HomeMy WebLinkAbout6479 Beverly Hills Drr
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ABBREVIATIONS
ABV
-ABOVE
AFF
-ABOVE FINISH FLOOR
AHU
A/C
- AIR HANDLER UNIT
- AIR CONDITIONING
- ALUMINUM
vl-L
AT
- ALUMINUM THRESHOLD
U�OM
S6
j'
AB
AVG
- ANCHOR BOLT
-AVERAGE
,,.
BFE
- BASE FLOOD ELEVATION
BM
-BEAM
BLK
-BLOCK
BLDG
- BUILDING
BRD
-BOARD `
BRIG
- BEARING
BTM
-BOTTOM
BUC
- BUILT UP COLUMN
CAB
- CABINET
CD
- CONSTRUCTION DOCUMENTS
CLG
- CEILING
CLG HT
- CEILING HEIGHT
CEMT
- CEMENTITIOUS
CL
- CENTERLINE
COL
-COLUMN
CONC
- CONCRETE
CMU
- CONCRETE MASONRY UNIT
CONST
- CONSTRUCT OR CONSTRUCTION
CONT
- CONTINUOUS OR CONTINUES
CTR
-CENTER
CJ
- CONTROL JOINT
DP
- DEEP OR DEPTH
DTL
- DETAIL
DIA
- DIAMETER
DIM
- DIMENSION
DISCON
- DISCONNECT
DW
- DISHWASHER
DR
-DOOR
DBL
- DOUBLE
DWG
- DRAWING
EA
-EACH
ELEC
- ELECTRICAL
ELEV
- ELEVATOR
EQ
-EQUAL
EQUP
- EQUIPMENT
EXP JT
- EXPANSION JOINT
EXT
- EXTERIOR
FIN FLR
- FINISHED FLOOR
FIN
- FIN
EW
- EACH WAY
FIG
- FIXED GLASS
FD
- FLOOR DRAIN
FE
- FIRE EXTINGUISHER
FLR
- FLOOR
FLOUR
- FLUORESCENT
FTG
- FOOTING
FR DR
- FRENCH DOOR
GALV
- GALVANIZED
GA
-GAUGE
GB
- GRAB BAR
GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR
GLS
-GLASS
GWB
- GYPSUM WALL BOARD
GYPBRD
- GYPSUM BOARD
HD
-HEAD
HVAC
- HEATING, VENTILATING, AIR CONDITIONING
HT
- HEIGHT
HB
- HOSE BIB
HC
- HANDICAP
INSUL
- INSULATION
INT
- INTERIOR
LVL
- LAMINATED VENEER LUMBER
LT
- LAUNDRY TUB 5k.
LGT
- LIGHT
MAX
- MAXIMUM
MATL
- MATERIAL
MFR
-MANUFACTURER
MECH
- MECHANICAL
MTL
- METAL
MC
- MEDICINE CABINET
MIN
- MINIMUM
SYMBOL LEGEND:
= STAIR CALL OUT
n FOOTING CALL OUT -
V = SEE FOOTING
SCHEDULE
�1 = KEYNOTE CALL OUT
PRE -CAST LINTEL CALL
= OUT - SEE LENTEL
SCHEDULE
LG-2 LEDGER CALL OUT - SEE
0 LEDGER SCHEDULE
MLDG - MOULDING
DINT - MOUNT OR MOUNTING
MO
- MASONRY OPENING
MUNT
- MUNTINS
#
-NUMBER
OC
- ON CENTER
OGD
- OVERHEAD GARAGE DOOR
OPNG
- OPENING
OPP
- OPPOSITE
OPT
- OPTIONAL
OH
- OVER HANG
OH CABS-
OVERHEAD CABS
PNT
- PAINT FINISH
PTD
- PAINTED
PED
-PEDESTAL
PERF
-PERFORATED
PLT
-PLATE
PLYWD
- PLYWOOD
PKT
-POCKET
LB
-POUND
PSF
- POUNDS PER SQUARE FOOT
PSI
- POUNDS PER SQUARE
PT
- PRESSURE TREATED
PB
- PUSH BUTTON
REF
- REFRIGERATOR
RECP
-RECEPTACLE
REINF
- REINFORCING
REQD
- REQUIRED
R/A
- RETURN AIR
RO
- ROUGH OPENING
RS
- ROUGH SAWN
SC
- SOLID CORE
SCP
-SCUPPER
SCRN
-SCREEN
SIM
- SIMILAR
SHLVS
-SHELVES
S/R
- SHELF & ROD
SH
- SINGLE HUNG WINDOW
SGD
- SLIDING GLASS DOOR
SPECS
- SPECIFICATIONS
SQ FT
- SQUARE FEET
SQ IN
- SQUARE INCH
STD
-STANDARD
STL
-STEEL
STRUCT
-STRUCTURAL
TEMP
-TEMPERED
THK
- THICK OR THICKNESS
TB
- TOWEL BAR
TOC
- TOP OF CONCRETE
TOM
- TOP OF MASONRY
TOP
- TOP OF PLATE
TP
- TOILET PAPER HOLDER
TYP
- TYPICAL
UNO
- UNLESS NOTED OTHERWISE
VAC
-VACUUM
VAL
-VALANCE
VERT
- VERTICAL
VIF
-VERIFY IN FIELD
VTR
-VENT THROUGH ROOF
V
-VOLT
WC
- WATER CLOSET
WH
- WATER HEATER
WL
- WIND LOAD
WP
-WEATHERPROOF
WWM
- WELDED WIRE MESH
W
- WIDE OR WIDTH
WDW
- WINDOW
W/
- WITH
WD
- WOOD
HEIGHT OF
79_r___�_STEP DOWN
STEP DOWN
CALLOUT
ARROW SHOWS
DIRECTION OF VIEW
1C
9ELEV NUMBER
A
SHEET NUMBER
EXTERIOR
ELEVATION MARKER
1<ELEV NUMBER
4 A15 2 SHEET NUMBER
E---ARROW SHOWS
3 DIRECTION OF VIEW
MULTI VIEW INTERIOR
ELEVATION MARKER
SHEET NUMBER
tkElARROW
NT ELEV NUMBER
SHOWS
DIRECTION OF VIEW
INTERIOR ELEVATION
MARKER
ARROW SHOWS
DIRECTION OF CUT
1
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SECTION NUMBER
SHEET NUMBER
LOCATION OF CUT
SECTION
MARKER
GENERAL NOTES
THE FOLLOWING TECHNICAL CODES SHALL APPLY:
2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS,
ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017
2020 FBC PLUMBING RESIDENTIAL SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WATER - FLOW RATE.
PUBLIC FACILITIES LAV 0.5 G.P.M.
PRIVATE FACILITIES LAV 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
3. ALL PLUMBING WATER LINES
TO BE CPVC
VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO
JOBSITE CONDITIONS
THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL
CODE
Q PORCHES AND BALCONIES
CHAP. 3
Q HANDRAILS - CHAP. 3
Q GUARDRAILS - CHAP. 3
Q STAIRS - CHAP. 3
Q CHIMNEY & FIREPLACE
CHAP. 10
Q EGRESS WINDOWS
CHAP. 3
5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED
BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H.
GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE
MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE
INSTALLATION.
SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA
AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS,
OVERHEAD GARAGE DOORS, AND ROOFING.
6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL
SHOWER ENCLOSURES TO BE TEMPERED GLASS
7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR
TO BE TEMPERED GLASS. (SECTION R308)
DIMENSIONING:
A. DIMENSIONS INDICATED ARE TO:
A.1. CMU WALL: OUTSIDE FACE OF WALL
A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF
CORE -STUD
A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E.
FURRING\
A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD
A.4. WINDOW OPENINGS:
A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING
A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
A.5. DOOR OPENINGS:
A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING
A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED
FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR
FRAME
A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER
OF DOOR
A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH
SURFACE TO FINISH SURFACE
A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER
B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND
PLUMB.
C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:
C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES
C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS
C.3. FRAMED WALLS EXTERIOR
CA. FRAMED WALLS INTERIOR
C.5. DOORS AND WINDOWS
D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB -
UNLESS OTHERWISE NOTED
E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE
OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED
F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE
STRUCTURAL MATERIAL ABOVE AS SCHEDULED
G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE,
CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND
COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE
DRAWINGS.
L N NARM
LENNAR TAMPA DIVSION
4600 W CYPRESS ST, SUITE 200
TAMPA, FL 33607
813.574.5700
2551
VERSION CHANGES
VERSION DESCRIPTION OF CHANGES
1.0 PLAN REVISIONS
2.0 PLAN REVISIONS
3.0 TRUSS CONNECTOR REVISION
4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE
5.0 ADDING K, L & M ELEVATIONS
INDEX OF DRAWINGS
SHT NO:
TITLE
CS
COVER SHEET
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FOUNDATION PLAN
A2
1 ST AND 2ND FLOOR PLAN A
A3
STAIR DETAILS
A4
FRAMING PLANS A
A5
EXTERIOR ELEVATIONS & ROOF PLAN
A6.1
1ST FLOOR ELECTRICAL PLAN
A6.2
2ND FLOOR ELECTRICAL PLAN
SNO
STRUCTURAL NOTES
SN1
STRUCTURAL NOTES
S3
FOUNDATION DETAILS
S4
FRAME WALL DETAILS
S5
STRUCTURAL DETAILS
S6
WALL SECTION DETAILS
SS
RETRO FIT DETAILS
ST
STAIR DETAILS
S11
PRECAST DETAILS
S12
PRECAST DETAILS
PA 1.0
PRODUCT APPROVAL
PA 1.1
PRODUCT APPROVAL
PA 1.2
PRODUCT APPROVAL
PA 1.3
PRODUCT APPROVAL
SH 1.0
HURRICANE SHUTTERS
SH 1.1
HURRICANE SHUTTERS
SH 1.2
HURRICANE SHUTTERS
SH 1.3
HURRICANE SHUTTERS
SH 1.4
HURRICANE SHUTTERS
SH 1.5
HURRICANE SHUTTERS
WP 1.0
WATERPROOFING DETAILS
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LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT
HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL V _3SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O O
INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE
COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE
NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR
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DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z O
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_..I F COVER SHEET
FOUNDATION LEGEND:
NOTE:
BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ)
IN ACCORDANCE W/ AC1224-3R
0 = FILLED CELL W/(1) #5 VERTICAL
® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
A = FILLED CELL W/ (2) #5 VERTICAL
C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR)
= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS
m= WINDOW OPENING ABOVE
PLUMBING NOTES:
FBC 7TH EDITION (2020) PLUMBING SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WATER -FLOW RATE.
PUBLIC FACILITIES LAV 0.5 G.P.M.
PRIVATE FACILITIES LAV 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
VTR LOCATIONS ARE APPROXIMATE AND MAY
CHANGE DUE TO JOBSITE CONDITIONS.
LICENSED PLUMBER TO VERIFY AND HAS THE
AUTHORITY TO CHANGE AS NEEDED.
O KEYNOTE LEGEND
KEYNOTE
ANNOTATION
1/2" DP X 9-1/2" WIDE RECESS
2�
1-1/2" DP X 8" WIDE RECESS
3�
1-1/2" DP X 13" WIDE RECESS
ICE MAKER LINE
SINK - KITCHEN
REF
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13
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DD
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(2) #5s CONT.
k., 2022
ReviewVIRTUAL REVIEW ASSIST
Virtual Assist,
Plans Review completed and appr
for compliance with the 2020 FBC 7th
Edition by Debra Anne Kiahr PX2300
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STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE - ALIGN EXT.
FACE OF SHEATHING W/
EXT. FACE OF CMU BELOW
2X3 #2 SYP P.T. BASE PLATE
SET TIGHT TO SHEATHING
W/ 1/2" EPDXY ANCHOR OR
1/2" J BOLT W/ MIN. 7"
EMBEDMENT AT 32" O.C.
AND 6" FROM EACH END
8" KNOCKOUT COURSE
W/ (1) #5 CONT.
SEE FOUNDATION PLAN
FOR FILLED CELL
SPACING.
GENERAL NOTES:
ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL
FIN AWAY FROM WINDOW FRAME.
VERIFY ALL WINDOW AND DOOR ROUGH OPENING
SIZES WITH THE MANUFACTURER'S SPECIFICATIONS.
INSTALL RND DRYWALL BEADS AT HORIZ & VERT
CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS
NOTED.
USE SQUARE CORNER BEAD AT DRYWALL NICHES &
REC CLG DETAILS; REC CLG SURFACES SHALL HAVE
SMOOTH FINISH.
LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND
THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER
CODE.
ALL ANGLED WALLS TO BE 450 UNLESS NOTED
OTHERWISE
THE GARAGE IS TO BE SEPARATED FROM ADJACENT
LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD
AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8"
THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT)
APPLIED TO THE GARAGE SIDE.
TOWEL BAR - (T.B.) = 56" A.F.F.
TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK
TOILET PAPER DISP. - (T.P.) = 20" A.F.F.
ROD AND SHELF (SGL)- (R/S) = 60" A.F.F.
ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F.
CORNER SHELF = 56" A.F.F.
MEDICINE CABINET - (M.C.) = 75" TO TOP OF
CABINET A.F.F.
WALL LEGEND:
ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR
RESISTANT COMPONENTS.
8" CMU W/ 1X3 PT FURRING STRIP R
4.1 HIGH PERM,1/2" GYP
8" CMU
2x4 INSULATED EXTERIOR STUD W/ 1/2"
GYP ON INTERIOR SIDE. LINO
NON -BEARING 2X4 STUD W/ 1/2" GYP.
UNO
BEARING WALL 2X4 16" O.C. W/ 1/2"
GYP. UNO
13 = FILLED CELL W/(1) #5 VERTICAL
® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
= FILLED CELL W/(2) #5 VERTICAL
C = FILL CELL TO ONE COURSE,ABV PIPE (NO REBAR)
SQUARE FOOTAGE:
AREA
PROPOSED
FIRST FLOOR LIVING
SECOND FLOOR LIVING
1110
1470
TOTAL LIVING SQ FT 2580
ENTRY
GARAGE
33
403
TOTAL SQ FT 3016
STAIR DATA
STAIR
MARK
RISERS
TREADS
LANDINGS
TOTAL RISE
A
17 AT 7 3/32"
15 AT 10"
1
10'-0 3/4"
TREADS WITH 1" NOSING
3 WALL SPLICE DETAIL
N.T.S.
ALLOWABLE WIND SPEED DESIGN PRESSURE
(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch,
Exposure C, Height=30 ft, Importance Factor=1.0, End
Zone= 4 ft)
As per Florida Building Code 7th edition (2020),
Residential Table R301.2 (4) (Wind Speed Conversions)
and ASCE 7-10 Methods
WALL
TRIBUTARY
AREA (ft)2
INTERIOR
END
10
39.4
-42.1
39.4
-51.8
20
37.6
-40.5
37.6
-48.6
50
35.2
-37.3
35.2
-43.7
100
33.4
-35.6
33.4
-40.5
GARAGED
30.0
-33.9
30.0
-33.9
2X8 SYP STUDS SET TIGHT TO
SHEATHING AT 12" O.C. W/ (2)
SIMPSON MSTAM36 STRAP
EACH STUD�(1)D STRAP EACH
C SIDE) CENT RREE
NAIL AND 8) 1/4" 3
X 2-1 4"
TITENS INTO GROUT FILLED
CMU - STRAPS TO BE
ATTACHED DIRECTLY TO CMU
* CENTER OF STRAP AT
T/WALL TYP. U.N.O.
SEE PLAN
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7'4"
18'-8"
30'-0"
FLOOR FRAMING PLAN (ELEV B.
1/4 11111= 1'-011
O KEYNOTE LEGEND
KEYNOTE
ANNOTATION
1O
BEARING WALLS
(D
A/C CHASE
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0
22"x36" ATTIC ACCESS
O5
STAIRS AREA
�6
2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS
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BOTTOM CHORD CAN BE Al
REMOVED IN FIELD OVER
L_____________j I i i AHU IF NEEDED (SEE ENG)
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6'-4"
ROOF FRAMING PLAN (ELEV B.
1/4 11= 1'-011
HANGERS
d 6 = LUS24 SIMPSON
HTU26 SIMPSON
J I. = THA422 SIMPSON
SHINGLE ROOF
12
4F—
12
HEEL= 3 5/16" Z�A 01
PLUMB 2X4
CUT
13'-8"
CGE
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SHINGLE ROOF
12
51
12
HEEL= 4 1/16"
PLUCUTS
0
TRUSS HELD BACK
3/4" PLYWOOD
3/4" SUBFLOOR
WALL HT. BASED
ON 8'-8" A. F.F.
TRUSS NOTES:
THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS
ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF
TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS
MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP
DRAWINGS MUST BE REVIEWED AND APPROVED BY
DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD
PRIOR TO CONSTRUCTION.
TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL
SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS
NECESSARY DUE TO FINAL TRUSS DESIGN OR
CALCULATED REACTIONS. ALL MODIFICATION TO BE
REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER
OF RECORD PRIOR TO CONSTRUCTION.
ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE
FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE
APPROVED BY DESIGN STYLES, INC. PRIOR TO
CONSTRUCTION.
TYPICAL TRUSS CONNECTORS
1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O.
2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME
CONNECTIONS.
3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO
TRUSSES W/ MTS16'S.
4. USE HETA20 FOR ROOF TRUSS TO MASONRY
CONNECTIONS.
5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY
CONNECTIONS.
6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME
CONNECTIONS.
7. THE PREVIOUS CONNECTORS APPLY UNLESS
OTHERWISE NOTED.
8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR
OTHER CONNECTIONS.
DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE
RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS
INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER.
NOTE:
ALL VALLEY KITS MARKED "VK" OR "MVK" ARE
CONVENTIONALLY PLEASE REFER TO
ENGINEERING PACK FOR DEFRAMED. TAILS
NOTES:
• FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK
WALLS.
• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS.
• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG
BACK LOCATIONS.
• SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR
WALLS.
NOTE:
DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS
OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR
WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT
CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487
NOTE:
MULTI -PLY GIRDER CONNECTION.
ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND
OR SCREWS)) PRIOR TO INSTALLATION AND BEFORE ANY LOADS
ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS.
NOTE:
ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY
THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE
IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN
ORDER TO AVOID REPAIRS.
COLUMN NOTE:
REFER TO FOUNDATION PLAN FOR COLUMN SIZES
(2) 16D COMMON NAILS
OR 0.128" X 3" GUN NAILS
2X4 STICK LUMBER 24" O.0
MAX IN LINE WITH JACKS
(SEE DETAIL IN ENG PACK
FOR GRADE)
DROPPED FLAT TOPS OF HIPS FOR
FRAMING (GIRDER NOT DROPPED)
LABELED END MARK
REFER TO ENG.
PACK FOR CONNECTION —
1'-0 5/16" 2'-0" 2'-0"
TYPICAL 7' SETBACK CORNER -SET
LABELING AND SPACING
TRUSS QUANTITY: 112
ATTENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT SCSI -B1
30' Span or less 30' to 60' Span
Spreader Bar
1 60 degrees
or less
I� 1/2 �I I 2/3to1/2 �I
line f span approx. 1 Jim. i span approx.
REFER TO BCSI -131
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way.
General Notes
1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES
AND FLAT GIRDERS HAVE THE TOP CHORD
PARTIALLY PAINTED GREEN TO BE INSTALLED
GREEN SIDE UP.
2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS
OTHERWISE NOTED.
3. ALL TRUSS SPACING IS 24" O.C. UNLESS
OTHERWISE NOTED.
4. PER TRUSS PLATE INSTITUTE BCSI-B1
RECOMMENDATION PERMANENT X-BRACING
SHOULD BE PLACED AT A MAXIMUM SPACING 15'
O.C. ACROSS THE SPAN, TO BE REPEATED AT A
MAXIMUM OF 20' BETWEEN EACH X-BRACE
THROUGHOUT THE STRUCTURE.
* PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL
BRACING DETAILS.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCLL = * PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION
WIND SPD/TYPE 145 ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
FBC 2020
TPI 2014
Truss member design & connector plates
are designed for ASCE 7-16 and maximum forces from
both components and claddings
and main wind force resisting systems.
* These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL = 40 PSF
TCDL = 10 PSF
BCDL 5 PSF
TOTAL = 55 PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000�
ARE SHOWN ON ENGINEERING.
r
i�INIM M001 ��IO1
��901
LOAD# DESCRIPTION INIT. DATE
R/01
CRTD FRM z 551/A SLC
06/11/15
RA01
LC8 RDP
11/04/15
RB01
UPDATED RE' S ARM
10/10/16
RB01
LC9 JTH
12/15/17
RB01
CHANGED TO SIMPSON HANGERS JRH
3-13-18
RB01
RAN LC9 RDP
05/01l18
RC01
ADDED EXTRAVERT ON FLR TRUSSES@ EXTERIOR WALLS ARZ
10/19/18
RD01
Rev'd cant at garage rdg
9/19/19
RE01
REVISED FTG5 LOADING ARZ
12/23/1
CARPENTER
-�
G�
CONTRACTORS
OF AMERICA
3900 AVENUE
G: N, W.
WINTER
HAVEN FLORIDA 33860
PHONE+
(800) 959-8806
FAk
( 863) 294-2488
BUILDER :LENNAR TAMPA
PROJECT :VAROIUS
MODEL :2551
CCA PROJ/MODEL/ALT
7A2/2551/B
ALT DESC:
OTC
SLOT BLOCK J
DESIGNER PAGE
SLC
DATE
0611 15
LAN# SCALE
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FRAMING PLANS B
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2 LBS. EPS
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12
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15
ROOF SHEATHING
MANUFACTURED
ROOFTRUSS
MTL DRIP EDGE
2X4 SUB -FASCIA
ALUMINUM WRAP
ALUMINUM SOFFIT
NOTE: REFER TO STRUCTURAL SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
FFIT DETAIL
1I_ 1 1-hill
ROOF FINISH
PER ELEVATION
ROOF SHEATHING
MANUFACTURED
ROOFTRUSS
MTL DRIP EDGE
2X4 SUB -FASCIA
ALUMINUM WRAP
ALUMINUM SOFFIT
NOTE: REFER TO STRUCTURAL SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
If = 1'_n"
7"XV THIC
PAINTED F
TRIM BAN
6"X1" THIC
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FLASHING NOTES:
DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE
INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH
EDITION), SECTION R703.4. AND R903.2 APPROVED
CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT
ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS,
INTERSECTIONS, AND PENETRATIONS AND IN THE
EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO
PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL
FRAMING COMPONENTS. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH AND
SHALL BE INSTALLED TO PREVENT WATER FROM
REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED
CORROSION -RESISTANT FLASHING SHALL BE INSTALLED
AT ALL OF THE FOLLOWING LOCATIONS:
1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR
OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF,
EXCEPT THAT SELF -FLASHING WINDOWS HAVING A
CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28
MM) OVER THE SHEATHING MATERIAL AROUND THE
PERIMETER OF THE OPENING, INCLUDING CORNERS, DO
NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING
MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED
BY THE BUILDING OFFICIAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER
MASONRY CONSTRUCTION WITH FRAME OR STUCCO
WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER
STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR
METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD
TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS
ATTACH TO A WALL OR FLOOR ASSEMBLY OF
WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR
DIRECTION.
9. AT ROOF CRICKET OR SADDLE.
10. AROUND ROOF OPENINGS.
GENERAL FLASHING NOTES:
INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH
EDITION (2020), SECTION R703.4 AND IN ACCORDANCE
WITH STANDARD APPLICATIONS ILLUSTRATED IN THE
ARCHITECTURAL SHEET METAL MANUAL (LATEST
EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR
CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION,
INC.
WINDOW NOTE:
ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF
0.4 OR LESS AND A 'SHGC' OF 0.25 OR LESS. (UTILIZING
THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES)
EGRESS NOTE:
EACH BEDROOM MUST HAVE ONE WINDOW THAT
COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS
TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST
HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH
FLOOR LINE OF THAT PARTICULAR ROOM
SHINGLE / UNDERLAYMENT NOTE:
ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE
R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL
SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION
905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL
GENERAL FINISH NOTES:
APPLICATION OF STUCCO (EXTERIOR PLASTER)
MUST BE IN ACCORDANCE WITH FBC R703.7,
ASTM C926 AND C1063
ALL LATH AND LATH ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1
FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT)
_R tAY 2 4 202
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and approv
for compliance with the 2020 FBC 7th
Edition by Debra Anne Klahr PX2300
GENERAL NOTES:
* G.C. VERIFY ROOF PITCH
ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12)
IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF
SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER.
ROOF CRITERIA
- 12" OVERHANG U.N.O.
- PLUMB CUT FASCIA
- ROOF PITCH PER ELEVATION
- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION)
- SHINGLE LOADING
ROOF VENT CALCULATIONS:
NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT
LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE
INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR
EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806
FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _
NET SQ. INCH REQUIREMENT
ATTIC AREA = 1697 SQ FT
VENTILATION REQUIRED = 815 SQ IN
VENTILATION PROVIDED AT RIDGE = 407 SQ IN
VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN
,
ATTIC V
VENTILATION
ONLCRIDA
ATTIC VENTILATION TOBpENIT COMPTH THE LIANCE
BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806.
THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE
AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE
REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE
THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE
UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER
VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE
VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE,
WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS.
CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN.
VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS)
RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT.
* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT
* SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT.
IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE
PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER
APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION
* LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE
36 SQ. IN. OF NET FREE AREA / FT. FOR TILE
NOTE:
EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE
DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL
PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT
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FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B)
1 /4" = 1'-0„
LEC
ITER
ELECTRICAL NOTES:
1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING
LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017
A) BATHROOMS
B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT
HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL
NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND AREAS OF
SIMILAR USE.
C) CRAWL SPACES AT OR BELOW GRADE.
D) KITCHENS - WHERE THE RECEPTACLES ARE
INSTALLED TO SERVE THE COUNTERTOP SURFACES.
E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE
THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF
THE OUTSIDE EDGE OF THE SINK.
2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70
(NEC) 2017, INCLUDING ARTICLES 210 AND 400.
3. ANY CONFLICTS BETWEEN LOCATION OF
MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO
LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE
ARCHITECT PRIOR TO INSTALLATION.
4. RECEPTACLE OUTLETS IN GARAGE MUST BE
SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT
SUPPLY OTHER OUTLETS.
5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT
LEAST 6' FROM KITCHEN RANGE/OVEN.
NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED
FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF
(GENERAL)
KITCHEN 44" AFF
BATHROOM 39" AFF
LAUNDRY ROOM 36" AFF
EXTERIOR WATERPROOF 12" AFF
GARAGE GENERAL PURPOSE 42" AFF
RANGE 2" AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE
POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE
FINISHED FLOOR
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.
ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED
ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR
THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY
THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE.
6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS,
SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS,
PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I.
PROTECT CIRCUIT PER NFPA 70 (NEC) 2017.
7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125
VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED
TAMPER -RESISTANT RECEPTACLES.
200A INDOOR PANEL
CENTER
#15 copper to lights & outlets
#12 copper to 20 amp ckts
#10-2 copper to WH
#10-3 copper to Dryer
METER 2/0 or 4/0 SER Alu
MAIN
0
200 amp
150 amp
Disconnect
POWER CO. FEED
�— 4 Bare Cu Ground
Footer STEEL
Groundrod tied to footer steel
OR
4 Bare attached to footer steel
GROUNDING PER 250.50 AND
250.52 NEC
TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM
NTS
V_ A tAAY 2 4 U'U)
VIRTUAL REVIEW ASSIST
1
plansVirtual Review Assist, Inc. A
completed
ved
r
with the 2020
�, Edition by Debra Anne Klahr PX2300
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH
o
1
SWITCH-
4 1/2"
DOORJAMB DUPLEX is
OUTLET
TRIM o
0
BASE
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION:
WALL
�T
oz
. SMOKE DETECTOR
1'-011
MIN.
ELECTRICAL LEGEND:
NOTE: ALL HEIGHTS ABOVE FINISH FLOOR
Er 110V DUPLEX OUTLET AT 12"
110V DUPLEX OUTLET AT 39" NOTE: ALL
RECEPTACLES
110V DUPLEX OUTLET AT 43" ABOVE
COUNTERS
110V DUPLEX OUTLET AT 45" SHALL BE
SPLIT 110V DUPLEX OUTLET MOUNTED
AT 12" - TOP PLUG IS HOT HORIZONTAL
110V QUAD OUTLET AT 12"
WEATHERPROOF GFCI OUTLET AT 12"
220V OUTLET AT 30"
110V DUPLEX FLOOR OUTLET
OUTLET - VERIFY W/MANUF. SPECS
FOR LOCATION & TYPE
TELEPHONE OUTLET AT 12" OR AS NOTED
TELEVISION OUTLET AT 12" - WIRE FOR
CABLE & SATELLITE
® STRUCTURED WIRE OUTLET
SWITCH AT 36"
3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
-0 PUSH BUTTON FOR GARAGE DOOR OPENER
-o DIMMER SWITCH AT 36"
-� PUSH-BUTTON DOORBELL
l CLG MNT LT FIXTURE
CLG MNT PREWIRE - FIXTURE BY OWNER
SURFACE MNT FIXTURE
WALL MNT FIXTURE
NOTE:
3 40W A 6" ROUND OPALEX - ALTERNATE
TUB/SHOWER CANS MAY BE
50W PAR30 NFL 6" WHITE BAFFLE USED IF
APPROVED BY
_ 50W MR16 4" LOW VOLTAGE OWNER
C 50W PAR20 NFL 4" MINI ROUND RECESS
�o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
-0 CLG FAN PREWIRE AND SWITCH
COMBINATION CARBON MONOIXED DETECTOR/
Cos SMOKE DETECTOR
C SMOKE DETECTOR
rU-18= UNDER CABINET 18"
FS-18= SINGLE 18" FLUOR STRIP
=U-24= UNDER CABINET 24"
=S-24= SINGLE 24" FLUOR STRIP
=D-24= DOUBLE 24" FLUOR STRIP
- U-36 = UNDER CABINET 36"
S-36 - SINGLE 36" FLUOR STRIP
- D-36 - DOUBLE 36" FLUOR STRIP
S-48 SINGLE 48" FLUOR STRIP
D-48— DOUBLE 48" FLUOR STRIP
24 24"CLG MNT WRAPPED FLUOR LIGHT
48 48"CLG MNT WRAPPED FLUOR LIGHT
FF24:R 24" VANITY LIGHTING
FF;_F 36 :F� 36" VANITY LIGHTING
F_-_-48 48" VANITY LIGHTING
® EXHAUST FAN/LIGHT
Q EXHAUST FAN
DOUBLE FLOOD LIGHT W/ COVERS AND
ti 150W PAR 38 FL
® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR
CEILING MNT SPEAKER
M3 CHIMES (DELETE W/ INTERCOM)
MASTER STATION
ELEC PANEL
VACUM OUTLET AT 12"
CEILING RETURN AIR
E3 A/C REGISTER
(T� THERMOSTAT
011 SECURITY PAD
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR LOCATION PURPOSES.
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1 ST FLOOR
ELECTRICAL PLAN
SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS'
1 /4" = 1'-0"
ELECTRICAL NOTES:
1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING
LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017
A) BATHROOMS
B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT
HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL
NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND AREAS OF
SIMILAR USE.
C) CRAWL SPACES AT OR BELOW GRADE.
D) KITCHENS - WHERE THE RECEPTACLES ARE
INSTALLED TO SERVE THE COUNTERTOP SURFACES.
E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE
THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF
THE OUTSIDE EDGE OF THE SINK.
2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70
(NEC) 2017, INCLUDING ARTICLES 210 AND 400.
3. ANY CONFLICTS BETWEEN LOCATION OF
MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO
LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE
ARCHITECT PRIOR TO INSTALLATION.
4. RECEPTACLE OUTLETS IN GARAGE MUST BE
SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT
SUPPLY OTHER OUTLETS.
5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT
LEAST 6' FROM KITCHEN RANGE/OVEN.
NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED
FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF
(GENERAL)
KITCHEN
44" AFF
BATHROOM
39" AFF
LAUNDRY ROOM
36" AFF
EXTERIOR WATERPROOF
12" AFF
GARAGE GENERAL PURPOSE
42" AFF
RANGE
2" AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE
POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE
FINISHED FLOOR
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.
ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED
ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR
THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY
THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE.
6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS,
SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS,
PARLORS AND SIMILAR ROOMS ORAREAS SHALL BE ON AN A.F.C.I,
PROTECT CIRCUIT PER NFPA 70 (NEC) 2017.
7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125
VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED
TAMPER -RESISTANT RECEPTACLES.
\/-R/ MAY 2 4 k
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and appr
for compliance with the 2020 FD 7
Edition by Debra Anne Klahr PX2300
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH
SWITCH
°
DOORJAMB
DUPLEX 19
OUTLET �0
TRIM
o
0
BASE
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION:
WALL
oZ
S
SMOKE DETECTOR
MIN.
ELECTRICAL LEGEND:
NOTE: ALL HEIGHTS ABOVE FINISH FLOOR
11 OV DUPLEX OUTLET AT 12"
11 OV DUPLEX OUTLET AT 39" NOTE: ALL
RECEPTACLES
11 OV DUPLEX OUTLET AT 43" ABOVE
COUNTERS
11 OV DUPLEX OUTLET AT 45" SHALL BE
SPLIT 11 OV DUPLEX OUTLET MOUNTED
AT 12" - TOP PLUG IS HOT HORIZONTAL
11 OV QUAD OUTLET AT 12"
WEATHERPROOF GFCI OUTLET AT 12"
220V OUTLET AT 30"
11 OV DUPLEX FLOOR OUTLET
OUTLET -VERIFY W/MANUF. SPECS
FOR LOCATION & TYPE
TELEPHONE OUTLET AT 12" OR AS NOTED
TELEVISION OUTLET AT 12" - WIRE FOR
CABLE & SATELLITE
STRUCTURED WIRE OUTLET
-69— SWITCH AT 36"
Cn
3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
PUSH BUTTON FOR GARAGE DOOR OPENER
DIMMER SWITCH AT 36"
—0 PUSH-BUTTON DOORBELL
-t- CLG MNT LT FIXTURE
{ CLG MNT PREWIRE - FIXTURE BY OWNER
?} SURFACE MNT FIXTURE
{ } WALL MNT FIXTURE
T NOTE:
C TUB/SHOWERND OPALEX - ALTERNATE
CANS MAY BE
I 5OW PAR30 NFL 6" WHITE BAFFLE USED IF
C APPROVED BY
60 50W MR16 4" LOW VOLTAGE OWNER
50W PAR20 NFL 4" MINI ROUND RECESS
�� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
{- CLG FAN PREWIRE AND SWITCH
Cs COMBINATION CARBON MONOIXED DETECTOR/
SMOKE DETECTOR
C SMOKE DETECTOR
cU-18= UNDER CABINET 18"
rS-18= SINGLE 18" FLUOR STRIP
=U-24= UNDER CABINET 24"
=S-24=
SINGLE 24" FLUOR STRIP
=D-24=
DOUBLE 24" FLUOR STRIP
= U-36 =
UNDER CABINET 36"
= S-36 =
SINGLE 36" FLUOR STRIP
= D-36 =
DOUBLE 36" FLUOR STRIP
S-48
SINGLE 48" FLUOR STRIP
— D-48
DOUBLE 48" FLUOR STRIP
24 24"CLG MNT WRAPPED FLUOR LIGHT
48 48"CLG MNT WRAPPED FLUOR LIGHT
FF24:R 24" VANITY LIGHTING
FFFF 36 :FFR 36" VANITY LIGHTING
48 48" VANITY LIGHTING
® EXHAUST FAN/LIGHT
0 EXHAUST FAN
DOUBLE FLOOD LIGHT W/ COVERS AND
150W PAR 38 FL
® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR
CEILING MNT SPEAKER
M CHIMES (DELETE W/ INTERCOM)
MASTER STATION
ELEC PANEL
VACUM OUTLET AT 12"
® CEILING RETURN AIR
A/C REGISTER
(D THERMOSTAT
IIB SECURITY PAD
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR LOCATION PURPOSES.
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March 29, 2022
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2ND FLOOR
--
ELECTRICAL PLAN
NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3,1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN.DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1. 1. 2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TRI1-14.
1.2. DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS :
2. 1. 1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2. 1.8.
TILE ROOF
TOP CHORD : 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOP CHORD : 7 PSF
BOTTOM CHORD: 10 PSF
2. 1. 10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGE LOADS : 40 PSF
2.2. 3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.; 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020),
AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR
"I" = 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE 7-16
2.5.
DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4. 1. 1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4. 1. 5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH: 3"
C-I-P CONCRETE EXPOSED TO EXTERIOR: 2"
C-I-P CONCRETE NOT EXPOSED: 1 1/2"
GROUT FILLED MASONRY: 3/4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
MODULES OF
CONCRETE TYPE
MIN. 28 DAY
ELASTICITY
DESIGN (fc)
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) :
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE
MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4. 1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4. 1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4. 1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2007, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb = 2,950 PSI
Ft = 1,850PSI
Fc = 500 PSI (PERPENDICULAR)
Fc = 2,700 (PARALLEL)
Fv = 285 PSI
4.7. STEEL:
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE
PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE
4.8. SOIL:
4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION
R318.
4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/sprinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - Cjncrete oyerpg and mortar along the foundation perimeter
must be removed be ore exterior sot treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after
construction Is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE --
"C" (FBC-R R301)
INTERNAL PRESSURE COEFFICIENT=
0.18 ENCLOSED BLDG)
BUILDING CATEGORY = II
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 6-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH
+ 29.7 PSF / -39.6 PSF (END) U.N.O.
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
CONSTRUCTION
GARAGE DOORS (V = 140 MPH)
TYPE: 5B SINGLE 9x7
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
AITITC
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
S 2 GoCZ
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Tans Review completed a pproved
`or compliance with the 2020 FBC 7th
"dition by Debra Anne Klahr PX2300
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STRUCTURAL
--
DETAILS
E
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXI-ADDED METAL LATH ATTACHMENT.
METAL LATH
WALL SHEATHING
II � I If
1BGAx1 1° LONG (3�4'°-1`r CROWN) -w `'lI,"I
STAr'�LES fs S Q.C•. 1/"ERT 43ET�r�rEEPT [ { I . .._m. 1i�`aAx1-1��� LONG {3f4,�-1
STUD: (NOTED THUS:—') - OFFSET I I I C ROA N STAPLES B"
STAPLES BETWEEN STUDS AS SHOWN N � _ - _.__ - _- ;T.C. sv'ERT INTO STUDS
NOTED THUS--)
ENT DETAIL
METAr-AL AT H ATTACH M
PEV. 09.24 Z1 — -- SCALE- -
4' = T-
`DETAIL EXCEEDS T-IE REOUIREfs ENTS 17OR FBCR 703.7.1 LATW
—ONL'y APPLIES TO LENNAR
LATHING ACCESSORIES:
ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS.
WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C.
VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS.
MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @
6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR
GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A
SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID
PORTION OF THE KEY ATTACHMENT FLANGE.
CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN
CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE.
ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 &
ASTM C1861.
CORNER OF
HOME
GARAGE SIDE
10'-0"
TANK -LESS W/H
5'-0" -
STUB -OUT FOR '
GAS METER O —
O
CV
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6'-1"
(2)16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11'-0"
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
164"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE 0-,.
. . . . . . . . . . . . .
_J
15/32" CDX
m¢
PLYWOOD OR
7/16" OSB
/—++
+ + 4, + + + + ��,+ + + + + + + + + +* +
RIDGE LINE
140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
+ + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
+ + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH
NOTE: `FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
+ +
+
+
+
+
+ +
+ +
+
+ +
+ +
+ + + +
+
+
+
+
+ +
+
+
+
+
+
+
+ +
+
+ +
+ +
+ +
+ + + + +
+
+
+
+
+
+
+
4'-0"
+
4'-0'"
+ +
+ +
+++
+++
Backer and Filler Block Dimensions
BCI®Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4"
5000s 1.8/1.7
p nel
wood panels
Two 3/4" wood panels or 2 x
P —
1-1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x—+ 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
60 2.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x _ lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap x
r
�i
FILL CELL
STD. 900 HOOK BOND BEAM
W.......
W
.. ........ .......
a STD. 90°
CONT. #5
CONT. #5 HOOK
BAR
BAR
- ...00C
FROM
ON
F
TOUHIG HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D PLYWOOD FLOOR
COLUMN AND SHEATHING PER PLAN
CONNECTION TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from # FLOOR
above to bearing below. STUU 2ndDS
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min. }Small gap 2" min.
2" max. � 4" max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min.
4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated 4" max.
2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
ocal building
l64
_f
code for appropriate
Zor=21
details in
One 10d box
areas=20 of high
sinker
lateral load.
nail each side
at bearing.
Squash block /
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
I Fca 3" (1 Oral nails nt R" nr.-
Provide adequate bearing
for each lapped joist.
Od nails SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING = 2x GREATEST
D DIMENSION OF LARGEST HOLE
(see table below) (KNOCKOUT EXEMPTS) D
(see table below)
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 pif max. along bearing wall
Required on interior walls : for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration. —
CO ❑ C0
A 1Yz" ROUND HOLE MAY 6"" 6"" DO NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y"
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2"
8
V-07
'I , 1
2-
V-2"
1,-W
1'-3"
V-7
1,,111 "
24"
2,_,9""
3"-2„
3"-7
Any 16" joist
12
1'-0"
1._1„
2."
V_2"
V-3"
V-9""
2"
2-1 ;
3`-7,"
4'-2"
4'-9"
5-4
S pan (t)
16
1'-0"
V-1"
, -n-
1 2 "
1.
V-7`"
2'-5"
3'-2"
3'-10'
4-_g",
5"-7„
6`-4"
7-2'
20 20
V-0
1 1"
1 2'_'
-2"
2'-0"
3'-0""
4'-0`
'40
5'-11"
W-11'"
7'-11"
V-11"
—
24
1'-0"
1 °-1"
1 2'°
1'-3"
2'-a"'
3"-7"
4'-9 "
o'LL10"
7°-2"'
8'-4"
9'-6"
10'-9" i
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HO�_ES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
Web Stiffener Fastener Schedule
Joist Bearing Location
Series Depth End Intermediate
BCI 5000s
9-1/2"
2-8d
2-8d
11-7/8"
- 2-8d
3-8d
14"
2-8d
5-8d
BCI 6000se
BC16500s-9
9-1/2"
—1 —1--7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI60se
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI90s®
1 - "
3-16d
3-16d
14"
5-16d
5-16d
16"
6-16d
6-16d
SIMPSC
w/ (22)
NAILS T
5/8" 0
THRU
BOLT
SIMPSC
w/ (22)
NAILS T
R TRUSS
'OP PLATE
1.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20 /
Plumbing HETAL20 INSTALLATION
Joist
When joists meet over wall, provide
1 3/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Backer block (12" wide min.)
Nail with 10-1 Od nails.
\Install tight to top flange.
A
\ Filler block.
Nail with
10-1 Od nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
14'-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger, doesn't meet
height
requirements
0.6 X Joist
o depth
I -JOISTS BUCKETS
N.T.S.
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
.oa
SIMPSON HETA20 / HETAL20
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
SIMPSON H10A (WHEN
w/ (18) 10d x 1 1/2" ° REQUIRED)
NAILS
UPLIFT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
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SLEEVE THRU FOOTING
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TYP. FND. PENETRATIONS
SCALE: N.T.S.
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L
SEE FND. PLN.
SIZE & REINF.
12" BELOW
GRADE
11
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE PLUMBING LINE
PENETRATION i
-- - - - - - - - - - - - - ----------
-----------------------
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SIZE & REINF.
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MAY 2 4 2022
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-
DETAILS
— (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH
12 TRUSS (SEE UPLIFT SCHED.) W/
(TYP') VARIES METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
SN1
ELEV. VARIES
INSULATION BAFFLE
ALUMINUM DRIP
EDGE
5/8" OR 1/2" HIGH
ALUMINUM FASCIA
STRENGTH CEILING
12"
2x SUB FASCIA
BOARD PER CODE (OR 5/8"
.N.O.
GYP. TYPE "X" @ GARAGE
EE SOFFIT
W/A HABITABLE ROOM
SHEET
ABOVE) W/DRYWALL
8"x8"X16" KNOCK -OUT
SCREWS @ 7" O.C.
BLOCK W/ 1#5 CONT.
CEILING & 8" O.C. WALLS
FILLED SOLID W/GROUT
INSULATION PER
CHART ON FLOOR
8" C.M.U. TYPICAL
PLAN
1x2 P.T. HORIZONTAL
TYPE "S" MORTAR
NAILER
STD. 90'HOOK (SEE DETAIL)
ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C.
(1) #5 VERT. IN FILL CELLS
1/2" GYPSUM WALLBOARD
(SEE FOUNDATION PLAN
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FOR LOCATIONS)
1x4 P.T. BASE NAILER
U)
31/4" BASEBOARD
u_
rr
MIN. 2500 PSI CONC. SLAB
a
MIN PSI MAY VARY PERLO
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4"x4" INSPECTION PORT AT
EACH FILLED CELL TYPICAL
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AT GARAGE, CONTRACTOR
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NOTE: EXTEND DECO FINISH
MODIFIED PROCTOR
III
I I III —III
—I I
I I I
4" to 6" BELOW GRADE
ASTM D1557)
(2) #5 REBAR CONT.
3" MIN.
CLR.
ON 3" CHAIRS TYP.
1'-4" (1 STORY)
STD. 90 HOOK
U.N.O.
4"
1'-8" (2 STORY)
(SEE DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" = V-0"
S3
OPT: DEPRESS SLAB 5 %"
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SEE A/S3 OR J/S6 --I I II 111111 i i11-I I I II I I111=
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V. 8" (2 STOR))
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 33
ADDITIONAL INFORMATION.
2x #2 SPF STUDS -
@16" O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE—\
(2) #5 CONT. ON 3"
CHAIRS (TYP.)
V 2x BLOCKING HORIZONTALLY@
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10'-0" (R302.11)
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SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
LOAD BEARING OR --
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SEE CC/S3 OR —�
G/S3 FOR ANCHOR
BOLT INFO.
(IF NO UP LIFT ON
WALL SEE GG/S3)
*SIMPSON SP1
w/ (10) 1Od NAILS
TYP.
MONO OR STEMWALL—
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT
SCALE: 3/4"=V-0"
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
3/8" MORTAR BETWEEN
SLAB & BLOCK
r�ri�vvu
5/8"OR 1/2" HIGH STRENGTH
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
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TOP PLATE
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(12) 10d NAILS
1/2" CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @
EDGES, AND @ 12" O.C. @ FIELD
5/8"° x 10" "J" BOLT @ 24" O.C. W/
2"°x3/16" PLATE WASHER (TYP.)
(ALT: 1/2"x12" TITEN HD @ 24"
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@ 24" O.C.) 2"
�31/2"MIN.
VF
R
00
TRUSS BOTTOM CHORD OR 2x4 #2 SPF
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
EACH END (WHEN PARALLEL)
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS.
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 1U-0" (R302.11)
INSULATION PER CHART ON FLOOR PLAN
SIMPSON SP1 w/ (10) 10d NAILS
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"SHEAR WALL" SCALE: 3/4"=V-0"
S3
L�
5/8"OR 1/2" HIGH STRENGTH '
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS
5/8"° x 10" "J" BOLT @ 24" O.C. w/
2"°0/16" PLATE WASHER (TYP.) —
(ALT: 1/2"x12" TITEN HD @ 24"
O.C. OR 5/8"x10' WEDGE ANCHOR
@ 24" O.C.)
"SIMILAR AT FOUNDATION ONLY"
IF NOTED, THIS REFERS TO THE
STEP, SIZE OF FOUNDATION AND
REINFORCEMENT AND WILL NOT
INCLUDE THE WALL
ATTACHMENTS
3 1/2" MIN.
00 IS(
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
1cM�N,°U5
8" C.M.U.
FORM SUBMITTED WITH PERMIT
°N
1"x P.T. STUD
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
APPLICATION
#5 VERT. IN FILLED CELL
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
N
LAYERS W/ TOTAL THICKNESS 7/8" OVER
5/8"x6" "J" BOLTS BOLT
5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16"
�°
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
@ 24" O.C. VERT. OR
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
K.O. BLOCK
5/8" x 6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W!
SIMPSON SP1 w/ (10) 1Od NAILS @ EA. STUD
(6) 1/4"x31/4" TAPCONS
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP [24" MIN. LAP]
#5 REINFORCING
SPACED EVENLY
FIBERMESH
WEEP SCREED INSTALLED
BAR —�
r'
2x P.T. PLATE
ASSUMED FINISHED
c
E
PER MFR INSTRUCTIONS
#3 OR #4 REINFORCING BAR
GRADE
A. ° ° '
z
#3 & #4 LAP SPLICE
GRACE40 MIN. Fy=40ksi
Z
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M p D
FINISH GRADE ao
25" MIN. LAP [30" MIN. LAP]
[GRADE 60 MIN. Fy= 60ksi]
00 6 MIL VAPOR BARRIER -III III D ° 11-III=III=I I =_ 00
#5 REINFORCING BAR R 1 7l8'
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II I I I I=4„ 1_4„
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]Il
-
FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
SLAB INFORMATION.
6x6W1.4xW1.4
31/2" WWF OR FIBERMESH
min.) 4"
d GRADE
00
_ _I=III=11=11 ==III • —1 1-1 f 1-1 1-1 1 1-1_
=III=III= ° -(1) #5 REBAR w/ OPT.
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MIN.
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SCALE:3/4"=V-0" S3
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SEE A/S3 OR J/S6 � I I I I 1 TTT � I, , I I 111
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STORY)
V-8" (2 STC RY)
GARAGE DOOR SLAB RECESSri
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
P.T. 2x 1/2" GYP. BD.
HOLD GYP. BD,
2",
1/2" FROM SLAB
0'-0" CONT. CONT. BEAD SEALANT
a INTERIOR
P
a`
a`
'ONCRETE NAILS W 1 1/2'
!MBEDMENT @ 12" O.C.
;TAGGERED, FROM BOTTOM
LATE TO CONCRETE
MIN. SHEAR 180# MIN.
ENSION 120#) CONCRETE SLAB
°
00 E - _
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BARRIER III —I I I11
2X STUDS @ 24" O.C. U.N.O.
el
GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
6x6W1.4xW1.4 c�
d WWF OR FIBERMESH (71)
e
4" 4"
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=1'-0"
K
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EACH END (WHEN PARALLEL)
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS.
—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
U.N.O.
—2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 1U-0" (R302.11)
—INSULATION PER CHART ON FLOOR PLAN
—SIMPSON SP1 w/ (10) 1Od NAILS
/2x P.T. BOTTOM PLATE
6x6W1.4xW1.4
' WWF OR FIBERMESH
"(min.) - 4" =1 11=1 I I I� ' I —III III 11
—III—I
-III i17,
I III-1 I I I=1 I T
1-1 I —III —III —III —I I —III-'
(2) #5 CONT. 4„ I i I —I i �,-I—I i I 8„
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP
SCALE: 3/4"=V-0"
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM1.
LU END OF 2" x PLATE
Uj D _...
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REBAR DETAILS
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SCALE: N.T.S.
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SEE ROOF PLAN
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
AT 24" O.C. MAX. X
CONNECTION INFO
SEE PLAN FOR
TOP OF BEAM
& LAYOUT DESIGN
SEE ROOF PLAN
(2) HTS20
FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
d 6 2x4 P.T.
PLATE
g o 7/16"
O.S.B.
COLUMN LOCATION
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
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ATTACHED PER NAILING
w
SCHEDULE
FF
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SEE PLAN FOR STRUCTURAL
g
w
COLUMN SIZE AND BASE
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CONNECTION INFO.
SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3" TAPCONS AT 8"
COLUMN TO PORCH SILLn-1 O.C.
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM TRIM PER PLAN
ATTACHMENTS
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
BRICK PAVERS or SLAB PER
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SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24 "
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6x6W1.4xW1.4
WWF OR FIBERMESH
I —I I I —I I IEET I I-
III III-1 1—I I—' r
(2) #5 CONT.—'
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8" 1'-4" Q„
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TYPICAL INTERIOR BEARING
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SCALE: 3/4"=V-0" S3
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M �
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SEEA/S3/J/S6 - I4; 1;1 8„
FOR REINF. INFO.
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SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS S.G.D. M
SCALE:3/4"=V-0" S3
CL MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS
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VIRTUAL REVIEW ASSIST B 202
Virtual Review Assist, Inc,
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for compliance with the 2020 FIBC 7t
Edition by Debra Anne Klhr PX30
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FOR HEADER (2) 2x HEADER TO SIT
CONNECTION i FLUSH TO THE OUTSIDE
i SEE PLAN FOR SIZE
2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
V EVENLY
HEADER FLUSH TO OUTSIDE OPTION
^OUBLE 2x TOP
PLATE
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2x HEADER
PER PLAN
VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. S4
12
\ (TYP) SEE ELEV.
I II
SIMPSON SP2 w/ (12) 10d II
NAILS AT EACH STUD
+*+
++'
CRICKET AS REQUIRED
II
II
SINGLE 2x CONT. BASE II
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10) 10d
NAILS AT EACH STUD •
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
(3) 10d TOENAILS T&B
AS REQ'D
—2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 10d NAIL
BLOCKING (TYP.)
L—ROOF TRUSS
PLIFT CONNECTOR (SEE SCHEDULE)
OISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA. EXTENSION.
SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
MIN. EXTENSION FROM
EXTERIOR FACE OF BLOCK
WALL IS 1 1/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
DRAIN
WALL CLEAN —OUT rA
SCALE: N.T.S. S4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW B
S4
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7
ro
rmm
I
� . • 0 • •
••
_
. • •- •
17
—lii'
ail'
■■III
Ill■■
Milli
■'!■III
lia■!■
■!Mill:
���■I■
�'IIII
IlII�'
■■lii
111■■
�'IIII
IIII�'
NOTES:
11 FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
\\�\ \\\\\EMEN\_olls
G
S4
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
\ \GARAGE DOOR TRACK
,13UALL: N.I ..5.
POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B
BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/8" 8" 7 5/8" 8" 7 5/8" 8"
❑ SOLID AREAS ARE ❑ ❑
❑ STEEL AND GROUT ❑ ❑
INTERIOR
WALL ❑ ❑ ❑
Ct DOOR OPENING DOOR OPENING
EXTERIOR ❑ ❑
WALL ❑ ❑ ❑
❑ ❑ ❑
1ST COURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRY LAYOUT rD
SCALE: N.T.S. SL�
SFFA �O�L
�N
2x CRIPPLES @ —�
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 w/ (6)
10d x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
10d NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING —
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2x6P.
J-BOLT
TRACK
BRACKET
rOP
a
IARAG E
IOOR
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK K
SCALE: N.T.S. S4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'-4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9' -16'
(3)
(4)
(2)
(4)
(2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl0" OR
GREATER HEADER
1
(2) 2x HEADER SEE PLAN
• INTERIOR HEADER:
S4
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
• EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
• OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 10d x 1 1/2" EACH
SIDE
2x STUDS TYP.
00
�R
SIMPSON HTT4 TYP.
OA
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S. SLI
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12
TRUSSES @ 24" O/C
(TYP.) SEE ELEV.
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIER
SIMPSON SP2 w/ (12) 10d
/ \ n/�•�
NAILS AT EACH STUD
! \ICI
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING (T )
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 w/ (8) 10dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
MAIN SPAN
MOISTURE BARRIER
ROOF TRUSS
UPLIFT CONNECTOR
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 90° HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY
WALL DETAIL
SIMPSON SIMPSON
0
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
SCALE: N.T.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 10d @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
• s�8„ SPLICE STAGGERED
ATTACH ALL J
EXTERIOR STUDS
W/ 1A) 16d TOENAILS
TO OP PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S. q
F= 2240 LBS Jet
SIMPSON C
SIMPSON SP4 SP2
TRANSOM FRAMING
P.T. SEE SECTION AA/S1
ATE AND BB/S1 FOR
ADDITIONAL DETAILS
SIMPSON
SP4
SIMPSON
SP2
.r
NAILED INTO
TRANSOM
FRAMING
RECESS
LINTEL
SIMPSON
SP1 SIMPSON
RECESS /-SIMPSON SP4
LINTEL
INTO
TRANSOM
FRAMING
SIMPSON
SP1
SIMPSON SIMPSC
SP4 SP4
FBLOCKING
RUSS BOTTOM CHORD OR 2x4
W/ 2-16d TOE NAILS
EACH END
W
U
rg U)
2x TOP PLATE
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NON —
BEARING WOOD FRAME WALL le j
SCALE: N.T.S. S4
SIMPSON SP4
�2X
TOP PLATE
OVERLAPPING
—10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
i (4565# SPF)
3 (5645# SPF)
i (6970#SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
t&NUT
'OXIED A.T.R.
t&NUT
DXIED A.T.R.
t&NUT
ROOF TRUSS ABOVE
2X BLOCKING
d 2X8 P.T. BOTTOM P ATE G'
5/8"x10" "J" BOLT @ 24" O.C. MAX.
C SIMPSON (MIN. (2) PER BOTTOM PLATE)
C
SP4
10 S
-(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 2'-0" Q.C.
MASONRY WALL
/— d NAIL @ 4 10d NAILS @ 6" O.C.
/ STAGGERED A
d . "/d a
° 2X8 P.T. BOTTOM
PLATE
D
5/8"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
STAGGERED
TRANSOM FRAMING
0 o BEYOND.
-PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD
0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING
& 8" O/C FIELD
S4
B
• SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
• SIMPSON SP2 w/ (12) 10d NAILS MASONRY
• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY R
SCALE: N.T.S. S4
MAY 2 4 2022
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and appr
for compliance with the 2020 FBC
Edition by Debra Angle Klahr PX2..
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STRUCTURAL
--
DETAILS
SIMPSON HGAMV
W/
(4)1/4"x1 1/2" SIDS
SCREWS
TO BLOCKING & (�
1 /4"x2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS) MAX, 9"
SEE STRUCTURAL NOTES AND NAILING TOENAIL w! UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS? IF >9" SEE 10/S6
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN.. FIRST 4 BAYS)
BACKNAIL w/ (2) 16d NAILS —�
45'±
2x4 #2 SYP BLK'G @ 16 O.C. w/ 2 16d NAILS EA. END.
MAX 9" SEE SCHEDULE [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1O/S6
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45' ±
SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO BRACE
SCHEDULE FOR
SHEATHING DETAIL
2Vx4 KICKER
2x8 SYP#2 "L" BRACE TO
APPROX. 8" FROM
@ 80 0/C.
EXTEND AT LEAST 90% OF
RIDGE FASTENED AT
"L" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
'
EACH JOINT W/ (3)
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
& (2)10d TOE NAILS @
@
.�
LENGTH (SEE TABLE)
RIDGE FASTENED AT
EA. END @ 48 O.C.
EACH JOINT w/ (3) 10d &
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
(2)10d TOE NAILS @ EA.
FROM LEDGER TO
SILL
'
1/2" CDX PLYWOOD OR
END
BLOCKING
7/16" OSB SHEATHING
ATTACHED W/ 10d
GYPSUM WALL BOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
CDX PLYWOOD OR 7l16"
'
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
OSB SHEATHING ATTACHED
1 OdX3" @ 3" 0!C
CORD ATTACHED W/ (2) 16d TOENAILS
w! 1Od NAILS @ 6 O.C.
31
IAhINTO
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
2"x6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S6
DOUBLE TOP PLATE
2x4 CROSS BRACE APPROX. 8"
FROM RIDGE FASTENED AT
EACH JOINT w/ (3) 10d & (2) 10d
TOE NAILS @ EA. END
2x FRAME WALL (SEE WALL
SECTION FOR SIZE & SPACING)
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
AND 12" O.C. FIELD
(2) 16d NAILS
2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
FASTEN WITH 10dx3 @ 4' O/C SPACED WEEP SCREED 1/2 x 8 J BOLT 48 O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
@ 48" O.C. BLOCKING, FASTEN WITH
SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS
MOISTURE BARRIER 10dx3" @ 4" 0/C
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
O.C. MAX W/ MIN, 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w! (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
1Odx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24"
1
GABLE WEB SECTION 2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
S5 EMBEDMENT IN KO BLOCK
SCALE: N.T.S. Srj
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16dNAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
REFER TO DETAIL J
N
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
N
�'
f
X-BRACiNG, AND TOP
SEE STRUCTURAL
CHORD BLOCKING
N
NOTES AND NAILING
INFORMATION
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w/
1
1
1/ "
(2) 16d NAILS
- WOOD TRUSSES
50
00
2"x4" CROSS BRACE
APPROX. 8" FROM
-2x4 RAT RUN BRACING
1
1 2"
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
EACH JOINT w/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
NAILS @ EA. END
ATTACHED W/ 2 -16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" 0/C FOR THE
(2) 16d NAILS
2x4 BLOCKING @ 24"
(D = 0.148 , L = 3") OR EQUAL
" " _ " "
(D = 0.207 , L = 4 1/2) OR EQUAL (D - 0.207 , L = 4 1/2) OR EQUAL
FIRST (4) ROWS OF
O/C w/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
�r r ne.rnre rr�Ai
reDn�� oc CunXnrnl MnD '�_DI vN
2x4 LEDGER (MATCH BOTTOM CHORD
SLOPE OF ADJACENT TRUSS)
SECTION 3
SCALE: N.T.S. S5
2x4 #2 SYP BLK'G @ 16 O.C. w/ 2 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING
DETAIL
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S6
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
"L" BRACE TO EXTEND
EACH JOINT w/ (3)
AT LEAST 90% OF WEB
10d & (2) 10d TOE
LENGTH'(SEE TABLE)
NAILS @ EA. END
GABLE TRUSS
2x4 PANEL BLOCKING
112" CDX PLYWOOD OR
@ 48" 0/C FOR THE
(2) 16d
7/16" OSB SHEATHING
FIRST (4) ROWS OF
NAILS
ATTACHED w/ 10d NAILS
TRUSSES FROM EA.
@6" O.C. EDGES AND 12"
END TYP. TOP &
O.C. FIELD
BOTTOM ATTACHED
W/ (2) 16d TOENAILS
2x4 "T' ON TOP OF PANEL
BLOCKING, FASTEN WITH
1Odx3" @ 4" O/C
SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SIDS SCREWS TO
TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C.
DBL. TOP PLATE
SIMPSON SP2 w/ (12) 1Od
NAILS AT EACH STUD
STUD WALL (SEE TYP. SEC.)
SECTION
4
SCALE: N.T.S.
S5
MAX. 9"
UNSUPPORTED, 8d @ 6"O/C
IF >9" SEE 10/S6 rWOOD TRUSSES
I I
"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1Od NAILS @ 6" O.C.
SIMPSON HGAMIOKTA w/ (4)
E ES AND 12" O.C. FIELD
1/4"x1 1/2" SIDS SCREWS TO
JACK TRUSS
BLOCKING & (4) 1/4"x2 3/4"
SEE PLAN FOR
TITEN TO CMU
CONNECTION
OF Inc L/iJ I L/1lv1lv/Y 11v1v i 2X4 "T" ON TOP OF PANEL)
BLOCKING FASTEN WITH L 2x4 BLOCKING W/ ..:'
EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARI G LOCATION D B.U.G., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9
SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0"���5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8
ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. S5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS) TOENAIL
(2)16d NA
(2) 16d PER
JOINT
L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL J
SCALE: N.T.S. S5
12"
SEE RSH SCHEDULE
FOR ATTACHMENT
2X4 #2 SYP BLK'G @ 16" O.C.
(2) 10d x 0.131"
TOENAILS EA. SIDE
CONT. 2x4 #2 SYP w/ 1 Od
XO. 131 " @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL ri 0
SCALE: N.T.S. SJ
vviv r . u�rr wvu
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
OVERLAP TRUSS BRACING
PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6 OVERLAP
WOOD TRUSSES
r iI I
MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL M
SCALE: N.T.S. S5
"L" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
•
z
W
\-BRACING w/ (3) 10d x 3" AT =
EACH CONN. @ 24" O/C
\-MOISTURE BARRIER
-BOND BEAM
-MASONRY WALL
ARCHITECTURAL FINISH i
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
"L" BRACE
24"
0'0" - T-O"
T-O" - 6'-0"
6-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
TO PLATES (TYP:)
STUDS @ 16" O.C.
GABLE END BRACING DETAIL SCALE:3/4"=1'.0"
MEAN WALL HEIGHT UP TO 30'-0 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
TRUSS
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
V n
2x4 BLOCKING 2X47"
BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL 5
SCALE: N.T.S. S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED 16d NAIL
W/ 10d NAILS @ 4" O.C.
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING DETAIL 6
SCALE: N.T.S. S5
DIAPHRAGM
BLOCKING @
48" 0/G GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" rrI " BRACE J
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S. S5
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
NOTE: ZTOP CHORD 2x4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 1-6" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
IVILZM4 MALL nC1l7n 1 UI- 1 V QV -V - a7GC J 1 nUli I UfVAL N%J I CJ p*pg qf�
p�8®SA2 FOR WIND SPEED SPECIFICATION MAY 2 6A.
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review c rnpieted and a ppr
for compliance With Anne lah®PX� q0
Edition by Debra An
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STRUCTURAL
DETAILS
12
I
INSULATION —
BAFFLE
INSULATION PER -
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 1 3/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WB
DOUBLE 2x S.P.F. TOP PLATE
(2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS
WOOD TRUSS @ 24"
O.C. MAX. SHINGLE ROOF
-SHINGLE ROOF
15/32" CDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
SCHEDULE ON SHT SN1)
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE SOFFIT SHEET
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
1x2 NAILER
J w PLYWOOD SHEATHING
J
2X BLOCKING @ EA. WALL
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
FOR MORE INFO
=
W
W
16" O.C. 2X S.P.F. STUDS
W/ (4) 16d TOENAILS TO TOP PLATE
O U)
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
J
=)w
LAYER 1/8"THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
LL =
INSULATION PER
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000
B R
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE
S6 S6
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
METAL SEAT
PER PLAN 0
OR FELT
PAPER FOR
MOISTURE
°.A
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8' O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN -�
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
v
c
E
CV
M I I9
6x6 W1.4xW1.4�
WWF OR FIBERM
1x WD FURRING @ 24" 0.'
BASEBOARD
MIN. 2500 PSI CONC. SLAI
MIN. PSI MAY VARY PER
MUNICIPALITY
d
A °
STD. 90 T1OOK (SEE DETAIL)
8"x8"X16" CONC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
M
LLLIJ
v 4"x4" INSPECTION PORT AT
0 EACH FILL CELL TYPICAL
w
%•
0-
a AT GARAGE CONTRACTOR
LO
ON
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
411to 6" BELOW GRADE
d a
. A ad A
FINISH GRADE 00
o0
—_—
° `'=I
°.A °
_— . _
I I —I � . _
I I I I I I I I I
III 111� \—STD. 90`HOOK
(3) # 5 REBAR ON 3" CHAIR "—"' (SEE DETAIL)
W/3" MIN. CLEARANCE 4" 1'-8"
TYP 2-STORY WALL SECTION
SCALE:3/4"=V-0" S6
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO
STUDi
2nd FLOOR W,
BEAM/GIRDER
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL_ /
BAND JOIST V\
*SIMPSON LTP4 w/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL—
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1 ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
FLOOR TRUSS
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
FEND SHEATHING TO
)F BEAM OR GIRDER
ITE W/
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" O.C.
NOTES: USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAN D
JOIST FOR
SHEAR WALL
ONLY.
'IT" CORNER
TYPICAL "T" AND CORNER
DETAILS rN
SCALE: N.T.S. S6
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
SEE FRAMING WEEP SCREED
PLAN INSTALLED PER MANUF.
2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2"
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS
END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT
END INTO 2"x4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION R
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 1
2"x BOT. PLATE
(2) 10d @ 6" 0.0
PRE-ENGINEE
FLOOR TRUS:
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 10dx1 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
FLOOR CONNECTION B
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6
FOR ADDITIONAL INFORMATION.
RIBBONS
DETAIL FLOOR TRUSS o
SCALE: 1 1/2"=V-0" S6
NOTE: SEE TYPICAL WALL
SECTION C/S3 FOR
ADDITIONAL INFORMATION
(1) ROW OF 2x BLOCKING @ MID
HGT. FOR WALL HGT.:5 8'-611. (2)
ROWS OF 2x BLOCKING @ 3rd
PTS FOR WALL HGT. > 8'-6"
SIMPSON SP1 w/ (10) 10d
NAILS AT EA. STUD
2 x STUDS @ 16" O.C.
2X P.T. PLATE
SEE SHEATHING
SPECS ON FLOOR
•1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/
2"DIA.X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN.
TYPICAL TENSION 2600#.)
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
A
l �. a '• v A.
a
°'
i iaA 10
I I IiI I l I=
III=1=1 I I —I I 1-1 I I —III —I 11- (3) #5 CONT. ON 3"
III III —III —I � I —I � I
8" 1'-8" 8" CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2-STORY FRAME SECTION rS
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
ADDITIONAL SLAB INFORMATION.
B
15/32' OSB
EXPOSUREI
SHEATHING
x
x
PROVIDE
BLOCKING AS
REQUIRED PER
j
o SECTION X-X IF
NOT FULL
F HEIGHT SHEET -
CIO
K
G
FLOOR
SYST M
(2)- 2x TOP PLATE
f BEYOND I
15/32" OSB
EXPOSUREI
F
SHEATHING w
SOLID 2x C0
C
BLOCKING @ ALL
C
SHEATHING N
EDGES (SEE
OPENING
SECTION X-X
IL U
C
d
x
�W
I
I.-
_x
E
2x STUDS w
BEYOND. �
SEE PLAN o
O
V)
I \--2x4 P.T. BASE
2x RIBBON OR VERTICAL a HORIZONTAL PLATE BEYOND
BLOCKING SEE PLAN
BETWEEN FLOOR WALL SHEATHING
SYSTEM IAiAI I rI r%/A"^Kl r'%[A^r'tAAA
318" "S" = NAIL sits
SPACING
4
3/4" S 1/2"
1 /2"
S 1f2"
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FLITCH PLATE TO w/ (2)12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS @ 3" O.C.
STAGGERED FOR SHEATHING
VERTICAL BLOCKING
SECTION X-X
ram/
sFF �ow
N
2x CRIPPLES @ -
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x —
CRIPPLE STUD
TYPICAL (U.N.O.)
oxTFR\
�R
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
o
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
w
PENETRATE SURFACE MORE THAN Y".
V)
V)
?
OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
O
C NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
LL =
NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL.
O
OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
=n
OESTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
w/ 8d COMMON NAIL
J
w LL ¢ O
O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
> ¢ O iw
W/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
¢ 0U)
7)) F i LL
OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
U) w O O ~
MEMBER IF GABLE END
W
c 0 LL
FOR WALL SHEATHING MUST BE MIN.131"X 21/2"
EINOTE:S
T OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
CE MORE THAN 1/8".
C WALL SHEATHING INSTALL.
S6 & NAILING SCHED.
REVISION 12-7-2020
S4
BOX HEADER
ONLY
SEE PLAN FOR REQUIRED--�
CONNECTIONS
LOAD BEARING/EXTERIOR FRAME
WALL HEADER DETAIL
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED @ 12" O/C FOR
2"x10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
•• INTERIOR HEADER:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
• EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
• OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS /
(2) ROWS OF 2x BLOCKING
AT THIRD POINTS
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W/ 6x6 W1.4xW1.4
WWF OR FIBERMESH
,C
E
. • a. ': •d a .. d . q
d . °
•'
CV.a
.� • �' • '.
A A° n
JE
-I
—iTi
I —I
i A
n a'• •.
M
S6
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
SIMPSON
EA END
EA END
EA END
EA END
1'-4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'-9'
(2)
3)
(2)
(2)
(1) LSTA30
9'-16'
(3)
(3)
(2)
(3)
1 (2) LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 118" THICK.
SIMPSON SP1 w/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
00
FINISH GRADE
00
o z r
I —I I r
(3) # 5 REBAR ON 3" CHAIR — 14" V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
@ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
SAY 2 4 2022
V
S6VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and ap v �d
for compliance With the 2020 FBC 7th
Edition by Debra Anne Klahr PX2000
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STRUCTURAL
DETAILS - MONO
El
DOOR JAMB (REFER 1x4 1/2" DRYWALL
DOOR JAMB (REFER
1x4 1/2" DRYWALL
DOOR JAMB (REFER
TO PRODUCT
1x4 1/2" DRYWALL
TO PRODUCT
P.T.
TO PRODUCT
APPROVAL FOR CONN.
APPROVAL FOR CONN.
APPROVAL FOR CONN.
1x4
1 X 4
3-1/4" LONG X 3/16"QJ
1x4 P.T.
FURRING
3116"0 X 3" LONG
TAPCONS
FURRING
(2) ROWS 3/16" x 3-1/2"'
FURRING
TAPCON. INTO
STAGGERED @ 16"
1x8 P.T.
TAPCON @ 16" O.C. & 4"
FROM EACH END w/ MIN.
2X8
1X8
BLOCK@ SPACING „
PER MANUFACTURE 1
DETAIL
O.C. 2-ROWS INTO
2" EDGE DIST. ATTACH
MASONRY THROUGH 1-1 /2" DETAIL
1x8 w/ (2) ROWS 8d NALS
��
3 DETAI L
1x4 P.T. & 1x8 P.T.
STAGGERED @ 12"O.C.
3l16" x 3 -1/2"
ix4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
APPROVAL FOR CONN.
1x4 1/2" DRYWALL
DOOR JAMB (REFER
EACH END W/ MIN.
TO PRODUCT
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16"
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
x 3-1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
1x4
TAPCON @ 16" O.C. &
END w/ MIN. 2" EDGE DIST.
FURRING
4" FROM EACH END w/
2x8 P.T.
ATTACH SECOND PLY w/
2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 10dx3"
2x8
2x DETAIL
2 1/4"
DETAIL
STAGGERED @ 12" O.C.
3-1/4" DETAIL
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc
SCALE: N.T.S. SS
2x8 P.T. BUCK -CONNECT TO BLOCK —
W! 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTO BLK.) 1/4" MAX
1 X 4 FURRING I n SOLID BLKG. AT TOP BTWN.
BLOCK HEADER I ARCH BLKG. &BUCK
1/2" DRYWALL
ill
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W! 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER jj�
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL J
SCALE: N.T.S. SS
SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
�— 2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4' MAX. RAD.
2
x 8 BUCK -CONNECT TO BLOCK SECTION
WITH
1/4" x 31/4" TAPCON (1 1/4" MIN. B-B
1/4" MAX EMBEDMENT INTO K.)
2'-0" p u
O
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 3 VERT. W/ (2) 10d
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK
(NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
7/16"
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW
ANCHOR INTO ARCH BLKG.
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
B-B
ARCH DETAIL rK
SCALE: N.T.S. SS
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
4' MAX. RAD.
PROPER INSTALLATION MAx.B
FILL SOLID
BOTH CELLS
#5 REBj
(TYP,)
STD. 90'
HOOK (1
r) LP
f
V�
±5A
NOTCH WEB AT
FIRST 2 COURSI
,AF'AU1 I Y = 25U5 iF FUK 1 5 I KAF'
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) 12d NAILS SIMPSON
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS,) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
* PRESS PANEL REINFORCING INTO PLACE.
„
6 MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE NOTE:
REMAIN FREE OF MORTAR.
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS,
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING,
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY rL
SCALE: 3/4" = V-0" SS
(1) #5 BARS CONT.
TOP WITH MIN. 3"
COVER
GRADE
M - Z
r �
-9
°
D D 47
p A
g ' 1E
a
P
°
°
p
•D "
D --,—(2) #5 REBAR. MIN. 3"
16" MIN. COVER EA. WAY
Of
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-0"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
i
i
`— FILLED CELL PER
FOUNDATION PLAN
R
YP.)
rHE
S
I IAIA(`(`CDTADI C IAICTAI I TlrlKI
FILLED CELL INSTALLATION rH
SCALE: N.T.S. Ss
,SEE ARCH F LA-N AI+iE;,..
PRF Ftgk7 TR SS DESI;'N
E T:I"mm'I 'VO «4 L L Ta-"r I'E
IERILA1 I
I I
FASTENED: "TENED PEF, l
NOTE 2 E+EI.!Gw.lA"
€ N,Id �x4NAILEDT€"'I
F;L01__",KINtl., w e; 2-12J: NI, II
Zx SUB FA CL 14
ALUM IDR;IP EDGIE
ALUM FASCIA
- 1" TRIM PAINTED
SS NAIL +w/ 5/1 " HEAD
IA r 2z +'
d_ I_.NT VENTED OIL ' OUID SOFFIT
2 F 1 Of I"IC" 1 NAILED TO TOP
CHORD EVERY 0THEk TRI 11,E
3-12d ANA LS. T iP. ("ii
G_C It 3UILD h: TOE' ER'IF "`"'PP+1;Y'VIDE. SOFFIT MATERIAL SPAN CAPACiTIEa EASED
ON I'HdI Dtti!GN PRE S RE',%SPEL,'IFILED FI:R COMPONENTS AND LXADDINGI
L� D IN THE DESIGN :°:RITERIA 0,N SHEET SN
Fri R „FFIT ATTACHN1F1"ll"FAT VV I I,P&:-R AI r"HA, AIIJPA. INC. FL# I",544 f- fi FL
P .°I I I.Ii;L"T APPI r F C ANNEL l-A" .,TEINIIED TES_
Il11i_li' I° T I I.IL .3 • sl,. i 2'�f i 1 r I1uF. EP#1iEEEaIIEI I
w�rl"(D00 xy l(3) 115 GA &4 x 1f4" CRc-ANNN STAP LES @ 24" I'IA . OD C. IN OIAI ON1DI E
PATTERN
'-;I-08 sti' I S' -art. ?U4 x'1! C.RC ;i°' N S 3.+'kP a1 FACH (_,R XYVE
STRUCTURAL SOFFIT
m€L:ALE :,-1'4-1r (.MS)FOI ALt IIIFII.I _ ;F IT. WITH SPANS
u
:' r. E= 26,11 I'-4 P-11 TAILL I' Iu-AN B1 I w -Xft4 PFR
/ THE SLOFF111 F- PA .NSIA LATrlONI I� Ri I-ERIA
f
'REFER TO THE PRODUCT APPROVALFOR INSTALLATION EIIET.AILS."
/ 2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-6"
* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
X (2) 10d NAILS @ 8" O.C.
O�FRyyN TO TRUSS TOP CHORD
+ + �FNGTy PLYWOOD SHEATHING
+ + }
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
F.F.
+
+ + 7
BLOCKING AS
+ REQUIRED
TO SUPPORT
+ SOFFIT
+ +
2X4 SYP ` ®5ZI +
EACH TRUSS
CONNECTOR
SEE LINTEL
SCHED.
7
PRECAST LINTEL
X.
2X2 #2 P.T. MIN. SEE ELEVATION
FOR OVER HANG
W/J-CHANNEL SECURED (MAX. 4'-011)
@24" O.C. FASTENED TO
CMU W/ 3" LONG T-NAILS @
24" O.C.
SECTION @ ROOF EXTENSION M
SCALE: 3/4" = T-0" SS
SIMPSON HTT4 w/ (18) 10d x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MI.
MSTAM STRAP
SCAI F- 3/4
QCC QLJCCT Ill AAII'l
z
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2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
3/4" PLYWOOD DECKING GLUED —
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
r-2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
- SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/41 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1AN2 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL 1 st 4 COURSES
SOLID W/GROUT
e.
A:
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
.:4 .
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
11-011 51-0"
SCALE: N.T.S.
° .. D .. #5 BAR
p 1'0" CENTERED W/ Qg
D ' . C • ..op .- 9 FI IN TOP c
_ D .0 KNOCKOUT /
CHAIR BLOCK
MONO FOOTING
SIZE AND REINF. PER PLAN —I °
AND SECTION DETAILS -I
_1 0
CLEAN FILL
DIRT z
STANDARD o
P 9� HOOK Cal
#5 BAR IN
FILLED CELL
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING REINF. AND STEMWALL
SECTIONN DDETAETAILS
SCALE: 3/4" =1 `-0"
OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM,
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
#5x6' EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6' EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
//1\ llC__/�1 IAI -1l1A 1/1
SAW CUT
EXISTING FOOTING A SECTION
1 SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
MAY 2 4 202
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and pp owed
for compliance With the 2020 F C 7th
Edition by Debra Anne Klahr PX2300
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STRUCTURAL
DETAILS - RETRO FIT
I
SCALE: ;' = 1'-0"
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
\ 0"
VVNLL
SE
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
0
3YP CUT TO FIT
aRS IN WALL
2x12 SYP
BEARS IN WALL
2x6 SYP /
2x4 PT NOTCHED INTO STRINGER---',
AND NAILED TO FLOOR WITH GLUE
AT STRINGER CONTACT POINTS
E W "A"
SCALE: 1" = 1'-0"
E
I PT NOTCHED INTO STRINGER
D NAILED TO FLOOR WITH GLU
STRINGER CONTACT POINTS
CTION VIEW"D"
SCALE: 1" = 1'-0"
PLYWOOD
2x SYP CUT TO FIT
BEARS IN WALL
2x12 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1" = 1'-0"
ER
)ED
]LED
SECTION D-D
SCALE: 1" = V-0"
0
C•3?11111111
ALIGN THIS STUD WITH
FACE OF 2ND RISER
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
(14) 10d x 1 1/2" NAILS)
SECTION VIEW "Bit
SCALE: 1" = 1'-0"
THIS STUD WITH FACE OF 2nd RISER
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
(14) 10d x 1 1/2" NAILS)
SECTION VIEW "Ell
SCALE: 1" = 1'-0"
3/4 PLYWOOD I I 314
3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK --- O�
MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING
AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED
BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP /
NAILED TO STRINGER FRAMING (SIMPSON MTS12 w/ F
(14) 10d x 1 1/2" NAILS)
2x4 DRAFT 2x12 2x4
STOP TREAD ST(
2x12 TREAD GLUED
GLUED AND AND
NAILED NAILE
2x4
2x 2x
DR FT ST P DR FT S P
2x4 PT NOTCHED INTO A 2x4 PT NOTCHED INTO
STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLUE NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS
STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER
POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING
E FOR DRYWALL SPACING B
H
H SECTION VIEW E SECTION VIEW
SCALE:' = 1'-0" _ SCALE:' = 1'-0"
-3/4" RISER CUT TO FIT
MAINTAIN BETWEEN a'
AND 1' GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER —�
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
2x4 DRAFT RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
BLOCKING FOR 2x12
PT UNDER 2x12
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ J" X
2 a' TAPCONS @ MAX. 32" O.C.
- 1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
-2x8 SYP DRYWALL STOP
MUST NOT TOUCH
STRINGERS
2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
G.1
TOP OF
STRINGER
G
SIMPSON A35
OR LSC EACH
STRINGER
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER [SIDE) TO BOTTOM EDGE OF 2x12
1 STRINGER
/ PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ q X
2 4" TAPCONS @ MAX. 32" O.C.
—1x4 GLUED AND
NAILED TO STRINGER
SECTION VIEW licit
SCALE: 1" = 1'-0"
FLOOR TRUSS OR CONN. TO BOTTOM -
GIRDER, FIELD VERIFY OF NEWEL POST
PER CONTRACTOR
(2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING
OSB OR PLYWOOD BELOW ALL NEWEL POST
OR 1 3"X16" LVL FROM JOIST TO JOIST. USE
ATTACHED W! 12d NAILS 2 X 12 BLOCKS, GLUED AND
@ 6" O.C. TOP, BOTTOM NAILED TO JOIST.
AND VERT.
NEWEL POST
SECTION VIEW "G" BLOCKING
SCALE: 1" = 1'-0"
J 1 /-XI Ix UUIV0 1 KUU 11UN UC I /AI LO
(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED
SCALE: 1" = 1'-0"
JOINT
-TO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
JD NAILED TO
WALL BELOW
JOINT
-TO
)ISTS)
PSON
10d x'
u
NEWEL POST LET INTO
THE BLOCK
PROVIDE
BLOCKING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
TRUSSES
ECTION VIEW "Hit
SCALE: 1" = V-0"
VIRTUAL REVIEW ASSIST
Virtual
Review completed and approved
for compliance wit1h the #; FBC
EditionDebra- Klahr PX2300
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STAIR DETAILS
I
ENGINEERING
SPECIFICATIONS
PRODUCT DESCRIPTION
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
MATERIALS
• F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH
• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI
• F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60
• GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/321NCH WIRE PER ASTM A510
• MORTAR PER ASTM C270 TYPE M OR S
GENERAL NOTES
1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
2. SHORE FILLED LINTELS AS REQUIRED.
3. INSTALLATION OF LINTEL MUST COMPLY WITH
ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS.
4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG
NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL
REINFORCING AND GROUTING,
5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL
DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A
NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE
BOTTOM OF LINTEL CAVITY.
7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE
BOTTOM STEEL FOR MECHANICAL ANCHORAGE.
SAFE LOAD TABLE NOTES
1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING.
EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED
BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES.
2. N.R. = NOT RATED.
3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD.
4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR.
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE
DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY
ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8"
LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE
SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING
MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT.
8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN
LIEU OF CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI
318 AND ACI 530
10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05
AND 03-0605.04
11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR
CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO
APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED
COATING.
12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR
UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR
THE COMBINED LOADING WITH THE FOLLOWING EQUATION:
APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD � 1.0
SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD
8. FOR COMPOSITE'LINTEL HEIGHTS NOT SHOWN, USE SAFE
LOAD FROM NEXT LOWER HEIGHT.
9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM
NEXT LONGEST LENGTH.
10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN.
12. THE NUMBER IN THE PARENTHESIS INDICATES THE
PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR.
EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD =
6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
For Gravity, Uplift & Lateral Loads
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
CAST-CR/T!
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8U8
8F8-08
81`12.013
81`16-013
81`20.013
81`24-013
81`28-013
8F32-013
8F8-1B
8F12-18
8F16.113
81`20-1B
81`24.113
81`28-16
8F32-113
2'-10" (34") PRECAST
2231
3069
4605
6113
7547
8974
10394
11809
3069
4605
6113
7547
8974
10394
11809
3'-6" (42") PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3069
1 4605
6113
1 7547
8974
1 10394
11809
4'-0" (48") PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
2693
4605
6113
7547
8974
10394
11809
4'-6" (54") PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
2189
4375
6113
7547(7).8672
10294
11809
5' 4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
1E63
1 3090
5365
1 7547 36
7342 19
8733 19
10127 19
5'-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168 45
6036 19
7181 19
8328 20
6-6" (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
10394 37
8825 14
7'-6" (90") PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467 44
6472 15
9'4" (112") PRECAST
554
699
1160
1625
2564
3486
2818
3302
752
1245
1843
2564
3486
4705 37
6390 47
10'-6" (126") PRECAST
475
535
890
1247
2093
2777
2163
2536
643
1052
1533
2093
2781
3643 38
4754 45
11'4' (136") PRECAST
362
582
945
1366
1846
2423
3127
4006
582
945
1366
1846
2423
3127
4006
12'-0" (144") PRECAST
337
540
873
1254
1684
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13-4' (160") PRECAST
296
471
755
1075
1428
1838
2316
2883
471
755
1075
1428
1838
2316
2883
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002
1326
1697
2127
2630
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
164" (184") PRESTRESSED
N R.
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2058
2320
2513
17'-4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR300
1 548
950
1326
1609
1849
2047
19'-4" (232") PRESTRESSED
N R.
NR
NR
NR
NR
NR
NR
NR
235
420
750
1037
1282
1515
1716
21'-4" (256") PRESTRESSED
MR.
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
1468
22'-0" (264") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
165
1 315
550
784
1047
1285
1399
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
129
250
450
654
884
1092 1
1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAST-CRrn
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-0B
8RF14-OB
8RF18-OB
8RF22-OB
BRF26.OB
8RF30-OB
8RF6-1B
8RF10-1B
8RF14-1B
8RF18-113
8RF22-1B
8RF-26.18
6RF30-1B
4'-4" (52") PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1891
3699
5206
6639
8060
9479
10893
4'-6" (54") PRECAST
1494
1596
3063
2992
3968
4946
5924
6904
1756
1 3699
5206
1 6639
8060
1 9479
10893
5'-8" (68") PRECAST
866
920
1770
1716
2277
2839
3402
3966
1167
2481
4567
6389
8060 34
791719
9311 19
5'-10" (70") PRECAST
810
859
1653
1600
2124
2649
3174
3700
1113
2342
4242
6639 10
8060 39
7402 19
8706 19
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
9448
7360
901
1825
3120
5048
7915
9479
10893 32
7'-6" (90") PRECAST
669
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
8998 19
10893 48
9'-8" (116") PRECAST
411
466
999
1568
2253
3129
4091
3146
_F91
526
999
1568
2253
3129
4150
47
(#) THE NUMBERS IN PARENTHESIS ARE PERCEN i REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
■-
C,�,tiCR�
SAFE LOAD
PLF
TYPE
LENGTH
8U8
8F8
REINF.
CMU*
Z-10" (34") PRECAST
1293
1642
2135
(42") PRECAST
1025
1024
1830
4'-0" (48") PRECAST
765
763
1365
4'-6" (54") PRECAST
592
591
1057
64" (64") PRECAST
411
411
734
5'-10" (70") PRECAST
340
339
607
6-6" (78") PRECAST
507
721
483
T-6" (90") PRECAST
424
534
357
9'-4" (112") PRECAST
326
512
227
1 U-6" (126") PRECAST
284
401
178
11'-4" (136") PRECAST
260
452
152
12'-0" (144") PRECAST
244
402
135
13'-4" (160") PRECAST
217
324
109
14'-0" (168") PRECAST
205
293
98
14'-8" (176") PRESTRESSED
N.R.
284
89
164" (184") PRESTRESSED
N.R.
259
82
17'-4" (208") PRESTRESSED
N.R.
194
63
19'-4" (232") PRESTRESSED
N.R.
148
51
21'4" (256") PRESTRESSED
N.R.
125
42
22'-0" (264") PRESTRESSED
N.R.
116
39
24'-0" (288") PRESTRESSED
N.R.
91
33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAST-CR�7+�
■�
SAFE LOAD
PLF
LENGTH TYPE
8RU6
8RF6
CMU*
4-4' (52") PRECAST
758
757
1365
4'-6" (54") PRECAST
694
693
1249
5'-8" (68") PRECAST
408
407
734
5'-10" (70") PRECAST
382
381
687
6-8" (80") PRECAST
595
788
510
T-6" (90") PRECAST
509
674
393
9'-8" (116") PRECAST
370
490
227
* SEE NOTE 18
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
C_ .-_ `/R!T!
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
BF8.1T
8F12-1T
8F16.1T
8F20.1T
81`24-1T
8F28-1T
81`32.1T
8F8-2T
8F12-2T
8F16.2T
8F20-2T
8F24.2T
8F28-2T
BF32.2T
2'-10" (34") PRECAST
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
9608
3-6" (42") PRECAST
1569
2524
3547
4569
5591
6613
7636
1569
2524
3547
4569
5591
1 6613
7636
4'-0" (48") PRECAST
1363
2192
3079
3966
4853
5740
6627
1363
2192
3079
3966
4853
5740
6627
4'-6" (54") PRECAST
1207
1940
2724
3508
4292
5077
5861
1207
1 1940
2724
3508
4292
5077
5861
5'-4" (64") PRECAST
1016
1632
2290
2949
3607
4265
4924
1016
1632
2290
2949
3607
4265
4924
5'-10" (70") PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3897
4498
6'-6" (78") PRECAST
83512
1340
1880
2419
2959
3498
4038
835
1340
1880
2419
2959
3498
4038
T-6" (90") PRECAST
727 23
1021
1634 12
210 11
2571 10
3039 10
3508 9
727
1166
1634
2102
2571
3039
3508
9'-4" (112") PRECAST
591
680
113 15
147115
181 15
2152 16
2494 15
591
851
1326
1705
2084
2463
2842
10'-6" (126") PRECAST
530
552
91415
118 15
1458 15
1732 15
2007 15
530
686
1183
1526
1865
2204
2544
11'-4" (136") PRECAST
474
485
79815
1034 15
1272 15
1510 15
1749 15
494
599
1028
1422
1738
2053
2369
12'-0" (144") PRECAST
470 9
441
723 14
936 14
1151 15
1366 15
1582 15
470
1 543
928
1349
1649
1948
1 2247
13'-4" (160") PRECAST
41815
373
606 14
783 14
962 14
1141 14
1321 14
428
455
770
1145
1444
1718
1993
14'-0" (168") PRECAST
384 15
346
559 14
723 14
887 14
1052 14
1218 14
410
420
709
1050
1434 8
1694 8
1954 7
14'-8" (176") PRESTRESSED
239
323
519 13
671 13
823 13
976 14
1129 14
246
390
655
1 968
1324 8
162 11
187411
16-4" (184") PRESTRESSED
224
302
485 13
626 13
767 13
909 13
1052 13
230
364
609
897
1224 8
1562 14
1801 14
17'-4" (208") PRESTRESSED
187
255
404 12
520 12
637 12
754 12
872 12
192
303
500
732
993 8
1268 14
1470 14
19'-4" (232") PRESTRESSED
162
222
34711
44611
546 12
646 12
74612
166
261
424
1 616
831 8
105714
122514
21'-4" (256") PRESTRESSED
142
198
30611
39311
48011
56711
65411
142
230
369
531
713 7
903 13
1046 13
22'-0" (264") PRESTRESSED
137
192
295 10
37811
461 10
54511
62911
137
221
354
508
681 7
86113
99713
24'-0" (288") PRESTRESSED
124
175
L267 10
341 10
416 10
491 10
566 10
124
200 1
316 1
450
600 7
75612
875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAST-CRm
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6.1T
8RF10-IT
8RF14.1T
BRF18.IT
8RF22.1T
8RF26-IT
8RF30.1T
8RF6-2T
8RF10-2T
8RF14-2T
BRF18-2T
8RF22.2T
8RF26.2T
8RF30.2T
4'-4" (52") PRECAST
905
1748
2635
-3522
4409
5296
6183
905
1748
2635
3522
4409
5296
6183
4'-6" (54") PRECAST
867
1675
2525
3374
4224
5074
5924
867
1 1675
2525
3374
4224
5074
5924
5'-8" (68") PRECAST
675
1301
1960
2618
3277
3935
4594
675
1301
1960
2618
3277
3935
4594
5'-10" (70") PRECAST
655
1262
1900
, 2538
3176
3815
4453
655
1262
1900
2538
3176
3815
4453
6-8" (80") PRECAST
570
1012
1651
2204
2758
3312
3865
570
1 1097
1651
2204
2758
3312
3865
T-6" (90") PRECAST
506
797
1462 8
1952 7
2442 6
2931 6
3257
506
967
1462
1952
2442
2931
3421
9'-8" (116") PRECAST
395
491
93112
1301 15
1640 15
1980 15
2322 16
395
589
1 1135 1
1514
1 1893
2272
1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION AT ALL LOCATIONS
UNLESS NOTED OTHERWISE AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
% y__
y
> D o ° D
0 C C C
8F16-1 B/OT 81716-1 B/1 T 8RF14-1 B/0T 8F8-1 B
4
Q C
> °D
°D
O C
0.
D
°D
C C
8F12-0B/1T
4
C C
L
0
8" PRECAST LINTEL W/ (1) #5 HOR CONT
J
BAR & (2) COURSES OF 8' K.O. BLOCKS
W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN, (1) REQ'D
°1� Q 1-1/2" CLEAR
C.M.U.
(n (n X L G
X: C/) °
a w I" CO #5 REBAR AT
WU W�(n a
O W U:-; 2 J
O W O O o W °. BOTTOM MIN. (1)
IrQpaWz REQ'D
Q d J W -�
z - • W Q W F16 GAUGE
W L.° POWERS STEEL
r- z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING, REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
U
Q
00
z=
O
zLLI
O C
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
C.M.U.
GROUT
-#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-518" PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1T
NOMINAL WIDTH- I QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
O
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March 29, 2022
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J
STRUCTURAL
DETAILS B
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8"x 8" LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
UNFILLED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
GRAVITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (2)#5U
DETAIL'A'
DETAIL'B'
DETAIL'C'
(1)#5L (1)#5U
DETAIL'D'
DETAIL'B' &'C'
2'-10"
V-6"
PRECAST
2 D4.5 WIRE
2 No.3
6740
9462
9462
10000
10000
3'-6"
7-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
2912
5318
5318
5114
5114
4'4'
7-8"
PRECAST
(2) D4.5 WIRE
2 No.3
2038
3722
3722
3598
3598
4'-6"
3-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
1566
2859
2859
2772
2772
4'-8"
34'
PRECAST
(2) D4.5 WIRE
2 No.3
1453
2654
2654
2574
2574
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
1127
2013
2013
2000
2000
5-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No. 3
964
1636
1636
1712
1712
64'
5'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
796
1454
1454
1435
1435
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
639
1167
1167
1152
1152
7'-8"
64"
PRECAST
(2) D4.5 WIRE
2 No. 4
619
1130
1130
1115
1115
8'-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
581
1062
1062
1048
1048
64"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
548
1 1001
1001
979
988
9'4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
853
853
759
843
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
727
727
582
718
11'4'
10'-0"
PRECAST
(2) No.3
2 No.5
M329
649
649
489
649
12'-0"
10'-8"
PRECAST
(2) No.3
2 No.S
602
602
430
602
12'-6"
11'-2"
PRECAST
(2) No.3
2 No.5
570
570
391
570
13'-4"
12'-0"
PRECAST
(2) No.3
2 No.5
525
525
337
525
14'4"
12'-8"
PRECAST
(2) No.3
2 No.5
270
449
449
286
451
14'4"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
N.R.
522
522
360
499
2 No.
15'-4"
14'-0"
PRESTRESSED
2 No. 3
()
;2) 7116 strand +
N.R.
473
473
328
455
2 No.
7 4"
16'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
357
357
254
352
2 No.
19'-4"
18'-0"
PRESTRESSED
2 No. 3
()
(2) 7116 strand +
N.R.
277
277
202
281
2 No. S
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
256
256
188
262
2 No.
N.R.
21'-4"
20'-0"
PRESTRESSED
2
O No, 3
(2) 7/16 strand +2
219
219
165
229
No.
N.R.
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
203
203
155
215
2 No.
N.R.
(2) 7116 strand +
24'-0"
22'-8"
PRESTRESSED
2
O No. 3
(2) No. 5
N.R.
164
164
124
179
N.R: NOT RECOMMENDED
,•ti
DETAIL "A" DETAIL "B"
DETAIL "C" DETAIL "D"
TYPE DESIGNATION
P - PLAIN LINTEL/ `� QUANTITY OF #5 BAR AT
S-SOLID LINTEL I r LOWER LINTEL CAVITY
[I8xl j
6 L/1U]
NOMINAL WIDTHy `QUANTITY OF#5BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8 X 16 COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (1)#5U
(1)#5L (1)#5U
(1)#5L (2)#5U
DETAILW
DETAIL')'
DETAIL'H'&'J'
DETAIL'K'
2'-10"
1'4"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4 0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
9550
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
7207
10000
9863
10000
4'-F'
314"
PRECAST
(2) D4.5 WIRE
2 No. 3
6614
10000
9053
10000
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
4843
6687
6635
7320
5-10"
1 4'4'
PRECAST
(2) D4.5 WIRE
2 No. 3
3940
5211
5402
5641
6'-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
4350
4350
4225
4314
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
3206
3206
3063
3183
7-8"
64"
PRECAST
(2) D4.5 WIRE
2 No.4
3071
3071
2916
3049
8'-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
2831
2831
2651
2811
84"
7-0"
PRECAST
(2) D4.5 WIRE
2 No.4
2625
2625
2421
2607
9 4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
2153
2153
1881
2139
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
1777
1777
1448
1766
1 V-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
1568
1568
1222
1568
17-0"
10'-8"
PRECAST
(2) No. 3
2 No.5
1439
1439
1075
1439
12'-6"
11'-2"
PRECAST
(2) No.3
2 No. 5
1354
1354
981
1354
13'-4"
12'-0"
PRECAST
(2) No. 3
2 No. 5
1232
1232
849
1232
14'-0"
12'-8"
PRECAST
(2) No. 3
2 No. 5
1149
1149
1 760
1149
14'-8"
13'-4"
PRESTRESSED
2 N3
()o.
(2) 7/16 strand +
1419
1419
850
1347
2 No.4
15'-4"
14'-0"
PRESTRESSED
2 N3
()o.
(2) 7/16 strand +
1291
1291
775
1270
2 No.4
(2) 7/16 strand +
17'-4"
16'-0"
PRESTRESSED
2 N3
()o.
993
993
600
1084
2 No.4
19'-4"
18'-0"
PRESTRESSED
2 N3
()o.
(2) 7/16 strand +
1035
1035
478
936
2 No.5
20'-0"
18'-8"
PRESTRESSED
2 N3
()o.
(2) 7/16 strand +
961
961
446
872
2 No.5
21'-4"
20'-0"
PRESTRESSED
2 N3
()o.
(2) 7/16 strand +
834
834
390
763
2 No.5
(2) 7/16 strand +
22'-0"
20'-8"
PRESTRESSED
2 N3
()o.
720
720
366
716
2 No.5
(2) 7116 strand +"
24'-0
22'-8"
PRESTRESSED
2
O No. 3
(2) No 5
642
642
306
599
i•.t,•,;' 1*,•,
Mfkl
DETAIL "H" DETAIL "J" DETAIL "K
TYPE DESIGNATION
P - PLAIN LINTEL QUANTITY OF #5 BAR AT
S-SOLID LINTEL/ -i r LOWER LINTEL CAVITY
[8x1
j16-P-1L/1IU]
NOMINAL WIDTH J `QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl2" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE / BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5 (I) U (0) L
SOLID
#5 (1) UU(0) LL
SOLID
#5 (2) U (1) L
DETAIL'DE'
DETAIL'DF'
DETAIL'DE' &'DF'
DETAIL'DG'
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
3764
6455
5637
5637
4-0"
7-8"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2970
4965
4401
4401
4'-2"
7-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2654
4449
3965
3965
4'-4"
3-0"
2'4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2400
4030
3607
3607
4-8"
3-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1966
3390
3053
3053
5-8"
4'4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1193
2290
2085
2085
6'-8"
54"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
1764
1763
1578
1578
7-8"
6'4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1409
1409
1188
1267
9'-8..
8'4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1000
1 1000
1 686
903
TYPE DESIGNATION
P-PLAIN LINiEL/ QUANTITY OF#5BAR AT
S - SOLID LINTEL � r LOWER LINTEL CAVITY
[8x16-P-1 L/1IU]
NOMINAL WIDTH j `QUANTITY OF#5BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
DETAIL "DE" DETAIL "DF" DETAIL "DG"
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 12" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (2)#5U
(1)#5L (1)#5U
DETAIL'E'
DETAIL'F'
DETAIL'E' &'F'
DETAIL'G'
141
PREC.,ST
2 D4.5 WIRE
2 No. 3
10000
10000
10000
10000
3'-6"
2'4"
PRECAST
(2) D4.5 WIRE
2 No. 3
9383
10000
10000
10000
4'-0"
2'4"
PRECAST
(2) D4.5 WIRE
2 No. 3
6766
8225
9200
9445
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
5104
5671
6345
6345
4'-8"
3'4"
PRECAST
(2) D4.5 WIRE
2 No. 3
4683
5137
5717
5717
64"
4'4"
PRECAST
(2) D4.5 WIRE
2 No. 3
3428
3727
4091
4091
5'-10"
414"
PRECAST
(2) D4.5 WIRE
2 No. 3
2787
3088
3369
3369
6-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
2560
2560
2723
2723
7-6"
&-2"
'RECAST
(2) D4.5 WIRE
2 No. 4
1992
1992
2112
2112
7-8"
6'4'
PRECAST
(2) D4.5 WIRE
2 No. 4
1921
1921
2035
2035
8'-0"
6'-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
1792
1792
1862
1897
8'-4"
7-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
1679
1679
1699
1776
9-4"
8'-0'
PRECAST
(2) D4.5 WIRE
2 No. 4
1411
1411
1319
1489
104"
9'-2'
PRECAST
(2) D4.5 WIRE
2 No. 4
1186
1186
1014
1251
1 1 -4'
10'-0'
PRECAST
(2) No. 3
2 No.5
1074
1074
854
1121
12'-0"
10'-8"
PRECAST
(2) No. 3
2 No, 5
992
992
751
1035
12'-6"
1141
PRECAST
(2) No. 3
2 No. 5
937
937
685
978
13'-4"
12'-0"
PRECAST
(2) No.3
2 No. 5
859
859
591
896
14'-0"
12'4"
PRECAST
(2) No. 3
2 No. 5
804
804
529
838
14'-8"
13'-4"
PRESTRESSED
2
O No. 3
(2) 7/16 strand +2
1207
1207
605
938
No.
15'-4"
14'-0"
PRESTRESSED
2
O No. 3
(2) 7116 strand +
1095
1095
551
887
2 No.
174'
16'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
836
836
426
763
(2 No.
19'-4"
18'-0"
PRESTRESSED
2
O No.3
(2) 7/16strand +2
655
655
340
645
No.
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
607
607
317
601
2 No.5
21'-4"
20'-0"
PRESTRESSED
2
O No. 3
(2) 7/16 strand +
524
524
277
526
2 No.S
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
488
488
260
493
2 No.
(2) 7/16 strand +
24'-0"
22'4"
PRESTRESSED
(2) No.3
(2) No. 5
399
399
217
412
:j •.... +.... i ..
DETAIL "E" DETAIL "F" DETAIL "G"
TYPE DESIGNATION
P-PLAIN LINTEU QUANTITY OF#5BARAT
S - SOLID LINTEL - r LOW ER LINTEL CAVITY
[8x16-P-1L/1IU]
NOMINAL WIDTHy Ij `QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (2)#5U
DETAIL'L'
DETAIL'M'
(1)#5L (1)#5U
DETAIL'N'
DETAIL'L' &'M'
2'-10"
V-6"
PRECAST
2 D4.5 WIRE
2 No. 3
1DODD
10000
10000
1DODO
3'-6"
2'4"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
9313
10000
10000
10000
4'4"
3'4"
PRECAST
(2) D4.5 WIRE
2 No. 3
8548
10000
10000
10000
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No, 3
6261
10000
8605
10000
5'-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No. 3
5095
8995
7007
9811
6-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
6871
6871
5482
6814
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
4693
4693
3976
4661
7'4"
614"
PRECAST
(2) D4.5 WIRE
2 No.4
4456
4456
3785
4427
8'-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No.4
4047
4047
3443
4021
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
3706
3706
3144
3683
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
2954
2954
2445
2937
10'-6"
9'4"
PRECAST
(2) D4.5 WIRE
2 No. 4
2384
2384
1884
2371
11'4'
10'-0"
PRECAST
(2) No.3
2 No.5
2082
2082
1590
2082
12'-0"
10'4"
PRECAST
(2) No. 3
2 No. 5
1895
1895
1401
1895
12'-6"
11'-21
PRECAST
(2) No. 3
2 No. 5
1775
1775
1279
1775
13'-4"
12'-0"
PRECAST
(2) No. 3
2 No. 5
1605
1605
1107
1605
14'-0"
17-8"
PRECAST
(2) No.3
2 No. 5
1490
1490
992
1490
14'-8"
13`-4"
PRESTRESSED
2
O No. 3
(2) 7116 strand +
1948
1948
1093
1591
2 No.4
15'-4"
1*-0`
PRESTRESSED
2
O No. 3
(2) 7116 strand +2
1774
1774
996
1494
No.
1T-4"
16'-0"
PRESTRESSED
2
O No. 3
(2) 7116 strand +2
1368
1368
771
1264
No.
19'4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1084
1084
615
1095
2 No.5
20'-0"
181-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1008
1008
573
1048
2 No.5
21'-4"
20'-0"
PRESTRESSED
2
O No. 3
(2) 7/16 strand +2
877
877
501
966
No.
22'-0"
20'-8"
PRESTRESSED
2
O No. 3
(2) 7116 strand +
850
850
471
923
2 No.
(2) 7116 strand +
r270-
22'-8"
PRESTRESSED
2
O No. 3
(2) No.
740
740
393
772'
';'�
';'�;'•'
41 :
:'
DETAIL "L"
DETAIL "M"
DETAIL "N"
TYPE DESIGNATION
P - PLAIN LINTEL/
QUANTITY OF#5BAR AT
S.-SOLD LINTEL
r LOWER LINTEL CAVITY
[8x]I6-P-1L/1IU]
NOMINAL WIDTH
`QUANTITY OF #5 BAR
NOMINAL HEIGHT J
UPPER LINTEL CAVITY
GENERAL NOTES:
1.) CODES
1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS
R402.2 & R606.
1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 &
2107.
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACI 318-08).
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE
7-10).
1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE
PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556
(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI
2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI
2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8"
AGGREGATE, 8" TO 11" SLUMP
2.2 REINFORCING BARS:
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
2.6 D4.5 WIRE PER ASTM A496.
3.) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530-08.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
3.3 MORTAR SHALL BE TYPE S.
4.) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4"
PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION
R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING
SECTION 2104.1
4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE
LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND
SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST
BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED
UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
3000 PSI GROUT -
(PLACED IN FIELD)
2"
TOP LEG BARS:
(SEE SCHEDULE)
#5 CONTINUOUS REQ'D.
STRUCTURAL PLAN
STIRRUPS AT 4'-0" cc
OR WELDED)
DM BARS
CHEDULE
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
3000 PSI GROUT TOP LEG BARS:
(PLACED IN FIELD)fBOTTOM,
(SEE SCHEDULE)
2"
) #5 CONTINUOUS REQ'D.
R STRUCTURAL PLAN
MM" STIRRUPS AT 4'-0" cc OR WELDED)
LO
t`
SEE SCHEDULE
co (N
7 5/8"
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL RECESS LINTEL SECTION
PRECAST CONCRETE
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC.
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (2)#5U
DETAIL'O'
DETAIL?
(1)#4L(1)#5U
DETAIL'Q'
DETAIL'O' &'P'
2'-10"
1'-6"
PRECAST
2 D4.5 WIRE
2 No. 3
10000
10000
10000
10000
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
7681
10000
10000
10000
5-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No.3
6251
10000
8615
10000
6-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
8629
10000
6741
10000
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
2 No.4
6266
6603
4891
6909
7'-8"
64"
PRECAST
(2) D4.5 WIRE
2 No. 4
5967
6199
4657
6477
8'-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No.4
5430
5524
4236
5756
&41
7-0"
PRECAST
(2) D4.5 WIRE
2 No.4
4961
4979
3869
5178
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
3865
3838
3010
3973
10'-6"
9'-Zl
PRECAST
(2) D4.5 WIRE
2 No. 4
2984
3021
2320
3118
1l'-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
2699
2699
1959
2699
12'-0"
10'-8"
PRECAST
(2) No. 3
2 No. 5
2436
2436
1727
2436
12'-6"
1 V-2"
PRECAST
(2) No. 3
2 No. 5
2269
2269
1577
2269
1314"
12'-0"
PRECAST
(2) No. 3
2 No. 5
2034
2034
1366
2034
14'-0"
12'4'
PRECAST
(2) No. 3
2 No. 5
1878
1878
1225
1878
14'-8"
13'4' -
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2413
2413
1338
1974
2 No.
15'-4"
14'-0"
PRESTRESSED
2 No. 3
O
(2) 7116 strand +
2199
2199
1219
1846
2 No.
17'4'
16-0"
PRESTRESSED
(2) No.3
(2) 7116 strand +
1698
1698
944
1546
2 No.
19'-4"
18'-O"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1348
1348
753
1330
2 No.
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1254
1254
702
1271
2 No.
(2) 7116 strand +
21'4-
20'-0"
PRESTRESSED
(2) No, 3
1092
1092
614
1167
2 No.
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1023
1023
576
1121
2 No.
(2) 7/16 +
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) No.Sstrand
898
898
481
947
� �r9
r
r �� •iY�
•
TYPE DESIGNATION
,; ,.
}f
•.fit
' P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT
._•+,;�
.5+,�� L+,;• S-SOLID LINTEL r LOWER LINTEL CAI Itt
pep'.." ; [8xl6-P-1 L/1 U]
,.;,
�..;
f,
NOMINAL WIDTH `QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
DETAIL "O" DETAIL
'P" DETAIL "Q"
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC.
GRAVITY & UPLIFT SAFE LOADS (PLF)
8f1xl 6" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE / BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#7311UU(O1LL
SOLID
#5(1)U(1)L
DETAIL'DH'
DETAIL'DJ'
DETAIL'DH'&'DJ'
DETAIL'DK'
3'-8"
24"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
5713
10000
10000
10000
4'-0"
2-8"
24"
PRECAST
(2) D4.5 WIRE
(2) No.3
4511
10000
9686
10000
4'-2'
2'-19'
2-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
4032
10000
8687
9503
4`-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
3647
9133
7835
8173
4'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
2990
7025
6382
6382
5'-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1819
4139
3839
3839
6-8"
54'
5-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
2976
2976
2676
2737
7-8"
6-4"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
2292
2292
1918
2121
9'-8"
8'-4"
&-0'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1563
1563
1113
1455
a
�•
V��
.Y•,;
Yam;
DETAIL "DH" DETAIL "DJ" DETAIL "DK"
TYPE DESIGNATION
P- PLAIN LINTEL/ QUANT LY OF #5 BAR AT
S-SOLID LINTEL - r LOWER LINTEL CAVITY
�
[8x16-P-1L/1IUj
NOMINAL WIDTH'••'IJ `QUANTITY OF#5BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x20" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)U(0)LL
SOLID
#5(2)U(1)L
DETAIL'DL'
DETAIL'DM'
DETAIL DU &'DM'
DETAIL'DN'
3-8"
24"
2-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
7665
1DODO
1OD00
10000
4-0"
2-8'
2'4"
PRECAST
(2) D4.5 WIRE
(2) No.3
6054
1D000
8442
10000
4-2"
2-10"
2'4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5413
10000
7552
10000
4'4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4897
10000
6836
10000
4'-8"
3'-4"
3.-W
PRECAST
(2) D4.5 WIRE
(2) No. 3
4017
10000
5613
10000
5-8"
44"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
2448
7050
3434
6540
6'-8"
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4569
4569
2302
4235
7-8"
6-4"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3338
3338
1640
3122
9'-8"
84'
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
2158
2158
936
2036
�
r
DETAIL "DL" DETAIL "DM" DETAIL "DN"
TYPE DESIGNATION
g_Id -I rwwWir
[R16-P-I1-(IU]
*W �H LPrAWIT
UNIT '2954' - 1ST FLOOR PLAN
1 /811 = 1 1-011
GRAVITY & UPLIFT SAFE LOADS (PLF)
811x8" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE / BAR
LINTEL STEEL
BOTTOM BARSOLID
RAVITY SAFE LOAD
UPLIFT SAFE LOAD
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) U (0) L
#5 1 U 7 L
SOLID
#5 (2) U (1) L
DETAIL'DB'
DETAIL'DC'
DETAIL'DB'&'DC'
DETAIL'DD'
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
M1367
2143
2143
1753
1753
4'-0"
2'-8"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1801
1801
1483
1483
4'-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
1668
1668
1376
1376
4'4'
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1553
15.53
1284
1284
4'-8"
3'-4"
3-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1194
1363
1363
1131
1131
5-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
864
995
995
831
831
5'-4"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
662
816
816
650
654
7'-8"
6'4'
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
542
669
669
462
537
9'-8"
8'-4"
1 8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
396
489
489
261
393
u11:`--1*-.1-i`-1` I u--
U.-
DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DID"
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x24" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE / BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)UU(0)LL
SOLID
#5(2)U(1)L
DETAIL 'DO'
DETAIL'DP'
DETAIL'DO' &'DP'
DETAIL'DQ'
3'-8"
24"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
9620
10000
10000
10000
4'-0"
2'4"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No.3
7599
10000
10000
10000
4'-2"
2-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
6796
10000
9505
1DODO
4'-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
6149
10000
8604
10000
4'-8"
3'4"
&-0"
PRECAST
(2) D4.5 WIRE
(2) No..3
5044
10000
7066
10000
5-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
3077
10000
4325
10000
6'-8"
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
3765
7387
2901
6831
7'-8"
64"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No, 4
2693
4979
2069
4671
9'-8"
8'4"
1 8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
1552
2996
1183
2844
a
H�,,-H7,
DETAIL "DO" DETAIL "DP" DETAIL "DQ"
TYPE DESIGNATION
x16-P-IL/1i ]
1. L Wav
P - PLAIN LINTEL/ QUANTITY OF#5 BAR
S-SOLID LINTEL I r LOWER LINTEL CAVITY
[8xl 6-P-1 L/1 U]
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SAFE WORKING LATERAL LOADS (PLF)
8" X 8" LINTELS
Total
Length
T
Type
8"x8"
PLAIN
8"x8"
SOLID
2-10"
Precast
2082
9235
3-6"
Precast
1325
4624
4'-0"
Precast
1041
3358
4'-6"
Precast
858
2635
4-8"
Precast
810
2459
5'-4"
Precast
663
1940
5'-10"
Precast
583
1624
6'-6"
Precast
486
1396
7-6'
Precast
403
1134
7-8"
Precast
392
1100
Precast
363
1037
Precast
318
981
Precast
222
772
10'-6"
Precast
156
600
11-4"
Precast
132
651
12-0"
Precast
111
593
12-6"
Precast
98
544
13-4"
Precast
82
475
14'-0'
Precast
71
429
14-8"
Prestressed
N.R.
417
15'-4"
Prestressed
N.R.
369
17'-4"
Prestressed
N.R.
257
19-4"
Prestressed
N.R.
184
20-0"
Prestressed
N.R.
167
21'-4"
Prestressed
N.R.
138
22'-0"
Prestressed
N.R.
127
24'-0"
Prestressed
N.R.
100
N.R. = Not Recommended
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F`LRODUC"l APPU0%0xW-/IA.L SPECIFICATION SHEE-1 (2022)
As required bill Florida Statute 553-842 and Florida Administratke Code 9B-72, please pro,vide, the information and approval numbers on the building components listed belowif
they will be utilized on the construction project for which you are applying! for a
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Product Description __..__.....___.____. . -
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! Test Pressures
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The product's listed below did not demonstrate product app,roval at plan re Al 11 understand that at the tim a of in:spection of these prordlucts, the following in1brimati or. mustbe
available to the inspector on the jobsitel V) copy of the product approval, 2)
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APPLICANT SIGNATLIRE DA 7E
ViRTUAL REVJEW rASStS
. I Virtual Review Assist, Inc.
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for compliance with the 2020 FBC
F-difirin bv Debra Anne Klahr PX2'%
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Product Model. Number or Name
lordidulat0dacrilation,
APV,--, rT2;Z_8
6
CGIZ, SSIP, TSP
Stud to Plate tie
15
LUC26Z. LUC21 OZ
Face -mount hangers
U) -0 E
0
I
__01 T 11 2-Dips
Connectoi dArew
1:
Alal=ih4a, APTHIBIR, AP11HI61101, AP-111-61,31I
Cirid-cirr Poenm Heavy f Iringer
7
1 HIOA, i2JL 41� 1116, W`Z, H16, 1-1165. 11"11(5-2, H16-oS
'iA, I
Humcane Ties
1�
W$ ber" hargers
Face-mounthargers available in Widths rangirglioni 1-06104-
(D L_
2
SO9112, SDO'212, SD10112, S0'110012
lirtrourl T.Yrna SO Ourinector 5kNevi,
ell
APL4r APIL", APT4. APTS, APVL.4, APVL6, AF1674, APV78
Oij!�doori,,nj�nts L anrii T Ofrarri��ol�roklrrrn Too
IT'liT-12, HGT 3, � IST 4
Hnuvy Glirdpr Tierlovvin
froutV bu 10-15116",
Ln C/)
C 110- CU
3
5DR! -1 2S$1 S�ID9212$8
Stiong-Lu,'e'SC _-zinnecitpi
API APLA1214111, AI AJ)LI-26R. AfILH-IC,
�-,debrAzcerrts 1.JilInk I anilialsl
V
K-1,214
l lumcw I a I le
I I'
MGUM��SI)6, MGIU6.25-SGS, PAS .15�5l NIGUM2-SUS, Mill
7A)U-SSS Fece-mourilt hainglarns
4
'14 DGKV00, SY,-,F2285I_,', S�.tc�221l] 14,
GDC-F2434r 8,I)CF22512, Sr
S -cleor
Strorri-Om,r SEXI Tiriber-CAF
-
Ill
Fil; L
Ill Jerrinir I -ird ct,
or
10
KS82-SIC) 51 H� I 1
"S'LF 13SM-SI H,l�1,i2-3-SD8,',1, H&3,4-SD83
Hravy Stud Since
16
MIIJ sinleig hangent
F -ace-imourit IhAripwr available in,hrIthi; ranging front 11-WW'm 5-
wCFz2n i�,,4.SLICF22Q34, SCIC:11:27 li SUCF:2723iJa
9
Clo-2Z Cfr1447
CorrreatI iieamTes
11
Il HST2 HSI S 115: fi�i
Straps
STiCFMC34, SDCP2r,`r`)1 2, l4, SDC,P228N8, SOCIP2291."�', Strong-C.-We SCA-PTIo ber-CIPScr l
1 G CT'37, 0,74Z; GJT6Z Ccrnaakd Joist Ties
12 HTS116� HTS-20, HTS.�4, HTS',,18, HIJ�3(l, HT�E,3C)r_ Hoavy TAst Strjr,
MuS26, MosL's Fairtmountliarriels
6
SDCP221 103, SDO�721 13.4, SX'[---Q714()0
SDi-ikZ7 SDHR27614, SOHR31400, SCHR1,1614
5vo(G-D" SUHR Combo. -Head Sc rooi
12
DS
I joal Tc
On, ViNwistop
13
14
IITS�S,16KTZ. HTSQ20KTZ
LFT A
Heavy Twst Stain
Light Floor Tie Aribhor
21)
SLJ R, SUL� SI ��, SULC series hangers
Skvvled tace-maurt harigersavQtlable in wictris rariginV from I -
906" to 5-9118" and height-, ranging from ?,111 &'1
7
SUDS25i �2. SIDS25134, SDS25200, Sil SI- 0. S;DS25S12, SDS25_412
CDrnneator Scraw
13
FC-4. FC6
Fte"ImigCIP&
15
1 LSTAI 2. LSTA 16. LSTAI 8, LSTA21. I-ST1,24.1-STA36G, LSTk36
SItrail St -I
Concealledflarigayerallon (SURC,SULC) avallabille, for aN double
_-�S255VLD, 500251:100, SDS25&)O
14
RVANZ
Foundi WalAngles
io
LSTIAC-, LIM13
SiTakart Straps
2X and 4X models; only acute fisinge is concealed-
8
Strang- f1rve SIDE Heav V-Duty, Carnedor SS Screw
GA2
Gr Anale�
17
LTs-2u, LT84(]
Budging
21
U set ies hangers
Face-motint hangers available in vaill ranging from 1.01itT'llo,
9
$DVVF271,P SUV*27'_�O, SDkNF27-A, SIDVVFW;f� SDYVF2T3O
"on-g-T-rare SIDoff Finor-to-Floor5crew
16
H2F, H2 5T. H-0, Hi OA-2, H1 I Hl�, HGAIG-
Humcanq 1___
18
LTS12� LTS16, LTS18, LTS20
Light TwistStrap
Wand heights ranoing from 2-548'to 1 1-1/il".
17
IS
t4ciTz
HK4, HH6
H-ar, �.aeaied -fi.lst Tie
Hower Kangets
19
ZO
MST
W-5-1727, glIST37, MST46, MF7,tl MS772
Medi�nrr Girder Inedown
Straig h! air-aps
FL412ggZ-1l
19
KI
Knee-llrrrcis Stralorripf
21
10STA9 Ili$STA'12. MSTA 113, 1 IVISTA21 � IVSTA24� IVI&TA30, TvISTW, POSTA49
S42-13htStralts
FL#10667�R
20
Ill L5% I LRQ
PlIn"pes
_Y�
trIST17--28, Irl C40, lrAST�.,bZ 1057036, INA$71 C7K
Straight $Vlalpt
PMdtllid 0400101,
ProiductDi--riftition
21
rCE4
I Cap
2,?,
riSTCAorl3i, NISTCAK11.
lonsPWrit 3twail
Sea 9
Product Mgdol. Num bar or Name
Prody-cit DMaRum
ATIR-315, Al RV2, ATRta, All R314
Troll Rods
ZZ
ILS30 I LS70, LSO
24
tl 1��,jt, tild 11 r8" jj�r� III SO, ii�lsl 172
S 4 atal, III l 6 trtq�
I
BA settes hangers
Top feage hangers available iti,eAdthe rainging flonn I -WIle" to 7,
2
ATUD5, ATLI rJS 2rATUIXt, A*rjjr.)4L'�, ATLI �S, AT Urii 4 ATUM4� 2
AfrimInur Tokj��-Ur Dmice
USCZ7
25
IVT812,,,r1'T1'.,'I �I, l4lrlr�ilkil, li,17�70: trM1524C, NITi'10j, II
hleldfliLiMl T9111SIt 8trila
1113" arild heig hts tall Ing irpril 7 -1 18P'llu 30"
3
ISP316-2, Si SF",1-3, DFIEWl 2, bli:56,16,1, Sp`,b'4, 1bfG,14_rjr UPIRTl-W-4
Cleanrlq khaterr
24
1_CbJZ_5LZ L$SJ28U. L5SJ28RZ, LSSJ210LZ, LSSJ21r.tRZ
I teld Polustab. Is jacir I lariger
26
Nif, Aal 0 1.), tICA1H 12-1 Z, �n�,s;bk iti, fuCA2b: 10-115, NCA2011,16
Sirili
2
DGBIF series hangers
Topflange liargers avalkill.Als in,li0ths ril frort B-5�6"Ila
4
CalViL'riS 11ll C11,141.5M-111 CNv1r,15M1
Croup*, 1-jullu,
�15
LSSR1 LSSI L'SSR410
Il AtilUri
4
27
P0,JfR!2, RCIN9114
I/Vail II
IN' and heig4ll ranging froni 0.114" to 24'_
5
CTQD55� C-tjDl CTUD2411 C fi,ID75, CTUCIIJ, C1 I-jD,-T CTIUD67, CYLiDall CTII�097,
C-ouill Tatel-Up Veviroe
2Q,
LTP4, LTPF;r
Tie Metes
1-0,
RI`Clfi� RIA39-2 FJPS2:0
Repair Plate Strap
DGF series hangers
Top Ilange hangers available in,Mdtl ranging from I -V27'to a -
��TUSQS, _rj0-Xj
27
Mi MI MI IAI,26Z, MI
Anates
29
RSP4
S_Wd M I'll CcrnOott)t
�W'arrdl heWrits ranging from 7-1/4" to 24',
9
N�q N45 1146
He ��Y I -lip: hirim.
23
?V�MH$
R=t TcaD01.1n,
;�O
SPt SI SP4, $Pe'L SPS
&ud Plate i i-,
4
DGHF series hangers
Top flange hangers available in Wddis ranging fill I -W'to3-
7
IRTUDS, RT UD3B, RTUD4, RTU D417, RTUOS. RT LIDS RTU!-rr, RTI
Ratchetirig TakeUo Device
Zi
WIM-IC
Hirned Rapt Guintracritar
31
SPH4, SPH6, SPH8
Hezi, aid Plate Tie
W" and heights ranging from 9-1/Vto 24'.
8
TUD9, TUDIO
Tak_�-UpDlavlco
3u;
liviviLuX, W. LUz-6-2, NIMILL128, MULI W&U-21.0. MNLU1211, NINVI IMMLU1311
Far:�Molrntrlao gers
V.
S$1.5, SS2.5, SSI, SSC5
1-oud _1�4100
5
1 EG7, EG 9 series hangers
Top flange hangers available in Wdths ranging from 5-1,14!'to a.
s
TLAnt-aa
- pwas er
� all Sh
al
p� -Pr�
-
Raof Boundary Clip-,
33
STS, S-12, STIS, 51`22, ST2n�2. sT2122, ST21-, sT"- 5, ST-822d, ST82--ei
sri-ghl Straps
M" and heights ranging from 11" to 32-11Z'.
Io
ul R
34pr'Upf- Rod- R. n T�dlov�n SW�iirn
32
11
Peot Tia-Driwn
34
-1 S20, TB27, T 930,7836, TB42, TBAS T11354. TB56 Tabu
Ten- Rvidglog
6
1 series hangers
Top flange hangers evzriable in Widths rangingfroni 3-9i?8'to 7-
11
U R
G� 3_'rxr� Rod ftn, T ladon Sff, a an
33
R-Tlr� RTC42, RTC-2Z, RTC44
Rh;l Tie Ocine-ors
35
TINEII 0, r.%GI 2, TVVI 4
Wall 11hracina
114"ard heights ranging from 1 1-1t4"tc 37
z
12
tg;lS_:l
5M'Upq Pors Run Treclown Slys�errp
_q4
ZTl- STC-T.GTC HTC;4
Timss C! to,
33ui
VGT, rjoTR, VGTL
V2 nalite Pill Girder Tiedown
7
GLS series hwigam
Saddle hangers available In ividtfis ranging from 3-11-411 to &7J811
i3
URW
SK' 01911, Rod Ran Teclovni Siocerri
35
T,,r;37, TX577
7ruii Jaak Clips
�,7
W61-20, �0/812AC, VvBlA--,C
VU-11 Bracing
and height-, ranging from S�If2" tr) 25'
38
;-4Z4 Z44
I 5iffAler Clip-,
8
GLU seass hkargei E,
Topflainge, hanget5ovallable If) 1,vilthS FatginQ from S-IM"Ito 7-
118" and'heights tong i I" to 32'
FL#12Mj::E6
FL#12§3.1
13
P
III IS selies hangers
Topflartge hangers available onmeAris ranililing from to 7-
ELM (,447-R5
IIX' arid hiiights ranging horri d"to 30',
5" 4
RMqU!3 biwil Numbefor Name
PrQ41M DMrlplhuri
Sea #
filinitwgirrilifinne
Pmdugt Desiadiathan
1D
FIGIL5 series harigers
Saddle harigem avallable ri'luddiths roirging fitqTi 5 tX'to 8-7�16`
I
cl!I
I lold-dormn
jplg_#
lZroduct filarial, Number or Name
Produetliescripithon
1
C D� t2. 37x5 5, C R11,110 M7 15t, CI 2 '17,6_75
Cnnecatled 1i ano,Ks
and heiql ranging from,10-1,i2, to W,
2
1 1C,01 014� I CC1 I.S1
Held dcorn
1
AHEP
Adjustatle Hlb-End Gonneclor
D-1, DHU, CHLI �elte� hanger.q
Face-trounL PU, UHU) iind top flange (DHUTF) hangers
11
HGLT set las hangers
Top harge hangers available in Widths rainging from 3-114" to 8-
3
4
VDQ8 HHCFG11 HHDQ'14
HICI-12- HDLA HF)U5 ADUl HF)Ul' HDLI14
H-11drtr:r4n
IDSC�5R�,SDS"_, OSaSL-rZD,5*
Draci SlnA_-r;naec;os.
Gable iibacc Gonnector
zvaill �vvdths ranging from 1-9116"to 3-9/16" and 1I
raag�rlrg kGrin P-liB" to'23-l' 5116"
12
HGLTV series hangers
71B and height-, ranging from7-1/2"tor 32'
Top rbrige hangers available in -Meths ranging from 3�1 (4" to 7.
5
HPA25, �
Stra-swe puflin an-vior
4
KCI-11,81 I HCP4
Hip C,_,rrox Plete
a
HGU_3.6,$.-8C-�S3 lrr�L]15.25-81DS, HGU5.50-SIDS, HGU5,o:,-SD$, HCU7.00-SlEtS. HGU7.2t-
Face-mrount hang ors
118" and heights ranging frorn 14" to W
a
Lgi HI I-STHMRi
Swap=shte held --own
5
HHRC2-2, ritI HHRC42-2. HBIRCAM fllri� 14141 H11IRC5.251325 HHRC5 37i3,1_1
Hqnv rn-RArteConnecters
GD8, HG U9 Or;-SDS
13
HIT series hangers
Tapfll hangers available in Wdths ranging from 2-:116' to 3-
7
MASk. MIAEAP
Fourmiaw-n ar.cmit ritrnp
14HRC66
4
HGUS sialtes hangers
Fac-mount hangers available in viidths rangingfrom 1-5184i'llo 7-
NI 8' and heights ranging from I B" to 26".
8
MRN32_ MPA!"
Saari-stylle punin anichat
6
HRC1.81, I-RC22
Hic Rid-_ C.rureutar
bQ` and heights ranging from 5-5116�'to 12-71$"
14
HUSTF serre� hangers
Top flangejoist hangers available in m6cift ranging from 3-118"to
9
PAI 3 PP,23 PA21S, PA35 11 P1,6A
3trallo-style purfin anchror
7
LRU23. II LI I
Rafter Hanger
F,
HHGU52-�SDS, HHGU5 50-SI HHGUS 62-;DS- Hir-GIJ7 CIC�IDS, HHGU7 25-SDS,
FaCe-imourril hangers
S�W16'and heights ranging from S318" to MAN'
11)
FlAnr�_ ;'All PA135
Strap -style purfirl arr�har
8
LSEU28 LSSU210
Llu Pit _11opeablic-Ailirenva ale U Hang ew
HHGU9,00_S0S
15
HUTF, HUGTF series haragets
Tap flange hangers available in Wdths rairging from I -9110'to 5-
11
STHOI 0, ST Hi ORJ
Strap-stryle hold-dovir
9
T Q Fit B Eirl
Truss Bearing Enhancer
6
HHLJ3:A3-2, HHUS28.2, HHUS210-2, HHUS46, HHUS48 HHUS41 1), H HUS&50I10.
FRoe-frount hangers
112" and heights ranging fircimil 7116" to 15". Conmall flarige
12
ErFP014� STHD14RJ
Sir-p-sple itoild-dawri
lo
TC24 T P-276 T C28
T ru ss "; I
HHTJ3',1,2Sf10
verson H UC7F) available to ir all trode Is having ardth " ual to or
11
T1&4A29. THA213, THA-11 �, I Ho�2 I 8�2, 1! HF�Ci�22,l, Tik,44 tj, 13, THAC41 81, TH 44'221
A,,, i r.- Pro b I a T rus A H a a r,
HSjR, H.,.3LIL, AiSURC :HSI If blangirl
Sumulrni fa<,.A-mdnrt hanger% avoilaltle inwdths ranging from3-
o hiater than 2. 9110".
TrI.AC422 JHA4,26, � HAA,Q-2, I'll IA425-2
and hghta iringing from ita4` to 15�&UI
IN
NVVP series harglars
it ain Pangs harigers available itivldths rongirig from 1_9116,4to 7-
12,
THAII.I 7HAl2J)W22, I H142 V22, THAi�;:,12 lHrriI%Zn1 11'1iAJJ5��2, THAI,1121
Trtq� Hanger .,i7ed for 11-Jasts
f14l1qel,rrskn i�ll ISLIRC, k4SL)Lq avahablite fc� at]
VS` and heights ranging from 5.Vls'to �evl
I �-,
THAL-Q2 TH-oR42?2-
Sirwond TirUji 14111i9pr
drill"is ZY, Ird 4X innodelil 01"ityarlito flange Is norwajad,
17
i4PH Berieshangers
Trip fliingr harigrim avallable irn viiinthr, ranging from 1 �0,`16` to 7-
14
T L�HJA216� LMOVIA,
MURILas r R155� ` liatttlies
6
H rijl2e� 111 Lj2d� iff 1.121 Cl, rj'j'jjiiS1 2, 11 f (J28l-Z I I
l �jf$
fraae_rnT�Lnjj, h�illjla
1)," ai"d heights til train 3.&15' to 52"
1 Fi
THJIV2-4_SDi33, THJIV12-5.-IMS5 THJU25, THJU28-JAr
46`v � louss, Ro fillers
9
1-11J, HUG �Prlc,� huag"Is
raue-moun, hargent, vviiabllu in lavidlihs ranging from
18
ITS siffil" hanOeirs
Tap N43ge hangers ay iiable in Yvr�ffiv ranining from I -qli 5" to 3-
16
-SUR2-24
Tram& Silacei-Rerta irit
it, " arid heig me ra rili Irom 2MA" to 19-Vit"_ Comcor-aldl� Otinge
SW and heights ranging horn )-I ilg` to 16'
17
V-Pr, i,'I VPA3, VPA35, VPA4
Va nable 1piw� Connectors
vers-or. CHWC) a�,ailabliii for all modoltiruivingyvith aqualtoor
19
da Surries, hangers
Top fl@rvge hangers available inwdthof1�9Me1'-rjnd hekjhbs
8
XII
Valley T u sE Clip
9fe-,ter man 2-9116",
rang Ing from 5-3/8" to 7-114",
10
HU0011 8119-SIDS. HUC-01 81fl I -SDS, HUCQ210 2-M-S. HUCO210-3-SM4. HUC0310-
race-raourit hangois
2-3
J8A series hangers
Top flange hangers available inMdLh of 11�9116'and helillv[s
S02, HUCC�41 0-SIDS, HUCC�412-SIDS, HI-103S 2� ;;rja� HUC-0s, 25111 _SDS. HUC0610-
(Zinn Ing from 9,Tl 6' to 13-10.
H-XQ6i2-SL)S
Simpson Strong -Tie 2020 FBC Approved Products
updated larwZye-
M-L Simpson Strong -Tie 2020 FBC Approved Products
Updooni 2aa;2020
EM=
S-mpson Strong -Tie 2020 FBC Approved Products
Updated '12r,,0W2D
EM=
Simpson Strong -Tie 2020 FBC Approved
Updated 12!aYn,
Products '02
--- GZ=_
For dil Inks im all I,= approvals Bill bolmilo, §
Fix dircA inks tosH $87 epproveds lideld b0mv.
diniot Inks 40 W; SST avprcrxriIs; Istod bwv,� �j�
Far dirvin! links to all SST iiMfovals feWd bell
For adriduonal infonnition negarding Flyttil Steisimite Prodict,4pprored &$uteni m d Man-Datat Cotinly
til li'Ataiplance jI �p�,
or ?dcamw] Information regording Floridyv �iliur*we F,,c-laa: �Prcvvl SYSII mid Mavirl�iae-.L Corinly
how, ofAn"VMc,, �]I
fejardrn� rlurld�'5 S�ale*kll Mhini-Dadt Courrylice;e
0
Focaddial aftiviration iegardirip oardfosadeliadm -uductApprvalSystem
SE III
wdl Miami-Ndecounty leal.0
Ad heauv Anchor lot concrete
11 up I'lante hargers availabla, in Ayidth of I W16'and helijilizz
FL#1 140-135
'15 SiLLV1,56l VLSV1�61, VILSV2.016, SILE,VZ56, SLEN2.�,VSil-BV3.12, 7,�,p Flauge Joist Hcrigeis�
rairigino troll �!i SMI'to
Sill 56� :511-31,13.62 SIL BV4,06 Si. UV�l 12. St. F.0,4 2'a Sk-I 1':5 SrLRV&5O
el
Strong-PoIll 2 (t!'5TI srS2-4SS, ST 5:2.,l
2 �Aledqe Anchor for troncroter ir� ailablo h) cartoon
LEIAZ zereb harligel s
Iqp fidthri irlinglille avaiable inwiddi oll 011IT'and heqits
EM U94 I � fill U M per or Nalgre
F, too lict Q22arliathu ri
19
SALT TZQ SOW! 24 SM11-1 4, Kir i,t I
Holdevvris
st;i a nd Typ el� 304 and 316 stain less steel
lantiv!t Ireung arid,, b 13-118"
0
'I"A' Haintial
20
SNIST60, SMAST72
Saps 118 mil (10 wl�i
7
Trion PD f"140-H 71 ID4003 , 714D I44GS, 7HID-111I TIAD�,CS, T, II 'ten H D Heavy rady Screw Anchor for concrete aarl rrorstarm,
2$
LESI, 1.11EQ65, LEG7 sene.-, hii,ingels
T up No qe hain gets available in,ad his iv irging from 3-114' to Q-
HRSk, 1-IRLS5. HIRS12
Su ap Tjes�
21
IP4- SRO
Stud Plate Tals
arvabirrhavArh tow head in carbon steel andiTyloes 2*ul arid 316
TR" ord harifivis r2riging train Q` W 33-112"
H1,FCO21042-SM, HIJrrQ2K-$-SD$,
2.
ss� -sp>, Tqp
D
SlIud Rate Ties
stainless $teel, at lmth countell I head in caroun sleet and
24
UI MEG7 series, hangers
Top Ilanuist in vAdthsIlarigingfforl 5-1,14'to 6-
4
THGe-Z SH2, -[rR(, SH3, THGBH4
Joist Hatiger
23
11TC. OTC
Type-S%slva kc�stwfl
5
71H(,4Q2�SDS3, -a HGO&SCS4,5� TH30H2,_qoSo THGCHISMGDS4 5L THGQH4_qDSS
Jrst Hanger
24
T U
Tit P3raoeDaqonaI
-sc
Tritern. H11) Rod Couplar (TH037634RC, THDAM14I
lotion HID Threaded Rod Coupiat-tit coriciete
25
MIT s-eries ha-rigm
Top I'larilie hat"ers available iiiimcl ranging from 1401610 5-
6
T,lG%oM, THOiNZ-4. THOM-$. THGIA144
Ju st Hapaer
25
T IC57
Tru:�,s Jack Con nector,
9
TiterilulD Threaded Rod Hariger(THDIS2515-9RH THL)53715;l TH037212RK Then HD Threaded Rod Hanger for concrete
1/8" and heiDhts ranging from 9,'14" it, 24".
THD-90234RH, 71140102112PH)
26
1 PFEI, PFI PFD-98 5eT" hanger.
Top fartile bmijers avallaNe in vAol of 1-9116" and hotgit-,
10
V;,�dge-Afl (VVA)
VVedge-All Anchor for masonly
tainging from n�aiili' to 7. 11&',
FILS41473-R5
FL#13904-R5
27
28
RIR
VVIP sares hangers
Ridge fairer connector
Top flarigie hangers available in wifths ranging frorm 1 -S116l'tc 7-
Soo #
Product 1%dal, Uumber or Name
ProgggREEzrintion
Seq #
Product Model, Num ktr or Name
Product 2ga�2ridflon
FL#16230l
1/8" anod heights ranging 9-1/4"to 32".
1
CETAI 2D
D-bi& Emneride-, TfusF Anchoo
1
UCQfW-d2-SD_qHDG, CCTQl`4ZLd2-SI
Masonry Pier Go ps
2
F;6� re, FGTz?I FGTRHR
H15, H,5s% H I6-2S
Girder Reftol Arl,�har
Hufrcane7ie
-1
CCT Q M4 6 2 -S M_G C CTQ M 5, ri G G" C CC a M33 5 2 SDS COC 0 hil 4 6 2 - S 0 S G,
CCV_',iAl
I'MAS
1
EIRII M991- 1JU(flt*r Or Name
AT � XF,
powliagmaPI11213
AT -XP Hill h-Strength Acryli-, Adhestv e for corcrelf., o r rnawn ry
FL*l 0860-R5
4
HETAi 2, HET 416, 1-1 H ETA24, HETA40
Triuisz Anchor
2
eCCI_QK3_62C-KT, ECr,LQlV4_62X,K�, rKCLQ_fv5.50r;-KT F�;CAIJNOCJ3 62G.Ki',
Mason r y Pie-ir Ca rs
ir
ET -HP
FFT-HP Epmcy At hesive for masonry
5
MPTAL-12, tIETAII-16, HETAL20
rnm�dcedir�&5 Anchor
ECCLLQtAD4rC2G,-KT, ECCI_I_QKX.6J.K,'4<7, E_CCLRQMn�A2G'-Kl, EC�r,,L1RQ�l.`D4;02Q-
3
SPT XP
SET-XP r-14gh-Strength Epoxy Adil for masurry
1
ftoduct Model, Nurn ber or Name
ASA44 ABA"R, AFA43, ARP140R,PSA66, A13,46SR
ProductDescrintion
A�rjusta'le Post Base
6
HGAMIG, I�NIU
rlfa�T.Al C, IIHE�TA,20, HIFETA24, HINETFA40
relraaff
ry EM t-S A nolhor
KT E1_1T11_f_1QW1D5 5l
HGUVA5 25 HGUNT550, HiGUN17 00, HGUNIT.25. HGLI QCI
Heou, y Nil ry 1-taingem,
4
z;`
birrorg-krirl 2 (81-6,2)
Titer, 2 Crfi�l
Stroriii-Ricit 2 iNedge Anchor for rinalsorry
ten 2 Scre-or Anc liar for Conciete
2
ASM44. ABU44R, ABU46, A13046 )I ASU�,�,, ABU5-6z ASU65, ARUW, ABU06R. All
Adikistatle Post Base
8
1 LGT-SDS2.5. LGT4_SU,141,
C, indor 7d, awt,
4
LGU?v1',1 21(
h-2, I.( QNA20-3, 1-GUM264. LGLN%128-4-� WLIN128-�i. _i3fi LG W Q
Masonry Bei Hangers
6
Train HD ITHO-H48S, THID-HOS$, TH D-CS(]l
Titan HD Heavy -Duly &crew Anchor for rononots available In YA
3
AaU89R, ABUIGIC. ASU1010R, AEL;1212r ABU121121R
u6W44Z ABV-444RZ, ABVV46Z, ARAMBRZ, A13O."Z, A ;V4%-PZ, ABW7-7
Adjuptallo Post Basia
8
.10
L_A__
IMEW2. NiEr riErA18, ME7AZO, M0 AN ME�AQ
Anichor
E-.1ra-6cird Tri,�us Anrlho�
5
LGUM�rl 0 3, I-GUM210-4, LGU M46� LGUIA48 LGUM410
t.�BHAal2J92'i,MBHA31JI11.25,tABHA3.�e,(2�,r HA35651_25,MSHA3561125,
NUAorry Top Flange Ill Hangers
�n 3165ta;nles8 stpetwirth heiv head, arid 316 stoartiess steei�iflh
countemunk head
4
AC4, A04R, ACII ACI AC6R, A--F,3
pogtcap
11
fi�JSTAI MSTAM138, MSTCM40, 4STC1,660
slyap Tip INDF I'lasonry
MBHA3 5NI 1 88, M HH All 550 4. M 13i4A3 Eiall 6, i.1514A3 5618 MBNA5,50?7 25,
7
Tien To rou (T47)
Tifeit Turbo Screw Anchor for concrete or masonry
U)
5
SCA, BC46. BC4R, DC6, 306R. BC8� El SCS2-3M
Post Cap
12
W Mni 1411=51ii,12U, FfTSM16. HTSM0
Tovist Step for Ma5Qnry
N18HA5 51215, MHHA5 Saill 25, MUHAS-5a(l 11158, M84-1A5 50!14, fill SW6,
6
il C846, C0,18, C866, C888
rmbedl Column ease
MBHAS R011fili
7
C133-SQ44 SO622; CESQ46-SOS2, C6SD66-5DS2, CSSQ8U-SDSZ C8SQ8&SDS2
Embeidditcl Column Base
C.
MBHUZ.5G!9.26, MElHIJ3.56il 1.25, ?J81ill 1.893, lvielilu_�.tv�14. MISHU3.wI6,
MBHU3.56�18 MEHU6.5019.2S. MBHU5.5V111_25,?v`18HU5_5()91 88 MEHU&SOM4,
Masiornry Beani Hangers
I M7-I
>
8
CC� 1EM, ECCU Series
P-afted -humn caps with W1 ranging Iran) ?-114" tac,�-V_Fimd
Vio gng from 3-5fs' to Mf2l'
FL#IJ 4S!8_4_Z�
MBHU!5,5i)fIj, NISHU5,50118
5N X
pri W,01. Num Der or Name
j!r&dffZ2MnD1jQn
0
9
CCQ-SIDS2 5, ECCQSI 5 Series
Scrovitoi cimmn cai-mvifth 1,VI rariging from 3-101� and
VV2 nanjI frorri 3-u-18" to 7-1 f2"
_SU It
1
EMg ul n2difil N � at Der or Nam*
OT T I z
Veii Terrution Tie
I
X-3ARI 01 a-SK, XI Sl D 16, Xl Ell 01 C�41< XQ I Sl 016, XQI &10- 0-4K
41 0� 18 3Stnarg-Drivo X Metal Self -Drill Tapping ecrevswithAre
Drlli Fribrit
>
10
CP`T447� CPTOI CPT88Z
C"p-maled, loo-t Tie Base
1
PID12, HD19
I 11-11oklolms
FL#1 $$Mli
nl
XQ1114171224, XI.Q114P1224-2K
#12-24 Suuag-Dive)i`J� Large -Head TappTI13
11
12
EPB44A, 0_R44, EPB46� EPI558I
El
Embisdd�d Post Liare
Embedd-d Parit Plase
3
4
til)3B, 110,56, HLI HIC46
l-FT T4, 14M, 'F4775-ShIll
III ttldo,ima
Tersiorr Tivs
Seg #
Product Model Number or Name
Product Description
I
XIVY`� I t 4*1,�l 224, N�Mt) 1114 P 11224- 2K
Sainsis Large Diameter HeitWasher Herad
Ul 124, Stforig-Orivis Xhl kiediurn-Heatl Metal Sef�oalfng
0
13
LCI LCEW
Embedded' Colunur Sese
5
uFTisl,LTT,U5l LTICI
Lialil--laJorr Ties
1
SD1l,*rz,:3oU, SOW222338, SD%V224,]l8,, SUIVY2245b, SLIW2_2MM 3011AI2261rO, SL11=211338,
boonli-DI SO10i Ell and 71HUSS-PLY Svevi%
Topping Ixrewswrth #6 1 Poinlorld Meoijini Diameter i4ex
14
LPC4Z, LI
Lig M lacat C a p
SOWC156010
4
D(Ill Pettit
15
10
MPS44Z, MPS66Z, MIP888Z
132441. P84,lK P15.46l PSK P85OR
maim" Past Base
Embecidud Porat Eiaso
FLI lw-,R5,
-e,
iD`.`i,'Ci54l5P_I
SDV-,,-4TQ3IYM8, SDWH1940002, SMill-f1wax'E. SO-irwHio8ows, SuwHilvix(FIB
SftQng.0rllrL, SOVe, TRUSS Screw
1,3V o" - 0 r ra, ii S, DWH T I M 8 E R - H I S o raw
6
XUarISIC* )(U34E1016-5K
*10-11OStrongl-Lal tketsiSelf-Dfirling, Topping Sorelv� with
17
FI FUS46, PEI-5-66
Ennbedd-_� I Base
4
SC)WH274DOG SIDWI-1275OD-J, SICiVIT-1278COG. SIDVv"271CUDG. SEW-1271200C,
*1 W., Poll
is
19
PBVO� PBVIO
FiC44-16, PG4648, PCll P06416, POW16 PPC_4-16� EPC46-18, EPC48-115�
Round Post ftoo
Post Ca F
1
SSI 9B7f8x24, SB1x30
eWdlfctDSkSrijI
SB Aqcfor Bum-
5
6
SDI0616212, SOM16300, $116312, SDVVSI 6,400
SOWS1 9712, S()VVS22400,S0V1Ks-22_--A-C SDWS-22512. SDV,,�5225DD.
'Strong-Drve SOWS FRAMING Screw
Staing-Dilme SI T I PABER Screw (interior G rade)
0
EP084-16, EPCI
8STSi R, SSTP,2u, SSTB24, SSTI SSTBZ;4, SWEX S5TI il �-_TI SST524L.
SSTEr Atchar Saft
S-DW-G-22800,SMS22900, SOWS221 OW, SMIOS2� '00 GEMS221200, SDVVS221 500
FL#35320-RO
1-0
F,--4Z- FC4P7_ PCB-7, PC6R4 PCZZ, PG8RZ; EPC;4Z, EFGIRZ, EPC6Z, EP05RZ; =-I
El
Post Gap
SSYS28L
7
S9)A �=_UUDIA; SL)VVS22400I SIDVVS2250I SuViIS-Z26000B, SOWS22MODS,
SDWS221 COMB
Strong-Driolle,9I TIMBER
Slid X
Product Moded. N umber or Noting
pilmductDL-stpription
21
PPU"-4Z, FPE;44-15�Z
Post Base
a
SDV-;_-22312DREI, SOIN5225121i
qFhNS275Ofj_SS�
Outdo?r Accents Structural Wood Screw
1
OSSC843.5, I)SISCS48, OSSICII DSHS
Bypass Framing Orift Strut Connector
(D
22
RP5Z
Re" frost Bass
FL*i3M-R4
9
SDM�__73008S, SOINS27400SS, SEV;1_1,27LW�S SDV%rS27W0SS.
b-trong-Dirl SOWS 7 1 MBER SS Scraor
2
1 FC845,5, FCFt47,5. FCB49,5. FCRA111 -5
Kypaas Framing Fived-Cilp C;onneMr
SDlAt--2Y10UD8-1i, M-'YVS27122GSS
3
FPH,9D,A1IL,1d, FPHSQ34B1O1d, FRIASD3481016-5K; FPHZ034,91214,
V143-15 arid V12-14 SIronS4)*e FFNSD Framing-bri-CF-S Self-
S_ #
Product Model, NumberorName
Product Innsciription
10
'�'DVVV113400
ongDiwe.SOV4%P SOLE -TO -RI hl Screw
FPHSD34b;ti-14� FPHSD84B1214-5K
onord, Tapping scrown
ICU
fol.illi
I
2
CAAST12, WST14. CMSTCIO� CS14, C516� CSift- Camrs:2111
14RSI`� HIRS5. HRS12, FHAS, FHAP FHAl2, FHA18 FHA2t FHA30, RAST1125, NISTISS,
cibl(4 S-1w-
-"it al 9? ".1 (l 2
11
STH22
Cul Accents Hax-Homd'MiGhor
4
LS�r,4 25, ISFC6.25, SPIC2,25, 15FC4 25� SFC(l
LSSC4 26, I_EiSCS.25, l 25, SEC4 25 SSCI 25 MESCI IMSSC4,25,
Steel Forming Contrectlir
MSSC6.26, Steel Stud crintlectors
S"
Produ!zt Model, Numbergirgame
F!MijulQWg0attun
1V9FI48 IMST180. MSTI72, &MST27, &MST37 &rll
MSSC4 -416KW, rNIFISCO 25K'W
I
FAA- FSA
Enunciator AnCtrar
3
H-� Sir, HTE2A, HI S29. 1111�530, TITS-30C
H"-Y T V'It 5f raps
ELM _53S,_R3
6
FICIVAri, RrKUIA6� RCKiV`,5, RC_'.lNN3C RCKvv6.b8
id Knee Vrlafl rormientnt
=3
2
F R PIP
Flat Fibrinditt Priurdatl Plate
4
L97AM, JllSTA30, LST49, I ljjS-TA9, PPASTA124, NISTA15,11i Ni MS70,24
Strall 4'� mil (1 a 9a)
7
SCRAS�;, Sl SCII 9MID 5� $r-'6411 5, I'vIiRCEi IvISCB475
S"i;vs Framing Slide -Clip Corin in dot
3
CHI G1114,0-80 GH4", QF[48 8,GH41 C-I-6, GA410-a, Ol'-Wo, (314CIS-8, 1311168-6, CHI
8,GH61F_�e.GH6IU_8
Girder Hanger
5
6
LSTA9, LSTA122 _STA16rLSTA18,LSTA221. LSTA,24_ST2M� s72-122, STI_II5� ST2215
I-SLISHIT215 SUBHO 25; MSUSH3,-f,
%aail a-- mil (-'a g a',
X
i
Prodiliat p4l NuWb�r or N�Me
AS 18, AS 18$5, AS 1 83t)
Prod 119t 9029112.110
18 gra Taur5 Miles
8
9
5CW251,147 , SCS42-6V6117,, SCStI,2-6e[ I b� SCS&-5d 1-8
SO-WS 2C, SC'Ni�5
Bypass Framing Connector
Heazi�-)Ahill Sfide-Clip, Connector
-0
4
5
GI QLB�'El� GILBI GLOW. G-I GL1137B. GW7C_ GLI
GLGT512, CDLT812. GILST516. 09LT816, GLFT52,0 CBM20
Glularn li-e-irwc Plate
(,I-jlam gavumg III
LTI
I TS1 2- LTS1 6, LTS1 8. LTS20
Laftrar -I plate
Lighr'Popf St-s
2
3
AS 201-1$
A-3-20
20 ga, Htah Smarigth Truso Plate
20 g., Twas Plate
10
SK-8,25, SX10.25, NiSJC8,25. M5JCI0.2-,
q-*el -Dist C-cinnecritirs
Bilaaa Framing Slide -Clip Strut Connector
Heavy -Gulam, 8ea Plate
I ST A �1�0. NlSTA4,36, ST 6 215, S T 8 22 4. S T9, 'ST 12, �-�g 1 Z ST of :,� r_ _7e, M S T C4 0. M S T C 5 2
Straps 1-4 il t 16aul
4
kSHIP
Hinge Plate Cy-mrieutur
XLSH78B1414
#11 4-14 51rong-Orive XLSH Shouldered Tapping
6
7
HGI I HlI HGL5D
FIGT-2, HGT-4
ay
HIra,,v Girder Tilaidig-in
10
MSTC782 ST6236
,
Straps e., -1! (14 g 9';
&_rrv�n
Uj
8
9
UPP'll
URFP
Urkirer�-I P-undafiori Plate
Universal Retr--" Form dation Plate
1 -.
12
MI ivTSI6, il 8, MTS20 NrS30, MT-S24C_ MTS30C
a--uj 4U6, _-RI Z 1, S18I SIB2.37, Vi V52-1 2 VI S/E�3 62, 5154.1
S084,12, arv4,2sl V55.50
11ded lu m Tw--t S-4 as
Top Fialge Joist Hangers
FM 5730-R4
I
XG.lSlrjlfjXQ10101e-4K,XQ1'�-�1214 XQJBI;,14-',SK-XCCF',qSl')24,'X(:�16BI224-3 f,'16.412-14 and#! 2-24 Strong- Drive X Metal
X0114Sl224,XQli4@1224-2.SK.XQ112SI224,Y�o-,I:-�a���4-2KX34SINe-5K�
XISII X1181016-41<� X181214, XlB1214-3 5K
<
13
&DAZJZ6� afDA2.12A01 SfGA21212. WEIA2_12;14, ��ISA4.1 We,
SIBA41an112, SJ13A4 151114
I op Fliarge jolist Hangers
Sea
1.
Product Model, N vai bar or rilarne
111111
Product Description
Ad hesile Alicho, for concrete
V
MAY 24 2022
z
VIRTUAL REVIEW ASSIST
z
114
is
Silk I A
SV, CnW stHOSI3, S440 i OS, S 11 D I Ill ST fit 5S, SIH. D1 5;
Hrivi-anoTio
Hr1tjc,,,,is
2
S
GAC, GOR GL)PIM-lot, ULPM. ?15, QDPM I OQ, GDFS, GIN�50. G�hi- 75, Gil G TH
POPA, PDPA-K PrIRA, 110G, PMPAT, PrIPAT Y r[tiVVP. PIT''It"J" iirl'� PDPAM
cas-aariatea witilhors eind aosernbles
Pay.-derartuatpid faskncrg thniailni"id 1511JI-15, and
Virtual Review Assist, Inc.
<
16
stiff -DI SMD`J6� SiFill SMIOU'l
Hall
P0P,,ir)WL-fVr,, PSV13, FrIzEN1.5 V, loi.'Arll Pf(1,rJ1PA, PTRHAI, PTRIII,�i.A
_j
17
tk,_ICT� arlI
jrust HarrqErs,
4
SETAG
Adrje,,,,� Arralror rar concretD.
Plans Review completed and appr
,nlk�
for compliance with the 2020 FBC 7t
SHEET
NO.
Edition by Debra Anne Klahr PX230��
March 15, 2022
PA 1.2
`
NOTICE OF ACCEPTANCE- EVIDENCE SITN-UTED (1)
BO-MMAND CODE AD AIDUSTIRATIONDWIMN' F(-,26)3i L Evidence subtracted under pre0o us NOA D. QUALITYASSITKANCE -1.,
2- Shding Glass Dool sheet-sli 3) Water Ressistance Test. per FBC'IAS _202-94. 1 Notice of AccepiranceNio. ri TO ViSiOn Earasioa Lizinted for their CU
-1le Rigid PVC- Exterior Extrusim f or Windows and DOOVS7. dated 03,11 3"AL 55 0 Co 0 >
This N10i being issued uWe-- the apphcable rules,.md regub thi-cmug16 -1 of-1 I pre� A dated i - -
st be vahr-d after -the exlsixati=-date stated b-1c;x- The Nliannu__Dade ('Latrcl Secticla & TEST$ Along glasis doloi%prepar
(In Mil-ausiD.-de Ccmaqi and:orthe AHJ (=- areasother Dadeic-crai resslt've the right iz ha-ve thvo L T�stmorton 1) Unikum'St2tic Air Pr Test MFBC L;VSj' 20-1-64i bv Fene n Testinaz Ltfib. inc..'lest R±t 'No. VTL 8549- dared 114061 _isigned at Windows and Doors"ill 12XI&I66- tmp on 1 9) 2 1
product ormatill iefate4fix quality assmumeputpos-es. iff-this prodttict ormaterius fails to pedbrm in !he accepted 2) Lame Missile liull Test per MCI !AS 201-94 s�aled bly Idaahn� Ort�gga_ R E_ (Test teptart revised on 121,04 '15 and 02;11,,'16) 3. IN we L
cusi the use of such Product or 1111terial within their Jurisdizficill. MER reselves the rqffia to revalke this p
.14
101 U4 liicfor their "TAN _11.440 and Lighter Shattels ("Non-Allitte) Rigid (,f tior
This pioduct is splxoved as destribill hetein aad ha -s been del to cculply vi, the Florida Stu itigCodill &ealed bvTualtnis Ortega. P-E_ 11'est repon revised on02-15 6asillil1"
gh Zone- 2) Urat bfm Static Air Pvesstwe Test, per FBCt TALS 2102�94 along -a nia �---irp drawmip and installatim diapram of viayl shdm-E glass door. Prepared-
DESCRUMO;N'Setie_ -R47012 —70"Vinyl Sliding Glass Door (Rebtfol wil 900 & 13VcorulU. - 5. of Acceptance No. 1"71-2.04 issistu-sd toENERGI Fenesiation. Solutioas USA.
.�JcTced EanyTeu- off FBC. Tilu-S 2U_-, 94 21) Large 1-dissile imvact Test per FBC1AS 201 -9-4 Ini tar their "XXII(ex Rigid PVCEverilorExttv*ns forNA"'indontsiand Doors -red
along withmilip druwuLgags and znsslallariom diagrain of vinyl slid door- 3) Qxk Ivi Pill Loading per FFBC_ TAS 22i M Wl 7 tx1** on, 0212 81-18.
byFenes-ii-a-twinTilli Lab- Inec-Te-st Replan N1o.FTT_.8546_ dated Illm-&-15i Signed and -up, c! s and installarion dia-pan, etvinyl slidmg allss door., Prepared 7, T ess report s Notsl_ 110-01i A` per ASTIME-84-
Umiratiows: along mariced f X z
4, Pocketwalls under ss"-st-he-appo'l +0 offiCial 5) C�Tlk Wwd Pmstxe 411.,oading pert FBC- TAS 203--N-m4 ei Rescat ance Ti per FBC� TAS 202-914 9. N'c of Acceptance NO. 16-1117.01 s'su ti Kirara,- America, hx-- *:or tbeir
LARE,117\ G �! E ach tuat shall kle tr a, �)enuuseat labe hvith the utcasehl ctiae.%% Wnse ot lo'go, c ity, sta it lusd sitties and 1 6) F c � T d E a ur y " T e s t 7 p er F B C T A S 2 9 4 4) Large hinsille InVart Test pe. �r FBC, TAS 210 1 -Trol Ultrack-ar, and Color Pli"'l) 111terlayers". otpirmig on 071K,18.t19_
gs and irisrallation di
by Feriestration. Teiiiir W
RENEWAL- of thi i NO.At sh& b e c =sideredl afte: a x enerva I aW h ca hm h,--, b e e a f de d and ttere Ims, b e ea uo g7 Lab, Inc.-, lelit Report. NeCU1, 854 dated 12*V15 signed amd 6-Jorced ErAry'resi. per, FBC.`T'_A,.4_q _202-94 F. STATEMENTS
sealed by Idalinis Ortega= P - E - (Test reports f rxi along -%v marked -up dra-,vings and installation dia rant of -tiny! sliding gbss dool prep &--ed
TM'NWkllt,A,T10_N- of ibis NOAwill occur afttr the expira6mdnte of, if there ha-sbe-W a rernsitcu or change za fhe Lab- Inc-, Tieta Repor No- F IL 6_137 (samples A- I thru A-51 dated (20171 issued by manufaMwel dated 0-0-14117. Cqgaed & staked b v MillerPX_
EEN T � The'NOAnuctiber pT-eceded by the wol Mianii-Dax de Cclumly. Floridal atwA fi3 Ilow ed by the 5) Cyclic Wind Pressure Loading per FB TAS 2013-9-4 4RER.Test ProposaiNo. 17-038`dateill 7_um-edbvIs*Cb_1nda.P.E
Wain 01 vim
dome inizi; entirety, ol with niarked-up, dra ps ind installation d' 4 Slida-12 glass it" pre- OTHER
INSPECTION: A copy of this eatireNOAAsollbepro-tidedro the or its eflestlZitiod, L
E:xpft ID nit Apiri,114,29-
ir "" z i i - " 5 - ill U111,
NOTICE OF ACCEP T-k-,N-CE EN71DENCE SUB-N11 TTED NO-TICE Of ACCEPTANCE; EVIDUNCE SUB -NUTTED N!211('f OF ACCEPTANCT. Qk-IDE NCE SLUMFE,
1, Dra7al No, AW-5-577 OtO Rev B. titled -Viql, Slid MER Glais Door N(Jak (111y', s. 1190 IA�_ Durabilitty-NN o Fog -Pass,, f S�nrNwkvd nif der F f-i s _V0.4 Not 1 9-04ft 051 It Draw aw '.No. Iff �-,557(1 0 Rev B. titled -T, in-vi Slid ing Glass Door 111,;OA (LM)". sheers I
04,ill signed and sealed by A� L-Iii 11%filliff. P_E_ 0� Qualial Put Dunasig comply-ing with ASTIvI C 8 - Thernial Conal 21. 2 2_ B 7 signed and sealed by A- Lynn Milier, RE, Cn
hr.4 --FFASTIM F 1249 AS 1-M., D 14� _Aiim Pennill'ass. ASIM E N ote This resris k-011 coosists, rrer,12cemient of "'b'sune e.�ust 11121 insiallaticta sx:-re%a, 1;sriih flat head.
IP
Vin 3
21 Uniform: Static Airptessu:re Test= Loading per FBACIAS' 02-94 Vmon Estrusions. 11-td- I'aarts compt h PVC-j�'-`l 303- 1 Voluntaxy Speci
Large Mwile Iz—rwa t Test per F B C T-A S 2 0 1 �94 AA.vLk Fenestration E_ Profile CatiEcation Pro, tirix-4 na-der Y0_-J Nix 71 ATION $
- c per FBCt TAS'203-94 , 11-- ioils. Ltd- -Parts c,iian4vying with PVC -Al I L 30313 L 7"I'litline
7107.3,, PGTPWr762,0�A A it, 11(sisal) iuid FTL-2 0-2 10-A- theit "Tan 3040 & light shaide (ulan-white) Mike Righl M'(` ExrPtior Extrusions for 1, Notice of Acceptaace?l,�o_ 19-4)31015,02 issix,41 ril:oKuratiry America, Inc. foritheir
PGT YW7762f0A Altmiinuxa Fbced Madow f unit l0linproposal) &aied07)133;20_a1lsigned Windows and Doors-_ e�;piii on "TrIuslifolt, 1-Thraclear. Clear-, and Color PN"B,GL-1 Letterlayel"i;-, t.VU_M'g on 07ift"24- 0
and Sealed by id alinis Or. P - 12- 11, Notice of ALcepi No- !"12242 i:- to Etierp F---- tion. Soi USA, ifle- fix 'Notice of Acceptaiice No. 174808.026 issued to Kurariv America, Ltc. for their
their series -NAlite Rizaid PN C ExTerian. Exwuslons for Window5and Doan"ex-I on -Senti-,-GbA#, (Clear and Glass Interlayers'", expilitig on 07`04;23-
> CL
krichorr vedficaric'm calculatical"i asid ELtructlitral forl) indontsi 0
Edition (2020), dared 04+22,111121A Prepared by manufatctitter. signed. a -ad sealed -UV th& 5-Bri & fight shade cap costted Wtnte Rigid PVC ExtermlExtrusions fill and Dolloi S on 04'"'Ill'' 4111)1 14
Ai igcomi X-STME1.300444.49. -12 and 46. "VE 1000 Tan 2 01. and lighter shades (_Non-Wbite) Rigid Cellular PVC Exterior
Clazin
Miami -Dade Department a W Economic Resuuszvii OUR). P
EA-UTERILAI CERTIFICATIONS staxenleal letter 011'', no, ' m-ancial mter� and of midepleniii issued 'V--- maauf�muri= a I- statileixient letter of confonamce to FB( 711 Edidon (210!0)T, dated 02,01.,"21- issued by
"TrosifolL Un-aclear, Clear. and Color PVB Glas5 Interlavers-_ eViiing ort Pfi�,il L-ableling Agreeem= docutnee—m- bletwem PGT� dated 03,30:15 and siguied all Private Labe&g AgTeement dattd 0310&21 betwi PGT Indul Inc. and CGI ICU
I N fice of AccepranceNo. 7-0803.02 issued toKuraravXtrlerka. Inc. for their both coavasnie�111.
eX
OTHERS 4
26.
ed
2020.
ishaq It clul Plit P—jkodurr Couirml Uail Supervisor Product Control Unit Sup*_rti--or Edition by Debra Anne Klahr PX2300
March 15, 2022 PA in
11
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MW_DL1_CJXAA1X ���� ON Ir -,qo_ 2"'SIL61 1
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T[LLff TESTING GEWMIMEERIF-8 MrALPANY
TREPORTS:
22_Tf__'ST
0. MATERIAL QKARA-9-1-KIRWICS AND $-PE-CIFICAMN
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- __ ___ - _____ � __
;�ALiMVR
�
Large missl[e In- d a_ -A- fatigue load tests were perforrned undor Protocols TAS
Shall be strictly in acoordance vitith General Notes and Components Indicated on
A'�TILLIT, M, 1-,�F, WITic xoir-
"T, PX L n'. .141
201, 203 as per section 1626 or 1he Florida Building Code I.-Initormstaticioaft
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P-E.D), dravding
'fl, Ll-Tk��11
as per TAS 202 Protocol, Test reports prepared by Hurricane E7,iinearlria &
No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
Testing, Inc-., Rapo=� `s MI&S69 dated OBM911 996, seilf-5770 dated 0911 811. 9016,
�
2& of Product Evaluation Document 'P.E.D.), drativing No. 2(1,47C
. I
PRODUCTEV ALUATION REPORT
996-T30 dated OV'20110-91]iu all thnse signed and sealed huo Floinor:V, k1lina,
P_E_, FanestraWnTsesting Laboratory, lrrc� reports# 2OI dafadflSoLl8i-!oq8 and
'
-
# 2126 dated 1, i]n! 9 4 witnessed by Gilbert Diamond, P�E, aria Wn-noft No�
7. UMffAnM C0NDITI0N8PtF._4$F,-,
REPORT NO.: 20472CO-11
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0219.01�K d "a ClSirch A., zj[1_9� signed and sealed by Edmond— LamaoSpada,
. -
RE. and Henry Heilt m. -P e.
7.1. Shall ble!s1rictly in compliance with General Notes No, 11, 8 thru 14, indicate(!
DATE� July 28,2020
on sheet 1 of 26, LiG well as General Notes A I thrU 4 and 1 1 thru 16, indicated
Tensile test rmor'Nc- B��o-- by C10 Nfetalluruical� Ino- dated r-1--cht �3,, 20:09!
Ixi sheet 21 Of 26 of Product Evaluanori Document iP.E-D,), drawing No. 20-176
PRODUCT CATEGORY- Shuttim
signed end sealed by Rank Grate, P,E_
prepared by TI[facm,, tinct, and signed, and sealed by Walter A. Tillift, Jr., P.E.
PRODUCT SUB -CATEGORY; Storm Panels
. I -
U,_$'TRL[CTeURAL E-'N�'G�NE-F-��,jkL.tZULATI,QRgz
7,2. Product May be mstalled within HIGH VELOCITY HURRICANE ZONES as
On 20G�ALtie Get noted Steel Stotri-L FOrmal for maxirni-Er.T1 panel lengthva Tfi�Ls[gn
defined on sactlon 1620.2 of the FkSnda Building Code.
PRODUCT NAME: 20 GAGE GAILVARMED STEEL STORM PANEL
wind I ,, as W051 A s qunnmu M anchor sp,lac Ing vs. dosign T.A.-in d load and pa ITdI
I
MANUFACTURER- Q1QbaTI_P_roW4Lon.Erodkm"AAA
Ion( 11 I I
gth bieseci on ratfonat and ooml.mrafive analyeis, ar-o ur, acYordancevvlffi
sedlon,161 6 of Ilie florids Building Code, Calculations d by 71fteco, Inc,,
7.3. Product shall only be installed ow poured concrete, concrete block, and
4600 &W, 5 I Street
Oracle
dated 111031D8 anct 0311,2116i signed and sealed by Walter A. T-111R, Jr�, Pi
wood frame struatures.
Davie. Florid;03314
1-PURPOSE QF EMALUATION:
1-KI-SMUE-KE63
Product Evaluation Report prepared by Walter A. Titill, Jr_ P,E. (Flerlda LiGens-a
This is a Product Evaluation Report issured by Wetter A. Tiffilt, Jr., P.E. (System
Large missile Impact under section 1626 of ft Florida Buflffl;W C�uada. as per
- -
ji -it:
No � 44167), President of T'.t--r,,;- Inc-= f r wida CA-000,9719).
.
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
TAS 201 Protocol.
61020-3, Method I D of the Florida Department of Business aind
4, RESMT AN QE�
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Professional Regulation.
,WND;L0AnS
20 Gage Ga�v--nizc-I-1 Stooll Storm Panel has been verified Is sustain -wind
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This produall is being Issuedam Ev4luat ion Relonrlt as described herei n, and has
pressuras. Maximum inariel length shall be as Indicated on st-aele 9, % 14,115,
_. � ;ST �',
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%
�, 1, 49 r .� 'I � , =
il[al, 44167 , -
been verified for compliance In accordance with the 2020 Seventh Edition of the
16, 19� 26 and 26 M28 of Product Evolu rine
ation Docu -tit (P.E-DA, drawing No,
- - � -- A,��11 -
f - .7" 14' _-3r T` l_ �L, ,
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Florida Building Code, and
I to verify that the product is for the purpose intended
. cingshaN be Pas Indl
20-176, Maxim.um AnciTiIf Cenz caled On shoo -A di� 9, io, 1,t,,
14, 1 1 7, 1 8, 1 9, 20 2tt 2C 26, l'�'Irod Eval
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at least equivalent to that requIred by the Code,
.15, arid of of uct Ljo tion OirEE r,,c roeotilo.E. C.),
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drawling'No, 20-176.
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This Product Evaluation Report shall be subject to review and revision in case of
I A-51 A-LLA'-,rl Qbt
toil�'lii,�, ,Tl`�
oofmrst�,,iI
a Building Code change that may affed Its lirrilitations and conditions
lnstaltaflon,,i-hall lies performed strictly in accordarics, w4k, details indicated on
2- EVIDIEW-E SUBMITTEM,
. j]bCLrnaot
sheets3thru7,10thru2D,23,24a�i426of26,ofProdud,E EL iT
So Law.
i66101L.
D�T117ECOADMONRECVROATF.E RiEf-ORT oi 1, G LOPAt- PROTECTION P ROD,JC -'-, LLc 1 20 a AGE
2.1. PRODUCT EVALUARON DOCUMENT iX_.EDJ%_-
(P.E.D.%, dr&winq No. 20A17G. Minimum separation in olaosshall be as
L I
Z��LV�t4VFU�-TLEL*-FORA�PANEV,-,RV,'C-4nt--76'.R�POFrrg2o-o72&0'I
Drawring No. 20-11176, filled "20 GAGE GALVANIZED STEF
;L STORM PANEL",
ts & 14' � :;Vn -.on
indicate. on shea ,',6,2�zarid26ot26,ofProdu��,,�--i�n- Document
sheet-- I thru 26 of 26 prepared by Tifteco, lrtc�� signed and sealed by Walter A.
(R E, D .), drentring lifo- 20-1 76-
Tillit. Jr-, PiE-; dated 0712812020, This drawing is an integral part
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REPORT fli
20-0727,02
DATE-
July 27� 2020
PRODUCTCATEGORY:
Shutters
PRODUCT SUB-CATEGORY�
Storm Panels
PRODUCTNAME�
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTOREW
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4800 S0. 51 Street
Davie, Florida 33314
1. -PURPOSE OF EVALUATHON:
This Is a Product Evaluation Report Issued, by Waiter A- Tillit, Jr., P.E. (System
I D # 1906) to the Gi oba I Prote cti on Prod uct-q. LLC, Rule Chapter No.
61 G20-3, Method ID of the Florida Department of Business and
Prolliessf -anal Regulation.
T=Ns product I$ being Issued arn Evaluation Report as described heroin, and has
been verified for compliance in accordancevidth the 2020 Seventh EdhI Of the
Florida Building Code, and t(I'llwi Illy that the product is for the purpose intended
at least frqo�vafent in that requlred by the Code�
This Product Evaluation Report shall be subject to review arid revision !ITT case of
a Building Code change that may affect its limitations and corIdiltions
2._EWQ9N9k_SM_B_M_1T_TED_'
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Large missile impact load tests were performed under SSTD 12-99 standard as
per section 1609,11 of the Florida Building Code, Uniform static Iloads as per
Section 1709.8�3, par ASTM E-330L Test reports prepared by American Testing
Lab of South Florida, Report*0814-01-01 dated 03111,102 wftpossad byWiMam
R_ Mehner, P.E-. Bortz Mi e Re t
, oroz, P.E. and Henry Hallam, P.E. anr par No.
0219,01-09, dated February 25, 2009, signed and sealed by Edmundo
Largaespada, P,E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section I BDO.1,2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 'I I �_101-10, dated November 23, 201 0, signed and sealed by Julio E,
Gonzalez, P.E.
Tonislio test reportNo- 9CM-198 byQC Metallurgical, inrL, dated March 13,20091C,
signwi and sealed by Frank Grate, P.E, As per ASTM E-B and Tensile Test as
Por QC Metallurgical Report No, I OKM-1 318, dated December 1, 2010 signed
and EiI by Jerry Jaciolieno, P,E. as per ASTM E-8.
2.3.11R U-QM—RAL WQ_KfR1N0&__AAJ0_LA,W
. _W
On 24 Gage Galvanized Steeit Storm Panel for maximum panel length vs. design
wind load, as well us maximum anchor spacing vs, do -sign wind load and panel
length based on rational and comparative analysis, and in accordance with
'
ser-tion, 1604 ofthe Florida Building Code. Calculations prepared by Tllteoo,
Inc., dated 1Z"18.JY10 and 08/27;i13 (for this rovision), signed and sealed by Watter
A. Tilift, JE, REi
.&MISSILE 1IMPAI"UISTANCE:
- �
Large missile impact under s,siction 1609.1 ,2 of the Flonda Building Code, as per
.
SSTD 12-99 Standard and TAB 201.
4_W_ND_L0_A0._RE6I$TANQ E�
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressuresi Maximum partial length shall be as indicated on sheets 3, 9, 10, 11,
12 and,17 of 18 of Product Evaluation Document (P.E.D), drawing No. 20-175,
Ma)dnwm Anchor Spacing shall be as indicated on sheets 5. 91 10, 11, 13 thru 16
and I 6 of 18, of Product Evaluation Document (RE.D.). dram-ing No. 20-175.
24 Gage Galvanized Steel Storm Panel has te-on verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-�99 Slandard.
ERDAWL10, �AL1_A11QX_WQR1NQ__2Qr2= 3
5-INCTALLA-MOM
Installation shall be performed strictly in accordance with deitails indicated on
sheets 3 thru 8, 12 thru I 8 of 11 8- of Product Evaluation Document (P.E.D.),
draw" No. 20-175, Minimum separation to glass shall be as indicated on
sheets 3, 6, 13� 14. 1 5, 16 and 18 of I 8. of Product Evaluation Document
(RE.D.), drawing No. 20-175,
.0..MATF-Rt-AL-Q.HARACTEMS-TJC,5 AND_6PEWA0A1JQN$-
Shall be strictly in accordance with General Notes and Components indicatecon
sheet I and 2 of I 8, of Product Evaluation Document (P,E. D,), drawing No,
20-175.
AnchIorlipecifications shall be as $ndlcated on sheet I of 1 8, of Produot
Evaluativi Document (P,E,D.), drawrinig No. 20-176�
L. LI.M[T-A,TION4-A-ND-C-QNPIILQN-S-OF-U-SL,
71, Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
prepared by TINeco, lnci� and stned and sealed by Walter A. TdRit. Jr_ PiE_
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
' "
as defined on section 1620.2 of the Florida Building Code,
7.3. Product shall only be installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report proWed by Walter X Tillit, Jr,, P.E, (Florida License
Nm 441M, President of Titteco, Inc, (Flonda CA-000671g)
W'kT'LL
T L CO ADNION RECO-uni k F
,)�%Tl TE
GALVAMZED STEEL STORM PANEL i
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PR0oucT F-VALLIATlar4 Rrpawr
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Atrolflo6fiOV, Nurtem 291-1 - R2
EX Project NforribeIr 20-31543
Product MEL-nifou-Ner: All Arnifficarr ShuUm Mod ShEAR;
ManufaeuErn Alcorotoc 1540DO-eHaFloact
Wast Balm, 81tittch, FL 33400
Product Name 9 D-c-Hplicirr 24gaGalcagiz-,'---tleiSty-'anela
Large, Missile forip-ct Reeielo-1
Scope of Evaluation:
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-i�Prod�txtEVAK�ffWnRepMi�,be�ngi�s&�r,dir�anc�aqdan"�Mh�tpf,�-l�l�e,ml"ITitso�tt,,e-�--oda
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tooMed srI gwAinded as N.-mmanzad hareh, U, N,how coomeanoo vdith the Foods SuAdEng Carlo
Savorith Edition (ZOW11 and ra, for the purpose kd&III at *oet equIvalant ED Eval fecF." W the Code
R-evalualJoH 01 'his pfoduct sneg M required LIEPITiving prEalne,it Flw�da SRI Code mcNiffi-dons, ur
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Substantiating Data:
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EvA.MoER Report
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VIRPERMN, 904fic stru,turat oerl � ntwoe-"A ha. IR�BTI "wWO in apcpmdance 01h -A6 210l� fivir Imf-rwterds per tev
rewe(s) #15T.Azve-17-001 tH, &.acwialer TERARIPIP irc
' �fg-- NE,SBQe i -ac[Rof;�Nfore;� -oa cyclic lsacsng perforr-we has be.. N�-Led In EE-HoIano* With TA-
2Q1 and TAS 203. feet starI per totoreENI #8T-ASG--;--901 by Man�matv Toetrrgr RIO
. STRU91ELW THDINS
,AL MINEEFUNG CALCULA
SIR,F,Roni� enipri�ntj OalooWons Have been preWeo vou- e-bate, the oToduct F-oct no
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3 MINNORUMI GLASE, SoLIBI
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Limitations & Conditions of Use:
Ltse OF this po(juct -h.E be in s= --�Udanea ,enh Ilia resp�-x- Product -Muetao. Doteurfent (I 0.
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101 PLY'M�CO C ACCEPTABLE ONALY POR SIDE C LCY511 HE EIIIIEC �,,,
10, FF HI K1 APNC�10 Ri HNEF �Fi I I!, FOAPI F,44,L� III'STItIDPRAMING, I VCR SKkLL DE LOCIMICII WIN
ZEFLLR CS NICAF1114AL 21' 11 I' IrIEW) IINOOD G11.1 r� (?�-, Eck�>L DIETArI 15 AcCEPTA&I FOEI WOOD
FRAMIN%- WOOD STUD 45I 9E -SWTHEAC PINE' 1�-0.5$ OPLGREA7ER DENSM. LAC SCII
'41I HAVE PER LLIPS PAN READ OR HEX MI
L1 RVOSAILF, 4MOZE-IORS ARIE� DEI FANELM11TA, All-VOINT5 5aJI-517' B MRASS RN15AVENG.
'I MACI-E1HE 5F`1RE 1445 SHALL HINE I(V MrMEMJ M PIGAGEoTENt OF IFHRE�,Ds rFAM) i-Hp BASE
ONCI OItIr FIND 411 Ii H,Wf II 4 PAIN P, RHI I T, 11 1415U HhAr �, DID WAFER 11 3I (NUEFFRALK Ro. L.r) I N 0
13 141FINUM 8,46ETNA� AND EES�E DEST FWE EXCLUDiES STUCCfJOR, 113T HER VALLF3711SVI
F4, M -te--CNk.7L'. AF4110A 0DINDITEONS WI11*1 ARE 14I ACCEPTABLE ORES.
tS - * DUIECT MOUNTING CZ�0171045-
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1, FIb- - RSICIECLU�EARVUES ���:!!�,l�ILLIP�r.X����:1:!:I!!g CMITIREbHB"re, buTcHiLyrrRevives
MI AULQ,ArAE,U5,APCWA;iPM.1fQ. �tA,'I.�MUP�tfiiLLOe�-���L�FAP4$APiDP�eSSUfll�-.IN-�l-�AT'tD
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MAD!MAT- -4CF<FRnPE. Sa-E�7CEMCNLLIO,I)�;REAT�TliAPJCREC�UALTUT'JEGP.1'31Jraf-,IG,4
ANIV SP _ ,_PSRi __ �
LOAD ON &FRITTER _ N S,REATIN" IrRsN % F.r,�,O,L70SHOrTEP�$PA",f,ELF�CT
11 41�lE�tC-'4T�l'PE14,NSECI�L-AAP�Al��F'�l:�,r,LTIE FFDQ1qTIF4IQ', Defffl[�FEN (SEE FIFELINE-IING' DEILAIIIIECIN
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3, 'PAI%E4 EASTEFILPFeIIIIII LEEDIN r-OFd UIRL-110N ,9TPI ALL MOFJNrr-ENI� t"MUST(M
r'-TR4(YSTUD0fC1AFV�LE,1-Cjr U51I PANEL FATEIN41I $PACIING TABLE 1AHJFS MFw
ALL
W - A= -0-R-I (ff�:LUDJ NG 5-IRLDOU7 COMMP-AII
4. "CKOR55.�LLEEW�TP-aL9)INWXCROANreW�TH.P,W40FACTUR��-'REICI�lHtNUAT�Dw�.
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7. FIVEHHOM EMBSLIEMT�V PIND BENIHE DISMINEE FINCLUDE5FORIM Hell, FRJCX� AND �, FE-K WALL
`IINTSHEb MAE L PRO19PI AS WHAU� INE ONTIRD70 I/4" MAY, R, SIHALI-ii VfRl�,ED BY OTHEF-i 70
AGELWAIELIr TRANSFER LCAM TO HOGT STRIKrrUPE
$, 1-01-4-ETE AO,�PS NOTED H EI SMALL BE EMBEDCIFFID TO (IN -C�RACKPr 0ONCRETE CNLY,
9, WHERE EMSTINC STPIUCTURE JS %OOD FRAKNG� E' KISTING CON DITIONS MAY VARY, FIELD
VERIFY ITKN- PACT2NERSAn 11%`T�Ci A05QUATe WOC DO FRNEeferi MEMBIms, NcEr N.mODIN, HP.-TEENTI'to
101 PLY'M�CO C ACCEPTABLE ONALY POR SIDE C LCY511 HE EIIIIEC �,,,
10, FF HI K1 APNC�10 Ri HNEF �Fi I I!, FOAPI F,44,L� III'STItIDPRAMING, I VCR SKkLL DE LOCIMICII WIN
ZEFLLR CS NICAF1114AL 21' 11 I' IrIEW) IINOOD G11.1 r� (?�-, Eck�>L DIETArI 15 AcCEPTA&I FOEI WOOD
FRAMIN%- WOOD STUD 45I 9E -SWTHEAC PINE' 1�-0.5$ OPLGREA7ER DENSM. LAC SCII
'41I HAVE PER LLIPS PAN READ OR HEX MI
L1 RVOSAILF, 4MOZE-IORS ARIE� DEI FANELM11TA, All-VOINT5 5aJI-517' B MRASS RN15AVENG.
'I MACI-E1HE 5F`1RE 1445 SHALL HINE I(V MrMEMJ M PIGAGEoTENt OF IFHRE�,Ds rFAM) i-Hp BASE
ONCI OItIr FIND 411 Ii H,Wf II 4 PAIN P, RHI I T, 11 1415U HhAr �, DID WAFER 11 3I (NUEFFRALK Ro. L.r) I N 0
13 141FINUM 8,46ETNA� AND EES�E DEST FWE EXCLUDiES STUCCfJOR, 113T HER VALLF3711SVI
F4, M -te--CNk.7L'. AF4110A 0DINDITEONS WI11*1 ARE 14I ACCEPTABLE ORES.
tS - * DUIECT MOUNTING CZ�0171045-
16 L`1AE--R _WTERPOLAT-10M, is t,OT PER METTEDU FOR USE W�71H THE AW-HOR SCHEDULES =Hi-1141 ON
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ANCHOR NOTES:
1, FIb- - RSICIECLU�EARVUES ���:!!�,l�ILLIP�r.X����:1:!:I!!g CMITIREbHB"re, buTcHiLyrrRevives
MI AULQ,ArAE,U5,APCWA;iPM.1fQ. �tA,'I.�MUP�tfiiLLOe�-���L�FAP4$APiDP�eSSUfll�-.IN-�l-�AT'tD
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2 .. ENTEF-R-CEORS12HEMLE EA5EC-0- RFNNELFA5TENEN5FNftEoNG, THE EX15TIM STRUC-IL-RE
MAD!MAT- -4CF<FRnPE. Sa-E�7CEMCNLLIO,I)�;REAT�TliAPJCREC�UALTUT'JEGP.1'31Jraf-,IG,4
ANIV SP _ ,_PSRi __ �
LOAD ON &FRITTER _ N S,REATIN" IrRsN % F.r,�,O,L70SHOrTEP�$PA",f,ELF�CT
11 41�lE�tC-'4T�l'PE14,NSECI�L-AAP�Al��F'�l:�,r,LTIE FFDQ1qTIF4IQ', Defffl[�FEN (SEE FIFELINE-IING' DEILAIIIIECIN
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3, 'PAI%E4 EASTEFILPFeIIIIII LEEDIN r-OFd UIRL-110N ,9TPI ALL MOFJNrr-ENI� t"MUST(M
r'-TR4(YSTUD0fC1AFV�LE,1-Cjr U51I PANEL FATEIN41I $PACIING TABLE 1AHJFS MFw
ALL
W - A= -0-R-I (ff�:LUDJ NG 5-IRLDOU7 COMMP-AII
4. "CKOR55.�LLEEW�TP-aL9)INWXCROANreW�TH.P,W40FACTUR��-'REICI�lHtNUAT�Dw�.
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G: Mr47",flAF�,RRPr�,,m,l�"4iO�LnF&��:t�,'T-M,Tl�l4rGCM09$1.'HCM�LE
7. FIVEHHOM EMBSLIEMT�V PIND BENIHE DISMINEE FINCLUDE5FORIM Hell, FRJCX� AND �, FE-K WALL
`IINTSHEb MAE L PRO19PI AS WHAU� INE ONTIRD70 I/4" MAY, R, SIHALI-ii VfRl�,ED BY OTHEF-i 70
AGELWAIELIr TRANSFER LCAM TO HOGT STRIKrrUPE
$, 1-01-4-ETE AO,�PS NOTED H EI SMALL BE EMBEDCIFFID TO (IN -C�RACKPr 0ONCRETE CNLY,
9, WHERE EMSTINC STPIUCTURE JS %OOD FRAKNG� E' KISTING CON DITIONS MAY VARY, FIELD
VERIFY ITKN- PACT2NERSAn 11%`T�Ci A05QUATe WOC DO FRNEeferi MEMBIms, NcEr N.mODIN, HP.-TEENTI'to
101 PLY'M�CO C ACCEPTABLE ONALY POR SIDE C LCY511 HE EIIIIEC �,,,
10, FF HI K1 APNC�10 Ri HNEF �Fi I I!, FOAPI F,44,L� III'STItIDPRAMING, I VCR SKkLL DE LOCIMICII WIN
ZEFLLR CS NICAF1114AL 21' 11 I' IrIEW) IINOOD G11.1 r� (?�-, Eck�>L DIETArI 15 AcCEPTA&I FOEI WOOD
FRAMIN%- WOOD STUD 45I 9E -SWTHEAC PINE' 1�-0.5$ OPLGREA7ER DENSM. LAC SCII
'41I HAVE PER LLIPS PAN READ OR HEX MI
L1 RVOSAILF, 4MOZE-IORS ARIE� DEI FANELM11TA, All-VOINT5 5aJI-517' B MRASS RN15AVENG.
'I MACI-E1HE 5F`1RE 1445 SHALL HINE I(V MrMEMJ M PIGAGEoTENt OF IFHRE�,Ds rFAM) i-Hp BASE
ONCI OItIr FIND 411 Ii H,Wf II 4 PAIN P, RHI I T, 11 1415U HhAr �, DID WAFER 11 3I (NUEFFRALK Ro. L.r) I N 0
13 141FINUM 8,46ETNA� AND EES�E DEST FWE EXCLUDiES STUCCfJOR, 113T HER VALLF3711SVI
F4, M -te--CNk.7L'. AF4110A 0DINDITEONS WI11*1 ARE 14I ACCEPTABLE ORES.
tS - * DUIECT MOUNTING CZ�0171045-
16 L`1AE--R _WTERPOLAT-10M, is t,OT PER METTEDU FOR USE W�71H THE AW-HOR SCHEDULES =Hi-1141 ON
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FOLD LIP WEATHER
EStsTIVE BARRIER __'NEP4� r11FR PIE'S�s UVE
R i3AFIFJER UNIT FLASHIN" REQUIREMENTS
TEMPORARtLY-SECURE
'H: OPENING
WEATHER
SLOPE
RESWITIVE (/) ffi
...... . ... 0.3 In � "12.0 in R703,1 General, Exteriorwalls shall provide the building with a weather -resistant exterior wall envelope, The exterior wall envelope shall
1UNT)OD FRAME CONSTR,
0
TAPE
(0.6 on 30.5 crn) include flashing as described in, Section R7034
EXTERIOR SELF-AIDHERE D i�- 21, 4 1 8 E A D F C 0 N S H),
SHEATHING
0
THRESHOLI. DOOR AND
OVER RIM .101ST AND UP
E,.�YLAPPING DOc ADHESIVE1 0 BE APV�11,,, E� I�) UNOIEFR� SELF�ADHERED FLASHING c::
0
WALL BY 6 IN F!EjLPrILJPTAtii HSFj1Q_1IU R703� 1. 1 Water resistance- The exterior wall envelope siall be design, ed and constructed in a manner that prevents the accumulation of water -8,
NAIL P
QH L[_XJALWLA I HLH k EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
A PROOF CAULKING _CEli FIN. 1 (00
co _C0
WEATHER SELF-ADHFRED FLASHING BUIL DING PAPER draining to the exterior water that penetrates the exterior cladding.
RE$IS17IVE
C> 0
BARRIER
SEAL TOPS OF jQIST"..1%, WIRE LATH -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other
S R703.2 Water L_
UNDFR DECKING -7 C) 0
CX C
(REF DETAIL WPE_37. approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally,
S-ELF-ADHERED FLASHING 0 U_
C
with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other CX3
approved materials shall be installed in accordance with the water -resistive barrier manufacturees installation instructions. The No.15 asphalt 0 ;>
HEAD FLASHING TIE-IN INSTRUXTIONS, ll �,Q . (/> -0 3
felt or other approved water-res-istive barrier material shall be continuous to the top of walls and terminated at penetrations and building
I , Cut, fold up & temporarily sevure weather RIM JOIST T
resistive barrier above header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
0
THESE DETAILS ARE GENERIC AND
flashing installation
Cn
MEANT TO SHOW GENERAL FLASHING 2- Self -adhered flas:fflng plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barrier shall be installed as required in Section R703.2 and, where applied over wood -based
AND WATERPROOFING METHODS TO weat4er resistive barrier
sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
3� Fuld weather resistive barrier back over he ad
2)
BE USED. 2
I flashing and seal with tape individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
accordance with Section R703A) Intended to drain to the water-resistIve barrier is directed between the layers.
Si;aliii KITS
SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILU POTSHELF/'CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARR�ER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an -intervening,
IF substantially nonwater-absorbing layer or designed drainage space.
E'�TFIPMIR S�4U-J%THV40, MECHANICALLY FASTEN RUBBERIZED RUBBERIZED ASPHALT
!14%1" BEAD 011F CONi ? NEEDED IN CORNERS ADHESIVE
EXIJ�IRK)N SHrATH Nei HESIVE'TO - E APPIfEO UNDER E Ft --_AUj� J I:: E�J"i THROUGH SELF�ADHERED ASPHALT ADHESIVE
ia AD F`LA'_,HNGJAMbS R703A Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible �flashing shall be applied
118" CEMENT -LASHING
THRESHOLD OF DOOR IND IRIETURIN r SELF -ADHERED FLASHING----.,
STER
shingle -fashion or accordance with the manufacturerc instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes
PLA, ON
USEL101-10NAILBRANE1 LANGEf) VV:
12 MIL DRrYL,OK ilk, OR EQUA-L WEA 4ER PROOf� CAULKING
Ci - MASONRY BLOCK A` used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the
PEFFR 1.)
EXTREME %
L�.TTER ON entry of water into the wall cavity or penetration of water to the building structural framing components.
OiEMICALL
PAPER
WINDOW COMPATiBILLIn'
Self -adhered membranes used as flashing shall complywith AAMIA 711. All exterior fenestration products shall be sealed at the with
FASTENER
SELFAIDMEREDFLASHING Ai jillt FoRf QI'Dipi iir CLM,
0 the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
LF RE!, EASE FE R TIC, U
MENtMUP0 " I -
4) $EALANT JOINT V , contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
�,,KTENV A P
OUTSIDE EDGE OF MASONRY I I GAL I y F f M
WlNDO%� EA)(11K, TO
1i flashing in exterior walls shall comply with AAMA 714. The flash-Ing shall extend to the surface of the exterior wall finish. Approved flashings
WINDOW BUCK
2) SEALANTXANI
shall be installed at the following locations�
5) SEALANT FROM INSIDE DGIEOF
WIND(, WINDL RUCK
ACRWISS WINDOW BUCK
-WINDOWIFRAME
AND EXTEND TO 1 . 1,Exterior window and door openings, Flashing at exterior window and door openings shall extend to the surface of the exterior wall
MAS()NRY ATIACHED -resisti
finish or to the water rve barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
REOUIREME11flS shall comply with AAMA 712. Flashing at exterior wIndow and door openings shall be installed in accordance with one or more of the
PER CODE
6)TOOLED SE4k' ANT 2
BE -Au BQT)GING 1NT7 i�A following:
1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
CLADDING AND WINDOAl-
R
FRA14E_ SFLF�ADHEF+F�,_D FLASHING
NA 1 L i NGF L&NGE
3) SEALANT WINDC14A VIRVOJII:�, r
WINFVN81Ji-_'KAtLlf1FWAY manufacturer's instructions, in accordancewith the flashing manufacturer's Instructions,, Where flashing instructions or details are
4
ARaYNI), W(A. LIDIN(1� Sfl.J. (2 SEW IIL( I l�� OF - not provided, pain flashing shall be installed at the sill of exterior window and door openings, Pan flashing shall be sealed or
111, _)3 16)
DO N0,T FL %$H OVLR sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent
UNEXER DECKiNG
8 C"T1 0&1 N A . ILI I 14G (SEE Lk -TAIL WPOI) drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
rLAWIE
12 1-2, In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with: other approved methods.
SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1A In accordance with FMA/AAMA 100, FMA/ AAfJA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA(WDMA 400
FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 INS01E CORNER WPM
Z 2-At the intersection of chimneys or other masoiry construction with frame or stucco walls, with projecting lips on both s' es under
stucco copings.
Ground --w— 3,3.Unde;r and at the ends of masonry, wood or metal copings and sills. �TOAL
4. 4.Continuously aboveall projecting wood trim, REV'SW ASs,,T
Sl EATHING
5 5-Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. �Ual ReView
6� 6.At wall and roof intersections, Reviej�'j
C
. -) ri 14
7.7-At built�-in �guffers. 10,7� '
Inc.
L=
i-NANi SILL AND HEAD DETAIL liale PX2"3 L
<
SELF -ADHERED FLASHING Klahr
APPROVF0 5HEAT"NE1 Sheathing 00
h PATCH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
APPII-10VED IIOL�SEWRAP
Stucco
STRUCT A� ATH TWIN,rPACK 2 -5 FLASHING AND WATERPROOFING METHODS TO BE USED.
4 A
'A
- WE -T #4
4" MIL (i DRYI irrW EXTREME
171
.4
APPR�= 3 TAPE � : - 1-1 a k __ / a -
I I =7- DO U B L E
_)VEE.) FLASHINIC
joiST
SEALANT SOCKET WITH
7Y8" Cement Plastei
ALANT �-�SINGLE /Z VNOOD BEANI
T04C)LED APPROVED $F
in accor
Foundation Wz,�d I &
JOIST dance with 7/8" Cement Plaster
BELOW
ASTMC926 in accordance with
SELF -ADHERED V
FLASHING 4[
ASTMC926
A
Feltbacked metal
i, 2 1
3" MIN—"" A lathe in accordance Felt backed metal
STLMC
with A lathe in accordance
SELF -ADHERED =LF-ADHERED 14. 1063
FLASHING FLASHING
with ASTMC1063
Building Paper
5
u
. . .... .. ..... . . ............ ...... . . ..... . . ....
B: ilding Paper
............
7/16' O�S.8,
sheathing
SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING . ......
OUTSIDE CORNER FOUNDATI01\1 WEEP SCREED Metel Sheathing
EXTRUDED SHOULDER DECK JOIST
WP07 WP08 WP09
Flashing
Weeo Screed
lied As Per
2x FRAMEWALL----_ Insta
SELF -ADHERED FLASHING :Manuf�ac,t. Specs,
-7 STRIP SAF
LEGEND Maintain
Stampede or similar
4L,
-UHERLD Ft AS 5AF)
V cauk bottom
iELF A Bottom of tit
11", X
DRAINAGE PLA,Nil'. `&Wk DRAINAGE PLANE (Eq WEAiI Hif-..O FZES"ISTIANT Z
PRODUCTS DETAILS- TILE FINISH Weep Screed
BARRIER (i joint only
B�I)ril) BREAK WRB f3REAK VVE.A71*R REWS TANO BARRIFIR
SELF FURRINOtSF) LAIH Above Roof
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1 1 /2*'to 2" Weep $creed
E
PEP. THE FBC RESIDENTIAL 7TH EDITION (2020) Sheathing Installed As Per
SF L Al H S� 1EA TI ri YVA3iX), QL.�%Gs r!
Manufact. Specs.
1'41' PER PLAN
It
Detail Instructions OT WPjiP DP'NRB ONTO >
HE VERTICAL 0
V-0" PER PLAN V= 112" Cementitious
Refer to the number marked as in each detail that corresponds to the SURFACE1 0 TOP OF Decorative Finish
7;ot Cerrient Plaster
FLANGE AS AN AIR in accordance
numbered items -in the list of instructions below:
BARRIER
LOPE with ASTMC926 All inside and
3 112" INCH F1 ANC5E
over wood 2nd
-adhered flashing:in order a. n outside corner W11
1 Install self s shown by: Umbers, &I CMU - floor <
2. Install flashing and wpathpr resistive harrier to form watershodding need to be miter
4"OR 8" CMU A
laps crut and caulked all
Z Z -STRUCTURALFRANiNG
(PER SEAT DEPTH) ___� J. - - 0
1 Self -adhered flashing can be Substituted for building paper :i butt joints need to
< becaulked using
4� Split the release paper using the ripcord (Split release on demand. a. V STRUG T1,,TRAI_ SFIEP3�,IING Stampede or sim.
FILL WITH GROUT
lay,o-)
- for ease of installation and to
emboddedin the adhesive TH!" GAP IS A RESULT OF 0
-)P caulk for all
LLI W I ILAST ER S F?IP DrL
`AF
0-
minimize scoring cuts CL NATURAL SHRiNKAG&
00 NOT IEAL�
tandard installation and
5. Remove all release paper pers CL
GONTW .1 OILJ� BAGM
Ld Jill
Ing a square piece of flashing material (61 x 6' ROD SEALANT lk
adhere to substrate us' C;C-Pi PuN*P,-Ic
Lu W _2OND WUAK WEB
SLOPED MUD BED--� A, (D
co
Minimum) - I- -r=, X
6� Fold as shown by arrows . . ...... . ... X __,IF LAI H
r
CIO
W 000
7� Angle of corner may vary, adjust folding of the flashing accordingly to P . .. — — 1 (n i� i . .........
'A
Tier �R PAN
fit tic VINYL SHIO)iiiiF 0
tht to cot %
Cn A Note:
8- Mechanically fasten as necessary
LU
SLOP The building paper and metal lath must be
Cement installed over the top of the weep screed.
4
7
Plaster <
A
7 . . ......... 77, '--CONTINUOU-S BACKER, ROD ovef block
�15
SEALANT 1 slf oci
Z
CEN11.11,41ITIOUS FINTSFI;
X-
Q_
177
SHEET
SHOWER SEAT V WEEP SCREED DETAIL
SOFFIT
I /CANTILEVER
WP1 1 WP10
SCALE� NOT TO SCALE W P 1
a
� «\/� � ° .. � .
a?» � «222{. w? 2�;y.
�� : \ �:�\\� <� \.
{�
19
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