HomeMy WebLinkAbout36503 Smithfield LnABBREVIATIONS
GENERALNOTES
VERSION CHANGES
INDEX OF DRAWINGS
ABV -ABOVE
AFF - ABOVE FINISH FLOOR
AHU - AIR HANDLER UNIT
A/C - AIR CONDITIONING
ALUM - ALUMINUM
AT - ALUMINUM THRESHOLD
AB - ANCHOR BOLT
AVG -AVERAGE
BFE - BASE FLOOD ELEVATION
BM -BEAM
BLK -BLOCK
BLDG - BUILDING
BRD -BOARD
BRG - 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
Ci - 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
EXPJT - EXPANSION JOINT
EXT - EXTERIOR
FIN FLR - FINISHED FLOOR
FIN - FIN
EW - EACH WAY
FG - 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
LGT - LIGHT
MAX - MAXIMUM
MATL - MATERIAL
MFR -MANUFACTURER
MECH - MECHANICAL
MTL - METAL
MC - MEDICINE CABINET
MIN - MINIMUM
MLDG - MOULDING
MNT - 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
SQIN
- SQUARE INCH
STD
-STANDARD
STL
-STEEL
STRUCT
-STRUCTURAL
TEMP
-TEMPERED
THK
- THICK OR THICKNESS
TB
-TOWELBAR
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
ISYMBOLLEGEND: I
F±1 STAIR CALL OUT
FOOTING CALL OUT -
0A
SEE FOOTING
SCHEDULE
KEYNOTE CALL OUT
PRE -CAST LINTEL CALL
OUT - SEE LENTEL
SCHEDULE
LEDGER CALL OUT - SEE
LEDGER SCHEDULE
HEIGHT OF
nsnlaw_r_�_ STEP DOWN
STEP DOWN
CALLOUT
__-ARROWSHOWS
A�DIRECTION OF VIEW
ELEV NUMBER
\1,1� � SHEET NUMBER
EXTERIOR
ELEVATION MARKER
1 +-ELEV NUMBER
4 A15 2 SHEET NUMBER
4a�::ARROWSHOWS
3 DIRECTION OF VIEW
MULTI VIEW INTERIOR
ELEVATION MARKER
SHEET NUMBER
tk�`ARROW
NT ELEV NUMBER
SHOWS
DIRECTION OF VIEW
INTERIOR ELEVATION
MARKER
ARROW SHOWS
DIRECTION OF CUT
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SECTION NUMBER
SHEET NUMBER
LOCATION OF CUT
SECTION
MARKER
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
M PORCHES AND BALCONIES
CHAP. 3
0 HANDRAILS - CHAP. 3
0 GUARDRAILS - CHAP. 3
0 STAIRS - CHAP. 3
CHIMNEY & FIREPLACE
CHAP. 10
F1 EGRESS WINDOWS
CHAP. 3
5. ALL OPENINGS SHALL COMPLY WITH 2020 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. I. 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-O" 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 E N NARsm
LENNAR TAMPA DIVISION
4600 W CYPRESS ST, SUITE 200
TAMPA, FL 33607
813.574.5700
2216
VERSION DESCRIPTION OF CHANGES
1.0 PLAN REVISIONS
2.0 TYPICAL TRUSS CONNECTOR REVISION
3.0 ELEVATION A ENTRY PORCH ROOF UPDATE
4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE
5.0 ADDING K, L, M ELEVATIONS
SHT NO:
TITLE
CS
COVER SHEET
Al
FOUNDATION PLAN
A2
1 ST FLOOR PLAN
A3
2ND FLOOR PLAN
A4
ROOF PLAN
A4.1
2ND FLOOR FRAMING & ROOF PLAN
A5
EXTERIOR ELEVATIONS
A6
1ST FLOOR ELECTRICAL PLAN
A6.1
2ND FLOOR ELECTRICAL PLAN
SNO
STRUCTURAL NOTES
SN1
STRUCTURAL NOTES
S3M
FOUNDATION DETAILS
S4
FRAME WALL DETAILS
S5
ROOF FRAMING DETAILS
S6
WALL SECTION DETAILS
SS
RETRO FIT DETAILS
ST
STAIR DETAILS
Sil
PRECAST DETAILS
S12
PRECAST DETAILS
PA1.0
PRODUCT APPROVAL
PA1. I
PRODUCT APPROVAL
PA1.2
PRODUCT APPROVAL
PA1.3
PRODUCTAPPROVAL
PA1.4
PRODUCT APPROVAL
PA1.5
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
WP1.0
WATERPROOFING DETAILS
MAR 0 4 2023
VR/\
Virtual Review Assist, Inc.
Plans Review completed and applroe
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
RLCEIVft
MAR.1 0 Z023
NOTICE TO BULDER 9bWw1.W5QQWjZaCTORS
IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE
BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING
LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT
HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL
SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE
INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE
COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE
NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR
MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE
DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL
CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION
FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE
INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE
DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK
CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE
DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND
APPROVAL BY THE DESIGN PROFESSIONAL.
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6 MIL VISQUEEN VAPOR BARRIER
MECH. COMPACTED FILL TO 95% OF
MAX. DRY DENSITY
TREAT SOIL W/ TERMITE POISONING OR
BORACARE TREATED LUMBER IS AN
ALTERNATIVE TERMITE PROTECTION TO
SOIL POISONING (TYP)
FOUNDATION LEGEND:
NOTE:
BUILDING SLABS SHALL HAVE CONTROL JOINTS IN
ACCORDANCE W/ AC1224-3R
[3 = FILLED CELL W/(1) #6 VERTICAL
0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
A = FILLED CELL W/ (2) #5 VERTICAL
0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR)
= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS
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.
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by Debra Anne Ktahr PX2300
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1/411 = 1 1-011
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 MANUFACTUREIR'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.
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.)' = 42" A.F.F. OR U.N.O.
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.
*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR
T.B. AND T.P.
WALL LEGEND:
ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR
RESISTANT COMPONENTS.
8" CMU W/ 1X3 PT FURRING STRIP
3/4" INSUL BOARD 1/2" GYP
8" CMU
NON -BEARING 2X STUD W/ 1/2" GYP.
BEARING WALL 2X 16" O.C.
W/ 1/2" GYP.
13 = FILLED CELL W/(1) #5 VERTICAL
= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
= FILLED CELL W/(2) #5 VERTICAL
= FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
STAIR DATA
STAIR
MARK
RISERS
TREADS
LANDINGS
TOTAL RISE
JAI
16 AT 7 9/16"
14 AT 10"
1
10'-0 3/4"
1
I
I
I
---
SQUARE FOOTAGE:
AREA
PROPOSED
FIRST FLOOR LIVING
930
SECOND FLOOR LIVING
1287
TOTAL LIVING SQ FT 2217
ENTRY
26
GARAGE
401
TOTAL SQ FT 2644
UAo n A )n.)%
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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
GARAGE DR
30.0
-33.9
30.0
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FIRST FLOOR LIVING 930
SECOND FLOOR LIVING 1287
TOTAL LIVING SQ FT 2217
ENTRY 26
GARAGE 401
TOTAL SQ FT 26411
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 F-48.6
50 35.2 -37.3 35.2 -43.7
100 33.4 -35.6 33.4 -40.5
GARAGE DR 30.0 -33.9 30.0 -33.9
WALLLEGEND:
2X4 INSULATED EXTERIOR STUD W/ 1/2"
GYP ON INTERIOR SIDE UNO
NON -BEARING 2X4 STUD W/ 1/2" GYP.
UNO
1777777777-777-77)" BEARING WALL 2X4 16" O.C. W/ 1/2"
GYP, UNO
ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR
RESISTANT COMPONENTS.
STAIR DATA
—
STAIR
RISERS TREADS LANDINGS TOTAL RISE
MARK
JAI 16 AT 7 9/16" 14 AT 10" 1 101-03/411
INSULATION REQ.
IOCATION R-VALUE I TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2X4 R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2X6 R-19 KRAFT FACED
—
CONDITIONED CEILING R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION R-1 1/R-1 3 KRAFT FACED
(GARAGE I LIVING)
RAILING ON OPPOSITE
LOFT
WALL - PROVIDE
BLOCKING AS REQUIRED
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.
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.)* = 42" A.F.F. OR U.N.O.
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.
*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR
T.B. AND T.P.
NOTE:
HANDRAIL TO COMPLY w/FBC 311.7.8
AND TO BE 34" TO 38" ABOVE LEADING
EDGE OF TREAD.
HEADROOM AT STAIRS TO BE 6'-8" MIN.
STRUCTURAL LIVE LOAD @ STAIRS
=40PSF.
JL..
SEE SHEET ST
ENGINEER
TRUSSES FOR STAIR DETAILS
1/2" DRYWAL
PWDR
BATH
ENCLOSED ACCESSIBLE
SPACE UNDER STAIRS
SHALL HAVE WALLS, UNDER 3
A3
STAIRS SURFACE AND ANY
SOFFIT PROTECTED ON
THE ENCLOSED SIDE WITH
1/2" GYPSUM BOARD. FBCR
_j 302.7
= _j
9
r- W 42c,__ 7 7--�
> (3) 2X12 STRINGERS
0
REFER TO SHEET ST
FOR ADDITIONAL
STAIR INFORMATION LANDING
AND DETAILS
STAIR SECTION
if 1-011
1/2 1
ISEE SHEET ST HEADROOM IN STAIR
FOR STAIR DETAILS! TO BE 6'-8" IN ACCORWDAAYCE
W/ FBCR R311.7.2
iv NOSING
V
FED R
A
To BE
W/ FBC
RISERS CUT FROM
1x MATERIAL
TREADS CUT FROM
/"--2x MATERIAL
(3) 2x12 STRINGER----'
STAIR DETAIL
NTS
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE - ALIGN EXT.
FACE OF SHEATHING W/
EXT. FACE OF CMU BELOW
2X8 #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.
�A
.-' I A: -
2X8 SYP STUDS SET TIGHT TO
SHEATHING AT 12" O.C. W/ (2)
SIMPSON MSTAM36 STRAP
EACH STUD&1 STRAP EACH
SIDEICENT DWI (13) 10d
AIL
N AND �) 1/4" X 2-1/4"
TITENS INT GROUT FILLED
CMU - STRAPS TO BE
ATTACHED DIRECTLY TO CMU
CENTER OF STRAP AT
TMALL TYP. U.N.O.
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00
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Plans Review completed and approved
NOTE: 101
1. GROUT TOP (2) COURSES SOLID
2. MAX. WALL HEIGHT 20'-0" AT 140C
WIND PRESSURE. IF CONDITIONS
ARE EXCEEDED, CONTACT E.O.R.
WALL SPLICE DETAIL
4 N.T.S.
ompliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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N .
4_0
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2ND FLOOR PLAN B
Ci
0-.I/-
ROOF PLAN (ELEVATION B
1/411 = 11-011
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
2ND FLOOR ROOF VENT CAM
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 F.B.C. 7TH ED. (2020) SECTION R806
FORMULA = S.F. / 300 (1/300) - 144 (TO CONVERT TO SQ. INCHES)
NET SQ. INCH REQUIREMENT
ATTIC AREA = 1505 SQ FT
VENTILATION REQUIRED = 722.4 SQ IN
,VENTILATION PROVIDED AT RIDGE = 414 SQ IN
IVENTILATION PROVIDED AT SOFFIT = 1190 SQ IN
ATTIC VENTILATION
ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA
BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806.
THE MINIMUM NET FREE VENTILATING AREA SHALL BE 11150 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
OF THVEASURE
VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT SPACE,
WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS.
CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN.
V ALUES 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
MAR 0 4 2023
VR/\ Kztr
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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LEDGER SCHEDULE
TAG
ATTACH TO
MEMBER
PURPOSE
ATTACHMENT
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2X4 P.T.
FLOOR TRUSS
SUPPORT
1/4" X 3 1/2" TAPCONS AT
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0 KEYNOTE LEGEND
KEYNOTE
ANNOTATION
(D
BEARING WALLS
A/C CHASE
22"X36" ATTIC ACCESS
STAIRS AREA
SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B'
1/411 = 1 1-091
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 H 1 OA 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 FRAMED. PLEASE REFER TO
ENGINEERING PACK FOR DETAILS
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.
9 SECOND STORY TRUSSES ARE CUTBACK 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
HEEL= 401
PLUMB
CUT ,
f2
TRUSS HELD BACK
3/4" PLYWOOD
/_ 3/4" SUBFLOOR
WALL HT. BASED
ON 8'-8"_A.F.F.
LABELED END MARK
HANGER CHART -
A L = HUS 26 (SIMPSON)
-Do. = LUS24 (SIMPSON)
J L = THA 422 (SIMPSON)
ATTENTIONI
DON'T LIFT SINGLE TRUSSES
WTH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCS] -B1
30' to 60'
30'S ess Spreadei
60 degrees
\.P or less 7-
1/2 1 3 0 "2
line n a�p_rox JIM. -4P'1-_x
REFER TO BCS
Truss must be set this way if crane used.
Truss is an eyample, 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-Bl
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. I
PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL
BRACING DETAILS.
ROOF LOADING SCHEDULE
TCLL 20 PSF
TCDL 7 PSF
BCLL 0 PSF
BCDL 10 PSF
TOTAL 37 PSF
DURATION 1.25 %
WIND SPD/TYPE = 145
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 cariy an
additional 10# psf non -concurrent bottom chord live
load.
IFLOOR LOADING SCHEDULE
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
T
OTAL = 55 PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS
AND UPLIFTS
ARE SHOWN ON ENGINEERING.
11111111
101MIZ11112
NNW 004, REMEMBER
0 A D
LOAD# DESCRIPTION INIT. DATE
DATE
1
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B W
07123/15
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11/05/15
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8123/16
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F S
11/25/16
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12/12/17
RAOJ
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03/12/18
RB01
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3/5/19
RCOI
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11129/19
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REV. FLOORS PER REDLINE JRH
02
L-,_---JCARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G, N. W.
WINTER
HAVEN FLORIDA 33880
PHONE;(800)
959-8806
FAX:
(863) 294-2488
BUILDER :LENNAR TAMPA
PROJECT VARIOUS
MODEL 2216
CCA PROJ/MODEL/ALT
7A2/ 2216B
ALT DESC:
OTC:
LOT : BLOCK
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DESIGNER PAG E
RFS
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8/23/16
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WINDOW NOTE:
ALL NEW WINDOWS MUST MEET A MINIMUM'U'-VALUE OF
ROOF FINISH
,---ROOF
FINISH
0.4 OR LESS AND A'SHGC'OF 0.25 OR LESS. (UTILIZING
THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES)
PER ELEVATION
PER ELEVATION
lot.
12
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15
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7-
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//1—MANUFACTURED
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f_�
EACH BEDROOM MUST HAVE ONE WINDOW THAT
COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS
5.9
MANUFACTURED
ROOF TRUSS
ROOFTRUSS
TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST
HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH
FLOOR LINE OF THAT PARTICULAR ROOM
MTL DRIP EDGE
MTL DRIP EDGE
ALUMINUM WRAP
—2X4 SUB -FASCIA
SHINGLE/ UNDERLAYMENT NOTE:
ALUMINUM WRAP
ALUMINUM SOFFIT
ALUMINUM SOFFIT
ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE
R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL
SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION
NOTE: REFER TO STRUCTURAL SOFFIT
NOTE: REFER TO STRUCTURAL SOFFIT
2 LB EPS FOAM
SMOOTH FINISH
905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL
DETAIL SF01 SHEET SS FOR SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
ATTACHMENT DETAIL
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
ROOF O/H DETAIL
r-*`_�NROOF
O/H DETAIL
BRACKET DETAIL
— FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT)
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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
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
PE41METER 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
ED T ON (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.
MAR 0 4 2023
\/V\ c.
Virtual Review Assist, In
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2390
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LIVING
ROOM
ELEVATION B
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 TFROM BATH DOOR AND AT
LEAST 6'FROM KITCHEN RANGE/OVEN.
NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED
(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.
METER
MAIN
0
200 amp
150 amp
Disconnect
POWER CO. FEED
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
2/0 or 4/0 SER Alu
4 Bare Cu Ground
Footer STEEL
Groundrod tied to footer steel
OR
4 Bai*e attached to footer steel
GROUNDING PER 250.50 ANDI
250.52 NEC
TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM
NTS
MAR 0 4 2023
VV0
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Editiot,
by Debra Anne Klahr PX2300
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W1
EDGE OF
SWITCH—,,—
SWITCH-
41/2-1
DOOR JAMB-11
DUPLEX
OUTLET
TRIM —
BASE ----
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION: I
11-0 k1_-SMOKE DETECTOR
MIN.
ELECTRICAL LEGEND:
NOTE: ALL HEIGHTS ABOVE FINISH FLOOR
11 OV D U PLEX OUTLET AT 12"
11 OV DUPLEX OUTLET AT 39" NOTE: ALL
RECEPTACLES
4D-- 11 OV DUPLEX OUTLET AT 43" ABOVE
COUNTERS
1 10V 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"
@E 220V OUTLET AT 30"
1 10V 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
bg SWITCH AT 36"
Cn
fig 3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
_0 PUSH BUTTON FOR GARAGE DOOR OPENER
DIMMER SWITCH AT 36"
PUSH-BUTTON DOORBELL
CLG MNT LT FIXTURE
CLG MNT PREWIRE - FIXTURE BY OWNER
SURFACE MNT FIXTURE
WALL MNT FIXTURE NOTE:
03 40W A 6" ROUND OPALEX - ALTERNATE
TUB/SHOWER CANS MAY BE
40 50W PAR30 NFL 6" WHITE BAFFLE USED IF
APPROVED BY
60 50W MR 16 4" LOW VOLTAGE OWNER
80 50W PAR20 NFL 4" MINI ROUND RECESS
010 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
_0 CLG FAN PREWIRE AND SWITCH
Cos COMBINATION CARBON MONOIXED DETECTOR/
SMOKE DETECTOR
0S SMOKE DETECTOR
cU-1 8= UNDER CABINET 18"
cS-1 8= 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"CLG MNT WRAPPED FLUOR LIGHT
1 48 48"CLG MNT WRAPPED FLUOR LIGHT
9; 24:M 24" VANITY LIGHTING
FFF 36:FvR 36" VANITY LIGHTING
48 48" VANITY LIGHTING
EXHAUST FAN/LIGHT
EXHAUSTFAN
DOUBLE FLOOD LIGHT W/ COVERS AND
150W PAR 38 FL
INTERCOM SPEAKER AT 6-0" ABV FINISH FLOOR
CEILING MNT SPEAKER
GM CHIMES (DELETE W/ INTERCOM)
= MASTER STATION
IS&J ELEC PANEL
[0 VACUM OUTLET AT 12"
FaCEILING RETURN AIR
ED A/C REGISTER
(D THERMOSTAT
M 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 B
SECOND FLOOR ELECTRICAL PLAN (ELEVATION A&B,
1/411 = 1 1-011
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) 201.7, 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 TFROM 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.
MAR 0 4 2023
V_
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W1
EDGE OF
SWTCH—,,—
SWITCH-
4 1/21f—
DOOR JAMB ----I
DUPLEX
OUTLET
TRIM —
BASE ----
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION:
Li 1 1-0 —,SMOKE DETECTOR
L 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
1 10V QUAD OUTLET AT 12"
I$= WEATHERPROOF GFCI OUTLET AT 12"
@E 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
<6> STRUCTURED WIRE OUTLET
SWITCH AT 36"
3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
—0 PUSH BUTTON FOR GARAGE DOOR OPENER
DIMMER SWITCH AT 36"
PUSH-BUTTON DOORBELL
CLG MNT LT FIXTURE
+ CLG MNT PREWIRE - FIXTURE BY OWNER
SURFACE MNT FIXTURE
WALL MNT FIXTURE NOTE:
03 AOW A 6" ROUND OPALEX - ALTERNATE
TUB/SHOWER CANS MAY BE
40 5OW PAR30 NFL 6" WHITE BAFFLE USEDIF
APPROVED BY
60 5OW MR1 6 4" LOW VOLTAGE OWNER
80 50W PAR20 NFL 4" MINI ROUND RECESS
010 5OW PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
-0 CLG FAN PREWIRE AND SWITCH
Cos COMBINATION CARBON MONOIXED DETECTOR/
SMOKE DETECTOR
0S SMOKE DETECTOR
cU-18= UNDER CABINET 18"
cS-18a 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"CLG MNT WRAPPED FLUOR LIGHT
1 48 48"CLG MNT WRAPPED FLUOR LIGHT
97 24:R 24" VANITY LIGHTING
gFr 36 ;;R 36" VANITY LIGHTING
48 48" VANITY LIGHTING
(a EXHAUST FAN/LIGHT
Q EXHAUST FAN
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INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR
CEILING MNT SPEAKER
M CHIMES (DELETE W/ INTERCOM)
=r MASTER STATION
11_�] ELEC PANEL
VACUM OUTLET AT 12"
CEILING RETURN AIR
E3 A/C REGISTER
THERMOSTAT
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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2ND FLOOR
ELECTRICAL PLAN
A&B
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 (SBX) 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 11 AS;NDICATED 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 JALOUS;ES 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(61 OMM) 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 SUPFACE 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 BF A
MINIMUM OF 1 Y2 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 RAD) 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.
SPECIFICATIONS
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.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
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
TOPCHORD:
15PSF
BOTTOM CHORD:
10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD:
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.
GARAGELOADS:
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.
ROOFTRUSS
TOP CHORD MINIMUM:
20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE):
10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE):
20 PSF
2.1
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 U240 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. ?. 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 I A615M-12 MIN. GRADE 60, fy = 60 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #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.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-1-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-1-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 11
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'rn = 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" EXIP 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. 1
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 W1 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 Ks!
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'XBOLTS 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
Flb 2,950 PSI
Ft 1,850 PSI
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 PSIF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSIF
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 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENT-Sa BELOW
Borate I 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 provid&d.
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 ba--kfill 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 rain 11 occurs befdre vapor retarder placement,
retreatment is requirV
9. FBC-R R318.1.5 - Cjncrete overpog and mortar along the foundation perimeter
must be removed be ore exterior soi 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 evention of subterranean termites. The treatment is in
accordance with t�re rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is com eted, 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 = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTCASE (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.
CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
TYPE: 5B GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.3 PSF / -29.8 PSF
DOUBLE 160 +25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
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 PROF ESSIONALS'S HOP 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81,
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 3/8". 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.
MAR 0 4 2023
Virtual Review Assist. Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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STRUCTURAL
DETAILS
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METAL LATH
*ALL SHEATHING
16GAxl-1 1,21" LONG (34-1" CROWN)
16GAxl-11/22" LONG (14%11
STAPLES (& 6" O.C. VERT BETWEEN MAX
STUDS (NOTED THUS:—) - OF�SET CROWN) STAPLES,4) G"
STAPLES BETWEEN STUDS AS SHOWN 'A O.C. VERT INTO STUDS
(NOTED THUS:—)
METAL LATH ATTACHMENT DETAIL
REV. 09.1A '11 SCALE: 3/4" T-0'
*DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 703.7.1 LATH -
"ONLY, APPLIES TO LENNAR TPAiJAX*
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/HORIZONITALLY 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 C1 063 &
ASTM C 186 1.
CORNER OF
HOME
GARAGE SIDE
101-011
TANK -LESS W/H
51-0"
STUB -OUT FOR
0 4
GAS METER -
0
.1
N
H C G
000
1-091
9 LO
8
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.
7-51'
(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.
116-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 1211 @ 16" O.C.
19'.3"
(1) SIMPSON HTS20 OR (4) 16d TOENAI LS
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 -01,
(2) 16d TOENAILS
2" X 10 @ 24" O.C.
113-4-
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
115-4-
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
(n
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ROOF DIAPHRAGM NAILING SCHEDULE
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15/32" CDX
PLYWOOD OR
7/16" OSB
\—RIDGE LINE
140 MPH (uIt)3 SECOND GUST EXPOSURE "C" WIND ZONE
140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" O.C. &
4" O.C. @ GABLE END WALL OR GABLE TRUSS
8d RING SHANK NAILS @ 6" O.C. EDGES &
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: J* FOR 8d RING SHANK NAILS 0.1 13x 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.
Backer and Filler Block Dimensions
BCI8Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
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 1.811.7
wood panels
2x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2 x + 5/8" or 3/4" wood panel
902.0
2x lumber
Double 2 x lumber
1 — 1
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
��-4
Filler blocking
1/8" gap
FILL CELL—\
STD. 90* HOOK BOND BEAM
U)
66!
. . . . . . . . . . . . . . . . . . . . .
. . . . . . I . . . . . . . . . . . . . . . . .
T
STD. 900
CONT. #5
CONT. #5 HOOK
BAR
BAR
.... ......
.........
........
.
#5 CONT.
........
....... ....
............
............
............
................
..
FROM
FOUNDATION
TO HIGHEST
B ND 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
tposts
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all fr m
STUDS
above to bearing below.
SECTION @ INT. BRG. WALL
N.T.S.
1
1
1/8" min. Small 2" min.
I
2" gap
"
. 4
max.
Clinch nails
when
possibi
e
1) Support back of web during nailing to prevent damage to
web -flange connection. Tight fit
2) Block solid between joists for full length of span.
3) Le3ve 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min-
2x : CCNTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16
- Hangers with side nailing.
OF -THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher thnn 1 1;nn1h
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0,
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
—f
local building
---
11/16"
code for appropriate
details in
One 10d box
areas=20 of high
or--21 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVIL or
Glulam Beam
NO HOLES (EXCEPT
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
LJqp 3" (1 Od) nails at 6" n-r-
Provide adequate bearing
for each lapped joist.
Od nails SECTION INT. BRG. WALL
N.T.S.
MINIMUM SPACING = 2x GREATEST
ID DIMENSION OF LARGEST HOLE
(KNOCKOUT EXEMPTS)
D
(see table below)
(see table below)
-r- 1
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf 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.*
'J ...
loc'
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
rrm
�77.7=
101 DO N
6" 6"
BE CUT ANYWHERE IN CANTILEVER LARGER THAN
A %" ROUND HOLE MAY OT CUT HOLES
THE WEB. PROVIDE AT ROUNDIN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
ly2"
Round Hole Diameter (in)
2
3
4
5
6
7
8
8.875
10
11
12
13
Rectangular Hole Side (in)
2
3
5
6
a
9
10
Any 16" joist
Span (ft)
8
V-0"
V-11"
1 �-2"
V-22"
1!-3"
1 �-3"
V-7"
1!-11"
2'-4"
7-9"
3'-2"
3'-7
12
1'-0"
V-11"
1 �-2"
1 �-2"
1 �-3'
1-9"
2'-4"
2�-11"
3'-7"
4'-2"
4�-9"
5'4"
16
V-0"
V-11"
V-2"
V-2"
V-7"
2-5'*
X-2"
3' 10"
4'-9"
5'-7�
64"
T-2"
120
1 V-0"
1 --1"
1 V-2"
V-2"
2%0"
3*-0"
W-0"
j 4'-10"
5'-11
j 6�-`! 1
7�- 1 1.
124
1 V-0"
I I' -I-
I 1'-
j
,
I 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. %" 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 HOLES 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 ocation
Series -15'e-p-E-F
h End Intermediate
BCI 5000se
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
BCI 6000s("
BC16500so
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
- d
BC160s8
11-7/8"
2-8d
3-8d
14"
-2-8d'
5-8d
16"
2-8d
6-8d
BC190s@
11-7/81,
3-16d
3-16d
14"
5m1166dd
5-16d
d
6-16d
SIMPSC
w/ (22)
NAILS I
5/8"0
THRU
BOLT
SIMPSC
w/ (22)
NAILS T
R TRUSS
'OP PLATE
-rYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20
Plumbing HETAL20 INSTALLATION
Joist
When joists meet over wall, provide
Whe
I -Joist can be offset
13/4" minimum bearing for each. to et
up to 3�"to javoid
I Plumbing
vertical plumbing
3" max
JOISTS OFFSET
N.T.S,
A
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
��Install tight to.top flange,
Nail with
Filler block.
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
177 1/4"-2" gap —
Backer Block
"Face Mount"
"Top Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2"gapattopofboftom 114%2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top, required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
7
��0.6 X Joist
D depth
L
I -JOISTS BUCKETS
N.T.S.
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
SLEEVE THRU STEM---'
1-4"
1-1
SEE PLAN FOR A, -
*A
FOUNDATION INFO 4'
STEM FOUNDATION
GRADE
REINF. S
EE PLAN
14 . , '' _ , )f , , -H
tvvl Urimac L+ rlvu
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON HETA20 HETAL20
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
SIMPSON H10A (WHEN
REQUIRED)
w/ (18) 1 Od x 11/2"
NAILS
UPLIFT= 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
PLUMBING LINE
TOP (2) #5's x 4'-0"
CENTERED @ PIPE PVC OR SCH40 SLEEVE
PENETRATION r/—
IA. 4.-
SEE FND. PLN.
SIZE & REINIF
:=�K
12" BELOW
GRADE PIPE VERTICAL THRU FND.
-
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4' 0"
PENETRATION—\ PLUMBING LINE
CENTERED @ PI�E
- - - - - - - - - - - - - - - - - - - - - - -
CD
A
SEE FND. PLN.
SIZE & REINF.
01-
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-O"—\ PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
4
.4
�IFJ I jl-.
141'11
T�
IE� f�p
J= I I
4
. =1 I Ill -
A
A
M=
4-� -- — — — — A
MAR 0 4 2023
SEE FND. PLN.
SIZE & REINF.
Virtual Review Assist, Inc..
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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STRUCTURAL
—J
DETAILS
(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV
UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV
LINDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
(2020)-RESIDENTIAL
PRE ENGINEERED WOOD
O.C. U.N.O.
TRUSS @ 24
HURRICANE ANCHOR @ EACH
12 TRUSS (SEE UPLIFT SCHED.) W/
(TY METAL PL. UNDER EA. I RUSS
VARIES
P 7.) MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
SN1 ELEV. VARIES
/
INSULATION BAFFLE-
'I
LUMINUM DRIP
EDGE
5/8" OR 1/2" HIGH
\12'
UMINUM FASCIA
STRENGTH CEILING
N.O. SUB FASCIA
BOARD PER CODE (OR 5/8"
,
GYP. TYPE "X"@ GARAGE
EE SOFFIT
W/A HABITABLE ROOM
I
HEET
ABOVE) W/DRYWALL
S ,x
8 8"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 'IS" MORTAR
NAILER
STD. 90-HOOK (SEE DETAIL)
- ARCHITECTURAL
P
FINISH
1x2 FIT WD FURRING @ 24" O.C.
1/2" GYPSUM WALLBOARD-��-
(1) #5 VERT. IN FILL CELLS
(SEE FOUNDATION PLAN
U.N.O.
FOR LOCATIONS)
1x4 P.T. BASE NAILER
3 1/4" BASEBOARD
T
z
x
MIN. 2500 PSI CONC. SLAB
LLI
MIN PSI MAY VARY PER
C)
MUNICIPALITY.
4"x4" INSPECTION PORT AT
EACH FILLED CELL TYPICAL
CONCRETE SLAB W/ II
W1.4XW1.4 WWF OR
AT GARAGE, CONTRACTOR
"FIBERMESH"
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
r
6 M I L VAPOR-"
.1
9
BARRIER
COMP. SOIL.
(COMPACTED TO 959/6
NOTE: EXTEND DECO FINISH
MODIFIED PROCTOR
4" to 6" BELOW GRADE
ASTM D1 557)
(2) #5 REBAR CONT
3"
MIN. CLR.
ON 3" CHAIRS TYP'
V-4" (1 STORY)
STD. 90 HCOK
4"
V-8" (2 STORY)
(SEE DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" V-0"
�3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND -
DOOR TO RECEIVE
PAVERS / DRIVEWAY
CONCRETE SLAB
PAVERS---N
BLOCK WALL BEYOND
14"
O.H.D. RECESS
-7
4"
C9
-1 i-IT7fl LL�7_1117t FLT-
SEE A/S3 OR J/S6
FOR REINF. INFO.
3" MIN. CLEARANCE
1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1'..8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
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.)
all
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10-4- (R302.1 1)
.1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
.1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE
x 6 W1.4 x W1.4
CI)
WWF OR FIBERMESH
9
'411-1
o 4 1 IV, =,I I MFIII t! Lt
8"
TYPICAL INTERIOR BEARING
WA
LL W/ OUT UPLIFT
SEE TYIP. WALL SECTION SCALE: 3/4"=V-0"
S3
rG G
LOAD BEARING OR
EXTERIOR WALL
SEE CC/S3 OR
G/S3 FOR ANCHOR
BOLT INFO.
(IF NO UP L!FT ON
WALL SEE GG/S3)
*SIMPSON SP1
w/ (10) 1 Od 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
3/8" MORTAR BETWEEN
SLAB & BLOCK
ELEV. 0'_0"
4 4 A. F.F.
C3
z
-4 A 4-3
A ELEV. 1/
A.,
'A 4 2x4 CONT. "4 A . F. o
A LL
q .. A 4 c
A
44
-A 4
-A. N
GARAGE DEPTH VARIES
A 4
GARAGE SLAB AT STEP rB
SCALE: 3/4"=V-0"
\,d- ELEV. 4-3 �1/2"
F 0
2x S.P.F. S s 16" O.C.
A -
2x STUD
8" C * M * U
1"x P.T. STUD
#5 VERT. IN FILLED CELL
5/8"x6" "J" BOLTS BOLT
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
SPACED EVENLY
�2 2x P.T. PLATE
, �ASSUMED FINISHED
- - -
GRADE
FRAME WALL TO C.M.U. WALL CONNECTION
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--\
z A 2r
4 /
GRADE
00
jj-"111 III 11� III I,
:_ ) #5 REBAR w/ OPT.
1=1 I F-=I I 1=1 I 1=1 I IF, �j I �JjEj�r I 1�
I J= I I= QREgN �NCLOSURE
TYPICAL THICKENED
MIN.
EDGE
SCALE: 3/4"=1'-0"
S3
BLOCK WALL BEYOND
EXPANSION JOINT
_71
13" .9
O.H.D. RECE E
SS - I
C:�
CI)
4
V� PSI
OP
4"
r
.-Re ' . . . - -
1 T-1-1 LU-717 I '-IT ji-11
SEE A/S3 OR J/S6 L
FOR REINF. INFO.
3" MIN. CLEARANCE
1-4" (1 STC RY)
V-13" (2 STqRY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
3
ADDITIONAL INFORMATION. �'S
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
5/8" x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
-1
1�
E
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
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" 0 C W/
2"'x3/16" PLATE WASHER
(ALT: 1/2"02" TITEN HD @ 24"
O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24" O.C.) 211.
3 1/2" MIN.
A*
0 = -
00 2 1
7
3 1/2' h = =H1 I 1:---
_LL
(2) #5 CONT. 4" 1'.4" 1 81,
U.N.O. MIN.
TYPICAL BEARING WALL STEP 65) SHEARWALL
"SHEAR WALL"
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
APPLICATION
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 111 (R302.1 1)
INSULATION PER CHART ON FLOOR PLAN
SIMPSON SP1 w/ (10) 10d NAILS
2x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
SCALE: 3/4"=V-10"
1/2"(min.)- 4"
TRUSS BOTTOM CHORD OR 2x4 #2 SPF
5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
(U.N.O.) (OR %" GYP. TYPE"X" @ EACH END (WHEN PARALLEL)
GARAGE W/A HABITABLE ROOM
SEE UPLIFT SCHEDULE FOR UPLIFT
ABOVE) CONN
ECTIONS.
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 wl ____---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
(12) 10d NAILS U.N.O.
5/8" x 10" "J" BOLT @ 24" O.C. W/ x BLOCKING HORIZONTALLY@ INTERVALS
2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 111 (R302.1 1)
(ALT: 1/2"x12" TITEN HD @ 24"
O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN
"SIMILAR AT FOUNDATION ONLY"
SIMPSON SP1 w/ (10) 10d NAILS
IF NOTED, THIS REFERS TO THE
STEP, SIZE OF FOUNDATION AND
REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
INCLUDE THE WALL
ATTACHMENTS 211 6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
N.
3 1/2" MI
A
LU.
= HE
4"
1/2"(min
00
off
3 12 (m n-.). 7 4"... -
=1 z
-
(2) #5 CONT. 4-1 311-
MIN_
TYPICAL BEARING WALL I STEP (C C
SCALE: 3/4"=V-0" '\,. �3
I TRENG
T�
S P�y j
GY PE @
BIT BLE ROOM
A
N
E
D
SH
H
24
E
D
R
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4'
w
DGEANCHOR
N
ATION ONLY"
S To T
FER HE
NDATION AND
AND WILL NOT
L
2-1 1
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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
(a) K.O. BLOCK
SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD
2X PIT PLATE 20" MIN. LAP [24- MIN. LAP]
#5 REINFORCING
WEEP SCREED INSTALLED BAR
X X eVV 7�
PER MFR INSTRUCTIONS
N'�'-#3 OR #4 REINFORCING BAR
jt4
GRADE 40 MIN. F7y-
-= 40ksij
#3 & #4 LAP SPLICE
- 0. . . .. 1:1.
co
FINISH GRADE 00 M
[GRADE 60 MIN. Fy= 60ksi]
25" M I N. LAP [30" M I N. LAP]
6 MIL VAPOR BARRIEF�
mill
OP
al ;m_
'�M It ;�
'L - CN
1
dAxx
#5 REINFORCING BAR R 17/8"
J 1�4 :1-.,
M - 2
#5 LAP SPLICE
COMP, SOIL, (COMPACTED TO 7:11
36" MIN. LAP [36" MIN. LAP]
95% MODIFIED PROCTOR ASTM
D1557)
I 10..
� X t� D07 A t;
.54 � ��� r;
.......... x� .... .... ......
4" V-4"
#6 REINFORCING BAR #5 STD. 90 HOOK
I ------ #6 LAP SPLICE
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
OLO'4' CONT. BEAD SEALM
\.F . 4. - . . - <
. . '.. ! - .
INTERIOR
4.
4'
A::
;ONCRETE NAILS W 1 1/2"
�TAGGERED, FROM BOTTOM
LATE TO CONCRETE
AIN. SHEAR 180# MIN.
'ENSION 120#) CONCRETE SLAB
.0 .
CIPE=
�r_ Nr
�=I 14=1 11 1
C:� - - ��I
fill
BARRIER
- 2X STUDS @ 24" O.C. U.N.O.
GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
W� DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
_71
CONT. BEAD SEALANT
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
4" 4"
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=V-0"
K
S3
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
W END OF 2" x PLATE
0
Uj
2
_j
a.
C/)
M.
a.
W
W
co A
LL 'IM, I tM -7
_11M
REBAR DETAILS rF
SCALE: N.T.S.
�3
EE PLAN
FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
10d NAILS TO TRUSS TOP CHORD FOR TRUSS
AT 24" O.C. MAX. - : �_� , I-,
It CONNECTION INFO
SEE PLAN FOR
& LAYOUT DESIGN
TOP OF BEAM IV
SEE ROOF PLAN
(2) HTS20 FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
-2x4 P.T.
PLATE
10
COLUMN LOCATION
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
z
ATTACHED PER NAILING
0
SCHEDULE
<
>
LU
SEE PLAN FOR STRUCTURAL
_j
W
COLUMN SIZE AND BASE
LU
W
CONNECTION INFO.
SECURE 2x
P.T. BTM. PL
TE
SEE DETAIL 16/D1 FOR
w/ 1/4"x3"TAPCONS AT 8"
COLUMN TO PORCH SILL
O.C.
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM TRIM PER PLAN
ATTACHMENTS
3QUARE 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
COMMUNITY SPECS
II FIN. FLR./Ik
�0
-------
00
(2) #5 CONT.
ON 3" CHAIRS
8" V-4"
(TYP.)
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3511 MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4 C,4 . C!
WWF OR FIBERMESH 4T
A
IMI I � 9
81'
TYPICAL INTERIOR BEARING
WALL W/ UPLIFT rG
SCALE: 3/4"=V-0"
11/2" RECESS FOR
S.G.D. (U.N,O.)
6 x 6 W1.4 x W1A
WWF OR FIBERMESH
z
Q
C0
SEE A/S3/J/S6 8" �
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
0 STEP & RECESS a S.G.D. M
SCALE: 3/4"=V-0"
q MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS
TO FOUNDATION PAD
CONT. FOOTING STEEL MAT REINFORCING. 1_Z!
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I t
ul; I - BEYOND
PAD REINFORCEMENTI 3" MIN. CLEARANCE
(SEE SCHEDULE)
FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL
SCALE: N.T.S.
�3
V- Aw 0 4 202
virtual Review Assist, lnc-
d and approved
Plans Review complete a FBC 7th Edition
for compliance with the 202
by Debra Anne Klahr PX2300
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STRUCTURAL
DETAILS - MONO
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
2x6 2x8 WALL
BEYOND SEE PLAN
FOR HEADER (2) 2x HEADER TO SIT
CONNECTION FLUSH TO THE OUTSIDE
////--SEE PLAN FOR SIZE
Z
i
-----2x DEAD WOOD @ MID
I POINT w/ (3) 12d
TONEAILS SPACED
EVENLY
HEADER FLUSH TO OUTSIDE OPTION
DOUBLE 2x TOP
PLATE
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIES
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12
SEE ELEV.
"�(TYP)
SIMPSON SP2 W/ (12) 1 Od
NAILS AT EACH STUD
+
+
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
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) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID WIGROUT
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) 1 Od TOENAILS T&B
AS REQ'D
-2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAILS,.X��
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA. EXTENSION -
SCREW OFF CAP (3" D IA.)--\
FOR CLEAN -OUT
MIN. EXTENS!ON 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 K"A
SCALE: N.T.S.
� �4
REFER TO WINDOW PRODUCT APPROVAL
MANUFACTURER.
SHEETS FOR INSTALLATION INFORMATION BY
TYPICAL SECTION THRU WINDOW �B
S4
KNOCK-OUT)-5-\
BLOCK W/ (1 , NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
OEM"
NINE
moill
Milli
NINE
NOTES:
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.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
BLOCKING (TYP.) PROPERLY.
\'-ROOFTRUSS
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
MOISTURE 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
SCALE: N.T.S.
---------------
10101
- NINNN WNW
RECEIVE GARAGE DOOR AND TO ALLOW
FORM CREATES CONCRETE RECESS TO
2X4 (NOM.) _/ V
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
GARAGE DOOR---,
8x8x16 C.M.U.
....
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
....
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
z 4 .
��POURED CONCRETE BASE FOR BOTTOM OF MOUNTING R
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 5/81, 8" 7 5/8" 8" 7 5/81, 8"
V Ll
SOLID AREAS ARE SOLID AREAS ARE
STEEL AND GROUT STEEL AND GROUT
F
8
1
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
(TYP) SEE ELEV.
7P.) 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 BARRIE��
INTERIOR
x
x
SIMPSON SP2 W/ (12) 1 Od
WALL NAILS AT EACH STUD
(L' DOOR OPENING DOOR OPENING FW DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS
LT Li�] FASTENED TO TRUSSES WITH 8d REQUIRED
COMMON WIRE NAILS @ 4" O/C
EXTERIOR BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
WALL O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
V CARRIER/GIRDER TRUSS
1STCOURSE 2ND COURSE 3RD COURSE d
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB
IN KO BLOCK AT EA. STUD
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) W/ MIN. 4" EMBEDMENT I L
MAIN SPAN
ROOFTRUSS
MASONRYLAYOUT MOISTURE BARRIER UPLIFT CONNECTOR
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
EIB
ENT
SCALE: N.T.S. � �4 AND FILLED W/ GROUT 4T
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 90* HOOK IN K.O. BLOCK
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
DOOR STOP PSPN516Z W/ (12) 16d NAILS
MOLDING
TOP 2 ROWS 1 Od @ T' O.C. (14
2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF
GARAGE
4,9, SPLICE STAGGERED
DOOR
J-BOLT
TRACK
BRACKET
4F
�ICE
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK tlo"�K
SCALE: N.T.S. � �4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4"WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1) LS
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"xl 0" OR
2x CRIPPLES @
GREATER HEADER
16" O�C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
\-(2) 2x HEADER SEE PLAN
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
INTERIOR HEADER:
2x6 WALL, USE SP8
\_(1) 2x SILL PLATE W1 (2)
FOR 2x8 WALL)
12d TOENAILS
BOX HEADER
EXTERIOR HEADERS:
10d NAILS @ 8'
ONLY
(1) 2x SILL PLATE W1 (2)
O/C TYP.
12d TOENAILS
DOUBLE 2x ----------
OPENING LARGER THAN 4 FT:
CRIPPLE STUD
(2) 2x SILL PLATE w/ SIMPSON
TYPICAL (U.N.O.)
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
'-2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
INTERIOR WALL HEADER DETAIL_rQ"*�
SCALE: N.T.S.
SIMPSON SIMPSON
SP2
SP4
2X STUDS (a
24" O.0
TRANSOM FRAMING
SEE SECTION AA1S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
RECESS
1 Od @ 8" O/C
ATTACH ALL -j
EXTERIOR STUDS
W/ Y816d TOENAILS
TO P PLATE
NOTE:
BOTTOM SPLICE/
PLATE LENGTHS MUST BE OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S. � �4
F= 2240 LEIS
P.T.
ATE
SIMPSON
SP4
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
LINTEL
SIMPSON
NAILED INTO
TRANSOM
FRAMING
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
spi
SIMPSON
SP4
TRUSS BOTTOM CHORD OR 2X4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
W
2x TOP PLATE-/
ch
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
REINF. INFO.
PLATE TO CONCRETE
TYPICAL INTERIOR NON —
BEARING WOOD FRAME WALL �j
SCALE: N.T.S.
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
-2X P.T. PLATE
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
(5645# SPF)
(6970# SPF)
G (9335# SPF)
N. 8"
DOXIED A.T.R.
& NUT
OXIED A.T.R.
t & NUT
DXIED A.T.R.
t & NUT
2X8 P.T. BOTTOM PrE
1
T_
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C SIMPSON (MIN. (2) PER BOTTOM PLATE) C
SP4
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2X BLOCKING
-(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
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@ 2'-0" O.C.
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1 Od NAILS @ 4
10d NAILS @ 6" O.C.
STAGGERED A
STAGGERED
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a 0
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ilt
PLYWOOD FASTENED TO TRUSSES
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I
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0
& 8" O/C FIELD
0
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jz� AS
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Spi
SIMPSON SP8 FOR 2x8 WALL) SHEATHING
SP4 e SIMPSON SP2 w/ (12) 10d NAILS MASONRY
SP4 ON� 9 SIMPSON SP1 W/ (10) 1 Od NAILS WALL BELOW 0-0 5/8"X1 0" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
SIMPS
1 11' —
11
4 1 Rm
1
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PLATE
I
L
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(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
SCALE: N.T.S.
\/RA tgR' 0 4 2013
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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SIMPSON HGAMV
W/
(4)1/4"xl 1/2"SDS
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"
TOENAIL w/ UNSUPPORTED,
SEE STRUCTURAL NOTES AND NAILING (2) 16d NAI Ls -7 IF >9" SEE 1 O/S6
SCHEDULE FOR SHEATHING DETAIL-7
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
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 1 O/S6
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45*±
45*±
45'
SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO1'
BRACE
SCHEDULEFOR
APPROX. 8" FROM
SHEATHING DETAIL
2x4 KICKER
2x8 SYP#2 1" BRACE TO
0
RIDGE FASTENED AT
N@4,KIKER
_O�O/C
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 1 Od
"L" BRACE TO EXTEND
Y8
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
2x8 P.T.
E TRUSS
EACH JOINT w/ (3) 1 Od &
_---FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
/*
BLOCKING
7/16" OSB SHEATHING
END
I
ATTACHED W/ 10d
GYPSUM WALL BOARD
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
CORD ATTACHED W/ (2) 16d TOENAILS t7
OSB SHEATHING ATTACHED
V
10dX3' @ 3" O/C
/-THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ 1 Od NAILS @ 6" O.C.
EDGES AND 12" O.C. FIELD
INTO 2" 6" P T PLATE
'x
SLOPE OF ADJACENT SCISSOR TRUSS)
MAX. 9"
UNSUPPORTED,
IF >9" SEE 1 O/S6
DOUBLE TOP PLATE
2x4 CROSS BRACE APPROX. 8"
FROM RIDGE FASTENED AT
EACH JOINT w/ (3) 1 Od & (2) 1 Od
TOE NAILS @ EA. END
2x FRAME WALL (SEE WALL
,,-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C. EDGES
AND 12" O.C. FIELD
(2) 16d NAILS
Z
2x4 PANEL BLOCKING @ 48"
.
.
2x4 "T" ON T6P OF PANEL BLOCKING, 2"x6" P.T. SILL O.C. FOR CKING
WEEP SCREED NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES
FASTEN WITH 10dx3" @ 4" O/C SPACED 2x BLO
@ 48" O.C. INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH
"
" "
"
"
"
MOISTURE BARRIER
1 Odx3" @ 4" O/C
L
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 wi3/16"x2" 0 PLATE WASHER
SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION r2
WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
TITEN ON OUTSIDE SCALE: N.T.S. �5
2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END.
EFER TO DETAIL J SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
,-BRACING, AND TOP x SEE STRUCTURAL
iN SHEET S5 FOR
HORD BLOCKING NOTES AND NAILING
00 ;0 Ix
4FORMATION SCHEDULE FOR
SHEATHING DETAIL BACKNAILw/-/
VOOD TRUSSES (2) 16d NAILS
50 00 2"x4" CR03S BRACE
APPROX. 8" FROM
x4 RAT RUN BRACING RIDGE FASTENED AT
It
T 24" O.C. ON TOP OF tle EACH JOINT w/ (3)
OTT. CHORD FOR 4 10d & (2) 10d TOE
RUSS SPANS NAILS @ EA. END
TTACHED W/ 2 - 16d
T EA. TRUSS JOINT 2x4 PANEL BLOCKING
(2) 2" x 4" LAMINATIONS W1 (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS-\
x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF
(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
)/C w/ (2) 16d NOTES: TRUSSES FROM EA.
OENAILS @ EA. END END TYP. TOP &
IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED
w/ (2) 16d TOENAILS
RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
L2x4 LEDGER (MATCH BOTTOM CHORD
SLOPE OF ADJACENT TRUSS)
SECTION
(S�)ii
SCALE: N.T.S.
1\ �5
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S6
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR 7/16"
OSI3 SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
E - E AND 12" O.C. FIELD
EE PLAN FOR
_'%�!���SCONNECTION
JACK TRUSS
2x4"7'ONTOP0FP4NP'
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
EXT. WALL CONK 1 Odx3" @ 4" O/C (2) 12d TOENAILS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARIiTG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
rD
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION r9
ADDITIONAL INFORMATION. � �5 SCALE: N.T.S.
SCALE: N.T.S. S5
1INIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS) TOENAIL 1
(2) 16d NA
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL ri
SCALE: N.T.S.
�W. 1 1. W
GABLE END BRACING DETAIL
12"
ALTERNATE NON -DROP
GABLE END DETAIL
I
SCALE: N.T.S.
RSH SCHEDULE
ATTACHMENT
#2 SYP BLK'G @ 16" O.C.
Od x 0.131"
NAILS EA. SIDE
IT. 2x4 #2 SYP w/ 1 Od
XO.131" @ 8" O.C.
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
"L" BRACE W/ 1 Od @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
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-i
DETAIL
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT w/ (3)
10d & (2) 10d TOE
NAILS @ EA. END
x
@ 48" O/C FOR THE
FIRST (4) ROWS OF
TRUSSES FROM EA.
END TYP. TOP &
BOTTOM ATTACHED
W/ (2) 16d TOENAILS
(2) 16d
NAILS
MAX. 9"
UNSUPPORTED,
IF >9" SEE 1 O/S6
"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/ 1 Od NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
-2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO `
TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
SIMPSON SP2 w/ (12) 1 Od
DBL. TOP PLATE
NAILS AT EACH STUD
STUD WALL (SEE TYP. SEC.)
SECTION
I r4
SCALE: N.T.S.
1\ �5
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM 1 OKTA w/ (4)
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
W
\-BRACING w/ (3) 10dx 3" AT
EACH CONN. @ 24" O/C
R.\_MOISTURE BARRIER
,-BOND BEAM
-MASONRY WALL
ARCHITECTURAL FINISH
BEARING LOCATION (UNEVEN CLG.)
EXT. WALL CONN. @ NON LOAD
r�E
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION. S5
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2 x6" (U.N.O.)
I-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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
BRACE TO EXTEND FULL HEIGHT OF GABLE.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS
SCREWSTO TRUSS & (4)1/4"x3"SDS SCREWS
TO PLATES (TYP.)
\-STUDS @ 16' O.C.
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
TRUSS
SIMPSON SP2 w/ (12)
1 Od NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
2x4 BLOCKING- --2x4 "T" BLOCKING
@ 48" O.C. '11-16d NAIL
/
1" BRACE
ATTACHED
10d NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL
SCALE- N.T.S.
2x4 BLO
48" O.C. '_16d NAIL
"L" BRACE ATTACHED
W/ 10d NAILS
TYPICAL TTI
@ 4" 0.
W
5:)4
GABLE TRUSS WEB
SINGLE 1" BRACING DETAIL 6
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
I GABLE TRUSS
/I',-
4�1 TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE /"'-7
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACINC 2X4 MIN.
NOTE: /-TOP CHORD 2x4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
/1BOTTOM
@ 16" 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) 1 Od 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
MAR 0 4 2023
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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DETAILS
(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV
UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV
LINDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
(2020)-RESIDENTIAL
12
PRE ENGINEERED
HURRICANE ANCHOR @ EACH TRUSS
WOOD TRUSS @ 24"
O.C. MAX.
SHINGLE ROO
SHINGLE ROOF
INSULATION-
15/32" CDX PLYWOOD OR 7/16"
BAFFLE
O.S.B. (SEE ROOF NAILING
INSULATION P
SCHEDULE ON SHT SN1)
CHART ON FLOOR
PLAN
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
5/8" OR 1/2" HIGH STRENGTH CEILING
2x SUB FASCIA
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
SEE SOFFIT SHEET
CEILING & 8" O/C WALLS
ATTACHED WALL SHEATHING TO
1/2" GYP WEI
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
DOUBLE 2x S.P.F. TOP PLATE
1X2 NAILER
PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
(n
FOR MORE INFO
16" O.C. 2X S.P.F. STUDS
IJJ
o 0 UJ
0
W/ (4) 16d TOENAILS TO TOP PLATE
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
LWL'
LAYER 1/8" THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
U_ X:
Lij
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 5 1000
B R
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA?L,,o
1\_,��S 6�
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTE M
ETALSEAT
�P\ER PLAN 0
OR FELT
PAPER FOR
MOISTURE
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS '5" O/C STD. 90 �IOOK (SEE DETAIL)
1/2" GYP WB 8N8"X16" CONC. KNOCKOUT
INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED
CHART ON FLOOR PLAN SOLID W/GROUT
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
ARCHITECTURAL
L__�FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
IJJ
C
-) 4'W" INSPECTION PORT AT
EACH FILL CELL TYPICAL
LU Cn
a-
1x WID FURRING @ 24" O.C. AT GARAGE CONTRACTOR
BASEBOARD KTO CUT BLOCK OR POUR
MIN, 2500 PSI CONC SLAB CURB DUE TO SLOPE
MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH
MUNICIPALITY 4"to 6" BELOW GRADE
/FINISH GRADE
C14 00
- - I 'A4
Cn
4 0?
Lj
A A
7
6x6 W1.4xW1.4
4' CD 2�
WWF OR FIBE MESH :11 1=.Tl I.-=1 I I-- 1
a `4
A'
\-STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAIR
1 14 (SEE DETAIL)
W/3" MIN. CLEARANCE 41'
TYP 2
-STORY WALL SECTION
i(�j
SCALE: 3/4"=V-0"
S6
SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO
STUD
2nd FLOOR W,
BEAM/GIRDER
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
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 WALL------
*SIMPSON LTP4 W/
(12) 8d x 1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL'
SIMPSON LSTA24 STRAP W/ (8) 10d X 11/2"
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
'END SHEATHING TO
)F BEAM OR GIRDER
,TE 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/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL 'IT" AND CORNER
rN
DETAILS
SCALE: N.T.S.
E
S6
2ND FLOOR FRAMING - SEE
SECTION J/S6
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
SEE FRAMING
WEEPSCREED
PLAN
INSTALLED PER MANUF.
\-SIMPSON HETA20w/ (8) 10dxl 1/2"
2"X4" CROSS BRACE @ 48"
NAILS @ 24" O.C. INTO TRUSS
O/C FOR THE 1 ST 2'-0" OF
END WALL W/ (2)1 0dx3" @ EA, BLOCKING& MIN. 4" EMBEDMENT
IN KO BLOCK
END INTO 2"x4" BLOCKING
MORE INFORMATION
SEE DETAIL 2/D2 FOR
2ND FLOOR FRAME CONNECTION
SCALE: 3/4"=V-0"
PARALLEL TO MASONRY WALL
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
R
S6
2x STUDS@ 1
2"x BOT. PLAT[
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSC
FLOOR CONNECTION
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
WEEPSCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 W/ (8) 10dxl 1/2"
NAILS AT EA. TRUSS W/ MIN. 4"
EMBEDMENT IN KO BLOCK
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-131"
FOR ADDITIONAL INFORMATION.
RIBBONS
DETAIL (FLOOR TRUSS) o�
SCALE: 1 1/2"=V-0"
NOTE: SEE TYPICAL WALL
SECTION C/S3 FOR SEE SHEATHING
ADDITIONAL INFORMATION
SPECS ON FLOOR
//---1/2" GYP. W.B. MIN. @
(1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE
HGT. FOR WALL HGT.:g V-13". (2)
ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8"
PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W1
SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN.
2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.)
2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
1 4Q>
4. . . . A
1-11 I -IN
-TTJ�E
NA.
-A'
8" CHAIR W/ 3" MIN.
V-811 8"
— I ICLEARANCE
1:;;LL[;=:1_I I F"I (3) #5 CONT. ON W
INTERIOR 2-STORY FRAME SECTION S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
S6
ADDITIONAL SLAB INFORMATION.
LU
Uj
(n
0
:J
0
(n
15/32" OSB
EXPOSURE1
SHEATHING
-X
_x
PROVIDE
BLOCKING AS
'fIR
REQUIRED PER
F
0 SECTION X-X IF
W
_j NOT FULL
HEIGHT SHEET-
S YST
(2)- 2x TOP PLATE
I/ BEYOND I
:-:-15/32"OSB
EXPOSURE1
SHEATHING LU
=
SOLID 2x U)
C
BLOCKING @ ALL
SHEATHING 0
EDGES (SEE U)
OPENING
qFrTInN X-X)
LU
K
_x
j
%
LU
-2x STUDS w
BEYOND. U,
SEE PLAIN
0
11
U)
Lj
"-2x4 P.T. BASE
2x RIBBON OR--r VERTICAL \_�HORIZONTAL PLATEBEYOND
SEEPLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM MAI 1 171 r!%/A-rl^Kl NIAt-%MARA
IS., = NAIL
3/8"
SPACING
S "1/2'
SINGLE NAIL EDGE SPACING DOUI
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 wl (4) 8d NAILS
(2) 8d NAILS @ 3- D.C.
STAGGERED FOR SHEATHING
IBM& BLOCIQNG_
SECTION X-X
S
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 Y8"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
LU
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
_j
PENETRATE SURFACE MORE THAN
u)
9
(3) NAIL AT BASE 2 ROWS @ 4" D.C. wi 8d COMMON NAIL
NAILAT TOP PLATE TWO ROWS @4" D.C. w/8d COMMON NAIL
Z
LOL
@ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL.
@ NAIL INTERIOR AT 6" D.C. W/ 8d COMMON NAIL.
U)
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
_j
w/ Bd COMMON NAIL
a _j
w R 0
X
co PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
-, r 0
lr- � 0 C) 'un,
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
0 in on -,j =
to I.- 2
@ (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR @ VERTICAL
Z cn � - �x_
cli LU R 0
MEMBER IF GABLE END
LL = LL
�r_ En
OTE:
WALL SHEATHING INSTALL.
& NAILING SCHED.
REVISION 12-7-2020
0
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
r
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2x CRIPPLES @
2"x`10" OR GREATER HEADER
16" O.C. W/ (2) 12d
TOENAILS T/B
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
�4
INTERIOR HEADER:
1 Od NAILS @
81, O/C TYP.
BOX HEADER (1) 2x SILL PLATE W/ (2)
ONLY 12d TOENAILS
DOUBLE 2x
EXTERIOR HEADERS:
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
TYPICAL (U.N.O.
12d TOENAILS
OPENING LARGER THAN 4 FT:
�1) 2x SILL PLATE W/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
-2x STUDS
TYP.
-[vP.T. BOT. PLATE
00_+�:S;c FLOOR TRUSS
i4 ;A '�10�� I R;:Am
SEE PLAN FOR REQUIRED`_
CONNECTIONS
SECOND FLOOR LOAD BEARING/EXTERIOR
M
FRAME WALL HEADER DETAIL
(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
.4
44
C14
A
V4
—tpria I 1. 11—
. . . A A�
1 , I—
(3) # 5 REBAR ON 3"' AIR 41' V-81"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X21/2"
Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 118".
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2"x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
—
EA END
EA END
EA END
EA END
SIMPSON
1'4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'-g'
(2)
(3)
(2)
(2)
(1)LSTA30
L 9'-16'
(3)
(3)
(2)
(3)
(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. 3RID LAYER 118" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
@ WOOD 1 ST FLR. SEE XS6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
00
FINISH GRADE
OF
C)
MAR 0 4 2023
V�
Virtual Review Assist, Inc.
PlansReviewcompleted and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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LAST PLOT DATE
@
0 9
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0
STRUCTURAL
DETAILS - MONO
0 . !
DOOR JAMB (REFER 1x4. F1/2" DRYWALL DOOR JAMB (REFER r--1 x4 F 1/2" DRYWALL
P.T TO PRODUCT
TO PRODUCT
APPROVAL FOR CON)N.& APPROVAL FOR CONN. x4
3 1x4 P.T- 3/16"0 X 3" LONG FURRING
3-1/4" LONG X 3/16"0 FURRING TAPCONS
TAPCON. INTO STAGGERED @ 16"*lx8 P.T.
BLOCK@ SPACING O.C. 2-ROWS INTO
PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 1-1/211 DETAIL
1x4 P.T. & 1x8 P.T. —
DOOR JAMB (REFER-\
TO PRODUCT
APPROVAL FOR CONN.
/16" x 3 -1/2"
TAPCON @ 16"
1x4 P.T.
O.C. & 4" FROM
DOOR JAMB (REFER
EACH END W/ MIN,
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.4
(2) ROWS 3/16" x 3-1/2"
TAPCON @ 16" O.C. &
L
4" FROM EACH END w/
2x8 P.T.
), 2 PWT A" rzr:r
x P.T. AS REQ'D
MIN. 2" EDGE DIST.
DOOR JAMB (REFER
1 x4
' A
'
1/2" DRYWALL
F
TO PRODUCT
APPROVAL FOR CONN.
f"_1 X 4
FURRING
(2) ROWS 3/16" x 3-1/2"
'ItF
TAPCON @ 16" O.C. & 4"
4"
2X8
2X8
FROM EACH END w/ MIN.
1X8
2" EDGE DIST. ATTACH
1 x8 w/ (2) ROWS 8d NALS
3" DETAIL
S I AGGERED @ 12" O.C.
—
DOOR JAMB (REFER
TO PRODUCT
APPROVAL FOR CONN.
N.
1x4
1x4
1/2" DRYWALL
1/2"DI
2x8 P.T. w/ (2) ROWS 3/16"
i
x 3-1/2" TAPCON @ 16"
1x4
O.C. & 4" FROM EACH
I
FURRING
3E
END w/ MIN. 2" ED( = DIST.
IST
ATTACH SECOND PLY w/
(2) ROWS 1 Odx3"
2x8
STAGGERED @ 12" O.C.
z_1 1A11 ng=TA I I
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45^ DIAGONAL (4)lOdNAILSINTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSI3 CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL i -
SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A
5z
BACKSIDE TO FIT ARCH O:F: (4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/BLKG.
r--:p \_2 x 4 SOLID BLKG, (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
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
SCALE: N.T.S. Qs")
INSTALL WDW. SCREW ANCHOR-1
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
Ir 2'-0"
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK ---- i
SECTION
A -A
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
---2x845 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od 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 3 1/4" TAPCON (1 1/4" MIN. B-B
* /4" MAX EMBEDMENT INT��\K, 2'-0" 8"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BTW*�,
VERT. BRACES WHEN HGT, OF N
BRACE EXCEEDS 24"
B T
LEAVE A CUT OUT IN C.S.B. ON T
2 x 8 VERT. BRACE(S)
)!C'S UON
1�� LATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
",_2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
INSTALL WDW, SCR
ANCHOR INTO ARCH BLKG.
BTWN. OSI3 ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
13-13
ARCH DETAIL rK
SCALE: N.T.S. �,Ls�
PROVIDE 2x
PROVIDE (2) MIN. CONT.W1 (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. 8"
FILL SOLID
BOTH CELLS
#5 REBj
(TYP,)
STD. 90'
HOOK (I
±5"
JE 'L,---
NOTCH WEB AT
FIRST 2 COURSI
APAU1 I T = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT wl (4) 1/4"xl 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 4Y2" 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 LL
IMPSON
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
JACK TRUSS PROVIDED BY—J/
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
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 BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
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
REMAIN FREE OF MORTAR.
NOTE:
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 R1 60
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
MANUFACTURIER'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.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4W' 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
SCALE: 3/4" = V-0" �S
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W , W , M , AT PERIMETER
(1) #5 BARS CONT. WHERE THIS CONDITION
TOP WITH MIN. 3" OCCURS
COVER 6-0" F.F.
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SCALE: 3/4" = V-0"
FILLED CELL PER
FOUNDATION PLAN
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FILLED CELL INSTALLATION H
SCALE: N.T.S. SS
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SEE NCTE"' EEL=
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ALUM FASCIA
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PER PLAN 1-14TRIM PAINTED
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F CHANNEL, -4 DIA (6)24"O�C
FA5�TFNED PER I
NOTE 2 BEL n'!,i - I L CONT VENTED OR SOLID SOFFIT
CON'T 2K4 NAILED TO 2x BLOCKING "LED T 0 TOP
5 L DC K IN G w� 2-1 2d NA I U-SC1 CHORD EVERY 0-1 HER TRU�SS
3-12-d NAILS. _YP_ ("I
I G.C) BUILDER TOVEPJF_yiPROVIDES0FF7 MATERIAL SPAN CAPACITIES BASED
ON 7Hz; DE�IGNPRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRFIEFZIA ON SHEET SN.
2 FOR SOFFIT ATTACHMENT ATWALL (PER ALPHA ALUM INC, FL# 16544 F;5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED T__)�
CMU wr T NAIL.097" Dik ig 24'O.C. w� 5�8" MIN. EMBEDMENT
V&)OD W(3� 1� GA. 3,14"x 114"CROWN STAPLES @ 2X'MAX. O.C. IN DIAMOND
PATTERN
SUS FASI-IA wl 16 GA 34"xl)4" ('ROWN STAIPLF,5_) EACH GROOVE
&STRUCTURAL SOFFIT
SF0 1 SCAL& 3A'-1j'-D' I—) FOP, Ai UNONLIN4 SOFFITS WITH SPANS
C
REV 09 23 2.021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FL PA INSTALLATION CRITFRIA
TO THE PRODUCT APPROVAL FOR INSTALLATION DETAJLS.�
X 4 # YP S AB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
41 (2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
+ + PLYWOOD SHEATHING
+
+ BLOCKING AS
+ REQUIRED
TO SUPPORT
TRUSS SOFFIT
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL
SCHED.
PRECAST LINTEL
SEE ELEVATION
2X2 #2 P.T. MIN. FOR OVER HANG
W/J-CHANNEL SECURED -(MAX. 4'-0")
@24" O.C. FASTENED TO
CMU W/ 3" LONG T-NAILS @
24" O.C.
SECTION @ ROOF EXTENSION
SCALE: 3/4" = V-0"
SIMPSON HTT4 w/ (18) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 6
3" MIN. EDGE DISTANCE
RETROFIT FOR Ml%rl-.
MSTAM STRAP
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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
,-2x BAND JOIST W/ FACE NAIL 10d
@TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
- SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/4xl 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 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
FOR OVERHANGS BETWEEN OVER 11/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHAN
L
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
FETE FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
11-011 51-011
NISH F
SCALE: N.T.S.
> . .. .. . .: ..a .. - - -b - I - 110 . .
#5 BAR
CENTERED W/
'At, "L!901 �FFUK�. IN TOP
----------- Y
KNOCKOUT/ 04
A CHAIR BLOCK
MONO FOOTING A.
SIZE AND REINF. PER PLAN 71
AND SECTION DETAILS
CLEAN FILL
DIRT
LSTANDARD
9(Y HOOK 04
#5 BAR IN
FILLED CEL
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" = V-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
I i EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
(2) #5x6'IN CONC.
FILLED CELL
�4-� SAWCUT
SECTION
SCALE: N.T.S.
MAR 0 4 2023
SCALE: N.T.S.
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FOC 7th Edition
by Debra Anne Klahr PX2300
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SCALE: I' = i,-o,,
2
NOTE:
THESE DETAILS ARE NOT PLAN
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YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
VVJ6%LL
0
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%RS IN WALL
—2x12 SYP
BEARS 11 WALL
SYP
2x4 PT NOTCHED INTO STRINGER -
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SCALE: 1 " = V-0"
10
I PT NOTCHED INTO STRINGER
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STRINGER CONTACT POINTS
SECTION VIEW "ID"
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: 1 V-0"
PLYWOOD
—2x SYP CUT TO FIT
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_---�2x12 SYP
BEARS IN WALL
BULLNOSE DETAIL_
SCALE: 1 " = V-0"
NGER
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SCALE: 1 V-0"
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OTHER TREADS
61,�
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3/4" RISER CUT TO FIT 2X4 SYP BLOCKING
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MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON
H 2A SYP BLOCKING'
N"'�x8
AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1
SYP GLUED FOR STRAP
BOTTOM, GLUED AND 1/2" NAILS)
AND NAILED TO (SIMPSON MTS12 w/
NAILED TO STRINGER
FRAMING (14) 1 Od x 1 1/2" NAILS)
—2A DRAFT 2xl 2
STOP TREAD
2x1 2 TREAD
GLUED
GLUED AND
AND
NAILED
NAILED--\
2x4 PT NOTCHED INTO I P!Q I LO-0 X I
"PCO
STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST
i r�
INTO FLOOR WITH GLU NOT TOUCH STRINGERS
4
STRINGER CONTACT 2A BLOCK IN KNEEWALL FOR 2x12 NAILING
Ul
POINTS A GLUED AND NAILED TO STRINGER
x L
F 0
OR DRYWALL SPACING
SECTION VIEW
1"=j,-0,;
SCALE: -2
2x4 PT NOTCHED IN
STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLZ� NOT TOUCH STRINGERS
STRINGER CONTACT GLUED AND NAILED TO STRINGER
POINTS OR DRYWALL SPACING
H
0
ALIGN THIS STUD WITH
FACE OF 2ND RISER
2A SYP BLOCKING
FOR STRAP
(SIMPSON MTS1 2 W/
(14) 10d x 1 1/2" NAILS)
SECTION VIEW "B".
SCALE: 1 V-0"
THIS STUD WITH FACE OF 2nd RISER
-3/4" RISER CUT TO FIT
MAINTAIN BETWEEN
AND "' GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
1A GLUED AND NAILED TO STRINGER STRAPGLUEDTO
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/ I" X
2 J" TAPCONS @ MAX. 32" O.C.
G.1
TOP OF
STRINGER
C-�
2x12 SYP SCAB 2A GLUED AND NAILED (EACH
-;7\ [SIDE) TO BOTTOM EDGE OF 2x12
STRINGER STRINGER
--L---PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W1 z", X
2 J" TAPCONS @ MAX. 32" O.C.
—1X4 GLUED AND
NAILED TO STRINGER
SECTION VIEW llcll_
SCALE: 1 " = V-0"
- ------------ �1 1 A GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM
'�'�A DRAFT J GIRDER, FIELD VERIFY OF NEWEL POST
STOP PER CONTRACTOR
2x8 SYP DRYWALL STOP
MUST NOT TOUCH
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2A PT UNDER 2x12 OR LSC EACH
STRINGER
2x4 SYP BLOCKING (2) LAYER EDGE GOLD PROVIDE SOLID BLOCKING
FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST
(SIMPSON MTS1 2 w/ . To �UPPO T OR 1 TX16" LVIL
NAILED TO SUPPORT TT 2 X 12 BLOCKS, GLUED AND
(14) 1 Od x 1 1/2" NAILS) W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST,
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "Ell.
SECTION VIEW,
SCALE: =V
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OIN
F
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ST(
2x4
SCALE: 1 " = V-0"
SECTION VIEW "Gll
SCALE: 1 " = V-0"
NEWEL POST LET INTO
THEBLOCK
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2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
NEWEL POST.
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SCALE: 1 " = V-0"
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JOINT
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PSON
10d x
ECTION VIEW 111-111
SCALE: 1 " = V-0"
MAR 0 4 2023
\fRAy; 4 1 Review Assist, Inc
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for compliance with the 2020 FBC 7th Edition
by Debra Anne Kjahr PX2300
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STAIR DETAILS
IENGINEERING I
SPECIFICATIONS
I PRODUCT DESCRIPTION 7
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
• F'C 8" PRESTRESSEC, 6" AND 12" PRECAST LINTELS = 6000 PSI
• F'C 4" PRECAST LINTELS = 3000 PSI
• GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP.
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 U360 VERTICAL DEFLECTION,
EXCEPT LINTELS IT-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.
• CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH
MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI
• REBAR PER ASTM A615 GRADE 60
• PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
• 7/32 INCH WIRE PER ASTM A51 0
• MORTAR PER ASTM C270 TYPE M OR S
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 BF32-1 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
41111116714M"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8U8
8F84B
8F12-0B
8F16-0B
8F20-OB
8F24-OB
8F28-OB
8F32-OB
BF8-1 B
8F12-1B
8F16-1B
8F20-1B
BF24-1 B
8F28-113
81`32-1B
Z-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
7547
8974
10394
11809
4'-0" (48") PRECAST
1.7vv
2561
2751
3820
1 4890
5961
1 7034
8107
2693
4605
6113
7547
8974
10394
11809
4'-6" (54") PRECAST
1969
2110
2931
3753
4576
5400
6224
2189
4375
6113
7547 L7)
8672
10294
11809
64" (64") PRECAST
1349
1438
1999
2560
3123
3686
4249
1663
3090
5365
7547 (36)
7342 (19).
8733 (19)
=
6-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
- T4 5-1
2622
4360
7168 (45)
6036 (19)
7181 (19
8328 (20
6-15" (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
-
1238
2177
3480
5381
8360
10394 (37)
8825 (14)
T-6" (90") PRECAST
743
1011
1729
2632
2205
2698
3191
3686
1011
1 29
2661
3898
5681
8467 (4)
�
9-4- (112") PRECAST
554
699
1160
1625
2564
3486
2818
3302
752
1245
1843
2564
3486
4705 (37)
6390 (47)
1 U-15" (126") PRECAST
475
535
890
1247
2093
2777
2163
2536
-74-3-
1052
1533
2093
2781
3643 (38)
4754 (45)
11-4- (136") PRECAST
QW4
582
945
1366
1846
2423
3127
4006
582
1 945
1366
1846
2423
3127
4006
12'-0" (144") PRECAST
337
540
1 873
1254
1684
2193
2805
3552
540
1 873
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
�4-2-
-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.
N R
N R
N R
N R
N R
N R
N R
412
710
1250
1733
2058
2320
2513
17'-4" (208") PRESTRESSED
NR
N R
N R
N R
N R
N R
N R
300
548
950
1326
1609
1849
2047
19-4' (232") PRESTRESSED
NR
NR
N R
N R
N R
N R
N R
235
1 420
750
1037
1282
1515
1716
21--4" (256") PRESTRESSED
NR
N R
N R
N R
N R
N R
N R
180
340
598
1 845
1114
1359
1468
22'-0" (264") PRESTRESSED
NR
N R
N R
N R
N R
N R
N R
165
315
550
784
1047
1285
1399
24'-0" (288") PRESTRESSED
I
N.R. I-T29
NR
N R
N R
N R
NR
NR
NR
1 250
450
654
884
1092
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
4~11`44"M
SAFE LOAD - POUNDS PER LINEAR FOOT
_TYPE
LENGTH
8RU6
8RF6-OB
8RF10-09
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1B
8RF10-18
8RF14-1B
8RF18-IB
BRF22-1 B
8RF26-IB
BRF30-1 B
4'-4" (52") PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
-
7891
3699
5206
6639
8060
9479
10893
4'-6" (54") PRECAST
1494
1596
3063
2992
3968
1 4946
5924
6904
1756
3699
5206
1 6639
8060
9479
10893
6-8" (68") PRECAST
ouv
920
1770
1716
2277
2839
1 3402
3966
1167
2481
4567
6389
8060 (34)
7917(19)
9311(19)
5'-10" (70") PRECAST
1310
859
1653
1600
2124
2649
3174
3700 1
1113
2342
4242
6639 (10)
8060 (39)
7402(19
8706 (19)
6-8" (80") PRECAST
797
901
1825
3120
5048
7747
9448
7360
----F
901
1825
3120
5048
7915
9479
10893 (32)
7'-6" (90") PRECAST
669
1
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
8998 (19)
10893 (48)
9'-8" (116") PRECAST
41 1
466
999
1568
2253
3129
4091
3146
]47
526
999
1568
2253
3129
4150
58191
SAFE LATERAL LOADS FOR
8" PRFCAST & PRFSTRESSFD U-LINTFILS
4AW"C494"
SAFE LOAD
PLF
TYPE
LENGTH
8U8
8F8
REINF.
CMU*
2'-10" (34") PRECAST
12293
1642
2135
3'-6" (42") PRECAST
1025
1024
1 1830
4'-0" (48") PRECAST
765
763
1365
4�-6" (54") PRECAST
592
591
1057
64" (64") PRECAST
411
411
1 734
6-110" (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-15" (126") PRECAST
284
401
178
11'4" (136") PRECAST
260
452
152
12'-0" (144") PRECAST
244
402
135
Ell
13'-4" (160") PRECAST
217
324
1
14--0" (168") PRECAST
205
293
1 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 1
33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST wl 2" RECESS DOOR U-LINTELS
4~11,4494"
SAFE LOAD
PLF
TYPE
LENGTH
8RU6
8RF6
REINF.
CMU*
4--4" (52") PRECAST
758
757
1365
4 -U (54") PRECAST
694
693
1 1249
6-8" (68") PRECAST
408
407
734
6-10" (70") PRECAST
382
381
687
6'-8" (80") PRECAST
595
788
510
T-6" (90") PRECAST
509
674
9'-8" (116") PRECAST
370
490
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4^xr-40"M
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8F8-1T
8F12-1T
81`16-1T
BF20-1 T
8F24-IT
8F28-IT
BF32-IT
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
81`28-2T
8F32-2T
Z-10" (34") PRECAS.
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
9608
T-6" (42") PRECAS.
1569
2524
3547
4569
5591
6613
7636
1569
2524
3547
4569
5591
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
1940
2724
3508
4292
5077
5861
64" (64") PRECAST
1016
1632
2290
2949
3607
4265
4924
1016
1632
2290
2949
3607
4265
4924
6-10" (70") PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3897
4498
6'-6" (78") PRECAST
835 (12)
1340
1880
2419
2959
3498
4038
835
1340
1880
2419
2959
3498
4038
T-15" (90") PRECAS.
727 (23)
1021
163402)
210411)1
2571(10)
3039 (10).
3508 (9)
727
1166
1634
2102
2571
3039
3508
9'-4" (112") PRECAST
591
680
113q15
1471(15)
181�15
2152(16)
2494 (15)
591
851
1326
1705
2084
2463
2842
10--6" (126") PRECAST
530
552
914(15)
118�15)
1458(15
1732(15)
2007 (15)
530
686
1183
1526
1865
2204
2544
11'-4" (136") PRECAST
474
485
798(15),
103405)
127205).
1510(15)
1749 (15)
494
599
1028
1422
1738
2053
2369 1
12'-0" (144") PRECAST
470 (9)
441
723 (14)
936 (14)
1151(15)
1366(15)
1582 L5
470
543
928
1349
1649
1948
2247
13'-4" (160") PRECAST
418(15)
373
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
4 3
1434 (8)
9 4
1694 8
6
1954 (7
14'-8" (176") PRESTRESSED
239
323
519 (13)
671 (13)
8 2
823 (13)
3
7 6
976 14
4
1129(14
246
390
655
968
3 2 4
1324 (8)
1 6 2
162 11
1
1874(il
164" (184") PRESTRESSED
224
302
485 (13)
626 (13)
76 7
767 13
13
9 0 9
909 13
3
1052 (13
230
364
609
897
224 8
1224 (8)
1562(14)
1 562 1 4
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
347(11
446(11)
546 (121646
(12)
746(12)
166
261
424
616
831 (8
1057(14)
1225 (14)
21'-4" (256") PRESTRESSED
142
198
306(11
393(11)
480(11)
567(11)
654(11)
142
230
369
531
, 713 (7)
903 (13).
1046 (13)
22'-0" (264") PRESTRESSED
137
192
295 (10)
378(11)
461 (10)
545(11)
629(11)
137
221
354
508
681 (7)
861(13)
997(13)
24'-0" (288") PRESTRESSED
124
175
267 (10)
341 (10)
416 (10)
491 (10)
566 (10)
1 124
200
316
450
600 (7)
756(12)
87503)
(#) 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
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6-1T
8RF10-1T
8RF14-1T
8RF18-IT
8RF22-1T
8RF26-IT
8RF30-1T
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
BRF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECASI
905
1748
2635
3522
4409
5296
6183
905
1748
2635
3522
4409
5296
6183
4'-6" (54") PRECASI
867
1675
2525
3374
4224
5074
5924
867
1675
2525
3374
4224
5074
5924
6-15" (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
1097
1651
2204
2758
3312
3865
7'-6" (90") PRECAST
506
797
1462(8)
1952 (7
2442 (6)
2931 (6)
3257
1 506
967
1462
1952
2442
2931
3421
9'-8" (1116") PRECAST
395
491
931(12)
1301(15)1
1640(15)
1980(15)
2322 (16
1 395
1 589
11 5
1 1514
1 1893
1 2272
1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 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:
�EFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
>
<
0 -
> > >
%
P
0 0
0-99
8F24-1 B/OT 81`16-11311T 8RF14-1B/0T 8F8-1 B
(D 0
1� , , 4
0-
>
8" PRECAST LINTEL W/ (1�, #5 HOR CONT
BAR & (2) COURSES OF 8 K.O. BLOCKS
000 W/ ( #5 CONT HOR BAR IN EACH -
ALLUOUT FILLED
0
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
C.M.U.
41
x
0-
0 M "o
F- co 'D
LU 6 #5 REBAR AT
Uj 1�23 BOTTOM MIN. (1)
0� 0 0 lu
< 0- W �-- REQ'D
z
LU
Z UJ 16 GAUGE
�<- LU -4
U) POWERS STEEL
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 MANUFACTURERS 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.
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
-1'2
<
:5 <
F- K M C. M. U.
20
L
0 W GROUT
60 z M
ZF5 =
L6 #5 REBAR AT BOTTOM
0 0 Lj�
F LINTEL CAVITY
0 0
L 7-511" BOTTOM REINFORCING
ACTUAL' PROVIDED IN LINTEL
(VARIES)
8" NOMINAL WIDTH
TYPF DFSjQNaTIQN
-F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF # REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1B/1T
NOMINAL WIDTH!� QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
L ---------------- 1 0
1ST FLOOR LINTEL PLAN (ELEVATION B
3/1611 = 11-011
C�
MAR 0 4 2021
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
CN
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LAST PLOT DATE
December 14, 2022
Z 0
j
STRUCTURAL DETAIL
E
B (LEFT)
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
41-011
21-811
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
4'4'
3'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1453
2654
2654
2574
2574
54"
4'-U'
PRECAST
(2) D4.5 WIRE
(2) No.3
1127
2013
2013
2000
2000
5- 1 D'
4'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
964
1636
1636
1712
1712
6-6'
5-2"
PRECAST
(2) D4.5 WIRE
(2) No.4
796
1454
1454
1435
1435
7-6"
61-21
PRECAST
(2) D4.5 WIRE
(2) No.4
639
1167
1167
1152
1152
7'-&'
64"
PRECAST
(2) D4.5 WIRE
(2) No.4
619
1130
1130
1115
1115
8'-U'
61-9,
PRECAST
(2) D4.5 WIRE
(2) No. 4
581
1062
1062
1048
1048
8'-,V'
7-9'
PRECAST
(2) D4.5 WIRE
(2) No. 4
S7B
1001
1001
979
988
9'-f
8'-U'
PRECAST
(2) IJ4.5 WIRE
(2) No.4
467
^53
853
759
843
10'-6'
9'-Z'
PRECAST
(2) D4.5 WIRE
(2) No.4
398
727
727
582
718
11
1 0�4yp
PRECAST
(2) No. 3
(2) No. 5
355
649
649
489
649
12'-0"
101-81,
PRECAST
(2) No. 3
(2) No.5
329
602
602
430
602
12'-6"
11 I-zl
PRECAST
(2) No. 3
(2) No.5
312
570
570
391
570
13'-4"
17-9'
PRECAST
(2) No. 3
(2) No.5
287
525
525
337
525
14'-0"
12'-8"
PRECAST
(2) No. 3
(2) No.5
270
449
449
286
451
14'-81.
13'-4"
PRESTRESSED
(2) No.3
(2) 7116 strand +
N.R.
522
522
360
499
[2) No. 4
154"
14'-a'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N. R.
473
473
328
455
(2) No. 4
174-
16-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
357
357
254
352
(2) No. 4
19'-4"
1 8'-a'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
277
277
202
281
(2) No. 5
20'-0"
18'-8"
PRESTRESSED
(2) No.3
(2) 7116 strand +
256
256
188
262
(2) No. 5
N.R.
2 V-4"
20'-0"
PRESTRESSED
(2) No.3
(2) 7116 strand +
219
219
165
229
(2) No. 5
N.R.
27-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
203
203
155
215
(2) No. 5
N.R.
(2) 7116 stmnd +
24'-0
I-
22'-8"
PRESTRESSED
I
(2) No. 3
1 1
(2) No. 5
N.R.
164
164
I
124
I i
179
N.R.- NOT RECOMMENDED
DETAIL 'W' DETAIL "B" DETAIL "C" DETAIL "D"
TYPE DESIGNATION
P - PLAIN LINTEL/ -1 QUANTITY OF #5 BAR AT
5 - SOLID LINTEL r LOWER LINTEL CAVITY
[8x16-P-1L/1IJ]
NOMINAL WIDTH j LANTFIFY OF �1 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY I
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
(I)*5L (1)#5U
(0)#5L (1)#5U
(1)*5L (2)#5U
(1)#5L (I) #5U
DETAILW
DETAIL7
DETAIL'H'&'J'
DETAILW
2'-la'
1 �-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6"
2'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-U'_
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'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6614
10000
9053
10000
5-4"
W-D"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4843
6687
6635
7320
5'-10"
4tw6ps
PRECAST
(2) D4.5 WIRE
(2) No. 3
3940 11
5211
5402
5641
6-6'
5'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4350
1 4350
4225
4314
7-6"
6l�21'
PRECAST
(2) D4.5 WIRE
(2) No. 4
3206
3206
3063
3183
71-13"
6'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3071
3071
2916
3049
l3i-oii
61�811
PRECAST
(2) D4.5 WIRE
(2) No. 4
2831
2831
2651
2811
8'-4"_
7-0"
PRECAST
(2) D4.5 WIRE
12) No. 4
2625
2625
2421
2607
9q4l
81-0.1
PRECAST
(2) D4.5 WIRE
12) No. 4
2153
2153
1881
2139
10'-6*
9'-2"
PRECAST
(2) b4.5 WIRE
(2) No. 4
1777
1777
1448
1766
1 V-4"
101-01,
PRECAST
(2) No. 3
(2) No. 5
1568
1568
1222
1568
12F�011
1 0'-8p'
PRECAST
(2) No. 3
(2) No. 5
1439
1439
1075
1439
1741
11 P-2"
PRECAST
(2) No. 3
(2) No. 5
1354
1354
981
1354
13'L411
12'-0"
PRECAST
(2) No. 3
(2) No. 5
1232
1232
849
1232
14'-a'
12'-8"
PRECAST
(2) No. 3
(2) No. 5
1149
1149
760
1149
14'-8"
13'-4p'
PRESTRESSED
(2) No. 3
(2) 7il 6 strand +
1419
1419
850
1347
(2) No. 4
154"
14'-Op'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1291
1291
775
1270
(2) No. 4
174"
16-D'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
993
993
600
1084
(2) No. 4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1035
1035
478
936
(2) No. 5
20'-0"
181-91
PRESTRESSED
(2) No. 3
(2) 7116 strand +
961
961
446
872
(2) No. 5
21'-4"
20'-9'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
834
834
390
763
(2) No. 5
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
720
720
366
1
716
1
(2) No. 5
(2) 7116 strand +
24'-0"
22'-8"
1
PRESTRESSED
1
(2) No. 3
(2) No. 5
642
642
306
1
599
1
CA"'
DETAIL "H" DETAIL "J" DETAIL "K'
TYPE DESIGNATION
P - PLAIN LINTEL/ -1
QUANTITY OF #5 BAR AT
S - SOLID LINTEL
rL--E11INTEL.AV11
[8x16-P-IL/1Uj
NOMINAL WIDTHJ
L QUANTITY OF .1 BAR
NOMINAL HEIGHT
UPPER LINTEL CAVITY
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x`12" 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 (1) U (0) L
SOLID
*5 (� UJ'0(� ILL
SOLID
#5 (2) U (1) L
DETAILDE
DETAIL'DP
DETAILDE&DF
DETAIL'DG'
3'-8'
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3764
6455
1 5637
5637
4-0"
7-8"
2'4'
PRECAST
(2) D4.5 WIRE
(2) No. 3
2970
4965
4401
4401
4'-Z'
2'-10"
7-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2654
4449
3965
3965
44"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2400
4030
3607
3607
4'-9
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1966
3390
1 3053
3053
54
*4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1193
2290
2085
2085
64'
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1764
1763
1578
1578
7-8"
64'
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1409
1409
1188
1267
91-9,
8'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1000
1000
686
903
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTrrYCF#5BAR T
S-SCUDUNTEL -1 r LOWER LIN, EL CAVrTY
[8xl 6-P-1 L/I U]
NOMINALWIDTHJ j LQUANTrFYOF#5BARAT1
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
(0)#5L (I) #5U
(1)#5L (I) *5U
(1) #51. (2)#5U
(1)#5L (1)#5U
DETAIL'E'
DETAIL'F'
DETAIL'E' &'F'
DETAIL'G'
2'- 10"
11-61,
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
9383
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6766
8225
9200
9445
4'-6"
3'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
5104
5671
6345
6345
4'-8"
34"
PRECAST
(2) D4.5 WIRE_
(2) No. 3
4683
5137
5717
5717
54'
4'-D"
PRECAST
(2) b4.5 WIRE
(2) No. 3
3428
3727
4091
4091
5- 10"
4'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2787
3088
3369
3369
6-6"
5'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 4
2560
2560
2723
2723
7411
6'-2"
PRECAST
(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"
6-4-
PRECAST
(2) D4.5 W�RE
(2) No, 4
1792
1792
1862
1897
81-411
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
10'-6"
9'-2"
PRECAST
�2) D4.5 W�RE
(2) No. 4
1186
1186
1014
1251
11,41,
101-01,
PREFAST
(2) No. 3
(2) No. 5
1074
1074
854
1121
12'-0"
10.41
PRECAST
(2) No. 3
(2) No. 5
992
992
751
1035
17-6"
11 -z'
PRECAST
(2) No. 3
(2) No. 5
937
937
685
978
13141
12'-0"
PRECAST
(2) No. 3
(2) No. 5
859
859
591
896
14'-0"
12'-8"
PRECAST
(2) No. 3
(2) No. 5
804
804
529
838
14'-8"
13'-4!'
PRESTRESSED
(2) No.3
(2) 7116 strand +
1207
1207
605
938
(2) No. 4
154'
14--0"
PRESTRESSED
(2) No.3
(2) 7116 strand +
1095
1095
551
887
(2) No. 4
17'-4"
16-10"
PRESTRESSED
(2) No.3
(2) 7116 strand +
836
836
426
763
(2) No. 4
lV-4"
18--0"
PRESTRESSED
(2) No.3
(2) 7116 strand +
655
655
340
645
(2) No. 5
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) No. 3
(2) 7116 strand +
524
524
277
526
(2) No. 5
22'.0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
488
488
260
493
(2) No. 5
(2) 7116 strand +
LLa�
27-9'
i
PRESTRESSED
1
(2) No. 3
1 (2) No. 5
399
399
217
1
412
1
M
DETAIL "E" DETAIL "If"
Wn'4
DETAIL "G"
TYPE DESIGNATION
P - PLA:N LL:NTEL/ -1 QUANTITY OF #5 BAR AT
S - SOL D NTEL r LOWER LINTEL CAVITY
[8xl 6-P-1 L/1 J]
NOMINALWIDTHJ j L �,AENTITY OF 115 BAR AT
NOMINAL HEIGHT " , LINTEL CAVITY I
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
DETAILV
DETAIL'M'
(1) #5L (1) #5U
DETAIL'N'
DETAIL'L'&'M'
2'-19'
1-4-
PRECAST
(2) D4.5 WIRE
M No.3
10000
10000
10000
10000
3-6"
2'-Z'
PRECAST
(2) D4.5 WIRE
(2) No.3
10000
10000
10000
10000
*-0"
2-4-
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4-4-
3-2"_
PRECAST
(2) D4.5 WIRE
[2) No.3
9313
10000
10000
1 DODO
4-4-
3-21"
PRECAST
(2) D4.5 WIRE
(2) No.3
8548
10000
10000
10000
5-4-
4--0"
PRECAST
(2) D4.5 WIRE
(2) No.3
6261
10000
8605
10000 1
5- 10"
4-4-
PRECAST
(2) D4.5 WIRE
(2) No.3
5095
8995
7007
9811
6-6'
51-Zl
PRECAST
(2) D4.5 WIRE
(2) No.4
6871
1 6871
5482
6814
7-6"
6'-2"_
PRECAST
(2) D4.5 WIRE
(2) No.4
4693
4693
3976
4661
7-13"
64'
PRECAST
(2) D4.5 WIRE
(2) No.4
4456
4456
3785
4427
81-01,
6141
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"
91-Zl
PRECAST
(2) D4.5 WIRE
(2) No.4
2384
2384
1884
2371
11-4-
101-01,
PRECAST
(2) No.3
(2) No.5
2082
2082
1590
2082
12'-0"
10'-8"
PRECAST
(2) No.3
(2) No.5
1895
1895
1401
1895
12'-6"
1 V-2"
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
141-011
12'-8"
PRECAST
(2) No.3
(2) No.5
1490
1490
992
1490
14'-8"
13'4"
PRESTRESSED
(2) No.3
(2) 7116 strand +
1948
1948
1093
1591
(2) No. 4
154"
14'-0"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
1774
1774
996
1494
(2) No. 4
17'-4"
16'-0"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
1368
1368
771
1264
1
(2) No. 4
19'-4"
181-01,
PRESTRESSED
(2) No.3
(2) 7116 strand +
1084
1084
615
1095
(2) No.
20'-0"
16-13"
PRESTRESSED
(2) No.3
(2) 7116 strand +
1008
1008
573
1048
(2) No. 5
21'-4"
20'-u"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
877
877
501
966
(2) No. 5
22'-U"
2 '-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
850
850
471
923
(2) No. 5
(2) 7116 strand +
24'-0"
22'-8"
PRESTRESSED
(2l No. 3
(2) No. 5
740
740
393
772
DETAIL "L" DETAIL "M" DETAIL "N"
TYPE DESIGNATION
P - PLAIN LINTEL/ -1 QUANTTY OF #5 BAR AT
S - SOLID LINTEL r L.-ER IINTEL CAVITY
[8x] 6-P-1 L/I J]
NOMINALWIDTHJ L.UANT1Y.1#1BARAT
NOMNALHEIGHT UPPER LINTEL CAVITY I
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl 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
SOL D
11
#5 (1) U (1) L
1
SOLID
#5 (1) U fO) L
#5 111 J (1) L
SOLID
#5 (2) U (1) L
DETAIL'DH'
DETAIL'DJ'
DETAIL DH'&'DJ
DETAIL'DK'
3�4-
2'-4'
2'-D"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5713
10000
10000
10000
4-13"
741
24"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4511
10000
9686
10000
44"
2'-10"
7-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4032
1 OOOD
8687
9503
41"
3'-0"
7-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3647
9133
7835
8173
*-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"
5-10"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2976
2976
2676
2737
7-8"
61"
6-0'
PRECA T
(2) D4.5 WIRE
(2) No. 4
2292
2292
1 1918
2121
9'-8"
1 8-4-
8'.0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1 1563
1563
1 1113
1 1455
FAI
DETAIL "DH"
DETAIL "Dj"
DETAIL "DK'
TYPE DESIGNATION
P - PLAIN UNTEL/ QUANTITY OF #5 BAR AT
S -SOLID LINTEL LOWER LINTEL CAVITY
[8x16-P-1L/IIJ]
NOMINAL WIDTH j j L QUANTITY OF .1 BAR
NOMINAL HEIGHT UPPER LINTEL CAVITY
GENERAL NOTES:
1.),CODES
.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 # FL1 774-R3
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2. 1.1 PRE -CAST W1STANDARD REINFORCEMENT-5000 PSI
2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI
2.1.3 GROUT PER ASTCM C476 - 3000psi W1 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 (2020, RESIDENTIAL) SECTION
R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING)
SECTION 2104.1.5
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 TOP LEG BARS:
(PLACED IN FIELD) (SEE SCHEDULE)
2" 2"
(1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
10 7/32" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
F
2
U
LID)
P E
7/32
TI EE
LO BOTTOM BARS
S S
EE SCHEDULE
75/8'
NOTCS:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION.
PRECAST CONCRETE
3000 PSI GROUT
(PLACED IN FIEL17
2" 2"
Co
22 ,
Cl)
7 5/8"
TOP LEG BARS:
(SEE SCHEDULE)
(1) #5 CONTINUOUS REQ-D.
PER STRUCTURAL PLAN
32" STIRRUPS AT 4'-(Y'cc
ED OR WELDED)
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4!'
3. STANDARD FOR REINF. STEEL - ASTIM 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'
DETAIL7
(1) #4L (1) #5U
DETAILQ'
DETAIL'O'&'P'
2'- 10"
V-6'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6'
2'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
1 OGOO
10000
10000
4'-U'
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-6"
3'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'4'
3-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
54F
414Y1
PRECAST
(2) D4.5 WIRE
(2) No. 3
7681
10000
10000
10000
51-101,
4'-6'
PRECAST
(2) D4.5 WIRE
(2) No. 3
6251
10000
8615
10000
6-6'
5-7
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
81-D,
6 T_811
PRECAST
(2) D4.5 WIRE
(2) No. 4
5430
5524
4236_
5756
8�4'
7��01"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4961
4979
3869
5178
9t4pt
8'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 4
3865
3838
3010
3973
10'-6"
91-7.
PRECAST
(2) D4.5 WIRE
(2) No. 4
2984
3021
2320
3118
114-
1 101-01,
PRECAST
(2) No. 3
(2) No. 5
2699
2699
1959
2699
121-0"
10'-8"
PRECAST
(2) No. 3
(2) No. 5
2436
2436
1727
2436
12141
1 V-2"
PRECAST
(2) No. 3
(2) No. 5
2269
2269
1577
2269
13441
121-011
PRECAST
(2) No. 3
(2) No. 5
2034
2034
1366
2034 1
14'-0"
17-8"
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. 4
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2199
2199
1219
1846
(2) No. 4
17'-4"
16'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1698
1698
944
1546
(2) N .4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1348
1348
753
1330
(2) No. 5
20'-0"
181-8 ..
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1254
1254
702
1271
(2) No. 5
21'4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1092
1092
614
1167
(2) No. 5
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1023
1023
576
1121
(2) No. 5
(2) 7116 strand +
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) No. 5
898
898
481
ir2
TYPE DESIGNATION
P PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S SOLID LINTEL r LOWER LINTEL CAVITY
[8x16-P-1L/1U]
NOMINALWIDTHJ LQUANTITYCF#SBARAT
NOMINAL HEIGHT UPPER LINTEL CAVITY
DETAIL'
'P" DETAIL "ID"
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x20" RECESS DOOR HEADER
TOTA L
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE OAD
SOLID
#5 (1) U (0) L
SOLID
#5 (1) J (1) L
1
SOLID
#5 fl) U fO) L
#5 (1) J (1) L
SOLID
#5 (2) J (1) L
DETAILDL'
DETAIL'DM'
DETAIL'DL'&'DM'
DETAIL'DN'
31-81,
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
7665
10000
10000
10000
4'-0"
2'-8"
74"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6054
10000
8442
10000
4'-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5413
10000
7552
10000
4'-4"
3'-0"
2'-6'
PRECAST
(2) D4.5 WIRE
(2) No. 3
4897
10000
6836
10000
4-8"
3'4"
3-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4017
10000
5613
10000
5-8"
4'4'
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"
64"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3338
3338
1 1640
3122
91-81,
- --I
8'4'
-6�8'-O
PRECAST
(2) D4.5 WIRE
1
(2) No. 4
2158
1
2158
936
1
2036
r4ml
101
ON
UNIT'2216'- 1ST FLOOR PLAN
1/811 = 1 1-011
GRAVITY & UPLIFT SAFE LOADS (PLF)
FxF 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 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) U (0) L
#5 (1) U fl) L
SOLID
#5 (2) U (1) L
DETAIL'DA'
DETAIL'DB'
DETAIL'DC'
DETAIL'DB'&'DC'
DETAIL'DD-
3-13"
2'-N'
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1919
2143
2143
1753
1753
4'-0"
2'-&'
2-4-
PRECAST
(2) D4.5 WIRE
(2) No. 3
1597
1801
1801
1483
1483
4'-2"
2'- 10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1473
1668
1668
1376
1376
4'-4!'
3'-a'
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1367
1553
1553
1284
1284
4'-8"
3'4"
3-10"
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
6-8"
5'-N'
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
91-81,
8'-4!'
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
396
489
489
261
393
DETAIL "DA:' DETAIL "DB" DETAIL "DC" DETAIL "DD"
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"1 RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TC11
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5 (1) U (0) L
SOLID
#5 (1) J (1) L
SOLID
#5 (1) U (0) L
#5 (1) U (1) L
SOLID
#5 (2) U (1) L
DETAIL'DO'
DETAIL'DP'
DETAIL'DO'&'DP'
DETAIL'DQ'
3'-8"
74"
2-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
9620
10000
10000
10000
4'-0"
2'-8"
2'4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
7599
10000
10000
1 DODO
4'-2"
7-10"
2'.6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6796
10000
9505
10000
4'-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6149
10000
8604
10000
4'-8"
3'4'
3'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 3
5044
i 0000
7066
10000
51-81,
4'-A"
4-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3077
10000
4325
1 OODO
6-8"
54"
57'
PRECAST
(2) D4.5 WIRE
(2) No. 4
3765
7387
2901
6831
7-8"
1 64"
1 6�7
PRECAST
(2) D4.5 WIRE
(2) No. 4
2693
4979
1 2069
4671
9'-8"
1 8'-4"
1 81-01,
PRECAST
(2) D4.5 WIRE
(2) No. 4
1552
2996
1 1183
1 2844
TYPE DESIGNATION
4 4
2: UlImu-
[8x16-PIL/1IJ1
L
.7.4
%2
DETAIL "DL"
DETAIL "DM"
DETAIL "DN"
Q11
TYPE DESIGNATION
[8xI6-P-IL/IU1
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR T
S -SOLID LINTEL r LOWER LINTEL CA11TY
[8x16-P-1L/1IJ]
NOMINALWIDTHJ j L L�.TrY .1 S BAR AT
NOMINAL HEIGHT UP 'R LINTEL CAVITY I
SAFE WORKING LATERAL LOADS (PLF)
8" X 8" LINTELS
Total
Length
Type
9'x8,'
PLAIN
8"x8"
SOLID
7- 10"
Precast
2082
9235
&4'
Precast
1325
4624
4'-U'
Precast
1041
3358
4'-6"
Precast
858
2635
4-9'
Precast
810
2459
54'
Precast
663
1940
5- 10"
Precast
583
1624
C-6"
Precast
486
1396
7-6'
Precast
403
1134
7-8"
Precast
392
1100
8'-0"
Precast
363
1037
8'-4"
Precast
318
981
9'-4"
Precast
222
772
10'-6'
Precast
156
600
11 -IV,
Precast
132
651
12'-U'
Precast
ill
593
17-6"
Precast
98
544
13'4'
Precast-
82
475
14'-0"
Precast
71
429
14-8"
Prestressed
NA.
417
15-4"
Prestressed
N.R.
369
17'-4"
Prestressed
N.R.
257
19141
Prestressed
N.R.
184
20'-0"
Prestressed
N.R.
167
21'-W'
Prestressed
INK
138
27-0"
Prestressed
Nk
127
24'-0"
Prestressed
N.R.
100
N.R. = Not Recommended
MAR 0 4 2023
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Virtual R view Assist, In
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
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FoaWLIPWRhooluctli
2UWLftJW3W
amiumanumm rd
- -
Appragodfart.1" Allarovoldforvels
111 HVHZ 292011=
Iffillm
Rog=
Doll
EMS=
*no Smorls'sto",
Nommol 69M,8 Squatlitipactillosgot Opaque
i2131=22
140
Y"
Yet
Will,
C.'rip-Mir Edes, Fborshass Srig. 0-
X COMourab"
2
b. TAtinno-Tru FAw-Clastalt ane Smooth-Slar
Mornm2l tiaadiala i4quotimpa4woot, Opaque
i 2,'J 1 ; I
N110
Y-S
ran
Contrasts Edge Fibergime Single Debt with
5delke(a, (Ints"plaCMrsre, X0, OXor OXO
configur"MoI
0� Thilmso-TIM lo flbfh`�Ogft� and 5-,V#19Ro
NOMMA 6&M8 squotl ropacte6quat coallve
12nit1w
1`40
Y"
Y"
NVA
Composite Edge lzberillanis 00�ble Doo, th 0,
werphit Sloespers
cenhigurnonsil
4
d. TharriniaTru Fbirt-r-lasowo and Smiciedr-Stor
Norriguill 88WEIR0 kunt-I rnpact8quat ()Roque
IMI=
P40
Y"
y"
IVA
Compoeft Eito PlagiVaim; G*Vle Dow
X oonfigunalsorri
0 TriormainTris Fdbar-CAOMC aho,'�rmoom-Star
Nommall NAM.0 SqrAilbripacaquat, Opaque
Imv:na-�
40
Y-
MA
Compoess Edge nbegivas Single Dow with
Sd.1 I.C.) 01-0900upsam- ng XO. OX - OX0
coafturtnons)
6
Thiginviii Fber-Clansic and
Nominal 860111 &quaj mispactiSquot Opaque
112nil=
1,410
Yee
Yes
Urik
Composite Edo* Rlbiinlll� Double Door wither
Without splaithes. xx al,nooro
c&ANUfations)
7
Thernsil Fmor-Ciresisc ano Snyn�-Stv
No-ral 55#3a,? &qucrLI rnpaictkisiot Glazed
I Val f2l=
No
Yft
Y-
NIA
Composite Edge Fit ber9fass Single Door
fln-9/iOulis.ing X-fiqu, ban)
8
h Thormai Fiber-Ciariuc a" Smooth -Star
Immnal 611trips Amintl mpaAloon't Glarsol
I n I r2n2�
P40
Yes
Yen
VA
Commost. Edge F, beeri Single Door otm
oxoroxo
ounfigumtons)
9
'rherrai Fbw-Oasusn and Smi Star
Nominal G&M,8 Aqw�lrrnpantaiiuict Glazed
12�3 1 r-IT22
r+J
yen
Y�
WA
mpinsirs, Edge rparj�au DuAnle Dw wtho,
without Sudolitift (IrmavingfCtibromg XX N CM
to
I Thep nsa;-T� Puber,-Cla� and SMDOM-Sh r
Nominal 8&W39r,0 iaqiuo�l G lained
J213112=
'k
Yes
Ym
WA
r.vmponta Edge Fiberglass Single Dwr
11
li Thormal.Trui Fiber,Claiar, and Srnw1htRar
No"nol 8"-W &quall "pact9quot, Glued
1 X31-1202.1
No
Y-
Yft
I,,
mporion" edge lupwqlass SNI# Dent witin
X0 OXWO,40
-ungumatoms)
12
1 The,rh* Tnt Fibel-ClAssige And Smanth -Ift,
Nominal &90390 tiorrotirop-Mquot Qued
12f3 1
ran
YeA
Yen
NiA
C-omposite Fdga FiborgilaBis Double Door Win w
Mithout SkleWors 3nshnmnotCAjbAmha, X(u O)VO
wridivraborns)
13
m Therma-Trui Filbur-la�k and Suricam-Sftr
Nominal M430,8 &qotImpaa", Glazed Molded
I2t31)=
4�
Y�
ye�
WA
Open Campoothis Edge Fibisiglassi Single Doot
0 nwmi-CiOutswing, X coisliguration)
14
n Themna-Tow Pilbe.-CArsawc ano Smooth -Star
NDm trial 6L#39,8 Glazed hilindled
I If-31 rAr22
r1k
Y%
Yes
Wri
C4*n Com. I Edge Fibeiglaiing Single Door ft
Glued Molded! Open Sldeftr(!�
XO' OX - OX0 -ofiguar"no)
15
a Therma-Tru and Smooth-Suir
nromns2161M.8 &Auctl ropo&Amiot Glazed Willett
I2V-31.i:Kr22
NO
Yes
Yes
NfA
Open Composite Edge Fibergunas Double Door vAth
or mthutit Glazed lAdded Open Sdeldes
J! Y-Kw D>Dlo
18
p Tins-rm Fra-Cob- and S-In-Ster
rimn-I SaArgisa "Imintaq-t rlrusq..
12)21 rlv_-
NfA
Complaints, Edge Rbonglama Singie Door Mh Niololed
Open Salefres(g) XO OX or CxC
niii'Munifforns)
J?
q Therma,*tr. an, SnximhnSlurr
ntsm Opaque
I2i!l1/2=
NO
yea
Yea
N(All
Cam, Edge F, boyal. Ehiribig C. .1n a,
.tyrmt Glazed Melded OW Sdin'tan
XY ar OXXIJ nor'liguraliI
Florl Department of Business & Professional ReguWliur Raw i ar I
Sui dinig Codea and Standardia WX021
Product Appirml Application Dealt
GM Lou allull �ftl Gains ft'all we
MW oktgmmo allic AfteEmm MMA
Raropon 2tin PGT Joan Ak-& 11nitni-onol, W-1co - CEP hip"i-itleds, Woo - VAI 1111s=;N Vw=o 11n4tx2Q Apprond
catatilaw. ritted. D- r941)456-0100 97aSiTIS-7590
subca"pi't, Sweg Indarior D- Anis'nanar. irogn-aloposetsual C
Comonamins, agreed; C.1111.0. Mail, s Liento
Fiamulassessid"
&21112ildlIZ921 RD= 229M
mmmtm.Kii= Pinalluad oboamationt on mwz OL"d' MVWZ Pastelist Phisou.
�ftll M�L.Msa N.W. I.Pd) vnyl Siding as.. 0- Y- I., Y- WA
August 10, 2022
11 : 11 1 11111
A
1:2 Inkicel M 'W1 my 1AQ
As required by Florida Statute 553.842 and Florida Administrative Code 913-72. please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying for a
Category/Subcateaory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
1
1
1
1
1
A. SWINGING
The rrm a ru
Fiber -Classic and Sm oath -Star (NON -IMPACT)
FL20461.1
+67.0.1-67.0 psf
12/31/2022
Therrn aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0.1-67.0 psf
12131/2022
Therian a7ru
Fi ber-Class ic and Sm ooth-Star (I MPACT)
FL20470
+80.01-80.0 psf
12/31/2022
B, SLIDING
MI Windows and Doors
Sedes 420
FL15332.1 - FL15332i5
+40.0/-40.0 psf
12/3112024
PGT
Series 5570
NOA 21-0205�03
+38.7/-38.7 psf
4/14/2026
Pella Corporation
FL2646
C. SECTIONAL
Wayne -Dalton
Sedes 800018100/8200 #1105 (8X7)
F L8248.3
+31.01-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100.18200 #1123 (16X7)
FL824810
+30.01-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/810018200 #1124 (16X7)
FL8248.11
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
F Ll 1537.1
NIA (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Sedes 185
F L1 7499 2
+60.0/-60,0 psf
10/812023
PGT
Series 5500
FL2392
NIA
7/30/2025
Pella Corporation
Series 10!20
FL11206
+35.01-35.0 psf
6117/2027
Pella Corporation
Pelia 10 Series
FL16603
+60.0/-60,0 psf
6/2212023
B. HORIZONTAL SLIDER
MI Windows and Doors
Sedes 188
FI-15351.1
+55.01-55.0 psf
2/16/2024
Pella Corporation
Series 10,20
FLl 1161
+30,01-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
N/A
5125/2031
C, FIXE D
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/aw60.0 psf
4/3/2023
PGT
Sedes 55-2-0
FL243,5
N/A
4/30/2025
Pella Corporation
Series 10,120
FL6694
+50.0/-50�O psf
7115/2024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
5/2512031
D. MULLION
MI Windows and Doors
Series 5764
F Lal 5353.2
N/A
12/31/2024
PGT
Series 5500
FI-261.1
NIA
5/26/2026
E. OTHE R
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardlePlank Lap Siding
FI-13192.1 - FL13192.2
N/A
12/� 1/2023
B, SOFFITS
Alside
Solid and Vented Vinyll Scfflt
FL15272.1 - FI-15272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented A�uminurr- Soffit
FL16544 R5
+54.21-54.2 psf
7/30/2023
11C. OTHER
14. ROOFING PRODUCTS
IA. ASPHALTSHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tamko (1br Shingle Roof)
151b Felt Underlayment
FL12328
Ni"A
6129/2023
Plyglass. USA, Inc. (1br Tile Roof)
POLYSTICK TU MAX
F L5 2 55 91
I'TA
12/23/2023
C . ROOFING FASTENERS
NOTUSED
D, ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL1691&4
NIA
91912026
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
12131/2024
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
+97.5/-97,5 psf
12/10/2025
E, ROOFINGTILES
Boral Tile
Villa 900
FL7849.27 - FL7849,28
N/A
12/31/2025"
Boral Tile
Saxony 900
FL784916 - FL7849.20
NIA
12/31/2025
F� METAL ROOF
Drexel Metals, Inc.
DIVIC 10ONS, DIVIC 150SS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+0/-180
12/31/2025
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076A - F Ll 5076,2
N/A
12/31/2022
All American Shutters & Glass
Galivanized Steel Storm Panels
FL17869.1
N/A
12/31/2022
6. STRUCTURAL
COMPONENTS
k WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B, TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FI-1999.1 - FL1999.4
N/A
121131/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527i5
N/A
3131/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630� 15
41A
9111/2023
Commercial Concrete Products. Inc.
High Strength Concrete Lintels
FL1774
N/A
5112512024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infbrm ation must k.,
available to the inspector on the jobsite. 1) copy of the product ap.roval, 22)
F-333 IWITTI 211 Me] I Y214
WISPINN�
Florida Department of Business & Prafessiorial Regulation
pog. I Cd I
Building Codes and Standards
Product ApproM Appilcattloin Detall
QW111
EdMLgE
DOPE!cMlrtg
20
T*M Version
Manufacturer
Its=
!t
FOC Approgili
AaMnli
3WW3
Rovie" AVO
Irlygrinnar-Tm Conpoinathern
;
b� not P F Ryai I
King P F-
07)1 07AMM
OV20=0
M130020
ApI
CawqW. Essonot Doois
(8M 843-7628 PE-4Sgog, 18,B) 757-55t56
subidgittipory., Saimaina Ettei Doe, As"asiol"
sloarersomathisminutru no
Compliance MoVil Eniluabors Report from L
m
Florida Registered Architect " a Joarnsed Fb
rLJKM?0,R3PTAdU4lA
Prorossibral Engirew
sitigaAalipM
A=2X1lJU.Wft AssanivildlarUse
JMM
S" Is
Pronluct We", Nolmlseror Nostra
prioductommolosoft Claan�Ex
D&M M HYHZ
outside *4VHZ
Flooltraler
laossupare
I
a. ItemwThu Fiber-Clianse and Smiooth�Slpssr
Nominal Mager, 8 ftucpt Mrpamt" OpwW
12f3l !��W
Yes
yes.
Y"
WA
Composite; Edge F,peoplaral, Smois Door
.9, 9 -figuration)
2
to Thermps-'rixt F,bor-Clvow and limoo,"tar
N.==8 Opairpe
12M =22
Yes
Yes
yes
WA
Composite Edge Frogmen Swele Doopmoi
SidefieW (InsaminighOutin4no XO, OX of 0X0
configuratione
3
a Therriss-Tru Flaw-4CAmIc and SiTouth-Sair
Nominal Ww'd SoList, impaor&qW0 Oporloo
I M I CM
Yes
')(*a
YOS
WA
Composite Edoe F'neig4as Dow big Door vins or
%ftaifi satistain" (Ir&MhVOuer,4*V. xx or oxxo
configuratensi
4
d Thermal ru Rbor-Cluraw, and Smooth -Star
Nominal bilai &quoLlarpactilquot Coequal
1 V31 M22
Yes
Y"
yea
VA
Comirrishe Edge FeeVoiis Smod Com
X configuration)
5
e. Theri-J. Rb--02- -d Smoolth-Stin
Nominal 89113k, 0 Opier-
I E111 r=
Y-
Y-
Y-
WA
Single Dgormth
C X), OX or 0X0
%nfigurations)
6
f Therina-Tru ripar-Clawak and Smoorn-SIx
Nominal 8&X19:0 U,.x kmeadtlatuot Opaquer
12ri I r2=
Yea
yea
Y"
IMA
C'b"'posifte Edge Frblingrass, Demo* Cxw vaith or
'Amellt Siginism (frowng4utsinvit; X1 or 0XX0
T
9 Tflamria-Till Rher-Clouge, and FAVaust-Stal
Nominal S&OW9 slAtiocimpsicuaquot isiazed
47J.31 M-22
Yea
V101,
Y"
NVA
Campos" For sinew Deer
0'"'WingfOuniaming; X con6giuratorl
8
h Thinstil F,olar-Okoruc and 6moonh-sw
Nominal 8 %.-vt Irnpxot&qM Glazed
IMM04
Yea
Yea
Yoe
WA
Composhe E490 Filbelgavis Siginglis Door vAh
Sidellurfs) Onwnmnaln)uhrmng� XO, OX or OXO
weh
i Thensigi 14,berr�Cbsscasqol SmooflnStair
NOMIOn'3=6 &qUQrJrhoa0&qUio- G1929d
12f3lr=
Yes
Yea
Yee
NfA
Campaigns Ed" F,bisirlillagis Oft bar Doi 0,
wnhout saporrear xxtir oxxo
mitirguralionary
to
1 7hormes-Trit Filan-Cosese and Srnaath�gbur
Namiraf 8&;ItV�0 Glazed
I
You
Yea
Yea
WA
C�.Patwiv E490 Fiberglass Single Doot
Jlhswingi()'� X configortem
k Tharmig-Tru FlosrZboain and FxrlcolmStar
rlorr�rpl PAS39 0 aquoLlme&Lo&quon,7A�
I ?J3112022
Ym
V"
yas
1,11A
COMPOsits, Edge `m8(QlJAA Smigne Do,, vAM
Sidiol"N XO, OX or 090
confaustraor,$)
12
1, Thering-Tr, fibor-Classrac and Smooth-Stal
Nominal 84039 0 &qo,;Jm;hact&wot Glazed
l=lQ=
Yen,
Yes
yes
WA
Cain E Is Fiberglass Doulaw Door'nith w
�.= (InsviinglOutinmrig, XX or 0)0(0
wnhgwiplioroi)
13
on ThenvurT,ii Fiter-Coli god SAxiolh-Stalf
Nominal Opaque
lzr3t=
Yes
Yeg
Y06
WA
Edge Fiberglass' Singila Dow With
t=o IrripactlIquot, &dii
XO, OX
14
. Thasms-Tru Paw-Upil and
1,16ftrist "031 84votInTiscu*v� Opeal
i Zr3l QM
Yes
Y"
YOS
h0m,
Campeche Edge Fitorgla" Double DOW Win
Oxxo w0guratilort)
is
o Tricerna-Tru Fiber-Cuotsiv and Simou"lan
Nonsim 1884106, 0 &eA;-tJmP"0A*ot Opaquo,
I My Q=
yes
Yen
Yea
NIA
Compteaft edge Fiberglass, Single Door With,
(Ingforgrolstruffig;'X0 Oxoroxc1conligisrations)
16
p Thermis-Tru Fiber -Classic isno Smoonn-Star
Nominal S&MG amsmimpactSiquot opaque
i W31 QM
Yes
Yes
Y"
WA
Compoedis Edge FRipligissis Double Door van
IlicitotNowlimpasciSqual, Sidelibita(InslawlingfOoonang;
OXXO configuration)
17
q Th-Tw F,ber-Cra- and S.-Ah-Stair
Nammor 1 O&OskS SQ10ENOts-I tripigiplilitutill, Opgq-
12YS 10022
Y"
yas
No
Wilk
Cornpowle Edge Ft*qhsu stake Dow
(I l`%Wr00kflYMaV� X Configuration)
Is
'I"herme-Tru Fibin-Clail and Smooth. Star
Nominal 69*39,8 4gaignENon-Impodilliquak Opaque
12MI12022
fes,
Yes
No
WA
Composte Edge I'strogloso &ngIv Door wth
SOWW2) xo' Ox a OXO
ODMh�L""n)
19
Tinerm-Tru Flow-Clasic and SmoormStair
Nominal PA#36.8 laquorNon-ImpacAquot Opaque
12Mt2=
Yet
Yes
No
WA
Composite Edge Plipartrass Dosiblas Door With or
,Ahout Sidaties, (InsoaingirOubtiging: XX at OXXO
configgralso")
2D
tr Thermal Fiber-Catinnic and Smoritfi-Star
Nonmetal 81111 &qwmt:Non4m;papt8iquot Cloalia,
1WI12=
Y"
Y�
No
na`8
Composite Edge Fftivi- Single DPW
Jlr-vn,i� Y -.1lig-asi
21
is, Thermili ru lorbser-Clairw and Smooth-Sta,
Norninal S&M 0 Opaque
lZmnQ4
yes
Yee
NO
14A
Carnposile Edge Fibintillaw single Dow *0
side"Q xO' OX or OXO
oriormuratiman
7 hm-,T. FberInt.- And
Nominal 88";0 &q-!,N� 4rnpsMr&qat Dean-
I W11=
Yes,
Y-
No
NIA
Composite, Edge Fiberglass Double Door vW or
"tho-et S-dwrt"
orintywradions)
23
w Thor"als-Tiv F,ln:r-CI%gpq end Smooth-Slan,
Nomiral Osmgta kqe0bri, Irripag"ot argued
1203110=
yea,
Y"
No
WA
Compoasto Ease Fiberglass$ Singior Door
24
a I horms-1 ru Fiber -Classic and Ssinooth-Star
Nominal SWIg8i &qursNorI"sad&quo1; Grated
12J31r2W
yft
Yet
NO
t,1rA
Door with
or
y� Thonno -Tru FeerCrospire, and Smorollin-S!tair
Noom.411 66,43S,8 SquotNoim Glww
121,31=2
Yes
Yes
NO
NIA
Compowe Edge Fibarglasa Double Debt vAth or
yvithout Sidefitm (ImiliningfOulimlityr XX a OXXO
oonfillurgirponsi)
26
Z Therromi-Tw
NO--3IS&ap3R,,0 aquatNon, lhreat%quol; Glazed
lzf3t=2
Yes
No
NIA
Campoisma Edp Fiberglass S" Door
a X confrouraboti)
27
zat Thervis-Tru Filper-CUrosa; and Smoodr-Slar
Nominal 860%.0 9quutnion-Irnpago"ot Glazed
121311=
Yft
Y"
NO
N(A
Composts Edge F.bliallast single Door with
Si,leoisi �mawnqlOuvaa% X0 OX an OX0
configurations)
28
rb Therstria-Trii Fiod-Cl�r and Smoci
Norn.id S&M.0 SawotNon- Inspact6quot Gigged
1251rew
Yes
Yes
No
NrA
Composite Edge Fits"Issis Doubt Door wth at
vithoutSideftes Me, OXXO
configiuralions)
(D
(D
2
o
CL
0
0
0
L
=
=
r'-
.0
m
0
0
CD
>
E
U)
a)
"
o
*
LO
1--
W
Z
Z
W
=I
MAR 0 412023
FbFiola Department of Business & Prolossional, Regulation
SuNding Codas and Standards
Product Approval Application DeW
Pigs, a 2
20 wt 20 postal RM
Yemen,
1,611111121
MAMMU
ARRULVW
BMW
Assis
Inc.
20210
MI irflrdc� and Doors
Catotiorn: Emesior Deals
aront3linlref Lint Rotn'lo Lnhi Slinmn ME L". RE
It' 7, "(14-3wo IS-07514
1 Untaii loveam
WAW2023
1z"1511070
ARR-ed
virtuai Review
a
d approved
"C.inteoric Blood Exilionct Dean Assorritillin
cornpilam'. Ntho* E"ll'atim, Repair Irom a
mamginam�
.
Ptc
Review completed
2 020
"BC 7th Edil
U.-sadmords
for co
liancIll with the
"misilar's Enig-
Debra Anne Klahr
)X2300
by
kaw
&KA
hiarrillm x him
Z&M
KY4
at
I
SERIES 420At JMINuM SW
&ERIES 421) ALU MINU M SGD OXO IWIM4
NO
yin,
No
VA
, NDN-REINFORLED
2
SERIGS 42D ALUMINUM SW
$ERIES 420ALUMINVM SGD OX XOXX 1;V31Y2024
no
No
ring,
!i
SER:ES 420AILUMINUM SW FININFORCED
SERIES 070ALUIA114UM =0 REWORCED OAD IWV2024
Me
NiA
4
SER ES 420AEUMINUM SGD REINFORCED
BE RIES 420 ALU MINU M 93D REINFORCED OX 17131=4
NO
N or
No
WA
xo�xx9ftsqaotxii"4116f�
5
SERIES 420AUUMINUM SW RONFORCE10
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Product Approval Application Detail
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Buill Codes and Standards
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Bialidal Codes and 6toridera
Product Approval Application Detail
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sillicaftooryn sindle who
cornplanint *40wt Coniketriat gianit or Wane
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can= Enarvievir & 1-menve Validated
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File Amodial
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Status
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Triermol-TruCorponstiCC,
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complain" liewast Report frorr, a
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professional Engineer
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Product Model. Number or Name
AndMintill for the Agaggiald
Prod poll Description, contract Expiration Qft to HVHZ
For use
outside 14VHZ
Irregular;
Readsmarill
Desdr,
Priasniurit
1
a ThernwTd, Fibot-Clessio and Spootl -$W
Opaque
1213112=1
No
'Yes,
No
NIA
C4mpwft Edge Fibe(Mand Until, Does
liorminglOultailing, X configuration)
2
t ThernsionTnu riber-Clasall; and
Nominal ftma Opaque
IMV'2022
NO
Y"
No
N/A
Cun-poeft Gdtge Fduan; Law Singe, Door visth
S'dere(q xo� OX or OXO
iminfigurali ... )
a
c TearmaTnu FiroorDaidocard
Namina i S103g, 8 iliquat Noe,l migaaMquat, Opaque
12131 M2-1
No
Yea,
KID
NIA
Flber�laixi conip"its Edge omma Dim, sA1h, or
%stiout Scielites (I maniingrOw dom ng, XX or O)XO
ocinfigurarlonali
4
d Theffria-Tru r4ber-Clai and Smirgod-Slair
NQdiira17&M,0"Non-lrrrmcAquot Opaque
12olli=
No
Yes
No
NIA
Gomposits Edge Fki Lam Slogie Dow
X courawation)
5
a Thenina-TCC, Flbxar�cjasak� and Smactri-SW
Nounlrult 76031 Aquor Non-Impatillicitot Opaque
No
Yet
NZi
NITA
Composide, Eidge Fiterig less Single Core wild
SideiWQ (I ruielir40utewng, XO CX or OXO
configumalions)
13
f Theff,,&-T,u Rigier-Clasek am Saxieft-Stax
Nmrhal 8"39;0 Opaque
12al=22
No
YK
No
lVA
Composlite, Edge I'llmargraris Single Door
(Inaearo'Oulanviru, X cordigurartion)
7
g. Th qi-Tru F lipqr-Claoss: and $-naah-Aw
N-nw UM;Q aqualNorri.00049,zot Opaque
I 131 rQ212
NQ
YV4
NIP
NO
Carnwisric, Edge Fiblarglaim Single Digorroth
sidelite(s) 0 XO, OX or OXO
oraintiguratomi
8
h
Ncirrmull Opaque
I V1. 'U'21-M
Yen,
No
N,iA
Died, I Edge Fb&Mkm Double Dom uarm dir
warhout sudwries XX or OAX0
contigiuratleds)
9
t Theireni FberC arld smooth-sairr
N.M.., 6&",6 Glued
I'V311im
No
file,
W
10A
composift Edge F.berglase single Do -or
X oonlovori
10
jl Tnerrnla.irnu Filmr.Cansunaw Smoolt-�taf
Nomnal ft",A Glazed
121SIM22
C110,
Yea,
No
rdA
CoMpodixi EC190 ribergmas, Songle Door voth
Speelftne [I roningirOvis-Ong-, XO OX lur QX0
newdriquartions)
11
k T heurdaJrli Fk-Glasno and
Nornead nm�8 Owed
12,1 QO-�
NO
Y�
W
14;A
Opwripsaxidge Ed" Fibionglaria Double Dow odr, u,
efirnrourl Sidelifte, XX or OXXT)
comligi.raii
12
L Tbairra-Tu F,her-CLasaluand Sinwah-Ster
Noninal 7&M.0 keattlion-ImpalSquCit, Glazed
1 W-1412,10--
No
yes
N'>
WA
Ournuoloult, Edge ftegairaC Smile Odd,
13
on 7h--T,. Fri Dugout: .,.d S-ftsid,
Norrilmll 7&M;O 9d-tN*,tpxuZqLoxk (7hued
12GID022
No
Y-
N.
NC
Compinsure, Edge Rb&rgfisars, Si Door v^
20OX
Sidertlels) 0 hialingill0varruarg� or OXO
14
n, ThanreTru riber-Clusive and Srhooft-Star
Norrhall 81,011 Gulared
1243imn
No
Yea,
NO
WA
Glorepawly, Edge Fiberglass Sintia, Dow
X corrlgurzvon�
15
o Thearna-Tv. Fiber-Ceac and Smooth -Star
Narrow S&OW Glued
yes
NO
Nf�4,
Coremnete Edp Fibeeglaus Sing 0 Door vath
Sidelsinail) fl XC, OX or OX0
Configurations)
1 ri
p 7heronei Fiber-Clason: and Sendeth-Stor
Nurnhol ftlars;g, Glued
IMIT2012
No
Y"
fxl
NO
Goomimedu Edge Ribergavis Double Pod, oft or
isithoun Sidiekes, OnsannigCOutoreang XX or OXX0
igonfisuraffirion's)
17
Q, ThonrwTrti Fitear-Clasac and Smooth -Star
Norn"al 83111 &duar.Nonimpaxodquak Opaque
imif=
No,
Yes
NO
NIA
Compusslas Edge Fiberglass Single Doot fth
Tnildrom (InowntlPOurtwoortill, OIX configuration)
is
t Thodna -Tu and Syrooth,stair
Nominal O&M.8 "Nor-Imgadr&qCxo, Opaque
IVIMM22
CA.
Yes,
Nk,
NfA
Carnpasum, Ed" F911ownglass Sungol Door -th
Sidiirlru(si and Tran—,I—nrlOutonsurg MOD
QPQX or O1OXO coofturalki
19
o T�wrroi Fitser-C"oIC, slid SwxCireC-Stin,
Nominal S&M,11 ".Wei-Indpactilquot, Opaque
I Z13 I
No
)'as
1,10
NTA
Compoidby Edge Fdoorvirse Singra Door hth
iginliiifikn�%) 0--itiOullonere. XC,, OX or OXO
Coftnuous, Head and SA
20
t Tesdida Try F, per-Clusait a"
Clammed 81103RD &qu*,N"AdtW%qLxot Opolque,
I ZrAl _VM
No
"Art.
I'lb
TVA
Gomploaft Edge F,borglem Singe Do. *ath
sldalWv) trwrivingtOussimna X, OX at OXO
Contimuli Head and $4 wolfrourziburo)
21
u� Tbarreii Fdooe%Gbasinc and &,%NbEtar
Nordoof S&MA aillodrNion,lonsioliliquot. Glazed
IM11202.1
No
Con,
NO
NIA
COMposula, Edgm Fibelglaffl, �91V@ Doxil WO.
Si*MWG) X0, OX M OXO
Continuous Hwad and $0 confgraigims)
22
Thedrisi-Tru F ber-Clasew and $osacgh-Shu
Noininai Glued
12/31f=
No
Yes
No
N/A
Godponsto Edge PtrerViars Stage Doo, with
scall Acr, OX a OX0
countinuoula Hew am Sel conrovaboons)
23
el 7?wnwr-.. Fibel,44aftsr arid Smovi
Nodri salamis Opaque
12r3la-02",
No
Yea.
NO
UiCA
ComposelEdge Fibergliew, Door Pancievich Varied
solaws) XX, XXX or XYM
aterfillwifitims)
24
s, 7 hermaTn; Fillow-Claqw, end SmoDth-Star
Nominal B&M.0 Opaque
i 2ra I rtm
No
ye,
W
TA
complaide Ease rovigus" Door plinelis "th Vented
Sioldlew's) QnsismiggNionving, U XC(uir Xo(X
—fig.ration.)
25
y 'rhourna-Tru 1-Iter-Clasup red
Nornorl' 6&*39-8 Glazed
12sir2m
No
yea
"Id
CVA
Composite E094 Funases Do.? Panels WI" Veted
)0( XQ(ox XXXX
20
L Iroerma-Tru Plow-Classlo and Smouth-107F
Nomurial, 0, ailed
12,-31r1W
No
Yw,,
No
NIA
C'4stipostsr Edge Ro"fass One; Parals uAll, Vented
960111osi(t) V A11W.400.1lius" XX XXX . XXXX
minfigurallons)
27
za Thissmar-Tl, Firtion-Oweskarld Smooth -Star
Norinlral SSMfl G"arext
12131/ml
No
Yes
Nvj
rVA
i�omrxgoft Edge FChugniasox S-ve Doo, ,AF� 301
)l0' OX a OX0
Configurations)
26
ZD Thssrrrn,�T, Funid4g4ask-ro Smooth-Stat
Nominal 68#39�8SCquatlIou,nrp9xr&tILCcd- SCaued
12f3l,20(22
No
N43
NIA
Composite sued Fiberglaw Dsuiible Coo, Ath
3&039,1) S.Wites O)W
(Configundion)
29
w 7hedroy-T. F,mas-Cayslar; and StriloolonStar
NomlotP 841031k, 0 iliquiciVion -1hrigaviti ".1azed
No
Yea
No
nVA
Cornpoi Edge F,berg" Single Dow ysth 39*nli
Sidelien(s) (1trwill9K)utiesing, )Z, OX a O'AO
30
of Tlh�--Tnui F,ber-Clausk And Smooth-Sidir
1=1.1-lillln 9quiottuon-1 Mpadlactit M—d
12131,2022
N.
Cline
NO
NIA
CO,rnpolms, Forge Fiberglass Double Door om
33039,0 Sodakin jiminiarigg-twung, OXXO
31
ze TIrearma—i FdoN-0aswc and !iinUvrm-,cVt
Nominal I&I".0 sholve
I Z � i AX
yeio
NO
N/A
Sera% Compowle Edge Glued Pibergaso, Single
Door -it or vithut 1 W02 Sidglaidt)
ri'llods,nivoulaxonro K CK )(r) or OXO coftaall
Florida Department of Business and Professional Regulation
Buildirrig Codes and Standards
Product Approval Applicaltion Detail
311512022
FLN6259-R31
2M rm"
2wft
Status
1Y ra
YMIQn Manufacturer Ca 909101211
Alidatsd Ry,
YglWjj2d
MMIJIg PeIWIN
ARQroved Approved
.
Re"on
2020 POLYCLASS USA Ma",Alpert, License
John W
I (YX,220210
l(Y22IM20 FBC
I 2J I 5-Q MQ
Category- Roofing S954233133osntvpef*polyglass.com Robert Nevirnen
KnLgrmichi PE
AAWD2d
SubCarliagrory: PE-59168
(954) 77-2-6224
litcli=2()
Undentayments
Cornp [lance Method:
Evaluation Report from
a Flof Ida Regis�ered
Architect or a Lcense-d
Florida Professorial
Engineer
FLA6269-R31
Picadiijgl
MAINVAMIMOO
Aporaviodfortilse,
AggMAdforkilso
ligglid
Rptot)
31,99
Produal !left Number or liable, Produm oftscrigion Dam
In Iiii
Quftkb
KY1jZ Resistant
Pressure,
I
Poltillial, Roof Undeflaystalem Rooi undernwertedo, 10I
No
ye's
VA
+Nli
1
Polyglass ROO uneressymem (HVW) Pargruts roof Umderlayments for use dr FUC 1212==
Yes
NO
WA
IVA
2
POIYVa% ROW Unceflartareents (non-11WHO Pointless roof und~igrts, ftur use ti =Q=
No
yes
NfA
+1WN-iir
F80 nan-HvistZ jullatilkabons,
I
foollygasal Roca Ursdeft"ents (FfVHZ) rout untierta"ents; ftr use In FBIG IM3023
yes
NO
VA
WA
=sdiallCmis
2
Polygiass Root underisynterills; (nial-tivi-Ln P*gia" nal undeardaysmarrits, far use a) 12f2Z4=
No
Yes
WA
-WAI-6=5
Fee rarn-inil"2jurissicuorts
I
Poltrulado, Rwf Undedayneents, (HVKZ'p P*alasrs Foof inderivirmarall, for use in FOC IMN=
Yes
No
WA
WA
HVHZ wadmilows,
2
Piodyglass Roxiftinsperlaymerft (rw-HVH25 Polistrass rogfund~eni for use in JM3i
No
yes
WA
+NlArt-Wil
FBGmm4�VHZIuHsdcbnm
I
Pohislass Roof Ur4euyro&)% (HVHZP Pollyglass roof` anderiatadents; lot tra-e in rGc t2f2Y=
yell
No
WA
WA
HVHZYjrnx1idboM
2
Poi Roof Undirilayments (rlign-FIVI-Z Polipplass, Tariff Cmd~eni far use in im3=
No
yes
WA
WK-em's
F8C mm-HVH7 jurisdaithans.
Flonde Depsiftent of Business $, Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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Building Codes ard Standards
Product Approval Application Detail
Hoods of Husiriess & Riagulaten Pas , of,
Building Codes and Standards I FIX., 1
Product Approval Application Detail
Florida Dope irtment of Business & Professional Regulation
Building Codes And! 6handarch;
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Virtual Review Assist, Inc.
plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
0
Lij
:�
<
SHEET NO.
I
August 10, 2022
PA 1,2
HH-i
Q)
(1)
17-
w
> C-
0 W =3
Simpson Strong -Tie 2020 FBC Approved Products
Updated I ZrJ0r202Q
Simpson Strong -Tie 2020 FBC Approved Products
Updalorl 12F0-_V20
P", =TMI
Simpson Strong -Tie 2020 FBC Approved Products
uposte cl 1 zr"Mo
Simpson Strong -Tie 2020 FBC Approved Products
upasted '2_r_W20zFR
73
(3) 0- 0 0
CL
Ford" Inks t all SST approvalSilsilled beiviii, C
0 ,-L]-CI( JHJA
For are -_-T ortis to all SS7 approvals sited below L1,
-1
For cee�'t "s to an &ST apl Isled "low 11�"" JkLu z.
For (*ect III to all 88T WoYals listed below v
(1)
M -0 CL
For additional inliormation tegardfig Floorl &dewidle Product Approval &plern and Mfiuh4)ade rounty
Norsain of Accepted" �NOA) MOM
For additional irribmahm 1"arnhho Flairk's slattrwide Product Appro.&I System and finuh-Dacie '�ounty
Nofli,.tr or Anatpmrt",
For Ridatiorail infolinnotlorr legardirtV FlOnclst'3 Selewide Prorkiol AppiroillSystem al r4iiiih-Darie County
honxi d Ar,%Rsprance U,400,ll LLJ'r,�, H",
For addirtonst Information r%whing Flondla�s Sallevilde Product AW&M Systern al N##mr4)sd*
County Notice of Aompolvice (140A)_ �qLj
=
(35
FL#2356-R?
1`1111110446-R6
FL#104WR5
11
HUS HUSG series hangers
Faciermount hangers available In wWft ranging from 1-518" to 3-
"
= =3
ch
W116" and heights ranging from 4-511 V'to 11 Concealed flange
(3) 70 C)
IMI
Product Model. Number or Name
Product Descrig3lon
Sea 0
Product Model, Number or Name
Prgdlilo Description
Product Model, Number or Name
ftodurl Dogicription
version JHUSC) available for models having wildth equallo or
C)
-0
I
Triton Statinles5 Steel Concrete & Masonry Screw (TTN-SS)
114" diameter Tdon stairietis slool masonry screw
I
A21 r A23, A33 A34 A35, A"
Angles
I
UT. 5T5 871-1
Brick I les
greater than 3- 9116"
= 2
0
(3)
2
APA21 � APA4; APAI"i APVA21, A FIVA4 AP`v'A6
Ourtnoor Ac� ents ArIgles
'2
CNAST12 CMST14, 0MSTC18
C cited lbaos
1,2
IU S series hangers
Face -mount integers, available in w4ths ranging from 11-7/8" to 3.
0- 0
3
APS44, APSo"R, APVM, APEWR APM. APBWR, APS1010, APL-,010R, APVBL",
Outdoor Accents POWL Buses
3
CS1 4, CS16, CS18. CS20, CS22
Cowl Suaps
5ff' add heights ranging from 9-1/4"to 16'
=
APVE344R. APV65-9 APNIU66R, APV`8a8, APVB88R, APV0110110, APVBIDI OR
4
CSHP13, CSHP20
Cobred%aps
13
LGU3_25-SDS, LGU3 S&SOS. LGU5 25-SDS
Face -mount hangers
L1_
0 -
4
APOJT2 4 APDJTZR-4R APOJr1 2-6, APDJT2R-6, APVDJT2-4, APVDJT2P-4, APAID.IT2-6
Outdoor Accents Deck Jo,st Ties
1,
CTS218
Comp,eswrldTilinsior Strap
14
LU24, LU26, Lu28, LU210
Face -mount fraingents
CZ 0
>
Product Dosicrindart,
APVDJT2R-8
6
r)SP,.SSP, TSP
Slud to plate, tie
15
LUC26Z LUC21 OZ
Face -mount hangers
C/) _0
C)
A
SDIOMIZDBB
Outdoor Appends Connector Sonew,
5
APHH46, APHH45R APHII,510 APHH61OR
Outdoor Accents Heavy Hanger
I
Hil, HIUA H2.5A. H�, HS, HTZ, H16. H16S. HIG-2, Hl,-25
Hue rearie Ties
16
LUS saiies hangers
Face -mount hangers sivilidable, in widthis ranging from 1-W16i, to 4-
(3)
U)
2
SON 12, S1392112, SOII0112, SD10212
Sbong-Drive SO Connector Screw
43
AP1_4 - API-6, ARTA APTS, APVL 4, 4PIVRL6� APV,4, APVTS
Outdoor Accents L arid T gearn�to,,C�olrirnr 7rsI
a
HG T-2, HGT-'1, HGT-4
Heavy Girder rpkc*n
Se'and heights ranging from 3'* to I 0-15dle'
3
SD9112SS, $0921 2SS;
Sitiong-Dirinis SD Connector SS Screw
7
APLH24, APLH2AR. APLH26, ARPL112tiR, APLH210, APLH210R
Outdoor Accents Light Hangers
tI,
HS24
Hurricane, 7 Re
AT
MGL13.63 SDS, MGL1615-SOS. MGAA.50-SCS, MGlJ5.e2-SDS. M(.;J7.OU=SDS
Face -mount hangers
4
SDC'1`22434, SDCF22512 SDCF22614, SDCV-22700, SDCF22", SDCF221014
Strong-DriveSDIC:PTimber-Cin Srrew
a
EIVILZ
Brick Veneer L odger Coonwor
10
HSS2-SDS1 5, HSS2-_2-S1)S3 HSS2-3-SDS3 HS84-SCIS3
Heavy Stud Shoe
18
MIU series harigers
Face-nrourdf hisingers suarblible in waft hinigingfrorm 11-9116"Alto 5.
U)
SDCF221134, SDCF221334, SDCF2719M, SICCF2723-58
9
CBT2Z CST4Z
Corceasl Sea rr, T es
I I
HST2 HSr3 HST5 HST5
Sitangint Straps
1�8` and heights ranging from 6-15110"bit 1 O-IrZ
5 SDGP22434� SDCP22512 SMP22614� SDCR22700, 6X-P22&58 SDCP22912, Slorg-DirvieSDICP TVber-CP Screw
10 CFF3Z, CJT4Z CJT5Z, CJ 167 Corcealied joist Ties
1 �' HTS11CA, HTS20. HTS214, HTS2& HT13330. HTS30C, Heavy TwiliTStrac,
119 MIJIS26r MUS28 Face-irrount hangers
SDCP221100, SDCP221134, SDCP2714OO
11
DJT14
DucK,lewTici
13
HTS01 6KTZ HTSO20KTZ
Heavy Twist Strap
20
SUR SUL SURC.SUI-Csentshangen
Skewed face-nnourt hangers arva4arbe nwidths ran" from 1 -
6
SDHR27400 SDHR27614, SOHR31400, SUHR31614
Strong-DrRvia SDH R Combo -Head Screw
12
DS
Dry A'All Slop
14
IFTA
1. qht Floor TO, Anchor
9018" to 3.9i'16'arld heights,senging from 3-Itl 6'lin 13-TC'
7
SDS26112, SDS2513ok SDS25200, SOS25212, SOS25309� SDS25312, SOS-25til 2
Strong-Durve SCIS Heavy -Duty Connector Screw
13
FC4 FC6
RrawlV9 O'llis
15
LSTAD STA,2 LSTA16, LSTA18, I-STA211 LSTA,14, I-S'TA?C, LSTA36
straliclint Straps
Carcealidl flange version (SURC, Sul-C) aveilable for at double
SDS255CC. SDS2500D, SDS-258M
14
FWAW,
Fittindartior. WarlAngles
l6
LST149, LST173
Siragtit Straps
2.X and 4X models; am ry -acute foripse is concealed,
8
SDS25112SE, SDS25-20MS, SE)S25212SS, SDS25300SS SDS25312SS
Strorilg-Orrve 808 Heavy -Duty, Connector SS Screw
16
GA, GN2
Gu�t Angles
17
LT1320 LTBX
Blidging
21
U series hangers
Farceanourns hangers availablee in vvidths; ranging from 11-9116"to
9
SW2"'r SDRail 14DWF-2724, SDWF2726, SDWF2730
Strong-DriveSDAMF Floor-to-Ploor Screw
16
H2A, H2_5T He, HlGA-2, H10S, H14 HGAII)
Hurr.carreT,as
is
LTS12 LTS16 LTS1H. L-rs2o
1, ight Tviisrt Strap
Wand hallattisrstrigingfrom2-5Wto 11-111,1"
17
16
HCJTZ
HH4 " HH6
Heavv Concealed Joist Tw-
Header Harl
19
IvICl'Y
1AST27 MST,8.7, MST48: MST60 MST72
Tedoviri
'StraigM Straps
FLXI 0007-RO
19
KBSIZ
Knee-Riac. Stabiliz.el
21
MSTA9, NISTA12 MSTA15 MSTA18, NIS'A21, IASTA24, MSTA30, IRASTA36 MSTA4R
Straight Straps
FLSION7-R$
20
L30, U50, 1-70, L90
Angles
22
POSTru-28,161STLAC). MSTC-2r MS'056, fill
Stralligm Straps
Sal
Product Model, Number or Name
Product Description
21
LCE4
Post Cap
2�
MSTCABB3, MSTC66B3
Pre�serl's#aps
JW
Product Model, Number or Name
Mlon
A
ATR318, ATRIa ATR,148. ATRV4
Threatied Rods
22
LSW, LS50, LS70, LSOC,
S iievia b it- An i; les
24
PASTIN' fAS7136, M6T146 %1;T16ij. MSTj72
Strasgbt Straps
I
BA series hangers
Top flange hangers available in wall ningintig from A -WI(r to 7-
2
ATUDS, ATUD6.2, ATUD9, ATUD9.2. ATUOM, ATUDI 4, ATUD1412
Aluminum Take -Up Devine
25
LS;C7
AdjastarblL Stair Strrngef CODIECtO,
25
ly171S12r MTS'8' MTS.3 MTS20 MTS24C, MTS30C
MridiurriTwistsimp
1/8"andheights ranging from 7-116'to 30'�
a
EPUS-Z Elf"112, BPI/-,-3 EIP516-2, BP5!&-3. BPX4, WAR-3, BPRTU03-4
Bearing Plates,
24
LS_&J25LZ' LSSJZRZ, LS`S`J2OLZr LSSJ2l LSSJ21OLZ, LSW21 ORZ
Field Adiustable Jack Hanger
25
NCA,200.12, if4CA2x12 12, NCA;_i6-16. NCAaIC-1115, NCA2x1Z 16
Bridgling
2
IX-ZF sores hassigers
Top flange hangers available in widths ranging front 3-U6'to 7.
4
CNW3,18 Cf%fW1,f2 C1irW518 CNW34, CWAA� 112, CNW34-SM
CouplerNuts
25
LSSRI .01, LSSR2 1, LSSR2,37, LSSR2 56. LSSR210-2, LSSR41 0
Fink! AdJuslablee Slopeo-ole"Skeyvable Harger
27
RCWB12 RCWB',4
V,"i Macing
IR'snd heights ranging from 9-114'to 24'�
5
CTUD55, CTUDO5, CTUD6$, CTUD75, CTUD76, CTUD77, CTUD57, CTUD88. c�71LIE)97
Coupling TaKe-Up Devioe
25
LTP4, LTP5
Tie 1"fales
213
RP1518, RPS22 RPS2?
Raper Plate Stap
3
CxGRF series hangers
Top flange hangers available inevidths ranging from 1 -ItZ'to 3-
z
CTUD96, CTUDOO
27
ML237, &&24-7, lill fAL2&Z. '41,210Z
Angies
2D
RSP4
Said to Plate Connector
5ff'and height ranging from 7-IM'to 24",
6
H3, N4, N5, W
Heavy Hex Nurs
25
N%IHP
Rooflhe-Down
30
SPA SP2, SP4, SPO, SPU
SW d P'llatis T Re
4
DSHF series hangers
Top flange hangers available in Wdths ranging from 1-314i'to 3-
7
RTUD3, RTUO35, RTUU4, RTUO46 RTUU5 RTUD6, RTUIJ7, RTUD6
Rallicheting Take -Up Device
29
Mail
Horned Rout Connector
31
SPH 4, SPH6, SPH8
Heavy Stud Plate Tie
&S'and heights ranging from 9-114!* to 2,11"
8
TUDg. TUD10
Take -Up Device
30
NWLl 111,111MLUX-2, MMLU26, M1MLU2a-Z NMU210. MML.Ci NlM6LQ11_
Face -Mount Hangers
32
SSI 5, SS2.5- SS�, SS4.5
Sood Shoe
5
Vol ER57, EGO sores haWls
Top fonge hangers available in vAdths, rarriginig from 5-1/47to 6-
9
TUW38
Take-UpWasher
31
RBCRSCP
Root Goundary 041PS
33
ST9, ST12, ST18 ST2-Z ST292, S72122, ST2115 ST2215. ST67.15, ST6224 ST8236
Straight Straps
718" and heigIrrits ranging from 11 " to 32-1t2r'
10,
til RS3
3M" Uplift Rod Run Trodown System
32
RST-3
Roof I wi-Dowir
34
T820, 7827, T 830 T636, TF342. TBA8 TB54, 'rS% TBOD
Tonsion Budging
6
EGQ fierhas hangers
Top fie rige hangers a variable rn wdths ranging from "I&'to 7-
11
URS4
112" UpIllit R-A Run Tiedowilt Sysitem;
33
RTCM, RTC42, RT022, RTC44
Ril Tin 1-minectois
26
TWBI 0, TVV61 2, TAS 14
Viom Braiding
114"and heights ranging from 11-114" Do 32"
z
12
URS5
5J8" Uplift Rod Run Tedown System
34
STC STCT, OTC HICA
Tru�NChps
-%
v(-, IT, VGTR, VG TIL
Variable Pitch Girder Tiedoviri
7
GLS series hangers
Saddle hangers available in Wiltits, ranging from 3-1/4'to 8-718"
Is
URSO
304" U�plift Rod Ran Tedown System
35
TJC37 TJCU
Tft�5 Jack Clip,
37
W61106 ASE-1120C.
V" Bracing
and heights ranging ham. 8-1/2" to 2V�
36
Z2, Z4, Z44
pare, Stifester Orin
8
GLTV saw hangers
Top flange hangers annitiful in thidths ranging from 3-1JW'lo 7-
118" and heights ranging trarn A I" to 37'
FL#12HI-RG
FL#10031-RS
9
HB serves bringers
Top flange hangers available in YAdths ranging from 1 V16"to 7-
FL#l2HL,R6
117'and heights ranging from 8" to 30"
Product Desciliptlorl
-d"
Product Model. Number or Name
Product Descript on
10
HGLS series hangers
Saddle hathgers available in widths ranging frorn 5-114"to 5-7W
W
I
DTT2
Hold-down
Sag
Product Model, Humber of, Marne
Product Description
I
C9H2 �7x!i 5, CSH2 37x7 63, CDP 2.37xS75
Concealed hangers
and heights ranging from 10-1f7'to 29'�
2
HOC1014. HDC1O=
Hold-dvort
1
AHEP
Adustable Hrp-End Cowiector
2
C-U DHIJ,L)HUTIFserieshorgers
Face -mount (OU. OHU) and topi-flarge (DHUTF) hangers
11
HGLT set" hangers
Top flange hangers available in vAdths ranging from 3-114i'to
3
HM8, HHOQ1 I, HHl
Hold-down
2
DSC2R-_cnSn OSC2L-SDSS, OS(_'R-SOS:3, DSC54_-SDA-1
Drag Strut Con hectors
available in vvidths ranging from! -W1 IT'lo 3-9118" and heights
74'and heights ranging from 7-1/2i'lto 32'
4
HOU2, HDU4 HDL115 HIDUs. HOU 11 HOW 4
Hold-dovirn
3
GBO
Gable Brace Connector
re rN!rg from 9.1)8" to 23-1511611,
12
HGLTV series hangers
Top flange hangers mailable in vAdtfirts ranging firom 3,11471c 7.
5
HPA28, HPA35
SUWstyle purfin anchor
4
HCP1,51, HCR2, HCP4
Hip Corner Plaw
HGU3 ��SCS HGU5,2'_-S1)S HGU� 50-SDS, HQU5.62-SDS, H(�Lil`7,MSOS. HGL17 25.
Fact-mourit hangers
14'andheigIrris ranging from 14" to 33"
8
LSrTHD8, LSTHDBRJ
straps" hold dawn
5
HHRC2-2, HHRC47 HHRC42-2 HPRCAVI 81 HHRC", HHRQ5.25Q�25 HHRU5, 37ir3 12.
Heavy Hip to Ridge Connectors
SOS, 1-iGU9,00-SUS
13
HIT series hangers
Top flange hangers atradarbler in widths ranging from 2.5110'kc 3-
7
MASA,MASAP
Foundarlion arichc- strap
HHRCM
4
1IGUS $one,; hangers
Face -mount Itargers available in ividths ranging from 11-5(�Fto 7.
9116'ard heights ranging from IT'dor 2T'
8
MPA132, MPAI"
Stapstyke purlin anchor
6
HRCI 81, HRG22
Hip Rdge Connector
31tf" and heights largirig from r-5116'Ato 12-718"
14
HUSTF series hangers
Top flange joist hangers available in wdft ranging from 3-1/8" to
9
PAI 8, PA23, P4", PA35 PA51, PA643
Str2io-tyle purtin anchor
7
Ll LRU.78 Lill LR0212
Rafter Hanger
l 1-15 25-SI)S, HHGU15 50-SDS HH-305 h2-SDS, HHGIJ7 03-SES HH&j' 25-SDIS'
Pere-mownt harpers
3-9i'ler"and heights rainging from 5.3jill 13-IM'
10
Pili PX23 F`At28 PA136
Sirap-shrie purlin anchor
8
LSJ26. LSSU28 LSSJ210
LVht Slopeable/SkewoUle'a Haigtu
HHGL9 Xi-��DS
15
HUTF HUOTF series hangers
Top flange hangers available in widths ranging from 1-9/16"to 5-
11
ST1,4010 STHDIORJ
Strap -style hold-dawri
9
TBF4,TBF6
'rituss Searing Enhancer
6
HHUS26-2 HHJS2�-2, H HUS219.2, HHLIS46 HHUSAd, HHUS41 0, HHUS15,501 0
Face-rrourit riangers
1/2" and heights ranging from 3JI16"bor 16' Concealed flange
12
STHO14, ETH014RJ
Strap -style hold -dawn
10
TC2A TC26 IC28
Trt�,&Clip
HHUS7 25)IC)
version HLICTF) avagalble for all models having wift equal to or
11
THA2-q,7HA2lZi,THA�,18,THA�lE�2,,rt�A222-2,'THA413, 1`HA418JHAC418,7HA4222
Adjustable Truss Ha-aer
HSUR HSLA HSLIRC;. HSTI.L� series hangers
in witiths ranging from 3-
greater than 2-9(16"1
THAC47Q THA426 THA422-2 TAA42r>-2
5
. Itst" and heights ranging from 4-VVio 15-3t4"-
18
HWP series hangers
Top flange hangers available in widths ranging from I -W16'to 7-
12
THAE-� rliQ'2� THAQ %W, T4AI2, V��, THA(222, THA13212 THA,13�122, THAJC�'
Adjwirltable Truss Hanger Sv*eo irr -,�rr�vts
Corceat-d flange version (HSUR0. HSULC) avra,'�ble for all
IfEr'and heights ranging from 5-31Wito 2fr'
13
THAL422, THARRlr2
SkpAved Truss Hart�er
double 2X and 4X rrodels, only aculle, fange * concealed
17
HWPH series hangers
Top flange hangers available in widths ranging from A �SIW Ist 7-
14
THJA28, LTVIJA26, LTHIsil
lsolulup:e Truss Hangers
6
HTU.16 HTU28, H-11-1210 HTL126-2, HTU28-2r HIIJ2110 2
Face-rin"ri rRanger.
1/7'and heights ranging from 5-33'1c; 37'
15
THJfA2-4-SDS?, TWIVI2,5�S06r3i TAJR_,M� THJRJ24-W
Multiple Truss Hangers
(51
HU;, HLIC series hangers
Face-m��Lditt hangers avaiiable in widtirs ranging from 1-Wi5i'lic 7-
18
FrS series hangers
Top flarge han gets available in Writhe ranging from 1 -9/1 6"to S-
18
TSBRZ24
Tru�s Spacer -Resti aint
I Q" and heig hits, ran 9 ing from 2-71&'to 1.4-114'. Concealed flange
SM" and heights ranging from 9-116'to 16"
17
VPA2 VPA25 VPAR13. VPA35 VPA4
Variable Pitch
version JHUC) availi;i for all models ha� ing "th equal to or
19
JB set tras hangers
Top flange hangers available;n woth of II9110'2nd heights
1$
VTCR
Valley Truss Clip
greater than 2-;IA 6''
ranging from 5,V8" to 7.14'
10
HUC31 filig-SOS. HUGOI 81!11 SDS HUCO21(�22-SOS. HUC0,13-1-SOS HUCOalO,
Face -mount hangLrs
20
JBA series hangers
Top nanger hangers available inuidth of 11-9i'16"and heights
SOS, I-11=410-SOS, HUC04112-SDS� HLIC'C5 HJC'061()_
tarightig from 94" 11r, to 13- 10,
Simpson Strong -Tie 2020 F13C Approved Products
updattra 12400=0
Simpson Strong -Tie 2020 FBC Approved Products
Updattict 1.1ak'2D20
Simpson Strong -Tie 2020 FEC Approved Products
4dated 12r&2=
Mr-Me,7111
Simpson Strong -Tie 202D FBC Approved Products
upftw 11 2r3W2021)
For droot Inks to all 88T approvals Issild below, CLICK Alf.13
For dil Inks to all SST approvils Ned belas
For diroot Inim to at SST approvals listed bolovt
Fordireol Inks; to al SW approvals field below, !;LjQ_h=
For additional inforriation regarding Flaida's Statewide Product Approval System and Mons-Oada County
Notice of Acceptance (NON, UL-C&d".
For additional regarding Fliondlas Statewitle Product Appr
For additional information toliarding; Flotida's katewidis Product Approval System and Mom Lade County Nottive of Acceptance �fl �iI
For additional inforration regarding Florda's Stalowide Product Approval Syslarit and Mem-Cede Counillylsfoul cfArctividinct All gu".= -I.
21
L13 series hangers
Top flange harrigers available in wdth of A -W16' " heights
FLVI 14WR5
15
SIZV1,56, SILBVI.81, &LBVZIJC, SrL8V2rZ7F SILB"f" 50, SA_3Y2_", afLBV3,12,
Top Flarligel Harnpers
5
SLT-XP
Adfliesive Anchor for toonpoile
ranging from 6-3/8"to 15-1,'V'
'v-LBV3 56r SL BV2 62 SILBV4 06 Sr_8V4n 2, Y(hICV4 28, SIL SV4 76 SA. BVS 50
6
Strotol 2 (STW� STS24SS, -,TB2-6SS)
Fliong,13ch 2 Weoge Anchor for concrete aw silable, in carbon
22
LBAZ series Nngos
Top flange hangers available in wclth of 1 .9116" and heig his
gdgl
Froolhiscit filigidol. Nu m ber or Nam*
Product DeSorlption
19
S17-IT20, SQTT2Z SVFT14, HTT4, HTT5
Holdows
sisiel and Types 304 and 316 stainless steel
farging from 9-VIO, to 13-1/8"
1
HHUS210-3, HHUS210-4
'bist Hanger
'-N)
S-UST60, S#VsT-"�
Sslarps 118 rnif (I (i ga�
7
Troll HID (THUH, THD-HMG, 7H[)-H4SS, THD446W, THD-CS, THD-CS5SSl
Then HD Heavy Duty ScrawAricuor for concrete and masonry
23
LEW LEOS, LEG7 sores hangers
Top flange hargers available in wicithis tangling from 3-114�'to 6-
HRSO HRS-S, HPS12
SAr ap Tie*
21
$P4 SPAO
$to d plate T ism
oviallabievifth hex head Iricarpon steel and Typets 304 add 310
718"and heightstainging from Q'Ic 3-1-117'
ni
HLJ,'_"W1C-2-SDS, HUCQ210-3-SDS, RUCQ'310-SDS
icis: Hingerr
22
SSP, DSP, 7SP
Stu d plate T Res.
slautlesis si", or vAh countersunk head in carbon stset and
24
MEG 5, MEG7 sores hangers
Top flange hargers available in titidths ranging from 5-114�'Itci
4
T HGE-12, THGE3. THGBH2, THGBH3 THOLW14
Hanger
2$
ZTC� OTC
-riusscip,
Type 316 stainless steel
7,18" and heights ranging from 9'to
5
THG02-SDM, TH5 S. THg0rIr_Aa53 THOOH&SDS4 5, THGQH4-SnS6
Joiw Hanger
24
T�072.
Tuiss Brace L)lagorial
8
Trion HO Rod Couplair (THD37634RC, T40iiM411RC)
There HO Thireaded Rod Coupler for concrete
25
Nil series hangers
Topflargiss hangers available in widths ranging from 1. 01IO"to 5-
6
11n-,�W-2, Tr HQYQ-4, T4OW4-3, TFIGVV4-4
Joist Hanger
25
TC 37
"T mss Jack Coneewl
V
Tsar, HO Threaded Rod Hanger (TH03415;!iRH, THM7158RH, TH03?212RH
Tirstris HO Threaded Rod Hanger fpF car=#*
118" and heights ranging 1from 9-114�'tci '24'
THD50234RH, THO A 0212PH)
26
PF, ll PFOB, PFClS5 sores hangers
Top flange hangers available in widith of 1-9l and heights
10
Wedge -All WA)
Altiledge-All Anchor for masonry
ranging from3-318"tD7.116"
FL#l14?3-R5
F6#1R9A-R
27
28
RR
VYP ter" hangers
Ridge Fatter connector
Top flange hangers available in wdths ranging from 1 -WIV'OD
A&MA
&dV2=1WR Ngmhgr or NaM
Frugal DesiongURU
aSSIA
Prod= QWUPtion,
118" and heights ranging 0, 114"to 32".
1
CETAL20
Dotble Emeeci�_Ied Truss Archer
1
Masonry loct Caps,
2
Fl FGTRHL FGTRHR
r1rce r Rez,offit Anchor
C_r'TO0,4452-SDSG C0CQlRA62-SDSG
3
HId, H15S. H-ii!1-2. H16-2S
CCCQN15 50-SDSC
I
AT-XP
AT-XP High -Strength Arryfic Adhesive for concrete or masonry
jEL912MM
4
HETA12, HETA16. HFTA20, HETA.24 HIFETA41),
Ernhadded Truss An rhor
2
F-CLOM3.62243-Kil, Er-CLON4 r52G-KT, FC.C1. ol,45 50C �KT, FOCA LOME2 62G.K1,
Mit-scrity Pet Caps
2
ET -HP
E7-HP Epoxy Adhesive for masonry
5
FIETAL12, HETAL16, HETAL20
ErnsieddetfTrustai Ancricr
LC(;LLi�4NRUu5QQ- KT, Ei;CLRQMV3,C2CKT, ECC-LRQML)4Z2-
3
SET4F
SET-XP High -Strength Epoxy Adhesive for masonry
JW
Product Model, Number or Nano
ProdmI Dissiahation
6
-11
HGAlvM HM9
Masonry retrofit corrm.,etcr;
TrLS%AIChOr
5LOG-K 1
4
Stroirg-Sittit 2 (STS21
Strong -Soft 2 Wedge Anchor for masonry
C)
I
2
ABA44. ABA"R, ABARIS, ABA48R ABA66 ABA65R
ASU44. ABIJ44R. ASU46 A"15R, ABLI5.5 ABU&13 ABU65. ASW ABUO6R, ASU88,
Adjustable Post Base
Adjustable Poilt Bil
8
HHFFA16 HHETA20 HHLTA24 HHUA40
L�,�T2, LGT_!R-SDS2 5. LGT4.SDS3
He�y Emeedded
Girder 7 000rror
4
14GUM6 25 HGJ%&, 50, HGUM7 CC, IdGLJM4; 25 HGJ1A9 IX
LGUM215-2, LGOM26.3 LGUN12". 1-GUN128-2, LGUN1f2l LGUll LGLUM211.)2
"eavy Masonry Viargels
Mascray Seem Hangers
5
6
Trien 2 (TTN2)
Trition HD (THOil-14ES, THO.H6SS, THD.�_�SOSS)
Titen 2 Screw Anchor for Concrete
Teen, HD HearvitivDuny Screw Anchor for concrete sovalliatite in 3C4
ABLISSR, ABU1010 ABUICIOR ABLIA1212, ABU1212R
9
LTA2
Litetai Tiuss oklinnnot
LGIUM2110-3 LGUN,210-4, LGUIR," SAIM48 LGLItM10
or 316 stainless steellytifth hex head, and 3116dinniess steetifivitirt
3
ABW44Z ARW44RZ, ABW46Z, ASVii ABYMZ, A&AIII A&W7.7
Adjustable Post Base
10
NETA12 META16, META13, MEIA20.1META24 MEIA40
NSTAIR MSTANMO, V_1!lTCM40, WIrrCsitil
Erribodd ed T it, ks An efiri r
3"t, TIP for Mai;orvy
1,
&bHA3.12;9 25, MEHA3 12011 25, NlBHA_1.W7 25, AA8HA3,%fP.25, MSHA3 5ai'l 1-2t,
1,RBHA3,5&I A 88 KISHA3 W 4 MWA3 5&16, Mill 56M 8 MSHA5 600 M,
Masonry Top Flange Beam H argon
Trillion Tuft
countersunk head-
Tillord
4
6
A,4, AO4R, ACE4, ACO AC,3P, ACF0
BC4, BC46. 8C4R. BOO SC6R. BC8 BC,52-214. SC52-3ffl
Pool Cup
Poet Cap
11
12
N-175MI16, WFSM20, HTSWOO, HTSM20
Twst Stsp toi rAltionry
TV3HA55Cr14,MBHA55G,15
7
(T40
Turbo Screw Anchor for concrete or masonry
6
CB44, CW, OW, CM6, CM
Enribedded Colurrin asse
&REHA5,5008
7
CBS044-SDS2. CBSQ46-SDS2. CBS006-5052. CUS086-SDS2, C85088-SID52
Embedded Collunin Base
t!,
5&111,25, MBHU3 6&11 25, MS�":5 56il 1 88 IRRABHU3�W-,4
Mal Be-Arn Hangers
FLI1116937-110
8
CC, ECC. EOCIJ Series
Doted couir-in, caps with W ranging from 34141' to 94112' and
FL#114WR5
L13"U? 56118, MBHJ5 150,19215 rASHL15 5011 Xr, MBHU5�511`1 1 88 IVIIIHIJ5 50114,
>
M ranging frour. 3-W`o 7-112"
litEll 50il 6, NISH015 50,118
§2"
Product Model. Number or Name
loiladuct Dersiorlistion
0
9
CCQ-SOS2 5� GCCX)-SDS-2 5 Sarrias
Scirwived column caps wth W1 ranging from 3-1147'to 9-IlZanrl
Product Model. Number gr UM
Emult2lllalli=
A
Y34SIC1 eL5K, XIS11016. X1 61 0164K, X01 SJOJO� XQJ BI Ole-4K
#10-16 Stro-41-Drive X Meal Soliff-Drilling, Topping Screws with #3
W21 ranging firm 3-5A" to i f2"
I
LTT1z
0eckTefstion fie
Ddi Point
>
CL
10
CPT44Z, CPTM, CFTW
Concealed Post Tie Base
2
HD12 H019
Softeo Hoklow'19
EMUZILM
2
XL01 1 4TM4,XLQ1 1491224-2K
#12-24 Strong -Drive XL Large- Head Molial Soff-Drillin g, To aping
11
12
ERB44A, EPBUt EP846, EPBW
EPS4Z
Embedded Post Base
Embedded Post Base
3
4
HL)3e HU-18, HD76. HDRE
HTT4, HTT5, HTTI 5-&4
Boked Holinowni,
Tom; or -:c,-
jU 9
Product Model, Num bar or Name
Product 2_mriplion
-1
XMQ1 114S1224, XMQ1 1481224-2K
Screws wigh 06 Driff Point and Large Dratmeter Hex Washer Head
#12-24 Strong-Onve XM Mildlium-Head Metal Sielf-Drilfing,
0
13
L�'Bio`jr LCBOO
Embedded Column Base
6
1-7119, LTT2OS, L7W1
L.V [it Tension Tv5
SDIA22300, SDVM3W, S00=4313, SDIA=468, SDW225100. SC1Vr226LXj. S01i'll
Stiong-Orme SEW EWD-PLY and TRUSS -PLY Screlive
Tapping Sciettlits, with #5 Urill Poilm and Vochum Darnoter Hex
14
LPC4Z, LPC8Z
LV ht Post Cap
^1
Sniv.12^10404
SDVWCIS450 SD"Ilsmo
4
XQ114S1 224, =1481224-151K. X114SIZ24,)(0112SI224. XQ1 1281.-24-.-K
#12-24 Strong-Orrvis XMilitall Self -Drilling, Tapping Screws with #6
DWI Point
is
IVPB"Z, MPWZ, MPMZZ
Wment Post Base
Strong -Dime SDWIC, TRUSS Sciew
10
PB44. P844R, PM, PE66, P806R
Embedded Poet Base
a0=40
3
S:)AHIMDD&� SDVVH104000B, S4)VfH195WDG, SDWH10000B, SOWHIORIOWDE,
Strong-Drsio SEWN TIMBER-HEXScrew
5
XU34SIC16, XUU810116-511(
010-10 Stiong-Drive XU Marts I Saff-Doilitig T Tapping Scraws Yoft
17
PSS"A, PBS46 P69515
Embedineo Post Base
4
S:)VVH27AOC)G SID0,11-127150IDG. SOVVI-1278DOG, SC)VW27100aG, SOINH7.71200,G
SVorr@-CRnveSDWH TIMeER-HEX HOG Screw
#1 Drill Point
is
19
PBVO� PBV10
FC44-16 FiCAe-1101 PC48-15, PC64I18, PC8&16 EPC44,46 EPC46-15, EPC48-18,
Rowd Post Base
Post cap
JW
I
Product WSW- Num
SW8.24� SB718x2* SB1 x30
Produti3Descrussition
SB litrichor Bolts
5
15
SDWS16212, SChA616300, SDWS1l SOWS164D)
SDINS119610C, SDWS119711Z SDAS22400,SDWM5C0.SDWS225I2, SDVil
Slinbing-Drrve SOWS FRAMIN 0 Screw
Strarg-Dirve SUAIS TIMBE R Screw flotenoil Grade)
0
EP004-16, FP`Cft`I6
2
S51`816� SSTB20. SSTB24r SSTB2S5 SSTB34, SSTS36, SSTE16L, SSTB220L, SS1 B24L,
SSTS Anchor Botts
sows-i2acc, SDVM2900, SOWS221". MOVS221*0. SnVJM120D' SDVV67Z-1500
21)
PC4Z. PC4RZ, PCSZ, PQ5RZ, PC8Z, PC43RZ EPC4Z, EPC4RZ, EPC6Z, EPCl EP08Z.
Post Cup
SSTB26L
7
SDW8�230013B SDWS2240DIDS, SOWS225COUB SCriVS226COUB, 8DWS22,500DE,
Strong,ChriL SOWS TIMBER Saew tExtenor Glade)
SOCARZ
SDWS221000DS
IMI
Product Model Hum bar or Name
21
PPB"-4Z. PPB"-dZ
Post Base
8
SDINS22312!Dee, SDVVS221512OBB
Outdoor Accents Structural Wood Screw
1
DSSCB43�SL OSSCB4B, DSSCW'DS"S
Bypass Framing Drift Strut Connector
22
RPBZ
Retail Past Still
FL*l 3872-R4
9
S:)W,1-,-2730CSS SDVVS727400SS� SDWS27!5"l�3, SDNS2760R)��S f3DWS2780OSS'
Sdrorta-Dirive, SFYWS T IMSER SS Screw
2
FCB4,3-5, FCB45 5� FC847,5, FCB49 5, F-CB41 1,5
Bypass Framing Fored-Cito Connector
U)
Product DestoriRlion
-3
S_1V%*,9,,?71CC3SSr S[)ViS27120CS.S
SDIAN13400
3
FPHSD34S1C1l6, FPHSC34BI018, FPHSD34111015-5K, FPHSD34S1214,
FPHSMABI214. FPHSD34B1214-5K
#10-18 and Al Strong -Drive FPHSD Frarrung4ri-CPS Sef-
Drilling, Tapping Screws
FL;1111101111%�R!l
Seq X
A
Froduat Model. Number or Name
CMS-112� CMS714. CMSTC16, CS114, C.S16, CS18r CS2O' CS�_'
cosed Straps
if
STl
Straing,Drive SUAN' SrXET10 �Rflvl Seriew
Ouldicuir ActrieRrs, Hex-Hean Weiner
4
LSFC2.25, LSFCA 25, LSFC6.25, SFC2 25, SFCA 25 SFC64 25
Steel Framing Con sector
00
2
2
HR56 HRS8 HRS12. FHAD, FHA9, FHAl2, FHA18 FHA24 FHAiC, NIST125. rAST130,
StratA Ri mil (12 ; 9)
5
LSSC4 25, LSSCB 25, SSC2 25, SSCA25 SSCO-25, fuSSC2r26' fill 25, MSSC6425,
Steel Ship Connectors
JW
Product Model. Nuratter or Name
Product Description
NST148 MSTISO, MST172 SIMST277. SIIMIST37� VMST48
MSSC4�25KVV, V&SCO 25KW
I
FJA, FSA
Foundation Anchor
3
HrS16, HTIS20, HTS24, H-TS28, HTS3Q HTS2;i0C
Henvy Tvoid Straps
FL#IM"3
6
RCKW3, RCKWS 5� RCKW7 S. RCKill RCKW6 6S
Rigid Knee Wall Connector
2
FRFP
Flat Rebriclik Foundation Plate
4
LSTA30, LS7A36, LST149, LST173, MSTA9, WTA12, MSTAI 5, Ill 6, Msl Ml
ft apis 4� mil (18 g a)
$0843 5, SCS45 5, SOB47 5, SCE49 6, SCS411 5, MSCS45 5, M$CB47 5
Bypass Frairring Slide -Clip Connector
CL
3
CH46-6 0.44". 01-14", GH48-6, GH41 GI-14i", GHWO, C HW5, C Hi OH,68-
Circler Hanger
r5
LSTA9, LSTA12- LSTA16, LSTA16, LSTA21, LSTA24, ST=- ST212Z 57!`2115� S%Zt
Straps ?.� mil (20 ga)
-daj
EMgUilat Modell. UQM Der or NaMg
Prod UCt Descirlotion
a
SCS31_6,97, WS62-5Q7, SCS62-60"I& SCS82-WI18
Gypiusis Framing Con rusclor
-0
a GH61 M, CH61"
6
L3USH3 2,9, "H3 25, MSUSH3 255
Bridging coninertur
1
AS 11, AS 18S,5� AS 18130
IS ga TruRus Plixtrtir
9
SaW3, 25, SC'All 5
Hesid-a-Viiiiill Slisle-Clis) Connector
4
GL66A, GLSl GL85C. GILS50, GL67A, GLE78, GLB7C, Gl
Gluilam Bearl Plate
7
LTP5
Label al -1 to Plate
AS 2)HS
20 il Ilgh Satil Truss Flialle
10
SJU25, SJCIC,25, M&C6.25I MSJ-.10.25
Steel Jossit Connootaits.
L-
5
CLST512; 0612 GLIRT51 O� G BL715`16, OLDT620: 0617820
Glugam gearing Plate
6
LTS12, LT$16 LTS16, LTS20
LqhtTnArtStrrl
3
AS-220
20 ga Trusis Plalrit
11
SS93518
Bypass Framing $1ide-Clip Strut Connector
0
M
6'
fi%eils, HOILSe, FGLBC, HGLSD
Heavy Glu ram Bearlill plate
9
N51 ASO MSTAX STO21t, ST6224. $TO, ST12, ST18 ST22, 1,05TC28, MSTC40, M$TCb2
Straps 54 mil (16 g a)
4
ASIP
Hinge Plate Go ri necloi
12
XLSH3481414, XLSH7881414
#14-14 Strortir-OnvatXLSH Shouldered Soff-Drilking, Tapping
7
HGT.2, HOT-3, HGT-4
Heavy Girder redowit
10
NSTC66, MSIR`078� STS236
Sitepi- 68 rnif (14 ga)
ScIews
LIJ
a
LFPIO-SM
Universal I Fou notation Plare
11
NTS12, MTS18 MTS"ar MTSX MTWO' NITS244C, MTS30C
lillediurn -vionotStraps
13
X01S1016, X01BI016-4K. XQ1S12114 X018ni XQ78S1224, X07881224-3K,
910-16 il and #1 2�24 Stiong-Otive X liletal Self -Drilling,
P
URFP
UniwersalRetroftFouridationPlate,
12
961.56, WBI 81, SM2.06, SIB2,37, SiFB2 56, SiB268, V63 12, S163 56, SIB3 62, VS4 06,
Top Flange JoRstlHargers
FL*15730-IH
XQ114S12!24,XQ1l4D1224-25K )Mll2S1224,XQ112131224-2K.X34B101&5K
X1 $1016; XIE101 6-4K, X11S1214, XIB1214.3 5K
Tapping Screws
<
13
SlIB41 , 2, Si`84.28, SSC16, SiW 50
SUA1412t, SRIBA2.12211C, SRUAQ i2f1Z SfBA21214, SifBA4.1W8 S'fBA4.1811C,
TopFlange joititHarg"
Product Model, Number or Name
Product Dew nation
MAR 0 4 2023
2!
SIBAT15A2, _SOBA4,18114
Er -Hp
Adhesive Anchor fortru.,eiete
__J
14
SIHIA
Hurricane Tie
2
GAC, GDP, GDPM_&), GE)PM-75, GDPM-100, GDPS, GVV-50 G*-75. GVJ-1100, GTH
Gat -actuated fasteners and assemblies
<
is
S4109S, SrHD8R, SA4D10S MD1106, ST-111D15S. &IAD15R
Htilri,-wris
1
Pr!iP& PDPA-X, PDPA-W-. POPAT POPRA7 1< PINNIV, PIWVP PINVP-W. PDPAVi.A_,
puiivderLaCri�ed Farifir'lleIS threaded studs, and asseemblies
16
SW Di SIH DUO. SWHDU 9, VHD U A 1
HoNottrns
F`7)PAkrVl 44G, PS)RIL3, PqVLS-K, FrLDPA, PF7CXPA, PTRIl PTRH#4
\/RA
_J
1T
Srri�;I, WHJCT
lorl!c "angers
4
S=-T-3G
Arthenive Anchor for ircricrete
a_
Virtual Review Assist. InC.
SHEET
NO.
Plans Review completed and approved
for compliance with the 2026 FBC 7th Edition August 10, 20221
ANAG WWRX7100
PA 1.3
by Behfa
C_
U)
C)
MIAM"a &nA=-DADEC0U%=
PGTIndustries.Inc.
PGTIndusuieslinc.
>
0
2 S_
=
mm, PRODUCTCONTROL SECTION
PGT Industries. Inc.
Q) 0- 0
0- 0 L_
1 IM SW 26 Sna Rom -102
-NOTICE Of ACCEPTANCIE- EVIDIENCE S-17B-NUTTED
NOTICE Of ACCEM010E: E17MENCE SUBMITTED
(D
= M -0 C-L
DEPARnIEV.17OF REGUIATORY AND ECONOXUC RESOURCES XM) Nla= Florob 33175--'474
BOA" AND C ODE AMMUSTRATION DMISION
NOTIC E Of AC C EPTANCE: EVIDENCE SUBN-M TED
.
cj) a) (D
NOTICE OF ACCEPT.kNCE (NNOA)
1. E%idence submitted under prei-ious NOA
D. QU.A.L IrY A S SUILAY C E
C) 4-, Cn
= = M - U)
A. DRA"7INGS
B. TESTS (,continued)
L Miami D2deDeparturnt of Regulatory and Economic Resmrm (RER)_
0
0
PGT Industries, Inc.
1010 TechuoloLy Dtive.
1. Nlanufacturef s. die drawings and sections.
Test report on 1) Air Infiltration Test. per FBC - TAS 202-94
_0
(3)
0 = 0 3�:
'North N'trike. FL 34275
(Submitted tmder_V0A.Vo. 11-0107. 04)
2) Uniform Static.Air Pressure Test. per FBC. TAS 202-94
E XL-kTERL-%L CERTIRCATIONS
=
SCOPE:
2- Drawtng'.N-,o,.%1D-5570.0. titled -'Vuivl Sliding Glass Dooi-NOA sheets 1
3) Water Resistmce Test. per FBC. TAS 202-94.
1. Notice of Acceptance No. 1."52&14 issued to Vision F-viusim Livinted for tbetr
.0
0 -+--
This NOA is being issued under the applicable rules and fegulationspoverma the use of constructionmaterials- The
through 21 of 2 1. prepared by manufacturer. dated 10 05:15. with mision A dated
4) Large %hssile Impact Test per FBC. TAS 201-94
1AILke RigW PVC Exterior Extrusions for N%Indows and Doors". dated M-134 5.
W 0 >
U) -0 F= 0
documentation submitted has beenre-.iewed and accepted bv.Miami-Dade CountVRER -Product Control Section to
0-4-05; 17. signed and se*d bv A. L,,,mn Miller. P.E.
i) Cy�hc Wind Pressure Loading per FBC. TAS 203-94
expiring on 0930F,19.
(D 0_
be med m.Nlianat Dade Cowryandctbef ueasftut allmedby the Avlority1im-inglurisdictim ('AIV),.
--Dade
6) Forced Entry Test, per FBC. TAS 20-1-94
-ad
2- Notice of Acceptance No. 16-0920.08 issued to Vision Eximsion Limited for thm "VE
U) M
M
er the expiration date stated be"r. The County Product Control Secwn
Th&sNOA shall not be valid aiL ami
B TESTS
along with marked -up drawings a installation diagram of,,invl sliding glass door. prepared
1000 Tan 202 and lighter Shades (Non-Altite) Rigid PVC Exterior Extimsions for
C/) <
(b.Nhatni Dade County) and or the AX (in areas other than.Nliami Dade County) re i e rve the rlgh I to ha ve thi 5
1 Test report on 1) Uniform Static.A.Lr Pressure Test. per FBC. TAS 202-94
by Fenestration Testing Lab. inc _ Test Report No. TTL 8549. 'dated 11064 57 signed and
Alludows and Doors**. dated 11,08,46. expiring on l2!29:21_
product or material tested for quality awmance puspom. Ifthisproductor material fails topedormin die accepted
Large Missile Impact Test per FBC. TAS 201-94
sealed by Idihnis Ovega. P. E_ (Test repoii revised on 12"04 '15 and 02A 116)
3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited forthetr
"Brown
manner. the manu&cturer will tacurthe expense of such te stiag and the AMmayiniinediatelyrevoke. modif� � or
Cyclic Wind Pres:Are Load ing per FBC- TAS 203-94
6. Test-Teport on I)Air Infiltration Test. per FBC. TAS '01-94
Coated (Painted or Landnated) Altite Rigid PVC Exterior Extrusions for
suspend the use of such product or material within their jurisdiction. RER reserves the fi&t to revoke this
along with maricced-up drawings and installation d iagram of -vinyl shdmg glass doot. prepared
')Unifcqm Static Air Pressure Test. pet FBC. TAS 202-94
Windows and Doors". dated 08,13,115. expiring on 09-30.19.
acceptance. if it is detestumed by Nhami-Dade County Product Control Section that this productor material falls to
by Fenestration Testing Lab. Inc.. Test Report No. fT'L, 8117. dated 12-OT 15. signed and
3) Water Resistance Test. per FBC. TAS 202-94.
4 Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA-
meer the requ - nanents of the applicable building code-
This product 15, approved as described herein andhas been desigaed to comply with the Florida Building Code.
sealed by Idalmis. Ortega- P.E, (Test report revtssed on 02-1-53:16 and 02'24:16)
-
4) Large Missile lnip2Ct Test per FBC. TAS 201-04,
Inc. for their -TAN, 3040 and Lighter Shades (Non-IVNte) Rigid PVC Exterior
including the HighVr elocityHurricane Zom
I Test report on I)Air Infiltration Test. per FBC� TAS 202-94
5) Cvclic Wind Pressure Loading per FBC. TAS 2103-94
Extrusions tot- Windows and Doors" dated 09,1 15,116. expiring on 01`04i2l.
DEsc Rimo,_x: Series -5510C 770- Unrl Sliding Gla. ss Door (Reinforcett) w!wo 909 & 1351 comers-L-M.I.
2) Uniform Static -Ar Pressure Test- per FBC. TAS 20-2-94
along with marked -up dfawings and installation diagram of vir�vl sliding Mass door. prepared
1; Notice of Acceptance No- 1"712.04 is�. to ENIERGIFenestration Solutions USA,
3) Water Resistance Test � peT FBC. TA S 20 2 -94
by Few5tration Testing Lab. Inc, Test Repon No. ITL 8.952. dated 1_�"C�4 15, signed and
Inc. for them -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
-T: us Door NOA(1_A_ sheet
.%,PPR0A'ALD0CL,%ZN. Drawing No. XM-51570.0 Rev B. uded Vin�4 Shdin g OL
4) Large Missile Impact Test per FBC. TAS '10 1 -94
-
s�� by Idalnus Ortega. P. E. (Test report revised on 02 15, 20 16)
Ein-usions foi- Windows, and Doors" dated 094 516. cq)iring on 04,46,20.
I through 21 of 2 I.preparedbymanufactum. doled 10!05;15 and lastrevised on 01'01.'21. signed and sealed by
- 203
;)C,�xlicWmdP.,r-,-.aireioaLiincpefFBC.T.AS- -94
I r
7. Test report on 1) Uniform Static.4�r Pressure Test, per FBC. TAS '102-94
6. Notice ofAcceptance No. 1"71-103 issued to ENERGI Fenestration Solutim USA,
A. Lym.Mfller. PI.. bearing the 3viiasui-Dade Covaty Product Control Re-vuson suump with the Notice of
6) Forced arry Test. per FBC. TAS 202-94
2) Large Missile Inipac t Test per FB C, TA S 2 0 1 - 04
Inc. for their --Alilte Rigid PVC Exterior Extrusions for Windows and Doors" dated
Acceptance number and eV.tratwn date by the Mami;-Dade County Pro4uc t Control Se ction.
along with matked-up drawing stallation diagram of vmyl sliding ghts& door. prepared
s and m
3) Cyclic Wind Pressure Loadme per FBC. TAS 203-94
09 `17.exptrinjon02,28118.
MllssmE W:PAcT R-AmG: Larp and SmIl Vissile Itnpac t Resistant
byFeriestrationTestin Lab. Inc.. Test Report No,YTL8546. dated 11:06:15. signed and
Ing
along with marked -up drawings and imstallation diagram of vinvi slidint, glass door. pay2red
7- Test reports No(s). 10-002-792(A). 10-06-IM0527. 5 35 753-09- per ASTME-84.
Limitations:
I See table I (sheet 2) and table 2 (sheet g) farapplicable SGD twit stus. design pres, sures- reinforcements r)�.
sealed by Idalmis Ortega. P E, (Test report m�,ised on 01,04-16 and 02112016)
by ��stration Testing Lab. Inc. - Test Report No FTL 6638 (.'saruples A-1 thsu A-22). dated
-
ASn, ID 1929 and ASTMD-635. issued ky EXOVA to Visiota F_xmmm for cellulosic
.
glass. types- sill, riser(see tables B-1 & B-2.sheets 7 -9) and anchorlayout sheets requirements in I I thru 16-
N -
Test report on I I -Air Infiltration Tei;t. per FBC. TAS 202-94
11 19 10. signed and sealed by Jon ge A. Causo. P E� (Subinined tinder _V0_-1 No. 11-
composite material.
2. Rigid White PVC. Tan (Non -white) Rigid PVC andilroven coated (Paissedor latuisnated)white RipdPVC to be
2) Uniform Static Air Pressure Test. per FBC. TAS 20-2-94
010" ' 04)
(Subpdaed under.V-0--1 No. 04)
labeled per refiresiced NOA's reqviren*rusi.
3) Water Resistance Test- M FBC. TAS 202-94
8 Test report on 1) Air Infiltration Test. per FBC. TAS '102-94
8- Notice ofAcceptance No- 14-09161 issued to Kwmy America.. Inc. for their
3. Etwess operable- dom must comply with min ckm vndthor height per FBC requirement. as applicable-
4) Large Missile Impact Test per FBC. TAS 20 1 �94
2) Uniform Static Air Pressure Test. per FBC. TAS 202-94
"Senti-yGlasl (Clear and Mdm) luterlayer-. expiring on 07.041 S.
4. Pocket wags under separate approval. to be rmened by Building officud
5) Cyclic Wmd Pressure Loading per FBC. TAS '103-94
3)Water Re-ustanoe Test. per FBC. TAS 202-94.
9. Notice of Acceptance No.16-1117.01 issucil toKuraray.kincrica. Inc. for their
LABIELM: Each unit shall bear a pesmanent label with the wanx ctureesnaine or logo. city. state and series and
6) Forced Entry Test per FBC*. TAS -102-94
4) Large Missfle InVact Test per FBC. TAS 201-94
and Color PVB hterlayers-. expihrig an 0710&,19.
following statenwff. 'Miami -Dade County Product Conaol Approved"- noted hemin.
along with maiked-up drawings and m5tallarion diagram of vinyl sliding glass dm. prepared
5) Cyclic Wind Pressure Loadag per FBC. TA S 203-94
RXNEWAL of thisXIOA shall be consideredaber a renewal application has been filedand there has beenno
by Fewsrraticu Testing Lab. Inc.- Test Report No. FTL 854". dated 121 04,15- siped and
02-94
6) Forced Entry Test. per FBC. TAS 2 -
F. STATE 1MINTS
chan in the applicable building code negatively affecting the performance ofthis product.
1W
s�aled by Idalmis Ortega, P_ E. (Test report revised on 02.15 . 16)
along with marked -up drawings and installation diagram of -,,invl sliding glass door. prepared
-
L Statement letter of conformance with FBC--4* Edition (2014) and FBC-6th Edition
TER_Nfr'�ATIOIN'oftlus N=OAwill occur after the expirattion date or if these has been a re'vision or change in the
+ Test report on 1) -Air In0tration. Tes;t. per FBC. TAS 20'2-94
-
r
bN FenestrallonTestbig Lib. Inc, Test ReportNo.FTI.6337(saniples A-1 thruA-5). dated
T), 1
(201 issued by nianufacturer. dated 09/14,17.. signed & sealed by Lynn MMff. P.E.
materials. use, andlot macufacttire of the productorprocess. iNfisuse ofthis NOA as an endossAvuent of any product.
1) Uniform Static Air Pressure Test. per FBC.. TAS 202-P4
1206.10. signed and sealed by Jorge A. Causo. P. E. eStibinjued und-er NOANo. 11-
-
2- Statemen letter of no financial interest, dated 04119- 17- issued by iva�hcturer. signed
for sales. wh-ertising or any otherpusposes shall automatic allyterminate this NIOA Failure to coaplywith any
3) Water Resistance Test. per FBC - TAS 202 -94
010709)
& sealed by Lynn Nliller. P-E.
w,tion of this N0i" be cause forterminatioti andre=Dv�lofN0A_
4) Large NlisUe InVact Test pef FBC. TAS 201-94
3. Letter of lab comphance. part of the above test reports.
_AD'%7ERTLSEA1E'NT. The NOAttuxubef precededbyr the words Nhatni-Dade Counrv. Florida and follcm-ed bythe
-5) Cyclic Wind Pressure Loading per FBC. TAS _203-94
CA.LCULATIONS
4 RER. Test Proposal'No. 17-0387- dated 05,0517. signed ky Ishaq Chaada- P-E.
expratwn date maybe displayed in advertising literature. lfmvpoitionofthe'-N'OAisdis-plaved. then -it shall be
6) Forced Entry Test . M FB C. IN S 2 021 - 94
1 Anchor verification calculations and structural aiialysis, con4)lying with FBC-2014,
done in Mr entiretv.
along with tuarked-up drawings and installation d Lagrain of vinyl sliding giass door. prepired
do- - 16. signed and sealed by
prepared byPGT dated 12.0915andlast revised n0115
G. OTEOER
LNXSPEC-110'_X: A copy of this entire NOA sball be provided to the user by the nLanufactutex or -its distnibutors and
by Fenestration Testing Lab- Inc.. Test Report No. FTL 8548- dated 1-104 15- signed and
Anthon-vL. Ntllei: P E. (Subinitted under-YO-4.Yo. 15-1210.01),-
1, Notice of Acceptance No, L55-1210.01. issued to PGT Industnes. for their Series
shall be available far inspection at thejob site at the request of the Building Official.
sealed by Id alints. Ortega. P E. (Test report m-Lwd on 0 1 `04 16 and 0 2 � I I 6)_
G lazing complies, with A STNfE- 1300-09,
Vinyl Sliding Glass Door (Re-Womed) - LALL". expiring on 04,142 1.
This NOA reiisei & ren#Nn.X0A 020-04MOS and consist-, of this pap Ind evidencepaFes E- 1. E-2- E-3. E-4.
E-5 & E-6 as well as appro-ml document mentioned abmv-
I-1haq 1. Chanda, P.E.
Lh2q 1. Chanda. PE.
Ishaq L Clazda, P1.
The submitted documeatatiotiwas reviewed bv Ishaq L Clmudx P1.
Product Control Umit 1Sup#r%-i_or
Product Conttol Unit Sup#rrtior
Product Control Unit Sup*rvi sor
NOA Ne.
NOA No� 21-0:0-*.03
NOANo. !I -020f.03
N'OA No. 214206.0-A
ExpiratioaDaw AprillC!016
Explr3riouDatt. Apri114,:0'.6
Expir:%donDato: ApHJ14.22026
1xpiratioa Date: April 14, 1.926
Approval DateMarch ' U9. 220' .1
Apprwt -:tl Dme� March ' S. :0:1
Approv21DAto: March
't
AWora I Data: Mirth 2021
Pax* 1
E -1
E
E -3
PGTIudustries. laic
CGI Windows and Doors. Inc.
PG1 Industries. Inc.
N OTIC E OF A C C EP TANC E: E N -IDEN`C E -SUB NI[ITTY-D
N-01K E OF AC CEPT.A_NCE: EVIDENCE SMITT TED
N OTICE QIF AC( EPT.A_XCE: EVIDENCE SUBMITTED
2. E1dence Submitted under previms submittal
4.
E. 3oLkTERLAL CERTIFICATIONS (continue)
3. New Evidence Submitted
5. Qi� Part Super Spacer Standard complying with ASTNI C', 18 Thermal Conductivity
�L D&M%'INGS
3xyg . ASTM F
0.881 BTU-irr; hr. -ft--OF. ASBI F 1249 VATTR-Pass. ASTM D3985 ( . V�,en--Pa&s_
A. DRA'"1NGS
1. Drawing No. MD-55770.0 Rev& titled'Vinyl Sliding Glass Door NOA W'. sheets
I.G_ Durabilitv-N-o Fog -Pass. (Submifted underpretiom _V0A.Vo. 15-0469 0;)
1. Drawing No. _XED-.;570.0 Rev B, titied'-Vinyl Sliding Glass Door NOA (L21v1). sheets I
I through 21 of 2 1, prepared by, manufacturer. dated 10105,45 and last re�,ised on
Throuy-b 21 of -11. prepared by nianufacturer, dated 10,05 15 and last revised on 02�O 1 �,2 1.
04�2120. signed and sealed by A. Lvnn Met. P-E.
6. Quanem Pan Durlse complying with A-STNI C-51S Themial Conductivity 2-22 BTU-ia
signed and sealed by A. Lynn ,Nlwff . P - E
hf_-ft-_`F� ASTNI F 1249 "7%,7M-Pass, ASTIM D 1434 -Asgon Penwmce-Pass, ASUM E
Note-. This revision consists replacement of isame existmg installation screw with flat head.
B. TESTS
2189 I.G Durability -No Fog. ASTM E 546 Dew Pomt Developa=t -200F in 48 lis.
1. Test reports on: 1) Air Infiftration. Test. per FBC. TAS 202-94
(Subat illed under _,V0.4.Vo- 15-0409. 05).
(D
41) Uniform Static Air Pressure Test. Loading, per FBC. TAS 202 -94
7. Vision Extrusions. Ltd Parts comph.-ing with PV C-A.A-MA 303-13, Voluatary'Specificatin
B TESTS
3) W ater Resistance Test. per FBC. TAS 202-94
for Rigid PoMinvt C`hloride (PVC) Exterior ProfiJes for Vision Extrusions. Ltd - -%'EX- I by
1. None
4) Large Mwile Impact Test per FBC. TAS 201-94
AXXIA Fenestration Exterior Profile Cert6cation Progrxai tSubmined rinderA70_4 Va 1.)_
C CALCULATIONS
5) Cyclic Wind Piesswe Loadingper FBC. T-AS 203-94
0409.95)
1. '.None
along with marked -up, drawrings and installation diagzram of all PGT Industries. Inc.
8- Vision Extrusions. Ltd- Pans comph-mg with PVC-A.ANLk 303-13
representative units listed below and tested to quahf� Dowsil 791 and Dowsil 983 silicones.
tSitbat #red nnder.V0_4No- IS-040-9 05)
D. ITY A SSI-RkN CE
prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.:
9 PVC-AANIA 303-13. N"ohiatary Specifkmttou for Rqeid Polyrvtuyl ('Wofide (PVC) Extenor
Profiles for Vision Extrusions. LtdAv`EX-1 by AANIA Fenestration Exterior Profile
1. Mlianii-Dade Department of Regulatory and Ecommic Resources (RER).
C
FTL-7897, PGT PW5520 PVC Fixed U7indow (unit 6 in proposal). dated 09,;03,14
U)
FTL-20-2107.1. PGT SGD780 Atumiriam Sliding Glus Door (unit 7 in proposal) FTL-20-
Certification Pmoam-
2107.1" PGT CA740 A him Outswing Casement Window (imit 8 in proposal) FTL-20-
-ued to Energ Fenestration Solutiou_ USA. Inc. for
10 Notice of Acceptance No 18-1217.141 iss -1
E _%L-kTERL4,L CERTIFICATIONS
M
2107.3. PGT PW7620A Ahminum Fixed Window (unit 9'111 proposal) and FTL-20-2107.4.
th& --Tan 3040 & light shade (non -white) M71tite Rigid PN'( Exteiioi Extrusions for
L Notice of Acceptance No 19-0305.02 issued to Kuraray America. Inc. forth&
>
PGT PW76_20A Aluminum. Fixed W, indmv (unit 10 in proposal) dated OT 13!20. all signed
AXindows and Doors7 ' expiring on 01,04'21,
"Trosifolt Uln-aclem. Clear, and Color PX"B GLiss expiring on 07-0&24-
co
0
and sealed by Idalmis Ortega. P E_
11 Notice of Acceptance No 1"122.0-1 issued to Energi Fenestration &olutiou. USA. Inc. for
2 Notice of Acceptance No. 17-0808.02 issued to Kuraray America. Inc. for their
>
0-
their series, --Ah!te Rigid PVC Exterior Litruiious for Windows and Doors'-- expiring on
-Seuti-N-Gbisf lear and X11itel Glass Interlayers". expiring on 07 04,23,
'of
0-
C. C-ALCULATION-S th
7
012S;23
A Notice Acceptance No. 18-1106.10 issued to k1sion Extrusions Limited for tbeirBrown
0
L Anchor verification calculations and strucuni anahsis. comphring wtth FBC
1-1 Notice of Acceptance No 2M20.A.03 issued to Ellemi FC11C3TT3T10n Sohitioa. USA. Inc. for
oated (Painted or Laminated) ANlite Rigid PVC Exterior Extrusions for NNIndows
Edidon (2020), dated CW22,10, prepared by manufacturer. signed and sealed by
their 'Bronze & light shade cap coated White Rigid PN'C' Exterior Extrusions for
and Doors'*- expiring on 09 30 -14. 1
Anthony Lynn Miller, P-E
NVIndows and Doon-, ev.umg on 04 16 25,
4 Notice of Acceptance No 18-1106.11 issued to Vision Extrusions LiLWted for their series
Z3
2. Givinicomphes with ASTM E 1300-04. -09. -12 and -16.
**N7E 11000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior
_0
D. QVALITYASSUR.4LXCE
F. STATEMENTS
Extrusions for Witidows and Doors'-. expiring on 12.220-221.
0
Miami -Dade Department of Regulatory and Economic Resources (RER).
I. Statement letter of conformance to FBC 76 Edition (2020)- dated 04,221 20. issued bv
manufacturer- signed and smled by.AnthouV L-mn MWer. RE
F. STATEMEN TS
E. '_%LkTER1AL C ERTIFIC ATIONS
2. Staterinent letter of no finaiicial interest ari'd of independent. issued by n=ufacturer. dated
I Statement letter of conformance to FBC `6 Edition (2020). dated 0-10121. issued by
1. Notice of Acceptance No. 19-030:5.02 issued to Kuraray America. Inc. for thew
04,181-20. signed andsealed bvAnthouYL-,mn.%fillff. P.E.
than tuffef. signed and sealed byArithow; L-mnX.-filler. P.E.
Trosifolt 11traclear, Clear. and Color PA'B Glass'laterlayers". uxpiring on
3. Private Labeling Agreen=t docurnent between PGT. dated 03 30,15 and signed by all
2 Private I.,ibeltrig Agreement dated 0308,21 between PGT Industries- Inc. and CGI
07/081`24.
involved parties.
Windo.Wj. and Doon Inc., signed tn, Dean N1 Ruark- P.E.. V.P, Engineering. on behalf of
Cn
2. Notice ofAcceptance No. 17-0903.02 issued toKurany America. Inc. forthetr
"Senni
both cmupames.
MAR 0 4 2023
Ghs,t (( tear and INlite) Gliass Interlayers. expuimig on OT:04,23.
G. OTHERS
3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Litnited for their
*'Brown Coated (Painted or Laminated) A -bite Rigid PVC Exterior Extrusions
L This NOA re-%ises NNO.A# 17-0420.06 (?VTwCGI) and updates to FB( 2020 17"h Edition).
eV.iring 04,2 121
G. OTHERS
1. This' NTOA teAtes & renews NOA# 20-0429.05 (?LA%%-:-CGI). expiriiig 0414`26-
V
for Aladows, and Doorf'_ expiring on 09.30�24.
RER Test proposals #19-1155 dated 01 1020 approved by Ishaq I Chanda-P-E.expiring
2. The cuirrent associated PLA C GI file r,21-0 2 05. 01 expiring 04.14, 2,6.
0
4. Notice of Acceptance No. 194106.11 issued to Vision Extrusiom Limited for their
04.-14!,21
Virtual Review Assist, Inc.
Uj
senes VE 1000 Tau 202 and lighter shades (Now-NI'likel, Rigid Cellular PVC
Plans Review completed and approved
4
Exterior Extrusions for Windows and Doors". expiring on 121.'"19,111
for compliance with the 2020 F8C 7th Edition
<
I-Inq L Chnnda. PJE�
Lkvq 1. C-handa. P1.
by Debra Anne Kiahr PX2300
I;kaq 1. Chands. P1,
Product Control Unit Sup#rxisor
Product Control'Unit Sup*rti%or
Product (outrol Uuit Sup*rvisor
X0A No. 21-O'.04�03
NOA No. 21-0209.03
<
NOA No. 'I-020S.04
Expiranou Dato: April 14..'026
Expiration Dam April 14.!02.6
_j
E*ratioft D2 ft: Apr� 14, 1. 0 2 6
Approval Dnte; _Nl3roh.t.
Approva I Da t#,- %Lirch !9. 26! 1
a_
Approval Datt: Nlarclk ' .9, .202 .1
E 4
SHEEI
NO.
August 10, 2022
A 10
(3)
(3)
> 0
0
M�IAMM MIAMI-DADE COUNTY
PRODUCT CONTROL SEf:TlON
S.—
(D 0_ 0
0- 0
Cast -Crete USA, LLC
Cast -Crete USA, LL(,'
Cast -Crete USA, LLC
(1)
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 2q8
(D
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
1- (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE: EVIDE'NCE SUMMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
:L--
CZ
NOTICE OF ACCEPTANCE (NOA) wvw.m ig mid adS.?_av/economv
cn
(D 0
C)
Cast -Crete USA, LLC
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 903-0605.04
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
= 0
6324 County Road 579
A. DRAWINGS
A. DRAWINGS
A. DRAWINGS
0 0
0
Seffner, Florida 33584
1. Drawing No. FD4612, litled"Precast and Prestressed Lintel Details ".sheel I of 1.
1- Drms,ing No. FD46 12, titled "Precast and Prestressed Lintel Details". sheet I of
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of
LL.
M -#�
prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No L T4612, filled
1, prepared by Craig Parrino, P. E., dated Alarch 24, 2003 and Drawing Alo.
1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 & 12
4—
M C:) >
SCOPE:
"Cast-Crete4", 6"& 12"LintelSafe LoadRibles", sheets I through 3 of 3. prepuredby
L T461 12. titled "Cast -Crete 4'*, 6 12 - Lintel Sqfe Load Tables ". sheets I
Lintel Safe Load Tables", sheets I through 3 of3, last revision dated 06,112114, all
E 2
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P. E., dated NAirch 24, 2003, last revision 41 dated April 2N. 2003 both
through 3 o0, prepared by (.'rUig Parrino, P. E, dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P. &, on 08119114,
Cf)
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino. P. K
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on
0-
<
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B. TESTS
Hat -ch 22, 2012
B. TESTS
(AHJ),
1. Test report onflexural testing on 4 ". 6 & 12 - Precast Concrete Linleh� Filled and
B. TESTS
1. None.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total qf (13) concrete lintelspecimens, per ,lST11 E-529- 94, prepared
1. Alone.
C. CALCULATIONS
Section (In Miami Dade County) mid/or the AHJ (in areas other than Miami Dade County) reserve the right to have
byApplied Research Laborafories, ReporlNo. 30404A, dated 04/10103. signed and
I , Calculalionsfi)r Cast-Crele Lintels. doled 0811912014, pages 14.201 through 14-236,
this product or material tested for quality assurance purposes. If this product or material fails to perforrn in the
sealed by Christopher A, Homon, P. E.
C. CALCULAT IONS
prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E.
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke.
rLATIONS
1. !\"one.
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C. CALCI
D. QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade Counq, Product Control Section that this product or material
1. Calculationsfi)r Casi-Crele Lintels. dated 05/29/03. 207/pages, preparedbY Cra�i4
D. QUALITY ASSURANCE
1. h�v Mand-Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
Parrino, P E., signed and sealed by Craig Parrino. P. E
1. Bv Miann-Dade County Department oJ Perinilling, Environment, and Regulatory Affbirs,
Calculations for Cast -Crete Lintehi. dated 05129,4)3, 140 pages. prepared 4 Craig
E. MATERIAL CERTIFICATIONS
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrino. P. E*_ signed and sealed by Craig Parrino. P, E
E. MATERIAL CERTIFICATIONS
L None.
Zone of the Florida Building Code.
1. None.
DESCR.IPTION: (Cast-Crete)4", 6"&.12" High Strength Precast and Prestressed Concrete Lintels
D. MATERIAL CERTIFICATION:
F. OTHER
APPROVAL DOHCUMMT: Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1,
11 Qualit ' 1, S�vslein Manual-lbr Cast-CreteMachine Made Precast Lintels revised on'k-lov
F. OTHER
L Letierfi-om Cast -Crete LISA, Inc., dated 08/1912014, signed and sealed by Craig
prepared by Craig Parrino, P.E., dated March 24, 2001 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
2002.
L Letter ftom Cast -Crete Corporation dated February 03, 2012, signed and sealed
Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
2. Cas-t-Crele QualitySystemManualfin, Prestressed Products dated 2002.
bV Craig Parrino. P.E., certi&ing compliance with the Florida Building Code, 2010
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22. 2019, all bearing the
Edition.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
date by the Miami -Dade County Product Control Section.
A. DRAWINGS
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1. None.
MISSILE IMP ACT RATING: Large and Small Missile Impact Resistant
Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1.
A. DRAWINGS
LABELING: Each lintel shall bear a permanent label with the manufacturces name or logo and the Miami -Dade
prepared b ' v Craig Parrino, P.E.. datedMarch 24, 2003 and Drtming No. 1174612. 1 itled
", ",
1. Alone.
B. TESTS
"Casi-Crele 4 6 " & 12" Lintel Safe Load Tables sheets I through 3 oIJ prepared by
1. None.
County logo.
Craig Porrino, P.E., dared March 24, 2003� last revision daled,11orch 11, 20(W
B. TESTS
W
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
1. None,
C. CALCULATIONS
change in the applicable building code negatively affecting the performance of this product.
B. TESTS
1. None,
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
L None,
C. CALCULATIONS
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
C. CALCULATIONS
1. Arone,
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
product, for sales� advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
1. None.
MJ
any section of this NOA shall be cause for termination and removal of NOA.
D. QUALITY ASSURANCE
E. MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
D. QUALITY ASSURANCE
L BjrWiatni-Dade County Department of Regulato)�y and Economic Resources (RER).
1. None.
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
L B�v Miami -Dade County Building Code Compliance Office.
be done in its entirety.
E. MATERIAL CERTIFICATIONS
F. OTHER
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E. MATERIAL CERTIFICATIONS
I None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
shall be available for inspection at the job site at the request of the Building Official.
L Alone.
Crete USA, Ina, dated 0810811 Z signed & sealed by Craig Parrino, P. E�
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and
E -5 as well as approval document mentioned above,
ka r, P. E., M.S.
I�lrny A. Ma'
-�_,Ilclmy A. Makar, P.E., M.S.
elmy A. M&kar, PX, M.S.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
Pro uct Control Section Supervisor
Pr4uct Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
WMLAMH*=>A1D)E =CMOUNT"Y
NOA No. 20-0630.15
U'2023
NOA No. 20-0630.15
NOA No. 20-".15
Expiration Date: 09/11/2023
Expiration Date: 0911
Expiration Date: 09/11/2023
Expiration Date. 09111/2023
to ) to 7 Approval Date: 08/20/2020
Approval Date: 08/2012020
Approval Date: 08/20/2020
Approval Date: 08/20/2020
e Page I
E - I
E - 2
E-3
Cast -Crete USA. LLC
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
A. DRAWINGS
1. Alone
L None.
B. TESTS
B. TESTS
(n
1. None.
1. None.
C. CALCULATIONS
C. CALCULATIONS
(D
1. None.
1. Alone.
D. QUALITY ASSURANCE
D. QUALITY ASSURANCE
1. By Miaini-Dade Cowny Department of Regulatory and Economic Resources (RER).
1. By Mrami-Dade County Department of Pegulatory and Economic Resources (RE&
F.
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None.
1. None.
F. OTHER
F. OTHER
C_
1. Compliance Letter with the Florida Building Code, 2017 Edition. issued b ' v Cast-
1. Compliance Letter with the Florida Building Code, 201 7/ Edition, issued b ' v Cast-
U)
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
Crete USA Inc.. dated 08/08./l 7. signed &- sealed b1v Craig Purrino, P. E.
cz
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida Building Code, 2020 Edifion, issued by Casl-
>
A. DRAWINGS
Crete USA, Inc., dated 06111/20, signed & ealed hv Cra�,,� Parrino, P. A.
cz
0
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I (?f
>
1, prepared by Craig Parrino, P. K , datedA-farch 24, 2003 and Drawing Alo.
LT4612, titled "C 'ast-Crele 4 ". 6" 4, 12 " LintelSqfe Load Tables " sheets 1
0
through 3 9f 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on
0
danua?y 22, 2019.
B. TESTS
0
1 None.
C. CALCULATIONS
1. Alone.
C/)
D. QUALITY ASSURANCE
M
co
1. By Miami -Dade County Department of Regulatory anti Economic Resources (RER).
MAR 0 4 2023
E. MATERIAL CERTIFICATIONS
1. None.
—0
F. OTHER
1. Article of Conversionfor a name change.
\/RA
0
L_
M
t. In
Virtual Review Assist, Inc.
LU
�,A 11"L1,41—
-my
Plans Review compipted and approved
C>fiel A. Makar, P.E., M.S.
Hlm y A. Makar, RE-, M.S.
�qr with the 2020 FBC 7th Edition
2!
Product Control Section Supervisor
Product Control Section Supenisor
compliance
Anne Klahr PX2300
NOA No. 20-0630.15
NOA No. 20-06M).15
hv 0ehra
Expiration Date- 09/1112023
Expiration Date: 091110-023
<
Approval Date: 08/20/2020
Approval Date: 08/20/2020
__J
E - 4
E - 5
a_
SHEET
NO.
August 10, 2022
1
PA 10
4
rR00U(a�,,J-U&UQXRayXX.NEi_2"1&X 2
MU_MXJJEY ALVAU0115i UMIUS0. 21HIM-01 i
I I L1 ECO eNc.
TFLLIT TESTING & ENCHNEEPING COMPAW
22,TES REPORTS:
O.-MAT . CTERIATICS AND SPE_Gj1FbGAMN8;
- —
vi� ".�_ Tfujif, ii. P.E. ---.----- _. 010-* __ - -
Large missrie impact and fatigue foad tests were performed Under Protocols TAS
Shall be strictly in accordance with General Notes and Components indicated on
Pi. 1. .."
201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E 0 ), drawing
?I C � Uu.- N.. D&ft-,*
as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
No,20-176. Ancftr specifications shall be as indicated of) sheets 1, 7 and 21 of
Testing, Inc,, Reports # 96-569 dated 08/0911996, #96-570 dated 09;18/1996,
26, of Product Evaluation Document (RE.D.). drawing No. 20-176-
PRO EYAWATION REPOR
#96-T30 dated 09Q20/1996, all three signed and sealed by Hector M Medina,
-DUCT
P,E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated G4116;1 M and
0 2126 dated 10/05/1998 witnessed by Gilbert Diamond. F.E. and Report No
7. LIMITATIM AND C_DWtT1QNS_OF_USF_-t
REPORT NO- 20-072111.01
0210.01-09, dated March 4. 2009, signed and sealed by Edmundo Largaespada.
P.E� and Henry Haftern, P.E.
7.1. Shall be strictly in compliance with General Nootes No 1, 8 thru 14, indicated
DATE: July 28, 2020
Tensile test report No. 9CM-1 97 by QC Metal"call. Inc., dated March i 3, 20K
on sheet 1 of 26. as well as General Notes # I thru 4 and I I thru ifi, indicated
on sheet 21 of 26 of Product Evaluatiori Document (P, E, 0.), drawing No. 20,176
PRODUCT CATEGMY: Shutters
signed and sealed by Frank G;;t"a, P,E
prepared by Tilteco, Inc, and signed aW sealed by Walter A Tillit, Jr, P,E.
PRODUCT SUS-CATESORY: Storm Panels
"-STRUCTURAL ENGINEERING CALgMLA710N%-
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
On 20 Gage Galvanized Steel Slorm Panel for maximum panel length vs- design
defined on section 1620.2 of the Florida Building Code
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
wind load, as well as maximum anchor spacing vs. design wind load and panel
MANUFACTURER: LLr-
length based on rational and comparative analysis, and fin accordsincevvith
'Tilteco,
7,3. Product shall only be installed Into poured concrete, concrete block, and
4800 S.W. 51 Street
section 1616 of ft Florida Building Ceder Calculations prepared by Im-,
wood frarne structures,
DeMe, Florida=14
dated 11110308 and 03/1 ?J15, signed and sealed by Walter A. Tillit, Jr., P E
1,_PVMQ5EjQF_9YALUAT10N -.
3. MISSILIE-IMPACT RUIMNCE;
Product Evaluation Report prepared by Walter A, TOO. Jr., P.E. (Florida License
This is a Product Evaluaticin Report Issued by Waftw A. T11111t, Jr, P.E. (System
Large missile impact under section 1626 of the Florida Building Code, as per
No 44167), President of Tilteco, lnc� (Ficinde CA-0006719),
10 # 1906) to the Global Protection Products, LLC, Rut* Chapter No.
TAS 201 Protoc-)I.
OIG20-3, Method 10 of the Florida Department of Business and
4. MND LOADS ReS,jS1AhfjC&
.1"'"o"04#1"
. P, -i "',
101"Ii,A I Q,
Proliesslooriiiii Regulation.
-
20 Gage Galvanized Steel Storm Panel has been verified to sustair wind
.:
I � .1-, ,/,:"
�
� ." C�ENS`, ;P&_
1� . V, "I . .. . �
"
This product is being Issued an Evaluation Report as described herein, and has
pressures. Maximum Parisl length shall be as Indicated on sheets 8, 10, 14. tli�
16,19.25 -46 26 Product Evaluation
I ,
__ 1, --.* 1 . '-. S
- , -
-S:lr 44 67
been verified for compliance in accordance with the 2020 Seventh Edition of the
and of of Document (P.E.D.), drawing No.
�_ - _;�,o.
- __ - _7n� , . =
- i *=
___ - 1 * .. � .*
Florida Building Code, and to verify that the product is for the purpose Intended
20-176. Maximum Anchor Spacing shalt be as Indicated on sheets 8, Os 10, A 1,
�
I i 5T 1 7, 18� 19� 20 25 20
- . : =
-_'r _'_ _ ""I �'O". NF *,
_e "7
SrATE, '71
at bast equivalent to that necuireld by the Code.
-t. and of 26, of Product Evaluabort Clocurrient I�P,E� Dj�
drawing No. ZO076.
"]C,A , Ij .
�
- . .
"O. . - .
(
� _�� ......... I. ",.
This; Product Evaluation Report shall be subject to review and revision in case of
, �, ,
'If A
- imitations and conditions
5- INVALINAIM
" 11104141 t',"O,
Installation shall be performed sirictly in accordance with details indicated on
Z EADWOE IUBMITTM.
sherets 3thni 7, 10 ftu 20,23,24 and 26ot2(35, of Product Evaluation Document
WAT"LL
D � TIL'7FCO ADVION PEIZORCS i P. 6, REPnRT H � GLOPAN PROTLr TlOr� PROrour.-, S Lo-C 6 20 --AUE
2A_KQD QTIYALUAMN DOCUMENT (P&D.,�
(P,E.D.), drawing No. 20-176. Minimum separation to glass shaft be as
_-AIVANLZED STEEL STORM PAMELi DRY&'* �1�176'4ttPc 4T *2M726,01
. DrwMng No. 20-1176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL",
indicated on sheets 8, K 16,25 and 26 of 26� of Prodict Evaluation Dmument
sheets I thru 26 of 26 prepared by Tifteco, Inc,; signed and waled by Walter A.
fRE�D), drawing No. 20-176.
Tillit, Jr., P,E.; dated 07128i2020. This drawing Is an integral part j
A, MES",
"AttiolifINA4,
Eveltualion Report. "40q
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REPORT NO.:
20-0727.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SLIB-CATEGORY:
Storm Panels
PRODUCT NAME;
24 GAGE GALVANIZED STEEL STORM
PANEL .
MANLFACTURER:
G'Qbi1I--'M*C'WptTQdUM1rL1.!C
4800 S,W. 51 Street
Davie, Florida 33314
1. F-UREQWOf -EVALUATM
This is a Product Evaluation Report issued by Wafter A. Tllllt� Jr., P.E. (Systern
10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
61 G29-3, Method I D of the Florida Department of S u st ne*3 and
Proofosialional Regulation.
This product is being Issued an Evaluation Report as described herein, and has
been verrilled for compliance in accordance with the 2020 Seventh Edition of the
Florlds Building Code, and to verify that the product is for the purpose Intended
at least equivalent to that required by the Code.
This Product Evaluation Reporl shall be subject to review and rervision in Case of
a Bulking Code change that may Affect Its limitations and Conditions
Zr;)6QIEN_CE_SUAM_1TT_EM
2.'L "QD.Ul��*U-EVALVATIQN-DQCUMfNT-LP-,.E,D.,�,,
Drawing No. 2C-1 75, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
sheets I thru 18 of 18 prepared i�y Tilteco, Inc,; signed and sealed by Walter A.
Tiflit, Jr, P.E,; dated O7f2712020. This drawing is an inteR ,Is.
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Large missile impact ioad tests were performed under SSTD 12-D9 standard as
per section 1609,12 of the Florida Building Code. Uniform static loads as pw
Section 1709.8.3, per ASTM E-330 Test reports prepared by American Testing
Lab of South Florida, Report# 08114�01-01 dated 03111102 witnessed by William
R. Mannar, P.E., Boriz Maroz, RE, and Henry Hattem, P.E. and Report No.
021 9.01 -09, dated February 25, 2009, signed and sealed by Edmundo
Largaespads, P.E. and Henry Hattem, P-E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of1he Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Reporl No. 1123.01-10, dated November 23. 2010, signed and sealed by Jullo E.
Gonzalez, P.E.
Tensile test report No. QCM-198 by CC Metallurgical, Inc., dated March 13, 2009,
signed and sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as
Per OC Metallurgical Report No, I OKM-1 3118, dated Daciamber 1, 201 0 signed
. and sealed by Jerry Jackitano, P.E. as per ASTM E-B.
V-1TRUCITURAL- ENO ERINSCALCULATKM;
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
wind load � as well as maximum anchor spaicing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
Inc., dated 1211 8110 and OW7113 (for fts revision), signed and sealed by Walter
A 11111t, Jr., P.E,
3. MISSILE_1AWACTRf_= -ANCE:
T
Large intssille Impact under section IW9.1.2 of the Florida Building Code, as per
SSTD 12-99 Standard sind TAS 201.
4,.M,-W C - E: .
24 Gage Ivanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall be as indicated on sheets 3,9, 10, I 1,
12 and 17 of 18 of Product Evaluation Document (PRO.), drawing No. 20-175�
Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
and 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been ventled for code compliance to
work as a non-piorous storm shutter assembly, as par SSTD 12-99 Standard.
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FROIDILCT XVAALU - I I
SR MALLAT1104-
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
drawing No. 20-175n Minimum separation to glass shall be as indicated on
sheets 3, 6, 13.14, 16, 1 6 and I 8 of 18, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
S. MATIERIAL CHAPAMEMMIAh"PEDIELCAMW
Shall be strictly, in accordance with General Notes and Components initficaltec on
sheet I and 2 of 1 8, of Product Evaluation Document (P,E,D.), drawing No.
20-175.
Anchor specifications shall be as Indicated on sheet I of 18, of Product
Evaluation Document (P.E.D,), drawing No. 20-175.
7__UM1TATK)WAXQ_CM1T"N PF-UM
7A � Shall be strictly in compliance with Genetral Notes No. 1, 8 thru 14, Indicated
on sheet I of 1 8 of Product Evaluation Document (P.E.D.). drawing No. 20-175
preparad by Tftw. Inc. and silignad and sealed by WalterA. TAR Jr., RE,
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 frarne striactures.
Product Evaluation Report prepared by Walter A. TIM, Jr., P.E. (Foorloda License
No, 44167), President ofTifteco, Inc, (Florida CA-0006719).
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EIRDER *0 ,[RIFY Ill ASNE CONDITION LIL RMATT Of%N WIND LOADS ' OLTERMI PER ASCE P - 16
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ENwNiErRoNrm EXPRESSO
PRC30UCT E'VALUATIc3N RcpopT
Septempor 15 2020
Appliticapion Number: I7W9 1 - R2
F_X Protect Numbori ZD-31543
Product Manufacturer All Arroncan S"ers add Glass
Manufacturer Address I U0 Donnit RcRE1
Wom Pairri Beach FL IM09
Product Narl & D,strupaton 24ga Girsianized Steel ISNarrin Poness
Large Itlarawle, Impact Resistant
Scope of Evaluation;
This Product Evaluation Report E tairing anctiorl to amc,rdarts, wait the reipmereena, of thir Florida
Deparrimenit of ElErsonstars and Proprissional Regulation (Ficirri Building Couvrownw,P) Aule, Chaplet
Gii 005, F A C r W staletmov riec"rice per Method Iffil The procIANA noted show has berin
paged andior Ervalanapid as sucritivin4ed herairr to show torriphatni With the Florida Building Code
Severant Edition ?2U(In " L, mi the purpose "ended art least oqt&a*nt to In,# required LEY the Code
Re-wartinatton ,if ENE. product shah be reittlitiod forlsholng peclusent Florida Surkering C,vft trodEfinations Or
revisions
SubstanWiting Date:
A ER22W LYALVAMS 222MEM
EX difaroolig #21)- 31543 filled '240a GaVarnhed Stoat Storm Panels fFfVH7 & rilcrl�HVR[Zi � shoots. 1 -5
prepared ENE Engineering EAptess signed & seated toy Frank Dennotdo, P E IS an intogm W of this
Evalosibon Report
. TElllT RMRT
Uniform staft sh",atural pectoorranct, has boon tested in accordance lNith TAS 202 test standards Pat IBM
roporps) *8T-ASG'jj'g0 I by Bliackwalat Testing Inc
Law rissirrito impact hesstitivice sodcyck loading performance has horen tested ift aoritoteatroe Mth TAS
20 1 and TAS 203 lied sERFEARSEds her tint TOW(--) JOST-A$G-1 7-001 by Stackarater Testing Inc
A SIEUCTURALENOINEEFONOCALCUIAT10fiS
Structural engineering ca"Ietions have been prepared which ecraluathe the prodi how oft
comparative an&or rosomiI raosSysis. to quality hie following design anterna
It k4awitnumAlicsivable Spans
2 Murthrriumllificas"StRanst
3 Nbrivinum Glass Soparshop
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Inc, SW 12"' A'FAItIf SUITE TO(., LjfERFJtLD StACO, TI,cirtittil, 33442
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All Adrumcart %utuNt, and Cila,is, - 249a (Aah anlired Sivel Stordir panels
No 33% ---team in alar-able she's has her- used In -he design of him Product
Separation from gloangis not toquirou tot installations outside of wirej zone 4 and trissenital facilities,
Impact Resistance:
Large Imped Resisrancir him beer, derronstratiaJ as owdenced in proincoslit listed test ,evintrusi, am 115
accounted tot In the onlitneening deati of this product
Wind Load Resistance
Thn Product has oven ateugired to itisst wirAd toads BE, incuraurd in the spar schedtlwis� on the
respecarre Prodoll Evalirapon DiRc,AirTieril �i a engineering chavArsp
Installation
Thini prod4rd shall be lastalled in minct corriplance withe as Perspective fliodwiti EvaluNaBort Docurront (I Er
antionesuiragAHERNII alonlovillhaltoorpstiontitnotedthwom
Product componeras Short be W the enishenal spec�ffed in that Whori respective Product Evaluation
Document 0 a ongirrarthing; dFlinstrign
Limitaltions & Conditions of Use:
Usir or lost product shah BE, in strid EAccoriclance with trAt ToOpectritf Product Evartuabor, Doirintheirl It e
erigniantAing draisrug) as noted Trillion
All Supporting posl struchufths Strait DER designed to Resist 80 superimposed toads and " L* of a naconal
Wed ill has pEoducit's roupocaile anchor schedifie HiEvIsIruchirrecordiflonswitticlil are not accounted"
..ImfxW',stespK,c,Uean,�our,tchad�ilesha4t)edesqnr4loFOnas4r��hcb-4Vt,�14,���mod
proiressional entipshor
All components which we Wrinapently Installed Shea be pt citacted against con mort, crintramirtaincut 31KJ
tither, Stich dactuage at so on-44
TNA, prialuct has Boon designed lot Asevinhur and ounude the High Vakient, HuIrricano Zorto jBilithn
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MANCHOR 5CINVORLE APPLIES TO ALL PROCIUCT's cmrtpvo 11EREIN, au'r ONI, PIROVIDES
erctIMILIM A11.0WAS ARXI*31AI SPIPAIANG4 MkgWJM ALVOINAERILr; SPANS AND PRESSILi INDICATED
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MA1E11AL,&AN1OCRTtoP1E SFL4�11` DESIGN LCAQ GREATER THAN OR L To NIGATTIOE DESIGN
LOAD ON SPUTTtit AN0!5EILKT SPAN GWTER THAA1 OR eQULAL TO SHL11TMSPAN,$ELE"
C04NE--FICIN TYPE INISED ON APPAJONPRIATE MOUNFRING 00NDEFICIN (SEE MOVAITIM �?EVTAILS ON
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ALL 1H,"Aw -UR-HEANDERS (INCIUCIA45 SUMIDOUT �CtAAnOrtS)
4 ANCEIKIRS SPMI BE INSTAILLED IN ACCORDANCE WETHI MAOUrPf--tUREQS'ti"MMtttDATICOJS.
5, d3uBOW oWNtit HOST Sts"TItlit SEMkLL CONFORM TO AST" CW OLOa
6 MINIMUR E"OrDMENT WILL S17 AS NOM TN AJII SCHEDULE
7 mw4jm EMBEDMENT` Awl "w2 01151-MICE EXCIALIOES 5tucoa, fctv,l� wall AND OFFER �OAL,i_
cENTSTIES 414" FINISHES, SHALL BE LINITTI513 TD INi ME FAR SHALL BE VEKWItt, SIT OTHERS TO
ATOEQUIVIELY TRANSFER LCIADS TO HCST SrALICTURr
8, 0:)NORETE A*:HOf,S NOT ED HEREIN SHALL OF E14DECIOM TO V144'RAC"D CONCRETE ONLY
9 WHERE ERISTI" STRILK11IRF- IS, WOW F4tAgOW., E105TING CalorTIONS MAY VARY. FIELD
VERIFY ThAT FNEETENIEFI-6 A" INTOADIEWATF WOW DRAIRUNG MEMER51its, NOT PLYEADDO, FASTMING
TO M-YW<)CV li�, ACr_-VTAR,E OWE' FOIR SIDE CLO!5EjAf PIKEF�
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1, REIRiCEMBLI ANDIORS, PRE DeWAL:rVANCLK�TE,AtrL-POMrSSCUU-SET3ER4SSBU5HW4V
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FOLD UP WEATHER
RESISTIVE BARRIER NEATHER RESISTIVE WINDOW UNIT
TEMPORARILY SECURE 13ARRIER FLASHING REQUIREMENTS
WEATHER DOOR ROUGH OPENING SLOPE
0)
RESISITIVE (3)
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Q
BARRIER WOOD FRAME CONSTR, > C-
TAPE EXTERIOR 14%1" BE -AD OF CONS'TR (0.6 cm : 30.5 cm) include flashing as described in Section R703.4.
SELF -ADHERED FLASHIN
SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDLR SFLF-ADHERED FLASHING 0
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND %-
WALL BY 6 IN. RETURN UP JAMS 6�' USE LIU1,J111D R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water Co Q_
NAIL BRAND OREOUAL WLAi HER EXI ERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of 40 '@ (1)
PROOF CAULKING CFMT. FIN, C 4-0 Cn -6-0
WEATHER SELF-ADHFRED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. =3 CU -cu -05
7C3
RESISITIVE
0 0
BARRIFR SEAL TOPS OF JOISTS > WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt fett, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other &_ -
0
UNDER DECKING
0
SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally,
SELF -ADHERED FLASHING (SEE DETAIL WP07 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 .0 LL_
CU C) -i.- %+- CU
approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt Cf) -0 CU >
HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 0
1 , Cut, fold up & temporarily secure weather Cn (1) " I -
THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Sechon R703.1. Cl) %40 03
flashing installation co -I,-,
MEANT TO SHOW GENERAL FLASHING 2, Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based II__ Cn
weather resistive barrier
AND WATERPROOFING METHODS TO
sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
3, Fold weather resistive barrier back over head
BE USED. 2) 02 individual layers shall be installed independently such that each layer provides a separate conbnuous plane and any flashing (installed in
flashing and seal with tape
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FLANGED WINDOW CEMT_ FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPM EXTERIOR DOOR WITH DECK - SECTION A WP02 WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substant ally nonwater-absor Ing ayer or designed drainage space.
EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR, INSTALL SEU Al)fit: RH) NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & 11 F AD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
318'CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING-Nl- shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
PLASTER UP JAMB 6' USE LIQUID NAIL BRAND FLAN[GED VVINDOVY
12 MIL DPYLOK CMU - MASONRY BLOCK ............. OR EQUAL WEATHER PROOF CAULKING (SEE DETAiL WPO I used as flashing shall be applied in accordance with the manufacturer's instructions. AlI flashing shall be applied in a manner to prevent the
. ...........
EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components.
LETTER ON CHEMICAL RELEASE PAPER
WINDOW COMPATIBILITY Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestrabon products shall be sealed at the juncture with
FASTENER SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 80D or A TM 920 Class 25 Grade NS or greater for proper joint expansion and
RELEASE PAPER T
1) SEALANT AT SELF -ADHERED FLASHING
4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6 ADIAESWE AS SI-+CWN) contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
OUTSIDE EDGE OF MASONRY
WINDOW BUCK BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashing$
THRESHOLD
5) SEALANT FR(� 2) SEALANT JOINT shall be installed at the following locations:
INSIDE EDGE OF
WINDOW FRAME
10 WINDOW BUCK
ACROSS WINDOW BUCK 41 SECTION -A (SEE DETAIL WP02)...N
AND EXTEND TO WINDOW FRAME 1. 1I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
6) TOOLED SEALANT PER CODE shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
BEAD BRIDGING REQUIREMENTS 2 following:
CLADDING AND MNDOW,,--" 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
FRAME SELF -ADHERED FLASHING 5
3) SEALANT WINDOW FRAME T NAILING FLANGE
WINDOW BUCK ALL THE WAY 4 manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are
AROUND, INCLUDING SILL not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
2 SEAL TOPS OF JOISTS
DO NOT FLASH OVER UNDER DECKING 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
BOTTOM NAILING 8 (SEE DETAIL WP07) (2) 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods.
FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER WP06 1.4 In accordance with FMAIAAMA 100, FMAI AA1AA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAfWDMA 400.
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4. Continuously above all projecting wood trim.
SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6� 6.At wall and roof intersections.
Water Resistant Barrier 7.7.At built-in gutters.
JAMB, SILL AND HEAD DETAIL _7 Lath
APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
APPROVED HOUSEWRAP PATCH
STRUCTALATH TWIN TRACK 2.5 Stucco
3/4" CEMENT PLASTER FLASHING AND WATERPROOFING METHODS TO BE USED. MAR 0 4 1021
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE 2
_'_�DOUBLE
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JOIST
-V" SEALANT SOCKET WITH 7/8"Cement Plaster
TOOLED APPROVED SEALANT SINGLE Z
WOOD BEAM in accordance with 7/8" Cement Plaster
Foundation Wail 4 - .-, . \/M
JOIST FBELOW SELF -ADHERED FLASHING ASTMC926 in accordance with
SELF -ADHERED FLASHING 4 Virtual Review Assist, Inc.
ASTMC926
Felt backed metal Pla s Review completed ani approved
(2)
lathe in accordance Felt backed metal for co pliance with the 2020 F IC 7th Edition
31, MIN - lathe in accordance by Debra Anne Klahr P) 2300
withASTMC1063
SELF -ADHERED SELF -ADHERED 4
FLASHING FLASHING
with ASTMC1063
5 Building Paper
Building Paper
7/16'O.S.B.
7/16" O.S.B.
sheathing
SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING Metal sheathing
DECK JOIST OUTSIDE CORNER FOUNDATION WEEP SCREED
EXTRUDED SHOULDER WP07 WP08 WP09
Flashing
Weep Screed
CIO
Installed As Per
2x FRAMEWALL ... Manufact. Specs.
SELF -ADHERED FLASHING
STRIP OF SAF LEGEND Maintain Stampede or similar
PRODUCTSDETAILS TILE FINISH--------_ SELF ADHERED FLASHING (SAF) Bottom of cauk bottom
DRAINAGE PLANE WRI3 DRAINAGE PLANE jDP) WEATtIER RESISTANT Weep Screed joint only
BARRIER (WRB) 1 1/2" to 2"
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO BOND BREAK'4*RB BOND BREAK WEATHER RESISTANT BARRIER Weep Screed
F)LATH
1/2" DUROCK > SELF FURRING (& Above Roof U)
PLASTER ACCESSORY Sheathing Installed As Per
PER THE FBC RESIDENTIAL 7TH EDITION (2020) CD _SF LATH SHEATHING,'OSB*, PLYWOOD. DENSGLASS Manufact. Specs.
2� I (M CU
1 *-4" PER PLAN Le
Detail Instructions If M. - WRAP DP WRB ONTO
1 '-0" PER 9
Refer to the number marked as (�) in each detail that corresponds to the PLAN i HE VERTICAL Cement Plaster 1/2" Cementitious 0
SURFACE TO TOP OF Decorative Finish L.
% F: k ANGE A CL
with ASTMC926
numbered Items in the list of instructions below: BARRIER S AN AIR in accordance AJI inside and CL
SLOPE over wood 2nd
3-1 Q" INCH FLANGE
1 Install self -adhered flashing in order as shown by numbers 8" CMU > floor outside comer will
need to be miter
2. Install flashing and weather resistive barrier to form water shedding
laps 4" OR 8" CMU cut and caulked all
(PER SEAT DEPTH) butt joints need to
3. Self -adhered flashing can be substituted for building paper Z STRUCTURAL FRAMING
Z C)
4. Split the release paper using the ripcord (Split release on demand, 5 5 &J'U%.0,Iked using
FILL NTH GROUT 0- 0- F�TRUCTURAL SHEATHING Stampede or sim.
embedded in the adhesive layer) - for ease of installation and to W I :-- THIS GAP IS A RESULT OF
W PLASTER STOP caulk for all 0
minimize scoring cuts A uJ NATURAL SHRINKAGE STRIP OF SAF
DO NOT SEAL.
5. Remove all release paper per standard installation instructions and to
Cn CONTiNUOUS BACKER - DRAINAGE PLANE WRB CL
0 W
adhere to substrate using a square piece of flashing material (6" x 6" ROD SEALANT DRIP $CREED PLASTIC _BOND BREAK WRB
w W ACCESSORY
Minimum) SLOPED MUD BED --- r Cf)
6. Fold as shown by arrows cc _SF LATH
w ELI CU
7. Angle of comer may vary, adjust folding of the flashing accordingly to
fit tight to corner VINYL SHOWER PAN 0
Note:
8. Mechanically fasten as necessary F-1
SLOPE The building paper and metal lath must be LU
Cement installed over the top of the weep screed.
PLASTER STOP Plaster
A
-CONTINUOLK RA(-,KFR Pr)D over block
&
SEALANT 1 st floor Z
CEMENTITIOUS FINISH <
_J
71
SHOWER SEAT WEEP SCREED DETAIL SHEET No.
WP1 1 SOFFIT./CANTILEVER WP10 SCALE: NOT TO SCALE WP1 so