HomeMy WebLinkAbout6391 Back Forty LpABBREVIATIONS
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
BIRD -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
CJ - CONTROL JOINT
DP - DEEP OR DEPTH
DTL - DETAIL
DIA - DIAMETER
DIM - DIMENSION
DISCON - DISCONNECT
DW - DISHWASHER
DR -DOOR
DBL - DOUBLE
DWG - DRAWING
EA -EACH
ELEC - ELECTRICAL
ELEV -ELEVATOR
EQ -EQUAL
EQUP - EQUIPMENT
EXP JT - EXPANSION JOINT
EXT - EXTERIOR
FIN FLR - FINISHED FLOOR
FIN - FIN
EW - EACH WAY
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
-OVERHANG
OH CABS-
OVERHEAD CABS
PNT
- PAINT FINISH
PTD
- PAINTED
PED
-PEDESTAL
PERF
-PERFORATED
PLT
-PLATE
PLYWD
- PLYWOOD
PKT
-ROCKET
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
IRS
- ROUGH SAWN
SC
- SOLID CORE
SCP
-SCUPPER
SCRN
-SCREEN
SIM
- SIMILAR
SHLVS
-SHELVES
S/R
- SHELF & ROD
SH
- SINGLE HUNG WINDOW
SGD
- SLIDING GLASS DOOR
SPECS
- SPECIFICATIONS
SQ FT
- SQUARE FEET
SQ IN
- SQUARE INCH
STD
-STANDARD
STL
-STEEL
STRUCT
-STRUCTURAL
TEMP
-TEMPERED
THK
- THICK OR THICKNESS
TB
- TOWEL BAR
TOC
- TOP OF CONCRETE
TOM
- TOP OF MASONRY
TOP
- TOP OF PLATE
TP
- TOILET PAPER HOLDER
TYP
- TYPICAL
UNO
- UNLESS NOTED OTHERWISE
VAC
-VACUUM
VAL
-VALANCE
VERT
- VERTICAL
VIF
- VERIFY IN FIELD
VTR
- VENT THROUGH ROOF
V
- VOLT
WC
- WATER CLOSET
WH
- WATER HEATER
WL
- WIND LOAD
WP
-WEATHERPROOF
WWM
- WELDED WIRE MESH
W
- WIDE OR WIDTH
WDW
- WINDOW
W/
- WITH
WD
- WOOD
I SYMBOL LEGEND: I
2 = STAIR CALL OUT
FOOTING CALL OUT -
C =
SEE FOOTING
SCHEDULE
=
KEYNOTE CALL OUT
�q =
PRE -CAST LINTEL CALL
OUT - SEE LENTEL
SCHEDULE
LG-2
LEDGER CALL OUT - SEE
LEDGER SCHEDULE
HEIGHT OF
STEP DOWN
STEP DOWN
CALLOUT
ARROW SHOWS
DIRECTION OF VIEW
1 ELEV NUMBER
A9
SHEET NUMBER
EXTERIOR
ELEVATION MARKER
1: ELEV NUMBER
41
A15 2 SHEET NUMBER
ARROW SHOWS
3 DIRECTION OF VIEW
MULTI VIEW INTERIOR
ELEVATION MARKER
SHEET NUMBER
tt�
ELEV NUMBER
`ARROW
ARROW SHOWS
DIRECTION OF VIEW
INTERIOR ELEVATION
MARKER
ARROW SHOWS
DIRECTION OF CUT
1
Al
SECTION NUMBER
SHEET NUMBER
LOCATION OF CUT
SECTION
MARKER
GENERAL NOTES
THE FOLLOWING TECHNICAL CODES SHALL APPLY:
2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS,
ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017
2020 FBC PLUMBING RESIDENTIAL SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WATER -FLOW RATE.
PUBLIC FACILITIES LAV 0.5 G.P.M.
PRIVATE FACILITIES LAV 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
3. ALL PLUMBING WATER LINES
TO BE CPVC
VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO
JOBSITE CONDITIONS
THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL
CODE
[]PORCHES AND BALCONIES
CHAP. 3
Q HANDRAILS - CHAP. 3
Q GUARDRAILS - CHAP. 3
Q STAIRS - CHAP. 3
Q CHIMNEY & FIREPLACE
CHAP. 10
Q EGRESS WINDOWS
CHAP. 3
5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED
BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H.
GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE
MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE
INSTALLATION.
SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA
AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS,
OVERHEAD GARAGE DOORS, AND ROOFING.
6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL
SHOWER ENCLOSURES TO BE TEMPERED GLASS
7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR
TO BE TEMPERED GLASS. (SECTION R308)
DIMENSIONING:
A. DIMENSIONS INDICATED ARE TO:
A.1. CMU WALL: OUTSIDE FACE OF WALL
A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF
CORE -STUD
A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E.
FURRING\
A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD
AA. WINDOW OPENINGS:
A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING
A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
A.5. DOOR OPENINGS:
A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING
A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED
FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR
FRAME
A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER
OF DOOR
A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH
SURFACE TO FINISH SURFACE
A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER
B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND
PLUMB.
C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:
C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES
C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS
C.3. FRAMED WALLS EXTERIOR
CA. FRAMED WALLS INTERIOR
C.5. DOORS AND WINDOWS
D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB -
UNLESS OTHERWISE NOTED
E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE
OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED
F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE
STRUCTURAL MATERIAL ABOVE AS SCHEDULED
G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE,
CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND
COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE
DRAWINGS.
LENNAR.
LENNAR TAMPA DIVISION
4600 W CYPRESS ST, SUITE 200
TAM PA, FL 33607
813.574.5700
1450
VERSION CHANGES
VERSION DESCRIPTION OF CHANGES
1.0 PLAN REVISIONS
2.0 TRUSS CONNECTOR REVISION
3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE
4.0 GAS FIXTURES ADDED
5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX
INDEX OF DRAWINGS
SHT NO:
TITLE
CS
COVER SHEET
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FOUNDATION PLAN
A2
FLOOR PLAN
A3
ROOF FRAMING PLAN
A4
ROOF PLAN
A5
EXTERIOR ELEVATIONS
A6
FLOOR ELECTRICAL PLAN
SNO
STRUCTURAL NOTES
SN1
STRUCTURAL NOTES
S3M
FOUNDATION DETAILS
S4
FRAME WALL DETAILS
S5
ROOF FRAMING DETAILS
SS
RETRO FIT DETAILS
S11
PRECAST DETAILS
S12
PRECAST DETAILS
PA1.0
PRODUCT APPROVAL
PA1.1
PRODUCT APPROVAL
PA1.2
PRODUCT APPROVAL
PA1.3
PRODUCT APPROVAL
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
WP2.0
WATERPROOFING DETAILS
WP2.1
WATERPROOFING DETAILS
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JUN 2 7 2023
yVirtualRevRewiAssist. In
Plans Review completed and approved
for compliance with the 2020 FBC 7th Editior,
by Debra Anne Mahr PX2300
NOTICE TO BUILDER & ALL SUBCONTRACTORS
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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FOUNDATION LEGEND:
NOTE:
BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN
ACCORDANCE W/ ACI224-3R
13 = FILLED CELL W/(1) #5 VERTICAL
0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
A = FILLED CELL W/ (2) #5 VERTICAL
C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR)
= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS
m= WINDOW OPENING ABOVE
PLUMBING NOTES:
FBC 7TH EDITION (2020) PLUMBING SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WATER -FLOW RATE.
PUBLIC FACILITIES LAV 0.5 G.P.M.
PRIVATE FACILITIES LAV 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
VTR LOCATIONS ARE APPROXIMATE AND MAY
CHANGE DUE TO JOBSITE CONDITIONS.
LICENSED PLUMBER TO VERIFY AND HAS THE
AUTHORITY TO CHANGE AS NEEDED.
O KEYNOTE LEGEND
KEYNOTE
ANNOTATION
1�
1/2 DP X 9 1/2 WIDE RECESS
2�
1 1/2" DP X 8" WIDE RECESS
1 1/2" DP X 13" WIDE RECESS
4�
ICE MAKER LINE
SINK - KITCHEN
6�
REF
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TYPE
SIZE
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16" x 20" DP
(2) #5s CONT.
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24 SQ x 16 DP
#5s 6 O.C. EA. WAY
JUN 27mi
vw\,4---
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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1'-03'_8, 4"PADDED TWO CAR GARAGE
o — — — FRAME WALL 8'-0" CLG
12x12 CMU PORCH SH 1/2 33
COLUMN VAULTED CLG HD AT 6'-8" _ _ _
LINE OF GARAGE W
-0' 3'-8" 2'-0" 4'-0" I OPEN POSITION 1
I
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1'-8"
10'-8"
man
FLOOR PLAN ELEVA
1 /4" = 1'-011
16'-0"
19'-4"
V-8"
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.
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 2X4 STUD W/ 1/2" GYP.
LINO
BEARING WALL 2X4 16" O.C. W/ 1/2"
GYP. UNO
p = FILLED CELL W/(1) #5 VERTICAL
= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
= FILLED CELL W/(2) #5 VERTICAL
C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
SQUARE FOOTAGE: ELEV A
AREA
PROPOSED
FIRST FLOOR LIVING
1448
TOTAL LIVING SQ FT 1448
ENTRY
19
GARAGE
387
TOTAL SQ FT 1854
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2X4
R-11/R-13 KRAFT FACED
EXT FRAME 2X6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION
R-11/R-13 KRAFT FACED
(GARAGE / LIVING)
JUN 27 2023
Virtual Review Assist, Inc.
for Plans Review comet anee with lthe 2020 FBC 7ti
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 D
30.0
-33.9
30.0
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ROOF FRAMING PLAN (ELEV A.'
1 /411 = 1 1_011
tJl
REFER TO ENG.
PACK FOR
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REFER TO ENG.
PACK FOR CONNECTION
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TYPICAL T SETBACK CORNER -SET
LABELING AND SPACING
TRUSS NOTES:
THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS
ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF
TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS
MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP
DRAWINGS MUST BE REVIEWED AND APPROVED BY
DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD
PRIOR TO CONSTRUCTION.
TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL
SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS
NECESSARY DUE TO FINAL TRUSS DESIGN OR
CALCULATED REACTIONS. ALL MODIFICATION TO BE
REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER
OF RECORD PRIOR TO CONSTRUCTION.
ELECTRICAL & HVAC-LAYOUTS ARE BASED ON THESE
FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE
APPROVED BY DESIGN STYLES, INC. PRIOR TO
CONSTRUCTION.
TYPICAL TRUSS CONNECTORS
1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O.
2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME
CONNECTIONS.
3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO
TRUSSES W/ MTS16'S.
4. USE HETA20 FOR ROOF TRUSS TO MASONRY
CONNECTIONS.
5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY
CONNECTIONS.
6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME
CONNECTIONS.
7. THE PREVIOUS CONNECTORS APPLY UNLESS
OTHERWISE NOTED.
8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR
OTHER CONNECTIONS.
DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE
RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS
INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER.
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-61
RECOMMENDATION PERMANENT X-BRACING
SHOULD BE PLACED AT A MAXIMUM SPACING 15'
O.C. ACROSS THE SPAN, TO BE REPEATED AT A
MAXIMUM OF 20' BETWEEN EACH X-BRACE
THROUGHOUT THE STRUCTURE.
" PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL
BRACING DETAILS.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCLL = * PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION = 1.25 %
WIND SPD/TYPE = 140
ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
F°BC 2020
TPI 2014
Truss member design & connector plates
NOTE: are designed for ASCE 7-16 and maximum
ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings
CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems.
ENGINEERING PACK FOR DETAILS
* These trusses have been reviewed to carry an
NOTES:
• FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK
WALLS.
• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS.
• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG
BACK LOCATIONS.
• SECOND STORY TRUSSES ARE 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
SHINGLE ROOF
HEEL= 4-1/16"
PLUMB
CUT/
12
5.91
rk 12
2� 0I ,
12" 7 JUN 2 7 2023
LABELED EyRtuat Review Assist, Inc.
Plans Review came�arod and appro�ed
or 0 FBC 7th Edition
by Debra Anne Klahr PX2300
HANGER CHART
a = HUS 26 (SIMPSON)
d d = LUS24 (SIMPSON)
Total Truss Quantity = 75.
ATTENTIONI
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -61
30' Span or less 30' to 60'
Spreadei
60 degrees
�. .� or less
I 112 � I I 2/3 to 1/2
line r span approx. Ta line (• span approx.
REFER TO BCSI -131
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way.
additional 10# psf non -concurrent bottom chord live
load.
FLOOR
LOADING SCHEDULE
TCLL
= 40 PSF
TCDL
= 10 PSF
BCDL
= 5 PSF
TOTAL
= 55 PSF
ROOF DESIGNED FOR
SF-IINGLE
ALL REACTIONS
AND UPLIFTS
ARE ,SHOWN ON ENGINEERING.
WALL KEY
LOAD DESCRIPTION INIT. DATE
R/01
Created from BID B312288 AS
8/6/2015
RA01
REV. ENTRY & ADD HIP @ REAR SHM
9/18/15
RB01
Add Vaulted ceiling in Great rm, AS
Dininci rm Kitchen Foyer & Entry
12/21/2015
RB01
LC9 AND FBC2017 HAB
12107/2017
RC01
RE-CALC A7G B.C. AS
7/2412019
RD01
LCA JTH
1/4/21
CARPENTER
—�
CONTRACTORS
OF AMERICA
3900 AVENUE
G, N, W,
WINTER
HAVEN FLORIDA 33880
PHENEI
(800) 959-6806
FAX:
(863) 294-2488
BUILDER : LENNAR HOMES
PROJECT:
MODEL : 1450
CCA PROJ/MODEL/ALT
7A2 / 1450A
ALT DESC:
OTC
LOT BLOCK
DESIGNER PAGE
HAB
DATE
0806 2015
LAN# SCALE
N321593R 1 1 4 "=1'
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ROOF FRAMING
PLANS A
one n"
ROOF PLAN (ELEV A
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
ROOF VENT CALC:
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 = 1854 SQ FT
VENTILATION REQUIRED = 890 SQ IN
VENTILATION PROVIDED AT RIDGE = 552 SQ IN
VENTILATION PROVIDED AT SOFFIT =1386 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 1/150 OF THE
AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE
REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE
THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE
UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER
VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE
VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� SPACE,
WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS.
CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN.
VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS)
RIDGE VENTS 18 SQ. IN. OF NET FREE AREA/ LINEAR FT.
* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT
* SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT.
IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE
PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER
APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION
LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE
36 SQ. IN. OF NET FREE AREA / FT. FOR TILE
NOTE:
EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE
DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL
PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT
Agr
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for compliance completed and a�_>
with the 20pp F pproved
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T.O.M.
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12
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ATTACHMENT DETAIL
-JOVERHANG DETAIL
7/a11 _ 1 1-ni,
ROOF FINISH PER
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ROOF SHEATHING
'
MANUFACTURED
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METAL DRIP EDGE
2X4 SUB -FASCIA
ALUMINIUM WRAP
PER ELEVATION Ot
ALUMINUM
NOTE: REFER TO STRUCTURAL SOFFIT
SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
OVERHANG DETAIL
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FINISH
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FLASHING NOTES:
DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE
INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH
EDITION), SECTION R703.4. AND R903.2 APPROVED
CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT
ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS,
INTERSECTIONS, AND PENETRATIONS AND IN THE
EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO
PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL
FRAMING COMPONENTS. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH AND
SHALL BE INSTALLED TO PREVENT WATER FROM
REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED
CORROSION -RESISTANT FLASHING SHALL BE INSTALLED
AT ALL OF THE FOLLOWING LOCATIONS:
1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR
OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF,
EXCEPT THAT SELF -FLASHING WINDOWS HAVING A
CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28
MM) OVER THE SHEATHING MATERIAL AROUND THE
PERIMETER OF THE OPENING, INCLUDING CORNERS, DO
NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING
MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED
BY THE BUILDING OFFICIAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER
MASONRY CONSTRUCTION WITH FRAME OR STUCCO
WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER
STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR
METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD
TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS
ATTACH TO A WALL OR FLOOR ASSEMBLY OF
WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR
DIRECTION.
9. AT ROOF CRICKET OR SADDLE,
10. AROUND ROOF OPENINGS.
GENERAL FLASHING NOTES:
INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH
EDITION (2020), SECTION R703.4 AND IN ACCORDANCE
WITH STANDARD APPLICATIONS ILLUSTRATED IN THE
ARCHITECTURAL SHEET METAL MANUAL (LATEST
EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR
CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION,
INC.
WINDOW NOTE:
ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF
0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING
THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES)
EGRESS NOTE:
EACH BEDROOM MUST HAVE ONE WINDOW THAT
COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS
TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST
HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH
FLOOR LINE OF THAT PARTICULAR ROOM
SHINGLE / UNDERLAYMENT NOTE:
ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE
R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL
SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION
905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL
GENERAL FINISH NOTES:
APPLICATION OF STUCCO (EXTERIOR PLASTER)
MUST BE IN ACCORDANCE WITH FBC R703.7,
ASTM C926 AND C1063
ALL LATH AND LATH ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1
FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT)
NOTE:
FOAM TO BE USED ONLY WHEN
REQUIRED BY COMMUNITY
SPECS. IF NOT, DETAIL TO BE
BUILT W/ STUCCO
VARIES PER OPENING
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EXTERIOR
ELEVATIONS A
A/C
DICONNECT
TE
ELECTRICAL PLAN (ELEVATIONS A, 67 K, L & M
1 /4" = 1'-0„
ELECTRICAL NOTES:
1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING
LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017
A) BATHROOMS
B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT
HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL
NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND AREAS OF
SIMILAR USE.
C) CRAWL SPACES AT OR BELOW GRADE.
D) KITCHENS - WHERE THE RECEPTACLES ARE
INSTALLED TO SERVE THE COUNTERTOP SURFACES.
E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE
THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF
THE OUTSIDE EDGE OF THE SINK.
2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70
(NEC) 2017, INCLUDING ARTICLES 210 AND 400.
3. ANY CONFLICTS BETWEEN LOCATION OF
MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO
LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE
ARCHITECT PRIOR TO INSTALLATION.
4. RECEPTACLE OUTLETS IN GARAGE MUST BE
SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT
SUPPLY OTHER OUTLETS.
5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT
LEAST 6' FROM KITCHEN RANGE/OVEN.
NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED
FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF
(GENERAL)
KITCHEN
44" AFF
BATHROOM
39" AFF
LAUNDRY ROOM
36" AFF
EXTERIOR WATERPROOF
12" AFF
GARAGE GENERAL PURPOSE
42" AFF
RANGE
2" AFF
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE
POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE
FINISHED FLOOR
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.
ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED
ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR
THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY
THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE.
6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS,
SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS,
PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I.
PROTECT CIRCUIT PER NFPA 70 (NEC) 2017.
7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125
VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED
TAMPER -RESISTANT RECEPTACLES.
200A INDOOR PANEL
CENTER
#15 copper to lights & outlets
NEMA 1
200 AMP
#12 copper to 20 amp ckts
#10-2 copper to WH
#10-3 copper to Dryer
METER
2/0 or 4/0 SER Alu
MAIN
0
200 amp
150 amp
Disconnect
POWER CO. FEED
4 Bare Cu Ground
Footer STEEL
Groundrod tied to footer steel
OR
4 Bare attached to footer steel
TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM
NTS
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH
SWITCH—°
4 1/2"
DOORJAMB DUPLEX
OUTLET ih
TRIM o
0
BASE
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION:
WALL
oz
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SMOKE DETECTOR
MIN.
ELECTRICAL LEGEND:
NOTE: ALL HEIGHTS ABOVE FINISH FLOOR
110V DUPLEX OUTLET AT 12"
110V DUPLEX OUTLET AT 39" NOTE: ALL
RECEPTACLES
110V DUPLEX OUTLET AT 43" ABOVE
COUNTERS
110V DUPLEX OUTLET AT 45" SHALL BE
SPLIT 110V DUPLEX OUTLET MOUNTED
AT 12" - TOP PLUG IS HOT HORIZONTAL
110V QUAD OUTLET AT 12"
WEATHERPROOF GFCI OUTLET AT 12"
220V OUTLET AT 30"
110V DUPLEX FLOOR OUTLET
OUTLET - VERIFY W/MANUF. SPECS
FOR LOCATION & TYPE
TELEPHONE OUTLET AT 12" OR AS NOTED
�{.. TELEVISION OUTLET AT 12" - WIRE FOR
CABLE & SATELLITE
STRUCTURED WIRE OUTLET
69 SWITCH AT 36"
3 WAY SWITCH AT 36"
-cam 4 WAY SWITCH AT 36"
—0 PUSH BUTTON FOR GARAGE DOOR OPENER
—a DIMMER SWITCH AT 36"
—0 PUSH-BUTTON DOORBELL
-} CLG MNT LT FIXTURE
} CLG MNT PREWIRE - FIXTURE BY OWNER
-�- SURFACE MNT FIXTURE
-} WALL MNT FIXTURE
NOTE:
C TUB/SHOWERND OPALEX - ALTERNATE
CANS MAY BE
07 50W PAR30 NFL 6" WHITE BAFFLE USEDIF
APPROVED BY
C 50W MR16 4" LOW VOLTAGE OWNER
C 50W PAR20 NFL 4" MINI ROUND RECESS
�� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
- v CLG FAN PREWIRE AND SWITCH
Cos COMBINATION CARBON MONOIXED DETECTOR/
SMOKE DETECTOR
O SMOKE DETECTOR
=U-18= UNDER CABINET 18"
cS-18= SINGLE 18" FLUOR STRIP
=U-24= UNDER CABINET 24"
=S-24= SINGLE 24" FLUOR STRIP
=D-24= DOUBLE 24" FLUOR STRIP
U-36 UNDER CABINET 36"
S-36 — SINGLE 36" FLUOR STRIP
D-36 = DOUBLE 36" FLUOR STRIP
S-48 SINGLE 48" FLUOR STRIP
D-48 DOUBLE 48" FLUOR STRIP
24 24"CLG MNT WRAPPED FLUOR LIGHT
48 48"CLG MNT WRAPPED FLUOR LIGHT
9724:R 24" VANITY LIGHTING
FF—= 36 :;FIR 36" VANITY LIGHTING
48 48" VA TY LI
EXHAUST FAN/LIG
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12KF MASTER STATION
1%Z3 ELEC PANEL
VACUM OUTLET AT 12"
wlCEILING RETURN AIR
EM A/C REGISTER
OTT, THERMOSTAT
ED 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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ELECTRICAL PLAN A,
B, K, L & M
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 31 ST, 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 CONTRACTORS 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 II AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS,
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3, GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 Y 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.
1. SPECIFICATIONS
1, 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1, 1. 3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TRI1-14.
1.2.
DESIGN:
1. 2. 1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD,
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS :
2. 1. 1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2. 1. 3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2. 1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2. 1.8.
TILE ROOF
TOP CHORD : 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOP CHORD : 7 PSF
BOTTOM CHORD: 10 PSF
2. 1. 10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2. 2. 1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGE LOADS : 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF
2.3.
RAILING LOADS:
2. 3. 1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020),
AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR
"I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16
2.5. DEFLECTIONS:
2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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. 12. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4• MATERIALS
4.1. REINFORCING STEEL:
4. 1. 1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, f'y = 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-1-P CONCRETE NOT EXPOSED: 1 1/2"
GROUT FILLED MASONRY: 3/4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185/A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
MODULES OF
CONCRETE TYPE
MIN. 28 DAY
ELASTICITY
DESIGN (f'c)
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
STRUCTURAL NOTES
4.3.
4.4.
4. 5.
4.6.
4.7.
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.
CONCRETE MASONRY:
4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II
NON -MOISTURE CONTROLLED.
4.3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS,
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
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 92 OR BETTER
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2007, BCSI
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
FASTENERS AND TIE DOWNS:
4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
MICRO -LAM LUMBER:
4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb = 2,950 PSI
Ft = 1,850 PSI
Fc = 500 PSI (PERPENDICULAR)
Fc = 2,700 (PARALLEL)
Fv = 285 PSI
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.
4.8.2.
4.8.3.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION
R318.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/sprinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5, FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C ncrete overpopr and mortar along the foundation perimeter
must be removed beoreexterior soil treatment.
10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete
or grade within V-0" of the structure sidewalIs.
11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within T-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE)
140 MPH
WIND SPEED (ALLOWABLE)
108 MPH
WIND EXPOSURE --
"C" (FBC-R R301)
INTERNAL PRESSURE COEFFICIENT=
+/- 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = II
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 6-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH
+ 29.7 PSF / -39.6 PSF (END) U.N.O.
CONSTRUCTION
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
GARAGE DOORS (V = 140
MPH)
TYPE: 5B
SINGLE 9x7
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES,
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN
PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE
SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN
STYLES ARCHITECTURE, 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" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%"
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
NAIL DISTANCE FROM EDGE SHALL BE / . THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
JUN 17 23
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 A771 ACHMENT.,
METAL LATH
WALL SHEATHING
11
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STAPLES BETWEEN STUDS AS SHOWN
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METAL
LATH
ATTACHMENT
DETAIL
REV, 05,24.21
SALE 3/4" 1-0,1
;DETAIL EXCEECS THE
REQUIREMENTS FOR FBC)R 7D3.7.1 LATH"'
`ONLY AP
FL lES TO LE1'1h
1 R TP,AI'JAX`
LATHING ACCESSORIES:
ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS.
WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C.
VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS.
MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @
6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR
GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A
SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID
PORTION OF THE KEY ATTACHMENT FLANGE.
CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN
CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE.
ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 &
ASTM C1861.
CORNER OF
HOME
GARAGE SIDE
10'-0"
TANK -LESS W/H
5'-0"
STUB -OUT FOR "'
GAS METER O —
0
i
CV
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
**ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY**
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
7-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
1U-8"
(2)16d TOENAILS
2" X 8" @ 16" O.C.
1 T-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
T-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11'-0"
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
1 T-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
164"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
J
15/32" CDX
¢
PLYWOOD OR
7/16" OSB
RIDGE LINE
140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE
+ + +
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
+ +
0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0,280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH
NOTE:
* FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES
SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
+
t
+
+
+
+
+
+
+
+
+
+
+ +
++
+++
t++++++++
+
Backer and Filler Block Dimensions
BCI®Joist
Backer Block
Thickness
Filler Block Thickness
Series
3!4"
5000s 1.8/1.7
wood panels
p nel
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 1.8/1.7
wood panels
2 x — + 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
90 2.0
2 x — lumber
Double 2 x _ lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking ° }
1/8" gap }
}
} 4
FILL CELL
— STD. 90° HOOK — BOND BEAM
BOND BEAM STEP
SIMPSC
w/(22)
NAILS 1
- CONT. #5
BAR
5/8"0
#5 CONT.
THRU
BOLT
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT, BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION @INT. BRG. WALL
N.T.S.
1/8" min. } Small gap 2" min.
2"
max. � 4 max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
---T
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4 Place 'gists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min.
J g required when indicated or 4" max.
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING%" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S.
Under 2nd floor column w/ loads
N.T.S. higher than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
require additional
wall or beam below.*
consideration. Check
local building
code for appropriate
1 /16
details in
One 10d box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
NO HOLES (EXCEPT
KNOCKOUTS) ALLOWED
IN BEARING ZONES —�
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
I1-a 3" (i nd) nail- at R" nr.-
`� Provide adequate bearing
for each lapped joist.
Od nails SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING = 2x GREATEST
D DIMENSION OF LARGEST HOLE
(see table below) (KNOCKOUT EXEMPTS) D
(see table below)
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 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.*
Joist
When joists meet over wall, provide
—1 3/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.—
C
6„ A %" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER LARGER THAN
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %"
Round Hole Diameter (in)
2
3
4
5
6
7
S
8.5 5
'10� 1 1
12 ".1'3'
Rea ngr latr'1-tofe Hide (h)-
2;
3
t) S
9 10
Any 16" joist
Span (ft
8
1 i4)"
V-1 "
1 "-2"
1 `-2"
3"
V "
V---,
1 p_1 i
%.4 ` 3 2-4'
1 3'-2" 3W'
12
V--0 `
�t`-3
1 -2"
1 2"`
1 3"
� 9"
2"-4
2'- 1
� 7"; �a 2
4 " 5 4`°
16
1-2,
'£
1' ,.
s` 2„
1 --7"
2 5"
3"-2
�, 10
i 3" ,1 " _7"
6` -4- i 2"
1'-1=1" 8'-11
.- -3",
"F
3, 7Et
i-6,r
5 -10,
7,-2' 8'-4"
cJ -6- 10'_9,",
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. 1%2' 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 1%" 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 Location
Series I Depth I End Intermediate
®
BC15000s
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BCI 6000s®
BCI6500s®
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI60E®
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI90s®
11 8"
3-16d
I 3-16d
14"
5-16d
5-16d
16"
6-16d
6-16d
N.T.S.
Plumbing
Backer block (12" wide min.)
Nail with 10-10d nails.
--,Install tight to.top flange.
\ Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4%2" gap at top of bottom 1/4%2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0.6 X Joist
" depth
I -JOISTS BUCKETS
N.T.S.
SIMPSC
w/ (22)
NAILS T
R TRUSS
'OP PLATE
J.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20 /
HETAL20 INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Ci
M:N11
�ci l
111110MM
SLEEVE THRU STEMS d A.
SEE PLAN FOR 'I a .. a . •
FOUNDATION INFO ° d
STEM FOUNDATION
GRADE REINF. SEE PLAN
d d
I'M E7=,"
I
ZL
A/C CHASE 4" PVC (2) #5 REBAR
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
w/ (18) 10d x 1 1/2" ° REQUIRED)
NAILS
UPLIFT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
Ell
JL_ SEE FND. PLN.
SIZE & REINF.
12" BELOW PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4'-0° PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
4 d 4
4
—------------- •—ca----
-----------------------
z
g
d
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
a
-III—III—I d d I —III —III -
II -III= d —III=11'-
'�--a------� '
°
SEE FND. PLN.
SIZE & REINF.
AW)2�1-
Virtual Review Assist, Inc.
Plans Review for compliance with ttehe2020 Fted BC approved
Edition
iti `
by Debra Anne Klahr PX2300
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STRUCTURAL
DETAILS
(2) LAYERS ASTM TYPE II 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 II OR ASTM D4869 TYPE III OR TYPE IV
UNDERLAYMENT 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
TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH
12 TRUSS (SEE UPLIFT SCHED.) W/
(TYP.) VARIES METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN, SEE ROOF
NAILING SCHEDULE ON SHT.
SN1
ELEV. VARIES
INSULATION BAFFLE
ALUMINUM DRIP
EDGE
5/8" OR 1/2" HIGH
ALUMINUM FASCIA
STRENGTH CEILING
2x SUB FASCIA
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
EE SOFFIT
W/A HABITABLE ROOM
SHEET
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
8"x8"X16" KNOCK -OUT
CEILING & 8" O.C. WALLS
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
INSULATION PER
CHART ON FLOOR
8" C.M.U. TYPICAL
PLAN
1x2 P.T. HORIZONTAL
NAILER
TYPE 'IS" MORTAR
STD. 90-HOOK (SEE DETAIL)
ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C.
1/2" GYPSUM WALLBOARD
(1) #5 VERT. IN FILL CELLS
U.N.O.
(SEE FOUNDATION PLAN
71
FOR LOCATIONS)
1x4 P.T. BASE NAILER
Cl)
3 1/4" BASEBOARD
�-
MIN. 2500 PSI CONC. SLAB
Lu
a
MIN PSI MAY VARY PER
o
MUNICIPALITY.
`"'
4"x4" INSPECTION PORT AT
CONCRETE SLAB W/ 6X6
EACH FILLED CELL TYPICAL
W1.4XW1.4 WWF OR
AT GARAGE, CONTRACTOR
"FIBERMESH"
TO CUT BLOCK OR POUR
7
CURB DUE TO SLOPE
00 �
-44 III III==1
D
6 MIL VAPOR
BARRIER
IIII I
e�
I
I III
I
COMP, SOIL.
III
(COMPACTED TO 95%
—I I
I I =III=III
I I=
MODIFIED PROCTOR
III
I I III=III—I
I
I I
NOTE: EXTEND DECO FINISH
ASTM D1557)
4" to 6" BELOW GRADE
(2) #5 REBAR CONT.
3" MIN.
CLR.
ON 3" CHAIRS TYP.
V-4" (1 STORY)
STD. 90 HOOK
U.N.O.
4"
V-8" (2 STORY)
(SEE DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" = 1'-0"
S3
OPT: DEPRESS SLAB 5%"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE PAVERS SLAB 14" O.H.D. RECESS � z
_- "T III-1 I I-'
° 4" 100 d.
III III
'.. I —III=
SEE A/S3 OR J/S6—"`IL1T I I II i II I I,, III F i111=
FOR REINF. INFO. L 3" MIN. CLEARANCE
1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1' 8" (2 STORY)
GARAGE DOOR SLAB RECESS ri
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.)
i D
-III—III—III=1 m °
I —III —III —III I °��
I' I I III I I I III I I I I I I
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.11)
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
APPLICABLE.
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE E
CV
6x6W1.4xW1.4
WWF OR FIBERMESH
11=III—III=III o
I III —I I —III —I r
TYPICAL INTERIOR BEARING
WALL w/ OUT UPLIFT GG
SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
3/8" MORTAR BETWEEN
SLAB & BLOCK
CV
ELEV. 0'-0"
7E �=LL�Z I d a 4 . .. °. A.F.F.
d. eR
d. . V
a . ° °.A a' d ELEV. -0'-3 1/2" z
°'. d 4 2x4 CONT. ° ' ° A.F.F. o
d °LL
�° _
d dO d d q� o
N Qo d. li
GARAGE DEPTH VARIES ° °
GARAGE SLAB AT STEP B
SCALE: 3/4"=1'-0" S3
2x S.P.F. STUDS @ 16" O.C.
2x STUD
LOAD BEARING OR
EXTERIOR WALL
8" C.M.U.
1"x P.T. STUD
#5 VERT. IN FILLED CELL
SEE CC/S3 OR
N
G/S3 FOR ANCHOR
BOLT INFO.
5/8"x6" "J" BOLTS BOLT
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 114" TAPCONS
*SIMPSON SP1
SPACED EVENLY
w/ (10) 10d NAILS
04
2x P.T. PLATE
TYP
ASSUMED FINISHED
'
GRADE
MONO OR STEMWALL
z
FOOTING MONO SHOWN
°
o
FOR CLARITY
p °;
° D '
° . , 1=I00
II=III=III=III=III=1
NOTE:
D ° I
° p u .
g III=111—III=III=III—III
—III —III —III —I i i—III—I I
N
FOR BEARING WALL
I=III=1
I I=1 11=1 I I=1 11 i-T
W/ UPLIFT ONLY
I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1
11=1 11=1 11=1 1 1—
FRAME WALL
"—1 i I —I I I_I I I III ;III H I I I I I I I I I I III I ,III III..III=11
TO C.M.U. WALL CONNECTION
i
�D>
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
SLAB INFORMATION.
6x6W1.4xW1.4
3 1/2" WWF OR FIBERMESH
min. 4
° ° e
GRADE
`°
-1 11= 11=III=III=III=III III I I I I I (1) #5 REBAR w/ OPT.
i—III—III—I I1= I1= I=1 1= I1-SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE C—L
SCALE:3/4"=V-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS d
N �
M
N °
T d
M �... •.. .d:�
..
1=1 I
L�III rl.
SEE A/S3 OR J/S6---
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS J
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD.
5/8"OR 1/2" HIGH STRENGTH /7.
(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" O.C. W/
2"°x3/16" PLATE WASHER (TYP.)
(ALT: 1/2"x12" TITEN HD @ 24"
O.C. OR 5/8"x10' WEDGE ANCHOR
@ 24" O.C.) 2"
3 1/2" MIN.
' D
00
p.
3 1/2"(min.) - 4" 11=III-._ p —III I I I —I I I-
-III —I
'—III �II_I .III=III=III=III III —III
(2) #5 CONT.l -11 , IIIII IIII IIIII IIII 1- ,
4" V-4" 8"
U.N.O. MIN.
TYPICAL BEARING WALL (a STEP as SHEARWALL
"SHEAR WALL"
SCALE: 3/4"=V-0"
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 10'-0" (R302.11)
INSULATION PER CHART ON FLOOR PLAN
SIMPSON SP1 w/ (10) 10d NAILS
2x P.T. BOTTOM PLATE
6x6W1.4xW1.4
WWF OR FIBERMESH
fig1 /2"(min.)- 4"
N�
5/8"OR 1/2" HIGH STRENGTH —
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS
5/8"° x 10" "J" BOLT @ 24" O.C. w/
2"°0/16" PLATE WASHER (TYP.) -
(ALT: 1/2"x12" TITEN HD @ 24"
O.C. OR 5/8"x10' WEDGE ANCHOR
@ 24" O.C.)
"SIMILAR AT FOUNDATION ONLY"
IF NOTED, THIS REFERS TO THE
STEP, SIZE OF FOUNDATION AND
REINFORCEMENT AND WILL NOT
INCLUDE THE WALL
ATTACHMENTS
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 10'-0" (R302.11)
—INSULATION PER CHART ON FLOOR PLAN
—SIMPSON SP1 w/ (10) 10d NAILS
/2x P.T. BOTTOM PLATE
6x6W1.4xW1.4
WWF OR FIBERMESH
co
D °p,
31/2"(min.)-4" =11_I� III _ -III Illll�ll
'' =11 II � III I I. I I I 1=1 I I-1 I I -III I I II I II I I� II''I
(2) #5 CONT.
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP
SCALE: 3/4"=V-0"
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
APPLICATION
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
o 0 s
5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH,
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
,
K.O. BLOCK
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP 124" MIN. LAP] #5 REINFORCING
FIBERMESH
WEEP SCREED INSTALLED
BAR
"
PER MFR INSTRUCTIONS
Z
#3 OR #4 REINFORCING BAR
#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
N d• ° D " ' D
° D
FINISH GRADE 00
[GRADE 60 MIN. Fy= 60ksi]
.p D'
— =I—
25" MIN. LAP [30" MIN. LAP]
_ 6 MIL VAPOR BARRIER �I
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#5 REINFORCING BAR
III D.
I —III —I 1-1 I I —III r
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COMP. SOIL. (COMPACTED TO II -•-° _ 11=III=IIINl
95% MODIFIED PROCTOR ASTM �— —III—III— 1 I —I I—III=III-1 I
D1557) -III IIIIII��IIII�IIII��IIII��IIIII�II�I-1�
4" V-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
P.T. 2x 1/2" GYP. BD.
ZHOLD GYP. BD.
1/2" FROM SLAB
0'4' J CONT, BEAD SEALAN
< a.
INTERIOR
:ONCRETE NAILS W 1 1/2'
MBEDMENT @ 12" O.C.
;TAGGERED, FROM BOTTOM
LATE TO CONCRETE
01N. SHEAR 180# MIN.
ENSION 120#) CONCRETE SLAB
_ <4
00 .S
M 6 MIL VAPOR — T'-
BARRIERI
4 4"
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=V-0"
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
CONT. BEAD SEALANT
d
6x6W1.4xW1.4 c`I
WWF OR FIBERMESH
°
K
S3
10"
#6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE
REBAR DETAILS rF
SCALE: N.T.S. S3
FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
10d NAILS TO TRUSS TOP CHORD
SEE PLAN FOR AT 24" O.C. MAX.
TOP OF BEAM
(2) HTS20
29 MKS
w 2x4 P.T.
PLATE
O.S.B.
COLUMN LOCATION
SEE DETAIL 16/D1 FOR
COLUMN TO PORCH SILL
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM
ATTACHMENTS
0'-0" FIN. FL
z
w O
� w
J
w
o w
W
V)
v
M
SEE ROOF PLAN
FOR TRUSS
CONNECTION INFO
& LAYOUT DESIGN
SEE ROOF PLAN
FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.S. SHEATHING
ATTACHED PER NAILING
SCHEDULE
SEE PLAN FOR STRUCTURAL
COLUMN SIZE AND BASE
CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"0" TAPCONS AT 8"
O.C.
TRIM PER PLAN
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
BRICK PAVERS or SLAB PER
COMMUNITY SPECS
iipi/� i,�✓,.psi,✓
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
END OF 2" x PLATE
D
—III—III—III
(2) #5 CONT. —I
ON T' CHAIRS
(TYP.)
8" V-4"
1/2"(min.)- 4"
CC
S3
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
1 U-0" (R302.11)
112" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24 "
O.C. WI 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6x6W1.4xW1.4 N
WWF OR FIBERMESH
II —III —III —III- o
III I11=III=1I1=' r
N
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT G
SCALE: 3/4"=1'-0" S3
VAKItb
1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
S.G.D. (U.N.O.) WWF OR FIBERMESH
e.
aTI=I I 1=1°
a II 1=1II-II1: N
---- dCID
NI111
co I I d. -III.
SEE A/S3/J/S6
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS S.G.D. M
SCALE:3/4"=V-0" S3
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS
TO FOUNDATION PAD _ d
CONT. FOOTING STEEL MAT REINFORCING. r '
00 GRADE a ' ° M
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PAD REINFORCEMENT-7' -III—III—I i
3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL N
SCALE: N.T.S. S3
JUN 2 7 2023
Virtual Review Assist. Inc.
Puns Review completed and approved
for compliance with the 2020 FBC 7th Cdi "
b0ebra Aline Mohr PX2
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STRUCTURAL
—J
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
it
SEE PLAN FOR SIZE
2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
V
EVENLY
HEADER FLUSH TO OUTSIDE OPTION
^OUBLE 2x TOP
PLATE
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2x HEADER
PER PLAN
vARiES 2x BOTTOM PLATE W/ (1) 10d @ 8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAILrT'�
SCALE: N.T.S. SL�
12
(TYP) SEE ELEV.
SIMPSON SP2 w/ (12)10d
NAILS AT EACH STUD
+++ +
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE II
PLATE W/ (2) 16d TO �I
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10) 10d
NAILS AT EACH STUD •
2x P.T. PLATE
ij/
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
Eq
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90^ HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
(3) 10d TOENAILS T&B
AS REQ'D
—2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3)10d NAIL
BLOCKING (TYP.)
PROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA. EXTENSION -
SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
MIN. EXTENSION FROM
EXTERIOR FACE OF BLOCK
WALL IS 1 1/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
DRAIN
WALL CLEAN -OUT rA
SCALE: N.T.S. S4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW B
S4
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J
e °..
d
8" STD. 90 HOOK 8"
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O.ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
ff
NOTES:
1 FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
G
S4
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL
'REENIN, I
0
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
MOUNTING BASE NOT SHOWN
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
FOR CLARITY SEE DETAIL
MOUNTING BASE SHOWN
IN POSITION
K/S4
GARAGE ENTRY FORM DETAIL
SEAT FOR BLOCK IS POURED i
2x6 MOUNTING BASE
SCALE: N.T.S.
IN PLACE CONCRETE
GARAGE FLOOR SLAB
C.M.U.
GARAGE DOOR TRACK MOUNTING BRACKET
TROWEL FINISH SEE
�8x8x16
71
GENERALNOTES
SLOPE FORWARD
GARAGE DOOR ROLLER GARAGE DOOR TRACK
FOR DRAINAGE
CONNECTION ASSEMBLY
GARAGE FLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
°
SCALE: N.T.S.
d
C
a °
SEE PLAN FOR FOOTING
POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E
DIMENSIONS
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
GARAGE ENTRY FINISHED MASONRY DETAIL
P
SHED FORWARD THIS DRAWING.
SCALE: N.T.S.
S4
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/8" 8" 7 5/8" 8" 7 5/8" 8"
❑ SOLID AREAS ARE ❑ ❑
❑ STEEL AND GROUT ❑ ❑
INTERIOR
WALL ❑ ❑ ❑
CL ` DOOR OPENING DOOR OPENING
IL
EXTERIOR ❑
WALL ❑ ❑ ❑
1ST COURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 1 V DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRY LAYOUT rD
SCALE: N.T.S. SL�
sFF 1 O
A� Gji
N
2x CRIPPLES @
16" O.C. W/(2) 12d
TOENAILS T/B
SIMPSON SP4 / 6
SOLID AREAS ARE
STEELAND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING —rt
VERTICAL JAM
5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2x6P.
J-BOLT
TRACK
BRACKET
FOP
a
iARAGE
OOR
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK K
SCALE: N.T.S. S4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
SIMPSON
1'-4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9' -16'
(3)
(4)
(2)
(4)
(2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"x10" OR
t� GREATER HEADER
W ( )
\—(2) 2x HEADER SEE PLAN
10dx11/2"AT EA
STUD (USE SP6 FOR
• INTERIOR HEADER:
2x6 WALL, USE SP8
S4
(1) 2x SILL PLATE W/ (2)
FOR 2x8 WALL)
12d TOENAILS
BOX HEADER
• EXTERIOR HEADERS:
10d NAILS @ 8"
ONLY
(1) 2x SILL PLATE W/ (2)
0/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) 10d x 1 1/2" EACH
SIDE
2x STUDS TYP.
OD SIMPSON HTT4 TYP.
OO �R U.N.O. SEE N/S4
F��NO ** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
INTERIOR WALL HEADER DETAIL Q
SCALE: N.T.S. SLI
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12 TRUSSES @ 24" O/C
�(Ty
P.) SEE ELEV. UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
• RESISTIVE BARRIER-, �I
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING ( )
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
---
SIMPSON HETA20 wl (8) 10dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
•
L
IN KO BLOCK AT EA, STUD
MAIN SPAN
ROOF TRUSS
MOISTURE BARRIER
—UPLIFT CONNECTOR
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 90' HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
_ SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
W
—y /8"x10" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
Z
P
SIMPSON SP4
PE
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
LINTEL
SCALE: N.T.S.
/— PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 10d @ 3" O.C. (14
• SPLICE NAILS TOTAL) EA. SIDE OF
. ga,�PLICE STAGGERED
rMi
�!J
\ �10d @ 8" 0/C
ATTACH ALL J
EXTERIOR STUDS
W/ (4) 16d TOENAILS
TO TOP PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S. S4
F= 2240 LBS �7
SIMPSON
( P.T.
ATE
TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
0
dzaw
2x TOP PLATE —/ U)
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
V
O.C. MAX,
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF, INFO.
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL j
SCALE: N.T.S. S4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
3 (4565# SPF)
> (5645# SPF)
i (6970# SPF)
)S (9335# SPF)
N. 8"
PDXIED A.T.R.
t&NUT
'OXIED A.T.R.
2&NUT
OXIED A.T.R.
2&NUT
SIMPSON SP4
ROOF TRUSS ABOVE
2X TOP PLATE 2
OVERLAPPING X BLOCKING
011vwraviv or4
SP2
SIMPSON
SP1
SIMPSON
SP4
10i
ST
J
M.
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/S1 FOR
ADDITIONAL DETAILS
RECESS
LINTEL
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
a
d 2X8 P.T. BOTTOM Pr E
SIMPSON SIMPSON
SP4 SP2
NAILED INTO
TRANSOM
FRAMING
SIMPSON
SP1 SIMPSON
SIMPSON SP4
/ SP4
WE
I NAILS @ 6"
4GGERED
3OLTS @ 24" O.C.
%X
2X P.T. PLATE
5/8"x10" "J" BOLT @ 24" O.C. MAX. B
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON
SP4
2X8 P.T. BOTTOM
PLATE
5/8"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
0
C
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 2'-0" O.C.
MASONRY WALL
10d NAILS @ 4 A 10d NAILS @ 6" O.C.
STAGGERED S GG E
TA ER D
TRANSOM FRAMING
0 o BEYOND.
-PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING
& 8" O/C FIELD
S4
B
• SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
• SIMPSON SP2 w/ (12) 10d NAILS MASONRY-5/8"X10" J-BOLTS @24" O.C.
• SIMPSON SP1 wl (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: N.T.S. S4
JUN ,2 '7
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Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
b7 Debra Anne Klahr PX2300
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STRUCTURAL
DETAILS
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"
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END,
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL w/ (2) 16d NAILS
45°±
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS)
IF >9" SEE 1 O/S6
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45' ±
SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO
BRACE
SCHEDULE FOR
APPROX, 8" FROM
SHEATHING DETAIL
2x4 KICKER
2x8 SYP#2 "L" BRACE TO
RIDGE FASTENED AT
�° 8'-0" 0/C.
EXTEND AT LEAST 90% OF
,
EACH JOINT W/ (3) 10d
"L" BRACE TO EXTEND
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.
GABLE TRUSS
EACH JOINT w/ (3)10d &
.
FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)1 Od TOE NAILS @ EA.7
'�
BLOCKING
'
7/16" OSB SHEATHING
END
ATTACHED W/ 1 Od
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
OSB SHEATHING ATTACHED
1OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 1 Od NAILS @ 6" O.C.
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD L
EDGES AND 12" O.C. FIELD
PC
INTO 2"x6" P T PLATE
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) 10d & (2) 10d
TOE NAILS @ EA. END
2x FRAME WALL (SEE WALL
SECTION FOR SIZE & SPACING)
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.G. EDGES
AND 12" O.C. FIELD
(2) 16d NAILS
2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
WEEP SCREED THE FIRST (4) ROWS OF TRUSSES
FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT 48" O.C. 2x4 "T" ON TOP OF PANEL
INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
@ 48" O.C. BLOCKING, FASTEN WITH
SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS
MOISTURE BARRIER 1Odx3" @ 4" O/C
1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
(SPACE
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS
NOTE: IF EMBEDDED
1 Odx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24"
1
GABLE WEB SECTION 2
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
�'iV
EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
S5
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
REFER TO DETAIL J
N
N
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
`o
SEE STRUCTURAL
CHORD BLOCKING
N
NOTES AND NAILING
INFORMATION
CO
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w/
1 1
1/"
(2) 16d NAILS
WOOD TRUSSES
60
00
2"x4" CROSS BRACE
APPROX. 8" FROM
2x4 RAT RUN BRACING
t12
1
1 2It
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
EACH JOINT w/ (3)
BOTT. CHORD FOR 4
& (@Jl�
TOE
TRUSS SPANS
NAILS
NAILS @ EA. END
EA
ATTACHED W/ 2 -16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" O/C FOR THE
(2) 16d NAILS
- 2x4 BLOCKING @ 24"
(D = 0.148", L = 3") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207� , L = 4 1/2) OR EQUAL
FIRST (4) ROWS OF
0/C w/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
AS SHOWN FOR 3-PLY)
2x4 LEDGER (MATCH BOTTOM CHORD
SLOPE OF ADJACENT TRUSS)
SECTION 3
SCALE: N.T.S. �S5
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING
DETAIL
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT w/ (3)
10d & (2) 10d TOE
NAILS @ EA. END
2x4 PANEL BLOCKING
@ 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 10/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/ 10d NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
-2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1Odx3" @ 4" O/C
SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO
TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C.
DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od
NAILS AT EACH STUD
} STUD WALL (SEE TYP. SEC.)
SECTION 4
SCALE: N.T.S. S5
MAX. 9"
UNSUPPORTED, 8d @ 6"0/C
IF >9" SEE 1O/S6 r-WOOD TRUSSES
"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1Od NAILS @ 6" O.C.
SIMPSON HGAM10KTAw/ (4)
E ES AND 12" O.C. FIELD
1/4"x1 1/2" SDS SCREWS TO
JACK TRUSS
BLOCKING & (4) 1/4"x2 3/4"
SEE PLAN FOR
TITEN TO CMU
CONNECTION
OF THE LAST LAMINATION
2x4 "T" ON TOP OF PANEL
EXT. WALL CONN.
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FASTEN WITH
1Odx3 @ 4 O/C
L-2x4 BLOCKING W/
(2) 12d TOENAILS
NON - LOAD BEARI G LOCATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
D
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SECTION
g
SEE TYP. WALL SECTION FOR SCALE: 3/4" S5
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $
ADDITIONAL INFORMATION.
SCALE: N.T.S. S5
SCALE: N.T.S.
S5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS) TOENAIL
(2) 16d NA
(2) 16d PER
JOINT
I— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL J
SCALE: N.T.S. S5
12"
SH SCHEDULE
LTTACHMENT
i SYP BLK'G @ 16" O.C.
i x 0.131"
AILS EA. SIDE
. 2x4 #2 SYP w/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL 10.
SCALE: N.T.S. S5
GABLE END BRACING DETAIL
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/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2) 1Od
TOE NAILS AT EACH END @
24" O/C (TYP)
•
0
z
w
\-BRACING w/ (3) 1Od x 3" AT
EACH CONN. @ 24" O/C
—MOISTURE BARRIER
-BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
"L" BRACE
24"
0'0" - T-0"
T-O" - 6-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4,.x1 1/2" SIDS
^^ ^
"1VIV I . DCFIRIIVU `
GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
2x4 BLOCKING 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL 5
SCALE: N.T.S. 55
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED 16d NAIL
W/ 10d NAILS @ 4" O.C�
TYPICAL
GABLE TRUSS WEB J
SINGLE "L" BRACING DETAIL 6
SCALE: N.T.S. S5
DIAPHRAGM
BLOCKING @
48" O/C GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" "L" BRACE J
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S. S5
20'-U" MAX 2U'-U" MAX
"X" BRACE SEE DET, J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
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BAYS
THAT MY BE REQUIRED
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2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
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BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30 0 SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
VR/\
Virtual Review Assist, Inc.
Plans Review completed and app
for compliance with the 2020 FBC 7t
by Debra Anne Klahr PX2300
JUN Z 7 202
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STRUCTURAL
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1/4" MAX 2'-0"
SOLID BLKG. AT TOP BTWN.
ARCH BLKG, & BUCK ----
DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER —1x4 1/2" DRYWALL
TO PRODUCT P.T. TO PRODUCT
APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4
1x4 P.T. 3/16" 0 X 3" LONG
3-1/4" LONG X 3/16" O FURRING FURRING
TAPCONS
TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
BLOCK@ SPACING „ O.C. 2-ROWS INTO
PER MANUFACTURE DETAIL MASONRYTHROUGH
1x4 P.T. & 1x8 P.T.-1�2n DETAIL
DOOR JAMB (REFER *4"2X8
i�l
1/2" DRYWALL
TO PRODUCT
APFROVAL FOR CON
X4
(2) ROWS 3/16" x 3-1/2FURRING
TAPCON @ 16" O.C. &
FROM EACH END w/ MIN. 1X8
2" EDGE DIST. ATTACH
1x8 w/ (2) ROWS 8d NALS 3" DETAIL
STAGGERED @ 12" O.C.
3/16" x 3 -1/2"
1x4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
APPROVAL FOR CONN. 1x4 1/2" DRYWALL
EACH END W/ MIN
DOOR JAMB (REFER*2"
TO PRODUCT
TO PRODUCTDGE DIST.
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16"APPROVAL
FOR CO
(2) ROWS 3/16 x 3-1/2
x 3-1/2" TAPCON @ 16"1x4
O.C. & 4" FROM EACHTAPCON
@ 16" O.C. &
FURRY
END w/ MIN. 2" EDGE DIST.4"
FROM EACH END w/ 2x8 P.T,
ATTACH SECOND PLY w/.T.
AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 10dx3° 2x8
2 DETAIL
2 1 /4" DETAIL
STAGGERED @ 12" O.C. 1_11A11 nPTOI I
X
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
SCALE: N.T.S. SS
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 31/4" 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 45A DIAGONAL (4) 10d NAILS INTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL J
SCALE: N.T.S. SS
SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
— 2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA, END
PROVIDE TAPCON WITHIN
4" MIN, OF BRACE
START OF ARC
4' MAX. RAD.
2
x 8 BUCK - CONNECT TO BLOCK SECTION
WITH
1/4" x 31/4" TAPCON (1 1/4" MIN, B-B
1/4" MAX EMBEDMENT INTO K.)
2"-0" 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) 10d
NAILS AT EA, END —
PROVIDE 2 x 8 DIAG. BRACE BT
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
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, SCREW
ANCHOR INTO ARCH BLKG.
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
B-B
ARCH DETAIL K
SCALE: N.T.S. SS
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN, OF START OF
ARCH
START OF ARC
4' MAX. RAD,
PROPER INSTALLATION MAX, s
FILL SOLID
BOTH CELLS
#5 REB
(TYP,)
STD. 90'
HOOK (1
V Ella
�g 1
7/
+5,
NOTCH WEB AT
FIRST 2 COURSI
CAPACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4'Y2" 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 ALL
(5) 12d NAILS SIMPSON i
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
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.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS,) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING, INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
* PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
•'
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
'
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
''
'"'".I 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 R160
I)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY---/ /
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
Q.C.
SECTION @ ENTRY L
SCALE: 3/4" = V-0" SS
(1) #5 BARS CONT.
TOP WITH MIN. 3"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
COVER 6"-0" I F.F.
_ p
D
I M I 1=I I I=I I I=I I I=I I
e ° 1=1 11=1 11 EI I I, . ,,III I I I
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a
M p .
z
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(2) #5 REBAR. MIN, 3"
16" MIN. 11 COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-0"
FILLED CELL PER
FOUNDATION PLAN
�R
YP.)
THE
:S
I IAIAPf-1CDTARI C IAICTAI I TInKI
FILLED CELL INSTALLATION H
SCALE: N.T.S. SS
SEE. ARCH PLAN AND
PRE-IENCi TRUSS DESK-4-4
SEE NO TE' IFLt7W
— 2x SUB FASCIA
-- / ALUM DRIP EDGE
BRG WALL TfFP_ ALUMFASCIA
Pf R PLANI �. r, - 1-314' TRIM PAINTED
P `HPN L, -+_- a t ,IIAILwo' aII HEAD
-1A t�'�4 0,C
FASTENEDPER I - -
N TE 22BELL C T 1,'EN € EI OR, SOLID SOFFIT
CON7 ZK4 NAILED TO - L 2x BLOCKING NAILED TO TOP
BLJCKO-IG M 12d NAILS;;-1 CHDRIO Est1 F;Y OTHEI } TRUSS
W; ,3-1 2d kAIL3, TYP. (`=j
1 G.CJ BUILDER TO VEP.TFYiPI 0'v'IDE SOFFIT MATERIAL SPAN CAPACITIES BASE:
ON 1 H:-::DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRIT ERA ON SHEET SN.
2 FOR 841)FFIT A11ACHNIFN [ ATWA L (PER P.I_P'HA Al.0 NI 9N(; FL# IK,44 R5 FL
PRO UCT APPRO' ( F CHANNEL FASTENED TO'.
MU W T NAIL 097 Dik @ 24" 0 f w56" MIN EMBEDMENT
V4D( D= wa (3) 'I, GA, 314 x1,^4" CROWN+' 4 STAPLES (, 24'" NIAA;. &C. IN DIAfOOND
PATTEP11
SUB FASCIA v 15 GA. 314114' CROWN STAPLE @ ACH GROOVE
STRUCTURAL SOFFIT
SFO 1 SCALE: 3I4" - V-D" ('�*I FI iR ,N•;�.I iNoIINUt,4I IM I:,IFFITS WITH SPANS
RE*i. CIS."„N3 21 � I'-d , IINSTAi I ID SPAN BLOC ING PER
THE S. )FPIT FL PA INSTALLATION CRITERIA
'REFER TO THE PRODUCT APPROVAL F INSTALLATION DETAILS.*
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
* DOUBLE 2x4 SCAB FOR 2'-6'" TO 4'-0" O.H.
k0 (2) 10d NAILS @ 8" O.C.
�FRly TO TRUSS TOP CHORD
+ �F
+ + IVGTH PLYWOOD SHEATHING
+ + BLOCKING AS
+ REQUIRED
TO SUPPORT
TRUSS + + SOFFIT
+
2X4 SYP a ® +
EACH TRUSS
CONNECTOR
SEE LINTEL
SCHED.
/
CENTER SOFFIT
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 M
SCALE: 3/4" = V-0"
SS
SIMPSON HTT4 w/ (18) 10d x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 6
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCAT F. 3/4
QCC cuCCT n7 Akin
z
0
LL
0
W
LL
-
Z)
0
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
AND NAILED W/ 8d COMMON @
A
2X BOTTOM PLATE W/ 8d @ 4"
6" O.C. EDGES AND 12" O.C, FIELD
O.C., 2 ROWS STAGGERED
2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
A ._.
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/41 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 SCALE: N.T.S.
FILL 1st 4 COURSES
SOLID W/GROUT
a
FOR OVERHANGS BETWEEN OVER 1 1/2" •a1 "•
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS. ° ' ' •a''; ''.'
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
1 t-0t' 51
-01
1
INISH
° ° " #5 BAR
p 1.0' ® ° ° CENTERED W/
90' H' u
o ° IN TOP o
KNOCKOUT / &4
_ _ ° CHAIR BLOCK
MONO FOOTING _ D
SIZE AND REINF. PER PLAN
°
AND SECTION DETAILS -I
CLEAN FILL I o °
DIRT 71D z
STANDARD o
0 N
45 BAR IN 90' HOOK
FILLED CELL-
®®
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING REINF. AND STEMWALL
SECTIONN DETAETAILS
SCALE: 3/4" = V-0"
DTE: 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 (2) #5x6' IN CONC.
to M FILLED CELL
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
4" SAW CUT
EXISTING FOOTING A SECTION
j SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N,T,S. UN 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- RETRO FIT
ENGINEERING
SPECIFICATIONS
PRODUCT DESCRIPTION
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
MATERIALS GAS FIXTURES - BTU SCHEDULE
• F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 1A T S COOKTOP:
• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 190 PVBURNER BTU RATINGS (000'S/BTU) - LP GAS (1) 18.0; (1) 12.0; (1) 9.5; (1) 5.0
• F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 B) BURNER BTU RATINGS (000'S/BTU) - NATURAL GAS (1) 18.0; (1) 12.0; (1) 9.5; (1) 5.0
• GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 GAS DRYER:
• MORTAR PER ASTM C270 TYPE M OR S A) GAS (BTU/HR) 22000 FACTORY -EQUIPPED FOR NATURAL GAS.
GENERAL NOTES
1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
2. SHORE FILLED LINTELS AS REQUIRED.
3. INSTALLATION OF LINTEL MUST COMPLY WITH
ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS.
4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG
NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL
REINFORCING AND GROUTING.
5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL
DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A
NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE
BOTTOM OF LINTEL CAVITY.
7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE
BOTTOM STEEL FOR MECHANICAL ANCHORAGE.
SAFE LOAD TABLE NOTES
1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING.
EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE
REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2
INCHES.
2. N.R. = NOT RATED,
3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD.
4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD
REBAR.
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY
THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED
MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU
ON PAGE 4.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN
8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM
THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM
RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF
SUPPORT.
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
GAS TANKLESS W-i:
8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN C MFgSjIT1 (MAXIMUM)
LIEU OF CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN
318 AND ACI 530
10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS.
03-0605.05 AND 03-0605.04
11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR
CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO
APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED
COATING.
12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR
UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR
THE COMBINED LOADING WITH THE FOLLOWING EQUATION:
APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0
SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE
LOAD FROM NEXT LOWER HEIGHT.
9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM
NEXT LONGEST LENGTH.
10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN.
12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT
REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE:
T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15%
REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
For Gravity, Uplift & Lateral Loads
4AST404"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
SUS
0-0B
8F12-0B
8F16-0B
8F20.0B
8F24-08
8F28-0B
8F32-0B
8F8.1B
8F12-1B
8F16.1B
8F20-1B
8F24-1B
8F28-1B
8F32.113
2'-10" (34") PRECAST
2231
3069
4605
6113
7547
8974
10394
11809
3069
4605
6113
7547
8974
10394
11809
3'-6" (42") PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3069
4605
6113
7547
8974
10394
11809
4'-0" (48") PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
2693
4605
6113
7547
8974
10394
11809
4'-6" (54") PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
2189
4375
6113
7547 7
8572
10294
11809
6-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
1663
3090
5365
17547 36
7342 19
8733 19
10127 19
5'-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168 45
6036 19
7181 19
8328 20
6'-6" (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
10394 37
8825 14
7'-6" (90") PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467 44
6472 15
9'-4" (112") PRECAST
554
699
1160
1625
2564
3486
2818
3302
752
1245
1843
2564
3486
4705 37
6390 47
10'-6" (126") PRECAST
475
535
890
1247
2093
2777
2163
2536
643
1052
1533
2093
2781
3643 38
4754 45
11'-4" (136") PRECAST
362
582
945
1366
1846
2423
3127
4006
582
945
1366 1
1846
2423
1 3127
4006
12'-0" (144") PRECAST
337
540
873
1254
1684
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13'-4" (160") PRECAST
296
471
755
1075
1428
1838
2316
2883
471
1 755
1075
1428
1838
2316
2883
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002 1
1326
1697
1 2127
2630
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
164" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2058
2320
2513
17'-4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR300
548
950 1
1326
1609 1
1849
2047
19'-4" (232") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
235
420
750
1037
1282
1515
1716
21'-4" (256") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
1468
22'-0" (264") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
165
315
550
784
1047
1285
1399
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR129
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
4AST-C4q4"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU6
8RF6.OB
8RF10.OB
SRF14-OB
SRF18.OB
8RF22.OB
8RF260B
8RF30.OB
8RF6.1B
8RF10.18
8RF14.1B
8RF18.IB
6RF22.1B
8RF26-IB
8RF30.1B
4'-4" (52") PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1891
3699
5206
6639
8060
9479
10893
4'-6" (54") PRECAST
1494
1596
3063
2992
3968
4946
5924
6904
1756
3699
5206
1 6639
8060
1 9479
10893
5'-8" (68") PRECAST
866
920
1770
1716
2277
2839
3402
3966
1167
2481
4567
6389
8060 34
791719
931119
5'-10" (70") PRECAST
810
859
1653
1600
2124
2649
3174
3700
1113
2342
4242
6639 10
8060 39
7402 19
8706 19
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
9448
7360
901
1825
3120
5048
7915
9479
10893 32
7'-6" (90") PRECAST
669
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
8998 19
10893 48
9'-8" (116") PRECAST
411
466
999
1568
2253
3129
4091
3146
526
999
1568
2253
3129
4150
5891 47
SAFE LATERAL LOADS FOR
A" PRECAST & PRFSTRFSSFD 11-1 INTFI S
C,owr-CR�
SAFE LOAD
PLF
TYPE
LENGTH
8U8
8F8
REINF.
CMU*
2'-10" (34") PRECAST
1293
1642
2135
3'-6" (42") PRECAST
1025
1024
1830
4'-0" (48") PRECAST
765
763
1365
4'-6" (54") PRECAST
592
591
1057
64" (64") PRECAST
411
411
734
5'-10" (70") PRECAST
340
339
607
6'-6" (78") PRECAST
507
721
483
T-6" (90") PRECAST
424
534
357
9'-4" (112") PRECAST
326
512
227
10'-6" (126") PRECAST
284
401
178
11'-4" (136") PRECAST
260
452
152
12'-0" (144") PRECAST
244
402
135
13'-4" (160") PRECAST
217
324
109
14'-0" (168") PRECAST
205
293
98
14'-8" (176") PRESTRESSED
N.R.
284
89
164" (184") PRESTRESSED
N.R.
259
82
17'4" (208") PRESTRESSED
N.R.
194
63
19'-4" (232") PRESTRESSED
N.R.
148
51
21'-4" (256") PRESTRESSED
N.R.
125
42
22'-0" (264") PRESTRESSED
N. R.
116
39
24'-0" (288") PRESTRESSED
N. R.
91
33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
A" PRECAST w/ 2" RFCFSS DOOR U-LINTELS
•-v T,.
SAFE LOAD
PLF
LENGTH
TYPE
8RU6
8RF6
EINF'
4'-4"
(52")
PRECAST
758
757
1365
4'-6"
(54")
PRECAST
694
693
1249
5'-8"
(68")
PRECAST
408
407
734
5'-10"
(70")
PRECAST
382
381
687
6'-8"
(80")
PRECAST
595
788
510
T-6"
(90")
PRECAST
509
674
393
9'-8"
(116") PRECAST
370
490
227
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
CAST-CRera
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8F8.1T
8F12-1T
8F161T
8F201T
8F241T
8F281T
8F321T
8F8.2T
8F12-2T
8F16.2T
8F20-2T
8F24.2T
8F28.2T
8F32-2T
2'-10" (34") PRECAST
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
9608
T-6" (42") PRECAST
1569
2524
3547
4569
5591
6613
7636 1
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
5'-4" (64") PRECAST
1016
1632
2290
2949
3607
4265
4924
1016
1632
2290
2949
3607
4265
4924
5'-10" (70") PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3897
4498
6-6" (78") PRECAST
835 12
1340
1880
2419
2959
3498
4038
835
1340
1880
2419
2959
3498
4038
7'-6" (90") PRECAST
727 23
1021
1634 12
210 11
2571 10
3039 10
3508 9
727
1166
1634
2102
2571
3039
3508
9'4' (112") PRECAST
591
680
113 15
147115
181 15
2152 16
2494 15
591
851
1326
1705
2084
2463
2842
10'-6" (126") PRECAST
530
552
91415
118 15
145815
1732 15
2007 15
530
686
1183
1526
1865
2204
2544
11' 4" (136") PRECAST
474
485
798(16).103415
127215
151015
1749 15
494
599
1028
1422
1738
2053
2369
12'-0" (144") PRECAST
470 9
441
723 14
936 14
1151 15
1366 15
1582 15
470
543
928
1349
1649
1948
2247
13'-4" (160") PRECAST
41815
373
606 14
783 14
962 14
114114
1321 14
428
455
770
1145
1444
1718
1993
14'-0" (168") PRECAST
384 15
346
559 14
723 14
887 (14)
1052 14
1216 14
410
420
709
1050
1434 8
1694 8
1954 7
14'-8" (176") PRESTRESSED
239
323
519 13
671 13
823 13
976 14
1129 14
246
390
655
968
1324 8
162 11
187411
15'-4" (184") PRESTRESSED
224
302
485 13
626 13
767 13
909 13
1052 13
230
364
609
897
1224 8
1562 14
1801 14
17'4" (208") PRESTRESSED
187
255
404 12
520 12
637 12
754 12
872 12
192
303
500
732
993 8
1268 14
1470 14
19'-4" (232") PRESTRESSED
162
222
34711
44611
546 12
646 12
74612
166
261
424
616
831 8
105714
122514
21'-4" (256") PRESTRESSED
142
198
30611
39311
48011
56711
65411
142
230
369
531
713 7
903 13
1046 13
22'-0" (264") PRESTRESSED
137
192
295 10
37811
461 10
54511
62911
137
221
354
508
681 7
86113
99713
24'-0" (288") PRESTRESSED
124
175
267 10
341 10
416 10
491 10
566 10
124
200
316
450
600 7
75612
875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO, 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
414wr-Ow"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6.1T
SRF10.1T
BRF141T
SRF18.1T
8RF22-1T
8RF261T
8RF301T
8RF6.2T
8RF10-2T
BRF14.2T
8RF18.2T
8RF22.2T
8RF26.2T
8RF30.2T
4'-4" (52") PRECAST
905
1748
2635
3522
4409
5296
6183
905
1 1748
2635
3522
4409
5296
6183
4'-6" (54") PRECAST
867
1675
2525
3374
4224
5074
5924
867
1675
2525
3374
4224
5074
5924
5'-8" (68") PRECAST
675
1301
1960
2618
3277
3935
4594
675
1301
1960
2618
3277
3935
4594
5'-10" (70") PRECAST
655
1262
1900
2538
3176
3815
4453
655
1262
1900
2538
3176
3815
4453
6'-8" (80") PRECAST
570
1012
1651
2204
2758
3312
3865
570
1097
1651
2204
2758
3312
3865
T-6" (90") PRECAST
506
797
1462(8),
1952 7
2442 6
2931 6
3257
506
967
1462
1 1952
2442
1 2931
3421
9'-8" (116") PRECAST
395
491
93112
1301 15
164015
198015
2322 16
395
589
1 1135
1 1514
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 ADEQUATE
SUBSTITUTION AT ALL LO ATIONS
E AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
F
�_ A °
> D > D
`o
c 8F16-1 B/1 T 8RF14�-1 B/0T 8F8-1 B
0 �:.:_/
° . 4
S�
D
> D
O °
8" PRECAST LINTEL W/ (1) #5 HOR CONT
D BAR & (2) COURSES OF 8" K.O. BLOCKS
c c W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
*.LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
° 4 1-1/2" CLEAR
C.M.U.
cncn C
Xo
xcn m_
u,
Q N
w U Lu ~ w 'v vn o #5 REBAR AT
0 L m o w ° a . BOTTOM MIN. (1)
cc¢o0-0�Z REQ'D
¢LL- -uj
Z UJ Q w 16 GAUGE
0 ° POWERS STEEL
U) r z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
mmmi
Q
F-
Q
Ib
Lh
Z =
59
z =
CD
C C
#5 REBAR AT TOP
-MIN. (1) REQ'D
1-1/2" CLEAR
C.M.U.
GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-PROVIDED IN LINTEL
ACTUAL (VARIES)
8 NOMINAL WIDTH
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 BM T
NOMINAL WIDTH) I QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
C
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21 Go23
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LAST PLOT DATE
•
May 4, 2023
Z
STRUCTURAL DETAIL
ELEV. A
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)#51-(1)#5U
(1)#5L(1)#5U
(0)#51-(1)#5U
(I)#5L(2)#5U
DETAIL'A'
DETAIL'B'
DETAIL'C'
(1)#51-(1)#5U
DETAIL'D'
DETAIL'B' &'C'
2'-10"
1'4"
PRECAST
2 D4.5 WIRE
2 No.3
6740
9462
9462
10000
10000
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
2912
5318
5318
5114
5114
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
2038
3722
3722
3598
3598
4'4"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
1566
2859
2859
2772
2772
414"
3'-4'
PRECAST
(2) D4.5 WIRE
2 No. 3
1453
2654
2654
2574
2574
64'
4'-0'
PRECAST
(2) D4.5 WIRE
2 No. 3
1127
2013
2013
2000
2000
5'-10"
4'-6'
PRECAST
(2) D4.5 WIRE
2 No.3
964
1636
1636
1712
1712
614"
5-2"
PRECAST
(2) D4.5 WIRE
2 No.4
796
1454
1454
1435
1435
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
639
1167
1167
1152
1152
7-8"
6'-4"
PRECAST
(2) D4.5 WIRE
2 No. 4
619
1130
1130
1115
1115
8'-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No.4
581
1062
1062
1048
1048
&4-
7-0"
PRECAST
(2) D4.5 WIRE
2 No.4
548
1001
1001
1 979
988
74"
&_0"
PRECAST
(2) D4.5 WIRE
2T No. 4
467
853
853
759
843
10'4"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
398
727
727
582
718
1 V-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
355
649
649
489
649
12'-0"
10'-8"
PRECAST
(2) No. 3
2 No. 5
329
602
602
430
602
1214"
11'-2"
PRECAST
(2) No. 3
2 No. 5
312
570
570
391
570
13'4"
12'-0"
PRECAST
(2) No.3
2 No. 5
287
525
525
337
525
IN-O"
12'4"
PRECAST
(2) No.3
2 No.5
270
449
449
286
451
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
522
522
360
499
(2) No.4
15'-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7(2) strand +
N.R.
473
473
328
455
2 No.4
1T 4"
16'-0"
PRESTRESSED
2
O No. 3
(2) 7116 strand +
N.R.
357
357
254
352
2 No.4
174"
18'-0"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
N.R.
277
277
202
281
2 No. S
20'-0"
18'-8"
PRESTRESSED
(2) No.3
(2) 7/16 strand +
256
256
188
262
2 No.
N.R.
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
219
219
165
229
2 No.
N.R.
22'-0"
20'-8"
PRESTRESSED
(2) No.3
(2) 7116 strand +
203
203
155
215
2 No.
N.R.
(2) 7116 strand +
24'-0"
22'-8"
PRESTRESSED
(2) No.3
(2) No. 5
N.R.
164
164
124
179
N.R.- NOT RECOMMENDED
DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D"
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL r LOWER LINTEL CAVITY
[8x1 j
6 L/1 U]
NOMINALWIDTH L QUANTTY OF #5 BAR
NOMINAL HEIGHT UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8 X 16 COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(0)#5L(1)#5U
(1)#51-(11#5U
(1)#5L (1)#5U
(1)#51-(2)#5U
DETAILW
DETAIL'J'
DETAIL'H'&'J'
DETAILX
2'-10"
V-6"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
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
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
4843
6687
6635
7320
5'-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No.3
3940
5211
5402
5641
6-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No.4
4350
4350
4225
4314
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
3206
3206
3063
3183
7'-8"
614"
PRECAST
(2) D4.5 WIRE
2 No.4
3071
3071
2916
3049
8'-0"
6'-B"
PRECAST
(2) D4.5 WIRE
2 No.4
2831
2831
2651
2811
8'4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
2625
2625
2421
2607
9'4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
2153
2153
1881
2139
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
1777
1777
1448
1766
11'4'
10'-0"
PRECAST
(2) No. 3
2 No.5
1568
1568
1222
1568
12'-0"
10'-8"
PRECAST
(2) No. 3
2 No. 5
1439
1439
1075
1439
12'-6"
11'-2"
PRECAST
(2) No. 3
2 No. 5
1354
1354
981
1354
13'-4"
12'-0"
PRECAST
(2) No. 3
2 No. 5
1232
1232
849
1232
14'-0"
12'-8"
PRECAST
(2) No. 3
2 No. 5
1149
1149
760
1149
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1419
1419
850
1347
2 No.
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1291
1291
775
1270
2 No.
17-4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
993
993
600
1084
2 No.
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1035
1035
478
936
2 No.
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
961
961
446
872
2 No.
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
12) 7/16 strand +
834
834
390
763
2 No.
22'-0"
20'4'
PRESTRESSED
(2) No. 3
12) 7116 strand +
720
720
366
716
2 No.
(2) 7/16 strand +(2)
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
No. 5
642
642
306
599
r•1 . Vi �•1. :A
DETAIL "H" DETAIL "J" DETAIL "K"
TYPE DESIGNATION
P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT
S-SOLD LINTEL I LOWER LINTEL CAVITY
[8xl 6-P-1 L/1 U]
NOMINAL W IDTHJ j L QUANTITY OF #5 BAR
NOMINAL HEIGHT JPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
811x12" 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) UU(0) LL
SOLID
#5 (2) U (1) L
DETAIL -DE'
DETAIL'DF
DETAIL -DE' &'DF'
DETAIL'DG'
3'-8"
2'-4"
2-0'
PRECAST
(2) 04.5 WIRE
(2) No. 3
3764
6455
5637
5637
4'-0"
2'-8"
24'
PRECAST
(2) D4.5 WIRE
(2) No.3
2970
4965
4401
4401
4'-2"
2'-10"
2-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
2654
4449
3965
3965
4'-4"
3-0"
2-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
2400
4030
3607
3607
4'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1966
3390
3053
3053
5-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
12) No.3
1193
2290
2085
2085
&-8"
64"
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
9'-8""
8'4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
1000
1000
686
903
! 7
DETAIL "DE" DETAIL "DF" DETAIL "DG"
TYPE DESIGNATION
P: PLAIN LINTEL/ -I r
QUANTITY OF #5 BAR AT
S-SOLID LINTEL I I
LOWER LINTEL CAVITY
[8x16 P 1L/1U ]
NOMINAL WIDTH
NOMINAL HEIGHT I
L QUANTITY OF #5 BAR AT
UPPER LINTEL CAVITY
�
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)05L (1)#5U
(0)#5L(1)#5U
(1)#5L(1j#5U
(1)#5L(2)#5U
(1)#5L (1)#5U
DETAIL'E'
DETAIL'F'
DETAIL'E' &'F'
DETAIL'G'
2'-10"
1'4'
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
9383
10000
10000
10000
4'4'
2-8"
PRECAST
(2) D4.5 WIRE
2 No.3
6766
8225
9200
9445
4'4'
3'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
5104
5671
6345
6345
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No.3
4683
5137
5717
5717
64"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
3428
3727
4091
4091
5-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No.3
2787
3088
3369
3369
64"
5'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
2560
2560
2723
2723
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
1992
1992
2112
2112
74"
6'4"
PRECAST
(2) D4.5 WIRE
2 No. 4
1921
1921
2035
2035
E'-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
1792
1792
1862
1897
8'4"
7-0"
PRECAST
(2) D4.5 WIRE
2 No.4
1679
1679
1699
1776
9'-4"
8'-0..
PRECAST
(2) D4.5 WIRE
2 No. 4
1411
1 1411
1319
1489
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
1186
1186
1014
1251
1 Y-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
1074
1074
854
1121
12'-0"
10'-8"
PRECAST
(2) No.3
2 No. 5
992
992
751
1035
12'-6"
11'-2"
PRECAST
(2) No.3
2 No. 5
937
937
685
978
13'-4"
12'-0"
PRECAST
(2) No.3
2 No. 5
859
859
591
896
14'-0"
12'4"
PRECAST
(2) No.3
2 No. 5
804
804
529
838
14'-8"
13'4'
PRESTRESSED
(2) 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
1174"
16'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
836
836
426
763
(2) No.4
19'-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) 7/16 strand +
488
488
260
493
2 No.
(2) 7116 strand +(2)
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
No.S
399
399
217
412
DETAIL "E"
DETAIL "F"
DETAIL "G"
TYPE DESIGNATION
P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S-SOLD LINTEL F LOWER LINTEL CAVITY
[8xl 6-P-1 L/l U]
NOMINAL WIDTH'•' LQUANTITY OF#S BAR AT
NOMINAL HEIGHT J UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(1)#51-(1)#5U
(0)#5L(1)#5U
(1)#5L(2)#5U
DETAIL'L'
DETAIL'M'
(1)#5L(1)#5U
DETAIL'N'
DETAIL'L' &'M'
2'-10"
V-6"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3'4'
2'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-6"
3'4"
PRECAST
(2) D4.5 WIRE
2 No. 3
9313
10000
10000
10000
4'-8"
3'4"
PRECAST
(2) D4.5 WIRE
(21 No. 3
8548
10000
10000
10000
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
6261
10000
8605
10000
5-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No.3
5095
8995
7007
9811
6-6"
1 5'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
6871
6871
5482
6814
7-6"
6'4"
PRECAST
(2) D4.5 WIRE
2 No.4
4693
4693
3976
4661
7-8"
64"
PRECAST
(2) D4.5 WIRE
2 No.4
4456
4456
3785
4427
8'-0"
6'-8"
PRECAST
(2) D4.5 WIRE
2 No.4
4047
4047
3443
4021
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
3706
3706
3144
3683
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
2954
2954
2445
2937
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
2384
2384
1884
2371
1 V-4"
10'-0"
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"
11'-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
14'-0"
12'4"
PRECAST
(2) No. 3
2 No. 5
1490
1 1490
992
1490
14'-8"
13'4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1948
1948
1093
1591
2) No.
15'-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1774
1774
996
1494
2 No.
174"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1368
7368
771
1264
2 No.
1914"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1084
1084
615
1095
2 No.
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
1008
1008
573
1048
No.
21' 4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
877
877
501
966
No. 5
22-0"
2D'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
850
850
471
923
2 No.
(2) 7116 strand +
24'-0"
22'-8"
PRESTRESSED
2 No. 3
()
(2) No.5
740
740
393
772
. .iy1.
,,�y1.
:•yy1.
DETAIL "L" DETAIL "M" DETAIL "N"
TYPE DESIGNATION
P- PLAIN LINTEL/ r QUAWTTY OF #5 BAR AT
S-SOLD LINTEL I LOWER LINTEL CAVITY
[8x]6-P-1 L/1 U]
NOMINALWIDTH] J LQUANTITY01#58ARAT
NOMINALHEIGHT UPPER LINTEL CAVITY
GENERAL NOTES:
1.) CODES
1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS
R402.2 & R606.
1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 &
2107,
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACI 318-08).
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE
7-10).
1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE
PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556
(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI
2.1.2 PRE -CAST W/PRESTRESS REIN FORCEMENT-6000 PSI
2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8"
AGGREGATE, 8" TO 11" SLUMP
2.2 REINFORCING BARS:
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
2.6 D4.5 WIRE PER ASTM A496.
3.) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530-08.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
3.3 MORTAR SHALL BE TYPE S.
3000 PSI GROUT
(PLACED IN FIELD
2" 2"
7 5/8"
TOP LEG BARS:
(SEE SCHEDULE)
(1) #5 CONTINUOUS REQ'D
PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
BOTTOM BARS
SEE SCHEDULE
NOTES:
1. MINIMUM COVERAGE OF STEEL- 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL- ASTM A615
TYPICAL RECESS LINTEL SECTION
PRECAST CONCRETE
4.) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4"
PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION
R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (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
Co
7/32" STIRRUPS AT 4'-0" cc
b M (TIED OR WELDED)
LID
BOTTOM BARS
SEE SCHEDULE
NOTES:
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
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)#51-(1)#5U
(0)#5L(1)#5U
(1)#51-(2)#51_1
DETAIL'O'
DETAIL'P'
(1)#4L(1)#5U
DETAIL'Q'
DETAIL'O' &'P'
2'-10"
1'-6"
PRECAST
2 D4.5 WIRE
2 No. 3
10000
10000
10000
10000
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'4"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-8"
3'4"
PRECAST
(2) D4.5 WIRE
2 No, 3
10000
10000
10000
10000
54'
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
7681
10000
10000
10000
5-10"
4'4"
PRECAST
(2) D4.5 WIRE
2 No. 3
6251
10000
8615
10000
6'-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No.4
8629
10000
6741
10000
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
6266
6603
4891
6909
7'-8"
6'-4"
PRECAST
(2) D4.5 WIRE
2 No.4
5967
6199
4657
6477
8'-0"
6'-8"
PRECAST
(2) D4.5 WIRE
2 No.4
5430
5524
4236
5756
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
4961
4979
3869
5178
-9'4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
3865
1 3838
3010
3973
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
2984
1 3021
2320
3118
11'4'
10'-0"
PRECAST
(2) No.3
2 No.5
2699
2699
1959
2699
12'-0"
10'-8"
PRECAST
(2) No.3
2 No. 5
2436
2436
1727
2436
12-6"
1 V-2"
PRECAST
(2) No. 3
2 No. 5
2269
2269
1577
2269
13'-4"
12'-0"
PRECAST
(2) No.3
2 No.5
2034
2034
1366
2034
14'-0"
12'-8" .
PRECAST
(2) No.3
2 No. 5
1878
1878
1225
1878
14'-8"
1S-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2413
2413
1338
1974
2 No.4
15-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2199
2199
1219
1846
2 No.4
174'
16'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1698
1698
944
1546
2 No.
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1348
1348
753
1330
2 No.
(2) 7/16 strand +
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
1254
1254
702
1271
2 No.
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1092
1092
614
1167
2 No.5
22'-0"
20'4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1023
1023
576
1121
(2) No.5
(2) 7116 strand +(2)
24'-0"
22'-8"
PRESTRESSED
(2) No.3
No. 5
898
898
481
947
TYPE DESIGNATION
,.r51 ,,,,..
+•�j
`�j.�
4•¢jgt P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT
.i4,y� .i:` S-50LID LINTEL -1 I LOWER LINTEL CAVITY
�.;j
[8x1I6-P-1L/1U]
• •r r
'e4 NOMINAL WIDTH J L QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
Jr- IMIL V VC IHIL Y• LJC I/AIL U
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC.
GRAVITY & UPLIFT SAFE LOADS (PLF)
811xl6" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)U(0)LL
SOLID
#5(2)U(1)L
DETAIL'DH'
DETAIL'DS
DETAIL 'DH' &'DJ'
DETAIL 'Dr
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5713
10000
10000
10000
4'-0"
2'-8"
24'
PRECAST
(2) D4.5 WIRE
(2) No. 3
4511
10000
9686
10000
. 4'-2"
2-1 U'
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
4032
10000
8687
9503
4'4'
3'-0"
2-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3647
9133
7835
8173
N-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"
5'4'
5'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2976
2976
2676
2737
7'-8"
6'-4'
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2292
2292
1918
2121
9'-8"
8'4"
8'-0"
1 PRECAST
(2) D4.5 WIRE
(2) No.4
1563
1563
1113
1455
•S`
DETAIL "DH" DETAIL "DJ" DETAIL "DK"
TYPE DESIGNATION
P - PLAIN LINTEL/ -I QUANTITY OF #5 BAR AT
S-SOLID LINTEL I LOWER LINTEL CAVITY
[8xl j
6L/1 U]
NOMINALWIDTHJ LQUANTITY OF#5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
811x20T' RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)UU0)LL
SOLID
#5(2)U(1)L
DETAIL'DU
DETAIL'DM'
DETAIL'DL' &'DM'
DETAIL DIN'
3'-8"
2'4"
2-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
7665
10000
10000
10000
4'-0"
2'-8"
7 4"
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"
2-8"
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
T-8"
6 4'
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
3338
3338
1640
3122
9'4'
84"
8'-0"
PRECAST
(2) D4.5 WIRE.
(2) No.4
2158
2158
936
2036
TYPE DESIGNATION
__L GP\Tl- ]15_a34P7 L- RL- S0L L -
[8X16-P-IL/IU1 -�-
Al 4- .'JIJ LILA'.-IT: -F 1'. 1--2 4T
1011L:.L -E7i 2PP_1 LILTE_ : i
D
DH
UNIT '1450' - 1 ST FLOOR PLAN ELEV A
1 /811 = 1'-011
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8" 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) LL
SOLID
#5 (2) U (1) L
DETAIL'DA'
DETAIL'DB'
DETAIL'DC'
DETAIL'DB' &'DC'
DETAIL'DD'
3'4"
24"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1919
2143
2143
1753
1753
4'-0"
2'-8"
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'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1367
1553
1553
1284
1284
4'-8"
3'4"
3-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1194
1363
1363
1131
1131
5-8"
4'4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
864
995
995
831
831
6-8"
54'
5-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
662
816
816
650
654
7'-8"
6'4"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
542
669
669
462
537
9'4"
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"x24TT 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
�S(OL
L
SOLID
#5(1)U(1)L
SOLID
#(I;UU(07LL
SOLID
#5(2)U(1)L
DETAIL'DO'
DETAIL'DP'
DETAIL'DO' &'DP
DETAIL'DQ'
3'-8"
7 4"
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
10000
4'-2"
2'-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"
3-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
5044
10000
7066
10000
5-8"
4'-V
4'-D"
PRECAST
(2) D4.5 WIRE
(2) No.3
3077
10000
4325
10000
6-8"
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
3765
7337
2901
6831
71-8"
6 4"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2693
4979
2069
4671
9'-8"
8.4.
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
1552
2996
1183
2844
TYPE DESIGNATION
' -''IN LLA TE_/ r:UFp-:T' 7- k= Bd� AT
S - S]_I7 H,TE- � I _Ob/_7 _14TEL C .Ty
[8x16-P-I1_/IU]
I13111 GL ',' -__j LII'NTI-` 0' -° 3ri -T
C'41T,L R_-:FT J° ER --I __L LVITY
TYPE DESIGNATION
P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL LOWER LINTEL CAVITY
[8xI 6-P-1 L/1 U]
NOMINAL WIDTH L QUANTITY OF 15 BAR AT
J
NOMINAL HEIGHT UPPER LINTEL CAVITY
JUN 2 7 201
Virtual Review Assis ,
Plans Review completed and P ved
for compliance with the 20 C 7th Edition
by Debra Anne Klahr PX2300
SAFE WORKING LATERAL LOADS (PLF)
8" X 8" LINTELS
Total
Length
Type
81x8"
PLAIN
8"x8"
SOLID
2'-1OF;
Precast
2082
9235
3'-6"
Precast
1325
4624
4'-0"
Precast
1041
3358
4'4"
Precast
858
2635
4-8"
Precast
810
2459
5-4"
Precast
663
1940
5'-10"
Precast
583
1624
6-6"
Precast
486
1396
7-6"
Precast
403
1134
7-8"
Precast
392
1100
8'-0"
Precast
363
1037
8'-4"
Precast
318
981
9'-4"
Precast
222
772
10'-6"
Precast
156
600
1 V-4"
Precast
132
651
12'-0"
Precast
111
593
12'-6"
Precast
98
544
134"
Precast
82
475
14'-0"
Precast
71
429
14-8"
Prestressed
N.R.
417
1514"
Prestressed
N.R.
369
174'
Prestressed
N.R.
257
19,4"
Prestressed
N.R.
184
20'-0"
Prestressed
N.R.
167
21'-4"
Prestressed
N.R.
138
22'-0"
Prestressed
N.R.
127
24-0"
Prestressed
N.R.
100
N.R. = Not Recommended
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N
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LAST PLOT DATE
JSTRUCTURAL
DETAILS
ELEV. A
9§9MT§9xWff
Altounting Brackets 1: 10 Gawqe;
4-V,2` iis 4-1,'2'x
1!2'RiaA325
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Left Bracket 16 Gaidgel d i I; sor-cri sveviis,rhru Srdcket5, as
RarkCiii Stswort VIE; AYC Urvl, Bottom 15-;pia
(Typii:4 3 each side for hurn"neusa)
Rafted Sal Devornt; --allablor Ulm-- requelit
Horkia Depodritent of dati Business & Professional Regiron Rate I or I
Bulking,Codes and Standartiss *105mll
Product Approval Application Detail
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Building Codoes and Standards
Produlot Approval Application Detail
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Peon 2&1
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Florida Dapartrinent of Ekisiness & Professional Regulation
Building Codes aty.1 Standauds
Product Approval Application Detail
Fidel 41
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March 6, 2023
11 1161 l IlEff-10000i 11 - I l jr� 11
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As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construption projectfor which you are applyingfor a g
Category/Subcateigory
Manufacturer
P rod u ct De still pti on •Test
Pressures
t-EXTERIOR DOORS
N
k SWINGI G
MmIll ll�il
er-Classic and Smooth -Star (NON -IMPACT)
D
411Ai
UKWBPJA��M
+67.01-67.0 psf
Fiber -Classic and Smooth -Star (IMPACT)
a We,
+670/-
EK1Q,
P
Fibser-Classic and Smooth-Star(I'M ACT)
+8u/ -mo ps
1111imsm.
MI Windows and Doors
Series 420 l
FL153321 - FL15332.5
■+40.0/4l psf
i* mej
Series 5570
NOA 21-0205.03
+388.7 psf
Pella Corporation
Wayne -Dalton
18
Series 8000/8100/8200 #1105 ( X7)
Ili-&- ;j RZA
F__
i +31.0,1-35,0 psf
Wayne-Daltoni
Series, 8000/8100/8200 #1123 (16X7)
+30,0,1-333, nsf
Wayne -Dalton l'
Series 8000/8 100/8200 #1124 (16X7)
Ilw
+34,4/-38.3 psf
M I KTXj
D . METALLOUVEREDDRS 'Curries
o!'607,707,727
DiVisin of AADG, Ill
7747, and 847 Single & Pairs of Doors
N/A 'see inst sli
A. SINGLE HUNG
MI Windows and:Do!ors
+60.0/-60.0 Psf
# m.
Series 5500
Pella Corporation
-L35-01-35.0 psfE
'Pella Corporation
+K01-6i Psf
�B. HORIZONTAL SLIOER
MI Windows and Doors
..............
ZII
"m
'Pella Corporation
Series 1 OA120
+30.0/-30,0 psf
Pella Corporation I
Series 10 Slid! ng Window
1MI Windows and Doors
+60.0/-60.0 pSf
Series
W,
Pella Corporation
Pella orporation
10 Series Flange Fixed
I& k p Is
1 1%0101011,012
MI Windows and Air
Se ries 5764
EVEN*
ERB=
Senes 5500 . ....... ... ........ — ----- . .. .... --------
3,.-- PANEL WALL,
Ill 11111101 11
James Ha Building Prod,
rat
- ----------
FORMS pq
FL13192,1 - FL13192.
Solid and Vented'Vinyl Soffit
FL15272-1 - FI_15272�2
+75�O/-75,0 ps,f
Alpha Aluminum,Solid
and Vented Aluminum Soffit
+54III 1 4.2 psf
KETAITM
4. ROOFING PRODUCTS—=
A, ASPHALTSHINGLES_
3 T�ab, Dimensio.n_a_.1___,_
1B. UNDERLAYMENTS
'Tamko (f6r Shingle Roof)
151b Felt Underl-laymen't
Iw
loin
Plyglass USA.(fbr Tile Roo�
POLYSTICK TUMAX
ram
C. ROOFING FASTENERS
D, ROOF VEN-171LATORS
Thompson Arch Metal Corrip.
Off Ridge Vents
4
- ----- - ----- ------ -------------
NIA
:Florida
-----------------
Metal Products, Inc
lVent RV 10
Lomancor-Inc
DA-4',Exahus,t Vent
I a 0 Y&4-#?A
+9 -97,5 psf
wan, Fr#m
MOE-, 1111111jo
sm,
_E, -ROOFING
,Saxony 900
FL7849,16 - FL7849.20
;F, METALROOF
Drexel Metals, Inc.
DIVIC 100NS, DMC -1150S& 0MC 175S, DMC
1200S, DMC 5V
1Z13112025
STORM PANELS
Global Protection Products 'Galvanized
SteelStorrii Panels
FL15076.1 - FL1 5076.2
All American Shutters & Glass
Galvanized Steel Storm Panels
M
COMPONENTS
'A, WOOD CONNECTORS/
USP Structural Conn,
ANCHORS._
pson,,Sitrong-7�e
_---Sim
a wilyvaft
I n-V Building Components .'Alp
ine Truss Plates
FL1999.1 - FL1999A
mp&o.
lifkq#jIZA
MiTek industries, Inil
jtuss Plates
FL2197-1 - FL2197-5
CENGINE Ef�Eb LUMBER
........... ..
I In 1% 1., 112 13 V, I
Weyerhaeuser
Ca,st-Crete Corp. ---'!High_
Rim Board, LIVL, PSL, LSL
Strength Concrete Lintels
FL6527.1 - F L6527.5
NOA 20-0630,15
We"M 10 Wo aW MOM MMIN
High Strength Concrete Lintels
The products listed below did not demonstrate product approval at plan rexAew, I u-nderstand at the time of inspection of these products, the following information must be
available to :the inspector on the lobsite- 1") copy of the product approval, 2)
I j IL I
W
Florida Department of Rusiness & Professional Rislywilation Rise, 1 C93 (3) -M.—I
BuIld ing Codes and Standards 1*54i'J22 >
Product Approval Applicadon Detail
CL 0
0
(D 0—
EPW or Q1111112 to Dula Penal rry Date Clio —0
ly
bm ye- YAdited 412 VAnuffiogre COOW MM49A F99 ARRMY111 AgRM)GO aA
R"ion 26-2�0 Thelma-Tru corporaton Stalle laspIsrson �tr". t�,"edt P F Rion J Kirij RE 07r2-Z2a20 VmIt=o 07QW12WCr 10in3t2o2o A&praved .1)
couitior$r. Fer"i or Drlwn (60P �43_7622 PF-43409 (813) 767-SS.55 subcategory. •;Wrziry EKbarx'Dw W
C"Mipliancis Methied: Ealoabon Report from Is
Fbhrid& Registered Allhta�nl � a LicanIaId Flolkla
ProrengloetA Erri P (D
gum 0
seasHorn kW or Name PrioduatDWridt[ft Dantract Exthimiline oat* im HVHZ outilde HVW R&Msftrtt pretwim 0 LL_
I ber-Ciassic and Smood,45tw Nertnal 6&M, 8 "Im;paa&quvt Opaque 17131 r= Yea Yes NIA = - CZ
Composts Edge Fiberithess Since Door C 11 ,0
2 b Tb>
>(�Aliuzfiom) co
Sidelitatsi (Indswagiouttinvats XD. OX 0, OxOv (/)_0 2 (D 10L
erma-Ttv Plsvr-Ck�vand io Srwhi-Stu Nominal S&IRR 8 Opaqu& I 2r� I eX22 ves Wit `1A
Composite Edge FibeMlaw SingleDoor � fth
vorifiguradonat
compoelto lodso Fibeti D�w No Door-1I or CZ
3 v Ttwrst=Tow Plaw-CIrain and S"ono-St., Nominal Weirs &q;uot-,knpaot&qu*t Opp MI r-MI-2 Yes Yft "Is WA
!E cf)
ric" SmaAws (Irsfty imnsIO-arW, XX sr oxx:0 ,a <
configurag-,$)
4 d T h errIa-Tru Flier -Clam and 5 moom. -St ar Nommas atiareso &quorunpact&EILPY: Opaque lwlr= Yes Yes Yes WA
Oomp"It. Edjae Fiberglass Snitk- odor
partaiVOuowng; Xoonfiguarthim)
11 a P—T. F6,Ij Clormn and Sffi-St. Nunlinal 9,&42Sr 0 &q1a*1rnPaa&qu-t apag'. 12P31m5U, Y Yoo, 0a, NAIA
0wriotalts IlotffglarI&$Inlii,7pgr
_q&AKo(S!l (1WWft0V.)-tIr-ng XO. OX or 0X0
Coallum I or..)
f. Thelma -Tr riberZussiic and Nomese 7aa3go "r,,paCtAquct; opxtuo 120314= Yes WA
Composite Fdlie F vrolass hie Door W-M or
il�t VIVO=
MI:j on SirkAtas no XX or OX7{0
esrnrltturadOnal
7 g Therm*�Toi Int"Zot9le and Emooth-slnr siomillal Easra;;rg isquoEftPan"ua Ginzad 12)31 M_2Z yes YES Yes WA
Compoglite Edge Filoorgiastli SINgIa Door
On"nithOutvaisil; X � figufaVon)
6 h. Thrrma-Irm KW -Classic and Strouth-Star Nominal 6&439,8 Squot. roparptlil-quol; Glazed I 2il I CO22 Yes Y" Y" WA
Composite 1i Filzarillius, Sv)i Door K*,
&defire(s) VneMnW0uvris4l;. XO, OX or OX0
configurallons)
9 i TVrerrrrd-T,. Fiber-CWs. and Smooth -Star Nommal O&R3" e4uo(.l.eaok&quvl( Glwed 1 V31 Wal yes Y`05 yes WA
Composite Edge Filwglaas Dou hie Doo-ft 4,
vvrtrout sedunles onsimMioutatoing, XX or GXX0
configurallons)
110 ITnatas.iru Fiber-Clnaso andsnoollh-Sur Nominal I MA39.0 &qLxoIm;p&cAquot7, Glazed I 211312= Yes Wes 'Yes WA
CompostalEdge ;i rlifassSr,tll*Door
11 11, Them Tra FAWZI:zlalcald ErtlooftSlal Nomirla 18&939 0 &quincirr"CLquot Glace 12131f= Yes YR& Yea WA
Com hosila t7dge ; Ithergiluess Single Oboroeh
12 Nominal 8&939.0 &quct1mpacVqaL Glazed 1 Zr3 I M22 Yes i'm Yes hWA
Door YAth w
==e Fiberglass
XX or 0;0(0
corf'ourations)
13 m, Thedrw-Trw Fihor.rhepo,, earl snr4,0[1i.stgr titaninpl tl,&A40,15 Opaque I V3 I P&2 Yes Yes ye, WA
alle ;hgrgla_�. Single, OWT "gai
CZ-11-111=12ired&quat; sidlelhei
14 n. TI,,_mrz_Tru Pber-Clowk 12r3`IQJM Yes, Yak V. WA
GOmnaslle Sage FlIberglasa E-ble Dotes'
15 v Thcm,&-T,. F, hor-Class.. and Smor,"tar Nominal
84#*D ovaquo IMP= V'crs Y-_ Yr* WA
Composite Eago Fiberglasi, Sing6a Dow v,ei
"r4ort-loradaquot
Is p Ts�amrs-Tw Filhor-Clesgiowd SmiioM-Sta, No-j" 1 U-11391 0 Orraque 2P I r1fr.2"? Yea Yet: IVA
C,ompostre Edga Flberglaas Double Doss vdilph
&q.ot;NbflCl ,1 aquot; 81dslvb� (I rta,,&VG.�,As%M fi OXXO oonfigutaleurd
17 q Tr—.T,,, Fiber-Int.- -d Srrath-&a, Nominal 68039;8 Orrin- 2731112022 Y Y_ No s9,k
Composite Edge Ftberillsid, single Door
11 X cordlituralion)
I D r Thero ta-1 ru Fibes Cfiassro and SrrxIoV,-Sdsr &q4MNon-ImpwA&quo( Opaque I VM Q1122 Yes i1ey Na NVA
Composite Edge Fiterglass, siolok- Dom nals
sideleri (trisomr9loiltnalag, Ko. OX or OXO
roftfigwaoorrs)
19 E Theirma-Tru Floar-Claisr. and Simpirs Star Opaque I Yj I f2= Yes yes No WA
Cwnporral EdliteFinerglaza Drstske Door WM w
Without 3deorat ilrahMn4J0utVoAng; XX or CUD
ffigunalrans)
20 t Thelma-Tru Fiber-C3oussic and Srnxth-5tar Nominal 0 lliquorNion4moacAquot Opaque I 2GIM22 yes Yes No WA
(,omvozde Exitile FibeVisill0i Sorgis Doerr
(i M-4d 910sit-9, X
21 u. Thertnal-Tru R bor-Clasw and Smoth-Slar Opaque IM92f_2 Yea Yee No IWA
Corntz,stis Edge Filhorglas Sisilie Door aim
alMi*s) (tnswrigtO iftswnq XO, OX or 0X0
consourationsl
22 Thelma:T- Fib-Cleesis-d 8-.2,8t., Nominal 8&4313-.0 &qu.!;KlIpad&qcA; Opq- InV2022 Y- yos No WA
Co.powtR Evipa Fiberglass Double Door arch or
wonot Sideline (hvNdlVWW%vIm XXor
confuturissunr)
23 w Thernia-Tw Fibes-Chravu and Smouth-Sear NrimIngil U#V.8 Glazed Inv= Yee Yes NIP WA compoe-to EriB0 1 a" r
0as"X90.1sawo. Xoordibannon)
24 Themna-Tru Fbar-Classic and Soreadi-bts; Nominal M4.W-8 lsquotl%lthr, irnpourAquor, Glazzild 1T311W22 Yes Yz Ign r1YA
25 V_ Thewto rr Fibgr.Ovasiz and Smottd`Sr No nog Glazed 1251 yes yes NO NIA
Composite Edge Rnow9las& Double Orhar vm car
,vithout Sideiltes drenNingfOutening; XX a OXXO
conflIturidiw,$)
A`Them vI-11. Furel-Clostle.nd Solhollh-Shar Nominal Glazed 1110311rXrze Is. Yes F. WA
composite E6p-a ni"Iass S" Door
Xorwiflawabon)
27 za ThomwT. Fdahr-Oamic- and Srropoth!5vir Nominal S&A,310.0 Glazed 1"1120:2 Yers Y." W ri
(;omlisswte Edir, P1ReqIoeI% 8,4e Door wth
26 zb Tioerrna-Tw Fitter -01aseG ruxi e5,rmarhrStar Nominal 811 8quotNIon-Inipaot&Quol; Glazed I V3 1 r q;_Q Yes Yes W WA
Composite Edge in"law Double Door yuih or
vathout Sideliats (TrIswn9[O.U9; )0(" CoO(O
-onfQvabor
Florida Deportment of Business & largifessionatRagulatan
Solid ing Codes and Standards
Product Approval Application Derli
VW 02
1151`2021
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Catogrortr: Utdor Doors
(TIT) W-3300 4 i7IT13176454
SuibCw#wnc ShdrIq exterior Dcor Anserr"k.
DRII.ger$mnm.rxree
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run 243% 2veil,01,
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film
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r
SEPIES 420,14"IMINum GGO
qERIEY: 420ALUMINIJ WI J;.D QXQ 1204 OU4
No
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too
WA
146114QII.IA4k0aquot; XON-REINFORCED
2
URIE5 429ALUMINUM SZD
SERIES 420A_UIA1Nk)MSGD(;XXO.XX 12alaC24
No
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No
N/A
NON.RE1NF0kCED
I
SERIES 420AILUMINUM SGO REINFORCED
SERIES 420ALUMINUMM13 REINFORCED CCAO 12,31,2=4
No
Yon
r10
N/A
14 a3,s4agaeir�:!'�4.huart,
4
4FRIES 4Z)ACQUINUNI lir.Q PE1NF1R2ZQ
$ERIE8 420 A"l KNUNISCID REINFORCED CX 12=024
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SERIES 420AILUMINOM SM REINFORCED
42QALuIAPdJkIsGD PEINFORC:ED X?X 12I311IM4
rao
v-
NO
WA
Flonda Deparitrent of MY ness & Professional Regulation
Building Cod" and Standards
Product Approval Application Detail
gai
293 W-- Wa eardag
"I
AM venum
■&Kft l4ra
ed
$91111AM4 FBI; &adnsrsi
8altmAd
aaa
Rvoliton 2911*
War 011dol &1D,._4eod 0-1
pasro ""IsN juias SoIles
salftery P. Arneson. PA
IN12MM 00PAQWX 1<9=0'20
I 146123�10
kqwed:
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ciatinaer- Edivior
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xe
Complianco Method- Evat—Ma, Report f— z
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asallable in V< or nuirmoital itoil
12 M 12023
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/'
04-UF3&30
Morkla Departmerit: of aulzirsess & Professional Regu Virtual Re * - 1�1 " -
Suiting codas and Standards Myhs Review Q, I* "'ist,
vie
for CI]Mpliance withmpited ril aPproved
Product Approval Appherattlon NUE hit ag.L_ . the 2020 FRr M. rj.
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DcorIi llrdtW instal dal .
Isriida Departrfelt of Business & Professional FZLgubbm
Ekaldial Cod" and Stitridlilrds
Product Approval Application Detail
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vasomail Wmalthad �% Am
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Subcategory: San2mir Exteev Ocor AisommWes
0apersoriothernrldru.,on
Cat"ary- 4te.ft-
ilml�`wm_0100 I7W �t5-2ttr)
I
CaV901Y�WTI
irlr�'ISN2,3&1 Fon_'_ k-ter- I717� 5111�154154
SocOrKirassp. FOred
ir-laveng.1-d-
CompilafteAe Method; Ewilarrtmin Ropeirtfrom As
al
WAGAII Isirree Hong
-ftornmaporrayrAnEE,
11
"Cax.benrr, HchinomaF,Iidier
bVirp,rI
.,
C�;,[Wosr haritifti; C.&Fkaftr I , LEWJ
(D -0 0 -0
Pdrida Roql1si Arr"It"toi at ficIllimAd r1kirdis
Cosmill-M.Hrod Cergh-sr- ti Lkn�p
a,
VwribrUmnee aretro: Crral.-Kiion War. or 11-11tring
-0
Profilsitirmwl Firairrerw I
figzg-gzta---Agj&
'r_=&AP1'id,,0E
FUNISMA14ft,drads,
= -�g? _=
(3)
FLMMI-For PE22mm
amalib, A -am
A
822rumbf-im-
10,949 Q@ajr�'
91601 Atrkea�
AWu-�_u ARm9n!l19Lft
kme;t
Qt"
Qualft Assonance aummmugLya agamadigLiho
smarter
"O
-
Prosinuct MOW, Number or Namf
alidu4no-nm
Produact Description ComEjap2Lradurn
A02MY291iKwu
Date
Allamw-rarym
HVI,L7
impact
Resisiurairs!
90-lar
a"
2
22=9_101gYAJbilifluff-zlWa
8HI 100mile
am= 0mr1w2if QkwAJ_0wA2p2A3-'
W� S�ii 1,ong YwId- 07"M12bas
In MIX-E
Y�
Y'.
Ktgleiml Eordirillot!i,
ler role
11KILAN
figuits; ar [a m
=nF1."7'b
212229-L--aft1w r.wm!�mmmf1m
af QW19112 1:11109
1=1
I
Emug x2dd, "abor m:
�h5rw
1U41ll;1_�!12gdRIlap wJwA QuIlgilk
l 72 I rAm,
fflulftm eamu
Yes
=
0 LL_
-
-a m1_X
I
a Thattrans-7m FbPr-CAwAk wd,Sn%x*h-oiv
!n_HVHZ
Nornmal 664I S Sqwtr Nor,-[ ripsor6q,vot, O=ort,r 12-ol;,1322 ito
214tsige
'I'e5
IkI
EMI�
NA
(Liage ninimet)
I
7l'F-'r_w'w(k 8 �Vo4
N. Y.
%
.W�rll
x -A mted 04MIW3 No
Ne .4040
= -
M 0 '44 ',+_
m
Composite Edillt FdNroIaaS .�jfljtlb roar
(z 0
>
�
b. The�wo,Tru riiiw�C!Ioo; ard Smooth-Sor
(nearmfoutissains: X oofffislurtabrT
Np.mal SUV,8 6qL*tN.--IaVaCt&qum Cv_que 12f3V=
NO
ye,s
No
N/A
. Dn -0 E
0
C'elpoeft Enfle Friserg" Singe Cto& -re
w
*_
Sbidilsi fnesifinglOetterem. XO. OX ar,"i
�
D a) !.- 1
0L
�
reewt-arew ... )
. Cn 0 M
a
a TnAonnI FtArr�Cfam4a and Smusafr-Star
Npenwal MiSgis 8oiAdeNdi�no;cAqaat Opaque 11213if-110:n
No
Yes
NO
NfA
= L+_
cu i
CL
Flitorritairs. composite Cage Cer0r, Door WO, ar
�- = (/")
`4��"
matii. Sidelitim; k1nolmneCturawing: XXcr Q=
-0
ourgumNals)
4
d lherm�Tw Fiber-Chmser, and 3nnood-Star
N.1fli-1 7U3k 0 Squi Nw-1 ffspaua" Oorri 12viiill=
No
yes
111b
NIA
Composite Edae Fiberglass 31I Door
5
. Trearre-I'm Flinew-Chisax; and Sirsooth-am
viswAm"llshing: x arrenvrAlon)
NofinbAl 79r,4k,0 Aqu0t Non -I n-paC41clMot; Cparli,ie lZrI101m
No
Y�
W,
N!A
Comanaaa Edge Fberga,ft stingle Door wo
Sidildiat(5) rtaWrrQ`0U-ArIej; X0, OX or OX0
artrIttwariorns)
6
I TheWr,o�TraFiber-Ck�SGZ"'r��onr�db-,$W
Norwati 5&039;0 &qw-ralon-rd,loametunt apaque l2airv:Q
No
Yes
w
NitA
Florida Department of Business & Profassional Rolfullako
F,ra�' I �f T
,
Florida Department of Business & PrOrmlonal Regulartion
parlerl
Florida Departureint of Business & Pidessional Regulation
P.O. I .f I
o
Connie ift r LIES
� m =afga Sbom Sing Le Door
Building Codes and Standards
ImmZ1
Suildling Codes and Standards
Id4zoil
Building codes arid Staindauds
twaal
Onere.-Yourvir,srimaz X "uratiorl)
7
% T ha�`Tru FibAw-Chieniia, wnJ SnvgM-Vw
Nanarrid UM;Q &qnr;r"rI.tsao%qw;A; Orrimiatt 12Mr.=
No
yo,s
No
N01
Come A ii Edge Fbarrawass Single Door vAh
Product ApploVal AppliCatlon Detail
Product Approval APPOCreti Detail
Product Approval Application Detail
saftir'sail V nim4ramulwing; X0, OX Of OX-0
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corriffIgurictin's)
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Nmow eggAogqury�f4c�T�-IMIPWA�ll�b.�it, Opionre 1114irri".1
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No
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-
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commirearam Edge, Fterjass zi6uhlb ow �" ar
-
Clots
I - - -
Esfity ,r
2111 201JIL
-
11211taffulata
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Q&
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4
wwaAsdelftstlftgmmvo�ftAinl�xxoto",o
coninswismoria)
TV- litanum
Allaradagum
c,sodiast Inisawar & L- V,Ildabrd 1I
VAIdal ajil"Kned
LK-,W-tzw
AQRW24- 010-
a= X�m
memomm
coll Ed EragagE& L�I X4192119 ox
WNW 1111:111929 -Z A -rug
Aligui
Am
'-N- Vwwm
w"uthwor
.M.-
ccom =&Lt� V44imm ae VAN gammEd
F3C Aagr�csgj ADISInd stam
9
L Therasta-Irm Fiber-Oliossirand SmQath,�
Numnal 6&M;8 &quattom,-Impadisqui Gerrvo 120`112=
I
Yes
NO
ra.-
Alfiffeats0r, 2020
PGT Irrrtu�
- M'sawnski Owni-Dado M�0- CER Mirs -Daft KCO - VAL
iiatimm I 'PSM-20
iliinm Am--d
R.- _nVJ
MI 914-fters, -d DOWS
a"I maw Evis R La,,AsA. PE Eft�n W Lbt`te� PE
10fflGrA2D M106nom MAW028
122ISM20
Appre,ad
Affininlaft 20M
Fir.1 ridusirles
Jan, Re-ob mseas.0.6a acco - CER Mil-l-airdeacco-VAL 1105M20 I I owl-oz)
1"ITA20 Am".04
Compormse, Edge FjbeMk-,m Single Door
cak.ilhwy� w'd--,
flal',4834100 '.W�- 315�25913
cargeir vilm-
91 r) 366-3-30a PE-6__'�14 V17)317-M54
C.t.gres, wrik-
(941) 4%01 M craa)3154w
OnesssingUmmiI X torrallumbort)
41.1ec-44forr. F-d
�rmotivatpolildomallmo
hi,bl-haprIT Won-
butt,27tatle,wri�
subcotapary: wammiI
jr,tawasIdwPlearstmirmc
Ia
f Trmarro-Tru Fibrrr�Crwarnrr am Smoam4ftar
Narminal B&II &qurA;1Narr_imlpaCIAqL*X Glazed 12(SIM22
rDomproarta Edge Flho4p�auang4 Door �otn
No
Yes
NO
No,
dir,P1119ma idn"ro: C�Iarwr," Jv* . urm,,q
-
CorratilantA, ]Wfumd: Evabat!W Relloril $M;s
FI.W. Redroar.11 4rehO,art - U�ftmftd FlIlrid,
Caeritill-Wasi C.111.111.n Ither, er Lisang
-
Sidialte(s) (I mwm'KrCoxsn*Ig;, XQ, CA or 0XO
fWa4341cri,
prd�A Enetrew
fifivi-ma2mtm
conwraticas)
1�
�
Is. Thc,�-Tru Filper-011 we' a rid Smosb-Stm
Narnnal moafr;e &qu0tNo�Irnpiscx&quoi Glaft I -1-11N f=
NO
ye3
No
1,11A
ou"Alt, As
ArmaysigmL.-Um
Amethearnmus,
M-1
LiLkilEdellkleud"ll
0,911, Ad.si AllimmIELtiman AAZRXELEQLWM
Wassail Ram
z
Ourripmrsts, Edge FibarghAft Dowirle Deve wth ar
$"*
kpilmcl Modat Ift-mr-d-w or Vmm
Prcrducl Despriptlown c_-nmarl Qviralk. 0- k, HI
OL43-W H
.moe
Rimshiff-st efs,
Aw
Prgl" Model. Sjular m Nam
omdI amfladon in "m 099941
RSMP" EEswa
wilbout Sidelfts talea,ro'Gubtaing XX or 0X.XQ
11
PIA14m JILIErg. ma.'b hnpset�
'On� Pan.d Nnd- 04m,12im
Y-
n-
Yes, WA
glmdaLftw�'
&Rwmaalo.�ll A22:2211I.Emsm
911219
9290
I
Muloslo-AHOwt, maysliI
Aluminum Valons 11.1126,202V Yes
Yet, yes KA
ortak-warimso)
&A.4
eglfiaa Mogi UUMbg air &M
t2m wzkwg Qwuril laumW
to a Q,fam t=4
st9dwill
&AMrs
12
L Therrve-Tru �il�ier.�V,4s&,,;,andSrrW.h--4or
Nor4nal 79#30 leritoClIon-rripladdilquo� Glaaed I 211SI r"m
No
Y"
No
NI'AL
11
8?G4
vei pern-irlNulkii T:VTII_w4
no Y"
Yri,
r4YA
0;ripuslz Edge FlitzrBliere Singro Dow
(Imbir,gi0irtusem x 0-dEaftatiroft)
13
en."Threrea-T. Fil-Q-tirmem end Sr.tedir-Sta,
Norinkmal 7&M:0&q-a',T-,1-I-p;xd1I Gkaaad l2alp-N=
Ckrlimposass Edge Fibarglaaa Sing 4 Door Y.Ath
No
Yes
re.
NO
.
-
.del'-d(m) 0 whing/Ourhimsnit� xo� OX or 0XID
curifirgeraburar)
IA A. Tiftemor-Nia Fitser-Costop and sirmooth-star Noolirse lf&"9�0 &qo0tNoTW.radd&jUbr GAdidied 12121414;�2 No Yes Pao NO,
z
Composilhor E099 Fibera,,sa. �9imq e Ottor
brmrAnW0uh;w*W X nonlowatI
15
o Thenrl or-Tra Fbaw-Cluest and Smouth-ftv
Notinbral 89039;0 "heri-Imptic4quot. Gramd I 2.tin c"T.V.
t'In
Yes
No
th"I
C,ormpostar Edge Fiblerglase, Sing le Dow wath
'Sod el rie (A 0 nwwWOurawAn I XO, OX or OXD
oariMpuraboxi
Florida Npartment of Business & Profassonal Regulation
F."Pr 1 � -
Fictildia Departmill of Business & Professional Regulation
Page 2 ,02
Floddlih Departra" of Bus4nass & Professional! R"uladw
P.Q.3.1`4
16
p, 7h�7m Fiber-Climisic and Snitath-Star
Nortisnal B&M;o &qNE�Non1mpA:t&quc,C Glaited 1245-vl=
Compraft Edge FloreI Douties I w" ot
No
y as
r*>
NlA
Building Codes and Sta riciruds
I ol�W_'
Building Codes and Standards
10%�Oel
Building Codes and Standards
3&1=
-04norl !Bdel0ft I�rrwrr,;IrOtno-rmmg� 10(or OXXIO
Product Appifovall Applic alfillm LINtall
Product ApprovaiApplicivion, Detail
Product Approval Application Detalt
ormfigunistions)
I
w
1-1
it. Triamna-7fal Fiber-Okensic and SmoortI
Nwerld 68#39:8a,auoLW�tmjpadAq,4 Opaque IZ31=222
IN*
V Es
NO
N?A
I
- �
- , __
- , ,
- ___ -
- -
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I
I
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- '
.
- . -
I . I
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I I . - I I . - - I � - - 11 �. � I � �. � � I -
- - 11 11 - - �111 I I I I I
� - � _: - . . I I
11 -
.11 -_ ..' ; I �;. I � . . . 1,
Compoft Edge Fiberglam Sing it Door ,Ah
Tiandsida, finawngillOutswing, W configuration)
jd"192�R
- -
, ,
- - - __ -
- -
-
�
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- - -
- - I
- -
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18
r. Thernsa-Tru Fiber-Olassit; and Sirnpoth-Stair
Norminal Wn'6 &QUOtNor-Impaeddquot; Opaque iwv=
NO
Yes
No
NrA
kletit
emsty
oil D-19
Oat Parulng
ow.
S__40
2i-A Ra Ram Edam
Alit
22112
1111211m 2111 �Ili
Daity 1--shim A&
con,praties Edge Ple"llass SIng le Door mh
rilm(�
6;�d Transis. (IrmorArrajouNwing; 0=,
OX& X0 do milifunamons] .
lxm Image
ii?�Islon X21S
mmuza
Jam" Hear Anadesp Proohnirs, 1m;
!12i tuilmmaLhimn. lar-a�LM
CrAtt Nooks YAirdrr��'�rr, kril Eo,,TAA P. L.
mayAmar §211:12=
OiIt�'S*Xll 611,1411:1120
LE-fleLml
0INAT'"i
.Akl� WAIL
dirg I nir A,,,,,,
Rat, Ila=
R.U_ Y�w
NWHdtm&K
Ajlkk
rdeud kathirsts: A 1-cam titaid; &a&
afl,ak rh-l- Lyra"r ta1'jt'1I1V _"n" 1; or 0, " C
YkAw &lax" tw�6�
I 11111WJ021: Ir, IrLil"IM
Agnmilm
CAJUM211
A01--ned
YIMK YW310
Per-leon 201V
-rdaumwum
0111F
fdaimi inabisAIL2mH mggd&LQX 3NNAW 211111211111
shri0qw0i Ra'atNomman Jahr IN L "1fnaQ " I dr, FiL"' tIMIM22
jVjIcWj li
twLA2Kmx Auzzim 21"
12012022 QVI'mm"I Apw-ol
Is
ri Therwi'm7irtr F b,mr-ClaoNowal Sinooth-Sout
Nominal W3Q;e &jU:krvor_j,roAroI cpa*a 12f3if2m
No
Tar
No
MIA
owAgOI parre eam.
:rle" 54'5401H 04-SlArt I TV � V'T Z1,76
CA[#"; Pa. 0 mil'a
rmts;72m3 PE-42&b eftil ir-U55
: Roar
umma" .0
talim 76"i, tre-vil" t HAI M_iNoA
msite
sueclaregaw. Sam
.hrd'4rC3ri4j,rnA,JhEN
SurcAmmunw. S'Ar
n11n--@.V.d
swricarn-11f, 14-0-t-TliIo*S
MhOdhosimi
Shnseliari 0 "gfAC.bWog; X(I. OX - OXO
Carnitsitarnris 16mrsiod Ewiluelion Restart Vol a
-
C-911amEe wevrw� emA..i_ ri.rern" .
Costrislurnes, 11111411mod: rehumfort Reptib arm a
mi
Combinmus, Noted and Be corAgLrabom)
Florida ItragIalseaffArienrAW or. LI-Eft rroroa
Flurkh, R.VsrE�d,r,dhitaet - Li-.,J Redd.
Rbsda ReshilismaAsealle.-A or a Uw SW Fares;
20
tr Thernei Rbor-Cfahi *M SmisitalP0.1w
Nominal 8841M,l) Squint:Nom-linotholAquot Cillotfut l2r3Ir2o22
No
Yes
NO
Not
Prof-iftsi lergn-
rroamsion,mF Elio-
lardemakonail Eno -
Composite Edge Piltrisirglaam, Sinse Dow Mh
sidelldh(s) 0 nomvingtiOurdir,map, X0, OX a OXO
L6011U.4w-amadal,
*LI"8y_RIA=d=
fun"?jAuBmso
Continuous HOW PrId SM mri'lipwalmorm)
211 II ThwirmrTni FIlmai -Clitiage end Sovolh-Star Nornisharg BU"i 44tsid, I'lon4olardatti.113t; 002ad IMIQm No Yoh Ilki III
_C4-m&6adsJANrNL ftwgomrL1-j_V.ft Waamlo,loa 1W)m ;vlaw
QalgI IN ,osg: ma AadgdtgL,j_y" &Mmwd for QAe JUNI Dy-ase
OkirnMrAsimmuhho Astrarly,allIosoism apaw"41901m twida. poison,
CompmIsEcip RpergimatirgWroa Dom .9th
fai
pr ') 0 AIAA di-rhumeg-w- ME � I
b_qo9LN1edhf1l _Co1kn�I_9KPnfflkU_01jL.
111I
kmtdi
ftAtorat ELt.rWrl
ikat
14majet W.whAL hrarb , . N-.
a__k��.LIV-I Tmt_�, la_�HVIAZ ZLI.Ad. HI
kmilmlym
P!OdAwrf
fta
M20AI Model. HurnaaMorlstim
dAllig amacrimijor, Cali Lagutigame in BYHZ
03111510, lit"WAS
SIWWQ (IrmAingkOucNaIng: X0, OX a OXCI
I
CleoplarkLaoSidirig
iber-asinklinpaiding I nr I f2 T2_1
Y..
Y-
EM WA
11
a. aqwo:2m*� &,*
vent ar t�jd wyl stft I -1 _3 Irl 3
?%r) Yes
NO
KIA
I
OAF Asphalt ROM M rag" her yet In F K rw4NM
Flkwaass mist,�to 34.D. Isannate d, 5400 end I 2qsr1ws No
'0% NA Net
Continuous Flessid and Sig gonflatrabom)
2
R-divel-sr L" Sting
lha-arrientap.ding 1"1111�02_1
Y_
Y
INA N)A
2
". &C"OtAirreEe T4&ti sera
I
Vert r,r Sand 1'eot ,%Vm - "",
No yo
I'd
WA
jureafiefians
WIPAIdge w1phaft �hvrii
22
, Thc�-Tn; Fber -Classiv and $irrsoltt�,SW
Norrinal 8101M.'D &quQt.N*fl4rrca4sqIot; Gleced 12,131f2m
No
Yes
No
N/A
_a
, ,War fEmmt;rw)Arrfl0� Rorftdme,39 som
Vent or Sold VW S,ft �mnllrl��_l
m Y.6
w
NA
I
Compordle Elise Rleembes 45nore: Doorr wth
4
* Lwat"Mati-II Son
Vent or Gen. %WO &" I21-ITS-1123
I., re",
P.
NfA
F
,
Sloah-Ke) � namonglICiesaing: XO, Ox a 0X0
5 .� &q..br�hiwl' OlsioeErall; Salhk Vent � on'd Vr�f &At 1'�rll'��CO3 t� Y.. No MIA
Cantlowus Head and STI conligointiondif
r
, :
I� &q.&�Q.r '3o%.irj1'.i' krAt
-
Vent .' 544%?.NCS�fit �':r`13TI'1121
N11 '11-1
14.
NIP,
23
Wasswilro-Trw r-kai Mansk and SnV01114tar
Nominal aflla'M�e &ousiTflon-firportiMlIolwot. C"quir i2MI=
No
Yes
I'lo
NUIA
03mitsom Edge Haorilase Door Parelswith Voilued
SidetWo fInArwn9iQuhwnj� M XU at XXXX
aminfigunittions)
-
24
to Tlr�Tru FbIK-Clas5k wad Smooth-Suff
Nmmi S&M.0 &irshok-ift-linipwiliquidt Opaque j2jalr=
No
Yes
No
Nj,k
.
! I
I
Obaripbarter Edge Nfe"here Door Pan*]. Ajd� Vented
Sicirthei Orstawnpi(Tutroarur M X" oi,XXXX
i
-liernallials)
25
y Tlnisrrl� I mr obei ICastia end Smodft�Sbrr
Nomura! 6&41132�8 &.quideirmn-Wrimidilliu&, Glaratel l7alLr=
No
'Yes
No
mIN
�
Compotit.- Edge Fiberglass Doe, P,vish; with Veriled
I
.
9tdr1Wsf�mwbWusrmV: XX )00(a,rk<)1X
Florkin Department of Business & Professional ReWlaticts
P 1 ,T1
I
Flormte Copartntarft- of Business & Profirmonal Regulation
peal &I
Florida Deparbnerd of Business & Professional Regulation
Page I a 1
20
z T[iernti Fliper'Clesirwand Smoolh-Stru
owfiguradme)
Nomiml SUMD "Nm-anphcl&qttot (1wed i 21011"Irm
No
Yes
NO
MIA
Building Codes and standards
QWN'21'
1
Building Codes and Standards
10m.11
Building Codes and Standards
16=1
cemiccaste Edge RbergrawDixt, pancis with Vented
sidam(c) � nsivirNPOL&VA"! Xis' XYA N XXXX
Product Approval Application Ck.,ufll
Product Apprinual Applicalland Cletall
Product Approval Application Detail
ourniquiravans)
____
-
27
za.rheriri FrNci,ng,�krsnd Smooth-Sw
Nominal 60*8 anurrok Nar-lirritstift1quat Gland 12IL31im
No
Yes
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NrA
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m
=_ 7thenrins-Tru Ffbw4�laasli Smoth,Slar
Nominal M930.6 &quo01aI,-rrnpscMwt: Gwent 112rW2022
No
yee
No
WA
zm Algi
vxmtla
�ggiavt E.drharr A umbe. Vadeled %
16*" Ad S.b.-M
rKA-M
am Itsism
TV- I _r_
&_�_a__
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vadat" Subarmad Fag ApI
Aaffinal"d
Ram
mu_- iN2i__
mi__0_k11_
carried 22&- a LLB� V.hal!i& st3aft-w M&Mftd-
FM� 8eam a--h-
Composite Edge Fibergam; Double Coot --sto
freesia, COW
tAMKrc eAdling F�00I L LC
earn Eta ROW NI-4- k'I' & W Knezc'NII Fa
zo4n1P2':r ozw�glo%20
i"�G;n
171_-'_.Kr_��a Aojomr.4
RhrAl,ken 232r,
L V. Tharesaa- 'RE dra Tliftp%ri Ard,deetwel
Toy crasernir, zaamy R, ;'Ail ordain rA Jlrich, RE
osmb= (rit, 6QwA r2=020
12n5=ZD
AirriAlId
Rn(mv, 2020
Florida Mara Pieduttal, loo,
clarNJImss J emu L EvOrt? P E4 S"41" m theft PE VWM020 0RQui
TrAIM12m 1206?2020 AW-ad
35rii Sweliteir oflarnalwoultermng! 0)m
cmilrbryt MMMe
T n N 024 6644 PE_!IIirr6 � D 5A, T Z ,-221
Viedr, Cralaee,V 9T'Amr�Ql
0171� 40-34o- PE-7407t k7rTyn7'a1o4
cutemy: ira'tdh�
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20
riir 71NETia-Tru l"Iser-Olamicand Smoth-91tar
comr7aursdion)
Iliarrild BUX, 0 &qU0WQn-hTW9I1a&IIa]`t Gleii I=Mw
No
Yes
Nor
'111
Sabr�lmosi&y. Undadeawnerds
'n.'stainsvi-se, -
C4*gerr. R", It
IrlyattomoMI-wks 0011'r[
IfuleCalrigirmsyt R�-aq Acmwims her �re w
darkmarn-corn PSZ4242
Compoelte, Edge Fiberglass Sirgle Dow vAh W30II)
Ceorrillaott MI Evskarrol RApiart firm 9
Sultratellsory: RoAng A,,ireAw,eI,mffr on, ani
1,060-41 PAN Wtft litcoiling Systm
I
Sidel W, s) f nsAungtOucawa rq: X. OX a OX0,
F I are L-lad Flori
-larkh R",Ed reverrear
Imi REA Efthri H,VI.Q syrutm
C-Wfi- M.th.d; P-ludiar, Repart (r- .
olinfigurations)
P,rfmmmi Enim-er
C.MvIlari R@Moct E�mkadw Ri;pw 1(n a
Fl.dd. R.ginwhirad�dv!&Ekar. Licansrad FmOds
30
zd_ Thiersa-Tiru Fila,-Clasom and Smoodi
Nor,nnal 8&ASQ;G".Nonlmp;x,dquot Gland! lmi=
No
Yes
No
NIA
FlOrd, RalsisturEd AzMAact or a Liven-1 Florida
iadiess"000lEagriece
Cornposilm, Edge Filew9l mm Douttlia Door wld�
FLOP112us-I'dilanDoilds
I
Prorm-mink Ehlin.arr
3'"0 sweliters frifivAine-Mutmerng � oxter)
Wtouldnibill
QRARY A".Ison_s.
Affuceed I qL'a 4MMAZILIWA
X". Offialml
f1jelmileNu ft's Val.
I
ELILUL-u-pamm
31
Rit, lbo�rw-TmFlb6o.CAotek,ondSrmwM.Stmr
rkornsf Magi &qU"0m_ItnpsrezqUo1:'. SII 12al OD22
No
"t"9
No
'i IA
IML
ealij CI N�rajl. matt. -
r'oggir kwallidl �dduo Emillift, 9d&e in jj�'z
IJ� �R 11
amilliml 2=201
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shwim akw9=
62MM"MAIld. AW2I Le V9
coda
Will,
34A
2AdL
�OlAftAsswult!L A Wal Skid & 16-0 A911011102LUM LW-41 221W
wftz Oultst Be""
Series composilss Edge Gimad Fllaargi�m Single
1
TAWO Rod JorrinaryT-tr (HVI-E)
1r.adaAEym_I.ft1r rac'.Vr -rY WAMI
!'N�'
if -I
WA WA
222.1
-
I
P�"mcl 2beadai carilrectErigrafien, Deas
11-H-mat poison 4vmz
jusAirrumd,
Eaggiums
3
Sq!ft1dd
3. LIjIft UI 10 Fit& ANN&qW61'
I far blerial wis fabilre, "- 'w3frZON NO
NO
D000mitir or mithout 1 &K.,Q,2 Sirdolits(s)
(Ingwing(Outhewing: X. OX XO or 0X0 cIrrifigoraborm)
TAUKO
amiscreems
i -
n.
y
NA ?T;A
i _�
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.
20 gv $WE 0 �;rnt war eethi NEft 0�!�
Y� Y_.
NA
WA
f-0.0215'Aunsib-
2
Poor Und-yrftnts I NIQV�V,9�
Reel -ce A.)-Wj � - VT F Ell P� Cfd_'9?G23
.
i 2
TAMCQ Crearrinleck WN
W qk� QVQI� -
t�' ye�
NA
.0,1525
onedi"",
3
TAW�O 00-Wat, FN4 Viett-Nia ?a*
npa SW,�r�f��tt-lo,wm:�t.o.f.dbeti�o or"'Aam
Y yre�
No
WA
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r,,,N%,',T Ro4wil,orTbRidle'vontem qitr�,, wi TIk
2'Djo�.g.all�r�W-0��i§io�v�l.bxK,, ("arcer1fl2ir
n,:, Yns
TVA
NA
I
____
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Florida Department of Business and Professional Regfuladon
Florida Departnriont of Bustross 9 Prolers,smerra! Regulation
P'F' -1
I
I
Flonda Department of Busineal; & Pr nal Roguation
Page . a 3
Florids Departrinent of Business & Professional Regulators
Page I of 1
Building Codes and Standards
I I I--
Building Codes and Standin-ds
wlrmi
Building Codes and Standards
341=
Building Codes and Standards
Product Approval Appiotation Detail
31150-022
Product Approval Application DI
-
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Product Approval Applicatiorl Deus III
Product Approval AprI Detail
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In
Category: Roofing SgS4273',133DSrrk*perb@polyglass.c.am Robert Meminen Knezevich, PE
FlordaRegesteredArchrledora _�--jnorxhs
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PE-59168 (954) 772-1322-4
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(oraftred Gelvatind Sreal StErm Pandisrosem" iz'31am Yon,
rim Y. WA
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Arch, ited or a Licensed
Florida Professional
W,�%mrrzajy ,Erwrie-dit; Ph,wood DAN,
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S=760 - ahalI sWI 9-P, S�dit Sii
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WA
rVA
2
24 GW eaneanimd fted Snarm PsndsAnHVHZ
� by arecks be MA66C humm" Protection.
cone -wed "mod"d steer storm Parrifs (tuin"I 12r,"(2m 'jo
Ym Y" NIA
=
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--rigineer
2o
77
S. ,v71V-8r.k,5eIt&..m50dSh.1,V
Tnel ErtrwIs; Raratram.
F1.11"lleft-Ragn CA 1 zo�!ZgEo
4rin Wei - Kity. rA 12ri � 11202 0
N� Y.r.
P� yol
WA
Nf.A
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NIA
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a)
N
Wjs
I_-F`nMK.IY TY, I 1 01; �_'
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NjA_
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Product Niodell Isfunim o" Nanag
Prodom Dairstritalon,
.Data
.
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Pololads Rool' Undertaynhentz
Raising undeftymerft I Cri I MU12 No
YC__
WA
4WAI-em.5
1
Fvy§las% Roof urroorthaymernis �rw"Z)
Pollyg1mroor urbayrmerkSforLrseinFBCl2nW2= YInr
No
MIA
KIA
I
Emommossom
r"
%. %j
HVHZ luflodialrom
"%-
2
Pollrafras Roof Urriderld"ems; 4nari
Polyglass root undieleym ft,d, nor use h M212m No
F8C naa.HVH7 jurlsaliddons.
Yes
IN'A
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Florida Deffadmerif of Busiine-.s i Professional Regulalion
'
Paopo I -1 !
Floada Dsoartirsent or Business & PrOlossronal Revelal-on
P�he I do I
Flonda Deparimmart of Business & Professional Regulation
Fwel.irl
I
2
Folyglass Root Underlaymments (HVHZ)
Polyglass Root Undefforaments(rion-W-0
Po"ass roof underlaym ents, for use In FEIG l2f2a= Yes
HVHZ juriardlallftirs.
Polfilass, root tor in 12`23= No
No
yes
RIA
NIA
WA
-NIAR22.5
Building Codea and Standards
1 rr�51_112 I
Building Codes and Stands, rds
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1;7=1
Building Codes and Standards
IRAT21
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und~ ents, use
FBO nori-HVHZ jud Isdiolkans.
Product Approval Application Detail
- Product Approval Apialcation Detail
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Prodad Approval Applicallon Deta If
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0L
I
P111YORISS KWUndeFeriar"VIII (HVI
P*41ave rooturdeflinmort To uim� In F8CIV2N2= Yee
HVHZ jarisdictiom
No,
NIA
WA
0
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Simpson Strong -Tie 2020 FBC Approved Products uperatel 12clato-lizili EM= Simpson Strong -Tie 2020 FBC Approved Products Updatecl 1213f-2,020 Simpson Strong -Tie 2020 FBC Approved Products Unladen IY30ftW Simpson Strong -Tie 202D FBC Approved Products updacild 120MV210 0
For dreilt links to all GSTapmIrval&#slard oeow, For (W-M Itn" to all 8ST appirchralS listed beia,�, q,6i rrrrrrr Mir For oreel Inks to arl SST approvals MrAed "col, jr, (a) r)
Faieddittorial inlicaliallon ielliamirg Fiords's Stmeoldo Predict Approvid,Systern anci iviami0ade Cwn[4,hic1JiX` In Aoos;0amm (,NOA), For addition information g,"sr(khg Ft jCK"KEF, - For dr" Ini la all,98T approvals I[srovi berm CL
I 8,5aferri ana County Www 0 Anorilmnen RLJOA), ojLi�;X = M -0
orce's 9� Ailowbo Prorrica For otilditonal InfrACY1000 F";RrdMV FlOnd%`i STRI@WIde Prolill: Approval Systaiin, and Ulaim-Cam, Qlairify Notloo of Airalliratict, (M)AI. i �JLJ;Ljl�jjf� �jf'� For sildfionall Inlarreflon regardirig Ficifides Stalowkie Prodalat Applinhe] System and Marril-17lade Cmnty Hadw ofAcooptarroo (1,10A) '111 11 EIRE-
EMMA? FLJb0&R6 FL02MR5 11 HUS, H:lJSC series hangers Facn-mounit hargare available In w1cchs ranging from I-rVe to 3r U)
M 6" and h"hits; ranging ftorm 4.5tl V'lho I I" Conceration flange (3) -0
At" Pi:g9M21M29Rl.UMMW121Nn0 Progm DescdMi212 Sea # PE21 Oct M2dg[, t[uMMr or Name PE2gUCtQREriptiQl2 S39_# Frogw:A Wdo Product Description version (HUSC) available for modeb having width equal tD or
I Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry sGrew 1 A.2 1, A22L A=33- A34� A35, A44 An V ie s 1 131, IBM STH il, Nuflikgr or Name Brr-k Ties greater than 3-9/10" 0
2 APA'21 , AF1.AA APAO. APVA211, APVA4. APVA6 Outdoor Accents Angla, 2 CMS-i 12, CMST14, CMSTC1 6 Coilled Straps 12 IIJS series hangers fracerini hangers avaleble in wiciffis. vanging from 1-7/8r to 3. 0 0- 0
3 APE44, APS44R. APVB66, APB56R, APBW, APBWR, APS1 010, APS1 01 OR, APV644, Outdoor Awerts Post Bases -. M4, CS16. C818. CS20, CS-_ Coiled Staps 5U'larldheights ranging from 9.114to- 16' 0
FL#95B"G APVB44R, APVB66. APVI366R. AP1,1138a. APVWSR, APIM10110, AP/BIDI DR 4 CSHP1 S. CSHP20 Coiled Staps 13 LGUS-25-SDS, LGMOMIDS, LGU5 2,"DS Face-mounit hangers
M 0
4 APDJT2-4, APDJT2RA, APOUT2-5, APDJT2R-6. APVDJTZ-4, APVDJT2RA, APVDJT2-6, Outdoor Aoc*nts Deck Joist Ties 5 CTS2131 compe!Ssionfronsev Strap 14 LU24. X25. LU28, LU210 Face -mount hangers 0 >
Aga Product Model. Number or Name Product glia2dmim APVDJT--,R-6 6 DSP� SSP, TSP Situd to pate be 15
LUC26Z, L UC21 02 Face -mount hangers E (D 2
I SDlGI12DBB Outdoor Acioants Connector Screw 5 APHIi APHH61 0, APHH61 OF Outdoo, A;xc" I*avy Hanger Fil, HIOA, H2,5A, i HO. H7Z, Hle, HIM. H16-2, H16-26 Hurricane, Tres 16 LUS series hangers Face-modrit hangers available in widths ranging from 1-91iti"W 4- Cn a) , i S__
2 SD91 12, SM12, S010112, SD10212 Strong�OnveSD Connector Screw 6 Ap" r APL' APT4. APTO, APVL4, APVL6 APVT 4. APV 78 Ouldow Accenll� �- and T Peam-to-Colunir 71� s ii HC,7-1, i Hsay? GirderTieccwn W'and heights hingingfirDm Vito 10-1916" Cn "o 0-
3 SD91 12S5, W9212SS Sti Ong -Dr Ve,5D Ceti no-owr SSS Screw 7 APLH24, APLH24R. APLI-126, APLH2tR. AFILH210, APILI-121OR Outd= Pvoants Lignil Hangers Ii Hurricane Tre 17 MCU3.e3.SDS, NIGILI MIGIL15.50-SDS, W.1.15M-SIDS. MGUT.00,.SDS Factia-mount hargels
4 SDCF224,14, SDCF212512, SDCF22614, SOGF22700, SDCF22a58, SDCF221014L Slyorg-Drste SDCP -Firriber.CF Screw a BVLZ 6.1cK Veo0ol Ledger Connector 11) HSS2-SDSI,',, 1113132�2.SDS3, HSS2-3.,9DQ,3, HS841-50S3
Helary Stud Shoe 18 MIU serier. hanger, Face-mintirt: hanglars available in WM,, raingingfrom 1.91le"lar 5. Cn J_
SDCF221134, MCF2213at. SDCFr1958, $DCF2723,18 9 CEITZ' f-BT47 Concealsd Seam Ties I i HST2: HST3. 1131-5 HIST5 Sarni Straps IM" andheights ranging from O-IWV'W Illi
SDCIP,22434� S0r_P12251n SDGP22614, SDGP227X SDCP22858� Sr;CF-`2nl2, Strong -Drive SDCP Timber-CP Screw, 1D CVT'Zlr C�LT_"Z T"I'l 1'�17 CL1 dil concea Me Joirt T es 12 H TSM Hi HIS,24. HTS28, HTS?Q HTS301C KstllvY TY'Asi Strap 19 MUS215, MUS28 Face -mount hargers
SUCP2' ?1100� lSDCP22i 1134, SDCP271400 11 DJT14 Decslosit`lrs� 13 LITS0161i HTS020KTZ Heavy I vost sIrap 20 SLR. SUL SURC, SULCaeres. hangers Skewed face -mount hangers available in w<hh5 rangmg frorn I
6 SDHR2740O SIDPIP2710114, SDHR3140OSDHR31614 SATong-Drive SDH R Combin-1-ilead Screw 112 IDS Dry1ii'Vall Strop JA LFTA Light Floor Tie, Anchor 9)l8`tD3.g/16` and heightsirlinging from2-ItlWils
7 SDS25112. SM51134 SD526200, SDS2621Z SIDS25300, SDS25312� 5=25412. Strong-Dirve GOSS Haavy_Duty Connector Screw 13 FC4 FOS Framing C' LSTAR, LSTA1 2 LSTA1 6. LSTA1 6. LET A21 � ILIE;�TA24. USTASO, LSTA36 Straight Strap$ Concealed! flange version (SURC, Sui available for all double
SDS255M. SDS725800� SD.S25aM 14 FWANZ Foundation Wall Angles LST14g, L$TI73 SIffaight Straps 2X and 4X models; on ly acute flange is concealed.
a SD825112SS, EDS262OMS, SDS262126S, S092630OSS. SOS2531258 Strcirrg-Driv� SM Hillwy-Duty Connector SS Screw 15 ISM GA2 Gusset AnoleS 17 LTFi LTBW Bridging 21 U series hangers Face -mount hangers available in worrins ranging front 1-96116� to
0 SDV4F2716, SDWF2720, SDWF27724, SDWF2726, $DWF27W 51trong-Drive, SMNIF Floor -to -Floor Screw 16 H2A, HZ5T, H8, H10A-2, H10S, H14, HGAIII Hurncarto;ies 18 LTS1 2 LTSI 6, LTS1 S. LTS20
Light Twat Strap gland heights ranging from 2-5/8" to 1 1-11�V'
17 HCjTZ Heavy Co,c*ak-_d Joist Tie 19 VA G kledrumGwderTedo"�
18 HH4 ' HH-6 Header Hangars 20 MST27 MIST37, KST48, MST60, MST72 Straight Shape
FLM Q2ff-fiflit 19 KBSIZ Knee-fllaccp SWNUIPT 21 MISTAP. RASTA122, MSTA15 IVISTAIA, MSIA21 MSTA24, MSTAW� MSTA36, MSTA49 StMight Straps KVIQW�Rfl
20 1.30,1_50,1.71O.L90 Ang*. 22 MISTIM, MSTC40 MSTC52, MSTC-66, MSTC78 Suaighl Straps
§2" Product Model, NUMWLQLNM Product opligrintlein 21 LCE4 Pov. Cap 23 M571C"S3, MSTC66115 Pre-PentStraps i # Product Wide[, Numberor. Name Product Description
1 ATR318, AT RI 12, ATR&B. ATR314 Threaded Rods 22 LM, L.5550� 1.870, LSQO Skewable Ange5 24 MSTI-2e. MSTI-M, MST146, RISTIONJ, MST72 Straight Straps I BA series hangers Top flange hangers arrialabfy in soothe ranging from 1.9119"to 7-
2 ATU;D5. ATUDS-2, &T UM, ATUD9-2, ATUOQI, ATUD1 4, ATL1014.2 Aluminum Taae.LJp Dellice 23 LSCZ Arij ustable Stchr Stringer 0on nertor 25 MIT S 12 MTS1 6, MTSIS � M Tl,;00, 1014 C, MTSISO, UT WOr- tbdiumTvAstS[,aP 118" and heights ranging foarn'7-1 fS' W V',
3 UPM-2, SP112, BPI/2-3, BP516-2, BFVa-31 BPiM, EMM-3, EFRTU034 Bearing Plaw 24 LS,-SJ26LZ, LSSJ25RZ, LSSJ2812 1.5,1-J12SIRZ, LSS�MLZ, LdGJ21 XlZ Fiek"I Adjustelle Jack Hainger 1-i NQA2xl0 12, NCA2,02 1121, NC,[42x6� IS, INCA41MO 1 13� `PLA2x12-1 5 Bridging 2 QGbF sedw hiningers Top nange, hangers in warlifis ranging from to 7.
4 CNWM. ONWM. CM04's8, M11W34, MY&S,1112, CNMM-wa Couplerl%ruLs 25 LAM, J819 � LSSR-2 1, LSSR 237, 1 &M2:55 11 - S SP 2 -, 0� 2, _Sl 10 FiLkl AduslarlL, Hainger 2.7 RCIM1112, RCV43 14 Wail Bracing 1)8" and heights rang Ing front 0� I f4l" a 24'
5 CTUD55, CTUU05, C-TUDW, CTLY075, CTU1076, CTUID77, CTUD67, CTUD66, CTUD97. Coupling Take -Up Device 25 I.TP4, LTP5, T lit PlauF 26 RPS18, RPS22, RP$,28 Repair Plate Strap .3 DGF seri" hangers Top flange hangers evolariblay in widths ranging from I -Ir." to 3-
CTUDW, C;TUD99 27 M_-M� &11_242c Mi-282, MI_287� 11,11-2107 Ariges 25; RSP4 1W d to Plate Con nectnir NO' andheights ranging from'7-14"to 24'.
6 N3. N4. N5, NO Heavy Hex Nuts 2S MMH8 Root Tie-L)o.T, -30 SP 1. SP2, SP4, SP6, SPe Stud PII Tie 4 [Y,4HF senee hangers Top flange hangers avaiiallite meridths ranging from 1-314'to 3-
7 RTUD5, RTUMS. RTUU4, RTUDAB. RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take-U p Device 29 NWHC Hinume Rcof Curnwicr 31 SOK4 , SIRKib, SPM Heavy aud Plate Tie W10" and heights ranging from 9-1a* to 2-V z
8 TUD9, TUD10 Take -Up Device �* MMILUZM� M&UX-2, MMLV25, MMLUi MMLIJ210. MMLM1 1, MVILUR�*� .4VImLi.;Q1 1 F.-e-Viourt Hcngers 32 PSI -5. _Z�SZ�5, SS��. $�iA.5 Said a 0e 5 EG5� EG7� EG9 set" himigers Top flange hangers available inwidths rangifrq from 151/4�'tc a-
9 TUW38 Take-11.1 p Washer 31 RSG RGGP Root 5,cundary �-Ilps. 33 ST9, ST-12L ST18_ ST22, ST292, ST212Z ST2- 115 572215, ST5215, SrTB224. ST82M straigh, Straps 718" and heights ranging from 11 " to 32-V2`
ID URS3 M" Uplift Rod Run Tedown Systern 32 RETI-3 Root TwDnvn 94 TIA20, TFC7, TM 7836, TG42, TB48 TW,4 Iremos -af--j Tension Bridging 6 EGO series harrigeirr Top flange hangers availati wdths ranging firom, 3-61Wto 7-
11 Li 112" Uplift Rod Run Tiedomm System 33 RTC22Z, RTG42, RTC2Z, RTC4� Fiat Tie Connectors 35 TW'910 TM612-2, TWB14 Wall Bracing IJ4r'and heights ranging from 1 1-1AN'to 32"
12 URS5 518" Uplift Rod Ron Tia"viri System 34 5Tr.STCT.OTC,HTC4 TrussCrip.- 36 -,Ar-T- VGTR, VGTL Variablelcltrh CaderT.edown 7 GLS series hangers
Saddle hang ars available In Willi ranging from 3-1/4" to 6-7t8"
13 URSe 314 " U plift Rod Run Tedown System 35 TiCaT TJC577 Tiruss Jack Ch " ps 37 ANSI 06, WS 10 OC, W B 1 -28, W8 I N C.; VAA 143C Wall8racing and heQhts ranging from 2-112" to 29'_
36 Z2, Z4, Z44 Panel suffelier �- �,t 8 GLTV series hanilers Topflange hangers available in widths ranging Itom3-1hWic 7-
ItS" and heights rongingi from 11" to 3?'
FL#10441-09 =00-M, 9 HIS series hangers Ica flarge hangers available in widths ranging frit 1 -V16' to 7-
F1.01I lZand heights ranging from 8" lin 39'
§W =9110 M2991. 82MLILMINUO RM99191 2214MI201 hydliqt filgai Numb�er RLbLun PrQgMClDM..=lQr1 10 Ill series hanger 6 Saddle ianger� available in vvidths ranging from 5_IK' to $ 7M"
I DTT2 Hold-down Silit Prioduct Model. Number or Name Product Description I MR2 37x&6, 08142.1701ili CEOT1,374.75 Commakwil hangem and heights omiling Rom 10-117"o 2W.
W
2 HDC1014, HM= Hold-down 1 AHEP Adjuslatle HP -End Corrmictor I VU� DHU, DHUTF series hangers, Folre-niount =, DHU) and top-I'lange [DHL)i hampere 11 HGLT series hangers Topflange irargers available in wdtlis ranging from 3-141to 8
3 H DOB, H HDQ 11, HHDCr1 4 Hold-down 2 IOESC'2211-SD�5c!l� DSC2LSDS1, 0SC5R-SDSr,! DSOK-SM3 rnat; Strut-nnnecors w a Nal b le �r vMVi a r arlitin g from I _N1 9' to 5-9)1 V' a rid he ig hts TM'a ind he ig hits; ran g ing from 7-1 Mto SV
4 H OL.12, HDU4 HDU5; HOU8. HOU 11 H DU1 4 Hold-down 3 GEV__ Sable Elface Conreclar ranging Irom 9-1/3" to23-15116". 12 14GLTV seriles hangers Top flange hangers available in,widths ranging ftom 3-IN'to 7�
5 HPA28, WA35 Stirap-sty$ia Purlin anchor 4 HCPI.81, IrICRZ HCP4 Hip (-"a( Plate 3 HGX134_-SVS, HGU5 2ZSOS_, HOLli PIGU7.0ii HGU7,25. Fae*-mount harigars 1/3'andheights ranging from 14'tD 3V
6 LSTHD8. LSTHD6RJ Strap -style hold-daAr 5 HHRC2-2, MR042, HHRC42-2. HHRC4tl 31, HHRC44, HHRC5 2513�25 HHR E;5,3713 12, He@ V'Y 11 p to Ridge Cc n necircirs SDS, HGM00-:306 13 HIT series hangers Top flange hangers available in Wdths ranging from 2-5116i"to 3-
7 MASA MASAP Foundation anchor strato HHRC66 4 HGLIS seres hangers Faoa-rnount hangers available in wraiths ranging from 1-51F to 7- Ma" and heights ranging from, 18` to 26'-
8 MPA132, MPA144 Strap -style purl n anchor 14 HUSTF series hangers Top fla nge joist hangers av allable in wdiths ranging from 3-1 ts" to
8 HR01 61, HRC22 Hip Ridg� M" and heights ranging from 5-6116"to 12-7AV,
9 PAI 8. PA23� PA_38� PA35, PA;5I PA68 Strap -style purlin ancrior 7 LRU-96, M 125 LRIJ210 L-RU212 Rafter Hancipir
MHGU5 25-SDS, HHG135 50-SDS. HHGL35 b-,2-,SDS. HHCU7 Gl`)-SDS HHGU7 25-SDS, Fac'e-mount hangers S-WIO'amd heights ranging frorn-S-3V to
11) PA118, PA123 PAM RA135 Styap-style purlin ali 6 LSUZ6� LSSUA LSSU210 Llght SillpeabliliShrewable U Hanger HH011-19,1010-SID-S is HUTF, HUCTF series hangers Top flange hangers available in wdths ra"gingittom 1 -V16` to 5-
I I STHDIO ST[4,010RJ Strap -style hold-dovin P TBF4� TSE6 Truss Bea ringrPnNancer C HHUS26-2 HHLJS2e-2, H HUS210-2, HHUS46 HIMUS44l H.HUS41 0 HHUS5,5N10, FaCe-MoUnt hari 1/2" and heights ranging from 3-7119'to 1Y Concealed flange
12 STH014. STH014RJ Strap -style hold-down 10 M,-z4, Tc�=d -r-2,1 Tniss G_ NP PHUS77 25n 0 version Hi available for all modeh having width equal to or
11 THA2,9, THA213, THA21 8, THA218.2_THA,,,22-2, HA413, THA41 3, TRAC418. T HA422, Adjustabirl 7.,js,� Hangrer 7 H-s-1 R rrsul-, HSi HSlJL C serk-_ hangers Skewed face-n-ount harigersavallable in w4ths, rainging from 3. greater than 2-90 U''.
THAC422 THA426.THA422-2,THA426-2 1,09" In 61?8" aind heiginis ianprig ftorn 4 204" to 15.&4" 110 1 series hangars Top fk9rige hanUeth available widthsiam:
ilin hom 1 -WI &Ao 7-
12 THAI I � 8 1Q2, TH Al2.06122, THAl2.1122. Tiri 22, THAI Mj H A[ 36 22; T HAI 4�22 Conceali ftwnr
ge N,errl�cin IIHSUIRC, HSULC�avaia]ule lair all '118" and heighlyi ranging from 5.3t&'to 26"
13 THAL422, THAR422 Sikarimrl rrLms Hancer double Z(ard 4K rrcdois� onii;ticillim, fri ts� ooncelfrsd 17 MAIPH series hangers Tap flange hangersavalable in widths rangirg from I �Vta' In 7'
14 T4JA26, LTHJA26, I-THIMA ii'lViar"EU rJr -11 U20 2, HTU2,$ If2` and heights ranging from 5-311T'ht'37
6 FITIJ26, HTU28, HTIJ21C, 1 -2 -21 HTLV210-2 Face -mount hampeis
15 THJM2-4-SzDS3_ T.HAA25.,q
, OSS, Ti-OU26, '-HjLJ2VVl Mlrltip�e Tm-as qange,-s V HU, HILIC soirles hangeis Face -mount hangeqszviailable in widthis rangingfrom 1�9/16'tc,7. 18 ITS series hangers Top flange hangers available in widths mri from I -9M61 to 3.
16 TSBR2-24 Truss SpacerwRestraint If2` and heights ranging from 2-718" to 19-114" Concealed flange SM" and heights ranging from 9.1 t&'to 16'
17 VPA2, VFA,25 VPA�_�, VPA4 Variable Prtch Cl-checters version, HUC) available for all rriodals having wdth equal to or 19 JB series hangers Top flange hangers available in width of I1�9116` and heights
18 VTt.;R Valley Truss Clo- greater than 24;06" Fang ing from 5-318" to 7. 1 il�'
10 HLIC00.81/9-SDS. HUC01 8VII-SDS. HJCQ210'2XSDS. HUCiQ_2IO_11.SDS, Hi Face=rnwnt harrgws 2D JBA series he ngers Top flange hangers available' -Adthoft-g/16'andhelghts
rang ing from 9-V11 15" to 13-1181,
b L i - L ICQ 12 - 5 U 5
Simpson Strong -Tie 2020 FBC Approved Products Updated 12rV,020 Simpson Strong -Tie 2020 F13C Approved Products Uprclinta 1213dl:,32o Simpson Strong -Tie 2020 F13C Approved Products Updated 1MV2020 Simpson Strong -Tie 202D FBC Approved Products Updated 12J30r2020
Fordirool Ink's to 91 SST apprdval% Sabra belve, �JLCAJffft& Foirchaal lichs to all SST approvals Isted bolo,, 1;Ll6� 14ER For direct Inks lo at SST approvals Isted k4vy� For c5i Inks �o of SM approvals listed belam �,JJCK HgR
For additional infixtriallun isigthgN Halides 31aWMe Product Approval Sv:Aidn and Mom-Dado Qtyunty NoW4 ofAGolipullice 4bli gLahl4M. For oddinonal information rrtqa� ding Flonclas Sialareide Sy-.�lem an d Marn-Cade 0xin ly Notice d Avoirip".1nCt IMD,-C, For additional informaton tagwifirria Hails's Stat"ide P�cdvic-.Appwal Syslem wd Mom -Dade I_wnly Nov-- 0 A;mrrtance lNOAl, j�U4��, For inictorral lrillonalbort tegiangirlip FlixidasSuillooride Proluct AMoval System and Mami-Clado Curdy Notice of Azooptance (NO,A),
2" ILB seritirs liongi Top 'flange hangers tin, ailailetif in witith of I-W10"and heights ELM 140-FC5 1!5 SI.BV1,% SILBVI,81, S?LBV`2,045. V.8V2,37, SqV&-,S. 5&&a% S/LiSV3 12, Top Flarige Jor.A Fldrge�s F5 SET_XP Adhealhe Al"whinfrar concrete
ranging from5-3)8'to 16-11V Sili S6, SJL13V3OZ S&BV4_06. 9lBV4 1Z VLBV4 2-9. S,1LSV4,76_ S/LBV5 50 40 Strang-Boh: 2 (SrICK, ST824SE� 7WMSS) Stiongi 2 YVedge Anchor for concrete as,01" in carbon
22 1 sames Inargers Top flange hariffelt availoors, in Wicith of I WIV'arrd heights ftggz gggdei NuMPKALtWM9 Product 2M.Iualm -12 ---LTTZfj, -VDTT2Z, S&frT1 4, HTT4, HTF,' 1`14.lcmers steetand TypasSO4 and 316 slairliest; sslV
ranging 13-Vall, 1 HHUS521043, HHU8210-A Joist Hanger 20 SWST60, SMST72 Slaps 118 mil (10gail 7 Tithan HD (rHD4I, THD-HMG. THMMSS, THD-HWS, THID-CS, THDrCrS8SS) Then HO li Duty Screw Anonor 'zK concrete and masonry
23 LEG3� LEGO. LEG7 series hangers Top flange hangers available in widli ranging from 3-114"to 0- 2 HRS6. HRS8, HRS12 StrapTits5 2' S14 SLIPS Stul J Plata T lias avaltable,01h hex head in carbon sheol aild Typed 304 and $16
718" and heights; ralt9ling from 9" to 33-112" 3 HIJOC1210-2-SIDS, HUOQ210-3.SDS, HUC0310-SCS Joist Hangar 22 SSP DSP, TSP % 0 Plate Too, stalittlei st", or with countersunk head, in dardom: steel and
24 NE06, MEG7 series hangers Top flange hangers availade in widtha ranging from 5-1/4"to 6- 4 THG82, THG5S. THGBH2, THGBH3. THGEF14 Joist Hanger 23 --1-, CTC Trusscip, Type 316 stainless steel
718" and heights ranging frdmQ'to 32-1t7' 5 THG02-SD93, THGQS-8DSA.5, THG0112-SDS�, THGOH3-SD$4.5, THGQH4-S;OS8 Joist Hanger 24 TBD22 Truss Brace Diagonal A Titen HD Rod Couipler (TH 0576334RC, THD5M4RC) Tirem H 0 Threaded Rod Coupler for concresti,
25 NIT series hangers Top flange hangers av- inkabler in widths ranging fircim 1-9116" to 5- 6 THGM-3, THUM-4, THGW4-3, THGW4A Joist Hanger 25 TJC;37 Truss jack Contriecror 9 Titan HO Threaded Rod Hanger (THL-62M6151FIH, THM7158RH, TH03?212RH. Tillen HO Threaded Rod Hanger for concrate,
118" and heights ranging from 9-1/4" to 24" THD50234RH, THDIO212RH)
26 PF, PFS, PPD8, PIFIDSB series hangers Top flange hargersavailable in Width oll-06"and heights 10 Wedge -All Wecip-All Anchor for masonry
canging from 3-W8'to,7.VV'. FL_#1 147341:5
77 RR Ridge rafter connector
26 WP ivarriss barVom T V flange hangers available in widths ranging from I W16i'to JiW =uA 02921, hiamkill Q: NAMI tM_d_Uct _Q02W"a
1, Num ber 2r UgM2 =U92=001tion MMUMM
I Is" and herg hris ran ping P-1 14' to 32". 1 CETAL20 Double Emhdolel Tross Anchor (ZQM62-SDSIlli COUIV14,62-WSI-iDG, CCQM5_50-SS=.SHDG, CCTDN13.e2-S0SG, fillysorny Pre$ Caps;
-TOP44.62 "0SDSG,C0MArr362_SDSG CCCOPA4,62-S SG,
FGTG FGTRFL, FGTRHR 04reller Revzfe Ar0tor Or -SDSGI CCTQM5.5 0
HIS, H16-2� H16-2S Hurlica-i- T �e 1 AT-XP Acrylic Adih-sve i concrete or mason vy
FLCOM-115. 4 HE7,Al2, HIFTAS, Hli HFIA24: HIFI.A40 Embededd Trus;,, Ane.Lhior
E�CLOV03-62G.K11, FCCI_QM4.62G-KT. ECCL0kA5_C0G-KT, ECCLLQMD3.6X_4�-Kl,, Mai,,Grary Pat Car� 2 li E7-HP Epoxy Adhasive for masonry
-GLLrAQ4.62G-KT. LCGLJQMD.5..1,K3 K7, EV,;LRQMCQ.fQG-KT, EC LR E�� 1 1, SET-XP SE7.XP H ig h-Strength Epoxy Adhogirre for nriarson ry
_TAL12, HETALIO, HETAI-20 E rn, b ad d Lx_i T rb s�, A ri _,h L , F, C QM lid�Q
Sea 0 Product m2dol hunilimu?.r. Natrig. lowduct QgISHoWn 6 W�AIAIO HMO KT, =_1_RlQMD5_5VG KT 4 Strong-Selt 2 i(STS21) StrorQ-Boft 2 Wedge Anchor for masairsy
1 ABA44, ABA44R. ABA40, ABA48R; ABAG6, ABA66R Adjusbible Post Base 7 HHFFAI 6 HHETA20, HHETA244 H HETA4D Huzy E-boddrd Aithor 3 VSUM,15,25� HGUM5 511, HGUMTVD� HGUIOrT -75 H* LIM9 DC H�wlry PlAas,--ri Han�ets 5 Titen 2 (TTN2) Tillen 2 Screw Anchor for Corriewhe (D
f3v dc r - ldowq� 4 Lf- IU'IM21&2, L GIMA26.3 LC L) M26.4. L G t 002,81-2, I._G U IW8-3 LG U M28.4, LG UM2 I 0�2. Ma�rrory Boarn H angers 6 Titen HO (THD.H4SS, THD.H6SS, THID�CISS&S,) Thlon HID HeavymDury ScrewAnchor for concrete available in 3C4 (D
2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ASUM. ABU35, ABU66, ABOMR, ASU88, Adjustable Post Base 8 1_3T2, LG ZMK5, LCT4-SDS,'
ASU88R, ASUIO10 ABU`1013R. ABUIM, ABU1212R 9 LTA2 Latcral Twfl& AMC',C1 LUMV210-3, 1-GUN210-4, LOUM46 -GUM148, L.-UMAID or 316 stainless steel with hex head, " 1116stainless steel with
3 ABW44Z, ABW44IRZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ. ABW7.7 Adjustable Post Bii 10 NEI Al2� IVETA16. META18, META20. VIE-IA24. META40 Ern -b e---o ed Truss A r, ch a r 5 NEHA312M Z5, MBHA3 12J 11 �25, %VHlA3_55f7 25 M,�AZI 56fgi-25, MBIAA3,56/111-2 S, MascrityTop Flange Edhm Hanger,, countersunk thered.
4 AC4, AC4R, ACE4. ACO, AUR. AC'F-3 Post Cap 11 NSTAN124, MISTAM6, IvISTCM40, MSTC?,4k!D ' ,,I T'- , LX &V, sc, in, 16SHAS 5all 1,88. M6HA3 5a"14. IvIli 56115, WsHA3 WMS NISHA5.50T7,25,
7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or firrisonry
-AR_ 305, BCGR. BQ8 3C52-2/4. BC52-3M Post "P 12 MTSM16, Wi 51,12% HTSM1 6, HTSM20 I %mv. 5bap �-�T Masonry 5_ 8H.A5.5OY1 1 25, 5VEH A5_50;1 I M TYWI Ml �l3ll 4, MFIH A i. ,
5 EII BC46, 5( N'EiHA M�25, M 5 50f 13
6 CB44, CIS48, CW CS66. CBM Embedded Colu-nn Bass WEHA950118
7 CBSQ"-SDS2r CBSQ66-SU:S2, CB5Q86-SD6Z CSSM-SOS2 Embedded Column Scale, MISHU3.56ill-25, M131-41J3,W-11.65, M13HU' .W14 M6HU3.6Oile, Milownry Uftrri Hangeis
8 CC, EXC, 7C CU Series Goi column caps 60 VO ranging from 3-114" to 947 and F M 1491l R5 F.Wilit 5&118, MBHU5 5CIrg -25, MrsHU5 MIN 1 25,11,113HU5-Mi I W� k4SH U5.50M 4, >
9 M2 ranging from .3.5?9'to 7-112" lVO14IJ-150110. MBH1LI Bea Product Model. Nurn ber *r Namile, Product Dewriptlan Cz 0
XCI-SCSZ5, EC0Q.SCM2,5 Series Scrrmond column caps with W1 ranging from 3-1/4" to S-V21 and 1W 212"gl MOM, hual IME or U2102 PMUct �p �] 1 X341711016,51K, XISIO16,XIS1011"K X014GO18i, XQ113101&4K #10-16 Strorgi-Drive X W" Self -Drilling, Tapping S,cmwstwithr 03
VV2 rangirigi from 3-518"' t67 .112" 11 CTTIZ QeckTelrs&oi Drill Point
110 CPT44Z, CPTOC, �'PIMZ Cancea*id Feet Tie Rose 2 f M 2', P Orl 5,1 60[ifld W- z1owns 2' XLQI1 4T12' 24, XL0l 1 4MI2�4-!,Y 4T244 Stiong-DriveXiL Largo-i-ioad Moore] &9-Drihing, Tapping
EP044A, EPE444 EPIS46, EPSEZ lErribedoed Poet Base 3 HUG41 HD55� HD7SI HDRE BolLed Hrldolem=5 Scre�vs with #5 Drill Point arid Large Diameter Hex Washer Head
12 li Embedded Post Base 4 HT7174� WTTS� H-175-Val T,,-;r
4h 7p
§Sg_g Procluctfilloget, MuMNr or Nii XV41114SIV4, XMQ1 1481224-2K ;912-24 Strongi-OlIve XM Medium -Head IiiWAI Ser-Onflin g.
,Me Product 2MOMtop 0
13 LM44. LCBM Erritcladded Column, Base 6 11 LTT2DB, LTTI31 IAS-4 0 S W226M, SIrrong-Dirnle SIM EWP-PLY and TRUSS-Ky Screvei Tapping Screws with #5 Drill Point and Meallum Diameter Hex
SaMl_2300, SOW41338. SMM=4333, SDAM468 SD`01226CO SO 0 � 0 -
14 LP04Z, LPC6Z Light Post Gap Sr- -%,-A 4 XQi I 4SI 224. XQ1 14BI 224-15K X114S1224, XQi 12191224. X01 1281224-2K #12-24 Storigi-Onve X Metal l5off-Drilling, Tapping Scraws with
15 NP6447, MPWR, MPM87 Nbrinent Post Base 2 MAVVC15450� SMiNCIS800 Sacing-Orive SI)16P%fC TRUSS Screw; Dirill Point V__1
16 PB44, PB44R, PBi PEW, PBOGR Embedded Post Base z SDVV.41Q3rMDB, SDWHI940ODB, SDAII-11WOMD8, SD'JVHl_QM0DB, S-iong-Drive SIMH TIMBER-H EX Screw 5 X1.134SIC16 X1.1341810116-51K #10-16$tmrkg-D�veXUW�eb[Se4f-Drding. Tapping Screwswith
17 FSS"A, PSS48. FB_S6B Embedded Post Botse 4 S_D'.."2740303, SIDWH278ODG, SOWH-_27_KJY_-, SUVW77100033, SDVVH27120OrG &�org;-Dnve SID-WH TI PAEIER -H EX H DG Screw #1 Drill Point
is PBVO� PBVIO Round Post B&sL- mon _0
AW CEO= 112M. HUM &12LUM ProducADescruntion SXVS116212, SDWSIFS300, SDOP-316312, SDWS-1 840) Sucing4b"I'Ve SU1.14S FRAMING Screw
11950 0, S DIA'S 19 712, S MYS 22Z 00, SIMS22500 sr-TINa.2251 2. S DVWS 22800, iltmq�Drive SMNS TIMBER Saew Ifiriterlor Grace) 0
19 P044-16 FCA&IM PCZE-16 PC64.16, PC53.16. EPC44-16 EPCA6 8-1--48-18, Post Cap I SB518x24 SBTI&24� SBlx30 SB Anch.a, Spins I SDVV_ S
EPC54-16 EPIOMIS 2 ESTB16, SSTB20, SSTB24. SSTB2SSSTBi[4, S;S1']S3r_,, SST816L. SSTK'0L,SSTE324L. &-ST6 Arichor Bolts SMUSM-7800, SMNS22900, SDWS221000, S-MAe-22-110M, SOV.(32212M. SDVVS2221500 JUN
LL_
20 F04Z, PC_4RZ 1?0117� PC6RZ PCOZ, PC8RZ EPC4Z, EPC4RZ, EP=- Fpci3RZ Epcaz. Post Cap SST528L 7 'MyVk MODEL SDV��K24001)13� SDilit�a5LIODE! SUVVSMZ26000B� SOV;322800DE, s0song-Dirme SOWS T IMBE R Screw (Exterior G
FP(_SRZ &DWSM11 00008 2&1 Product Model, Number torNam2
2f PPR444Z. Pli Post Same Is _-fV,`S223I2DB8, 3DWS22.512013B 0604cor Accents SIT uctural Wood Scrf.siv I DSSCB43.15 DSSCI346, DSSCB46, DS48 Vlitw�i 40DnItStrutCon d 0
"'Mr"S2760088 SDIM3278OOSS� Slong-Drive SDVVS TlMBER SS Screw 2 PC B43- 5, F 645 5. PC B47 5, FCFIAP 5, PC B4. 157 fart$ Re%"s , V, Aos*c
22 RPBZ Rothri. Post Base FL#1 3872-R4 0 SYAG273ff.rSS SDVVCL174T1)SS, SiDWS276MOSSr RL P a
2OCSS I FPHSD,34SIOlB, FRHSD34SIC15. F-2r1S.D34B10l&5K; FPHSD3431214, for complia # -M Omplefe-i-ig-1 PHZD -to-CFS Sisf� U)
Seg Retinal Model, Number or Name IT 1-40MV13400 Strong -Drive SUMV SCLE�TC-RIM Screw FPHSW,,lr4S12l4, FRIHM3481214-6K Ita"W ff �, , YA a M
I CMST12, CPAST14. CNISTC-16, CS14, C-S-10, OSIB, CS20, CS22 Collat®r Straps 371N22 Cvicloor Aeahts Hw �Haad Washer 4 LSPC2.25. LSFCA 25, LSFC6 25. S-F,,-,2 25, SFC4_25, SFCG 25 by 09W I . rFBC 7th M - d .0 tile. L_L.J
EUMM-M 2 HRSF HRSR HR512, FI FHAIR, FHAl2 FHAL18 FHA-24 FHA30, FAST 4;M5, Strap, 97 mK t, 2 a a) 5 LSSC4.25, LSSCS 25, SSC2 25� 53G& 25. 55CE.25, rUSSC225, tASSC4,25, MSSc6 25, F ny. oil
rAZ300
,412" Product ModalL Number or Name Product UMMIlon IMSTM8 MISMOG MSTI72, SMST27. SlWT37, VVISTM-8 MSSC4.25KW, 1ASSC6 25KW
I FJA, FSA Foundation Anchor 3 HTSIG, HTS20,IS24, HTS28, HITS310, HITS= Heavy TvAst Saalm FLW.&M3-R3 6 RCKW3, R CKW5 6, R CKW7 S� RC1,(WSS RCOV5, 6S Rigid Knee Wall Connector
2 FRFIP Flat Retrofit Foundation Plate 4 LSTA30, L-STA36, LSTI49, LST173, MSTA9, 'ASTA12-2. MS-IA-5. hASTA-18, MSTA_')J, MSTA24 :Straps 45mil f-18 ga0i 7 SCB43.5, SCS45 5.811 5� SCB49 5, SC841 11�5� MSCF545,5, M80847 5 Bypass Framing Slide -Clip Connector
3 GH464 C+4", Qol`14"; GFAS-8, GH410-6n G1441". G1166-15. Glrl6i". 131146", GH66- Girder Hangair 6 11 LSTIAIZ ILSTA16, LSTA18, L$TA21 . LSTA24. ST2K- ST2� 22 ST21 1 5� ST221 6 Stops 3,7� M! M lila'.
C - , & S�' S32-W97 SCS62-5/97. I 8� SCSU-511 18 Bypass Fram ing Con nector
8, GH61 C�6, CH61 0 LSURK-1 7-M 245i MSUSH3,25 SWgirg ClhMmuluF AS 1 -3, .45 18,85, AS 1 SSO 16 ga Truss Pildes 9 SOV1.13 25, SCW5.5 Head-cf.'Wall Slide-Mip Conriectcy
4 GLB5A, G1.85a, GILBSC. GLSW, GU137A, G11.1378, GUSM GL870 Grulam Beorling Plate I Ii Lateral Tie Plate 2 A52UHS 20 go High Str4ength Truss Plate 10 SJC8.26� SjC1 0.25% M-RiCa. 25� Ifirli 015 SWei .1ol%t Contractors
6 GLBT512, GSLT812, GLBT510. GBI.T616, GLOTS20, GBILT620 GIVUM Bearing Plate 8 li LTS16, LTSIS, IrTS20 Light T,,,W. Str-os 3 Asm-2-10 20 g- Truss Plato 11 SS93.518 Bypaes Framing Slide -Clip Stut ConircuuWA
0
6 HGLRA, i HSli HGLSD Heavy Glulam Bearing Plate 9 NSTA30, hISTA.36. ST6215, ST6224 ST9, t-,T12, ST18. ST22, s1STC28, fASTC440 MSTC52 Strap,554 mil (115 ga; 4 AS H P Hinge rate Connector 1 _2 XLSH34B1414, XI-SH78131414 #14-14 Strong-Drivis XLSH Tapping
7 HGT.2, HGT-3, HGT-4 Heavy Girder Tiedow 10 NSTC-66 MSTrla, 9-8236 Str" % "I (14 g a) Sictev's a
8 1.117PIC-SCS3 Urlirlersa I raiurdaton Plate 11 NTSIZ 0.11TSIO, MITS18 i MTS30, IVMS240, MTS33C MeLd iurri "'mrst Strzauz 1n X01SIDIS, X01BID16.41K. X01S1214 X018121445< X078SI224, XOM1224-31K, 1110-16,412-iLl and *12,24 Simirisl-00m X Metal Sedf-Drilling,
9 URFP Universe I Retrofit Foundation Plate 12 StErl. 56, Sel 81. SM.Lyj, S,132.37, SirM, 5115, SIB2 68, St`83� 12, SS3 56, S1113, 62, SIM, 00, Top Flange JoatHargers ELCE42-PA XQ1 14Sr1 224, XQI 114B I 224-2,5K XQ1 I ZS1 224, XQ1 129 I.2424-21K. )04 M 010- 5K, TappingSlcreom,
984.12, W134.2el. 31LM,75, SJB5.50 XIS1010, XIS101164K, XIS-1214, XIS1214-3 SK (D
13 59BA21218, IMAZI12AC, SLEIA2.1212, SIDA2 121114, %8110, Top Flange Joet Har�iers S" # FrvdIjgJ Mgol. NumIML ip: Name
P-roluot Desgriptlon
ftAi,415TIZ, I ET -HP, Adhesive Anchor lor concrete
'14 Shi Hurricane rr e 22 GAC, GDP, GIDROSO, C0PIV-75,C;DPNM0O, CUPS, r,'OV60, GW.75, CAVA 00. GTH Gias-actualed lastoner, and assonliblies
is qu DOS, &440M sn-mlosj Sep D1 06, smm ss� s6i Hoklosm, 3 PDPA, PDPA-K, PDPA-MG. POPAT. PDRA7�K PINW, PINVVI" PINVJP-W POPAWL, Pan-Mer auttiated Fastener s� Hi read ed studs, and chisee mblies
15 Sin DU4, aff-1--hJ5, S11-031-19, VHD U I I Holdown, P'_)PXM -M,', P_qVL3, PSVL3-K, POLDPA, PIPCILOPA, P-rFZHA4%, PTRHA4
IT SfJCT, -',JTVCT Joist Hangers It SET=3G Adli--we Anchor for concrete CL
SHEET NO,
March 6, 2023 PA 1.3
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MIAM N.U.4-W-DADE COUN=
FGTIndustries.Inc.
FGT Industries, Inc,
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FRODUCTCONTROL SECnO.V
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11905, SW26SOK, Rom 203
N 011(1-- OF ACCEPTANCE: E VIDE XCE ST-B-NM"TED
NOTICE Of ACCEPTAN-CE:
I)EPARnE.NTOFREGU='L,A,TOR'li,,AND�r,,,(����10!'W,CO.NUCR---SOI: ES(RM) NA-21am Floq4S33175-24114
BOAZDAND CODE ADM1sa5TRJkT10Xu1`V1s10N T(796J515-2500 F(766)315-25519
NOTICE OF ACCEPT�LN ICE: EX-MENCE SUBNHIT'ED,
-NOTICEOFACCITTANCl�E LNNOA) �Iscoag_nr
WMM1MihftS_"
L Eridence subutitted under prexlous.N CIA
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A. DRAWINGS
R� TESTS (continued)
1. Nfiami DadeDepartment of Regulatoty and Economic Resources (R.Ek)-
Q) 0
0 7:3
PGT Industrks. Inc--
1070 Technology Drwe.
1, N.1anufacturers die drawings and sections.
5. Test report on Air infiltration Test� per1FFK_-_!AS2)02-94
(3)
0 C
North 1enict. YL
tSubmilmed nnderYa-4,Vo- .04)
21 Uniform Static Air Pressure T,e� FBC. TAS 202-94
Et N-LkTERLAL CERTMCATIONS
SCWE'
-5570 -NI'myl Sliding Glass Doo.-NO. i If. sheets 1
DrawuigNo.'_%1D _0,tided
Resiqsance Test. per FBC - TA S 2-0 2 -94.
1 . Notice of Accr-,wance -No. U"528.14 issued toVission FixtrusimLinited fortheir
.0
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This 140�k is being issued the applicablerules; and regulations govwiin g the use of coanstru&on miteria k Il*
through-21 o f 2 1 prepared by manufactuxer, dat ed 0 -0 5, 15 with re-vi sion A d a t ed
4! Largel-fissile Impact Test per. rIBC� TAS'201-94
Rigid PN'C Exterior Exn-usions far'"Imdows and Doors". dated 094 3115.
C/) >
7:3 E 0
documentation subanned no& been wdewed and accepted by Mami-Dade CottaWRER -11-roduct Couftvt Section to.
04,'054T signed acid scaled by A. Lynn Miller- R11-i
3 �v -dhc Wiad Pressme Load ME per FB C � TA S 2 0 3-94
expiring on 0%,30!l 9
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t�e uwd in:sfiluut Daile Coulity andother area s what Allowed by the Autholin- Hariq AltisdichQu (MU).
161FOrced Entry Test M FBC- TAS2021-94
2 Notice of Acceptance No. 16-09-10.08 issued to Vision Extruston Lumited for their 'YE
Cn 0 M
This NOA shallnotbevalW afterthe expw ation, date staledbelow, The Nbanii-Dade Countywoduct ControlSec�w
B. TESTS
along'a, Ill triarktd-up d on g s a n d in 51 � a, lbt i on d ia gm, n of iiin I � lid 4 g la s s d oor. prep, M.-ed
A Im 1�
1.00 Tan 202 and lighter Shades Rigid Pl-('Exterior Extrusions for
(In,Miami Dade County) anid4orthe A111 Ion aressaden dnaaMiann Dade Counq vese nve the righ t to have, this,
L Test report on 1 11 iffniul S�_JL ��kjr P, el ii�;ti[ie'Test, per,FBC� TAS 202-94
b,,r Temliri,te', Lab- Imc, Test Repoll�Nio, f TL 8,4419:, disted I 111)(5,111 sigired and
Wadows, anti Doors". dated 11,08,16. v�paiog oa 12�291J(2 111
Fi
product or watierI& tested far quatityassarance Purposes. 11this product or material:, fails to petform in die a, c ce led
P
niatiner. lbemattafactarernrillinewthe expease of suclitesting and, the AHSmaynamediatehrrevoke, mo di�y. or
2 l Large Mis-sile Impac tTein l.w FB C.,'TAS 20 1 -94-
3) Cwhc'Uk"at d PrttvAire Load ing per FBC= !AS 2'03-94
sealed blvldahnis Orttga, P. E. (Test report revised on 1 1�104,1 5 and 02,11 1 1,1� 16)
'report on 11,i _-& Infiltration Test. per FBC, TAS 102-94
6� Test A- -
4 issi � toN, I E n Linated, forrthm
3., Notice of Acceptance No. tted 1511ori: V111FA0
"Brown Coated (Painted oz- Laminated) Wine Rigid PI-CEiverior Extrusions for
vuspead the use of such product or material withni their urisdiction. RER rt-jemes the rig -la to revoke this
draw mp diagramofviff-d door.prepared
2)Unifacm Static AirPressitire Test- FBC� TAS 202-94
11 hittows and Door,". dated ft 'IM5.expaing on 09,,'-30119-
a
along with marked -tip and iusiallation 1 sliding gbss
per
_
acceptawe. if itisdeterniA*dbyiNLimi-DadeCount,�fProdirtCoutroI Sectionthat this product or material fails to
nwet ihe requirements of the applicable building mode.
bV Fmestration Testing, Lab- irsz.- Test Report No. Yn 8717� "d ated 12!07115- si,"ged and
3) Water Rjesistaire Test. per FPC - TAS 2102-mO_4.
4, Notice of A%mentance No. 16-07 12.02 issued to ENERGI Fenestration Spolutions USA�
-C
4-JUX3040
This product isapprevedas. describedhesew andhas been &-esigued to comp4rwifh die F BuildingCode.
ine luding the High N-elmity Humcane Zone-
sealed by Idalmis Ortega. P_ E� (Test report re-v ised on 021.5, 16 and 01 '14 16)
-
Test report on l't Air Infiluatim- Test. per FBC � T-AS 0194
4 Large MtS%k Impact Test per FBC- T-AS 201-94
-Ti -
- BC, TAS 203-94
45. Cv.-dic Wind Presswe Loadin-c pe-- F
Inc. for their and Lighter Shades (Non-Milte) Rigid PA Exte-iior
sto dated 094 5 -16, expiring on 0104 1.
Xtridows and Doors
Extru ' us for A
p
iir�
1) Unif-ml Sr3t' Air Pressure Teq_ per FBC'- T_AS; .2;02-94
ic -
along with marked -up 110 and installatiou diagram. of iinyl sliding glass door, prepared
5� Notice of AcceptariceNo-16-0712.0-1 issued toEINTRGIFenestrationSolmions US_4L
D F_ SC RIMONX: Se ries. &C 7W N'iw I Sliding G In ss Door (A e infor ce&) w.'ero 9 01 13.4-0 corner-,L._N11.
"Bronze
AZPRON'AL DOCUM ENT: Drawin I N o Re r E7, fitled Vui�i Sliding GlassDcorNOA (Llf)"�!shftt
3 l, Water Resistance Test, per FBC. TAS 202-94-
by Fenestrat= Testing Lab- inc, � Test Report No. FTL 9-5,142- �ated 11`04t,! 5. signed and
Inc, for ther and Lighter Shades of CapCoated Rigid'PYC Extedor
_N-0-5570,0
4 L=e Missile Intact Test per FBC. TAS 201404
sialed, by Idalmis Oftegg, P', EL. (Test rqwit re-vised. on 02,15.21016)
Extrusions for Windows and Doors- dated 094 5 146- expiring
g, on C4,16120.
I through 21 of'-7 1. prep-7-s-edleymansfocriner, dated 10�05,4 5 and, last revised on0,210lT,,1;l. signed laid sealed by
A. LvnnMiller. P-E., beating the 101in iii-Dade rising widi the Notice of
Acceptancenuniber axre�xpnafiou date by theNdiami-I)ade Counly P�odvct Contral Section.
5) Cyclic Wmd Pressur e LoadnWper FRC_ TAS,20.
6) forced Entiv, Test 1, Ivs FB�C',, TAS 201 f�'4L
7, Test report oil An -Pressure Test,! per FBC, TAS 20121-94
a Ifissile 11i4mct Test plet, FBC, TA S 21(l 1-94
2iLan v
n�' -
6. Notice ofAcceptance No. 1 16-0712.03 issued to EMERGI Fenestration Solutions U&k
Inc., for their 4ANIke R!gid'PX*C` bil"NVindows and Door-,.;" dated
along with marked -up drawing, -and aistalhition d iagiam of vinyl sliding glass door. prewed
31 C m Wind'presstue Loading- g FBC. TA' -.1 -94
S 2C 3,
08!�101,17. on 0""28/18.
AUSSELE, h1PACT R.ATrCG. Large andStiall W-cile Impact Resistant
i
by Fenestration Test in �aed and
g Lab. lsic_ To-n-1. Report No. Fn 854(r dated I I i061 5� sig
along witb marked -up as Es and installation dia�. i of vmvl sliding glass door, prepared
'T Test reportsNo(s). 10-002-792(A). 10-064MO527. 5357_53-W perASTIVIE-84-
Lisaitatiow:
I See table I (sheet D and table 2 (sheet 1) f1brapplicalsle SGD unk saes- desii
p pressum-,feinforcements qlmn.
-
sea i-A. bry Idalinis Ortega- RE (7estt report revised on -0- 1 �04,16 and 02 1 L90 16)
- -
by Fenestration Testmi_ff Lab. Inc.- Test Repon, No. iTL 66-18 (imuples A- I tbm A-22). dated
A S 13VID 192 9 and A S TNff ) -6 3 5. issued ky EX OVI A to V ision Ex t ru SwIft
i for cellulosic
-
162SS types, silinser(see tablm B-1 & B-2,, sheets 7 -9) andawhof layout sheets requirements in I I thru 16-
2. Rigid Mite WC. Tan tNion-white) Rigid PVC and coated (Painted or bw white Rufid PVC to be
Test report on ionTev-perFBC.TAS202�94
2) Uniform Static Air Pressure Test. per FBC� TAS
11!19.10� signed and sealed by Jorge A, Causo- P_ E
016104)
composite maierial
(Submwed under _-V0_4.No. 11-016' 04)
Z
_%vu%
102-94
8- Notice No. 14 issued to Kwarky Ammica.. Inc. forth&
labeled per re&reticed NNOA's requirements.
3 �l W, ater Ke sist an ce Test. pef FB C TA S 2 0 21 94
S Test report on 1) Air Infiltration Test, per FBC. !AS
ofAcc-q-tance -0916.11
3, E laws s operabledom must coniply with min c leac witith or height per FBC regaitensent as appli c able-
ze -k-lissile Impact Test M, FBC, TAS 201-94
+l, Larg
2) Uniform Static Air Pressure Tesr� m FBC . TAS 1071-0
- - _4
(Clear and NAlke) Interlayef'. expiring on OT04/1 9,
,4. tobereviewedb-vBi,4JdmgofficiiI
i) CNrlic V-Vaid Presare Load ing per FIBC_ TAS 203-94
31)� WaTerRe-sistance Test. per FBC_ TAS 20244-
9. Notice of Acceptance No.16-1117.01 issued toKitrarky Anienca. Inc. for thw
LAULDTG�1achumtdiall b".r a Penn, alteat Met with the nuinifacriuves, natne or lopmD city. state andieries and
following Statement: "N Dade Clounty Protlixt Control Aptwo,%edill", noted hereia�
6) Faced Ein-tv Test�, per FBC. TAS 202-94
and inst �a�lla t i on dia, � rm of vatyl s hd ia g g la ss d ilww, prepared,
along, with tnaxkte�l -up drais, ing 19
M is silt hatpact Tis*i re r FB t� , TA S 201-94
5,� Loadiagper FBC, TAI'3 201-154
"TrasU614- Ultrackar. Clear and Color PVB expiring, Oil 07108,40.
W
REN-ENN"JiL of Otis NOA shall be consideted. after a mamil applicatioubas lieen filed and there hm beenuo
.5
by Fenestration 1esting Lab� Inc- Tc�t Report Nf�l. FTL 8547. dated 11`04,` 151 signed and
6) F�f ced "Ent fY T� st. per FB C, ZAS 202 -N
F� S TATE1 ENTS
c hatilp intheopplic" building c ode ne gatsvvly itffwting the perforatance o f this p.-r4r, ct
TERNIMMON ofthis NOAwiU occur after the expkation date or if theie has beta a reviston or chanp in the
itale d �b y I dalmis,O rteg a� P. E. %,Test rep ort tev� ised on 102- j� 1 15, � 1, f5i)
4, Test report on I)Air-Infiltration, Test.per FBC. TAS 202-+144
a lone i t h inarke d -up dravvi gs and iiLs t a 1 In I ion dia am of s-iff yl sh d w g g Li ss do or� p repa re d
f
by F�mestration Testing. Lgb_ Inc- Test Report No- FTL 633 (samples A-1 thri-A-51 dated
I . Statea Letter of confonuance,with FBC-5& Edition (2014) and FBC-40a1dition
(101 issue
ed bylavoufacturer, dated OV1447. signed & waled by Lynn Millff. Pl-
makiiak.use.and0ofmam%&ctumofiheproductorpmeeigs Nfisuse ofdiisN0A asatiendomement of any prokict,
21 � Unifornt, Static Air Pressure Te-si. per FBC- TAS 202-94
12V6,10. signed and sealeid L-r Jorge A. Causo. P. E� AWbotifted under.,VO�4 A'& I]-
Statement lener of no firmcial iaterest. dated 0449, 17. issued by manufacturer. siped
for sales. advettising or any oderpurpose4 shall autanatic allvterminate this NOA.Yadurew complywith any
101
3,1 Water Retistance Test. per FBC_ TAS -94
17.
01010.0)
& sealed by Llymn Miller. P I -
section of this NOA *4 be cause 1oru=iaafimandre=Niii ofNOA.
41 Large Missile linpact Tev per FBC_ TAS 201-94
3. Letter of lib compliance. part of the aboive test reWrt s.
-
AD,%7ERmY_vm_N-T; TIL--, NOAnumber preasdedby words Mami-Dede Counry- noadk and fo nm-ed by the
5 1 CNrhc Wind Pressure Loading M FBC- TAS 203-904
C* CALCULAT]IONS
4, M T m- ProposalNlo. 17-0387- dated 05I-0511T uggited by Ishaq Clumda, RE
expirationdatemay, 'If awypostionof the NIOAisdisplsyed. then it sha-11 be
61 Forced Entry Tesr�. per FBC% TAS 202-94
1 Andior ivnticafion f lions and structural aaalysi& comp4ring with FBC-27014,
done in its entirety.
along with marked -up drawitiggs and in-St2liat 1011 d iagrarn of vinyl sliding
prepared by PGT_ d 11-09 515and List Irvised ou 0�� 15 sigaed and sealed by
Q OTHER
NVEMON: A copy of this eAtiteNOA slallbe pirLovided to lite userby die niaw*,cmerr or its distrAitilbitig and
try-17westration Testing Lab- hK-. Test Report No. YrL.8548. 'diated 12104,115. signed, and
Aiitbon) P_�E'. (Subtufted ii,irlder-Y0.4 I--
I Notice of Acceptance No. 15-1210.01, issin-&d, to Pf"IT Industries. for their Series
shallbea,vailable fiminspection at thejob site at therequest. -of"the Building LIfficiat,
n, P-1--ijest rej>ort rrviwd =01-014-16 aru,102,tlii�iiift
b�, ldah*,� Orteg,
Colazingeolaipliesw h A ME 1, 3416](49_
557012,77 0"' vilkyl S11
This NOA reqises & reuevnNNOA 020-0419.05 and vu�,w of duspagge I and evideusce pages E- L E-'2. E-3, E4
c
E4&E-6aswellasappr
ITAaq L Clanda� PE-
Uaq L Chau&. PX.
Uaq I Chanda, YJE.
The Wx%itted docuarstatica was swiewed by Ishaq I Cbanda. PJE.
Pre&wt Control Unit 'Super-6--m
Pro duct Control Unit Suporiisor
Product Control UkitSupet-ritor
_0 'Q. !I
N A N
-IN -0.
0.A N
�VO.k No.
N - N _0105.03
1.1
Expiration Datet April 14.2026
xpir2fiom Date; _Apriilll.4�20N-
Expir2tionNto- April 14.20.16
ExpiratiouDattet Aprill.4,20214
-
NpproTal Dat*:'Xiarch .;, 1011
Date-. Nbrch :AZI
Appro-.,21 Date; Ifitrek ' 2_9� ' NZI
-
Approva. I Date: 112rch ZIS, 2021
Pago 1
E -1
E
-3
. .... . . ... . . . .... . . ..................... . ....... . ..... . . . . .. . ..............
PGT judinstries. Inc
CGI Windows and Doors. Inc.
PGT indus. me s Ine
NOTICE OF ACCEPTANCE: E11DENCE St'llNUTTED
NNOTI(E Of AC-CEPT.kXCE- EA-IDENCE S1"RNUTTED
12,11, Exidence Sultmirted under previoussubmittal
E. 11k]"ERLAI., CERTVI(.�.ArloN-s i,conunuel)
1" pti. E vidernic IS tibmitted
_5 Quanex Part -sunju jLacer Stan-Ldard cornplyiiiii with ASIM C 18 Theinlil Conductr-� A
A. DRAWW(-,'�-S
0-8-81 BlTU-iaAu.-fr-' D398_`5 Ox,v en-pasr-, AST M F
-7, ASTNI F I-
A� DILAAIT�GS
I Mawing No., AID-5 5170.0 Rer R, tit led "AlAyl S hd inge GbGs ss TDw NOA sheets
190 1 _G - Diumb, ih o F gg-Pa ss �n b n i itre d n it der p re, -ia u it NOA A"� � 15- 04 69_ 65)
awing No- )AID-5-570. -0 Rev B. titk-d V� urel Slid G! s Door NOA (L'- ects I
1 Dr, uJIM as Nr:[), sin
I through 21 of 2 1. prepared try manufacturer. dated 104)515 and last m, ised on
2_22 137_7-mif
througb 21 of 2L prep-ared by mnuffacn=, dated 104-5-15, and List rim-ised on02-1,0121-
Cn
04!21M signed and sealed by A- LNmn NIMer. P -E.
6, Quanex Pan DIU'all comp-lyzin-i with ASTNI C-518 Thennuu Conducti'My
UsT r m. P
simed and sealed V A�L�umn Milk E.
hr ASTNT1 F 1249 WVM-Pass, ASTNI D 1414 Amon Pernlrmce-Pas& ASUN1 E
Nore: Thii re%7istou cous replacement of same exisima nstallation scmv with flat head-
B. TESTS
2189 I.G_ Durabilitv-No Foir- ASTNI E 54-6 Dew Po Demiqinitein -_101F 'in 48- L
I -
1. Test reports on.- I Air lufiftratcba-11_-A� per FBC. TAS 202,94
(Subittifted nnderX0_4Xo. 15-04K05).
& TESTS
21) Urifforin Static Air Pressure Test, Loading-pper- FBC, TAS 202-94
Vision Extrusions. Ltd. Partscouiplying with PVC47AAMA 303-13, Voluntary, Specificatwin
L None,
3) Water Resietauce Tec:,, perFBC. TAS M-94
j E%terior Profiles to.- Viskm Extmisions, Ltd. -VEX- I bir
for Rigid Pohnviw;l (rVcmide (PV(7_','
4) 1mye Islissile Inip;i c I Test pier � FB C � TA S 201 - 94
A,40% i A F e i � i e! � 11 � ra I i 1 0 � a , E�,�, t er 4.01 P FLY,+ 0 e 4 to if i c s i t i � c) n, Pro own, 1 5iib l i I � ft ted, n i i d 9 r j 1 S -
040A 0,5 1
�k �O.N
CALCI'�,'1,,,� 711, 'S
5) Cyclic Urind Pnsaure Loadingper FBC_ TAS 203-94
L None.
gram ofall PGT Industries. Inc.
along withunrited-up dmings and installattion diag
77#1
8� X7isiorn Extrusions,,, Ltd. Pans comp�y* withPVC-A.AN1A_30_1-13_
19uhmi&ed tinder V0.4X& 15-0409-051)
representathre units listed below and tested to quaffy Dowsfi and Dowsil 983 silicones-
D. QUAL171T A SSXK-%_N, CE
prim-ed by Fenestration Testingrabo-vom, lat.. Test Reports- Na�:
j
FTL�7MPGT PA15520 PVC Fixed W`mdow (unit 6 m pmposalj_ dated 0-0,0314
9- PVC-,A�ANtk 303-13. Voluntary Specification. for Ripd Po Chloride (?N7C) Exte-nor:
-
Profiles for Vision F-Vttusions. Ltd--'YTX-1 bu AA1 Fetnestmtion Exten-Cle Profile
L Nifiami-Dade Department of Regulatory and Ecoloomic Rale�ces, (R.ER)_
FTL-210-2107, .1. PGT SGD780 Alumimint Slidi ng Gbss Door (unit 7 in proposal) FTL-10-
Certification Progrzini
2 107.2t PGT CA740 Alum Outswing Casra3ent Windoxv, (unit 8 in ptopor.-A FTL-20�-
10. Notice of Acceptance No- 19421-7.14 issued to Ewrgi Fettest-tration, SoluttoiL USA- lu-me. for
E. KITEML CERTIFICATIONS
21073, PGT PW 761-OA Aluminum Fixed Window (unit 9 in proposal) and FTL-20-.1107.4-
their --Tan 3040 Sr light shade fitort-wh1w) NI-Inte Rigid PX'C Extedor Extrtisiows far
Windows and Door�'� cxptring on 02PO4 2, L
L Notice ofAccepiauceNo_19-W05.02 issuccitoKurarayAmerica, Inc. forthei
A-8124
averf'. expiring on 07 U
"Trosifolt 171tr;1cleal� C lear, and Color PX'B Glass Interl;
>
0
PGT PW76210A Aluininurn Fixed Window (unit 10 in proposal) dated OV13/20. 311 signed
4
arld sealed, ky Idalinis Oueg,;i.P.E_
11- Notice of Acceptarice No., 18-0122.01. issued to Enetyi Fenestration Soltition- USk Inc for
2 Notice otAcceptance Nlo� 11-0, $08.02 isstwt to Kuritray America. litc�. for their
"Sentry(An'st,
>
C. CALCUMATIONS,
their Slems --M, lite Rigid PVC Exterlor Extrusions tot, Windows ailkil Doors"� expin-ig ca
(CI.,ear and'"'ItitO Glwi�,N�i 11tterlayers'". expiring on
02128,21,
3� Notice of AcceptauceNo- 18-1106.10 issued ti�)V Extrusions'Lunifted for 1heir-Bro".
0
1. Anchor verification. calculations and structural analysis. complying with FB#:' 7":
121 Notice of Acceptance No, 2040520.5.03 issued to Ener ru. Fenestration Sohitioa, USA, Inc- fir,
Coated (Painted oyLawni ate4)'NAlite Rigid PNYC'Exterlor Extrusions for Windows,
Edition (2020). dated 0+ M1,20, prepared by manufacturer. signed and sealed by
their "Bronze & light shade cap coated 11, 'hit'. RWd PVC Ex terior Extrasions tot-
and Dt"rs expinag on 09iW 24,
AritbMyLynuNfiller, P1_
Wtndowq_azzdDo*rs-_ exogiazon04=16/25.
4- Notice of Acceptance No- 18-1106.11 issued to'Vis-ion Extrusious Limited for rh& series
2. Glazing complies with.4STME,1300_04.49. -12 and -16.
17E 1000 Tan 10" and Waliter sbades (No"-hitt) RW Cellular PN'(: Exterior
7:3
D. QUALITYASSiMAYCE
F. STATE-ME.N-TS
Extrusions foi- Wndaws and Doors-- e.Virkst on I i:2�L
0
hfiz�ade Departnieta of Regulatory and Economic Resources taER).
1. Statement letter of conformince to FBC '76 Edinion (210 0). dated 0*22:20. issued t-
manufacturer.signed and sealed byAnthony Uymn.Nfiller 1P E�
F. STATEIMENTS
JUN 212023
E. 1LAXERLAL CERTERCATION-S
1 Statement Iletter (if no financial interesi and of indepeudein. issued by tirainifacturor. daaed
L Statement letter of coufoisnance to FRC' j"b Edidivu (2020), daied, 021� 1,21L issued by
IL, Notice of Acceptance No. 19-0303.021 issued to Kurat-ay A merica. Inc. forth&
C41 t1_10,, sig tied aud!-,ealed t�y Anthony Millm P_1E
-T. sit
manufamirt ened and se aled bN, -'jithow� Lym Millm, P � E,
U)
T'lividoll, 171traclear. ClearandCo)or PNB Glass lurerlayers-,, apir�ag on
3 Private, Labeling .4gi-teumt, doctinsenr betiX,Iftm PG1 danied 03,30,45 -,midi signed by all
Private Labeling Agicam-mr date(), 0,M)S1,221 bertijveen PG'T 14dustries- Inc and CGI
07%124�
involved parties.
11"indows, and Doami.lnc. signed 15 Im, Raa&_ P�E.. vp- Eng
�) Dean ineering. on behalf'of
Y1
Notice of Acceptance -No- 17-0808.02 issued to Kuraray America. Inc. for it heir
-,Sentn-Glast Whire) Glass Interlavers' OT'04,23.
both f ompanies-
Plans t I nc.
Virtual Review Assist' lnc�ra
Rev'ew
(Clear and cxpiring on
-;No
G. OTHERS
w completed a d'
for om ad a pro
COMPliance,.with
We
3- Notice of Acceptance 19-1106.10 issued to Visiort Extrusim Limited for their
�'Brown Laminated) NN-bite Rigid PVC Exterior Extrusions
1. ThisN`O_-'1,_reiisesN-O_k-7 !'7-04;#k06 i,PN7Tw,C*G1) and upddart5 tofB(: 2020 �7hEditiouy
G. OTHERS
& (PLA
wit �e 020 FBC diti'.
the 2020 FBC ditiop
n h . A�!
bY Debra Anne Kiahr
01 A
Coated (Pain" or
Mkin-9 0+2 1 -C 1
L This NOA revises renews _N-0.A# 20-0429-05 wC-Gr). expirkg 04+14126-
PX230o
far Windows and Doors". on 09!30�,24�
expu-028
a
REIR Test proposals 19-115 5 dated 0 110,`2 0 approvred try Ishaq I Chand . P 1- expirmg
The cunent assord-ated PLA CGI file r,11-020M11- cq*mg 04/14,"'0.
-
CZ
4� Nonce ofAcceptanceN.To- 18-11 %0.11 issued to Vision Ex-misions Limited for their
*17E
0411+2 It
LU
series 1000 Tau 202 and ho-liter shades (N on-NAlifte) Rigid Cellular PVC
Exterior F xtrusion s f orAX-jndo�w_s and Doors expiring o o 112 912 1,
. ""'
< W
7
Ith"AclL,
27
__j
Lhaq.l, CUQCIM� F1,
Proilua Control "T"'111i"
Prosluct Control Unit Svp#rvivor
Pro,42--ct Control Unit $uperriior
. 0 A No. 21 - QN iz 0,;
N
N*0.4, No� 21-ozort.03
<
NOA No. .11-0206.03
Expiradc-v Date- April 14.:4:6
Expiration Dam April 14. '10!6
Expi"_fion Date- April 14, !0.'6
Approval Da te.�Alareh IF! Z92t"t
Approval Dait-March.M21021
a-
ApprevalDate- -AJA"h 26.'N11
1
E 4
SHEET
NO.
March 6, 2023
PA 1
.4
>
MIAMA ME
MtAMI-DADE COUN'ry
C)
L_
(D QL 0
EW PRODUCT CONTROL SECTION
Cast -Crete US
Cast -Crete USA, LLC
Cast-Crete"USA, LLC
(D 0
DEPARTMENT OF REGMATOR)",kND ECONOM IC RESOURCES (11ER) 11805 SW 26 Streez, Room 208
BOARD AND CODE ADMINISTkkTION DFVISI()N Miami, Florida 33175-2474
T 0861315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(D
Cn :t:�
-M
NOTICE OF ACCEPTANCE fNOA),_. o-w-w.miamidade-govieconomy
I EVIDENCE SUBMI fTED UNDER PREVIOUS APPROVAL 403-060-5,04-
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 If-0209A2
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903-03
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Cast -Crete USA. ULC
6324 County Road 579
A,. DRAWINGS
A. DRAWINGS
A. DRAWINGS
0
Seffiner. Florida 33584
11)renvin- �AV(Y, FY)46 12, Details ", sheet I (�y 1,
1,V4612, ivul Prestre,�sed Lintel Detuds"', sheel I of
I -
FE)4612, iitled "Precast and 11'restressedLintel L)elails "� 01fet.l e0j"
0 LL_
1
prepared hi, Crai�Z Parrino, P F_ (Jiw,,ii Harch 24, 2003 and Drawhig,,�Io, LT4612, fideld
1, prepared by Craig Parrino, P. E_ dated.1ilarch 24� 2003 and Dr"4ngN(-)_
IF
1, dated 03124/03 and Drau.--ing No. LT461 2, titled "Cart-(-'rete 4 ", 6 11 & 12
0 C13 �b >
SCOPE'
"Cas t - Crete 4 "'� 6 " & 12 " L in te I Safe L oad Ta b les ", s h e e is I f hro ugh .3 of .3, p rep ar e d by
W
LT4612� titled "Cast-Crele 4 �'. 6 " & 12 " Lintei Safe Load Tah'�s ", sheets I
LintelSqfe Load Tables", sheets I through 3 of3, last revision dated 06112114, all
U)
— _0 E a) 0
W
This NOA is being issued under the applicable rules and regulations goveraing the use of construction -materials.
Craig Parrino, P. E., dated Alarch 24, -100-1, last revision 41 daredApril 28 2003 both
through 3 qf 1- prepared by Craig Parrino, P. E, dated March 24, 2003, last
prepared signed and sealed by Craig Parrino, A E., on 08119114,
Cf) 4_�
M
The documentation submitted has been reviewed and accepted by Miarni-Dade County R.E-R- Product Control
drawings signedandsealedbY Craig Parrino, P. E.
- �i 'ra iji Pai
revi.siotidatetl;=V-=,farchll,,��Of)8,ali'sigi,iedaiids�c,alcd yC -rino, P.E., on
C/)
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
AAarch 22, 2012.
B. TESTS
(AHJ);.
B. TESTS
1. dond
This NOA shall not be valid after the expiration date stated below. The Miami�Dadc_ County Product Control
Unfilleffil, "kels, total of (/_J� concrete lintel specimens, Per ASTM E-52 9- 94, prepared
& TESTS
C. CALCULATIONS
Ft
Section (in Miami Dade County) anNor the AHJ (in areas other than Miami Dade, Counry) reserve the right to have
hy.4ppliedl?escarch Laboratories, Repor. No. 350404A1, dwed C14.-=jl 0103, sig nsd and
1, lv`one�
1. Calculafi for Casi-Crele Lintels, dated 08;1912014, pages 14-201 through 14-236,
tons -
this product or material tested for quality assurance purposes, If this product or material fails to performi in the
sealedhyChrislopher.+ Harnon, P,E.
C. CALCULATIONS
prepared 1by Craig Parrino, P.E., signedandsealed 1�y Craig Parrino, RE
accepted manner, the manufacturer will incur the expense of such testing and the Al-IJ may immediately revoke,
rri4,XIi!!y, or suspend the use of'such product or material within theirJuricdiction, I(f_','R reserves the right to revoke
C. CALC11,ATIONS
I. Vane,
D. Q UAL ITY ASSURANCE
this acceptance, if it is determined by Miarni-Dade County Product Control Section that this product or material
L C."'alculationsfir Cast-t-'.'reic Oniels, dated OJV29/03, 207 pqgev� prepared Inv criag
D_ Q UALITYA.SSU RANCE
1. ByMian;i-DacieCoi�tioDeparliticnto )?eg-u.lotoryai?dEcotiotnieRest�urces�"RER).
fails to meet the requirements of the applicable building code.
Parrina P E_ , s igned and sealed by, Craig Parrino, P. rK
1. Bv Mianz i-Dade Co im(y Dep art tne ni i-f Permit i ing, Er. virowne n 1, and ikegulatory A ffairs
2. Calculations for Cast -Crete Linfek dated 0 5/_-'19103, 140pagies, prepared bl. Cru4sz
E. MATERIAL CERTIFICATIONS
This: product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrina P.K, signed and sealed bY Craig Parrino. P, E,
E. NIATERIALCEIRTIFICATIONS
1� None
Zcnie of the Florida Building, Code.
Ntn-le,
DESCRIP".17ION: (Cast-Cretc) 4", 6" & 12"Wigh Strength Precast and 11restr emed Concrete Lintels;
11
1). MATERIAL CERTIFICATION:
F. 0` 17HER
APPROVAL DOCUIWNT: Drawing No. FD4612, titled "Precast and Prestresscd Lintel Details", sheet I of 1,
L Qualiti, S�ysleln,Watluorlfibr Cast -Crete 11achine Made.Precasi Lintels rcvised on Al.lay 1,
F. OT14ER
L Letter from Cast -Crete USA, Inc., dated 0811912014, signed anti sealed by Craig
prepared by Craig Parrino, P.E., dated March 24, '4001 and Drawing No U174612, titled "Cast -Crete 4", 6" & 121"
2002.
L LcIticrftom Casr-,Crete Corporation, dated Fehnaw-y 03, 2012, Ogned and sealed
0 14 Edition
Parrino, R E, certffying compliance with the Florida Building Code, .2 j
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
I
2. Cast-Creie guedity System Mannalfi)r Pre-s-tressed Producis dated 200.4.
Me Florida Building Code, 40
by Craig Parrino, P, E., ceririj�irkg compliance �vith -10
revision dated June 12,2014, all signed and sealed by Craig Parrino', P.E., on January 22,2019, all bearing the
Edition,
6. EVIDENCE SUBM.ITITD UN ER PREVIOUS APPROVAL 17-0821.18
Warni-Dade County Product Control Revision stamp with the Notice ol'Acceptarice munber aind the expiration
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 108,0320,09
k. DRAWINGS
date bY the Miami -Dade County Product Control Section.
A. DRAWINGS
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL .9 13-0321.07
1, None,
z
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
1, Drawing No. FD4612, titled "Precast and prestressed Lintel Details". sheer I qj- L
A- DRAWINGS
LABELING: Each lintel shall bear a permanent label with the manufacturers name or lo�go and the Miami -Dade
prepared by Craq Parrino, P E_ dated k h 24, 2003 andf Draiving No� L T4612, filled
1. None.
B. TESTS
County logo.
r'Can-Crete 4 "� 6 12 "' Lintel Sqfe Load Tahles ", shecits through 3 of I prepared by
-
L None.
Craig Parrino, P K, dated March 2,4, 2 003, last revision dated �MwcJF 11, 2 008'�
B. Y,, E, I I S
RENEWAL of this NIOA shall be considered after a renewal application has been ffled and there has been no
I J'Vone_
C. CALCULATIONS
W
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
1, None.
C. CALCULATIONS
materials, use, andfor manufacture off the product or process. Misuse of this NOA as an endorsement of any
L None.
D. QUALITY ASSURANCE
product, for sales, advertising or anyother purposes shall automatically terminate this NOA. Failure to- comply with
C. CALCULATIONS
I By Miami -Dade County Department of Regulatory and Economic Resources (RE R).
mi
'ury serlion ofthis, NOA, sholl be causo for tenitination an(i removal of NOA,
I
1� None.
D, QUALITY ASS URANCE
E., MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed b
1). QUALITYASSURANCE
1. ByJldiami-Dade Cowny Department ql'RegU1016,4)� and Fconoaric Resources (RER)�
None.
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall
1. Ay Miami-E)ade Counry Building Code Compliance Qffice.
be done in its entirety.
K MATERIAL CERTIFIC-ATIONS
F. OTHER
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E. MATERIA.L CERTIFICATIONS
I- None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
shall be available for inspection at the iob site at the request of the Buililing' Official.
Crete LTSA, Inc., dated 0 -8 7, igned & sealed ky Craig Parrino, P,
This NOA revises NOA # 19-0131D.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.
,�Hcl my A, Malian P.E., M.S.
/—/4iclmy A. Makar, P.E., M.S.
C�lHeltny A. Makar, P.E., M.S.
The submitted documentation was reviewed by HeImY A. Makar, P.E., M.S.
P"ct Control Section Supervisor
Procruct Control Section Supervisor
Product Control Section Supervisor
I I /_,� NOA No. 20-0630,15
NOA No. 20-0630A5
NOA No. 20-06341-15
NOA No. 20-0630.15
11111111MMINW, NEW Expiration Date. 09111/2023
Exli�riifioin Dale� 09/11121023
Fxpiration I)Me� 091111203
Expiration Date� 09,1,11120123
Approval Date: 08/2012020
Atirwoval Date: 08/2012020
Appro-val Dgrle� 0812012020
Approval Date- 08120120210
Page I
E - I
E-2
E-3
cast -Crete USA, LLC
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OFACCEPTANCE: X%.(IDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PR-14,'VIOUS APPROVAL 4 18-0424.04
91 NEW EVIDENCE SUBMITTED
A. DRAWINGS
A. DRAWINGS
1. None-
1. None.
B. TESTS
B. TESTS
%J J
11. N0017e,
1, None,
C. CALCULATIONS
C. CALCULATIONS
1. None.
1. Alone-
D. QUALITYASSURANCE
D. QUALITVASSURANCE
1. By Afiami-Z)ode Counij, (RER),,
L By 1, �Kzrunenl Q1, Regiiklior andh�,onomic lZasiources
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None�
L Yone�
F. OTH1,',R
F. OTHER
J. Compliance Letteri�oth the Floralki. lhoilding, Code, �2()/ 7 Edition, issued 179, Ctut-
i� Compliance Letter with the Phn -ida.Building Code, 201.,'Et tie r?, issued In" lasl
Crete USA, Inc., dated 08108117, s ignied & sealed by Craig Joarrino,, P, E
Crete 1)'SA, lnc% � dated 0&/08,,'l 7, signed ct. sea/ed 1�y Crai�g Parrino, il E,
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL Al 19-0130.14
Compliance Letter with g e J
lie Florida Building Code, '020 Edition, issu -U hy Cast-
A. DRAWINGS
Crete M. Inc., dated 00/111-20, signed & sealed bv Craig Parrino, P. E.
1, Draiving,Nlo. FD4612, litled "Precast and Prestresseil Lintel Details ", sheet,l o,r
>
1, prepared by Craig Parrino, 1". h",, datedMareh,"14, 200.3 and,Dravi,ing Alo.
LT4612, titled "Case -Crete 4 ", 6" & 12 " Lintel Sa/e Load Tables " sheets I
<
through 3 ql'3, prepared by Craig Parrino, RE., dated March 24, 2003, last
n
revision datedJune 12, 2014, all signed and sealed by Craig Parrino, P. E_ on
0
January,2Z 2019,
B. TESTS
0
1. Alone.
C. CALCULATIONS
<
(1)
1. None.
D. QUALITY ASSURANCE
cn
L By Aliami-Dade Counor Department of Regulalory and Economic Resources (RER).
E. MATERLkL CERTIFICATIONS
<
L None,
-7
7
%W00P
F� OTHER
1. Article of Con-versionfor a name change.
_91
j
�A
f
Virtilal Re view
view Assist
Pjal7s Revie Assist, j
rt to
for C. mplianc W COMPIONd
view co 0 d a ro
and
e With the 2020 Fe apPrO
Ce with Mt pile 0
De
'bra A., he 2 2 FRC
C
Uj
7�
'Atelmy A. Makar, PX�,M
lielmy A. Makar, P.E., M&
7tph
L 7th
Klahr di
dt 0
Kjabr PX230 -ti
PX2300
<
Product Control Section Supervisor
[Iroduct Control Section Supervisor
0
_j
NOA No. 20-0630J5
NOA No- 20-W0.15
Expiration Daw 04/11,'2023
Expiration Date: 09A 1/2023
<
Approval Date: 08!20/2020
Approval Date- 0"0/2020
E-4
E - 5.
SHEF 7
NO.
March 6, 2023
now& A
FA;1
.5
- X
Z-1-1:10ECO .. I N C\
-, -
IIIEWWRima Is I - ____ DIG COMPANY
� �� _......1. - -,_� ... ____ _. __ - -
i6i�iii�i A. i:r� 311L, F.b. tUIOG043U1.G41R1
.
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NI-Lr
YrL �-2, Li-, N4, DO%71�,
-a iM !ad A —MA G A111M - L5 IZ 9; 4 4 1k*1 _1 b
REPORT NO.: 20-0728.01
DATE: July 28,2020
PRODUCT CATEGORY: Shutters
PRODUCT SUSe-CATEGORY- StomT Panels
PRODUCT NAME- 20 GAGE GALVANIZED STEEL STORM PANEL
MANUFACTURER: 11�
4�600 . I 61 Strest
Davie, Fliorida33314
I-MPOSE QW-KYALUAMON;
'phis is a Product Evaluation Report Issued by Walter A. T1111% Jr, P.E. (System
10 Pr IB06) to the Global Protoction Products, LLC, Rule Chapter No.
ISIG20-3, Method 10 of the Florida Department of Business and
Professional Regiulation.
Time product is being issued an Evaluation Report as described herein, and has
been verified for compliance In accordance with the 2020 Seventh Edition of Me
Florida Building Code, and to verify that the product Is for ft purpose Intended
at loariri, equivalent to that required by ft Code.
I
,
IWS Product Evaluation Report shall be subject to review and revision In case of
a SurlidingCodar c1hange that may affect Its limitations and conditions
2. EVIDEN-CE $MWATTM-
2A.IRMCIVALUXTION DOICUMENtiliR.9s"
Drawing No. 20-176, tilled "M GAGE GALVANIZED STEEL STORM PANEL",
Iiheats I thru 26 of 26 prepared by Tilleco, Inc.; signed and soalect by Waiter A.
Tl"It, Jr., P.E,; dated 0712812020. This drawing Is an Integral part
Evaluaqon Report, 'RUN's.
..'%ol"t, h �Z,
", ii?z�, - . � ........ k//P�-jk
I- ,if�.�,.`\Cch, ", , V.N�
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A U I ,-.%�,�q o
L�l - - � ,O
635-,5 N.W. 36th Sweet, SWte 305, Miiani, Florida 33 MA - Phorrez (305) $71-3530 - ��`NsLgm, �01
PRQUIVEL
�T ,"-_AJJJATlQ19 11171rfun- Tfrl 2"jILU 2
�
.
21-IMEREPORTS:
Large misstle Inipad and faflgue load lests vvere performed under Protoco!N TAS
201, 203 as per sectlon 1626 ofthe Florida Building Cride. Uniform .static loads
as per TAS 202 Protocol. Test re-,%orts prepared by Hurricane Engirleefing &
�
Testing- -,Inc , Reports It 9C�56 9 dated 08109111 91.96, 0-46-6-70 dated 0-.1-1 811 996,
#96-T30 dated 09120111996- al'thres signed and sealed by Hector M Medina,
-
R L, Fenestratio IT Testing Laboratory, Inc. reports X 2032 dated 04-:i6ii-1995 and
# 2 I 26 dated 1 CIO 6/1 998 witnessed by Gil bert Diamond, P.E � and F-Treport No
02 1 �4:01491 dated Mar0i 4, 2009, signed and seafed by EdmundD Lairgarispaida,
P,E. and Henry Hattem, P.E.
Tensile test report No. 9CM-1197 by QG Metallvrgfcaf� Inc., dated March 13, 2C09,
- �
signed arid sealed by Frank Grate-, P,E
2,-a-STRUCTURAL, ENGiNlEgHlNa_C�_VLATfQ .
U��
Oil 20 Gage Galvanized Steel Storm Panel for Friaximurn panel length vs- design
*rd load, asweill as maximum author spacing its. design wind load and panel
length based on rational and comparative analysis, iand In accordance will)
section 1616cififieFlon.daftildingCode, Catculatfons prepared byTiftuo, Inc.,
dated 11J03108 and OX12JI5. signed and sealed f)yWalIerA.TiII1t,,Jr,, RE
3. MJS$���l TANM
Large missile Impact under section 1626 of Um Ficifiria Stililding Code, as per
TAS 201 Pintocol
4� WIND LOADS ReSlaJANL�L
;
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
presSur9s. Maximum parrelmingth shall beasindicatedonsheetsS. 110, 14,15.
16,19- 25and 26 of26 afftduct Evaluation Doclurneenti(P,E.D.), drawhig filo�
20-176- Maximurn Anchor Specing shall be as indicated on sheets 8a Q 10, 1 1,
14� 15, I 7. 18, 19, 20 26 and 26 of 2f), of Product Evaluation Gcto,�Trrcnii �P,E.0,),
drawing No, 20-171C
5_W$TALiAUQN_.
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 7, 1 0 thrur 20, 23, 24 and 26 of 26, uf Product Evaluatiion I-rocurrient
(P.E.D.), drawing No. 20-i76. Minimum separation to glass shall be as
indicated on sheets 8. 14,16� 25 Lind 26 ot28, ofProd,jot Evaluadon Document
(P. E. 0.), drawing No. 20-1 16.
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,.O, MATERJIAL.�HARACTEMBIJCS AND SPE-CIFIC -
ADQN_S�
Shall be Strictly in accordance,blifl G ,enerat Notes and Components imficated or)
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P-E-D,), drawing
No.20-176. Anchor speefficaxions shall be as indicated on sheets 1, 7 and 21 of
26, of Product Evaluation Document I'P.E.D.). drariving No. 20-176,
RE������
7A. Shall be strictly in compfiance with Goneral Notes No. 1, 8 thru 14, indicated
on sheet 1 of 26, as vveil as General Notes # 1 thru 4 and 11 thru 16, indicated
on sheet 21 of 26 or Product Evaluation Document (P.E.0-1, drawing No. 20076
prepared by Tilteco, Inc. and signed arid sealed by Wafter -1. Tillit, JrT, P.E,
7-2. Product may be installed wiVn HIGH VELOCITY HURRICANE ZONES as
defined on section 16120.2 of the Florida Building Code,
7 3, Product shail only be installed Into poured concrete, concrete block, arid
wood rrarrte structures.
Product Evaluation Re irt prepared by Walter A Tillil, Jr,. P-E. (Florida License
No 44167)� President of Tifteco� Inc. (Ftorida CA-0006719),
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0:� TILTrCO AOMON RECOROS I F. E. R�JPORT X, ! G�ORAA PRUTECTION PIRCIDUC.T5, Lcc � 20-GAGE
GAIYANiZED 5TEIEL ,"Onl PANEU ORM*20AW Rt-QRT#20i071_&01
F/ =d, - - -.--------\.
Z ECO IP4
TILLIT v-ES"NG G ENGINEERING COMPANY
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AIA IA I R A TV= M, �,.EL bkm.&-,-,_U!_mr,
PRODUCT EVALIUATION-SU .,.P��,*_N: �iF�
'QKU ,�._, 1_��__ ��,-
REPORT NO.:
20-0727.i02
DATE��
July 27� 2020
PRODUCT CATEGORY:
shutters
PRODUCT SUB -CATEGORY.
Storm Panels
PRODUCTNAME;
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
GlisiballProW119A P rQducta -ILL-C
4800 S,W. 51 Street
Davie, Florida .33314
t P SE F EVALUA
A1WQ , TION1
This Is a Product Evaluation Roport issued by Walter A� TIllit, Jr, P.E. (Systern
10 'd 1106) to the Global Proteoflon Products, LLC, Rule Chapter No.
STIG20-3, Method ID of the Florida Department of B,usiness and
professional Regulation.
This product is beft issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida BuildIng Code, arid to verify that the product is for the purpose intended
at isasi equivalent to that required by the Code
This Froducl Evalumtivi Flacon shall Ins subject to review and revision in case of
a Building Code change that may affect Its rinrivartions. and conditions
2---EMDENCE SUBMITTED
41,.PRW_RQ1_EY A-W&TOS-MMEK-ORE O.).
Drawing NOT, 20-17S, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
Rhoed; 1 thn� 18 of 18 prepared iiyTilteico, Inc,-, signed and sealed by Walter A,
Tillit, jr,, P�E, � dated 07127,T2020 � This drawing is an mtn& I 0�),)Is
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U-71EXT-REP-ORTM
Large missile impact load tests were performed under SSTD 12-99 standard as
per section 16U9,I.2 of the Florida Building Code. Uniform static loads as per
Section 1709--8.3, per ASTM E-330. Test reports prepared byAmericanTiesting
Lab ofSouth Florida, Report# 0814-041-01 dated 0,311 1X2 witnessed W William
R. Metiner, P.E., Sorix Moroz, P,E, and Henry Hattem, P,E, and Report No.
0219.01-019� dated FebrTuary 15, 2009, signed arld sealed by Edmundo
I argaospada, PI and Henry Hattem, P,E. Large missile Impact and cyclic
,
loadings per Proturdis TAS 201 & 203 as per section 16091.2 ofthe Florida
Building Code, Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.01-10, dated November 23. 2GIO, signed and sealed byJullo E.
Gonzalez P.E_
Tensile test report No. 9CM-1-98 by OC Metallurgical, Inc., dated March 13, 2W9,
signed and sealed t:iy Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
PerOC , M01WIllroical Report No� IOKM-11318, dated Decomber "I, 2010 skgried
andarlafed by Joiry Jaciallana, P.E� as per ASTM E-8.
2,1ASTRUCTURALKNONERIRNG ,
IN���S
On 24 Gage Galvanized Steel. Storm Panel for maximum panel length vs. design
wind load, aswell as maximum anchor,spaicing vs. design wind load and panel
leng' , h based an rationa; and comparative analysis, and in accordance with
section 1604 of the Florida Building Code, Calculations prepared by Tflteoo,
Inc., doted 1211 iB/10 and W2713 (for this revision), signed andsealed by Walter
& 'nim, jr.. p,E,
I IMIMSILE WIRACT RESI[STANCE,
Large missile Impact under section Ie0.1 �2 of the Florida Building Code- as r
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SSTD 12-99 Standard and TATS 201 -
.
4,..IMN-D LO-AM.RESOIANiUM,
24 Gage Galvanized $teet Storm Panel has beet) verified to sustain wind
pressures. Marximum panel length shall be as indicated on sheets 3,9, 10, 11,
12 and 17 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175,
Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thru 16
and 18 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a nori-porous storrm shutter assembly, as pw SSTD 12-�99 Standard
310.0,04ilitubuini,
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installation shall be performed strictly ma"ordence witticletails indicated an
sheets 3 thru 8, 12 thru 18 of 1 & of Product Evaluation Document (P.E.D.),
drawing No. 20A75- Minimum separation to glass shall he as indicated on
sheets 3, 6, 13, 14� 1 5, 1 6 and I 8 of I 8, of Product Evaluation Document
(P.E-D.), drawing No. 20-175.
6, MATERIAL CAARA.CT
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Shall be strictly is accordance with General Notes arid Components Indicated on
sheet I and 2 of IS, oi Product Evaluation Document (P.E.D.), drawing No.
20-175.
Anchor specifications shall he as Indicated on sheet I of Ifl, of Product
Evaluation Docurosnt�P.E.D,),,drswhsg No. 20-175,
7- LKl1ATM"ND_C0N_DM0_N_Ji_QEAJ9E;
7-1. Shall be strictly in compliance with Uperseral Notes NoT 1, 8 thru 14, Indicated
on; uhaW I of 18 of Product Evaluation Document (P.E,D.), drawing No. 20-175
prepared by TifteoD. Inc. and signed and sealed by Walter A. T11111, Jr, PJE.
7.2. Product shall not be Installed within HIGH VEI " OCITY HURRICANE ZONES
as defined On section 1620.2 ofthe Florida Building Guide,
7.3. Product shall only be installed! into poured concrete, concrete block, and
wood frame structures -
Product Evaluation Report prepared Dy Watter A. "I'llift, Jr- P.E, (Florida License
No, 44167), President of Tifteco, Inc. iflonda CA-=6719).
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EINIC3111SIECRING EXPRESS do
PRODUCT EVALLIATIDIII REPORT
Seplaribro T5, 2WO
ApPlicolloniALPITTIOI I' ,13691 - R2
EX Proil Pilonalea 2D-31543
PfOdstd Manlirw3und, All Arornlr4o ShOlPas god Glass
hillsou lactul JET Address 1540 Donna Read
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Itiew Pairn Beach. FL 33409
ProductRanneiIiDescaption 24ga Galvanized Steel Stofan Pat**
LiNge killissilit Irripal Resistant
Scope of Evaluation,
TEES Ptoducl Evalearnan 14-parl i.th-arnuedlif acc6ldaricle with flosiriquarern-rim-offfoe Ffourda
DNparthrient Of Su&rI -no Prote--liannal Regriabon (Florida Bm%WVC,,ffrt=�iom Run�Chaqsdor
61G20_30V& F.A.C. WstativwxleaccuplancepeiMeAllocl lid) The prold-II rwmad awriae ons theen
hisslied IRWIN evaluared as suamarrized herear to show curriplordocit With me FialrAlls Building C ode
Salvollith Edilluill qTr;EPlr,jao If, st ran purpose Intended, Ri III ficluldralerialloduo frosusHr irl the Code
Pro ���v:alu,at�or�d�RT!����!&$VU,IU�ll�tA��t,trt%luifiedlotlowln�.15:K-Kliri*raFkaMaBs.�kl�i,i,�C�A,�,1.��r,�(4ibv.stlons4�f
revaikon,
Substantiating Datir
III ER9QM LMWAUqQ_N Q2GgMgtjj§
EX drawing 421I used -24ilor Galva tI Sl"i Sionin Panah; jHiZ & nlorl-i�ivrI mrsel I'S
prepared by Engresening 11-firpoiSs. signed & selifled t)y Frank Bernisfords, P F At an nnegrat W of this
Evaluation Report.
. TEST REPORTS
UP"41-11OWWSWCh"if)DIftTlUnWhaS been tibrileddla arCOAdirrinews TASMNeW�Ana.I pot last
ropoills) 9ST-AS133-1I bv Mareloriew Testing Inc
Large ithisslie Impact I resistai and cycirc Wding performance hNA been reseed ffi acoorvaI wgh TAS
201 and TAS 203- law. slandwris nor test ,dipori #8T. AI :7-001 by stanNowner Tording, Inc
. STRUC ,LENOt ERINGrAlit'10111111KI
Stifisosural inspirl"raig c4kLAW�Isis haver, been propateri which avartuartir, the prodsct bases on
clilfriiiiinflays, sirdsir autrunial irliesPers to quawy the follooffirg desidn M,tons:
I fdraiwarPinAllissfeeNeSparis
2 f�,t�rttTvvL�yt�At�ir�,at�o,lp-�Arm
3 , N'sillnuar GlIm suparahop
4 Anchor Spacing
led SIN 12" A��,,_,v Supie 106, UEERVIELD EI Fi,Qiii 31442
1954) �54-0660 I (ilf�6) 196,9d90
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qzt�^ patI 2 of 2
Ali Anier,Qan "II still 611ass - 24gal Gal�aoized SEtvi Snitto I'I
No 33% increase in allowable idirese ties been Lead in the design at this pmcbict
Seloadiliallourrigiazingis ng��woqulrvdtciritwta4tationsoul5.JeclfW!lr,d Zone 4 and eferlirioll[fairatars,
Impact Resistancel
Large. Impact ResistarsilLI hirtli hisin ilenTorisboWi os w0drinicard in promobly istool Ilisi irrpmrls�, ond is
4ox1junrod hin in Ihe enprielfirol; design of thN, ioO-Jud
Wind Load Resistance
TIES product has beers islislipsed IN, ,risist Wind l,,&I as indir AId ill the spoo schsidl,Ws� Lln INF,
�
respective Pfodiad Evaluation Document 6,a angaroson" onawilig)
Installation
This pirsiduCil Shall be inillolled in IdI cOrrillbartlE .Ali es n".-Spective Product Evaluati,is DoclItrI _-
ennortimong drawing). along won all compoiliI noted it-c-in
greenlet convorierift shalt " ill the insicerial SpI in that product s respeorvii Product Eiral-AlLuori
Weinrich! dril' engineering drawing)
Limitations & Conditions of Use,L
Use Of INS priAduct Chair be in talks accal-fdarilre Outh thal revio"site i"Willillil 111'�'l EvaluillInra Docurnioul j, C
ring,niI droI as noted herein
�
All su 1plaii Winig hirilir Silruddren; ahall loo �ml,aqpuad W nI 411 swrioll-fillInfed InIlds End fillicii tor of;A rrialimia!
ifli Ill lsof orjildsj::i!j rQSpQojaPq �E Ed
I , arChdrZell Are- v,--z457.,U�tux:�,i�,l��:i��::���lli:��!�i�,,I�,vlki�:�!�k�!�i:i�!�,ii��l!a�,t��:��,T�le,:r�l,:x
inthls�3cjd4wl3]4re�l��llof,IN�4o��rbr�tl9th��qAliW4-h.UWdE�rg�-IC'14�9�l:��ir�,��ufter-s�)L�,iri�c��V�bl"IL�'�gH��,�ISI�!�'�lI
SNONNAWOrrill OngthiNI
All refnporlv�ds which EI promoremly inst.lied %1I ne ix.lecrad ININNIsal 1.1roin;9iols ranaarranialov .vu
Other lauch damage M ail flin"
This, Product has. beers designed for use wdlmv �J uu![Aide Inc High VaII Huntrands Zone IHVHZl
Re-SLIUIIN.
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ENOINEERING EYPR"sll'
OPF00465414 lCen Ii 10S'84
160 SW 12' ' AvENUf SUITE 106, D-FERcTELP 13EAf.-, FtQlrlr�A 13442
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SHEET NO.
SH
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511111111111111111111
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FOLD UP WEATHER
R RESISTIVE BARRIER &
TEMPOIARILY SECURE
T
WEATHER
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
D WR G H OPE r
ROU
Z
WINDOW UNIT
SLOPE
FLASHING REQUIREMENTS
Cc
RESISITIVE.
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
a)
>
BARRIER
TAPE EXTERIOR
WOOD FRAME CONSTR.
SELF-ADHEREO FLASHING - ��%: 1:1 � �: I... 0
EAD F'_ONST]
11' BEAD OF CONSTR,
-
(0.6 cm: 30.5 cm)
include flashing as described in Section R703.4.
sID
a
3 "', i SHEATHING
_
ESIVL E
AOH r C)S _ APPLI
BY LAPPIN( AOHESIVE TO BE APPLIED UNDER
T1 I_
OVER RIM JOIST AND UP THRESHCAD OF DOOP AND
RFS NJ
F RM 'A
WALL BY 6 �N- RETURN UP JAMS 6% Ug- E LIQLIN'
R TU U; 3'
SELF -ADHERED FLASHING
R703.1.1 Water resistance, The exterior wall envelope s�al!ll be designed and constructed in a mannerthat prevents the accumulation of water
10
(D C:L 0 L_
CU -0 CL
N A] L BRA NO OR E R i
N L R VV
A A I E: fi
6R No
EXTERIOR
WEATHER
U QAiAl. FE A I
PR A
PROOF CAULKING
S L 0
E F-AD 'EREE�
SELF-ADHEREE-1 F1 ASHING
CEMT. FlN.
BUILDING PAPER
within the wall assembly by 11 roviding a water-resistant barrier behindthe exterior cladding ass required by Section R703.2 and a means of
p
draining to the exterior water that penetrates the exterior cladding.
40
CU CU
RESISITIVE
BARRIER
0 (D
SLAL f OPS UF _MiSTS
UNDER DECKING
WIRE LATH
R703.2 Water-resiStive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other
1-
0 CL q 0 3:
SIJBFLO(:)R
(SEE OETAIL WP071
approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally,
wl e upper ayer app over e ower ayer no ess an in as. ere
C: 0 u-
40
0
HEAD FLASHING TIE-IN INSTRUXTIONS:
approved materials shall be installed in accordance with the water -resistive barrier manufacturer's instillation instructions. The No.15 asphalt
CU >
0
1� C�ut, fold up & temporarily secure weather
N RIMJOIS 1,
felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building
CD
,SE DETAILS ARE GENERIC AND
MEANTTO SHOW GENERAL FLASHING
resisfive bamer above header to allIow for
flashing installafion
2, Seff-adhered flashing plus head flashing under
appendages in a maniner to meet the requirements of the, exterior wall envelope as described in Section R703.1.
R703,7'.3 Water barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based
Cl) 0 CL
:E co 4 40
AND WATERPROOFING METHODS TO
weather resistive barrier
-resistive
BE USED.
3. Fold weather resistive barrier back over head
sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper- The
individual layers shall be installed independently such that each layer a separate continuous and any flashing (installed in
flashing and seal with tape
JZ
provides plane
-
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING Scale: NITS
FLANGED WINDOW
wpol
SELF -ADHERED FLASHIP-LIG
EXTERIOR DOOR WITH DECK - 'S'NECTION A WP02
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF1 CHIMNEY SHOULDER
W P" 0 3
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
substantially nonw,ater-absorbing layer or designed drainage space.
EXTERIOR!!BK.ATMW�
CE MENT'
EXTFAK)k SI`4;A1 H�PL413 --I
IM"1 " BEAD C);: CONSTR,
IkD�'H"StVETOBE APPLIED UNDER 'e� I HEAD
I HRESHOI D OF DOOR AND R ETU R N "I FLAFREIIN S�_F
1�.41ZCHANICALLY FASTEN IF RUBBERIZED RUBB.FERCED ASPHALT
IqE!F-,DFD IN CURNERS EL
THROUGH SELF -ADHERED ASPHAL T AD+-,EDV1
FLASHING FLASH
R703.4 Flashing. Approved metal flashing,, vinyi flashing, s�elf-a,dhered membranes and mechanioWly attached flexible flashing shall be, applied
RASfIR M
FLANG [A WlNUOW
UP JAMB 6"� US--- LIQUID NAR. BRAN[ E_
r--SELF-AC)HERED
" ""
shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
12 MIL DPI(LOK CMU - MASONRY BLOCK
EXTREME BEFEIR TO TECtINICAL
LETTERONCHEMICAL
WINDOW COMPATIBILITY 2v'%� L
�FASTENER
OR EQUAL WEATHER PROOF CAULKING (SEE; DETATL'oiP01)
SCORED
RELEASEPI J.
)F--
used as flashing shall be applied in accordance with the manufacturer's instructions, All flashing shall be applied in a manner to prevent the
struct I pon s.
entry of water into the wall cavity or penetration of water to the building ura framing com ent
Self -adhered membranes used as flashing shall complywith AAMA 711. All exterior fenestration products shall be sealed at the juncture with
SEALAUNT AT SELF-ADNERED PLASHONJIG
41 SEALANT JOINT WINDOW BUCK TO
6UTSIDE EDGE OF MASONRY
WINDOW BUCK------\,
SELFADHERED FLAUHING�
EX1VLf4E- A MiNfM UM 6"
V OR 'CA1 I Y R 0 M
BOTTOM 0F
9 FOILOING I SCORE
RELEASE PAPER TO EXPOSE
AMiEWVE AS SHCWN)
-
the building wall with a sealant complying with AAMA 800 or ASTM G expansion an
'920 Class 25 Grade NS or greater for proper joint d
C AAM
ontraction, ASTIVIC 1281 A 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
2) SEALANT JOINT
T�4RESHOLD
shall be'nstalled at the following locations,
5) SEALANT FROM INSIDE EDGE OF
WINDOW FRAME WIINGOW LUCK 1E
ACROSS WINDOW BUCK
SIL'-LCI ION -A ISEF AT WP02)1"
i
1. 1 window and door openings. Flashing at exterior window and door openings shall extend to the surface of theexterior Wall
AND EXTEND TO WINDOW FRAME
MASONRY ATTACHED
PER CODE SELF-ACHEREDFLAS11ING
-Exterior
f �-ish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage- Mechanically attached flexibleflasHngs
AAMA 712, Flashing door be installed in the
6) TOOLED SEALANT REQUiREmENTs
BEAD BRIDGING
2'
shall comply with at exterior window and openings shall accordance with one or more of
following:
CLADDING AND WINDOW 3) SEALANT WINDOW FRAME T
FRAME A
NAILING FLANGE
SELF -ADHERED FLASHING
5
1-1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
WINDOW BUCK ALL THE WAY 1
�4
manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are
AROUND, INCLUDING SILL.
2
Do NOT FLA5H OVER
SEAL TCOF'S OF JOISTS
UNDER DECKING
6
not provided, pan fla5hing shall be installed at the 5ill of exterior window and door opening5. Pan flashing shall be sealed or
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
BUTTO,M NAILING -8
(SEE' Df�-TPVL'0007)
drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
FLANGE
%7
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
HALF ROUND WINDOW WP04
SELF -,ADHERED FLASHING
EXTERIOR DOOR WITH W Pu" 5
SFLF-ADHERED FLASHING I^,
WPOV
13 1.31- In accordance with other approved me�thiolds.
1A in accordance with FMAJAAMA 100, FMA/ AAMA 200, FMAIWOMA 250, FMA/AAMA1 WDMA 300 or FMA/AAMAIWDMA 400.
FENESTRATION INSTALLATION AND INTERFACE
DECK
INSIDE CORNER
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 decks to floor
exterior porches, or stairs attach a wall or assembly of wood -frame construction.
& 6.At intersections.
wall and roof
water Resistant Barrier
T TAt built-in gutters.
5. TEE
JAMB, SILL AND HEAD DETAIL
Loth
APPROVED SHEATH�NG
SELF-LADHERED FLASHING
sheathing
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
APPROVED HOUSEWRAP
PATCH
STRUCTALATH TWIN TRACK 2.5
Stucco
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FLASHING AND WATERPROOFING METHODS TO BE USED.
314'CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
K
APPROVED FLASHING TAPE '---'DOUBLE
3 2
T--
7/8" Cement Plaster
in with 7/8!' Cement, Plaster
*V'SEALANT SOCKET WITH JOIST
TOOLED APPROVED SEALANT �"INGLE WOOD SEAM
JOIST BELOW
SELF -ADHERED FLASHING
SEI.F-ADHERED FLASH I thhhiG
roundafion wall'.
4
accordance
% ASTMC926 !in accordance with
ASTMC926
SELF -ADHERED $ELF-AOHERED
2)
(4)
.,A; A
a
Feltbacked metal
lathe Felt backed metail
in accordance
with ASTMC106,"', lathe in accordance
FLASHING FLASHING
(5
with ASTMC1063
Building Paper
Building Pa per
7/16'0.S.B.
sheathing 7/16' 0. S. B.
Metal sheathing
SCS 06 0-1 WINDOW FIN INTERFACIF WITH SELF -ADHERED FLASHING
DECK iOIST
\VAV/P07
SELF -ADHERED FLASHING
OUTSIDE CORNER
\A/P08
FOUNDATION WEEP SCREED
WP09
EXTRUDED SHOULDER
Flashing
Weep Screed
'r'
Installed As Per
SELF -Arm
DIHEFRED FLAO' it I Is 14 G"
2x FRAN4EVVALL--______'.
t4anufact Specs-
Aldo ft�
A
PRODUCTS UETAILS
8, R IP OF SAF LEGEND
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SELF ADHERED FLASHR4G (SAF)
Maintain Stampede or similar
Bottorn of bottom
TILE FINISH----,
1� 1DRAINAGE PLANEWRB DRAINAGE PLANE UZIP) WFJXTHER RESISTANT
cauk
Weep Screed oint only
0
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
112" DUROCK
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I BARRI ER (YiPB'
BOND BREAK WEATHER RESISTANT BARRIER
BOND BREAK VVRB SELF FURRING (Sri, I-ATH
PLASTER ACCESSORY
1 1/2" to 2"
Above Roof Weep Screed
Sheathing Installed As Per
JC__
2�
SF LATH SHEATHING, �OSB% PLYWOOD, DENSGIASS 17��
L'
Manufact. Specs.
ICU
1'4" PER PLAN
M
.,
>
Detail Instructions
Refer to the numbell, marked as in each detaid that corresponds to the
numbered Iterrisir'i the list of Instructions, bellow:
V-0" PER PLAN
e
WRAP D11 W88 UNTO
THE:
SUFflz/�,(��E: T10TOPOF
�:4AN1111]11E 46 A14,AJR
112" Cementitious
Cement Plaster Decorative Finish
in accordance
C
0
0-
with ASTNC926 All Inside and
1 Install self -adhered flashing in order as shown by numbers
SLOPE
81, CMU -
k*
3-1i2l' INCH FLANGE
7
over wood 2nd
outside comer will
floor
2. Install flashing and weather resistive barrier to form water shedding
need to be miter
laps
3. Self -adhered flashing can be substituted for building paper
4" OR 8"CMU 4
(PER SEAT DEPTH)-----___y
z
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_-,--STRUCTURAL FRAMING
cut and caulked all
butt joints need to
becaut ked using
-6-0
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT
-TRU'URAL SHEATHINrl'
St-pede or sim.
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
w
LU
0
THIS GAP 1$ A RESULT OF
PLASTER STOP NATURAL loi ----STRIP OF SAF
1RINKAGE
[10 NOT SEAL.
caulk for all
0
,5. Remove all release paper per standard installation instructions and
-e of flashim
adhere to substrate, Using a square piec j material (6" x 6"
U)
yJ
ONTINUCIUS BACKER __--DRAINAGE PLANE WRB
ROD SEAL41NIT
Wrift'riurn),
SLOPED MUD BED
W
0
UJ
)RIF, PLPvE"7jG
BOND BREAK WRIB
?
U)
6. Fold as shown by arrows,
7. Angle folding the flashing to
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- - ---------- _"T ........ .. St- F LA A
F
JUA
cc
of corrier may vary, adjust of accordingly
fit tight to corner
A
VINYL SHOWER PAN
0
M
8. Mechanically fasten as necessary
SLOli
_J
PLASTERSTOP
------ \-ClY�FTINUUJS
Note:
The building paper and rn I la ust be
Cement installed ever the top of th w p r
Plaster
over block rt
LL1
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BACKER ROD
-
& SEALANT.
pta'7s at
1 st floor fa P #A, - W
z
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'EMF FINISH!
C
i "'Plia nee
_NTITIOUS
i ',' ,
J, w1th th, -,',-,u a0d a
v Debra Ppro
AnpL, 0 r., Ve
7# d
l(lahr P Editio
"h
1123o� 07
CL
SHEET NO.
SHOWER SEAT
W P 11
SOFFIT/CANTILEVER
WP10
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
WP1
so
TAPE EDGE OF HEAD
WALL FLASHING
STUCCO ON FRAME - 7/8"
3-COAT SAND FINISH STUCCO
ON SELF FURRING LATH ON 2-
LAYERS OF WATER RESISTIVE
BARRIER COMPLYING WITH
ASTM E2556, TYPE 1 (TYP)—
LI,L!_1II&iMIAa I mm 1]10011140aw,r
SHINGLE WATER
RESISTIVE BARRIER
OVER WEEP SCREED--------.
WEEP SCREED
CONT SELF ADHERED
FLASHING TURN 3" UP WALL-
18 GA HEAD WALL FLASHING
TO EXTEND MIN 8" BEYOND
UNDERLAYMENT
SHINGLE ROOF PER SPECS
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8
ROOF SHEATHING
PER PLAN
NOTE:
ALL LATH AND LATH
ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL
3"= 1'-0"
TAPE EDGE OF HEAD
WALL FLASHING
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
WALL SHEATHING PER PLAN---_.__`
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED -
HEAD WALL TRIM FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
CONT SELF ADHERED
FLASHING TURN 3" UP WALL—
CONT BUTYL TAPE SEALANT PER
MANUFACTURER INSTALLATION
INSTRUCTIONS
'Z' CLOSURE
STANDING SEAM METAL
ROOF PER SPECS---�.
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
11= 1 VY1
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HEAD WALL
9
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP;
WALL SHEATHING PER PLAN
SHINGLE WATER
RESISTIVE BARRIER
OVER WEEP SCREED
TAPE EDGE OF COUNTER
FLASHING
WEEP SCREED
COUNTER FLAS73"UP
CONT SELF AD
FLASHING TURN WALL
SHINGLE PER SPECS
STEP FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
NOTE:
ALL LATH AND LATH
ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
TAPE EDGE OF RAKE
WALL FLASHING
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED
WEEP SCREED
RAKE WALL STEP FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
FIELD BEND PANEL UP 1 1/2"
CONT BUTYL TAPE SEALANT PER
MANUFACTURER INSTALLATION
INSTRUCTIONS
'Z' CLOSURE \
STANDING SEAM METAL
ROOF PER SPECS
ROOF UNDERLAYMENT TO \
TURN UP WALL MIN 8"------
ROOF SHEATHING
NOTE: PER PLAN
ALL LATH AND LATH
ATTACHMENTS TO BE CONT SELF ADHERED
OUT OF CORROSION FLASHING TURN 3" UP WALL
-RESISTANT MATERIAL
HEAD WALL
W
TAPE EDGE OF HEAD
WALL FLASHING
FIBER CEMENT SIDING
PER ELEVATIONS
WALL SHEATHING PER PLAN -
SHINGLE WATER
RESISTIVE BARRIER
OVER FLASHING
STARTER STRIP-
00
CONT SELF ADHERED
FLASHING TURN 3" UP WALL-
18 GA HEAD WALL FLASHING
TO EXTEND MIN 8" BEYOND
UNDERLAYMENT
SHINGLE ROOF PER SPECS -
ROOF UNDERLAYMENT TO
z TURN UP WALL MIN 8"
ROOF SHEATHING
00
PER PLAN
RAKE WALL
WP12 - ROOF,
3 =1 -0
TAPE EDGE OF HEAD
WALL FLASHING
FIBER CEMENT SIDING
PER ELEVATIONS
WALL SHEATHING PER P
SHINGLE WATER
RESISTIVE BARRIER
OVER FLASHING MIN 8
co STARTER STRIP --
HEAD WALL TRIM FLASHING
TO EXTEND MIN 8" BEYOND
UNDERLAYMENT
CONT SELF ADHERED
FLASHING TURN 3" UP WALL-
57
CONT BUTYL TAPE SEALANT PER
MANUFACTURER INSTALLATION
INSTRUCTIONS
c
'Z' CLOSURE
II I I STANDING ETA
ROOF PER SPECS
' ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
RAKE WALL
WP14
3"=1'-0"
FLASHING REQUIREMENTS
R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A
WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE
cn SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. O U
R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED �-
FIBER CEMENT SIDING N
AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O
PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER-RESISTANT BARRIER BEHIND THE Co -
WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U
THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CQ CQ .U)
SHINGLE WATER O U
00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM OL O N
OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C Q O LL
WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL
TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O `-' `'- FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� 'O O
w � N JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED L �"
STARTER STRIP O O co Q'
MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !E Cu
COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 V) Q
OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS
CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING
FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL
ENVELOPE AS DESCRIBED IN SECTION R703.1.
z SHINGLE PER SPECS
R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE
eo STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED
EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A
UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER
ROOF UNDERLAYMENT TO -- PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN
TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE
BARRIER IS DIRECTED BETWEEN THE LAYERS.
ROOF SHEATHING
PER PLAN "' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER
6' WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER
THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO
BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR
6 DESIGNED DRAINAGE SPACE.
} R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED
MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED
SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED
AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE
- SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE
W P 13 BUILDING STRUCTURAL MING COMPONENTS.
SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL
EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE
BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25
GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION,
ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE
TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR
FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE
PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE
FOLLOWING LOCATIONS:
TAPE EDGE OF RAKE
WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2
SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS
RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR
OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE
FOLLOWING:
co
STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING
RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE
EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH
UNDERLAYMENTr THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING
INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE
FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN
FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT
CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER
MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN
INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD
AND SIDES.
'Z' CLOSURE
00
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A
STANDING SEAM METAL °D REGISTERED DESIGN PROFESSIONAL.
ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA
ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400.
TURN UP WALL MIN 8" 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.
3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
ROOF SHEATHING COPINGS AND SILLS.
PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
CONT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
FLASHING TURN 3" UP WALL
6.6 AT WALL AND ROOF INTERSECTIONS.
HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. }t
- STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED.
Plans Virtual Review
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STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED------_,,,,.
WEEP SCREED
HOLD 1/4" AIR GAP
BETWEEN WEEP
SCREED AND FLASHING
COUNTER FLASHING
CONT SELF ADHERED FLASHING TO
LAP FLASHING AND TURN 3" UP WALL
FLASHING
PT 1X10 BLOCKING
CONT SELF ADHERED FLASHING
TURN 3" UP BLOCKING
CEMENT MORTAR
TILE ROOF PER SPECS
ROOF UNDERLAYMENT TO
TURN UP BLOCKING MIN 8"
ROOF SHEATHING
PER PLAN
3rr=1 r-Orr
n=1 r-no,
WALL SHEATHING PER PLAN
STUCCO ON FRAME - 7/8" 3-GOAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP)
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED----__
WEEP SCREED
HOLD 1/4" AIR GAP
BETWEEN WEEP
SCREED AND FLASHING--------_
CONT SELF ADHERED FLASHING TO
LAP FLASHING AND TURN 3" UP WALL ---
PT 1X BLOCKING
COUNTERFLASHING
00 PAN FLASHING 6" MIN
ROOF UNDERLAYMENT TO
TURN UP BLOCKING MIN 6"----
CONT SELF ADHERED FLASHING
TURN 3" UP BLOCKING
TILE ROOF PER SPECS
2X NAILER SECURELY
FASTENED TO DECK
ROOF SHEATHING
NOTE: PER PLAN
ALL LATH AND LATH
ATTACHMENTS TO BE
OUT OF CORROSION
-RESISTANT MATERIAL
HEAD WALL
ROOF PER SPECS
4YMENT
ALE OVER
3E
!EATHING
N
3E
FASCIA
HERED WRB TO
OVER WRB ON
!LOW
JM BRAKE METAL WRAP
�CKER ROD
SLANT
'T MOULDING
:F BRAKE METAL
ON FRAME - 7/8"
SAND FINISH STUCCO
FURRING LATH ON 2-
OF WATER RESISTIVE
COMPLYING WITH
556, TYPE 1 (TYP)
IEATHING PER PLAN
RAKE WALL
WP16
WP18
FLASHING REQUIREMENTS
FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A
PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE
SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. to
>O �?i =3
WALL SHEATHING PER PLAN L
WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED
SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q Ot L
FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C cu -0 0--
BARRIER OVER FLASHING PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO }' O, N
THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 cu'! - cn
STARTER STRIP — SHINGLE WATER RESISTIVE N �-�
BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO, ASPHALT FELT, FREE FROM C OL
HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O O
BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O O O' LL
FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE CIO EXTERIOR CUL O >
BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .N E O
COUNTER FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED U) O L Q
FLASHING MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cn
cu Q
CONT SELF ADHERED FLASHING TO C6
LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT H -0 cf) Q
OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS
LAP FLASHING AND TURN 3" UP WALL
FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING
PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL
ENVELOPE AS DESCRIBED IN SECTION R703.1.
CONTSELF ADHERED FLASHING COUNTER FLASF'ING
TURN 3" UP BLOCKING— R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE
00 TURN
PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED
CEMENT MORTAR
SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A
ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER
ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN
TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE
BARRIER IS DIRECTED BETWEEN THE LAYERS.
ROOF SHEATHING TILE ROOF PER SPECS
PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER
2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER
FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO
BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR
ROOF SHEATHING DESIGNED DRAINAGE SPACE.
PER PLAN
R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED
MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED
SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED
AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE
ROOF TO WALL - BARREL TILE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE
" r
_ W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS.
31 -Orr SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL
EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE
BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25
GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION,
ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE
TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR
WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE
OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE
FOLLOWING LOCATIONS:
�. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW }
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2
FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS
SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR
OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE
FOLLOWING:
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING
INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE
FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH
THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING
INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE
INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN
FLASHING SHALL BE SEALED OR 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 DRAINAGE. OPENINGS USING PAN
FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD
AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A
REGISTERED DESIGN PROFESSIONAL.
1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA
250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 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.
3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
COPINGS AND SILLS.
4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM,
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.
7.7 AT BUILT-IN GUTTERS.
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
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