HomeMy WebLinkAboutBuilding PlansGENERAL NOTES:
CONCRETE MASONRY NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY.
EDITION)', LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER 1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS.
NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR (1) #5 VERT. BARS
3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER
COURSE (16" O.C.) x t3" THICK CONCRETE FLOOR SLAB CAP
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. : TO ALIGN WITH EXISTING HOUSE, 3,000
5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCH 7 P.S.I. MIN. WITH TROWEL SMOOTH
1. RISK CATEGORY: II FULL HEIGHT OF THE COLUMNS. FINISH REINFORCED WITH 6" X 6" -
E REFERENCE: 2020 FLORIDA BUILDING CODE-R 7TH EDITION & ASCE 7-16 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION OR (2) #5 EDGCONE
O HO E BARS W1A/W1.V W.W. MESH OR FIBER MESH
2. COD R ( ) AT EDGE OF OVERPOUR W/ 6 MIL VAPOR BARRIER
_2020 EXISTING FLORIDA BUILDING CODE (7TH EDITION) - LEVEL 3 ALTERATION CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASO IRY
STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING
0- 3. BUILDING DESIGN: ENCLOSED 4
> SSIVE STRENGTH OF 2,000 PSI ON THE NET A 4. MEAN ROOF HEIGHT: <=15.0 TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPREEA. X X
5. ROOF PITCH: <=6/12 DEGREES (V.I.F.) 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON
6. GCpi: t 0.18 ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING
ci 7. WIDTH OF END ZONE: A = 4.0' AT 16" O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 2 "WIDE &
8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSU E THAT
Lt1 124 MPH (Vasd) 3-SECOND GUST -USED FOR ANALYSIS* CELLS TO BE GROUTED LINEUP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. EAR
LU 9. WIND EXPOSURE: C DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CEL S AT
10, ADJUSTMENT FACTOR: 1.21 END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE EXISTING CONCRETE QUIKRETE" OR EQUAL
11. SUPERIMPOSED LOADS: REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS FouNDAnoN AND SLAB TO BONDING AGENT
FLOOR (DEAD) 20 PSF PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING T�l INSURE REMAIN V.I.F.
FLOOR (LIVE) 40 PSF PLACEMENT IS IN CENTER OF WALL.
ROOF (TOP CHORD DEAD) 15 PSF 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BR ON
ROOF (TOP CHORD LIVE) 20 PSF THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK OVER POUR SLAB DETAIL
ROOF (BOT. CHORD DEAD) 5 PSF 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOISTSCALE: V = V-0"
WALL 55 PSF (REINF. CMU) / 18 PSF (WOOD FRAMED) BEARING.
12. SHEAR WALLS WERE CONSIDERED 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED).
13, A CONTINUOUS LOAD PATH WAS PROVIDED 8.2. H-BLOCK TIE BEAM STEEL TO STOP S" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN.
14. COMPONENT & CLADDING DETAILED LAP.
15. MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY,
10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR.
11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS #4 X 12" BAR DOWEL &
CONCRETE NOTES: NOTED OTHERWISE. EPDXY 6" INTO EXISTING
12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON FOOTING/SLAB & @ 24" O.C. t3"THICK CONCRETE FLOOR SLAB CAP
N 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL XP22" WITH THREADED ROD. To ALIGN WITH TROEXISWEL MOOT 3,000
P.S.I. MIN. WITH TROWEL SMOOTH
CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 12.1. ALL THREADED ROD HOLES TO BE1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF FINISH REINFORCED WITH s" X s^ -
EXISTING CONCRETE
� 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM INSTALLATION. FOUNDATION AND SLAB TO w1.4/W1.4 W.W. MESH OR FIBER MESH
LO COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE.
.REMAIN V.I.F. W/ 6 MIL VAPOR BARRIER
3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. TIMBER NOTES:
6i 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER
Q ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. X X7-
1. EXTERIOR FRAME WALL SHEATHING TO BE A MIN. OF 1/2" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 2, /0 OR
5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMOM. NAIL - - 1 ~1 --.I
A-185 TO STUDS USING 8d NAILS @ 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD (U.N.0). DECREASE SPACING PEoR PLAN. --1 (-
5.1. PROVIDE CHAIRS AND BOLSTERS AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND -
5.1.1, BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS)
REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.
5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. 2. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN .I_I_ "QUIKRETE" OR EQUAL
6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. PERPENDICULAR TO FLOOR FRAMING GLUED &NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" __ O.C. IN HE' __- BONDING AGENT
EACH WAY FIELD. I I1
7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: -TIT3. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, -�
7.1. CAST AGAINST EARTH: 3" HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER
7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
7.3. FORMED SURFACES: 1" 4. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED b S
8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SEPARATING MATERIAL. Z OVER POUR SLAB DETAIL
SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE 5. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON S-1 SCALE: 1" = T-0"
APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS,
SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE,
10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH t.AP. PROVIDE
CORNER BARS. EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC):
11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND
AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS
THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET THE WIND
CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON) PRESSURES SHOWN.
2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER.
12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT
PERMITTED FOR SLABS.
3 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR. SLABS
SHALL CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL
HAVE A MAX. WIC RATIO OF 0.04 AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS.
r 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED.
14. ALL CONCRETE THAT -IS ALTERED (WATER, ADDITIVES, ETC) SHAD_ BE TESTED TO ENSURE STRENGTH REQUIREMENTS
�i
ARE MET.
15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS.
16. SOILS SHALL BE TREATED.
FOUNDATION NOTES:
1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR).
2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,000 PSF.
9 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
1F
WINDOW AND DOOR NOTES:
1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN
PRESSURES AS PRESCRIBED IN THESE PLANS:
2 ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301 OF THE 2020 FBC
WALL ZONE
PRESSURE
PRFSSLIRF
END
39 PSF
31 PSF
INTERIOR
33 PSF
EXIST. WALL NEW WALL
#5 x 20" BAR DOWEL & AT NEW CMU LOCATIONS. VERIFY
EPDXY 10". INTO EXIST. CMU OR INSTALL #5 VERT. BAR DOWEL -
W/ ACI HOOK @ 24" D.C. MIN & EPDXY 6" INTO FOOTING & INTO
(4) FOR AN 8'4" WALL TIE -BEAM.
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s MASONRY TIE-IN DETAII (81, CMU)
S 1 SCALE: 1"= 1'-0" '
(1) 2 X 4 #2 SYP. TOP
PLATE ATTACHED TO
EA. TRUSS USING 16d
NAILS -
NON -LOAD BEARING
FRAMED WALL
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2 X4 FIRE BLOCKING
2 X 4 WOOD STUD WALL
@ 16" O.C.
(1) P.T. 2 X 4 SYP.
BOTTOM PLATE W/8d
CASE HARDENED NAILS
@ 18- O.C.
CONCRETE SLAB/FLOOR
FRAMING
1/2" GYP. BD.
DRYWALL @
CEILING
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DRYWALL EA.
SIDE OF WALL
4 INTERIOR NON -LOAD BEARING WALL
8_1 SCALE: 3/4" = V-0"
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RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR
DOORS THEY ARE COVERING.
3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 1X OR 2X PRESSURE TREATED BUCKS, AND AS PER
MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED.
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ELECTRICAL LAYOUTS ARE SUGGESTICNS ONLY.
ALL ELECTRICAL TO BE PER 2020 FBC & 2020 NEC &
PERFORMED BY A STATE REGISTERED ELECTRICAL
CONTRACTOR.
ELECTRICAL SERVICE TO BE UNDERGROUND SUPPLY.
EXISTING ELECTRICAL TO REMAIN UNLESS NOTED.
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NEW WALL (CMU) SCALE. 114" = T-0" - PROJ. NO. 21-1310
VOLUME (CUBIC FEET) Fl
DATE 04/29/2021 o'py
NOTE: ALL DIMENSIONS A/C BUILDING VOLUME 1236 SHEET NO.
TO BE VERIFIED IN FIELD -
ARCHITECTURAL FLOOR PLAN S-1
SCALE: 1/4" = T-0"
SHEET OF 2
NOTE: ■ PROVIDE VERTICAL #5 BAR
AT ALL CORNERS, EA. SIDE OF WINDOWS
& DOORS & @ 4' O.C. MAX.
SQUAREFOOTAGE
A/C
NEW BEDROOM
154
TOTAL -PROPOSED
154
(2) 3/8" THICK BEADS OF POLYURETHANE
2X P.T. BUCK
SEALANT BEHIND BUCKS (BY BUCK
. .INSTALLER).
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW CONTINUOUS BEAD OF WATER
INSTALLER) ° RESISTANT SEALANT AT MASONRY/BUCK
--'i` JOINT AT INTERIOR/EXTERIOR AND`
EXISTING ROOF AND _ - SOLID INFILL OF STUCCO CORNER JOINTS (BY BUCK INSTALLER)
TRUSSES TO REMAIN
n- CMU WATER RESISTANT COATING
po ON MASONRY OPENING JAMBS (BY
..I CONTRACTOR)
LO • ° -. POLYURETHANE SEALANT
ALL GYPSUM BOARD TO CONFORM EXISTING 8" X 18".BEAM, V.I.F.
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M TO ASTM C5C22C28C35C59, C61
(BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT
C587, C631, C847, C933, C1032 AND EXISTING 2 X 4 AIR/WATER DAM @ SHIM GAP (BY
LLl C1047 AND SHALL BE INSTALLED IN )
� DOUBLE TOP PLATE CONTRACTOR
COMPLIANCE WITH ASTM C843/44 CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
•. i INSTALLER)
EXISTING (2) 2 X 12
Z #5 VERTICAL BAR DOWEL & 1 C . CONTINUOUS BEAD OF WATER
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O x FOUNDATION 6" MIN. EMBED I - SOLID INFILL OF STUCCO '. a ° JOINT AT INTERIORIEXTERIOR AND (EA. SIDE OF OPENING) "- CORNER JOINTS (BY BUCK INSTALLER)
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NEW 2 X 4 #2 SYP TOP & S DE 2X P.T. BUCK
DOUBLE BOND BEAM WI (2) PLATES ATTACHED TO EXIST. W/ 1/4" I J•
I4 COURSES H-BLOCK WITH (1) #5 X 3" EMBED LAG BOLTS (TAPCONS @.. ( )
2 3/8" THICK BEADS OF POLYURETHANE
iv BARS CONT. EACH COURSE THE BOTTOM PLATE) @ 24" O.C.. NEW 2 X 4 PT #2 SYP - SEALANT BEHIND BUCKS (BY BUCK
INSTALLER).
STUDS @ 16' O.C.
.. 1
. i. NOTES:
' (1) #5 VERT. BAR x"a .r : WATER RESISITANT SEALANT AT MASONRY& WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING &JOINT
-3/4' PT FURRING STRIPS @ 24' O.C.. COMPOUND" OR EQUAL
(TYP.) W/ RE MIN. INSULATION 1/2" I EXISTING WOOD STUD - . POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL
N STUCCO FINISH - DRYWALL (TYP.) I WALL . INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX
p - r I BY TREMCO OR EQUAL
N 1/2" GYP. BD. DRYWALL '
co EXETRIOR STUCCO INSTALLED
� IN COMPLIANCE WITH ASTM C
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n. .' SLABCAP TO ALIGN WITH I CONTINUOUS BEAD OF POLYURETHANE
g •" EXISTING HOUSE, 3,000 P.S.I. I : SEALANT (INSTALLED BY WINDOW CONTINUOUS BEAD OF WATER
MIN. WITH TROWEL SMOOTH i INSTALLER)
#5 VERTICAL BAR DOWEL N FINISH REINFORCED WITH 6" X 8" RESISTANT SEALANT AT MASONRYlBUCK
I JOINT AT INTERIOR/EXTERIOR AND
EPDXY INTO EXIST - W1.4/W1.4 W.W. MESH FIBER I EXISTING BLAB/ SOLID INFILL OF STUCCO CORNER JOINTS (BY BUCK INSTALLER)
FOUNDATION 6" MIN, EMBED MESH W/ 6 MIL VAPOR BARRIER ' i FOUNDATION, V.I.F. -
(EA. SIDE OF OPENING) --- - - -
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CMU WATER RESISTANT COATING
`n - ON MASONRY OPENING JAMBS (BY
6" TERMITE INSPECTION STRIP EXISTING SLAB/ : POLYURETHANE SEALANT CONTRACTOR)
REQUIRED .FOUNDATION,. V.I.F. _ - W (BY CONTRACTOR)
1 WALL SECTION IN -FILL PORCH WALLS SIN -FILL DETAIL @ EXISTING SLIDING DOOR j) CONTINUOUS BEADM@SHISEAP(BY
AIR/WATER DAM @.SHIM GAP (BY
S-2 SCALE: 3/4" = 1'-0" SCALE 3/4" = V-0" - CONTRACTOR
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(BY CONTRACTOR)
FINISH FLOOR
EXTERIOR SILL NOSING
FINISH MATERIAL, PITCH
SILL AWAY FROM DOOR SLAB RECESS
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NOTES:
' - . WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE'TYVEK FLUID APPLIED FLASHING & JOINT
COMPOUND" OR EQUAL
. POLYURETHANE SEALANT UNDER 13UCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL
. .INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX
BY TREMCO OR EQUAL
CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND
RESULTING BEAM HEIGHTS
a _ ° A14 d a . ALL EXTERIOR DOORS MUST BE SET IN A RECESS.
TIEyBEAM OR DOUBLE BOND BEAM n .a . VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING
°< SLAB
'R WATERPROOFING DETAIL
^ MAXM M
MAX'
AX. a 9
$ ° SCALE: 1 = V-0„ _
SILL REINFORCING SCHEDULE
OPENING WIDTH
SILL DEPTH
REINFORCING STEEL
WIDTH TO LESS
S„
(1)#5
THAN 7'
WIDTHS T TO
S"
(2) #3 SIDE BY SIDE
LESS THAN 10'
WIDTHS 10' T O
12'
(4) #3 SIDE BY SIDE
LSS THAN
E
P.T. BUCK AS REQ. BY -
.:.— MANUFACTURER
.... -......... .._
CMU W/ 9GA. LADDER f
BLOCKING @ EVERY OTHER
COURSE CMU
L....
........ _.......... ._:........ .._.._:._
- -- ..... .. ::_
10-ACI HOOKS @ EACH BAR 1
SECURE UNDERNEATH
BOTTOM CONT. STEEL
SLAG FOUNDATION • SEE
DETAILS '
MASONRY WINDOW BUCK ATTACHMENT
TYPICAL CMU (BLOCK) OPENING REINFORCEMENT
S-2 SCALE: 3/4" = V-0"
SCALE: 3/4' = V-0"
'NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED
(AS NOTED IN THESE PLANS).
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PROJ. NO. 21-1310
DATE 04/29/2021
SHEET NO.
S-2
SHEET / OF