HomeMy WebLinkAboutBUILDING PLANSGENERAL 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 EDITION), LATEST
EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS
THAT GOVERN THIS BODY OF WORK.
3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA
REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY
NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS
ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS.
4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
a DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
It 1. RISK CATEGORY: II
77 2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE-R (7TH EDITION) & ASCE 7-16
N 2020 EXISTING FLORIDA BUILDING CODE (7TH EDITION) - LEVEL 3 ALTERATION
N 3. BUILDING DESIGN: ENCLOSED
4. MEAN ROOF HEIGHT: 23.3'
LLI 5. ROOF PITCH: 6/12 DEGREES
6. GCpi: t 0.18
7. WIDTH OF END ZONE: A = 5.6'
8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST *USED FOR ANALYSIS*
9. WIND EXPOSURE: C
10. ADJUSTMENT FACTOR: 1.35
11. SUPERIMPOSED LOADS:
FLOOR (DEAD) 20 PSF
FLOOR (LIVE) 40 PSF
ROOF (TOP CHORD DEAD) 15 PSF
ROOF (TOP CHORD LIVE) 20-PSF
ROOF (BOT. CHORD DEAD) 5 PSF
WALL 55 PSF (REINF. CMU) / 18 PSF (WOOD FRAMED)
12. SHEAR WALLS WERE CONSIDERED
13. A CONTINUOUS LOAD PATH WAS PROVIDED
14. COMPONENT & CLADDING DETAILED
0 15. MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE
N
CONCRETE NOTES:
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1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR
H BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
Q 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN
28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE.
3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR. MINUS ONE INCH.
4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT
PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185
5.1. PROVIDE CHAIRS AND BOLSTERS
5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS)
5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE.
6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY
7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:
7.1. CAST AGAINST EARTH: 3"
7.2. EXPOSED TO EXTERIOR ELEMENTS: 1"
7.3. FORMED SURFACES: 1"
8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.
ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION OF THOSE AREAS INVOLVED.
9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDOF"D 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 LAP. PROVIDE CORNER BARS.
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 CONCRETE WHICH SOMETIMES RESULTS IN
CRACKS (WHICH IS NOT UNCOMMON)
12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NvOT PERMITTED FOR SLABS.
13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR S!_ABS SHALL CONTAIN
W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04
AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS.
13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED.
14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQ! iIR:_MENTS 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.
3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
WINDOW AND DOOR NOTES:
1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED ANP 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 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.
CONCRETE MASONRY NOTES:
1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY.
1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS.
2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR
3 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.)
-p 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS.
Q 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF
0 THE COLUMNS.
U) 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY
' STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY
UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM
N
COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA.
U, 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT
CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE
p) ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL
1 BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR
AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR
= DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE
O REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS
CDREINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL.
1 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE
Q OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK.
8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING.
-� 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED).
8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM :32" MIN. LAP.
9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY.
m 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR.
m 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE.
12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH
THREADED ROD.
CD
12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION.
C
TIMBER NOTES:
1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF
r- TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND
0 DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING
0 CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDA
BUILDING CODE, 6TH EDITION.
01.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE
STORED IN ACCORDANCE WITH TPI-95.
1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO
PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS
J WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS.
1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP.
1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6'
O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM
CHORD BETWEEN TWO TRUSSES FOR ACCESS.
1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C
EQUIPMENT, ETC.)
1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBG R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP.
SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS T APART LOCATED ANYWHIERE ON THE TOP CHORD.
1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOVVN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER
MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS.
1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR
BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE.
2. ROOF SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO
ROOF FRAMING WITH 8d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD (U.N.O.). PROVIDE 2" X 4" BLOCKING AT HIPS
AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING.
3. EXTERIOR FRAME WALL SHEATHING TO BE A MIN. OF 1/2" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS
OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 8d NAILS @ 4"
O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD (U.N.0). DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END
OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING
MEMBERS..
4. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR
FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD.
5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: SOUTHERN
YELLOW PINE #2 OR BETTER
BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL.
7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE
NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
WIND LOAD DESIGN CRITERIA:
1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS.
2. SEE ROOF PLAN FOR ZONE LOCATIONS.
3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC.
4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF.
FOR 6:12 AND LESS ROOF PITCH
ZONE
AREA
---PRESS[ IRE
OVERHANG
1
10
53
_PRESSURE
28
N.A.
1
20
47
24
N.A.
1
50
39
19
N.A.
1
100
34
15
N.A.
2E
10
67
28
91
2E
20
51
24
76
2E
50
31
19
56
2E
100
31
15
56
2R
10
83
28
N.A.
2R
20
69
24
N.A.
2R
50
51
19
N.A.
2R
100
37
15
N.A.
3
10
94
28
119
3
20
69
24
94
3
50
37
19
62
3
100
37
15
62
EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC):
1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET
THE WIND PRESSURES SHOWN.
2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER.
WALL ZONENEGATIVE
POSITIVE
END
-PRESSURE
39 PSF
____PJRE5.SURE
32 PSF
INTERIOR
35 PSF
32 PSF
I
ROOFING NOTES:
1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE
DESIGN CRITERIA IN THESE PLANS.
2. ASPHALT SHINGLES SHALL CONFORM TO ASTM D-3161 CLASS "F", ASTM D-7158 CLASS "H" OR TAS 107.
OVER ENCLOSED AREAS
ROOF ZONE
ROOF SLOPE 6:12 OR LESS
ROOF SLOPE: 7:12 OR MORE
2E
93 PSF
N.A.
2R
110 PSF
N.A.
3
114 PSF
N.A. M
SOFFITS:
ZONE DESIGN PRESSURE
2 +32 / -35 PSF
3 +32 / -39 PSF
ROOF ZONES
SCALE: N.T.S.
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TRUSS BEARING -�
DOUBLE BOND BEAM OVER
PORCH OPENING
10" ACI HOOKS @ EACH BAR
16" X 8" OR 8" X 8" CMU BLOCK
�COLUMN AT PORCH
#5 BARS IN FILLED COLUMN (SEE
PLAN FOR SPACING) --`-
(1) #5 VERT. DOWN ROD
�- (REF. PLAN)
10" ACI HOOKS @ EACH BAR
SECURE UNDERNEATH BOTTOM
CO,NT. STEEL
6" CONCRETE SLAB W/6X6 -
W1A/W1.4 WWM OR FIBERMESH
ON 6 MIL. VAPOR BARRIER ON
WELL COMPACTED, TREATED FILL
\R FOUNDATION PER FOUNDATION
PLAN
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3 PORCH BEAM TIE-IN DETAIL
S_1 SCALE: 3/4" V-0"
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TIE -BEAM OR DOUBLE
BOND BEAM
10" ACI HOOKS @ EACH BAR
#5 VERTICAL BAR IN
FULLY GROUTED CELL
(EA. SIDE OF OPENING)
2X P.T. BUCK
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
POLYURETHANE SEALANT
(3Y CONTRACTOR)
CONTINUOUS BEAD 0.` POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
2X P.T. BUCK
(2) 3/8" THICK BEADS OF POLYURETHANE
SEALANT BEHIND BUCKS (BY BUCK
INSTALLER)
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
CONTINUOUS BEAD OF SEALANT
AIR/WATER DAM @ SHIM GAP (BY
CONTRACTOR)
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
(2) 3/8" THICK BEADS OF POLYURETHANE
SEALANT BEHIND BUCKS (BY BUCK
INSTALLER)
NOTES:
• WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT
COMPOUND" OR EQUAL
• POLYURETHANE SEALANT UNDER BUCKS & 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
WINDOW WATERPROOFING DETAIL
SCALE: 1" = V-0"
2X P.T. BUCK
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
POLYURETHANE SEALANT
(BY CONTRACTOR)
POLYURETHANE SEALANT
(BY CONTRACTOR)
EXTERIOR SILL NOSING
FINISH MATERIAL, PITCH
SILL A' SAY FROM DOOR
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
(2) 3/8" THICK BEADS OF POLYURETHANE
SEALANT BEHIND BUCKS (BY BUCK
INSTALLER)'
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
CONTINUOUS BEAD OF SEALANT
AIRIWATER DAM @ SHIM GAP (BY
CONTRACTOR)
FINISH FLOOR
SLAB RECESS
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
NOTES:
• WATER F-, ASITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT
COMPOUND" OR EQUAL
• POLYURE : 'ANE SEALANT UNDER BUCKS & 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
• ALL EXTERIOR DOORS MUST BE SET IN A RECESS.
• VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING
SLAB
DUUR WATERPROOFING DETAIL
SCALE: 1" = V-0"
SILL REINFORCING SCHEDULE
OPENING WIDTH
SILL DEPTH
REINFORCING STEEL_
WIDTH TO LESS
THAN 7'
8"
(1) #5
WIDTHS 7' TO
LESS THAN 10'
8"
(2) #3 SIDE BY SIDE
WIDTHS 10' TO
LESS THAN 15'
12"
(4) #3 SIDE BY SIDE
CMU W/ 9GA. LADDER
BLOCKING @ EVERY OTHER
COURSE
10" ACI HOOKS @ EACH BAR
SECURE UNDERNEATH
BOTTOM CONT. STEEL
SLAB/FOUNDATION -SEE
DETAILS
TYPICAL CMU (BLO(K) OPENING REINFORCEMENT
SCALE: 3/4" = V-0"
TIE-BEAM.OR DOUBLE BOND "BEAM
4" 12" O.C.
MAX.
�MAX;
1 "z i 1' � •
ROWS OF (2) 1/4"
TAPCONS INTO GROUTED
MASONRY W/ 2" EMBED
(TYP.) - MIN. (3) ALL SIDES
P.T. BUCK AS REQ. BY
MANUFACTURER
CMU
2 MA:ONRY DOOR BUCK ATTACHMENT
S-1 SCALE: 3/4' = V-0"
*NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES
REQUIF�ED (AS NOTED IN THESE PLANS).
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PROJ. NO. 21-690
DATE 03/03/2021
SHEET NO.
S.1
SHEET OF 4
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REAR ELEVATION
SCALE: 1/8" = 1'-0"
LEFT ELEVATION
SCALE: 1/8" = 1'-0"
FRONT ELEVATION
SCALE: 1/8" = 1'-0"
RIGHT ELEVATION
SCALE: 1/8" = 1'-0"
METAL ROOF (SEE PRODUCT APPROVAL)
OVER 15# UNDERLAYMENT OVER 5/8" CDX
SHEATHING, 8d RINK SHANK NAILS @ 4" O.C.
12
12
AT SEAMS & 8" O.C. IN FIELD
5
5
PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.
F
HURRICANE STRAP @ EA. TRUSS - PER
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SCHEDULE & LAYOUT
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ICYNENE R-30
ICYNENE R-30
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INSULATION PER
INSULATION PER
REPORT #ESR 1826
REPORT #ESR-1826
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ALUM. DRIP EDGE OVER
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2 X 8 CEDAR FASCIA
x 2'-0" O.H. TYP.
ATTACHED TO TRUSSES
W/ (3) 16d NAILS EA. TRUSS
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NON -VENTED (SOFFIT) STUCCO
OVER 3/8" HIGH -RIB LATH
ATTACHED W/ 11 GA. X 1"
EMBDED. NAILS W/ 7/16" HEAD
(MIN.) @ 4" O.C. THROUGHOUT
i STD. OR RECESSED PRE -CAST
LINTELS ABOVE WINDOWS,
DOORS &LARGER SPANNING
(1):5 VERT. BAR IN GROUT FILLED
OPENINGS W/ (1) #7 BAR TOP
CELL LOCATED PER PLAN —
COURSE & #5 BAR IN PRE -CAST
LINTEL POURED WITH BEAM
(CAST-CRETE OR EQ.)
INSTALL ALL WINDOWS & DOORS PER
FMA/AAMA 200-12 SPECIFICATIONS
FOR WATER TIGHT INSTALLATION
8" X 16" CMU BLOCK W/ 9 GA.
LADDER BLOCKING @ EVERY
OTHER COURSE
(2) COURSE "H" BLOCK AT
MID -HEIGHT, (2) #5 CONT. OR
(1) #7 EA. COURSE, CONT.
POUR
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ENGINEERING LAYOUT FOR
LOCATION AND SPACING (WHERE
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SPLICE OCCURS 30" LAP. MIN)
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6" CONCRETE SLAB W/6X6 -
W1.4/WlA WWM OR FIBERMESH ON
6 MIL. VAPOR BARRIER ON WELL
' COMPACTED, TREATED FILL 6" CONCRETE SLAB W/6X6 -
W1.4/W1.4.W'WM OR FIBERMESH ON
6 MIL. VAPOR BARRIER ON WELL
COMPACTED, TREATED FILL
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METAL ROOF (SEE PRODUCT APPROVAL)
OVER 15# UNDERLAYMENT OVER 5/8" CDX
SHEATHING, 8d RINK SHANK NAILS @ 4" O.C. 12
AT SEAMS & 8" O.C. IN FIELD .��� 5
PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.
HURRICANE STRAP @ EA. TRUSS -PER
SCHEDULE & LAYOUT
ICYNENE R-30
INSULATION PER
REPORT #ESR-1826
�- ALUM. DRIP EDGE OVER
2 X 8 CEDAR FASCIA
DOUBLE BOND BEAM W/ (2)
2' 0" O.H. TYP. ATTACHED TO TRUSSES
COURSES H-BLOCK WITH (1) #5
W/ (3) 16d NAILS EA. TRUSS
BARS CONT. EACH COURSE
NON VENTED (SOFFIT) STUCCO
OVER 3/8" HIGH -RIB LATH
ATTACHED W/ 11 GA. X 1"
EMBDED. NAILS W/ 7/16" HEAD
(MIN.) @ 4" O.C. THROUGHOUT
DOUBLE BOND BEAM W/ (2) COURSES
H-BLOCK WITH (1) #5 BARS CONT. EACH
COURSE
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TO ASTM C5, C22, C28, C35, C59, C61,
C587, C631, C847, C933, C1032 AND
C1047 AND SHALL BE INSTALLED IN
COMPLIANCE WITH ASTM C843/44
STD. OR RECESSED PRE -CAST
LINTELS ABOVE WINDOWS,
DOORS & LARGER SPANNING
OPENINGS W/ (1) #7 BAR TOP
COURSE & #5 BAR IN PRE -CAST
LINTEL POURED WITH BEAM
(CAST-CRETE OR EQ.)
2 TYPICAL WALL SECTION
S-3 SCALE: 3/4" = V-0"
STUCCO FINISH
EXETRIOR STUCCO INSTALLED
IN COMPLIANCE WITH ASTM C
926 & C 1063.
6" TERMITE INSPECTION
STRIP REQUIRED
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INSTALL ALL WINDOWS & DOORS PER
FMA/AAMA 200-12 SPECIFICATIONS
FOR WATER TIGHT INSTALLATION
6" CONCRETE SLAB W/6X6 -
W1.4/W1.4 WWM OR FIBERMESH ON
6 MIL. VAPOR BARRIER ON WELL
COMPACTED, TREATED FILL
-X
\+
METAL ROOF (SEE PRODUCT APPROVAL)
OVER 15# UNDERLAYMENT OVER 5/8" CDX
SHEATHING, 8d RINK SHANK NAILS @ 4" O.0
AT SEAMS & 8" O.C. IN FIELD
PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.
HURRICANE STRAP @ EA. TRUSS - PER
SCHEDULE & LAYOUT
�-- ALUM. DRIP EDGE OVER
2'-0" O.H. TYP. 2 X 8 CEDAR FASCIA
ATTACHED TO TRUSSES
W/ (3) 16d NAILS EA. TRUSS
NON -VENTED (SOFFIT)
STUCCO OVER 3/8" HIGH -RIB
LATH ATTACHED W/ 11 GA. X
1" EMBDED. NAILS W/ 7/16"
HEAD (MIN.) @ 4" O.C.
THROUGHOUT
,,— STUCCO FINISH
EXETRIOR STUCCO INSTALLED
IN COMPLIANCE WITH ASTM C
926 & C 1063.
IMPACT DOOR
' v ( (1) #5 HORIZ. BAR CONT.
FOOTING REBAR
(3) #5 BARS CONT. I
WALL SECTION @ MAN DOOR
Cv_3 SCALE: 3/4" = l'-0"
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PROJ. NO.
21-690
DATE
03/03/2021
SHEET NO.
S-3
SHEET 3
OF 4
2
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