Andrew Strong/Tony Kramer (owner)
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PUBLIC WORKS
STAFF REPORT
ACCESSORY STRUCTURE
APPLICANT/OWNER Andrew Strong/Tony Kramer (owner)
LOCATION: 18 Morris Place
REQUEST: Accessory Structure exceeding 250 sq ft
EXISTING ZONING: A
EXISTING USE: Residential
1. Background The subject property is 1.40 acres. The homeowner is requesting to
construct a 432sqft. pavilion. The pavilion will mainly be a covered patio
with a fireplace. The pavilion will be constructed with a steel frame and
stone veneer with a masonry fireplace. The accessory structure is to
match the architecture of the home. The home is located at the end of a
private street surrounded by numerous grown trees. The pavilion will
not be visible from the front of the home.
2. Setbacks Section 406.020 “Such accessory structures must be located only in the
rear of the lot and set back from rear and side lot lines the same distance
as the required side yard setback distance for principal buildings in the
zoning district in which the lot is located.”
The side yard setback for Residential A Zoning District is 20’.
The new pavilion would be 54’10.5” from the rear property line.
Distance to side property line is not drawn, but is visibly greater than 20’.
Distance from main structure is not drawn, but is visibly greater than 10’.
Thus, the proposed structure meets all setback requirements.
Prepared by: Alexandra Knox 1/20/2021
From: Andrew Strong To: Alexandra Knox Subject: Gazebo 18 Morris Place Ln. Date: Tuesday, January 12, 2021 3:52:47 PM Alex , the gazebo will be used for leisure purposes Thank You, Andy Strong Contractor
WILL REQUIRE COORDINATION AND ADJUSMENTS IN DIMENSIONS AND THE
DISCOVERED THAT DIFFER FROM THE CONSTRUCTION DOCUMENTS, AND
REMEDIAL ACTION. SUCH CHANGES IN THE SCOPE OF WORK WILL BE THE
BROUGHT TO THE ATTENTION OF JEFF DAY & ASSOCIATES TO DISCUSS
4
pre-fabricated CUPOLA
DURING CONSTRUCTION, REAL-WORLD CONDITIONS ARE ALWAYS
A2 as selected by owner
SCOPE OF WORK. ALL DIMENSIONS SHALL BE CONFIRMED BY THE
chimney pot as cupola as
CONTRACTOR. DISCREPANCIES WITH DIMENSIONS SHOULD BE
selected by owner selected
by owner
MTL. CHIMNEY CAP chimney pot as
RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR.
OPTIONAL FOR MASONRY WALL FLASHING selected by owner
CAP AS REQUIRED
12 12
6 6
mtl. gutter on dentil trim
masonry fireplace see 1x8 fascia board
detail 2/A2
dentil trim
9" overhang
1x4 trim 9" overhang stone as selected
1x4 trim
by owner with 2"
ABBREVIATION LEGEND: stone cap at shoulder 1x4 trim 12" tapered hb&g
stone cap
a.a. attic access insul insulation 12" tapered hb&g column column with trim
ADJ. adjustable ijs in joist space (recessed) with trim cap and base as cap and base as
a.f.f. above finished floor jst joist selected by owner
+/- 8' - 0"
selected by owner
alum aluminum lin linen
+/- 3' - 6 1/2"
3' - 4"
amp ampere llvl lower level stone arch with
2' - 6"
blk'g blocking LSL laminated strand lumber optional key stone 4' - 0" 1' - 8"
IMPORTANT NOTE:
bm beam lt(s). light(s) typ.
bp beam pocket lvl laminated veneer lumber gas LOGS stone as
cfa column from above mil millimeter selected by
EXISTING PATIO firewood storage owner with 2"
2' - 0"
cj control joint mlb microllam beam
30" min. 1' - 6"
clg ceiling min minimum natural stone stone top cap
clo closet mfg. manufacturing retaining wall
clr clear mfr. manufacturer D.B.O.
c.o. cased opening mtl. metal
30" min.
30" min.
col column o.c. on center
conc concrete o.h. over head
cont continuous p&s pole and shelf
cpt carpet pcfa post, continuous from above
ct ceramic tile pfa post from above
d dryer perf perforated
dbl
d.b.o.
dia
double
designed by others
diameter
pl
plyw'd
psl
plate
plywood
parallam beam
RIGHT ELEVATION REAR ELEVATION
dn down p.t. pressure treated SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
dr door p'lam plastic laminate
ds down spout pvb poly-vapor barrier
dv direct vent Rebar reinforcing bars
dw dish washer r risers
d.w.o. drywall opening ref refrigerator
ea each sc solid core 5/8" SEE 5/8"
ea. way each way sf square feet 1 1/2"PLAN1 1/2"
1 7/8" 1 7/8"
ej expansion joint sflr second floor
elec electric shtg sheathing CONCRETE PIER
14311 Manchester Rd.
eng engineered spg spacing
St. Louis, MO. 63011
1 1/2" MIN.
ewdw existing window stl steel
ext exterior sw switch BASE PLATE
www.jeffdayllc.com
fflr finished/first floor t tread SEE DETAIL 4/A2
fd floor drain t&b top and bottom
314.644.2775
SEE PLAN
fnd foundation tmp tempered
fin finish t&g tongue and groove
fl floor t.o.f. top of foundation
flash'g flashing t.o.p. top of plate existing house
f.p. fireplace typ typical STL. POST
fphb freeze-proof hose bibb u.n.o. unless noted otherwise SEE PLAN
frz freezer w washer
f.v. field verify w/ with 5/8" DIA BOLT existing patio
DAY
C
ARCHITECTURE & PLANNING
L
L
gyp gypsum board wd wood
ASSOCIATES
h.d. hold down wdw window
hdr header wic walk-in closet
hdwd hardwood wwf welded wire fabric SEE PLAN
hvac heating ventilation & air
conditioning
STEEL POST BASE CONNECTION
1 SCALE: 1 1/2" = 1'-0"
JEFF
NOTE: THIS SITE DIAGRAM REFLECTS LAND SURVEY DATA ON THE LOT LOCATED AT 18 MORRIS
&
PLACE LN. THAT WAS COMPLETED BY OTHERS, AND PROVIDED BY THE PROPERTY OWNER. JEFF
DAY & ASSOCIATES, LLC. ASSUMES NO RESPONSIBILITY FOR ANY LOT BOUNDARY OR LAND SURVEY
DATA AS COLLECTED. THE REFLECTED LAND SURVEY DATA ON THIS SITE DIAGRAM IS FOR
REFERENCE ONLY. THE PURPOSE OF THIS SITE DIAGRAM IS TO INDICATE THE LOCATION OF THE
PROPOSED NEW COVERED PATIO TO THE EXISTING RESIDENCE.
GENERAL FOUNDATION PLAN NOTES:
1. ENTIRE FOUNDATION TO RECEIVE POLYMER ENHANCED ASPHALT MEMBRANE existing
bridge t.b.r. and
WATERPROOFING WITH INSULATING DRAINAGE BOARD INSTALLED PER MFR.
replaced d.b.o.
koi pond
(WATCHDOG OR EQ.)
2. PAD FOOTINGS TO BEAR ON VIRGIN SOIL and/or min. 30" below grade
3. PROVIDE 2X NAILER PLATES, MECHANICALLY FASTENED TO TOP FLANGE OF STEEL
BEAMS (TYPICAL).
Des Peres, MO 63131
18 Morris Place Ln.
Gazebo for:
+/- 1' - 5" 24' - 0"
1' - 6" 19' - 7 1/4" 1' - 6"
+/- 22' - 7 1/4"
steel beams at corner to
3.5" DIA. SCH 40 STL. POST connect as per detail 1/a2
1' - 4" +/- 21' - 3 1/4" 1' - 4"
8"
EXISTING 3.5" sch 40 steel w12x50 steel beam
post with 12" dia.
PATIO AND 16"X 16" PIER OVER 16"X 16" PIER OVER column wrap, see
KOI POND 3' - 0" 3' - 0" 36"X36"X12" PAD FOOTING elevation
36"X36"X12" PAD FOOTING
+/-
SHOWN SEE DETAIL 1/A1 SEE DETAIL 1/A1 BOX BEAM
SHOWN DASHED
25'
DASHED
t
h
se
IMPORTANT NOTE: EXISTING
ip
- 3
covered PATIO
12'
PATIO PAVERS T.B.R. AS
ip
se
18
h
"
NEEDED FOR NEW PIERS
t
-0
'-
+/- 13' - 1 3/8"
AND FOOTINGS
w12x14 steel beam
w12x14 steel beam
+/- 67' - 10 1/4" heater as
0"
"
girder truss
girder truss
selected by owner
NEW 12X15 - 0" " shown dashed
16' - 7 1/4"
15' -0 NEW
16"X 16" PIER OVER FOOTING UNDER field verify EXISTING FROST WALL DATE: 01.21.2021
18' - 0"
PATIO D.B.O. 2 4 ' 36"X36"X12" PAD FOOTING FIREPLACE SEE AT EXISTING PATIO IF PRESENT
COVERED SEE DETAIL 1/A1 DETAIL 2/A2 CONNECT PER DETAIL 3/A2 interior vault existing patio DRAWN BY: JML
+/- 54' - 10 1/2"
+/- 48' - 9" 12 shown dashed 12
PATIO
CENTER max max CHECKED BY: JKD
+/- 103' - 3 1/2" ASSUMED 8" FROST WALL
WITH EXISTING PATIO EDGE
+/- 25' - 5" REVISED:
t
h
se
R1 00.00.00
ip
8" +/- 9' - 6" +/- 6' - 6" +/- 8' - 1" 8"
ip
se
R2 00.00.00
h
t
extent of existing patio shown dashed
ALIGN
ALIGN
1' - 4" +/- 7' - 4 5/8" +/- 7' - 4 5/8" 1' - 4 3/8" typ. frost wall: 8" foundation R3 00.00.00
+/- 2' - 9 7/8"
wall with (2) #4 horizontal bars
1' - 6"
EXISTING TREE AT 4 3' - 0" at top and bottom w12x50 Steel beam
+/- 4' - 11"
EXISTING PATIO TO
1' - 6"
A2 typ. frost wall strip ftg.: 24"x12"
2' - 0"
2' - 0"
BE REMOVED OR with (2) #4 bars continuous
A1
RELOCATED
+/- 5' - 3"
16"X 16" PIER OVER
2' - 0"
2' - 0"
36"X36"X12" PAD FOOTING
SEE DETAIL 1/A1 +/- 2' - 1 1/2" 3' - 3" 1' - 3" 4' - 0" 3' - 3"
2' - 0"
3' - 4"
2' - 0"
cont. footing 30"
+/- 9 3/8" min. below grade +/- 1' - 1 1/2" 6' - 6 1/2" 2' - 6" 6' - 6" 2' - 6" 6' - 6 1/2" +/- 12' - 9 3/4"
24" foundation wall with (2) #4
horizontal bars at top and
bottom
SITE PLAN FOUNDATION PLAN NEW COVERED PATIO FLOOR PLAN Jeff Day & Associates, LLC
SCALE: N.T.S. SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0" Missouri State
This drawing and the details on it are the sole property of the Architect and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Architect. Copyright 2020 Jeff Day & Associates, LLC JDALLC20174 Certificate of Authority
# A-2009027415WILL REQUIRE COORDINATION AND ADJUSMENTS IN DIMENSIONS AND THE
DISCOVERED THAT DIFFER FROM THE CONSTRUCTION DOCUMENTS, AND
REMEDIAL ACTION. SUCH CHANGES IN THE SCOPE OF WORK WILL BE THE
BROUGHT TO THE ATTENTION OF JEFF DAY & ASSOCIATES TO DISCUSS
DURING CONSTRUCTION, REAL-WORLD CONDITIONS ARE ALWAYS
SCOPE OF WORK. ALL DIMENSIONS SHALL BE CONFIRMED BY THE
CONTRACTOR. DISCREPANCIES WITH DIMENSIONS SHOULD BE
RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR.
LIGHTWEIGHT I.R.C. APPROVED
CAP AS SELECTED BY OWNER
MASONRY CHIMNEY TOP,
SLOPE TO SHED WATER
OPT. FOR MTL. CAP FIELD
PRE- FABRICATED cupola VERIFY WITH OWNER
AS SELECTED BY OWNER
MTL. FLASHING
chimney pots as
selected by owner OVERFRAMED CHIMNEY
CRICKET AT CHIMNEY tYP. roof const.:
PROVIDE TUCKED MTL. metal ROOFING over 1 LAYER OF 15#
FLASHING AT STONE VENEER roofing felt or asphalt rolled
12 roof OVER 1/2" PLYWOOD SHEATHING
see W/ PLYCLIPS simpson PScl1/2 or sim.
elevation over wood trusses d.b.o.
IMPORTANT NOTE:
SIMPSON H3 AT TRUSS
INSTALL PER MFR.
max
ext grade bead board MTL. DRIP EDGE
12 ceiling material as
selected by owner mtl. gutter OVER 8" fascia BOARD
STL. POST WELDED TO
BOTTOM OF BEAM
SEE DETAIL 1/A2 EXT. GRADE SOFFIT
masonry fireplace
MATERIAL
see detail 2/A2
2X10 TOP PLATE 2 ROWS
fastened with 1/2" dia.
thru bolts 24" o.c. TO
TOP OF STEEL BEAM MECH. CONTRACTOR TO COORD.
FLUE SIZE W/ FIREPLACE MOUTH.
stl. beam WITH 1X
BEAM SKIN WITH 2X
FRAMING AS NEEDED
+/- 8' - 6" TO BTM OF STL.
2' - 0"
3.5" DIA. sch 40 steel post welded
to 12"x12"x5/8" steel BASE plate
14311 Manchester Rd.
STONE AS SELECTED BY
St. Louis, MO. 63011
OWNER w/ LADDERS @ 16"
O.C. VERT. & 24" O.C.
www.jeffdayllc.com
HORZ. IN BED JOINTS WHEN MASONRY BLOCK FILL
ALIGNS WITH CMU BLOCK
314.644.2775
hb&g column (see elevation) STONE ARCH
hearth with 2" stone
cap see detail 2/A2
5' - 4"
2' - 0"
8" CMU BLOCKS w/
STONE AS SELECTED BY LADDER REINFORCING
4" 3500 psi 12"x12"x5/8" steel BASE plate
OWNER w/ LADDER TIES @ EVERY OTHER COURSE,
concrete slab with with 5/8" bolts or all-thread 3 1/2" X 3 1/2" X 5/16"
16" O.C. VERT. & 24" O.C. FILL AS REQ'D
w.w.f. over min 4" at each corner embedded
DAY
C
ARCHITECTURE & PLANNING
ARCHED LINTEL
L
L
HORZ. IN BED JOINTS WHEN existing PAVER patio
ASSOCIATES
compacted gravel into footing 8" w/ epoxy set
ALIGNS WITH CMU BLOCK
1' - 6"
fill FINISH TO MATCH typ. at steel post base
footing under fireplace EXISTING
see DETAIL 2/A2 STONE RETURN BEYOND
4"
MASONRY BLOCK FILL FIREBRICK
FIREPLACE OPNG.
1' - 0"
PIER SEE PLAN
FROST WALL SEE PLAN 2" STONE HEARTH CAP
#4 bars at each 1'-10" 4" SEE PLAN
30" min.
30" min.
#4 bars at each corner corner of pier bent
of pier bent into pad #4 BAR BENT INTO into pad footing min 2" METAL OR 20 MIL
footing min 2" from sides FROST WALL 12" O.C. POLY FLASHING
JEFF
from sides of pier
1' - 0" MIN
+/- 1' - 6"
of pier WITH CONT. KEY WITH WEEPS AT
12" min.
32" O.C. MAX.
conc. footing with #4 bars at
6" o.c. ea. way base of FOOTING see GRADE LINE
&
to be 30" min. below grade
SEE PLAN eq. plan eq. conc. footing with #4
bars at 6" o.c. ea. way
4"
see plan base of FOOTING to be
30" min. below grade
CONC. FDN WALL with #4
bars at 12" ea. way AT
COVERED PATIO CROSS SECTION
30" MIN.
BOTTOM
4 SCALE: 1/2" = 1'-0" #4 bar bent
3" MIN.
into fdn wall
SEE FDN. PLAN
MASONRY FIREPLACE SECTION
Des Peres, MO 63131
18 Morris Place Ln.
2 SCALE: 3/4" = 1'-0"
Gazebo for:
field coordinate
with existing electric
fan as selected by w12x50 stl beam
owner field verify
location
shear tab connection
install per mfr.
recommendation
box beam
shown dashed min. min.
new fnd. see plan w12x14 stl. beam
6" 6"
3.5" DIA. SCH 40 STL. POST
3"
existing fnd. and conc. WELDED TO BOTTOM OF DATE: 01.21.2021
ftg. verify in field exact BEAM WITH 3/16" 1/4" SEAT ANGLE
size and conditions continuous BEAD WELD CONNECTION INSTALL PER DRAWN BY: JML
12" max.
MFR. RECOMMENDATION
important note: CHECKED BY: JKD
ceiling mounted (2) #4 bars, cont. 1X BOX BEAM NOT SHOWN. SEE
ELECTRICAL SYMBOLS:
f.v. wall height
heater as selected DETAIL 3/A2 FRAME DOWN BOX
by owner at 2' TALL (2) #4 bars, 24" long, BEAM TO MEET COLUMN
REVISED:
MASONRY wall drilled min. 6" into existing CAPITOL AFTER BEAM TO R1 00.00.00
eq. eq. 3" 12" max.
TV as selected waterproof duplex recessed can light
OUTLET FOR wp/ gfi fnd. grout solid with const. COLUMN WELD IS COMPLETED
by owner with gfci outlet with cover R2 00.00.00
TELEVISION grade epoxy 12" o.c. vert.
mount per mfr. tv for exterior application
R3 00.00.00
at 2' TALL wp/ gfi wp/ gfi wp/ gfi
MASONRY wall raised hearth MASONRY WALL hg&b column
ceiling fan w/ light elevation difference see elevation
FOR FIREWOOD
MASONRY WALL may preclude doweling
STORAGE
FOR FIREWOOD into existing foundation
A2
STORAGE electrical notes: footing- field verify
MASONRY
FIREPLACE 1. the electrical layout shown on these plans is for schematic purposes
only. owner shall confirm final electrical layout with electrical sub-
contractor. (2) #4 bars, cont.
verify ftg.
2. provide photocell with switch override at exterior lights f.v. location
of switches
3. provide timer shut-off switch for heaters
COVERED PATIO ELECTRICAL PLAN FOUNDATION CONNECTION DETAIL CONNECTION AT STEEL POST
SCALE: 1/4"=1'-0"
3 SCALE: 3/4" = 1'-0" IF necessary SEE FOUNDATION PLAN 1 Jeff Day & Associates, LLC
SCALE: 1 1/2" = 1'-0"
Missouri State
This drawing and the details on it are the sole property of the Architect and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Architect. Copyright 2020 Jeff Day & Associates, LLC JDALLC20174 Certificate of Authority
# A-2009027415WILL REQUIRE COORDINATION AND ADJUSMENTS IN DIMENSIONS AND THE
DISCOVERED THAT DIFFER FROM THE CONSTRUCTION DOCUMENTS, AND
REMEDIAL ACTION. SUCH CHANGES IN THE SCOPE OF WORK WILL BE THE
BROUGHT TO THE ATTENTION OF JEFF DAY & ASSOCIATES TO DISCUSS
DURING CONSTRUCTION, REAL-WORLD CONDITIONS ARE ALWAYS
SCOPE OF WORK. ALL DIMENSIONS SHALL BE CONFIRMED BY THE
CONTRACTOR. DISCREPANCIES WITH DIMENSIONS SHOULD BE
RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR.
DIVISION 01: GENERAL REQUIREMENTS PROVIDE STEEL SHIMS AS REQUIRED TO SUPPORT STEEL BEAMS ON THE PROVIDE DRAIN TILE SYSTEM INSIDE AND OUTSIDE OF THE FOUNDATION. IF GROUND FIRE RATED CONSTRUCTION FOR BASEMENT GARAGE OR SECOND STORY ABOVE: CLOTHES DRYERS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS, AND EXHAUST TO THE
FOUNDATION, GROUT REMAINING VOIDS IN BEAM POCKET SPACE SOLID. WATER IS PRESENT - PROVIDE DAMPPROOFING OF THE FLOOR SLAB OF 6-MIL PROVIDE (1) LAYER 5/8" THICK TYPE 'X' GYPSUM BOARD ON THE ENTIRE GARAGE EXTERIOR.
THE NOTES CONTAINED HERE-IN ARE NOT PROJECT SPECIFIC, AND ARE INTENDED TO POLYETHYLENE FILM BELOW THE SLAB, WITH JOINTS LAPPED AND SEALED. THE CEILING, OR ON THE GARAGE CEILING BELOW THE HABITABLE SPACE ABOVE AND
BE A GUIDE FOR MINIMUM CONSTRUCTION STANDARDS EXPECTED DURING THE FIREPLACE DAMPERS AT FULL MASONRY, WOOD BURNING FIREPLACES TO BE 12 FOUNDATION SHALL BE DAMPPROOFED WITH A BITUMINOUS MATERIAL PERMITTED FOR ON THE GARAGE SIDE OF THE SEPARATING WALL UP TO THE UNDERSIDE OF THE RESIDENTIAL BATHROOMS WITHOUT WINDOWS FOR NATURAL VENTILATION SHALL EXHAUST 50
CONSTRUCTION OF THIS PROJECT. CONSULT WITH JEFF DAY & ASSOCIATES, LLC IN THE GAUGE CAST IRON. WALL DAMPPROOFING OR ANY OF THE APPROVED WATERPROOFING METHODS. ROOF SHEATHING. CFM MINIMUM TO THE EXTERIOR. IT IS NOT PERMISSIBLE TO DISCHARGE EXHAUST TO THE ATTIC.
EVENT ALTERNATE CONSTRUCTION METHODS ARE TO BE USED.
ALL STEEL LINTELS SHALL BEAR AT LEAST 8" ON MASONRY OR CONCRETE UNLESS BASEMENT WALLS AND FLOORS ARE TO BE TREATED TO PROVIDE RESISTANCE TO THE PROVIDE 1/2" DRYWALL AT THE UNDERSIDE OF ALL STAIR STRINGERS TO BE ENCLOSED CRAWL SPACES SHALL HAVE A MINIMUM OF 2'-0" CLEAR SPACE MEASURED FROM THE
NOTIFY JEFF DAY ASSOCIATES, LLC IN EVENT OF DISCREPANCIES, OMISSIONS, AND/OR OTHERWISE NOTED ON PLANS, REFER TO PLANS FOR LINTEL SIZES AND/OR INFILTRATION OF WATER. IF GROUND WATER IS PRESENT - A WATER PROOFING FOR USE AS A STORAGE CLOSET OF ANY KIND. UNDERSIDE OF THE JOIST TO THE INTERIOR GRADE BELOW, OR 1'-6" WHEN A CONCRETE SLAB IS
CONFLICTS IN THE DRAWINGS OR SPECIFICATIONS. THE CONTRACTOR IS NOT SCHEDULES. MEMBRANE OF RUBBERIZED ASPHALT, BUTYLRUBBER, OR NEOPRENE WITH THE JOINTS PROVIDED OVER A 6 mil. VAPOR BARRIER .
AUTHORIZED TO SCALE THE DRAWINGS. ALL QUESTIONS IN REFERENCE TO THE LAPPED AND SEALED SHALL BE PROVIDED UNDER THE FLOOR SLAB. THE FOUNDATION
CONTRACT DOCUMENTS, EXCLUDING THOSE REGARDING FINISH MATERIALS, SHALL BE IS TO BE WATERPROOFED WITH TWO PLY HOT-MOPPED FELTS, 6-MIL PVC, 40 MIL DIVISION 10: SPECIALTIES CRAWL SPACES REQUIRING CROSS VENTILATION BY NATURAL MEANS SHALL HAVE 1 VENT
IMMEDIATELY DIRECTED TO JEFF DAY & ASSOCIATES, LLC. DIVISION 06: CARPENTRY POLYMER MODIFIED ASPHALT, 6-MIL POLYETHYLENE, OR AND APPROVED LOCATED MAXIMUM 3'-0" FROM EACH EXPOSED CORNER OF THE FOUNDATION.
WATERPROOFING SYSTEM APPLIED ACCORDING TO THE MANUFACTURER'S SMOKE DETECTORS:
CONTRACTOR SHALL BE FAMILIAR WITH STANDARDS SET FORTH IN ALL THE ALLOWABLE DESIGN VALUES FOR STRUCTURAL WOOD MEMBERS INCLUDING DESIGN INSTRUCTIONS. JOINTS TO BE LAPPED AND SEALED. ALL JOINTS IN WALLS AND FLOORS UL LISTED SMOKE DETECTORS SHALL BE LOCATED ON EACH FLOOR LEVEL IN THE CRAWL SPACE VENTILATION CAN BE ACHIEVED BY MECHANICAL VENTILATION WITH OUTDOOR
APPLICABLE CODES AND ORDINANCES SET FORTH BY THE LOCAL JURISDICTION FOR STRESSES FOR FLOOR JOISTS AND ROOF RAFTERS SHALL BE AS SPECIFIED IN AF TO BE WATERTIGHT. VICINITY OF ALL BEDROOM ENTRANCE DOORS (WITHIN A MAXIMUM OF 10 FEET FROM AIR IN ACCORDANCE WITH THE MECHANICAL CODE AT A RATE OF .05 CFM/SQ. FT. OF AREA (IN
IMPORTANT NOTE:
RESIDENTIAL CONSTRUCTION. and PA'S NDS. LUMBER SHALL BE S4S STOCK, THOROUGHLY SEASONED, MOISTURE EACH BEDROOM IN THE HALLWAY) AND WITHIN EACH BEDROOM. LOCATE BEDROOM LIEU OF NATURAL VENTILATION)
CONTENT SHALL NOT EXCEED 19 PERCENT. BATT OR BLANKET INSULATION INCLUDING THE VAPOR BARRIER, BREATHER PAPER, HALLWAY DETECTORS UPSTREAM FROM RETURN AIR GRILLE WHERE APPLICABLE. FLOOR
SHOP DRAWINGS SHALL BE SUBMITTED TO THE DESIGNER FOR WINDOWS AND EXTERIOR OR OTHER COVERINGS SHALL NOT BE LEFT EXPOSED IN UNFINISHED BASEMENTS UNLESS LEVELS THAT DO NOT CONTAIN BEDROOMS SHALL HAVE THE DETECTOR LOCATED AT PLUMBING:
DOORS FOR REVIEW OF SCOPE, SIZE, AND DESIGN. ALL FLOOR FRAMING SHALL BE DESIGNED TO SUPPORT THE FOLLOWING MINIMUMS: THE MATERIAL HAS A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE THE CEILING NEAR THE STAIRWAY. IN SPLIT LEVEL RESIDENCES A SMOKE DETECTOR THE WATER SERVICE PIPE AND THE BUILDING SEWER SHALL BE A MINIMUM OF 10'-0" APART
FLOOR AREAS OTHER THAN SLEEPING ROOMS: LIVE LOAD 40 LB. PER SQ. FT. DEVELOPMENT RATING OF 450 OR LESS. INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL HORIZONTALLY.
SLEEPING ROOMS: LIVE LOAD 30 LB. PER SQ. FT. PROVIDED THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.
DIVISION 02: SITE WORK BALCONY (EXTERIOR) LESS THAN 100 SQ. FT.: LIVE LOAD 40 LB. PER SQ. FT. MINIMUM "R" (RESISTANCE) VALUES REQUIRED: IF THERE IS AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS A SMOKE THE FOLLOWING PROVIDES MINIMUM WATER SERVICE LINES SERVING SINGLE FAMILY
DECKS: LIVE LOAD 60 LB. PER SQ. FT. ROOF/CEILING R-49 DETECTOR SHALL BE INSTALLED ON BOTH LEVELS. RESIDENCES.
SOILS ENGINEER TO VERIFY SOIL CONDITIONS AND BEARING CAPACITY. SOIL BEARING WOOD FRAME WALL R-20 (OR R-13 CAVITY INSUL. + CONT. R-5 INSUL.) 1" SERVICE LINE - UP TO 3-1/2 BATHS
CAPACITY TO BE MINIMUM 2000 POUNDS / SQ. FT. PROVIDE PRESERVATIVE TREATED LUMBER IN THE FOLLOWING LOCATIONS: ALL SILL BAND BOARD R-20 WHERE A ROOM REQUIRING A SMOKE DETECTOR IS VAULTED IN ANY FORMAT (SCISSOR, 1-1/4" SERVICE LINE - UP TO 6 BATHS
PLATES, BLOCKING, PLATES, AND GROUNDS IN CONTACT WITH CONCRETE, MASONRY, FLOOR * R-19 TRAY, COFFER, ETC.) THE DETECTOR SHALL BE LOCATED WITHIN 36" OF THE HIGH POINT 1-1/2" SERVICE LINE - MORE THAN 6 BATHS
DWELLINGS SERVED BY WELLS AND/OR ON-SITE SANITARY SEWAGE DISPOSAL SYSTEMS OR EARTH. BASEMENT WALL** R-10 (CONT. INSUL.), R-13 (FRAME CAVITY INSUL.) OF THAT VAULT, OR LOCATED INSIDE THE HIGH POINT OF A TRAY, COFFERED, OR
MUST HAVE THOSE FACILITIES APPROVED BY PUBLIC WORKS PLUMBING INSPECTION SLAB-ON-GRADE FLOOR *** R-10, 2FT. BEAMED CEILING. *THIS COUNT INCLUDES: (1) KITCHEN SINK WITH DISHWASHER, (1) CLOTHES WASHER SUPPLY and
DIVISION. A LOCALLY REGISTERED CIVIL ENGINEER MUST CONDUCT A PERCOLATION TRUSSES TO COMPLY WITH TPI 1-2002. TRUSSED ROOFS AND/OR FLOORS SHALL CRAWL SPACE WALL R-10 (CONT. INSUL.), R-13 (FRAME CAVITY INSUL.) LAUNDRY SINK, AND (2) 1/2" EXTERIOR CONTINUOUS HOSE BIBBS. ROUGH-IN FIXTURES
TEST AND DESIGN A SEWAGE DISPOSAL SYSTEM FOR THE SITE. HAVE INDIVIDUAL TRUSS PLANS INDICATING SPACING AND ROOF PITCH FOR EACH SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT ACTIVATION OF ONE ALARM SHALL BE INCLUDED IN THE COUNT.
SPAN UTILIZED. SHOW TRUSS FRAMING LAYOUT INCLUDING GIRDER LOCATIONS. * IF BASEMENT AREA BELOW IS UNFINISHED. WILL ACTIVATE ALL ALARMS THROUGHOUT THE DWELLING. THE SMOKE DETECTORS SHALL
FINISH GRADES AT THE BUILDING TO BE A MINIMUM OF 8" BELOW THE TOP OF THE TRUSSES SHALL BE DESIGNED AND SEALED BY A REGISTERED DESIGN BE AC POWERED AND HAVE BATTERY BACKUP. THE INSTALLATION SHALL ALSO MEET A FLOOR DRAIN IS REQUIRED FOR A WATER HEATER, AND A FURNACE UNIT WITH A CONDENSING
FOUNDATION FOR WOOD FRAME OR WOOD FRAME WITH MASONRY VENEER, AND 6" PROFESSIONAL IN THE PROJECT'S STATE WITH REQUIRED LIVE AND DEAD LOAD ** IF FLOOR OVER UNFINISHED BASEMENT AREA IS INSULATED, BASEMENT FOUNDATION NFPA 72. COIL, AND LOCATED WITHIN 15'-0" OF EACH UNIT AND IN THE SAME ROOM. CONTRACTOR SHALL
BELOW FULL MASONRY WALLS. GRADES SHALL SLOPE AWAY FROM THE FOUNDATION A DESIGN CRITERIA NOTED, REFERENCE TO THE SPECIFIED BUILDING CODE, NFPA, AND WALL DOES NOT REQUIRE INSULATION. PROVIDE SHUT OFF VALVES TO EACH FIXTURE.
MINIMUM OF 1"/FOOT FOR A DISTANCE OF 8'-0", OR TO A SWALE. TPI 1-2002 AS THE DESIGN STANDARDS. ACCESS PANELS:
*** THE INSULATION SHALL BE LOCATED ALONG THE PERIMETER OF THE FOUNDATION A 16" X 24" MINIMUM ACCESS OPENING IS REQUIRED FOR CRAWL SPACES. A 22" X 30" CONTRACTOR SHALL USE LEAD FREE SOLDER ON ALL COPPER WATER SUPPLY PIPING.
CONCRETE PIERS AND TO BE 24" INTO VIRGIN SOIL AND A MINIMUM OF 30" BELOW SPECIFY ALL LINTELS, BEAMS, BEARING WALLS, COLUMNS, TRUSS TO BEARING PLATE WALL DOWNWARD FROM THE SLAB, AND HORIZONTALLY UNDER THE SLAB, FOR A MINIMUM ACCESS OPENING IS REQUIRED FOR ATTIC AREAS WHICH HAVE A CLEAR HEIGHT
GRADE. CONNECTIONS, TRUSS TO TRUSS CONNECTIONS, ETC. BASED UPON THE TRUSS LAYOUT MINIMUM OF 24". OF OVER 30". REFER TO M1305.1.3 FOR ACCESS SIZE WHEN AN APPLIANCE IS LOCATED IN
PLAN. TRUSSES TO BE ANCHORED WITH METAL HURRICANE TIES AS INDICATED BY THE ATTIC OR CRAWL SPACE. DIVISION 16: ELECTRICAL SYSTEM
EXCAVATION: FOLLOW OSHA RULES FOR EXCAVATIONS. STEP BACK EXCAVATIONS AS THE DESIGN PROFESSIONAL, AND PER SPECIFIED BUILDING CODE.
REQUIRED. DIVISION 08: DOORS AND WINDOWS STAIRWAYS AND EXIT PASSAGEWAYS: ALL WIRE AND CABLE SHALL BE COPPER INCLUDING SERVICE TO SUB-PANELS. ALL WIRE SHALL
CUTTING, NOTCHING, AND/OR BORING HOLES IN WOOD BEAMS, JOISTS, RAFTERS, OR HANDRAILS (AND OTHER PROJECTIONS BELOW THE HANDRAIL) SHALL NOT PROJECT BE RUN CONCEALED, AND SHALL RUN TO CLEAR ALL OPENINGS. PROVIDE WIRING IN
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CONCRETE FOOTINGS TO REST A MINIMUM OF 30" BELOW FINISHED GRADE, AND ON STUDS SHALL NOT EXCEED THE LIMITATIONS NOTED IN THE PERTINENT SECTIONS OF WINDOW U-VALUES SHALL BE DETERMINED IN ACCORDANCE WITH THE SPECIFIED MORE THAN 4" INTO THE REQUIRED STAIRWAY WIDTH. HANDRAILS SHALL EITHER MEET A.) GALVANIZED CONDUIT ON WALLS IN EXPOSED AREAS (BASEMENT FOUNDATION WALLS, ETC.).
VIRGIN SOIL. THE SPECIFIED INTERNATIONAL RESIDENTIAL CODE, AND AS OUTLINED BY THE JOIST BUILDING CODE AND NFRC 100, LABELED AND CERTIFIED BY THE MANUFACTURER, OR CIRCULAR CROSS SECTION WITH MINIMUM DIAMETER OF 1-1/4" BUT NOT MORE THAN 2", OR
OR BEAM MANUFACTURER. SHALL BE ASSIGNED U-VALUES LISTED IN THE CABO MEC TABLE 102.3A. B.) OTHER APPROVED SHAPES HAVING A MAXIMUM ALLOWABLE HORIZONTAL WIDTH OF ELECTRICAL PANELS SHALL NOT BE INSTALLED IN BATHROOMS OR CLOTHES CLOSETS.
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2-1/4", MAXIMUM GRASPABLE PERIMETER DIMENSION OF 6-1/4", AND A MINIMUM 4" LIGHTING IS REQUIRED IN THE VICINITY OF THE ELECTRICAL PANEL. ELECTRICAL PANELS IN NEW
DIVISION 03: CONCRETE REINFORCEMENT OF STUDS SHALL BE DONE IN ACCORDANCE WITH THE PERTINENT MINIMUM DOUBLE GLAZING, THERMALLY BROKEN, IS REQUIRED FOR ALL DOORS AND GRASPABLE PERIMETER DIMENSION. CONSTRUCTION SHALL NOT BE INSTALLED IN AREAS WITH LESS THEN 6'-6" HEADROOM. A
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SECTIONS OF THE SPECIFIED BUILDING CODE. WINDOWS. A COMPLETE WEATHERSTRIPPED DOOR SYSTEM IS REQUIRED FOR ALL MINIMUM OF 3'-0" CLEARANCE IS REQUIRED IN FRONT OF ELECTRICAL PANELS.
MINIMUM SPECIFIED STRENGTH OF CONCRETE, COMPRESSIVE AT 28 DAYS, PSI. EXTERIOR DOORS. GUARDS ALONG OPEN-SIDED STAIRS SHALL BE A MINIMUM OF 36" IN HEIGHT ABOVE THE
BASEMENT WALLS AND FOUNDATIONS: 3,000PSI NAILING AND FASTENING OF FLOOR, ROOF/CEILING, WALL AND ROOF SHEATHING, AND LEADING EDGE OF THE TREAD AND MINIMUM OF 36" IN HEIGHT AT THE STAIR LANDINGS. INSTALL THE ENERGY CONSERVATION CERTIFICATE AS REFERENCED BY SECTION N1101.14 OF
BASEMENT SLABS AND INTERIOR SLABS ON GRADE EXCEPT GARAGE SLABS: GYPSUM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PERTINENT TABLES OF **ALL WINDOWS AND DOORS TO BE THERMAL BREAK TYPE. MINIMUM 36" HIGH GUARDS SHALL BE PROVIDED ALONG BALCONIES, AREAWAYS, THE IRC. CERTIFICATE MUST BE PERMANENTLY PLACED ADJACENT TO THE ELECTRICAL PANEL
2,500PSI THE SPECIFIED BUILDING CODE. NAILING OF BRACED WALL PANELS SHALL CONFORM MEZZANINES AND OPEN-SIDED WALKING SURFACES WHERE THE DIFFERENCE IN FLOOR AND SHALL IDENTIFY ALL PREDOMINANT R VALUES AND DESIGN CRITERIA AS WELL AS THE
WITH THE SPECIFIED BUILDING CODE. DOORS BETWEEN GARAGE AND DWELLING TO BE MINIMUM 1-3/4" THICK SOLID CORE LEVELS IS MORE THAN 24". GUARDS ARE REQUIRED FOR OPEN SIDED FRONT PORCHES EFFICIENCY RATINGS FOR ALL INITIALLY INSTALLED EQUIPMENT.
DRIVEWAYS, CURBS, WALKS, PATIOS, PORCHES, CARPORT SLABS, STEPS AND OTHER WOOD OR STEEL DOOR, OR 1-3/8" HONEYCOMB CORE STEEL DOOR. DOOR SILL TO BE A MORE THAN 30" ABOVE GRADE, UNLESS DIRECTLY ADJACENT TO THE WALKING SURFACE
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FLATWORK EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS: 3,500PSI NAILING OF INTERIOR BRACED WALL LINES CONSTRUCTED WITH PLYWOOD TO BE IN MINIMUM OF 4" ABOVE THE GARAGE FLOOR. PROVIDE SELF-CLOSING DEVICE ON ALL IS LANDSCAPED. OPEN GUARDS SHALL HAVE INTERMEDIATE VERTICAL BALUSTERS PROVIDE LIGHTING IN THE FOLLOWING AREAS: MINIMUM 1 WALL SWITCHED LIGHTING OUTLET SHALL
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CONCRETE FOR ALL BASEMENT WALLS, FOUNDATION WALLS, PORCHES, WALKS, PATIOS, CONFORMANCE WITH THE METHODS OUTLINED IN THE SPECIFIED BUILDING CODE. DOORS BETWEEN GARGAE AND DWELLING. SPACED NO MORE THAN 4" APART (CLEAR DIMENSION). HORIZONTAL RAILS, RAILS BE INSTALLED IN EVERY HABITABLE ROOM, BATHROOM, HALLWAY, ATTACHED GARAGE AND
STEPS, GARAGE AND CARPORT FLOOR SLABS, AND DRIVEWAYS SHALL BE AIR- ALL EXTERIOR WALL SHEATHING SHALL BE MINIMUM 1/2" O.S.B. OR PLYWOOD. WOOD PARALLEL TO A LINE FORMED BY THE LEADING EDGE OF THE STAIR TREAD NOSINGS, AT EXTERIOR DOORS. OCCUPANCY SENSORS MAY BE USED IN ADDITION TO A WALL SWITCH OR
ENTRAINED. FLOOR JOIST BRIDGING: PROVIDE SAME AS JOIST, ONE ROW EACH SPAN OF JOIST. WINDOW WELLS PROVIDED AT LOWER LEVEL EGRESS WINDOWS ARE TO PROJECT AND ORNAMENTAL PATTERNS THAT PROVIDE A LADDER EFFECT ARE PROHIBITED. BE EQUIPPED WITH A MANUAL OVERRIDE AND BE LOCATED AT THE CUSTOMARY WALL SWITCH
SEE TRUSS MANUFACTURER'S SPECIFICATIONS FOR FLOOR AND ROOF TRUSS MINIMUM 3'-0" FROM FACE OF WINDOW, AND HAVE A MINIMUM OF 9 SQUARE FEET OF LOCATION.
1/2" DIAMETER ANCHOR BOLTS, PLACED A MAXIMUM OF 6'-0" ON CENTER, SET A BRIDGING REQUIREMENTS. A MOISTURE PROTECTION OF WATER-RESISTANT AREA. WELLS EXCEEDING 44" IN DEPTH SHALL HAVE A PERMANENT LADDER OR BE STAIR WINDERS MUST HAVE 9" MINIMUM TREAD DEPTH AT A POINT NOT MORE THAN 1'-0"
MINIMUM OF 8" INTO CONCRETE REQUIRED FOR ALL ANCHORING OF SILL PLATES SATURATED FELT BUILDING PAPER, MINIMUM OF 14LB/SQ., OR APPROVED POLY PROVIDED WITH STEPS. FROM THE NARROW END AND BE AT LEAST 6" IN DEPTH AT THE NARROWEST DIMENSION. AT LEAST 1 LIGHTING OUTLET IS REQUIRED IN EACH ATTIC, CRAWL SPACE, BASEMENT OR UTILITY
(PROVIDE STAINLESS STEEL BOLTS FOR TREATED SILL PLATES) AROUND ENTIRE BASED HOUSE WRAP IS REQUIRED OVER SHEATHING USED BEHIND MASONRY ROOM THAT IS USED FOR STORAGE OR CONTAINS HEATING, AIR-CONDITIONING OR OTHER
FOUNDATION WITH NUTS AND 1-1/2" WASHERS PROVIDED. 2 BOLTS MINIMUM PER BOARD VENEERS. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND/OR CUT SHEETS FOR WINDOWS FIREPLACES AND CHIMNEYS: EQUIPMENT REQUIRING SERVICING. THE LIGHT SWITCH SHALL BE LOCATED AT THE POINT OF
LENGTH. PROVIDE A CODE-APPROVED SILL SEALER WITH APPROVED SHIM MATERIALS AND DOORS, TO THE DESIGNER FOR REVIEW OF DESIGN INTENT. PROVIDE MINIMUM 1'-0" CLEAR TO COMBUSTIBLES FROM MOUTH OF FIREPLACE TO ANY ENTRY.
AND METHODS. COMBUSTIBLE MATERIAL ABOVE (MANTELS, PICTURE MOLD TRIM, ETC.)
ALL HEADERS/JOISTS SHALL BE #2 SOUTHERN YELLOW PINE. GLAZING IN STORM DOORS, EXTERIOR OR INTERIOR DOORS, GUARDS AND RAILINGS, PROVIDE MINIMUM 6" FROM MOUTH OF FIREPLACE TO ANY COMBUSTIBLES AT SIDES OF INTERIOR STAIRWAYS TO BE PROVIDED WITH A MINIMUM OF 10 FOOT-CANDLES MEASURED AT
MINIMUM THICKNESS OF CONCRETE FLOOR SLABS: SUPPORTED DIRECTLY ON THE ALL HEADERS SHALL BE MINIMUM (2) 2X10 UNLESS NOTED OTHERWISE. PATIO DOORS, SHOWER AND BATHTUB TO BE FULLY TEMPERED (SAFETY) GLASS. FIREPLACE MOUTH. EACH TREAD NOSING. INTERIOR STAIRWAYS SHALL HAVE ILLUMINATED LIGHTING CONTROLS AT
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GROUND SHALL BE 3-1/2", SLABS TO BE USED FOR VEHICLE TRAFFIC SHALL BE MINIMUM EACH FLOOR LEVEL. INTERIOR STAIRWAY SWITCHES MUST BE OPERABLE FROM THE TOP AND
4". ALL WOOD POSTS SHALL BE MINIMUM (2) 2x WALL THICKNESS, UNLESS OTHERWISE GLAZING IN ANY PORTION OF A BUILDING ENCLOSING BATHTUBS, SHOWERS, HOT TUBS, PROVIDE MINIMUM 1'-8" DEEP NON-COMBUSTIBLE HEARTH, WHETHER RAISED OR FLUSH. BOTTOM OF THE STAIRWAY WITHOUT TRAVERSING ANY STEP OF THE STAIRWAY. ALL EXTERIOR
NOTED. ETC. INCLUDING ANY AND ALL EXTERIOR WINDOWS ADJACENT TO SHOWERS, TUBS, ETC. AT MASONRY FIREPLACES, PROVIDE A MINIMUM 12 GAGE CAST IRON DAMPER AS STAIRWAYS SERVING DWELLING TO HAVE A MINIMUM OF 1 FOOT-CANDLE MEASURED ON THE
SLOPE EXTERIOR CONCRETE SLABS AT PORCHES AND PATIOS A MINIMUM OF 1/4" PER SHALL BE SAFETY GLAZING, TESTED AND LABELED IN ACCORDANCE WITH CPSC 16 CFR, OUTLINED IN METALS (DIVISION 5) TREAD RUNS. ALL EXTERIOR STAIRWAYS SERVING THE DWELLING SHALL HAVE LIGHTING
FOOT AWAY FROM THE BUILDING. TOP AND BOTTOM OF ALL CONVENTIONAL, DOUBLE STUD, AND STAGGERED STUD PART 1201 STANDARD ANY GLAZING MATERIAL ADJACENT TO A DOOR, WITHIN 24" OR CONTROLLED BY ONE OF THE FOLLOWING METHODS: CONTROLS INSIDE THE DWELLING, OR
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FRAME WALLS TO BE FIREBLOCKED, AS WELL AS MID HEIGHT OF ALL STUD WALLS LESS MUST BE FULLY TEMPERED (SAFETY) GLASS. CHIMNEYS AND FLUES (METAL AND MASONRY) SHALL EXTEND ABOVE THE ROOF THAT AUTOMATICALLY ACTIVATED WITH A MANUAL OVERRIDE OR, CONTINUOUSLY OPERATING
SLOPE GARAGE SLABS MINIMUM 1/8" PER FOOT TOWARD OVERHEAD DOORS. 9'-0" IN HEIGHT OR TALLER. THEY PENETRATE A MINIMUM OF 3'-0". CHIMNEY AND FLUE OUTLETS SHALL BE AT LEAST
FULLY TEMPERED GLASS IS REQUIRED FOR FIXED OR OPERABLE PANELS THAT MEET 2'-0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10'-0" HORIZONTALLY. GROUND FAULT CIRCUIT-INTERRUPTION PROTECTION SHALL BE PROVIDED FOR ALL 125 VOLT,
AN APPROVED VAPOR BARRIER OF 6 MIL POLYETHYLENE WITH LAPPED JOINTS OF A FIREBLOCKING REQUIRED AT ALL SOFFITS AND DROPPED CEILINGS, AND BETWEEN ALL OF THE FOLLOWING: INDIVIDUAL PANE GREATER THAN 9 SQ. FT., BOTTOM EDGE LESS SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS:
MINIMUM OF 6" SHALL BE PLACED BELOW CONCRETE FLOOR SLABS. A MINIMUM 4" STAIRWAY STRINGERS AT THE TOP AND BOTTOM OF THE RUN. THAN 18" ABOVE THE FLOOR, TOP EDGE MORE THAN 36" ABOVE FLOOR, AND WALKING 1.) KITCHENS AT COUNTER TOPS, EXCLUDING OUTLET DEDICATED TO REFRIGERATOR
THICK DRAINAGE COURSE OF 1" TO 1-1/2" CLEAN CRUSHED LIMESTONE OR RIVER SURFACE WITHIN 36" HORIZONTALLY. DIVISION 11: EQUIPMENT OR FREEZER.
GRAVEL IS REQUIRED UNDER ALL SLABS, AND UNDER BASEMENT FLOOR SLABS IT CEILINGS SUSPENDED BELOW WOOD JOISTS OR ATTACHED DIRECTLY TO WOOD 2.) ALL GARAGES EXCEPT CEILING MOUNTED RECEPTACLES FOR GARAGE DOOR
SHALL PROVIDE CONTINUOUS DRAINAGE TO A SUMP. FLOOR TRUSSES SHALL BE DRAFTSTOPPED AT 1000 SQ. FT. INTERVALS AND SLOPED GLAZING AND SKYLIGHTS SHALL CONSIST OF: LAMINATED GLASS WITH 30-MIL FOR HVAC EQUIPMENT REQUIREMENTS, REFER TO HVAC (DIVISION 15) THIS SHEET. OPENERS.
PARALLEL TO MAIN FRAMING MEMBERS. ACCESS DOORS IN DRAFTSTOPS SHALL BE POLYVINYL BUTYRAL INTERLAYER OR, APPROVED PLASTIC. FULLY TEMPERED GLASS 3.) OUTDOOR LOCATIONS, INCLUDING WATERPROOF JUNCTION BOX.
PROVIDE AIR ENTRAINMENT IN ALL SLABS EXPOSED TO POSSIBLE FREEZING, INCLUDING SELF CLOSING, AND OF APPROVED MATERIALS. MAY BE USED IF 16 SQ. FT. OR LESS IN AREA, NOT OVER 12' ABOVE THE WALKING PRIOR TO PROJECT CLOSEOUT, CONTRACTOR SHALL EDUCATE HOMEOWNER IN ALL 4.) UNFINISHED BASEMENTS AND CRAWL SPACES EXCEPT FOR LAUNDRY CIRCUIT AND
BASEMENT SLABS SURFACE, WITH GLASS THICKNESS OF 3/16" OR LESS. ASPECTS OF USE OF ANY AND ALL NEW APPLIANCES INSTALLED BY THE CONTRACTOR. SINGLE RECEPTACLE DEDICATED TO SUMP PUMPS,
5.) RECEPTACLES INTENDED TO SERVE COUNTER TOP SURFACES, AND
REINFORCING STEEL TO BE ASTM A-615, GRADE 60. DEFORMED BARS SHALL DIVISION 07: THERMAL AND MOISTURE PROTECTION PROVIDE SAFETY GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" CONTRACTOR SHALL REVIEW WITH CLIENT ALL WARRANTY INFORMATION, AND ALL RECEPTACLES INTENDED TO SERVE THE COUNTER TOP SURFACES OF A WET BAR THAT
CONFORM TO ASTM A-305. ALL REINFORCING STEEL SHALL BE IN CONFORMANCE WITH HORIZONTALLY OF THE WALKING SURFACE AND LESS THAN 60" VERTICALLY ABOVE EQUIPMENT MANUALS AS PROVIDED BY MANUFACTURER. CONTRACTOR SHALL ALSO ARE LOCATED WITHIN 6'-0" OF THE OUTSIDE EDGE OF THE WET BAR SINK.
THE LATEST EDITION OF THE ACI MANUAL OF STANDARD PRACTICE FOR REINFORCED ALL ROOFING UNDERLAYMENT TO BE A MINIMUM OF TYPE 1 PER ASTM D226-97A. THE PLANE OF THE WALKING SURFACE. LEAVE ALL MANUALS, WARRANTIES, AND ADDITIONAL EQUIPMENT DOCUMENTATION WITH 6.) BATHROOMS
CONCRETE STRUCTURES. LAP BARS AT LEAST 24 BAR DIAMETERS (18" MINIMUM). ( NO. 15 ASPHALT FELT.) REQUIRED UNDER ALL ASPHALT ROOF SHINGLES. CLIENT UPON PROJECT CLOSE.
PROVIDE SAFETY GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE KITCHEN AND DINING AREA COUNTER TOP RECEPTACLES SHALL BE SUPPLIED BY AT LEAST 2
PROVIDE CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS: FOOTINGS - 3", PROVIDE ICE and WATER SHIELD (W.R. GRACE OR EQUAL) UNDER ALL ROOF PITCHES BOTTOM TREAD IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS DIFFERENT CIRCUITS. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE
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WALLS - 1-1/2", SLABS - 3/4", AND PIERS - 2". WELDED WIRE FABRIC SHALL CONFORM TO THAT WILL RECEIVE ASPHALT ROOFING. THAN 60" ABOVE THE TREAD NOSING. DIVISION 12: FURNISHINGS COUNTER TOP IS MORE THAN 2'-0" FROM A RECEPTACLE. ALL COUNTER TOP AREAS 1'-0" WIDE
ASTM A-185, PLAIN FINISH. PROVIDE FIBER MESH ADDITIVE IN ALL SLABS. OR GREATER SEPARATED BY SINKS, RANGES, OR REFRIGERATORS SHALL BE PROVIDED WITH
ASPHALT SHINGLES SHALL NOT BE USED ON ROOFS WITH SLOPES LESS THAN 2:12 REFER TO SECTION 09 FINISHES FOR PAINTING OF BATHROOM WINDOWS. FURNISHINGS ARE NOT PROVIDED FOR IN THIS CONTRACT. RECEPTACLES. RECEPTACLES INSTALLED FACE-UP IN COUNTER WORK SURFACES ARE
PROVIDE (2) #5 BARS AROUND PERIMETER OF OPENINGS IN FOUNDATION WALLS. PROHIBITED. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED TO SERVE EACH ISLAND OR
Gazebo for:
EXTEND MINIMUM 24" BEYOND CORNERS. PROVIDE MINIMUM 2 LAYERS OF 15# ROOF FELT UNDER ALL METAL AND ASPHALT PENINSULA COUNTER SPACE THAT IS 2'-0" X 1'-0" OR GREATER.
SHINGLE ROOFS WITH 4:12 PITCH OR LESS. DIVISION 09: FINISHES DIVISION 13: SPECIAL CONSTRUCTION
PROVIDE RECEPTACLES IN BATHROOMS AS FOLLOWS: AT LEAST ONE WALL MOUNTED
DIVISION 04: MASONRY CORROSION-RESISTANT FLASHING IS REQUIRED AT ALL WALL AND ROOF INTERIOR FINISH MATERIALS SHALL NOT HAVE A FLAME SPREAD RATING EXCEEDING NO SPECIAL CONSTRUCTION IS KNOWN TO OCCUR IN THIS PROJECT. RECEPTACLE INSTALLED ADJACENT TO EACH BASIN AND SUPPLIED BY AT LEAST ONE 20
INTERSECTIONS, CHANGES IN ROOF SLOPE OR DIRECTION, AROUND ALL ROOF 200, OR A SMOKE DEVELOPMENT INDEX EXCEEDING 450. AMPERE
CONTRACTOR TO TAKE DUE CARE IN INSTALLATION OF BRICK AND OTHER MASONRY OPENINGS, INTERSECTIONS WITH CHIMNEYS, INTERSECTION OF EXTERIOR WALLS AND
COMPONENTS WITH REGARD TO WEATHER PROTECTION, MORTAR TYPE FOR WEATHER PORCHES AND DECKS, ETC. DRYWALL INSTALLATION SHALL BE IN ACCORDANCE WITH THE SPECIFIED BUILDING CODE. DIVISION 14: CONVEYING SYSTEMS PROVIDE AT LEAST 1 RECEPTACLE IN BASEMENT AND GARAGE IN ADDITION TO THE LAUNDRY
and TEMPERATURE CONDITIONS, ETC. FIRE RATED TYPES SHALL BE INSTALLED ACCORDING TO TEST ASSEMBLIES AS OUTLINED RECEPTACLE. INSTALL OUTDOOR RECEPTACLES, WEATHER-PROOF TYPE, AT ALL ENTRY
GUTTERS ARE REQUIRED ON ALL OVERHANGS PROJECTING LESS THAN 3'-0", AND BY INDIVIDUAL TESTING AGENCY, AND/OR A SPECIFIED WITHIN THE DETAILS OF THESE NO CONVEYING SYSTEMS WILL BE INSTALLED IN THIS PROJECT. DOORS ACCESSIBLE TO GRADE LEVEL, AND NOT MORE THAN 6'-0" ABOVE GRADE LEVEL.
AT BRICK VENEER TO FRAME WALLS PROVIDE 22 GAGE GAVANIZED METAL MASONRY DOWNSPOUTS ARE REQUIRED ON ALL ROOF AREAS, UNLESS NOTED OTHERWISE. DRAWINGS. ALL DRYWALL TO BE SCREW ATTACHED.
WALL TIES AT 16" o.c. VERTICAL, AND 24" o.c. HORIZONTAL.. PROVIDE MINIMUM 1" AIR REQUIRED RECEPTACLE OUTLETS LOCATED IN FLOORS SHALL BE WITHIN 18" OF A WALL OR
SPACE DOWNSPOUT DISCHARGE SHALL BE DIRECTED AWAY FROM THE FOUNDATION. SUMP APPROVED WATER RESISTANT GYPSUM BACKER BOARD IS REQUIRED IN ALL DIVISION 15: MECHANICAL AND PLUMBING SYSTEMS FIXED ROOM DIVIDER AND SHALL BE INSTALLED IN BOXES LISTED FOR THE PURPOSE.
PUMP DISCHARGE AND ROOF DRAINAGE SHALL BE PIPED TO A STORM DRAIN OR BATHROOMS, AND ANY WALLS CONTAINING PLUMBING SUPPLY OR DRAIN LINES.
AT BRICK VENEER TO CONCRETE WALLS WHERE BRICK COURSES WILL EXCEED 2 IN TO APPROVED WATER COURSE. DISCHARGING TO OR WITHIN 10 FEET OF A SIDEWALK, AT WOOD WINDOWS LOCATED IN SHOWER STALLS, AND BATHROOMS WITHOUT EXHAUSTS, HVAC: LIGHTING IN CLOTHES CLOSETS: THE USE OF INCANDESCENT FIXTURES WITH OPEN OR ONLY
HEIGHT, PROVIDE DOVETAIL ANCHOR JOINTS AT 24" o.c. HORIZONTAL. DOVETAIL TIES DRIVEWAY, STREET, OR IN A MANNER THAT WILL CREATE A NUISANCE TO ADJOINING PROVIDE 2 COATS OF OIL BASED PRIMER, CAULK, AND THEN PROVIDE 2 COATS FINISH EACH GAS APPLIANCE SHALL HAVE A GAS SHUTOFF VALVE AND GROUND JOINT UNION. PARTIALLY ENCLOSED LAMPS AND THE USE OF PENDANT FIXTURES ARE PROHIBITED, FIXTURES
SHALL BE PROVIDED AT 16" VERTICALLY, AND 24" o.c. HORIZONTALLY. PROPERTIES IS PROHIBITED. PAINT AT FACE OF WINDOW INSIDE SHOWER OR BATHROOM. A SEDIMENT TRAP IS REQUIRED AT EACH APPLIANCE OR GROUP OF APPLIANCES. GAS MAY BE LOCATED ONLY WHERE THERE ARE THE FOLLOWING MINIMUM CLEARANCES TO THE
PIPING SHALL BE IDENTIFIED AT INTERVALS OF NO MORE THAN 25 FEET IN CONCEALED NEAREST POINT OF STORAGE SPACE: SURFACE MOUNTED INCANDESCENT FIXTURES - 12"
PROVIDE METAL OR POLY RESIN FLASHING AT THE BASE OF THE WALL IN A MANNER TO PROVIDE A DRAIN TILE SYSTEM AROUND THE PERIMETER OF THE OUTSIDE OF THE SHOWERS AND BATHTUB/SHOWER ENCLOSURES SHALL HAVE WALLS CONSTRUCTED OF LOCATIONS, AND NOT MORE THAN 50 FEET IN EXPOSED LOCATIONS. MINIMUM, AND SURFACE MOUNTED FLUORESCENT FIXTURES AND RECESSED FIXTURES - 6"
DIRECT WATER OUT AND AWAY FROM FRAME MEMBERS. FOUNDATION OR INSIDE THE FOUNDATION. AN APPROVED FILTER MEMBRANE SHALL SMOOTH, NON-CORROSIVE, NONABSORBENT, AND WATERPROOF MATERIALS TO A MINIMUM.
BE PLACED AROUND THE DRAIN TILE. THE TILE SHALL BE PLACED ON A MINIMUM OF HEIGHT OF NOT LESS THAN 6'-0" ABOVE THE ROOM FLOOR LEVEL. SHOWER FLOOR FUEL BURNING APPLIANCES (FURNACES AND WATER HEATERS) INSTALLED IN A PRIVATE
PROVIDE MINIMUM 3/16" WEEP HOLES AT THE BASE OF THE MASONRY VENEER AT 2" OF GRAVEL AND HAVE A MINIMUM OF 6" OF GRAVEL COVER. DRAIN DISCHARGE SURFACES TO BE SMOOTH, NONCORROSIVE, NONABSORBENT, AND WATERPROOF GARAGE SHALL HAVE A CLEARANCE OF 18" MINIMUM (OR HIGHER WHERE REQUIRED BY HANGING FIXTURES, TRACK LIGHTING AND CEILING FANS SHALL NOT BE INSTALLED WITHIN 3'-0"
MAXIMUM 32" o.c. SHALL BE BY GRAVITY TO A FLOOR SUMP. PROVIDE MINIMUM SUMP OF 15" IN MATERIALS. THE MANUFACTURER) BETWEEN THE GARAGE FLOOR LEVEL AND THE COMBUSTION HORIZONTALLY OF A BATHTUB, MEASURED FROM THE OUTSIDE EDGE OF THE TUB AND 8'-0"
DIAMETER X 18" DEEP WITH A FITTED COVER. SUMP DRAIN DISCHARGE SHALL BE BY CHAMBER, AND BE PROTECTED FROM DAMAGE BY PIPE BOLLARDS OR OTHER VERTICALLY FROM THE TOP OF THE TUB RIM. RECEPTACLES SHALL NOT BE INSTALLED WITHIN A DATE: 01.21.2021
GROUT ALL MASONRY BELOW GRADE SOLID, PROVIDE FLASHING AT WALL ABOVE GRAVITY TO DAYLIGHT OR A SUMP PUMP SHALL BE PROVIDED. A SUMP PUMP FIRE RATED CONSTRUCTION FOR ATTACHED GARAGE: PROVIDE 1 LAYER 1/2" THICK APPROVED METHODS. SUSPENDED FUEL BURNING APPLIANCES LOCATED IN PRIVATE BATHTUB OR SHOWER SPACE.
GROUT. SHALL BE PROVIDED IF THE BASEMENT IS FINISHED OR PARTIALLY FINISHED, OR IF GYPSUM BOARD ON THE GARAGE SIDE OF SEPARATING WALL UP TO THE GARAGES SHALL BE INSTALLED WITH A MINIMUM OF 6'-0" CLEARANCE ABOVE THE FLOOR DRAWN BY: JML
GROUND WATER IS PRESENT. UNDERSIDE OF THE ROOF SHEATHING, OR UP TO THE GYPSUM BOARD GARAGE ALL RECEPTACLES PROVIDED IN BEDROOMS SHALL BE ARC-FAULT INTERRUPT.
CEILING. KITCHEN RANGE WITH HOOD: A 100 CFM FAN, (INTERMITTENT USE) OR A FAN CHECKED BY: JKD
DIVISION 05: METALS CONTINUOUSLY EXHAUSTING 25 CFM SHALL BE INSTALLED. KITCHEN RANGE WITHOUT HOOD: ALL RECEPTACLES LOCATED IN FIREWALLS SHALL BE MINIMUM 2'-0" AWAY FROM ANY
NATURAL VENTILATION SHALL BE SUPPLIED THROUGH OPENABLE WINDOWS, WITH A ADJACENT JUNCTION BOX FOR OUTLETS, SWITCHES, OR LIGHTS. PROVIDE EXPANDING PUTTY REVISED:
ALL STRUCTURAL STEEL SHALL CONFORM WITH THE LATEST EDITION OF THE AISC MINIMUM VENT AREA OF 4 % OF THE FLOOR AREA BEING SERVED. ANY RANGE HOOD WRAP AS MFR'D BY 3M OR EQUAL.
SPECIFICATIONS: SHALL BE ASTM STANDARD A-36, TUBES SHALL BE 46 KSI YIELD: HIGH EXHAUST FAN THAT EXCEEDS 400 CFM MUST PROVIDE AUTOMATIC, INTERCONNECTED, R1 00.00.00
STRENGTH NUTS, BOLTS, AND WASHERS SHALL CONFORM TO ASTM A-325: ANCHOR TEMPERED MAKE UP AIR. INLINE HEATER MUST BE ABLE TO TAKE 2 DEGREE AIR AND IF THE UNDERGROUND METAL WATER PIPE IS USED AS THE GROUNDING ELECTRODE, THE
BOLTS SHALL CONFORM TO ASTM A-307. HEAT IT TO 52 DEGREES. THE MAKE UP AIR MUST THEN BE DISCHARGED INTO RETURN AIR CONNECTION MUST BE MADE TO THE PIPE WITHIN 5'-0" OF THE POINT OF ENTRANCE TO THE R2 00.00.00
TRUNK LINE AS FAR AWAY FROM THE HEAT EXCHANGER AS POSSIBLE. BUILDING. A SUPPLEMENTAL GROUNDING ELECTRODE SHALL BE PROVIDED AS SPECIFIED IN R3 00.00.00
WELDING ELECTRODES SHALL CONFORM TO AWS E-70. ALL WELDS SHALL CONFORM TO NEC SECTIONS 250-81 OR 250-83.
AWS D1.1 REQUIREMENTS. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE
AWS AND AISC SPECIFICATIONS, AND SHALL BE DONE BY CERTIFIED WELDERS.
ALL STEEL CLEANED IN ACCORDANCE WITH SSPC-SP3 AND PRIMED WITH TNEMEC
A3
COATINGS 1009 OR EQUAL, NOT LESS THAN 2-MIL DRY THICKNESS.
Jeff Day & Associates, LLC
Missouri State
This drawing and the details on it are the sole property of the Architect and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Architect. Copyright 2020 Jeff Day & Associates, LLC JDALLC20174 Certificate of Authority
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