY VAPOR BARRIER
1 ON 6" COMPACTED GRAVEL
FYI r
1 1
(-, CROSS SECTION
SCALE: 1/4 =1 -0
TYPICAL ROOF CONSTRUCTION
ASPHALT SHINGLES ON
15# BUILDING FELT ON
1/2" CDX PLYWD.
2x10 RAFTERS 0 16" O.C. W/
SIMPSON H2.5A CLIPS 0 16" O.C.
R-49 INSULATION
ALUM. GUTTERS ON
1 x8 PVC FASCIA BIDS
1x8 PVC SOFFIT W/CON'T
VINYL SOFFIT VENT
00
LASTA STRAPS
18" ABOVE & BELOW
FLOOR JOISTS EA STUD
TYP BOTH SIDES
1" CONTINUOUS
SOLID CORE FOAM
INSULATION
0
TYPICAL WALL CONSTRUCTION
W.C. SHINGLES 5 1/2" EXPOSURE
BLUESKIN HOUSEWRAP
1/2" ZIP PLYWOOD
2x6 STUDS 0 16" O.C.
R21 INSULATION
1/2" BLUE BOARD w/VEN.
PLASTER (SMOOTH)
\ --1" CONTINUOUS
SOLID CORE (FOAM
INSULATION
FOUNDATION
BITUMINOUS DAMPPROOFING
ON 10" CONC. WALL
REINFORCED WALL ON
20"x1O" CONC. FTG. W/
2"x4" CONT.KEY
1
1" CONTINUOUS
SOLID CORE FOAM
INSULATION—TYP
BOTH FLOORS
CONT. RIM JOIST
FOUNDATION
BITUMINOUS
DAMPPROOFING
ON 10" CON C.
REINFORCED WALL ON
20"x10" CONIC. FTG. W/
2"x4" CONT. KEY -SEE
DETAILS ON FND PLAN
•
R-49 INSULATION
1 x3 STRAPPING AT 16" O.C.
1/2" BLUEBOARD WITH SKIMCOAT
PLASTER, TYP ALL CLG'S
XX
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TYP. 2nd FLOOR CONSTRUCTION
J" T&G PLYWD SUBFLOOR
GLUED & NAILED OVER
9 TJI's @ 16" O.C.
TYP. 1ST FLOOR CONSTRUCTION
3/4" T & G PLYWD SUBFLOOR
GLUED & NAILED OVER —
9 "" TJI's @ 16" O.C.
R30 INSULATION
CONTINUOUS 2x6 P.T.
SILL PLATE/SILL INSUL,
W/5/8" DIA GALV. A.B.
@ 51" O.C. MAX
& 6"-12" FROM
END OF PLATES
PI ATF WASHFRS
BASEMENT FLOOR:
3 1/2" CONC. SLAB OVER
6 MIL POLY VAPOR BARRIER
ON 6" COMPACTED GRAVEL
1/2" EXPANSION JOINT
MATERIAL
(OPTIONAL)
;--,\ TYPICAL WALL SECTION
A� SCALE: 3/4"=1'-0"
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BUILDING
SECTIONS
DATE ISSUED:
09/9/2022
REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
A
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STAMP:
a' N M - :4 11111111� �� �� 0 91 ZIA."
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Number of
Number of Box
Joint Description
Common Nails
Nails
Nail Spacing
Fbof Framing
BIocWng to Rafter(Toe-nailed)
2-8d
2-10d
each end
Rim Board to Rfater (End -nailed)
2-16d
3-13d
each end
Wall Framing
Top Platesat Intersections (Face -nailed)
4-16d
5-16d
at joints
Stud to Stud (Face -nailed)
2-16d
2-16d
24" o.c.
Headerto Header (Face -nailed)
16d
16d
16" o.c. along edge
Roo Ram ing
Joist to 911, Top Plate or Grider (Toe -nailed)
4-8d
4-10d
per joist
8ioc king to Joist (Toe -nailed)
2-8d
2-10d
each end
Socking to 90 or Top Plate (Toe -nailed)
3-16d
4-16d
each block
Ledger Strip to Beam or Grider (Face -nailed)
3-16d
4-16d
each joist
Joist on l.edgerto Beam (Toe -nailed)
3-8d
3-10d
perjoist
Band Joist to Joist (End -nailed)
3-16d
4-16d
perjoist
Band Joist to 911 or Top Plate (Toe -nailed)
2-16d
3-16d
per foot
Rbof Sheathing
Wood gructural Panels
rafters or trusses spaced up to 16" o.c.
8d
10d
6" edge / 6" field
rafters or trusses spaced over 16" o.c.
8d
10d
4" edge / 4" field
gable endwall raise or rake truss w/o gable overhang
8d
10d
6" edge / 6" field
gable endwall rake or rake trussw/structural outlookers
gable endwall rake orrake trussw/loolout blocks
8d
8d
10d
10d
6" edge / 6" field
4" edge / 4" field
Ceiling Sheathing
Gypsum Wallboard
5 d coolers
-
7" edge / 10" field
VidaU Sheathing
Wood Structural Panels
studs spaced up to 24" o.c.
8d
10d
6" edge / 12" field
1/2" and 25/32" Fiberboard Panels
8d*
-
3" edge / 6" field
1/2" Gypsum Wallboard
5d coolers
-
7" edge / 10" field
Roor Sheathing
Wood Structural Panels
1" or Less
8d
10d
6" edge / 12" field
greaterthan 1"
10d
16d
6" edge / 6" field
*Corrosion resistant II gage roofing nails and 16 gage staples are permitted, check IBC foradditionai requirements.
Nails Uhless otherwise stated, sizes given for nails are common wire, sues Box and anuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe substitutued unless otherwise
prohibited.
EXTERIOR DECK NOTES:
1. MAXIMUM RISE 74"
2. 144" CUT ROUGH, FOR RISER ON TOP
13J" TREADS
3. 2x12 PT STRINGERS @ 9" O.C.
4. NEWEL POSTS TO BE FULL WIDTH
(NOT NOTCHED) w/SIMSON SDSW 6" SCREWS
5. SEE FRAMING PLANS FOR FRAMING SIZES
PT 2x8 0 16" O.C.
3-P.T. 2x8 GIRT BELOW
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P.T. 2x8 FRAME —
Il
2-P.T. 2x8 GIRT BELOW =-T�
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1
STEP DN TO DECK FROM HOUSE
5" FROM SUBFLOOR TO FINISH DECK
ICE & WATERSHIELD
7" FROM FINISH DECK TO
TOP OF THRESHOLD
i+n1 lr��rTr
DECK DETAIL
�SCALE:3/4"-1'-0"
1 x PVC TRIM
P.T. 2x GIRT
CONTINUOUS
9 4" LVL RIM JST
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TITLE:
FIRST FLOOR
FRAMING PLAN/
NAILING
SCHEDULE
DATE ISSUED:
09/9/2022
REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
A 5
STAMP:
CONTINUOUS 2x6 KD P.T.
SILL PLATE/SILL INSUL.
& 2x6 KD 2ND PLATE
w/5/8" DIA x12" L GALV. A.B.
0 70" O.C. MAX & 6"-12" FROM
END OF PLATES w/3"x3"xi"
PLATE WASHERS
1
N
)% 2—P.T. 2x8 GIRT
\Na- fir" DIA. CONC. -
SONOTUBE, TYP.
t
I
04
(2) 1" ANCHOR BOLTS
FOR SIMPSON SHEAR WALL.
ON TOP, PUT 2 SIMPSON -
STRONG -TIE "SSWPS"
STRAPS (10 GAUGE)
FROM OUTER EDGES OF
STRONG WALL TO A
CONTINUOUS LVL HEADER
ABOVE THE OVERHEAD
GARAGE DOORS
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W
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12" DIA. CONC.
SONOTUBE—TYP.
ON "BIGFOOT" FTG.
w/4"x4" PT POSTS
ANCHORED TO
CONC.-TYP
6'-4" 8'-6" 9'-10" 6'-5"
3-P.T. 2x8 GIRT
6'- 5"
J� !
f DIA. CONC.
SONOTUBE, TYP.
----------------------- ----------------------------I-
I
I-------------------- —------------------------, I
II I
I
10" CONC. WALL ON
I 20"x10" KEYED
CONC. FTG.-TYP BASEMENT FLOOR ( {
3 12" CONC. SLAB OVER { I_
6 MIL POLY VAPOR BARRIER I I
OVER 6" COMPACTED GRAVEL I
I � I
I ! I !
3 1 /2" CONC. FILLED I !
STEEL LALLY COLUMN
I I ON 48"X48"X12"
CONC. FTG. TYP.
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f L-----J L_----J L-----J BM PKT—TYP I
MIN BRG 4" 1
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I f 22'-6" 15'-6" ( I
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I I 3'-8" DROP WALL I P
I I FOR STEPS I I
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SLOPE FLOOR 2" {
DROP WALL I { ( I
{ I GARAGE I (------------------�
4" CONC. SLAB w/ {
{ 6"x6" 10/10 WWM ON I— - _
I 6" COMPACTED GRAVEL I
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L- - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — - J I
L--------------------------------------------------J-
38'-0"
FOUNDATION PLA
SCALE:1 /4 =1 - 0
PER WFCM 110 MPH EXPOSURE B
WIDTH = 38'-0$1
LENGTH = 40'-0"
ASPECT RATIO (L/N) = 1.00
ANCHOR BOLT SCHEDULE
PER WFCM 110 MPH EXPOSURE B
1.) ALL BOLTS TO BE J" DIA. GALVINIZED
2.) ALL BOLTS TO BE SECURED W/HEX HEAD NUTS w/3"x3"x"" GALV. PLATE WASHERS
3.) BOLT SPACING:
MAX 70" O.C.
MAX 12" FROM CONCRETE CORNERS OR END OF PLATE
MAX 7" FROM END OF PLATE AT SOLICE
4.) BOLT EMBEDMENT MINIMUN 7" DEPTH
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1
10" CONCRETE WALL
3500 PSI
VER T. #5 CS 36" O.C.
HORZ.. #4 TOP,
MIDDLE & BOTTOM
HORZ.. (3) #4 -
CONTIN000S
10" CONCRETE WA
3500 PSI
HORZ.. #4 TOP &
BOTTOM
HORZ.. (3) #4
CONTINUOUS
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SCALE: 3/4"=1'-0"
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FOUNDATION
PLAN/
DETAILS
DATE ISSUED:
09/9/2022
REVISIONS:
DRAWN BY:
PROJECT //:
DRAWING NO.:
A z-
STAMP:
36" PVC RAILING
SYSTEM
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6" BOX OUT RAKE-TYP. AT GABLES
1 x3 PVC DRIP BD. ON 1 x10 PVC RAKE BD.
W/1 x5 SUB -FRIEZE
SHED DORMERT RAKES-TYP.
1 x3 PVC DRIP BD. ON 1 x8
PVC RAKE BD.
12
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PVC CROWN ON ix6 PVC
HEAD TRIM & 1 x4 PVC SIDE
TRIM AT DOORS & WINDOWS -
(FRONT ONLY)
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FACING CARRIE LANE
FULL LENGTH SHEAR PANELS
PER WCFM 110 WINDLOAD GUIDE.
PERIMETER NAILS= 8d 0 6" O.C.
FIELD= 8d ® 12" O.C.
33%x40'-0"=13'-3" REQUIRED
F
SHEAR WTTL SCHEDULE
PER WFCM 110 MPH EXPOSURE B
WIDTH = 38'-0"
LENGTH = 40'-0"
ASPECT RATIO (L/N) = 1.00
WIDTH
PER TABLE 10
33� FOR iz SHEATHING W/8d COMMON NAILS
LENGTH
PER TABLE 11
337, FOR A" SHEATHING W/8d COMMON NAILS
12
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11L_ILJI_J11 11L_ILJI_J11 I I
FULL LENGTH SHEAR PANELS
i I pl Iry III Ip 1 i
1 O LI, ,II PER WCFM 110 WINDLOAD GUIDE.
'll
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I pi I,I III III I I PERIMETER NAILS= 8d @ 6 O.C.
__ FIELD= 8d 0 12" O.C.
L----------------- J 33Xx40'-0"=13'-3" REQUIRED
FT SIDE ELEVATION
LE: 1/4 =9 -0 FACING POOL
RIGHT SIDE ELEVATIO
SCALE_ 1 /4 =1 —0
FULL LENGTH SHEAR PANELS
PER WCFM 110 WINDLOAD GUIDE.
PERIMETER NAILS= 8d 0 6" O.C.
FIELD= 8d 0 12" Q.C.
33T.x38'-0"=12'-6" REQUIRED
FULL LENGTH SHEAR PANELS
PER WCFM 110 WINDLOAD GUIDE.
PERIMETER NAILS= 8d 0 6" O.C.
FIELD= 8d 0 12" O.C.
337ox38'-0"=12'-6" REQUIRED
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ELEVATIONS
DATE ISSUED:
09/9/2022
REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
A 3
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STAMP:
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Sm INDICATES COMBINATION
SMOKE & CARBON MONOXIDE
DETECTORS
Ht INDICATES HEAT DETECTORS
FIRST FLOOR PLAN
SCALE:1 /4"=1'-0
AREA
1ST FLOOR LIVING SPACE 1,228 SF
2ND FLOOR LIVING SPACE 1,500 SF
TOTAL LIVING SPACE 21728 SF
RINSING STATI
TO BE FIELD I
SECOND FLOOR PLA
SCALE:1 /4 =V-0
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TITLE:
FIRST &
SECOND FLOOR
PLANS
DATE ISSUED:
09/9/2022
REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
A
l
STAMP:
a
GENERAL NOTES- (See also Project Specifications):
1. The General Conditions state that the Contract Documents are complimentary.
2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site
and establish existing elevations. Elevation of finished floor shall be established by
Architect With elevation information provided by Surveyor.
3. The General Contractor is responsible for all the Work.
A. Build and install parts of the Work level, plumb, square and in correct position.
B. Make joints tight and neat. If such is impossible, apply moldings, sealant or other
joint treatment as directed by Architect.
C. Under potentially domp conditions, provide galvanic insulation between different
metals Which are not adjacent on the galvanic scale.
D. Apply protective finish to ports of the Work before concealing them. For example,
point door tops, bottoms, glazing stops, glozing rebates, and hardware cutouts before
hanging doors, and point corrodible mounting plates before installing parts over them
E. Where accessories are required in order to install parts of the Work in usable form
and to make the Work perform properly, provide such accessories. If special tools
are required to maintain, adjust and repair products, provide them,
F. Follow manufacturer's instructions for assembling, installing and adjusting products.
Do not install products in a manner contrary to the manufacturer's instructions
unless authorized in Writing by the Architect.
G. Adjust and operate all items of equipment, leaving them fully ready for use.
H. The division of the Documents into Architectural, Structural, Electrical, Mechanical,
Plumbing and Civil components is not intended as division of the Work by trade or
otherwise.
I. Provide utility installations from lot line to house including underground electrical,
Water, telephone and CATV to comply With all local codes and requirements.
J, Concrete shall have compressive strength of 3000 psi ® 28 days for walls and
3500 psi ® slob Work, and reinforcing rods & Woven Wire fabric (WWF) per drawings.
Where noted, provide hard steel trowel finish on slabs.
Dompproofing shall be factory manufactured semi —mastic consistency from asphalts
and mineral fibers, and installed on all Walls and footings.
Piers for decks shall be concrete filled Sonotube forms.
4. The General Contractor shall verify oil dimensions at the site and shall notify the
Architect of any discrepancies before proceeding With the Work or purchasing materials
or equipment. Verify critical dimensions in the field before fabricating items which must
fit adjoining construction,
5. Ali details are typical unless otherwise noted and ore not necessarily shown in the
Documents at all locations where they occur.
6. The Architectural Documents govern the location of all Electrical and Mechanical items
installed as a part of the Work.
7. Existing items which are not to be removed and are damaged or removed in the course
of the Work shall be repaired and replaced in like new condition Without cost.
NEW HOME
FOR
MARGOT & FRED CHURCHILL
8. Existing surfaces disturbed during the course of the Work shall be reconstructed and
finished to match adjoining surfaces. Patched areas shall be finished in such a manner
as to provide visual and structural continuity across the entire affected surface.
9. All voids created or surfaces disturbed resulting from cutting, removal or installation of
elements as part of the Work shall be filled and finished to match adjoining construction.
10. Except as provided in the Documents, no structural member or element shall be cut
Without Written approval of the Architect. The General Contractor shall coordinate oil
cutting and shall advise the Architect of any potential conflicts With new or existing
structure.
11. Demolition Work shall only be carried out once oil temporary shoring and bracing is in
place. Removal of all temporary supports shall be completed only after new Work is secure
and complete.
12. All materials, equipment and Workmanship shall conform to the requirements of
authorities having jurisdiction of the Work.
13. All materials and equipment shall comply With the Occupational Safety and Health Act,
including oil amendments.
14. All materials and equipment shall conform to the requirements of authorities having
jurisdiction regarding not using or installing asbestos or asbestos —containing materials.
15. All paint used on all products and assemblies shall conform to A.N.S.I. Z66.1,
Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity.
16. All Warranties, guarantees and service maintenance agreements shall commence on the
dote of Substantial Completion of the Work or of the item being guaranteed, Whichever is
later, so that the Owner may receive full use of the item for the guarantee or Warranty
period.
17. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION:
A. Seal cracks and openings to make the exterior skin of the building tight to Water and
air entry.
B. Provide adequate blocking, bracing, nailers, fastenings and other supports to install
parts of the Work securely. Blocking, bracing, nailers, fastenings and other supports
shall be of a type not subject to deterioration or Weakening as the result of
environmental conditions or aging.
C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes
and other products pass through or are being removed from existing construction.
D. Provide chases, furred spaces, trenches, covers, pits, foundations and other
construction required in conjunction With the Work. If such construction is not
shown on the Drawings, coordinate with Architect for sizes and placement.
E. Provide and coordinate access doors and panels as required for access to equipment
requiring adjustment, inspection, maintenance or other access and as required for access
to spaces not otherwise accessible, such as attics and crawl spaces.
F. Check Drawings and manufacturers' literature for requirements for bases, pads, and
other supporting structures. Provide such structures. Remove supporting structures
associated With removed equipment and patch remaining surfaces.
G. As part of one year Warranty specified in the General Conditions, repair cracks and
other damage Which occur as a result of settlement and shrinkage during the first year
after Substantial Completion.
18, All Work shall conform to the applicable sections of the Massachusetts State Building
Code, Ninth Edition. For residential projects, particular attention shall be paid to Chapter
36 — One & Two Family Dwellings, especially Table 3606.2.3 "Fastener Schedule for Structural
Members".
NORTH ARROW
SECTION INDICATOR - LETTER IN TOP
HALF OF CIRCLE INDICATES THE
2 SPECIFIC SECTION. THE NUMBER AND
A-6 LETTER IN THE BOTTOM HALF INDICATES
THE DWG. No.
+ 45.5 NEW SPOT ELEVATION
+/- 45.5 EXISTING SPOT ELEVATION
+ LEVEL LINE OR WORKING POINT
Fl-0-1-1 ROOM NUMBER
ODOOR NUMBER
OWINDOW TYPE
MALL TYPE
REVISION MARK
CONCRETE - PLAN OR SECTION
BRICK - PLANS OR SECTIONS
CONCRETE BLOCK PLANS OR SEC.
PLYWOOD
STEEL, LARGE SCALE
ROUGH LUMBER
FINISH LUMBER
INSULATION - RIGID
® INSULATION - BATT
EARTH
COMPACT GRAVEL
WELDED WIRE MESH
PROPERTY LINE
CENTER LINE
A CERTIFIE1 AS LCIII T ,..,w,gll,r►1-R
BEFORE FINAL INSPECTION
LI-
Ar F. i I CRS OR O iv: ;rv. u NOT RELIEVE THE
APr'-, JOAN T FROM Th OF "AS BUILT"
COMPLIANCE.
DATE:
SCHEDULE OF DRAWINGS
T-1
TITLE SHEET
A-1
FIRST & SECOND FLOOR PLANS
A-2
BASEMENT FLOOR PLAN/
WINDOW & DOOR SCHEDULES
A-3
ELEVATIONS
A-4
FOUNDATION PLAN/DETAILS
A-5
FIRST FLOOR FRAMING PLAN/
NAILING SCHEDULE
A-6
SECOND FLOOR & ROOF
FRAMING PLANS
A-7
BUILDING SECTIONS/
WALL SECTION
DRAWINGS ARE
REPRESENTATIONAL ONLY
DO NOT
SCALE
DRAWINGS
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TITLE SHEET
DATE ISSUED:
09/9/2022
REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
T1
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