HomeMy WebLinkAbout6275 Back Forty LpABBREVIATIONS
GENERAL NOTES
VERSION CHANGES
INDEX OF DRAWINGS
ABV -ABOVE MLDG -MOULDING
VERSION
DESCRIPTION OF CHANGES
SHT NO:
TITLE
AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING
THE FOLLOWING TECHNICAL CODES SHALL APPLY:
N
o
1.0
PLAN REVISIONS
CS
COVER SHEET
A U - AIR HANDLER UNIT MO - MASONRY OPENING
Al
FOUNDATION PLAN
N
A/C -AIR CONDITIONING MUNT - MUNTINS
2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS,
2.0
TRUSS CONNECTOR REVISION
A2
FLOOR PLAN,,
ALUM -ALUMINUM # -NUMBER
ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017
A3
ROOF FRAMING PLAN
3.0
AT -ALUMINUM THRESHOLD OC - ON CENTER
FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE
( )
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- .d,., e
AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR
2020 FBC PLUMBING RESIDENTIAL SECTION 604
A4
A5
ROOF PLAN
EXTERIOR ELEVATIONS
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4.0
GAS FIXTURES ADDED
AVG -AVERAGE OPNG -OPENING
1. TANK TYPE WATER CLOSET VOLUME
A6
FLOOR ELECTRICAL PLAN
LO
BFE - BASE FLOOD ELEVATION OPP - OPPOSITE
1.6 GALLONS
�-'
BM -BEAM OPT - OPTIONAL
SNO
STRUCTURAL NOTES
.4, h
BLK -BLOCK OH - OVER HANG
2. WATER -FLOW RATE.
SN11
STRUCTURAL NOTES
U.,
BLDG - BUILDING OH CABS- OVERHEAD CABS
BRD -BOARD PNT PAINT FINISH
PUBLIC FACILITIES LAV 0.5 G.P.M.
S3M
FOUNDATION DETAILS
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-
BRG -BEARING PTD -PAINTED
PRIVATE FACILITIES LAV 2.2 G.P.M.`,
S4
FRAME WALL DETAILS
� ' =
BTM - BOTTOM PED -PEDESTAL
SHOWER HEADS 2.5 G.P.M.r'
S5
SS
ROOF FRAMING DETAILS
RETRO FIT DETAILS
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BUC -BUILT UP COLUMN PERF -PERFORATED
CAB - CABINET PLT -PLATE
3. ALL PLUMBING WATER LINES
S11
PRECAST DETAILS
f
CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD
TO BE CPVC
S12
PRECAST DETAILS
W
CLG - CEILING PKT -POCKET
PA1.0
PRODUCT APPROVAL
p
CLG HT - CEILING HEIGHT LB -POUND
VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO
PA1.1
PRODUCT APPROVAL
Q
CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT
JOBSITE CONDITIONS
PA1.2
PRODUCT APPROVAL
CL - CENTERLINE PSI - POUNDS PER SQUARE
PA1.3
PRODUCT APPROVAL
COL -COLUMN PT - PRESSURE TREATED
THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL
PA1.4
PRODUCT APPROVAL
CONIC -CONCRETE PB - PUSH BUTTON
CODE
PA1.5
PRODUCT APPROVAL
CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR
CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE
Q PORCHES AND BALCONIES
SH 1.0
HURRICANE SHUTTERS
V) N LO E
CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING
CHAP. 3
SH 1.1
HURRICANE SHUTTERS
100 o 0
CTR -CENTER REQD - REQUIRED
SH 1.2
HURRICANE SHUTTERS
M 2
CJ - CONTROL JOINT R/A - RETURN AIR
❑ HANDRAILS - CHAP. 3
SH 1.3
HURRICANE SHUTTERS
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DP - DEEP OR DEPTH RO - ROUGH OPENING
SH 1.4
HURRICANE SHUTTERS
to U Q 0
DTL - DETAIL RS - ROUGH SAWN
Q GUARDRAILS - CHAP. 3
SH1.5
HURRICANE SHUTTERS
Q
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DIA - DIAMETER SC - SOLID CORE
WP1.0
WATERPROOFING DETAILS
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DIM - DIMENSION SCP -SCUPPER
❑STAIRS - CHAP. 3
a
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DISCON -DISCONNECT SCRN - SCREEN
to w Q.N N
DW - DISHWASHER SIM - SIMILAR
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2
DR -DOOR SHLVS -SHELVES
Q CHIMNEY & FIREPLACE
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DEL - DOUBLE S/R - SHELF & ROD
CHAP. 10
DWG - DRAWING SH - SINGLE HUNG WINDOW
EA -EACH SGD - SLIDING GLASS DOOR
Q EGRESS WINDOWS
ELEC - ELECTRICAL SPECS - SPECIFICATIONS
CHAP. 3
ELEV -ELEVATOR SQ FT - SQUARE FEET
EQ -EQUAL SQ IN - SQUARE INCH
5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED
EQUP - EQUIPMENT STD -STANDARD
BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H.
EXP JT - EXPANSION JOINT STL -STEEL
GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE
EXT - EXTERIOR STRUCT -STRUCTURAL
MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE
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FIN FLR - FINISHED FLOOR TEMP -TEMPERED
INSTALLATION.
FIN - FIN THK - THICK OR THICKNESS
EW - EACH WAY TB - TOWEL BAR
FG - FIXED GLASS TOC - TOP OF CONCRETE
SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA
FD - FLOOR DRAIN TOM - TOP OF MASONRY
AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS,
FE - FIRE EXTINGUISHER TOP - TOP OF PLATE
OVERHEAD GARAGE DOORS, AND ROOFING.
FLR -FLOOR TP - TOILET PAPER HOLDER
FLOUR -FLUORESCENT TYP - TYPICAL
6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL
FTG - FOOTING UNO - UNLESS NOTED OTHERWISE
SHOWER ENCLOSURES TO BE TEMPERED GLASS
FR DR - FRENCH DOOR VAC - VACUUM
W W
W w _j W z
GALV - GALVANIZED VAL -VALANCE
-GALIGE RT
AINFIELD
7. ALL WINDOWS WITHIN 24" OF DOORS INTERIOR & EXTERIOR AND WITHIN 18" OF FLR
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GB -GRABBAR VFGA
- VERIFY
TO BE TEMPERED GLASS. (SECTION R308)
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GWB - GYPSUM WALL BOARD WC - WATER CLOSET
A. DIMENSIONS INDICATED ARE TO:
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GYPBRD - GYPSUM BOARD WH - WATER HEATER
HD - HEAD WL - WIND LOAD
A.1. CMU WALL: OUTSIDE FACE OF WALL
HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF
A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF
1
HT - HEIGHT WWM - WELDED WIRE MESH
CORE -STUD
HB - HOSE BIB W - WIDE OR WIDTH
A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E.
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HC -HANDICAP WDW -WINDOW
FURRING\
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INSUL - INSULATION W/ - WITH
A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD
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INT - INTERIOR WD - WOOD
A.4. WINDOW OPENINGS:
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LVL - LAMINATED VENEER LUMBER
LT - LAUNDRY TUB
A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING
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LGT - LIGHT
A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
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MAX - MAXIMUM
A.S. DOOR OPENINGS:
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MATL - MATERIAL
MFR -MANUFACTURER
A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING
A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
1- COM O
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- MECHANICAL
A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED
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FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR
MC - MEDICINE CABINET
FRAME
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MIN -MINIMUM
A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER
a M
OF DOOR
A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH
C
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SURFACE TO FINISH SURFACE
A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER
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SYMBOL LEGEND.
B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND
��
JLUMB.
�A = STAIR CALL OUT - HEIGHT OF SHEET NUMBER
\\STEP DOWN 1 INT ELEV NUMBER
C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:
C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES
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FOOTING CALL OUT - C STEP DOWN ARROW SHOWS
FOOTING
C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS
SCHEDULE CALLOUT DIRECTION OF VIEW
C.3. FRAMED WALLS EXTERIOR
ARROW SHOWS INTERIOR ELEVATION
CA. FRAMED WALLS INTERIOR
DIRECTION OF VIEW MARKER
1 = KEYNOTE CALL OUT
/cELEVINIUMBER
C.5. DOORS AND WINDOWS
D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB -
A9 ARROW SHOWS
UNLESS OTHERWISE NOTED
PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT
= OUT - SEE LENTEL EXTERIOR 1
E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE
OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED
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SCHEDULE ELEVATION MARKER Al SECTION NUMBER
F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE
MAR 2 5
1 ELEV NUMBER SHEET NUMBER
STRUCTURAL MATERIAL ABOVE AS SCHEDULEDLEDGER
2023
CALL OUT -
LEDGER SCHEDULE SEE 4 A15 SHEET NUMBER
G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE,
CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND
LOCATION OF CUT
COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE
r--ARROW SHOWS
3 DIRECTION OF VIEW
DRAWINGS.
MULTI VIEW INTERIOR SECTION
ELEVATION MARKER MARKER
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FOUNDATION PLAN (ELEV B
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ELEV. AT 0'-0" (8" MIN. ABV. GRADE) TYP
• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER
6 MIL VISQUEEN VAPOR BARRIER
• MECH. COMPACTED FILL TO 95% OF
MAX. DRY DENSITY
• TREAT SOIL W/ TERMITE POISONING OR
BORACARE TREATED LUMBER IS AN
ALTERNATIVE TERMITE PROTECTION TO
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BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN
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13 = FILLED CELL W/(1) #5 VERTICAL
® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
A = FILLED CELL W/ (2) #5 VERTICAL
C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR)
(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS
m= WINDOW OPENING ABOVE
PLUMBING NOTES:
FBC 7TH EDITION (2020) PLUMBING SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WATER -FLOW RATE.
PUBLIC FACILITIES LAV 0.5 G.P.M.
PRIVATE FACILITIES LAV 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
VTR LOCATIONS ARE APPROXIMATE AND MAY
CHANGE DUE TO JOBSITE CONDITIONS.
LICENSED PLUMBER TO VERIFY AND HAS THE
AUTHORITY TO CHANGE AS NEEDED.
O KEYNOTE LEGEND
KEYNOTE
ANNOTATION
1D
1/2 DP X 9 1/2 WIDE RECESS
2Q
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3D
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FLOOR PLAN (ELEV B
1 /4" = 1'-0"
30'-0"
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.
UNO
BEARING WALL 2X4 16" O.C. W/ 1/2"
GYP. LINO
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 B
AREA
PROPOSED
FIRST FLOOR LIVING
1448
TOTAL LIVING SQ FT 1448
ENTRY
93
GARAGE
387
TOTAL SQ FT 1928
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)
MAR 2 5 2023 -
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
ALLOWABLE WIND SPEED DESIGN PRESSURE
(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch,
Exposure C, Height=30 ft, Importance Factor-1.0, End
Zone= 4 ft)
As per Florida Building Code 7th edition (2020),
Residential Table R301.2 (4) (Wind Speed Conversions)
and ASCE 7-10 Methods
WALL
TRIBUTARY
AREA (ft)2
INTERIOR
END
10
39.4
-42.1
39.4
-51.8
20
37.6
-40.5
37.6
48.6
50
35.2
-37.3
35.2
-43.7
100
33.4
-35.6
33.4
40.5
GARAGED
30.0
-33.9
30.0
-33.9
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ROOF FRAMING PLAN (ELEV B.'
1 /411 = 1'-011
REFER TO ENG.
PACK FOR
CONNECTION
CJ3
0
1'-0 5/1
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-131
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
FBC 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 CUTBACK 1/2" FROM FRAME WALLS.
• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG
BACK LOCATIONS.
• SECOND STORY TRUSSES ARE CUT BACK 3/4"FROM EXTERIOR
WALLS.
NOTE:
DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS
OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR
WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT
CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487
NOTE:
MULTI -PLY GIRDER CONNECTION.
ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND
OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS
ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS.
NOTE:
ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY
THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE
IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN
ORDER TO AVOID REPAIRS.
COLUMN NOTE:
REFER TO FOUNDATION PLAN FOR COLUMN SIZES
MAR 2 5 2023
Virtual Review Assist. Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edi
by Debra Anne Klahr PX2300
SHINGLE ROOF
51
12
0
HEEL= 4-1/16"
PLUMB 2X4
CUT
12"
31I II II LABELED END MARK
2'-0"
TYPICAL 5' SETBACK CORNER -SET Total Truss Quantity = 79
LABELING AND SPACING
REFER TO ENG.
PACK FOR CONNECTION
CJ5
o CJ3
U
CS U
U
V-0 5/16"--h 1, 2'-0" 1, 2'-0"
TYPICAL T SETBACK CORNER -SET
LABELING AND SPACING
ATTENTION!
DON'T LIFT SINGLE TRUSSES
1MTH SPANS LONGER THAN
30' BY THE PEAK
I CONSULT BCSI -81
30' Span or less 30' to 60'
Spreader
60 degrees
,,l or less
I� 112 2/3 to 1/2
line span approx. 1 Te Tine 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 cperator 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
SHINGLE
ALL REACTIONS
AND UPLIFTS
ARE SHOWN ON ENGINEERING.
WALL KEY
�i�i�i�i�i�i� ���I�•`�01
LOAD# DESCRIPTION INIT. DATE
R/01
Created from BID B312288A AS
8/6/2015
RA01
REV. ENTRY & ADD HIP Q REAR SHM
9118115
RB01
Add Vaulted ceiling in Great nn, AS
Diningrm.Kitchen Foyer & Ent
12/29/2015
R801
LC9 AND FBC2017 HAB
12/07/2017
RC01
RE-CALC A7G B.C. AS
7/23/2019
RD01
LCA JTH
1/4121
CARPENTER
—�
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N. W.
WINTER
HAVEN FLORIDA 33880
PH❑NE:
(800) 959-8806
FAX:
(863) 294-2488
BUILDER : LENNAR HOMES
PROJECT :TOUCHSTONE
MODEL : 1450
CCA PROJ/MODEL/ALT
7A2 / 1450B
ALT DESC:
OTC
LOT : BLOCK
DESIGNER PAGE
HAB
DATE
08 06 2015
LAN# SCALE
N321594R 1 1 4 11=11
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ROOF FRAMING
PLANS B
I. 1 I. 11 1 1 1 I III i -_ J_ (. I I
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ROOF PLAN (ELEV B
1 /411 = 1'-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 CALL:
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 THE SPACE,
WITH
THE BLANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS.
CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN.
VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS)
RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT.
" OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT
" SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT.
IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE
PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER
APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION
LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE
36 SQ. IN. OF NET FREE AREA / FT. FOR TILE
NOTE:
EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE
DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL
PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT
MAR 15 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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11 1111.. _I__ _ 11 I I 1..I ] -. 1. __— .I _
d 1 1'll,Tl"L r��g, 1=1 1'1_='A I. ' I 11 i I I I I I
ELEV AT 8'•
T.O.M.
ELEV AT 0'.
1ST FLOOF
SHINGLE Rc
ELEV AT 8'-0"
T.O.M.
5/8" STUCC,
OVER CMU
ELEV AT 0'-0"
1ST FLOOR FF
ELEV AT 8'-0" _
T.O.M.
FRONT ELEVATION B
1 /4" = 1'-0"
REAR ELEVATION B
�J 1 /4" = 1'-0"
SHINGLE ROOF
1 1/4" THK x 6"
STUCCO BAND
5/8" STUCCO
OVER CMU
75/8" STUCCO
OVER CMU
00
1
2'-O" `O
Ah ELEV AT 0'-0"
1ST FLOOR FF — — —�— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
A5
RIGHT ELEVATION B
1 /4" = 1'-0"
it i■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■���■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■■1��■■
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LEFT ELEVATION B
1 /411 = 1'-0"
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DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
Ml,klrjWMWI���
FINISH
LEVATION
SHEATHING
FACTURED
TRUSS
,RIP EDGE
INUM WRAP
INUM SOFFIT
ROOF FINISH PER
ELEVATION
ROOF SHEATHING
b`
MANUFACTURED
ROOF TRUSS
METAL DRIP EDGE
2X4 SUB -FASCIA
ALUMINIUM WRAP
PER ELEVATION
ALUMINUM
NOTE: REFER TO STRUCTURAL SOFFIT
SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
OVERHANG DETAIL
6
:-7;NCMU COLUMN DETAIL
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.
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)
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.
NOTE:
FOAM TO BE USED ONLY WHEN MAR 2 5 Zola
REQUIRED BY COMMUNITY
SPECS. IF NOT, DETAIL TO BE
BUILT W/ STUCCO
Virtual Review Assist. c.
Plans Review completed and lap ved
for compliance with the 2020 FBC 7th Edition
ri
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EXTERIOR
ELEVATIONS B
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DICONNECT
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ELECTRICAL PLAN (ELEVATIONS A & B
1 /4„ = 1'-011
ELECTRICAL NOTES:
1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING
LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017
A) BATHROOMS
B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT
HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL
NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND AREAS OF
SIMILAR USE.
C) CRAWL SPACES AT OR BELOW GRADE.
D) KITCHENS - WHERE THE RECEPTACLES ARE
INSTALLED TO SERVE THE COUNTERTOP SURFACES.
E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE
THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF
THE OUTSIDE EDGE OF THE SINK.
2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70
(NEC) 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
10 #15 copper to lights & outlets
NEMA 1
200 AMP
10 #12 copper to 20 amp ckts
10 #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
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Virtual Review Assi,'N Z 5 20
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH
io
r-
SWITCH °
4 1/2"
DOOR JAMB DUPLEX
OUTLET ih
TRIM -
BASE
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION:
WALL
oz
ISC_'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 IHORIZONTAL
110V QUAD OUTLET AT 12"
WEATHERPROOF GFCI OUTLET AT 12"
220V OUTLET AT 30"
110V DUPLEX FLOOR OUTLET
OUTLET - VERIFY W/MANUF. SPECS
FOR LOCATION & TYPE
TELEPHONE OUTLET AT 12" OR AS NOTED
�} TELEVISION OUTLET AT 12" - WIRE FOR
CABLE & SATELLITE
® STRUCTURED WIRE OUTLET
-�-- SWITCH AT 36"
3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
-O PUSH BUTTON FOR GARAGE DOOR OPENER
--0 DIMMER SWITCH AT 36"
PUSH-BUTTON DOORBELL
{} CLG MNT LT FIXTURE
-�- CLG MNT PREWIRE - FIXTURE BY OWNER
-{} SURFACE MNT FIXTURE
} WALL MNT FIXTURE
NOTE:
03 40W A 6" ROUND OPALEX - ALTERNATE
TUB/SHOWER CANS MAY BE
,04 50W PAR30 NFL 6" WHITE BAFFLE USEDIF
APPROVED BY
06 50W MR16 4" LOW VOLTAGE OWNER
80 50W PAR20 NFL 4" MINI ROUND RECESS
00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
-0 CLG FAN PREWIRE AND SWITCH
COMBINATION CARBON MONOIXED DETECTOR/
Cos COMBINATION
DETECTOR
C SMOKE DETECTOR
CU-182 UNDER CABINET 18"
-S-182 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"CLG MNT WRAPPED FLUOR LIGHT
9724:R 24" VANITY LIGHTING
9;;—m 36 :;;R 36" VANITY LIGHTING
4848" VANITY LIGHTING
EXHAUST FAN/LIGHT
0 EXHAUST FAN
DOUBLE FLOOD LIGHT W/ COVERS AND
150W PAR 38 FL
® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR
CEILING MNT SPEAKER
CM CHIMES (DELETE W/ INTERCOM)
MASTER STATION
11&3 ELEC PANEL
® VACUM OUTLET AT 12"
® CEILING RETURN AIR
ED A/C REGISTER
THERMOSTAT
On 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
- - _ -_-- _ _ l 11!1
NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT,
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 VERTICALLYABOVE 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 3b 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
0
SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t 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 Yz 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.
1,12.
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.'A.
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 + W L
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4. 1. 1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
I S
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 IN, OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH: 3"
C-I-P CONCRETE EXPOSED TO EXTERIOR: 2"
C-I-P CONCRETE NOT EXPOSED: 1 1/2"
GROUT FILLED MASONRY: 3/4"
4. ' • 7•
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND TAT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) :
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE
MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER :
4.4. 1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4. 1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4. 1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4. 3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS H B FLOORING
0 S SUCH AS SUB L00 NG AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2007, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C, 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". '
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb = 2,950 PSI
Ft = 1,850PSI
Fc= 500 PSI (PERPENDICULAR)
Fc = 2,700 (PARALLEL)
Fv = 285 PSI
4.7. STEEL:
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE
PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE.
4.8. SOIL:
4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF
4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION
R318.
4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irri ation/sprinklers stems includingg all risers and
spray heads shall not be installed within 1'-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C ncrete oyerpo and mortar along the foundation perimeter
must be removed be ore exterior soiltreatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-D" of the structure sidewalls.
11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -
"C" (FBC-R R301)
INTERNAL PRESSURE COEFFICIENT=
0.18 ENCLOSED BLDG)
BUILDING CATEGORY = II
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 6-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH
+ 29.7 PSF / -39.6 PSF (END) U.N.O.
CONSTRUCTION
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
GARAGE DOORS (V =140
MPH)
TYPE: 5B SINGLE 90
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8"
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.
MAR 2 5 20,
Virtual Review Assist, Inc.
Plans Review completed and app ed
for compliance with the 2010 FBC 7th Edi'
by Debra Anne Klahr PX2300 tion
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STRUCTURAL
DETAILS
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METAL LATH — BALL SHEATHING
I I
IT" _ I ICI
I.1 I I
16G.Ax1-1'2" LONG (3.14%1" CROWN) rlmL
STAPLES C 6" O.C. °ERT BETWEEN 1 I I I I — 16GAx142'" LONG (34`-1"
STUDS (NOTED THUS:—) - OF=SET I I I I CRCiWINj STAPLES " 6
STAPLES BETWEEN STUDS AS SHOWN O.C. VERT IN70 STUDS
(NOTED THUS:--)
METAL LATH ATTACHMENT DETAIL
REV, 09.24.21 SCALE: 114" = V-0"
=DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 703.7.1 LA'I-H-
"ONLY APPLIES TO LENNAR TPAeJJA,X**
LATHING ACCESSORIES:
ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2 LONG (3/4 -1 CROWN) STAPLES @ 611 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 C 1861.
CORNER OF
HOME
GARAGE SIDE
10'-0"
TANK -LESS W/H
5'-0"
STUB -OUT FOR
GAS METER O —
0
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.
10-81'
2 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16-5"
1) SIMPSON HTS20 OR (3)16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11'-0"
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'.4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
" TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
C�
W
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m
CC)
ROOF DIAPHRAGM NAILING SCHEDULE
Pinr,F I IMF
+ +
+ + + + + + + + +
+ + + + + + + + + + + + + +
+
+
+ + + + + + + + b
+ + + + + + + + + + + + + +
+ +
+ +
+ + + + + + + + +
+ + + + + + + + + + + + + +
+
+
+ + + + + + + + +
+ + + + + + + + + + + + + +
+ +
+ +
+
+
+ +
+
+
-0" (TYP.)
4'-0"
+
+ +
4'-0"
+ +
+
+
+
1
+ +
+++
+ +
+
+ +
+
9`�I
++
+ +
+ +
+ +
+
+
+
+ +
+
+ +
+ +
+ +
+
+++++++ +
+
+ + + + + +++ +
+ +
+ +
+ + +
+ + + +
+p
+
+ + + + + + CO
+
+ + + +
+
+ + + +++++
+ ++
++
++
+++++
++
15/32" CDX I
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 ;NCH 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 2-318 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.
Backer and Filler Block Dimensions
BCI®Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood anels or 2 x —
P
1-1/8" or two 1!2"
6000s 1.8/1.7
wood panels
2 x _ + 5/8" or 3/4" wood panel
1-1/8" or two 1!2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1 /2"
602.0
wood panels
2x — + 5/8" or 3/4" wood panel
902.0
2x — lumber
Double 2 x — lumber
FILL CELL STD. 90° HOOK BOND BEAM
07
w
.. ..
............ ........... . ......
¢ STD. 90°
CONT. #5
CONT. #5 HOOK
BAR
BAR
..... .............
#5 CONT.
FROM
CTOFOUNDATION
HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR RII
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
# 2nd FLOOR
Solid block all posts from
STUDS
above to bearing below.
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min.) Small 2" min.
gap
max. � 4 max.
__TClinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min.
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 Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
t.
DOUBLE JOIST CONNECTION top irdsmouthcuts.
- Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 1 Fnnih
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
KNOCKOUTS) ALLOWED
IN BEARING ZONES —�
DO NOT cut, notch
or drill flanges
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
x
Filler blocking °
1/8" gap x
Boise Joist Blocking
I Isa 3" t1 nril nails nt R" n r
j, 1-,� Provide adequate bearing
J for each lapped joist.
10dnails 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.*
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration. —
CD co
6"" AIE
A 1Y" ROUND HOLE MAY 6"" 6", DO NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y"
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz"
Round Hole [Diameter to
2
3
4
5
6
7
8
8.875
10
11
12
13
Rectangular Hote Side (in)
2
3
5
6
8
9
10
Any 16" joist
Span (ft)
8
V-0,
1 1"
1'-2"
V-2'
V-3"
V-3"
V-7"
V-11"
2'4"
2'-9„
3.-2"
3'_7„
12
V-0"
1 V
1'-2"
V-2"
V-3"
1' 9"
2'4"
2' 11"
3' 7"
4" 2"
4' 9"
5°-4"
16
V-0"
1'-1"
1, 2"
1 2"
V-7"
2, 5"
3,-2"
3,_10„
4*-9"
5 7"
6'-4-
7,-2„
20
V-0"
1'-1"
1'-2"
V-2°
2'-0"
3%0"
4'-0"
4'-10"
5'-11"
6'-11"'
7'-11"
8'-11"
24
V-0"
1. 1 „
1, 2,"
1,-0,"
2' 5"
3'-7"
4'-9"
5, , 0"
7«_2 `
8'4"
9.-0"
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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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 BearingLocation
Series Depth End Intermediate
®
BCI5000s
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
-
BC16000s®
BC16500s®
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI60s®
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI90s®
11 "
3-16d
3-16d
14"
5-16d
5-16d
16"
6-16d
6-16d
SIMPSC
w/ (22)
NAILS 1
5/8"0
THRU
BOLT
SIMPSC
w/ (22)
NAILS 1
R TRUSS
'OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20 /
Plumbing HETAL20 INSTALLATION
I� 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 plumbinge.
3" max
JOISTS OFFSET
N.T.S.
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 P 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.
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
PLUMBING LINE
TOP (2) #5's x 4'-0"
CENTERED @ PIPE PVC OR SCH40 SLEEVE
A/C CHASE 4" PVC PENETRATION
SLEEVE THRU STEM
WALL a
—I i 1i-i i=—i =i d I I•
d
III-1 I I-1 I I I I-1 I I III-1 I I FINISH GRADE
SLEEVE THRU STEMS °
SEE PLAN FOR---'°• a . • a . • • °
FOUNDATION IN d
STEM FOUNDATION
— GRADE
REINF. SEE PLAN
i
A/C =HASE4" PVC (2) #5 REBAR
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
7
F_JJ
ITTr
L--�
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
2177— d /I — 1
Q
Od 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
7 a ' .d .
a/a II III-
11
—i
d d
-III— • • � . / • III=
TTj \ a •• /
SEE FND. PLN.
SIZE & REINF.
MAR 2 5 ?423
4
Plans ,,,,,,,P,eted and approved
for compliance with the 2020 FBC 7h Edition
by Debra Anne Klahr PX2300
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STRUCTURAL
--
DETAILS
L. I Llll I
(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/
METAL PL. UNDER FA. TRUSS
(nP') VARIES
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
SN1
ELEV. VARIESAk
INSULATION BAFFLE
ALUMINUM DRIP
EDGE
5/8" OR 1/2" HIGH
ALUMINUM FASCIA
STRENGTH CEILING
12"
2x SUB FASCIA
BOARD PER CODE (OR 5/8"
.N.O.
GYP. TYPE "X" @ GARAGE
E� SOFFIT
W/A HABITABLE ROOM
SHEET
ABOVE) W/DRYWALL
8"&'X16" KNOCK -OUT
SCREWS @ 7 O.C.
BLOCK W/ 1#5 CONT.
CEILING & 8" O.C. WALLS
FILLED SOLID W/GROUT
INSULATION PER
CHART ON FLOOR
8" C.M.U. TYPICAL
PLAN
1x2 P.T. HORIZONTAL
TYPE "S" MORTAR
NAILER
STD. 99HOOK (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
FOR LOCATIONS)
1x4 P.T. BASE NAILER
W
3 1/4" BASEBOARD
U-
MIN. 2500 PSI CONC. SLAB
w
a
MIN PSI MAY VARY PER
-
MUNICIPALITY.
`Y)
4"x4" INSPECTION PORT AT
EACH FILLED CELL TYPICAL
CONCRETE SLAB W/ 6X6
W1.4XW1.4 WWF OR
AT GARAGE, CONTRACTOR
"FIBERMESH"
TO CUT BLOCK OR POUR
-71
CURB DUE TO SLOPE
-
-v
L
D ° L
W
Cn
D
0?
6 MIL VAPOR-'
BARRIER
," p
4
11
p
11=
COMP. SOIL.
I
(COMPACTED TO 95%
I III
I
I I I
NOTE: EXTEND DECO FINISH
MODIFIED PROCTOR
—III —I
4" to 6" BELOW GRADE
ASTM D1557)
(2) #5 REBAR CONT.
3"
MIN. CLR.
ON 3" CHAIRS TYP.
1'4" (1 STORY)
STD. 90 HOOK
U.N.O.
4"
V-8" (2 STORY)
(SEE DETAIL)
TYPICAL WALL SECTION
K�A
SCALE: 3/4" =1'-0"
S3
OPT: DEPRESS SLAB 5Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14"
PAVERS O.H.D. RECESS z
�f-Je
op
T
SEE A/S3 OR J/S6 -1 I II I I l i it 111 I I I� i h
FOR REINF. INFO. 3" MIN. CLEARANCE
1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1' 8" (2 STOR))
GARAGE DOOR SLAB RECESS J.1
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.)
� D
'.�11LI�ll�I�I S • 'D P ..
' i i TTT Tl i T'IT a
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" 0/C & c
@ 6" MAX FROM END OF 2 x PLATE
CV
.6x6W1.4xW1.4 r
WWF OR FIBERMESH
a .
O
I —III I' -
I 811
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'-01,
d 4 • A.F.F.
A . C7
Q. ° ' a '° . Q . ELEV. -0'-31/2" Z
° A d e d °. 0
A.F.F. 0
d' d 2x4CONT. ' a ° ° • LL
d° d d O d
° •a �° N d I' I° °...
a GARAGE DEPTH VARIES B A.
.° °. e• .
•d... , e n
GARAGE SLAB AT STEP rB
SCALE: 3/4"=V-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
SEE CC/S3 OR N #5 VERT. IN FILLED CELL
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"x31/4" TAPCONS
*SIMPSON SP1 SPACED EVENLY
w/ (10) 10d NAILS N 2x P.T. PLATE
TYP r
ASSUMED FINISHED
GRADE
MONO OR STEMWALL z
FOOTING MONO SHOWN00
FOR CLARITY °
D I—III=1I .III-1
z
NOTE: D —ll=ll L III= 1
*FOR BEARING WALL g ° D D III=I LI=�IJ=JJ= �J= N
—_
W/ UPLIFT ONLY — —
FRAME WALL TO C.M.U. WALL CONNECTION
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
° . A. GRADE
_ _ -(1) #5 REBAR w/ OPT.
I —III— I I— I I— I I —III— 1 1=SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=1'-01. S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS
A M 1
CV ..: r
fh :A .. n0.
I� �60
- RI II�II��III.. �.` ` " n F -
It
51I I- �.e. ' •t '.i • —I
-III=1
SEE A/S3 OR J/S6--- -' 11 I I ICI i
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4- (1 STORY)
1'-8" (2 STC iRY)
GARAGE DOOR SLAB RECESS
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" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
PLATE WASHER TYPICAL
MIN. 2500 PSI CONCRETE SLAB W/
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
E
5/8"OR 1/2" HIGH STRENGTH -�
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS
1/2" CDX PLYWOOD OR 7/16" O.S.B,
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @
EDGES, AND @ 12" O.C. @ FIELD
5/8"° x 10" "J" BOLT @ 24" 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.) 211
�3 1/2" MIN. I
z a II
II1 1f1=- II
I-
1 I Ir
1/2"(min-)4"
CIO
3 1/2"(min.
(2) #5 CONT."1-4'
U.N.O. MIN.
TYPICAL BEARING WALL () STEP (cD SHEARWALL
"SHEAR WALL" SCALE: 3/4"=V-0"— �_
4"
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
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
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
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
IF NOTED, THIS REFERS TO THE —SIMPSON SP1 w/ (10)10d NAILS
STEP, SIZE OF FOUNDATION AND
REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
INCLUDE THE WALL 6 x 6 W1.4 x W1.4
ATTACHMENTS 2" WWF OR FIBERMESH
�3 1/2" MIN.
• , a I � ���'31/2"(min.)-411
00
3 11 (min.)�
(2) #5 CONT. 4" �'-4 811
U.N.O. MIN.
TYPICAL BEARING WALL @ STEPrcC
SCALE:3/4"=1'-0" %S3
SIMPSON SP2 w/
(12) 10d NAILS
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.)
"SIMILAR AT FOUNDATION ONLY"
APPLICATION I NOTE:
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10)
3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS
SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD K.O. BLOCK 2x P.T. PLATE
2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR
WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM
W END OF 2 x PLATE
PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0 D
Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 4Gksi a a
D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] g �II II II� IIIIII m
cn D 25"MIN. LAP [30"MIN. LAP] 1J1 LLL D
I_I 11= I I W
6 MIL VAPOR BARRIER Lf D ° I L— °D CD
#5 REINFORCING BAR R 1 7/8
'. I I II D: I I—III—III=1 I I —III_ r #5 LAP SPLICE
f=1 I I —I 11=1TI=1
iI —J1:
—� MIN. LAP] MIN. LAP 136DCOMP. SOIL. (COMPACTED TOXAIX
95% MODIFIED PROCTOR ASTM �1Il
10"
4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK
#6 LAP SPLICE
TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rF
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
P.T. 2x
0� .r
CONCRETE NAILS W 1 1/2
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#)
00
�-
- It
M 6 MIL VAPOR
BARRIER
SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3
FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
AT 24" O.C. MAX. FOR TRUSS
SEE PLAN FOR CONNECTION INFO
& LAYOUT DESIGN
TOP OF BEAM
SEE ROOF PLAN
(2) HTS20 FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
1/2" GYP. BD.
HOLD GYP. BD.
1/2" FROM SLAB
—CONT. BEAD SEAL4
INTERIOR
CONCRETE
<<A
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
zo
ATTACHED PER NAILING
Cn w
0
SCHEDULE
c
j
w
SEE PLAN FOR STRUCTURAL
w
COLUMN SIZE AND BASE
o
LU
CONNECTION INFO,
2X STUDS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM, PLATE
SEE DETAIL 16/D1 FOR
w/ 1/4"x3" TAPCONS AT 8"
COLUMN TO PORCH SILL
o:
O.C.
GARAGE
ATTACHMENTS & 18/D1
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
W/ DRYWALL SCREWS @ 8"O.C.
ATTACHMENTS
INSULATION PER CHART
SQUARE CMU BLOCK BASE,
ON FLOOR PLAN
SIZE VARIES PER PLAN
CONT. BEAD SEALANT
w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
6 x 6 W1.4 x W1.4 %
SIZE AND REINFORCEMENT)
d
WWF OR FIBERMESH K,
• °
BRICK PAVERS or SLAB PER
e'
0'-0" FIN. FLR.�
COMMUNITY SPECS
i—
—T=1 — — — — — —
4" 4"
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"= V-0"
K
S3
,,,,,,, /, /
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.11)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA, EXPANSION BOLT @24 "
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6x6W1.4xW1.4 r -71:
WWF OR FIBERMESH
p
CD
I�
1 TTT—I I [—T-
(2) #5 CONT
-I 11-rJ I ICJ I I, I =�1 I I
ON 3" CHAIRS 8" 1'-4" 8"
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT G
SCALE: 3/4"=V-0" S3
1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
S.G.D. (U.N.O.) WWF OR FIBERMESH
a a —
e 00
— —
a TI, ,III IT_I N
N � I U
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I • a 8
[J=.LJI—I
SEE A/S3/J/S6 g
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS Cad S.G.D.
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 '
M
00 _GRAD
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_ •,,TIITTIT- BEYOND
PAD REINFORCEMENT 3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL N
SCALE: N.T.S. S3
MAR 2 .
Virtual Review Assist, Inc.
Plans Review completed and approve
for compliance with the 2020 FOC 7th Ed ' n
by Debra Anne Klahr PX2300
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STRUCTURAL
DETAILS - MONO
_ i e. "n 1 _ I - - _1—. _i - I I
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
2x6 / 2x8 WALL PLAN
BEYOND SEE PLAN
FOR HEADER (2) 2x HEADER TO SIT
CONNECTION i FLUSH TO THE OUTSIDE
SEE PLAN FOR SIZE
`-2x DEAD WOOD @ MID
POINT w/(3) 12d
TONEAILS SPACED
V EVENLY
HEADER FLUSH TO OUTSIDE OPTION
DOUBLE 2x TOP
PLATE
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAILrT�
SCALE: N.T.S. S4
12
�Typ) SEE ELEV.
SIMPSON SP2 w/ (12)1Od
NAILS AT EACH STUD
+++ +
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE II
PLATE W/ (2)16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10) 1Od
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX 1—//r
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK Wl 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/t/a
STD. 90^ HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERAL NOTES
SLOPE FORWARD
FOR DRAINAGE
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
(3) 10d TOENAILS T&B
AS REQ'D
—2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1Od NAIL
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 21/4"
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
q
SCALE: N.T.S.
S4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
g
KNOCK OUT NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) 4
i5 FOR CONCRETE PLACEMENT J
•-
- -. • •
_
.. �. •
milli
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III■■
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IIII�
■■III
lia■■
MIIII
IIII�
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Milli
IIII�
NOTES:
1O
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
BLOCKING (TYP.)
PROPERLY.
OOF TRUSS
O3
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
UPLIFT CONNECTOR (SEE SCHEDULE)
®
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
MOISTURE BARRIER
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
SCALE: N.T.S.
LSEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
FMOUNTING BASE SHOWN
IN POSITION
i 2x6 MOUNTING BASE
sEEMENEENEMENNNS 1 111N�
G
S4
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
�8x8x16 C.M.U. GARAGE DO
GARAGE DOOR ROLLER
CONNECTION ASSEMBL'
.,: GARAGE FLOOR -
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S. d
�CONjCRETE
e..ABASE FOR BOTTOM OF MOUNTING B
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
INTERIOR
WALL
CL
EXTERIOR
WALL
7 5/8" 8" 7 5/8" 8" 7 5/8" 8"
SOLID AREAS ARE
STEELAND GROUT
FULL 8 8 16 BLOCK
12
z!T
SEE ELEV.
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
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 BARRIE
x x SIMPSON SP2 w/ (12)10d
NAILS AT EACH STUD \�
—DOOR OPENING DOOR OPENING 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
1 ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1Odx1 1/2"
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD L MAIN SPAN
MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS
UPLIFT CONNECTOR
SCALE: N4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
T.S..T.S. AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 900 HOOK IN K.O. BLOCK
VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
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. SCALE: N.T.S.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
d' WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
a' e d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
•d
a DOOR STOP PSPN516Z w/ (12) 16d NAILS
d a •d d MOLDING TOP 2 ROWS 10d @ 3" O.C. (14
2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF
DOOR GARAGE I ' g8°°SPLICE STAGGERED
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK K
SCALE: N.T.S. S4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'. 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9' -16'
(3)
(4)
(2)
1 (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
SFF �NOO
2-ROWS 12d NAILS STAGGERED
N�L
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl0" OR
2x CRIPPLES @
GREATER HEADER
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 w/ (6)
(2) 2x HEADER SEE PLAN
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
• INTERIOR HEADER:
S4
2x6 WALL, USE SP8
(1) 2x SILL PLATE W/ (2)
FOR 2x8 WALL)
12d TOENAILS
1Od NAILS @ 8"
BOX HEADER • EXTERIOR HEADERS:
ONLY
0/C TYP.
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
DOUBLE 2x
• OPENING LARGER THAN 4 FT:
CRIPPLE STUD
(2) 2x SILL PLATE w/ SIMPSON
TYPICAL (U.N.O.)
LS30 wl (6)1Old x 1 1/2" EACH
SIDE
2x STUDS TYP.
00 SIMPSON HTT4 TYP.
Op DiQ U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
INTERIOR WALL HEADER DETAIL Q
SCALE: N.T.S. S4
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
RECESS
LINTEL
d .
Od @ 8" O/C
ATTACH ALL J
EXTERIOR STUDS
W/ (4 16d TOENAILS
TO TbP 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 LEIS
P.T.
ATE
d
SIMPSON C
SIMPSON SP4 SP2
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/S1 FOR
ADDITIONAL DETAILS
RECESS
/ LINTEL
SIMPSON SIMPSON
SP4 SP2
NAILED INTO
TRANSOM
. FRAMING
SIMPSON
SP1 SIMPSON
j SIMPSON SP4
/ SP4
e d
TRUSS BOTTOM CHORD OR 2x4
'BLOCKING W/ 2-16d TOE NAILS
@ EACH END
w
0
�• ? a
2x TOP PLATE
V2-16d
NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL j
SCALE: N.T.S. S4
SIMPSON SP4
�2X TOP PLATE
OVERLAPPING
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
3 (4565# SPF)
3 (5645# SPF)
i (6970# SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
i&NUT
'OXIED A.T.R.
i&NUT
OXIED A.T.R.
2&NUT
ROOF TRUSS ABOVE
2X BLOCKING
`NAILED
INTO 10d NAILS @ 6" (2)16d TOE NAILS
TRANSOM STAGGERED EA. BLOCKING
FRAMING
2X8 WALL ABOVE
SIMPSON ENTRY
SP1 K.O. BLOCK W/(1)
-BOLTS @ 24" O.C. #5 CONT. &
SIMPSON SIMPSON M,qX FILLED
SP4 SP4
5/8"X10" J-BOLTS
2X P.T. PLATE @ 2'-0" O.C.
MASONRY WALL
a' d 2X8 P.T. BOTTOM PrE C
5/8"xl0" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
SIMPSON C
SP4
10d NAILS @ 4" A 1Od NAILS @ 6" O.C.
STAGGERED STAGGERED
TRANSOM FRAMING
o o BEYOND.
PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES o E SHEATHING
& 8" O/C FIELD
S4
B
• SIMPSON SP4 w/ (6) 1Od x 1 12"
(USE SP6 FOR 2x6 WALL, USE PLYWOOD
o
SP8 FOR 2x8 WALL) SHEATHING
• SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C.
• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW
MAX. (MIN. (2) PER BOTTOM
2X8 P.T. BOTTOM
PLATE
D
5/8"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR�
SCALE: N.T.S.
MAR 2 5 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
SIMPSON HGAM11
W/
(4)1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (4
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 4 BAYS)
IF >9" SEE 10/S6
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45° ± SEE STRUCTURAL
NOTES AND NAILING
2x4 CRO BRACE SCHEDULE FOR
SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO
MAX. 9"
UNSUPPORTED,
IF >91' SEE 10/S6
APPROX. 8 FROM
RIDGE FASTENED AT
@ 8'-0" 0/C.
EXTEND AT LEAST 90% OF
DOUBLE TOP PLATE
EACH JOINT W/ (3) 10d
"L" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
2x4 CROSS BRACE APPROX. 8"
& TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
FROM RIDGE FASTENED AT
. EN
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
H2.5A w/ (10) 8d
EACH JOINT w/ (3) 10d & (2) 10d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3)1 Od &
FROMLSIMPSON
FROM LEDGER TO
TOE NAILS @ EA. END
SILL
1/2" CDX PLYWOOD OR
(2)1Od TOE NAILS @ EA.
BLOCKING
2x FRAME WALL (SEE WALL
•
'
7/16" OSB SHEATHING
END
�
SECTION FOR SIZE & SPACING)
ATTACHED W/ 10d
GYPSUM WALL BOARD
GABLE TRUSS
1/2" CDX PLYWOOD OR 7/16"
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
'
OSB SHEATHING ATTACHED
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
MW
1OdX3" @ 3" O/C
THROUGH CHORD
CORD ATTACHED W/ (2) 16d TOENAILS
2x4 LEDGER (MATCH BOTTOM CHORD
w/ 1 Od NAILS @ 6" O.C.
AND 12" O.C. FIELD
EDGES AND 12" O.C. FIELD
(2) 16d NAILS
INTO 2" 6" P.T. PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
2x4 "T" ON TOP OF PANEL BLOCKING,
WEEP SCREED
2"x6" P.T. SILL
NOTCH "L" BRACE HERE
2x4 PANEL BLOCKING @ 48" O.C. FOR
THE FIRST (4) ROWS OF TRUSSES
2x BLOCKING
"T"
FASTEN WITH 1 Odx3" @ 4" O/C SPACED
@ 48" O.C.
INSTALLED PER MANUF.
1/2" x 8" "J" BOLT 48" O.C.
°�
WEEP SCREED
2x4 ON TOP OF PANEL
FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
MOISTURE BARRIER
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0"
INSTALLED PER MANUF.
ATTACHED w/ (2) 16d TOENAILS
1Odx3" @ 4" O/C
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
MOISTURE BARRIER
2x4 LEDGER (MATCH BOTTOM CHORD
NOTE: IF EMBEDDED
1Odx1 1/2" NAILS AT EA.
& (4) 1/411x21/4" TITEN @ 4'-0" O/C ALIGNED WITH
SLOPE OF ADJACENT TRUSS)
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24,,
1
GABLE WEB SECTION
2
SECTION 3
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
S5 EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
55
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 MAX. 9„
REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED,
ON SHEET S5 FOR N M M IF >9" SEE 10/S6
X-BRACING, AND TOP r SEE STRUCTURAL
CHORD BLOCKING N NOTES AND NAILING
INFORMATION fO SCHEDULE FOR
1 1 SHEATHING DETAIL BACKNAIL w/
WOOD TRUSSES CD 1/ 2"x4" CROSS BRACE (2) 16d NAILS
2 4 RAT RUN BRACING APPROX. 8" FROM
AT 24" O.C. ON TOP OF
RIDGE FASTENED AT
"L" BRACE TO EXTEND
EACH JOINT w/ (3)
;
AT LEAST 90% OF WEB
BOTT. CHORD FOR 4
TRUSS SPANS
10d & (2) 10d TOE
NAILS @ EA. END
LENGTH (SEE TABLE)
GABLE TRUSS
ATTACHED W/ 2 -16d
AT EA. TRUSS JOINT
��
(2) 2 x 4 LAMINATIONS W/ (1) ROW
(3) 2 x 4 LAMINATIONS W/ (1) ROW
II „
(3) 2 x 6 LAMINATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS
STAGGERED 30d COMMON WIRE NAILS
@ 48" 0/C FOR THE
(2) 16d NAILS
W/ 10d NAILS @ 6" O.C.
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
•
E
ES AND 12" O.C. FIELD
0/C w/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL
END TYP. TOP &
BOTTOM ATTACHED
JACK TRUSS
SEE PLAN FOR
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
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :.
EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEAR! G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9
SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8
ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
�- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL ri
SCALE: N.T.S. SrJ
VVI"i. ULlll \II"V
GABLE END BRACING DETAIL
TOENAIL
(2) 16d NA
12"
SH SCHEDULE
,TTACHMENT
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
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 6" OVERLAP
MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL M
SCALE: N.T.S. S5
"L" BRACE W/ 1 Od @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
a
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING
DETAIL
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S6
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
"L" BRACE TO EXTEND
EACH JOINT w/ (3)
;
AT LEAST 90% OF WEB
10d & (2) 10d TOE
LENGTH (SEE TABLE)
NAILS @ EA. END
GABLE TRUSS
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
@ 48" 0/C FOR THE
(2) 16d
7/16" OSB SHEATHING
FIRST (4) ROWS OF
NAILS —�
ATTACHED w/ 10d NAILS
TRUSSES FROM EA.
@ 6 O.C. EDGES AND 12
END TYP. TOP &
O.C. FIELD
BOTTOM ATTACHED
W/ (2) 16d TOENAILS
2x4 "T" ON TOP OF PANEL
It
BLOCKING, FASTEN WITH
1Odx3" @ 4" O/C
SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO
TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
DBL. TOP PLATE
SIMPSON SP2 w/ (12) 1Od
NAILS AT EACH STUD
STUD WALL (SEE TYP. SEC.)
SECTION
4
SCALE: N.T.S.
SrJ
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM1OKTA w/ (4)
1/4"x1 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 1Od
TOE NAILS AT EACH END @
24" O/C (TYP)
•
z
w
\-BRACING w/ (3) 1 Od x 3" AT
EACH CONN. @ 24" O/C
—MOISTURE BARRIER
BOND BEAM
-MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. NON -LOAD
BEARING LOCATIO (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-0" - 6'-011
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 1063" NAILS @ 4" 0/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
TO PLATES (TYP.)
/-GABLE TRUSS
�-STUDS @ 16" O.C.
GABLE END BRACING DETAIL SCALE:3/4"=1'-O"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
1Od 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. S5
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 s
SCALE: N.T.S. S5
DIAPHRAGM
BLOCKING @
48" 0/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'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
m�
mm
e�
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NI1111111
ee
a
NOTE: ZTOP CHORD 2x4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
BZOTTOM CHORD GABLE END BRACING
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN("T
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 1 Od AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MAR 2 5
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S,
FOR WIND SPEED SPECIFICATION
Inc.
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STRUCTURAL
'=
DETAILS
1/4" MAX -0"
j2'
� SOLID BLKG. AT TOP BTWN.
u 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.
1 x4
1 x4 P.T.
OJ X 3 LONG
FURRING
3-1/4" LONG X 3/16"OJ
FURRING
TAPCONS
TAPCONS
TAPCON. INTO
1
STAGGERED @ 16"
1x8 P.T.
BLOCK@ SPACING „
1
DETAIL
O.C. 2-ROWS INTO
PER MANUFACTURE
MASONRYTHROUGH
1-1 /211 DETAIL
1x4 P.T. & 1x8 P.T.
3/16" x 3 -1/2"
TAPCON @ 16"
1x4 P.T.
DOOR JAMB (REFER-\
TO PRODUCT
APPROVAL FOR CONN.
O.C. & 4" FROM
DOOR JAMB (REFER
EACH END W/ MIN
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
TAPCON @ 16" O.C. &
4" FROM EACH END w/
L 2x8 P.T.
2x P.T. AS or:r
MIN. 2" EDGE DIST.
2x DETAIL
21/4" DETAIL
DOOR JAMB (REFER
1x4
1/2" DRYWALL
TO PRODUCT
APPROVAL FOR CONN.
1 X 4
FURRING
(2) ROWS 3/16" x 3-1/2"
TAPCON @ 16" O.C. & 4"
LL,2X8
FROM EACH END w/ MIN.
1X8
2" EDGE DIST. ATTACH
1x8 w/ (2) ROWS 8d NALS
3" DETAIL
STAGGERED @ 12" O.C.
DOOR JAMB (REFER
TO PRODUCT
APPROVAL FOR CONN.
1x4
1/2" DRYWALL
2x8 P.T. w/ (2) ROWS 3/16"
x 3-1/2" TAPCON @ 16"
1x4
O.C. & 4" FROM EACH
FURRING
END w! MIN. 2" EDGE DIST.
ATTACH SECOND PLY w/'
(2) ROWS 10dx3"
2x8
STAGGERED @ 12" O.C.
1_1 /d" I11=T011
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 45^ DIAGONAL (4)10d NAILS INTO
BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHO\_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 3 1/4" 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 B
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON TI
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
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 REBj
(TYP,)
STD. 90'
HOOK (1
t5^
NOTCH WEB AT
FIRST 2 COURSI
"" '— �AFACI I T = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS
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"x21/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i
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
i
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE 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.
== *-
„
6 MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
"`
SPLICE
NOTE:
REMAIN FREE OF MORTAR.
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY L
SCALE: 3/4" = V-0" SS
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
(1) #5 BARS CONT. WHERE THIS CONDITION
TOP WITH MIN. 3" OCCURS
COVER 6-0"
F. F.
D D p
e
'-
D
-III-III=
D ° •III -I 11=1'
GRADE
N R
M z \
CV � • D
p (2) #5 REBAR. MIN. 3"
16" MIN. 70, COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-0"
FILLED CELL PER
FOUNDATION PLAN
A
YP.)
THE
:S
I IAIAt-1PCDTADI C IAICTAI I TinKI
FILLED CELL INSTALLATION H
SCALE: N.T.S. SS
SEE ARCH FLAN AND
"'' •- FRE-FNt3 ?R�. �+5 11F:tild_'aN
•. ' SEE NGTF 131-1- JW
.._.. - 2x SUB FASCIA
ALUM DRIP EDGE
BRG WALL TYPE —T—+ -' ( ,� ALUM FASCIA
PE R PLAN I i + 1-314" TRIM PAINTED
F ,HANNI=I, �- SS NAIL wi 5116" HEAD
FASTENED PER I LIIA (a 74" p r
NOTE 2BEL0'vVJ 1-- ?'I . I IL
CONT VENTED OR SOLID SOFFIT
CO- `K4• NAILED TO dx BLOCKING NAILED TO TOP
BI XKING w, 2-12d NAILS I,"I C.HDRCI EVERY 0THER TRUSS
w+'.1-12d NAIL`S. -YP. (")
1 ta.C.t D•JILDE-R TO VERIFYlPROVIDE SOFFIT h1ATERIAL SPAN CAPACITIES RASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS ANry CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SIN
2 FORIS-OFF-1 - ATJA,CHb1FN i AT WAI I (PFR At PHA ALUM INC FL# 1h,44 R5 FL
PRODUCTC�'r APPRAL) F CHANNEL FASTENED T:_-):
C.
_ MU err," T NAIL ,097° DIA_ "- 24" 0 C.:_ w�' w"6' NUN EMBEDMENT
iW_SCOD w' (3) 15 GA. 314'xl14" CROP MN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA w° 15 GA. 34`xl)4" CROWN STAPLE ;c4 EACH GROC VE
5�01 STRUCTURAL SOFFIT
SCALE 3/4R ='° 0' (`" FOR ALUId41NUPY1 SOFFITS WITH SPANS
REV 09.23 2021 1'-4" INSTALL N10 SPAN BLOCKING PER
THE S JFF0_ FL PA INSTALLATION CRITERIA
'REFER TO THE PRODUCT APPROVAL FOR 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.
x0 (2) 10d NAILS @ 8" O.C.
�FRygN TO TRUSS TOP CHORD
+ + �FNGTH PLYWOOD SHEATHING
+ + BLOCKING AS
+ REQUIRED
TRUSS + TO SUPPORT
SOFFIT
+ +
2X4 SYP s .5a+
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 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MIE
MSTAM STRAP
RCAI F• 3/4
CCC QW=T n) AAlfl
z
0
LL
0
LLI
LL
H
U
W
2"x BOT. PLATE W/ (2)10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED —
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
/—ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE WI 8d @ 4"
O.C., 2 ROWS STAGGERED
,---2x BAND JOIST W/ FACE NAIL 1Od
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
- SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1/41 1/2" SDS SCREWS
INTO BAND JOIST & (4) 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
FOR OVERHANGS BETWEEN OVER 1 1/2" y
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS. .�
:e•
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'-0" 5'-0"
° , ° ., .D . #5 BAR
p1.011 ° .• ° CENTERED W/
D .. ° 'b s d IN TOP o
KNOCKOUT / c4
° CHAIR BLOCK
MONO FOOTING D
SIZE AND REINF. PER PLAN -1 °. D °.
AND SECTION DETAILS -I
CLEAN FILL
DIRT Z
° STANDARD c
#5 BAR IN ° 90' HOOK c�
FILLED CELL, ,
,s
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING REINF. AND STEMWALL
SECTIONN DDETAETAILS
SCALE: 3/4" = V-0"
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
CONTACT 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 t 211)
#5x6' EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6' EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
I i EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
in SAW CUT
A SECTION
1 SCALE: N.T.S.
SCALE: N.T.S.
MAR 2 5 2023
Virtual Review Assist. Inc.
Plans Reiew and apred
for comp! ance with ltheeted 2020 FBC 7th Edit
by Debra Anne Klahr PX2300 Edition
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STRUCTURAL
DETAILS - RETRO
FIT
I um --- -- --Cy. -, I. .I - -J-- I
1, R II - _ _
I
- I- - I L]_
ENGINEERING
SPECIFICATIONS
PRODUCT DESCRIPTION
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
MATERIALS
• F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH
• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI
• F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60
• GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510
• MORTAR PER ASTM C270 TYPE M OR S
GENERAL NOTES
1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
2. SHORE FILLED LINTELS AS REQUIRED.
3. INSTALLATION OF LINTEL MUST COMPLY WITH
ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS.
4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG
NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL
REINFORCING AND GROUTING.
5. ALL LINTELS MEET OR EXCEED U360 VERTICAL
DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A
NOMINAL HEIGHT OF 8" MEET OR EXCEED U180.
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 LINTEI . 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 CALCULATINC THE MAXIMUM
RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF
SUPPORT.
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN
LIEU OF CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI
318 AND ACI 530
10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS.
03-0605.05 AND 03-0605.04
11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR
CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO
APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED
COATING.
12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR
UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR
THE COMBINED LOADING WITH THE FOLLOWING EQUATION:
APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0
SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE
LOAD FROM NEXT LOWER HEIGHT.
9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM
NEXT LONGEST LENGTH.
10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN.
12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT
REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE:
7'-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
41111=4 w
CAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8U8
8F8-0B
SF12-0B
8F16-0B
8F20 OB
8F24 OB
SF28-0B
8F32-OB
8F8.1B
8F12.1B
81`16-18
8F20-1B
BF24-1B
8F28.1B
8F32.1B
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
8672
10294
11809
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
1663
3090
5365
7547 36
7342 19
8733 19
10127 19
5'-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168 45)
6036 19
7181 19
8328 20
6'-6" (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
10394 37
8825 14
7'-6" (90") PRECAST
[-to
1011
1011
1729
2632
2205
2698
3191
3685
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
live
582
582
945
1366
1846
2423
3127
4006
945
1366
1846
2423
3127
4006
12'-0" (144") PRECAST
337
540
873
1254
1684
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13'-4" (160") PRECAST
296
471
755
1075
1428
1838
2316
2883
471
755
1075
1428
1838
2316
2883
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002
1326
1697
2127
2630
14'-8" (176") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
164" (184") PRESTRESSED
N.M.
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
NR
300
548
950
1326
1609
1849
2047
19'-4" (232") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
235
1 420
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
NR
129
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
4MM-44"M
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU6
8RF6-08
8RF10.OB
8RF14-OB
8RF18.03
BRF22-0B
8RF26-08
BRF30-OB
8RF6.16
8RF10-IB
8RF14-IB
8RF18.13
BRF22.IB
8RF26-IB
BRF30.1B
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
6639
8060
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
r9'-8- (116') PRECAST
411
411
466
999
1568
2253
3129
4091
3146
526
1 999
1568
1 2253
3129
4150
5891 47
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
Cnmr-4R4"
SAFELOAD
PLF
TYPE
LENGTH
8U8
8F8
REINF.
CMU'
2'-10" (34") PRECAST
1293
1642
2135
T-6" (42") PRECAST
1025
1024
1830
4'-0" (48") PRECAST
765
763
1365
4'-6" (54") PRECAST
592
591
1057
5'-4" (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
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
Ce��/►Rrn
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
4~11`4m"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8F8.1T
SF12.1T
BF161T
8F201T
8F241T
8F281T
BF321T
8F8-2T
8F12.2T
81`16-2T
81`20-2T
8F24.2T
BF28.2T
8F32-2T
2'-10" (34") PRECAST
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
9608
3'-6" (42") PRECAST
1569
2524
3547
4569
5591
6613
7636 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
1 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
127 23
1021
1634 12
210 11
2571 10
3039 10
3508 9
727
1166
1634
2102
2571
3039
3508
9'-4" (112") PRECAST
591
680
113 15
147115
181 15
2152 16
2494 15
591
851
1326
1705
2084
2463
2842
10'-6" (126") PRECAST
530
552
91415
118 15
1458 15
1732051
2007 15
530
686
1183
1526
1865
2204
2544
11'-4" (136") PRECAST
474
485
79815
1034 15
1272 15
1510 15
1749 15
494
599
1028
1422
1738
2053
2369
12'-0" (144") PRECAST
470 9
441
723 14
936 14
1151 15
1366 15
1582 15
470
543
928
1349
1649
1948
2247
13'-4" (160") PRECAST
41615
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
1218 14
410
420
709
1050
1434 8
1694 8
1954 7
14'-8" (176") PRESTRESSED
239
323
519 13
671 13
823 13
976 14
1129 14
246
390
655
968
1324 B
162 11
187 11
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
1 993 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
60D 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
4^W-4094"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6.1T
8RF10-1T
8RF14-IT
8RF18-IT
8RF22-1T
8RF26-1T
8RF30-IT
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
1748
2635
3522
4409
5296
6183
4'-6" (54") PRECAST
867
1675
2525
3374
4224
5074
5924
867
1675
2525
3374
1 4224
5074
1 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 B
1952 7
2442 6
2931 6
3257
506
967
1462
1952
2442
2931
3421
V-8" (116") PRECAST
395
491
93112
1301 15
164015
198015
2322 16
395
1 589
1135
1514
1893
2272
2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR ` SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION AT ALL LOCATIONS
UNLESS NOTED OTHERWISE AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
° 4 ° 4 ° <
> D > D > D
0 e o Q oG
O C
C C C C O C
8F16-1 B/0T 8F16-1 B/1T 8RF14n-1 B/0T 8F8-1 B
�/
,Q C 4
> D
>- D
O e
° 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
qPOWERS
5 REBAR AT TOP
MIN. (1) REQ'D
-1/2" CLEAR
C.M.U.
V) U)= V) m O Nw U w (n#5 REBAR AT
ow -mowBOTTOM MIN. (1)
paWZREQ'D
_jwZ_•W<W16GAUGE
"c j � j STEEL
� z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO 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.
H
Q
00
7
Z
=
Ow
Z =
io
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 Ot PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH L L QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
0
I
CF
m I
W
W
W
10'-8"
ELEV B
LINTEL PLAN PER ELEVATION B
1 /4„ = 1 '-0"
I-)
:F )
MAR 2 5 2023
VVrtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
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December 14, 2022
J
STRUCTURAL DETAIL
ELEV. B
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
UNFILLED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
GRAVITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(1)#5L(1)#5U
(0)#5L(1)#5U
(1)#5L(2)#5U
DETAIL'A'
DETAIL'B'
DETAIL'C'
(1)#5L(1)#5U
DETAIL'D'
DETAIL'B' &'C'
2'-10"
V-6"
PRECAST
2 D4.5 WIRE
2 No. 3
6740
9462
9462
10000
10000
3'-6'
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
2912
5318
5318
5114
5114
4'-0"
7-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
2038
3722
3722
3598
3598
414"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
1566
2859
2859
2772
2772
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No.3
1453
2654
2654
2574
2574
54'
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
1127
2013
2013
2000
2000
5'-10"
414"
PRECAST
(2) D4.5 WIRE
2 No.3
964
1636
1636
1712
1712
6-6"
5'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
796
1454
1454
1435
1435
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
639
1167
1167
1152
1152
7-8"
64'
PRECAST
(2) D4.5 WIRE
2 No. 4
619
1130
1130
1115
1115
8'-0"
6'-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
581
1062
1062
1048
1048
8'-4"
7-9'
PRECAST
(2) D4.5 WIRE
2 No. 4
548
1001
1001
979
988
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
467
853
853
759
843
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
398
727
727
582
718
11'4'
10'-0"
PRECAST
(2) No.3
2 No. 5
355
649
649
489
649
12'-0"
101-8"
PRECAST
12) No. 3
2 No. 5
329
602
602
430
602
12'-6"
1 V-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
141-0"
12'-8"
PRECAST
(2) No.3
2 No. 5
270
449
449
286
451
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
N.R.
522
522
360
499
No.
15-4"
14'-0"
PRESTRESSED
(2) No.3
(2)7/l6strand +
N.R.
473
473
328
455
2 No.4
17'-4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
N.R.
357
357
254
352
2 No.
19'-4"
18'-0"
PRESTRESSED
(2) No.3
(2) 7/16 strand +2
N.R.
277
277
202
281
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 +2
219
219
165
229
No.
N.R.
22'-0"
20' 8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
203
203
155
215
No. 5
N.R.
(2) 7/16 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/ r QUANTITY OF 05 BAR; J
S-SOLID LINTEL I I LOWERLINTELCAVITY
[8xl6-P-1 L/1IU1
NOMINAL WIDTH `QUANTITY OF ♦5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 16" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(0)#5L(1)#5U
(1)#5L(1)#5U
(1)#SL (1)#5U
(1)#5L(2)#5U
DETAIL'H'
DETAIL'J'
DETAIL'H' &'J'
DETAIL W
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"
7-8"
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
10001,
9053
10000
5'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
4843
6687
1 6635
7320
5'-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No. 3
3940M2831
5402
5641
6'-6"
5'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
4350
4225
4314
74'
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
3206
3063
3183
7'-8"
6'-4"
PRECAST
(2) D4.5 WIRE
2 No. 4
3071
2916
3049
&-o"
6'-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
2831
2651
2811
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
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"
101-8"
PRECAST
(2) No•"I
2 No.5
1439
1439
1075
1439
12'4"
11'-2"
PRECAST
(2) No.3
2 No.5
1354
1354
981
1354
13'-4"
17-0"
PRECAST
(2) No.3
2 No.5
1232
1232
1 849
1232
144-0"
1214"
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.4
15'-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1291
1291
775
1270
2 No.4
174'
16-0"
PRESTRESSED
(2) No.3
(2) 7/16strand +
993
993
600
1084
2 No.
174"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1035
1035
478
936
2 No.5
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
961
961
446
872
2 No.5
21'-4"
20'-0"
PRESTRESSED
2 No. 3
()
(2) 7/16 strand +
834
834
390
763
2 No.
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
720
720
366
716
2 No.
(2) 7/16 strand +
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
642
642
306
599
r i a-i
:a•i. •:,s.i
DETAIL "H" DETAIL "J"
DETAIL "K"
TYPE DESIGNATION
P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT
S - SOLD LINTEL -i I LOWER LINTEL CAVITY
[8x16-P-1L/1IU1
NOMINAL WIDTH) `QUANTITY OF#5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl2" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
UNTEL 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 (0) LL
SOLID
#5 (2) U (1) L
DETAIL 'DE'
DETAIL'DF'
DETAIL'DE' &'DF'
DETAIL'DG'
3'-8"
74"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3764
6455
5637
5637
4'-0"
2'-8"
2' 4'
PRECAST
(2) D4.5 WIRE
(2) No.3
2970
4965
4401
4401
4-7
7-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
2654
4449
3965
3965
4'-4"
3'-0"
2'-8"
P RECAST
W
(2) D 4. 5 WIRE
2
() No. 3
2400
4030
3607
3607
4'-8"
34"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1966
3390
3053
3053
5-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1193
2290
2085
2085
6'-8"
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1764
1763
1578
1578
T-8"
6'-4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1409
1409
1188
1267
9'-8"
8'4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
low
1000
686
903
l;W, l;
DETAIL "DE" DETAIL "DF" DETAIL "DG"
TYPE DESIGNATION
P - PLAIN LINTEL/ r C JANTITY OF #5 BAR AT
S-SOUDLINTEL � I LOWERLINTELCAVITY
[8x1I6-P-1L/1IU]
NOMINAL WIDTH J `QUANTIrY OF #5 BAR AT
NOMINAL HEIGHT 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
CAPAC:TY
CAPACITY
(0)#5L (1)#5U(1)#5L(2)#5U
(0)#5L(1)#5U
(1)#5L(1)#5U
(1)#5L(1)#5U
DETAIL'E'
DETAIL'F'
DEfAIL'E' &'F'
DETAIL'G'
2'-10"
1'-6"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3'-C
2'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
9383
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
6766
8225
9200
9445
4'4"
314"
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
54"
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
6'-6"
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
7-8"
6'-4"
PRECAST
(2) D4.5 WIRE
2 No.4
1921
1921
2035
2035
8'-0"
6'-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
1792
1792
1862
1897
8'4"
7-9f
PRECAST
(2) D4.5 WIRE
2 No. 4
1679
1679
1699
1776
9'-4"
8'41
PRECAST
(2) D4.5 WIRE
2 No.4
1411
1411
1319
1489
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
1186
1 1186
1014
1251
11'-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
1074
1074
854
1121
12'-0"
101-8"
PRECAST
(2) No.3
2 No. 5
992
992
751
1035
12'-6"
1141
PRECAST
(2) No.3
2 No. 5
937
937
685
978
13'-4"
12'-0"
PRECAST
(2) No.3
2 No. 5
859
859
591
896
14'-0"
12'-8"
PRECAST
(2) No.3
2 No. 5
804
804
529
838
14'-8"
134"
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.
174"
16-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
836
836
426
763
No 4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
655
655
340
645
2 No.5
20'-0"
181-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
607
607
317
601
2 No.5
21' 4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
524
524
277
526
No. 5
22'-0"
20' 8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
488
488
260
493
No. 5
(2) 7/16 strand +
i
i
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) No.5i
399
399
217
412
I I
DETAIL "E" DETAIL "F" DETAIL "G"
TYPE DESIGNATION
P-PLAIN LINTEU r QUANTITY OF #5 BAR AJMRAT
S-SOLID LINTEL -1 I LOWERLINTELCAVTTY
[8xl I6-P-1 L/I U]
NOMINAL WIDTH J `QUANTITY OF #5NOMINAL HEIGHT UPPER LINTEL CA
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
(I)#5L(1)#5U
(0)#5L(1)#SU
(1)#5L(2)#5U
DETAIL'L'
DETAIL'M'
(1)#5L(1)#5U
DETAIL'N'
DETAIL'L' &'M'
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"
7-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
9313
10000
10000
10000
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No. 3
8548
10000
10000
10000
5'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
6261
10000
8605
10000
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
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
4693
4693
3976
4661
64'
PRECAST
(2) D4.5 WIRE
2 No. 4
4456
4456
3785
4427
6'-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
4047
4047
3443
4021
Z
7'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
3706
3706
3144
3683
8'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
2954
2954
2445
2937
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
2384
2384
1884
2371
11'-4"
110,0"
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"
1 V-2"
PRECAST
(2) No. 3
2 No. 5
1775
1775
1279
1775
134'
12'-0"
PRECAST
(2) No.3
2 No. 5
1605
1605
1107
1605
14'-0"
12'-8"
1 PRECAST
(2) No.3
2 No. 5
1490
1490
992
1490
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1948
1948
1093
1591
2 No.4
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1774
1774
996
1494
2 No.4
17-4"
16'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1368
1368
771
1264
2 No.4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1084
1084
615
1095
2 No.
20'-0"
18'-6"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1008
1008
573
1048
2 No.5
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
877
877
501
966
2 No.S
22'-0
20' 8"
PRESTRESSED
2 No. 3
()
(2) 7/16 strand +
850
850
471
923
2 No. 5
(2) 7/16 strand +
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) No. 5
740
740
393
772
..iv
:.fir
•.iv
• � � t:
• � � '•:
b : �
••
DETAIL "L"
DETAIL "M"
DETAIL "N"
TYPE DESIGNATIJCAV111
P - PLAIN LINTEU rQUANTITY OF #5
S - SOLID LINTEL 1 LOWER LINTEL C
[I8x1I6-P-1 L/1IU]
NOMINALWIDTHJ J `QUANTITOF
NOMINAL HEIGHT UPPER UNTIL
GENERAL NOTES:
1.) CODES
1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS
3000 PSI GROUT
(PLACED IN FIELD)
R402.2 & R606.
2"
1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 &
2107.
'
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
z M
(ACI318-08).
M
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
Lo -
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
MIN.
2.) CONCRETE:
TOP LEG BARS:
(SEE SCHEDULE)
2"
7713
(1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
2" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
2.1 CONCRETE COMPRESSIVE STRENGTH Al 28 DAYS: NOTES:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 1. MINIMUM COVERAGE OF STEEL- 1.5"
2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2. MIN. BEARING REQUIRED AT EA. END - 4"
2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" 3. STANDARD FOR REINF. STEEL - ASTM A615
AGGREGATE,T011"SLUMP
2.2 REINFORCINGINGBARS: TYPICAL RECESS LINTEL SECTION
B
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF -
FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
2.6 D4.5 WIRE PER ASTM A496.
3.) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530-08.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
3.3 MORTAR SHALL BE TYPE S.
4.) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4"
PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION
R606.14 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.
PRECAST
CONCRETE
3000 PSI GROUT
TOP LEG BARS:
(PLACED IN FIELD)
(SEE SCHEDULE)
2" 2"
(1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4'-0" cc
00
(TIED OR WELDED)
an
n
Lo
BOTTOM BARS
iv
SEE SCHEDULE
7 5/8"
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL- ASTM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC.
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(1)#5L(1)#5U
(0)#5L())#SU
(1)#5L(2)#5U
IP'
0)#4L(1)#5U
DETAIL'O'
DETAIL
DETAIL'O' &'P'
DETAIL'Q'
2'-10"
1'-6"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3'-6"
7-2"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-0"
2'-B"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-6"
3-2"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-8"
314"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
7681
10000
10000
10000
5'-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No.3
6251
10000
8615
10000
6'-6"
5'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
8629
10000
6741
10000
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
6266
6603
4891
6909
714"
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"
7-9'
PRECAST
(2) D4.5 WIRE
2 No.4
4961
4979
3869
5178
914"
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
3021
2320
3118
1 V-4"
1 10'-0"
PRECAST
(2) No. 3
2 No. 5
2699
2699
1959
2699
12'-0"
1V-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"
12'4"
PRECAST
12) No. 3
2 No. 5
1878
1 1878
1225
1878
14'-8"
13'-4"
PRESTRESSED
12) No.3
(2) 7/l6strand +
2413
2413
1338
1974
2 No.4
154"
14'-0"
PRESTRESSED
(2) No•3
(2) 7/l6strand +
2199
2199
1219
1846
2 No.
17'-4"
16-9'
PRESTRESSED
(2) No.3
(2) 7/l6strand +
1698
1698
944
1546
2 No.4
19'-4"
18'-0"
PRESTRESSED
(2) No.3
(2) 7/l6strand +2
1348
1348
753
1330
No.S
20'-0"
18'-8"
PRESTRESSED
(2) No.3
(2) 7/l6strand +
1254
1254
702
1271
2 No.5
21'-4"
20'-0"
PRESTRESSED
(2) No.3
(2) 7/16strand +
1092
1092
614
1167
2 No.5
27-9'
20'-8"
PRESTRESSED
(2) No.3
(2) 7/16strand+
1023
1023
576
1121
2 No.5
(2) 7/l6strand +
24'-0"
22'-8"
PRESTRESSED
(2) No.3
(2) No. 5
898
898
481
947
TYPE DESIGNATION
♦♦','�tY'� %r'
•'9ip't
! P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL r LOWER LINTEL CAVITY
8x16-P-1 L 1 U
•• '' NOMINAL WIDTH L QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
J
DETAIL "O" DETAIL
"P" DETAIL "Q"
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC.
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl6" 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
SOUD
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)U(0)L
# 1 1 L
SOLID
#5(2)U(1)L
DETAIL'DH'
DETAIL -DJ'
DETAIL'DH' &'DJ
DETAIL'DK'
3'-S"
2'-4"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5713
10000
10000
1DODO
4'-0"
2'-8"
2'4'
PRECAST
(2) D4.5 WIRE
(2) No.3
4511
10000
9686
1DODO
4'-2"
7-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4032
10000
8687
9503
4'-4"
3'-0"
7-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
3647
9133
7835
8173
4'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2990
7025
6382
6382
51-8"
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
74'
64'
6-a'
PRECAST
(2) D4.5 WIRE
(2) No.4
2292
2292
1918
2121
91-8"
8'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
1563
1563
1113
1455
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL LOWER LINTEL CAVITY
[8xl I6-P-11L/1U]
NOMINAL WIDTH J L QUANTITY OF#S BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x20" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5 (1) U (0) L
SOLID
*5 (1) U (1) L
SOLID
##5 (1) U (0) L
SOLID
#5 (2) U (1) L
DETAIL'DL'
DETAIL'DM'
DETAIL'DL' &'DM'
DETAIL'DN'
3-8"
74"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
7665
10000
10000
10000
4'-0"
7-8"
74"
PRECAST
(2) D4.5 WIRE
(2) No.3
6054
10000
8442
10000
4'-7'
7-10"
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'$'
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
2448
7050
3434
6540
6'-8"
5'4'
5_0"
PRECAST
(2) D4.5 WIRE
(2) No.4
4569
4569
2302
4235
7'-8"
6'-4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
3338
3338
1640
3122
9'-8"
8'4'
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2158
1 2158
936
2036
DETAIL "DL" DETAIL "DM" DETAIL "DN"
TYPE DESIGNATION
[8x16-P-IL/IU1
E -r� L: , B,R -
D
UNIT '1450' - 1ST FLOOR PLAN ELEV B
1 /811 = 11-011
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8" RECESS DCOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE / BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)U(0)L
# 1) U III L
SOLID
#5(2)U(1)L
DETAIL'DA'
DETAIL'DB'
DETAIL'DC'
DETAIL'DB' &'DC'
DETAIL'DD'
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1919
2143
2143
1753
1753
4'-0"
2'-8"
74"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1597
1801
1801
1483
1483
4'-2"
2'-10"
74'
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"
(2) D4.5 WIRE
(2) No.3
864
995
995
831
831
6'-8"
54'
PRECAST
(2) D4.5 WIRE
(2) No. 4
662
816
816
650
654
-8"64'
MW-0"PRECAST
PRECAST
(2) D4.5 WIRE
(2) No. 4
542
669
669
462
59'-8"
8'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 4
396
489
489
261
3
DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD"
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x24" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) U (0) L
SOLID
#5 (2) U (1) L
DETAIL'DO'
DETAIL'DP'
DETAIL'DO' &'DP'
DEfAIL'DQ'
3'-8"
2'-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'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
3077
10000
4325
10000
6'-8"
5'-4"
5'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3765
7387
2901
6831
T-8"
6'-4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
2693
4979
2069
4671
9'-8"
&-4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
1552
2996
1183
2844
TYPE DESIGNATION
- s, "c.2 4T
��rTL T
[8x16-P-IL/IU1
-_J J L1,IIT T, : �1
UPFE. -LuT
TYPE DESIGNATION
P - PLAIN LINTEU r QUANTITY OF #5 BAR AT
S-SOLID LINTEL -1 I LOWERLINTEL CAVITY
[8x1 I
6L/1Uj
NOMINALWIDTH LQUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
37 MAR
93 1�/AR 5 2023
Virtual Review Assist, Inc.
Plans Review completed and approved
compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
SAFE WORKING LATERAL LOADS (PLF)
" X 8" LINTEL,
Total
Length
Type
8"x8"
PLAIN
8"x8"
SOLID
2'-10"
Precast
2082
9235
3'-6"
Precast
1325
4624
4'-0"
Precast
1041
3358
4'-6"
Precast
858
2635
4-8"
Precast
810
2459
5-4"
Precast
663
1940
5-10"
Precast
583
1624
6-6"
Precast
486
1396
7-6"
Precast
403
1134
7'-8"
Precast
392
1100
8'-0"
Precast
363
1037
8'-4"
Precast
318
981
9'-4"
Precast
222
772
10'-6"
Precast
156
600
11'-4"
Precast
132
651
12'-0"
Precast
Ill
593
12'4'
Precast
98
544
13'-4"
Precast
82
475
14'-0"
Precast
71
429
14-8"
Prestressed
N.R.
417
15'4'
Prestressed
N.R.
369
17'-4"
Prestressed
N.R.
257
19'-4"
Prestressed
N.R.
184
20'-0"
Prestressed
N,R.
167
21'-4"
Prestressed
N.R.
138
22'-0"
Prestressed
N.R.
127
24'-0"
Prestressed
N.R.
100
N.R. = NOT Recommenced
N
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STRUCTURAL DETAILS
ELEV. B
Al )I Ill I I I I - . -11' ' I _111 .ear, _-y I1. a - -- 1 I 1 IF II I I. I I . I I I --
HURR/CANE
Mounting Brackets { 1() Gaud2e
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Sc-e AnOrhor Schedule
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1 '2' C)ia- A325 Gala
fTyli.)
Wwhort /
Self -Locking Nuts
back Cross 5upport
Right Bracket (16 Gat!'ge)
#► at r a14' PIfTk1116TX)
Sr;rews
�w
,i°C ltflit Bd/tirtr a E4iyt
Hurricire Strao
(7y(I 4.t 3infrint)
Front Crt�ss Support
Mdy be Cut to Wl
Leff Bracket f •i6 Wugel t -t Sr11 crflffTO Strtw+r 1Tru tar icy t 5 8
Ba kOois St;»ft Into A/C Lnnt Bottom Side
(fi 3i aL 3 ceth side for hurritst use)
Fir-.46ss.Us'cal, .t -F-.s -ors-:, l r.sxL,11�a-r=� l atr )i;ufa�ax, Xur Hr
I= RAI-re . Sod tslY4nes� avaJialrlc rupees equities
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W ONCENN
Atr.rrwl'kn 2020
amen vent R wud. Ina_
Cie-O : 9bu9va Carpo ntms
Sub"rigaaf" AodXze neadmced as a Result of
New TeTn4baY
ewryii inw U.&ro* F-L aim Report Bari .
Rolla Reput-c!ANION"; aaUM "u"da
professional 819111er
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1
6rnanVanl IA00ei e1S40510
SenadV.d Model 4H546 511
,
Srrercvam Mode] W1540520
4
Smen'vbm MoM a1540d71
5
Smartirer4 Mode #1540324
6
Sn*AW l MOAN P1540 570
S„art t" Mode, a,540S,4
Florida Depenmerd of Business It Protessional Regulation
Building Codes afro Standards
Product Approval Applicaltwl De'tarit
tAl1:6d Cnt/mY:41fr�Mt Yalu[
Mcrae) G.\.. N.rmee F Nor -RE L.N. ea,y P E
(077)441-M PE-737i6 r334)3MIM0
IINp6amad"NLP1m
$%6cL.Q
War Function Fletd.nd Venaadm Vent
Oast Fr.acam Flo d and Wr4radon Vets
h1Intil Flood Vert
,n ull.ted Prom vast
1A&gid; Gage Door Road Went
Wood wVsit ]afMded Flood Van]
I4 5Aq]a Gave, Door Flow Vend
Gave I a 1
1b Gir-.2
lei 29a Date P10,1102 4E9
12i16,2020 IW62020 12r4ro20 Acunvd
oat V Assurarto4
Cad's= Eak.11rat or.
130w=
Acktovad fat Use
1n HNiroutside,
Yw
Approved for Use
dm
Y..
k1Il i
R.Sm W
NIA
Dealer
Fr saunt
>!00F1,k
2l31r., 3
Y.
Yee
NIA
.IFY11N
1331iM2,'=
Yw
Yes
141A
•t 00F,W
1Y131r2023
tIw
re.
NIA
♦100&100
1,)p312022
Yw
vex
NIA
WA
121'tr2ff^
YeS
ter_
NPA
.1Lbx tm
12r31P'Ot'_^.
-lw
Yes-
WA
'NA
Florida Department of 8uainess & Profwalornl Regulation Par, at I
Building Codes and Standards ln4rm2,
Product Approval Appacatim (letaM
raft EUMLQE 20 eta 0&9 amam mid
Iva vu%bC statdt6im Got" Eaebs¢ I"= Viid,ledere Y MAMMi tWAA=Up9t 16orerllui Ran
ReNsicri 2020 DrI Meals lac, Japan W,
Zachary R. Pntd Locke 8ovdas P E. esn62020 o4a912020 06202020 1 On 3t2020 APaoed
Ca4eay: Roa-ig .5021 303.1511 PE74021 (3341 300.19do
auOCa ngwy: Maid Rodeng p,humslaQa.m,d.rlam
Comomwe MRbo t Etsuabar Repot tram a
FlOnd i Rag,fMd Are bit tr i Llc.a sW Planar
Rer-Conw E.0
f Lr13aFe•ae hodacb
iltaefct !fin
¢igr fro4it4 Yodti. tivara,- a tame 9D11d01i
Dorval Matti Rothe 9]dtems OMC 10DWS, DMC 150a8, DIAC tr S, OW 2005, 1213"?'125 re, No W. A .0/-tao
CMG 5V
Florida Department of Business; & Professional Regulation
Pe,H 2 04
Building Codes and Standards
e72
Product Approval Application Detail
fumom
yic"Fon
"alavillocty
Opened �Fngineer&C1cenyaadOled eY
valolm SY two 4XO
F&CAoarowel
Ap tuned
status
Rants- 202D
Thama-Tru Corporatton
Sucre Jasperson Lyndon F Schm1]a, P E Ryan J King,
F E
04 15(2 21 imli`2020
r}t/2]s:+J21
r3N 2D21
Appr-ed
CaRagory: EAirrdl Door
(80".a) 843-7828 PE-43400 (611) 767-65w
6uCCategar, , SwMill Eats ill Door Assemblies
s}aspersor 9.errtmhiu r:n
Compaaaee Megwd: Evaluation Ra,wnk from a
m
Floda Registered Anridect or a Licemaer! Fordo
Prol's."al EnrJirerr
FLa2We04trs
Preallm
ONaliy
AssutariC&
Approved for Use Approved
for UM
Igpact
PAWM
Saae
_NutbarQNatee
(gt Contract
ESMtanam Dee
GdOudlde
HVHZ
PwadPaeLTdlFber•Cltseic
1
and Sma:Yh-Surr
Nonrtnad S&M,8 6quoU rrpactagwL Opaque
12,31=2
NO
Yes
Yes
t o
Cempo.ete Edge Fi herglass Sryle Door
(InsWmg cawing; X mafigurabdl)
2
b. Themta-Tru nbef-Oassic and Smooth -Star
No"tral 6&M'8 &quatlnpacffiquot Opaque
12'?tt et22
Na
Yes
Yes
IVA
Composts Edge Fi b:rrgifbs Srgle Dow with
3delee(s) (ImattrrprOuffiWng. XO OX-OXO
oonN-trans)
3
C.. Therms-Tru Flbar•Csm, and Smooth -Stab
Norra]a€S&M.8 Aquattaisacllkluot. 10paqu.
1201YLiY12
1'4Q
Yes
Y4:
WA.
Composite FXge Fiberglass Double Do., Fart. w
othw]t Satellites. OrswmKgiONtsw irg. XX x 0CK0
cWti;utIons)
4
d. ThenraTru FrMr-Clsa.ic and Smooth -Star
Nominal 8&F "i npact" Opaque
Y_
Y.s
FAA
Comlpoate Edge Fi balsi gs Stale Doer
I l n"na Oulsrmrig, X aonbguration)
O
6 Theiroa.Tm Flber.CMsmx, and Srrdam•Star
Nominal 66M.0 &guotIrpacl8quot Opaque
1213113522
NO
YeS
ties
NrA
Compakint, Edge Flherglaw Silgle Door with
Sided I.(.) lli-= 3i� n'3. XO OX - OXO
rxrMguraions)
6
1 Tharrna-Tru Pba-CLaWr and Smooth -Star
Nominal 8111 iq otiirtfact&q,.t Opaque
12131'27.2
hb
Yes
Yas
NIA
Compoa#e Edge Fiberglass Doufi le Dow rrA In.,
ut"aA Sdeates ilnseamwou*Mno; XX or OXXO
MI%Ulatlails)
7
g Therm-Tru Flier-Classc and Smooth -Star
Nom+1a16BAIWA Squat! rr wtilquoL Glazed
1Z31.20:2
r1e
fens
Yes
NIA
Compos tar Edge Fiberglass Single Door
(InswrgrO]Acwng Xmrnfigunbon)
8
IF Themat-Tru Foer.Cassic and 5moath-5Car
41Intl 68,039.8 &qudtlnlpact&qunt (Glazed
12111.2022
M1d
Yras
Y' as
WA
CamPoaae Edge Fiberglass Single Door wnh
adiellle(si 0"Wrgroutseong, XC' Oxor OXO
configurations)
9
Y Therma-Tru Fiber-riasvc and Smc,,)th-Star
Nometal bw3Q8 &qua]npact&qu tt Glazed
12131
40
Yen
Yes
WA
Composite Edge Fiberglass Double Dow wth at
wwthout Sdetibs IleweengrO utaYang, XX a OXXO
ce)nrguralonsj
10
I. Therrete-Tru Fwar-Caaslc and Snlsswh r
nomma18&039,D 4gruo] rrpactbgwt Glazed
12131T
No
Yea
Yea
PiI.A
Composts Edge Fl barglasa Srlgle Door
p nprrnglO:Aaw.ng; X weaguraeon)
11
k. Therma.TN Fiber.Ctassic and Smooln-Star
No"n91881r1B;o 8quotl nWatagWt Glazed
12J31r2=
No
Yes
r05
NVA
Composite Edge Fiberglass Sogle Door •Mph
SidetteW gnalYngiOurceeafg; XO OX a 13XO
oordguntr or+3)
12
1 Therms-Tyu Fber-Ci2"X and SmeothSbr
Namdal 8811133ciliC ddp]atl mpact&q mot Gazed
IX3112922
No
Yes.
Yes
WA
ComAorMr Edge Fberglass Doubts Door atlh a,
nedlout Sdeite. (h13tY111grOuto nng, XiC a OXXO
cwlfgurahvno)
13
m. Therrro,'rw Fiber -Classic and Smooth -Star
Nominal MA36,8 &quail n'patt&*rot, Stated Molded
1247111202?
NO
Yes
Yes
NtA
Open Composite Edge Fibergleas Sm1e Ooru
Onsw,ng/Oulinsi g. XaoMlgurairon)
14
a Therma-Thu Froer-Classic and Snnotn-Star
Nom-ral ititi%ta agroq npacidgtgt 3aili€d Nbided
1201Igtr ;
No
Yen;
Y x
NIA
Open Composite Edge Fiberglass Single Door ,Ath
Glazed Abdad Open 5ldeab(s) (Inaw4tX}IDwsWng,
)(O, OX or OXO oonfrguralions)
15
0. Thermo-Tru Fiber -Casco and Smooth -Stir
Nominal 590368 4quatl rrpadtSquot Glazed 1Molded
12.,312'022
No
Yes
'fps
NIA
Open Composite Edge Fiberglass Double Door wth
a without Gazed Molded Open SideMes
(Insysrsg]OIMwTg, XXoT OXXO cbrdiguraldi
16
p Them--Tn] Fill-Uss-c and Smooth -Star
IJominal 68A%,,8 &q crtl npsr•.IAqut Opaque
12ri112tr.^
W
Yn.
Yes
N]A
Composite Ego Fi bergdaaa Single Door with Moiled
Open 34e1b(s) a naWngloutAwing, XO, OX or OXO
rbnfgua.6ans)
17
q ThertrorTru Foer•Ciaawc and Smowt,;iar
Nominal 8&#W.8 &quoklnpaotsgwt. Opaque
12Y1t2022
No
Voss
`'es
NIA
Composite Edge Fi baglaas Double Crow w I In or
.0110.1 Gi" Mokl.d Open Sldelttes
(I m"rgiOu4teag, XX or OXXO cvrlTlguratr;<vs)
Florida DOPOMY 0 of Business & Professional Regulation Paw 1 OF
Building Codes and Standards W122,
Product Approval Appikedon Detail
._ EraiOt.ar fit. 2Its Data ftgdm l&
TJp� lei 1 YnlsMaka �t,Aig G�Mes a UUAst ValeMad a4&gffmLog FDC Apnrovel Fac2rQY4.e 391
Rewawn W29 PGTIMrxriea Jh Rorov-aN Mierri0dle 9000-CEO it_11 Dad, 8CCO-VAl 1L'19/2020 IOrM0,1 11424`2024 A[uwM
C-eeorfi Ededw Daft. (941) 48"100 r3Fi.- 315-2590
eubcehgory: 11,141.9 E.W. Do- Awenba.s irnowe4,g)pgtm+Wapls4 c
CNryllsice Raprptla Caraada5on Merle - usarrg ort'
F LOM- 433 Pfo4kWpa
QUatIV A� Aotevsd to lea Awrtlrsdfaruw im� DOSW.
S W a plurtaurot parkaresber, %ate In KVHZ owrm HNHz BtldSa t )'nliYtrs
9 900.5670 (lags Mneae Imintl) Ynyt ®lane Goes Door 04H4dg21 Yn res yes NIA
August 10, 2022
PRODUCT APPROVAL SPECIFICATION SHEET(2022)
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please prolvide the information and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying for a
Ica tegoryis ubcatego ry
Manufacturer
Product Description
Approval Number(s)
Test Pressures Exp. Date
1. EXTERIOR DOORS
ITherrn
IFL20461.1
IA. SWINGING
aTru
Fiber -Classic and Smooth -Star (NON -IMPACT)
+67.0/-67.0 psf
12/31/2022
ThermaTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67,0,'-67.0 psf
12/31/2022
ThermaTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.01-80.0 psf
12/31/2022
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.01-40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/14/2026
Pella Corporation
FL2646
C. SECTIONAL
Wayne -Dalton
Series 800018100/8200 #1105 (8X7)
FL18248.3
+31.0/-35,0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100I8200 #1123 (16X7)
FL8248.10
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 3000/8100/8200 #1124 (16X7)
FL8248.11
+34.41-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747rand 847 Single & Pairs of Doors
FL11537.1
NIA (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
N/A
7/30/2025
Pella Corporation
Series 10120
FL11206
+35.0/-35.0 psf
6/17/2027
Pella Corporation
Pella 10 Series
FL16603
+60.01-60.0 psf
6/2212023
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.01-55.0 psf
2/1 ,12024
Pella Corporation
Series 10120
FL11161
+30.0/-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
N/A
5/2512031
C. FIXED
MI Windows and Doors
Series 185
FL15349.1
+60.01-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
NIA
4/30/2025
Pella Corporation
Series 10,120
FL6694
+50.01-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
"A
5/25I2031
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
N/A
12/31/2024
PGT
Series 5500
FL261.1
N/A
5/2612026
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
N/A
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Sofa
FL15272.1 - FL15272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.21-54.2 psf
7/30/2023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab. Dimensional
FL10124.1
N/A
12/16/2022
B. UNDERLAYMENTS
Tamko (for Shingle Roof)
151b Felt Underlayment
FL12328
N/A
6/2912023
Plyglass USA, Inc. (for Tile Roof)
POLYS11CK TU MAX
FL5259
N/A
12/23/2023
C. ROOFING FASTENERS
NOT USED
�D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NIA
9/912026
Florida Metal Products, Inc
Vent RV 10
FL21580.3
NIA
12/31/2024
Lom anc o, Inc
DA-4 Ex ahust Vent
F L17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING TiLES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 100NS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+0/-180
12/31/2025
5. S ICU TIERS
A. STORM PANELS
Glcbal Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
I4/A
12/31/2022
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
N/A
12/31/2022
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn,
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999A
N/A
12/31/2024
MiTek. Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVLt PSL. LSL
FL6527.1 - FL6527.5
NIA
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
N/A
9/11/2023
Commercial Concrete Products, Inc
High Strength Concrete Lintels
FL1774
N/A
5/25/2024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE
Florida Department of BusirTessB Professional Regulation
Pagel d3
Building Codes and Standards
lr254022
Product Approval Application Detall
99AII
Eatmca[
➢ate
Delta pernoillid
t�
I121; Version Man]daclum
S �Zaaineer i Llcenx
Validated Br
YalitlaEetl Subtitled
FBC Approval
v
Rc bran 2020
Therein Tru Carporarm
Cetc*,rt Jaspai sor, Lyndaa F- Schmdr P E
Ryan J King. P I-
07/2312020 07n212020
Tf29M20
1d130too
Approved
CaPagortr Esteliu Doors
ISM 843-7628 PE-43409
1813) 767
Sut,Catagory: wAreuna ElrLerlor Door Asae,reblev
slaapersovdiarrroft m
Compliatloa Mallatil Euak obm Report from a
m
Florida Rege"erdo Arrfltecf a A LIMPO d Florets
ProreasY nal Engineer
Riaty Asepance
Apo Ug R Ure AGAMA
rl Mr UM
t
21WO
& a a
?odd 3dt Mode. Nam pat or Name
2rode6t DOMMOlwe
Conlrat4 EYWtabae on" m HVHZ
outage HYM
RMlatane
pressure
1
a 7herrim-Tru Fiber•Cassic and Smoodl-6tam
Nmnata186tM8 Squat lmpect&quat Opaque
1213IM22
Yea
Yee
Yes
WA
Canno'srta Edge Fibe,gl.ts Single Door
(rill- rO A-9; X wnfigur.titn)
2
b Thatrna Tnt Fiber-Cla.ssir. and Sm oM-Star
Nommal8&MiI Equot,impactlLei Opaque
IW1002s^
Year
Yes
Yea
WA
compost" Edge Fiberglass Single Door sith
tae Sideus) 0i'rncwYnglOwaemg- XO. OX or OXO
conhgurauons)
3
c. The nxii-Tru Filter-Clasi and Sirroodr81ta,
Nominal 6&A398 Squat; mpact4rquol Opaque,
i 2/31 r=
Yes
Yea
Yes
Fg0.
Composite Edge Fibefglass Double Door wth or
V41,60 somwl i1trowniliou wing; XX or OXXO
cordiguraii
4
of Theirma•Tru F,ber•Casaie and Smooth -Sur
Nomanal 811031).08gl4ot mparaYiquot; Opaque
12J31=22
Yes
Yea
Yee
WA
Composite Edge Fiberk'D glass aeigoor
"nawrl�0udrtlne; X conreuration)
5
e. Thenna.Tru Fib-Chs,k and Smooth -Star
N-int)8afPl6, O Squot;ImpectSquat Opa4tre
1201 r2m
Yes
Yea
Yet,
WA
Cwnpaste EVe, F,barglaaa Smgts Door wth
sciellte(s) 8rtewt )utewinp X0, OX or OXO
configunadona
6
IF Trmma.Tw Flter.Olasak and SrnOwh•Star
Nonimdl 8&NWO 8quck mpactbglot. Opliqua
*. 2f312022
Yes
Yes
Yes
WA
C.ompo+stte Edge Fiberglass Douole Door Walt or
Ydhart Sdelilas (IreamnglOuFFwArV XX or 000
configurations)
7
g.TS>ama.Tru Flher.Clfa4L' and 6nlooth-Star
Glazed
$21312022
Yea
Yef
Yea
WA
CornpWte Edge Froerguce, Single Door
gnswirgt0ulswi g; X oonfigurat in)
8
h, Therrrna-Tru Fiber-C4usic end 54roothS5lr
Nommal66a398 &gwmI mpepS" Glued
12131t202Y
'Yes
Yde
Yew
WA
Composite Edge Fibetsion $al* Door eath
SidollWs) OmmmogoLftWag. XO, OX or OXO
conflgut atcla)
9
1 Therma-Tru giber -Classic and Slrmth-5Wr
Nomerat SUM Squotmpar%q�q Glazed
121314=
Yet
Yes
Yes
WA
Comp09ne Edge Fiberglass Doi No Door Fats or
nviout Sdatae OrwmrtgtO"A4ng, XX or OXXO
aortngttratlort)
10
j Thernma-Tru Fibef•Clmoc and 9nax4pr5tar
Nominal Milli ✓1quaI;Irnpact5ttat Glazed
imt=
Yet
Ymra
Yes
WA
Compowta Edge Fberglasa Single Door
(InswrSiOurXcort'guraewt)
11
ItTharmm-Tru Fltar.Claacie and Smortm.Star
Nominal 88a390 aquttimpad8quot Glazed
IV31lIII22
Yes
Yes
Vas
WA
Campoarte Edge Fiberglass, Single Door van
SYdelteds) (hsswmgaOutsv-g, XO, OX or 090
Foonhgure►ons)
12
I. Thermo-Tru Fiber-Cbsec and Smooth -Stu
Nominal 86M..0 dquaClnupsct6quot Glued
12EIIQ '2
Yes
Yes
Yes
WA
Composts Edge Frt»rglas. Double Doer vwid, w
wallow SidNitw (Mlsewtrgrombwrrg; XX or =0
confir ►ins)
13
m. Theme-Tru Fiber -Classic and Smootln-Star
NomIm1689S968qu[KlmpaotLgwor Opaque
12r31r2D22
Yes
Yes
Yes
WA
Cam,Pderle Edge Fleetgip Single DOW Aach
4quotNon-lantara&qual; Sidalltei
(i n"ng/Orui6wxg; XO, OX or O)(O wrlhg'Jrabpns)
14
hTherrrs-Tru Fbcf-Closed: sM Slr=tPvSbr
Nominal 6ae39,,8 SgVdtlrnpada quot Opaque
In1r2D22
Yes
Yea
Yes
WA
Composte Edge Fiberglass Double Door Vah
8qucithbrt-Irmad". Sidslites(I rmwitglQpsw]rg,
OKXO confgurreebn)
15
aTttrernet-TwFittw•Claswand Snoalt,6W
NominalSa 08quotlmpaceQuor,dpeque,
1MI12022
Y-
Yea
yea,
WA
Campanile Edge froerglam Single Dow Won
8quatt4onlmpacl&qual, Sidelda(si
(ImeentWOursM,rq; XO OX or OXO awllgtiraboret)
16
IFTtnaema-Tru Fiber -Classic and blroothStar
Nominal 880390&piJotlmpelt4.gdiot Opaque
12J31 J2022
Yes
Yes
Yes
WA
Compoent Edge Flberglata Double Door wall
aqudt;Non-Invacdaqud, sdellta (InaNltrgrOnaswng;
OXJ(O conflaundion)
17
gTherma-T ru Fitrer.Cassc and Smooth -Stier
Nommel W-40.8&qua•Non lmpadt&qud Opaque
12f3/2022
Yea
Yea
No
WA
Composter Edge FiotrooY Single Dow
Oros relOtaswvng;XcoMlgurason)
18
T Therm-Tru FIow-Claasic and Smaoth•SM
Nomirta18S1i39.88que.CNon•tmpsct8quat Opaque
inir2022
Yn
Yes
No
WA
0ampa4rle Edge Fintglie ni Single Dow wish
5,,Wtsls) O,ls-ngfOubwng, XO, OX air OXO
configurations)
19
s Thermo-Tru Flaw -Classic and Smaoel-Star
Nomina16is'iB-B Aquor•Non-Impactaquot Opaque
12f3112D22
Yes
Yes
No
WA
Composts Edge FbarglNs Double Dow vM or
wuibwut SK$M tits (InsvangrOutaWng; XX at OXXO
mnf,gwalWns)
2D
I. Thevma-Tru Fuser I24asaic arld SYYocthStar
Nominal 8"WO &qwct,tlOn-IMDW&quOt Opaque
1MV21M
Yes
Yee
No
INA
Comptroller Edge Fdieryless SYngk Door
(Inw4,g/Outswrng, X rnnfigurrnom
29
u. Themea-Tru RoarClassic end Smooth -Star
Nominal 8&M-0 &guw.Non-Imp.ad" Opaque
202'r 1201
Yea
Yes
No
WA
Composite Edge Fiberglass Single Dow wNh
Sidelte(s9 f1rMwingroutsYArvg, XO', OX or OXO
22
v. Thermo-Tru Fiber-Gasaic xd Smooth-Sbr
Nominal 8&4:9,0 8quottJa.Irryad&quad; tliaque
12731r'022
Ye-
lens
No
NIA
Composite Edge Fiberglau Details Door With w
w thwt Sdeetae (lnawill9/Oufaroilg; XK a OXXO
canf+gurationtO
23
w Tlsamta-1'nu Finer•Clwsic and maoth-Star
Ncuninm SUMS &quttN'Q,. Inpaotdigi Glazed
12r'31l2022
Yes
Yss
No
WA
Composite Edge Fiberglass Sagla Door
pr:awigfOu[evwlg. Xow,figurabm)
24
X Thermo-Tru Fita r�Claaar. and Smooth -Star
Nominal 6&M8 4.quotNori-Inpad6quot Glazed
12r31rR722
Yea
Yes
No
WA
Composts Edge Aborgess S" Door with
Sldose(s)(Insw rditiOutsWng-, XO OXorOXO
corkipiuridi
25
y.Therma Tru Fiber.Gassie and Smoolt'star
Nominal 841,08.8"Non impsc"ot Gilead
IMIJ0r22
Yes
Yes
No
WA
Conpcwrte Edge Rbarglasa Double Door Wen or
without SideNtes (tree4rgrOultixirsq: XX a OXXO
vard grreions)
26
z. Thermo-Tru Fiber-Crawic and Srroo6w-,Strc
Nominal as*39:0"Non Ir1padmoluat Glued
12f31rA22
Yes
Yes
No
WA
Cr mposda Edo Rhargiass Sri Dear
OrairsanGfOulsvag. )dwr5gurancn)
27
ze Th wma Tru Fsxr-Claearc and Smooth -Star
Normal 8&M.08quotNon Mparo"ot Glazed
12131r.=
Yes
Yea
No
R/A
Composite Edge Frbergiaea single Door with
Sfdelaa(.) (Instonvoudewrng: XO. Fox OXO
ounrigunwhorml
26
zb.'rherma-Trul Hoer Clssa,c grid Smooh-Star
Nwoort 88 A "Nrn lrrpac"calt Glared
1"112022
Yes
Yes
Fib
NIA
Composite Edge F+twnalasa Double Doot win or
wsiaad Salelit e, 4-wng/OutaMne; XX or OXXO
carfgaations)
Florida Dopeitriterrt of Business & Protessionall Regulator
FAMI
Bulling Codes and Standards
rrr a+
Product Approval Application Delak
William
for co ml
gray a
smi 2KI
Date r.r+d
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noun=
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loirAr 20 10FOW020
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(r, s;i 3553W PE-52514 1. 117) 3r 7-0454
"Cat"pir. Si hip ErWw Door Anwytlka
asang.'arn-d-
Carplana M.mod ExaLiaern pepm a- a
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f 41=1240 peodrida
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SERIES 420A1UMINUM SW
SERIES 420ALUMINUM SOD 090 1W1=4
No
YM
NO N/A
14f>3ro9amel.,,EOiquot NCN-REINFORCED
2
SERIES 420 µUIFF SGQ
SERIES 420AWMINUM BCD 0A XO, MX 12131=24
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SERIES 420µUMINUM SGO REINFORCED
SERIE6420ALUMINIJM SGD REINFORCED DXO 12131.7024
fro
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N. WA
14_V"ged.x96&4ua
4
SERIESS 420µUMINUM SGO REIN FORCED
SERYE8420 ALUMINUM 93D REINFORCED OX 12r312024
Nit
Yes
No FYA
Xi],59equaX96&quN'
5
SERIES 420µUMIfJUM SW REINPORCFD
SERIES 42p ALUMIMUM 9dpD REINFORCED XXX IZOIQC24
No
ve,
tin WA
/43&auot:,943-a.
Florida Department! of Buslnesa it Prefesebna l Regulation Page f art
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Product Approval Application Detail
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Product Approval Application D*MN
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Florida Department of Business & Pr+afessdorrai Regulation
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it"
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Model. Number or Name
Data
Product Deseripow Contract Expiration 0
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Outside HVNZ
Resistant
Pres
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Swsw �g, sAssdt rnpAe)
.sure
vnyi swe None wlnarrK otl39:aC2S
Yin Yaa I- WA I
r
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14 ,
Y_
dr
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1
18S PW
721—dii ed �ws Aut3r3023
No
Nli
� �
1
a. Thermo-Tru Fiber-Ctsrak and Srcnoth-;sea
Nominal 6&M.8 &qwt: N06-I mpact&puoC Opaque 1 J31W2_1
Composite E090 Fi lase Single Door
No
Yes,
No
NA
O �
` V
erg
(IntutirlgtOutevdnge.�Xcartfiiuredian)
�1 Q
v)
ThurmaTru
E
2
b Rbar-Clause; and Snxeer,-Sim
Nominal6&.ATy�,,O&quxkNon-Impact" Opaque 12rW2011
No
Yes
IQ
WA
�♦ (3.)2
Composite Ed" Fury lase Single Door v,a
StlHie(9j XO. OX OXO
C) L
{lnewngl0irhewmi. or
t
/P'�(
C V
O
3
c Therm-Tru s Fos-Ghrvle and Srrgolh.Etir
aorfs.nifl one)
Nomlri0i tD&t3S;&&quat Non-broad&quo. Opaque 12MI2022
No
Yes
Pop
NIA
}-a
FRisegleaa Composite Edge Douala Door wlai a
without SieMites (I XX or O)=
cornfkguntions%
4 or Therrri Fiber-Clauto and Smooth-Sud Nominal 7&4* 0 dquot Nond rrpacibquot Opaque 12n I/I'm No Yes No WA
Composite Edge Fiberglass single Dow
(InmarlgfOutiall X cormguraton)
5
e Themta-Tnu F3hef-CiaslC and Snnpah-Stair
Npminel T8t99,0 alglre'Non-Innpadulquot Opaque 12f31f2022
No
Y"
RD
NIA
Composts Edge Fiberylow single Door wdh
sidalte(s) QnsYArgpOuo.wnp, X0. OX a OXO
o
I Thloolut ,u Roar-Ctasstc and Swam -Sin
eortgurstons)
Niome4l UXM;o&gwtNJos-tmparraqucr opaque 12r31/2D22
Nit,
Yin
Nr
NrA
Florida Department of Business & Professional Reguaton
to
*lorida Department of Business & Profersslona! Regulation
P,g. , a,
Floridalaeparaneri of Business & Professional Regulation
P.g. / d,
Composite Edge Rberglas, Single Door
Building Codas and Standards
1F:':%. •� I
Baking Codes and Standards
INIpi1
Bui king Codes and Standards
ba=l
Dns.ArglOutawng; X condgham on}
7
g. Thames-Tru Fiber-Csseic end Snaoth-a"bu
Nwrnral 8&IM.0 avvacHarrmpotc{8,quac Opavuo 17731f2022
Campoab Edge Fiberglass Sing. Door wth
lib
Yes
Nu
WA
�oducr Approval A NcaUon Detail
ppr pP
Product A royal A I<atlon Detail
PP PPI
Product Approval Neeljwn DetaN
P(x
S.deMe(r4 OM&M IOAsaalg• XO, OX or OXO
configurations)
8
Is Therma-Tru Fiber-Clavar and `xnootli
Normnd 63M,L) 6q!x/ttotl-Impa.1$,q€wt Opaque 12I3 /=
No
Yes
1'41
`VA
FIA241"
BAR=
_
d
-
Composite Edge F langtlhs Dbublb Door .0 or
Calls
!$1 Sett Wit P.r,dw {)pit
Y
F.1116Lst
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SYYY Yffimm
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yildied B,r.
Ytlldltd iil0�laa Fat Ammrel
:Yi! v.r>:,en
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NiOmriall 69M,8 g4KatNJw1-Imps ,qWt:, Glazwi IW1i2rJ7_1
NO
Yes
No
NIA
AftmWk+n 2020
PGT lnd»r
Jars Raaaewsbi W.oOrDada 6Cr-0 1. ER lift-0104 SC-0 VAt
11 A1S+XeI" I Iloyc`nP: 1111111020 Ai�rr.1n4
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AftammMa 2020
PGT ireousstea
3es. R.—do hill—Dile, RCCO-CER Ptrt4.atiee acCD- VAL
11,05,2020 1100602020
11111tX20 Approod
Cornig" Edge ligigirglaw,Single Dort!
Category A4neer+5
(041)A*-oloo !7$5)315-1590
C4.9hiry: YKnMve
t71 1}3&5.33X PE 62514 (717il$7-14.54
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10
1 Therms.Tru CdaMCC.lasait and Smocth4tar
Namnadl 6&dr30;8&gerotNbn-EmpacsBqueY, Glazed 1N31=2
No
Yes
NO
NIA
Com9asilts Method: ctrincdlti io Mawr a (turns
art
Corsat44mry'tow(k."
C.urrpdasra "nattwa: EYas.abLr1 Rol'+orl tuna
Canpil ants Mooted- Crdla.ton Mom or Likens
!�
Composts, Edge Fiberglass Single Door eabn
F1a1het Re ot—Cl A11h4x0 or. it —:red ndx'Ids
SKJetde(s) Onsr,Ngdf.°'-cin''aNtg: iiC 'OX or CAO
P LA2434M Prddtccs
PcCirm—N Engrhehw
PLA2it-113 RodactA
dnrminalffiIor!s1
AMOOE rm uu
11
k 7herma-Try Fa7er-!.:�f�a'sac and E+rrJrNPBdr
,
Nomsid 4&l3g;B ; Glazed 1:.13112022
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Yea
rib
WA
os,91 w_Acassesu
la ton
QJouto Q i
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tlldm I3
CanppNb Edict Fibaila4a Doubt Doe .nth or
Fiberglass, Double Door
Les s
Product Yodai tMAa w Named
' - Conrad Ertedbn bra
Yh tVN2 Ouleldr HVli2 Fin€are
.gga
COMM �Irk[ion
bate r].tll�lL
Pressure
Y l�ilire.
Without SWdate (Inewny0utsslny, XX or OXXO
5
PYM IS20:Large MwsRe tmPion,
i4rgi fluid Nlndcw
Y«d Yes Vie NtA
&fit
Amovet The uses
lmaw
Rom
1
Nuatns 1u AN Dom and Windows
AFJmleum IMations (rSrZWs`D26
Y" Yes
Yes MA
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� 2&1 Ammon CA�aU F,fit&
9 la.'11QK
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jasew
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12
L Therma-Tru Fiber-Qi and Smooth -gar
Nominal Milli Squothbn-ImpolSquot. Glazed 12131r1(322.
No
Yes
Poo
NIA
575+1
Vertigo Aluminum Yuum 121Str2n24
Nit
Yes
Yes
NrA
Composedo Edge Rberglosc Single Door
(hswrtgnOubvng; X conligundion)
13
m.Therms-Tn, FiberC,micard Sncitari 6tar
14mmeal 78,Kta;D&quetHon-lien quo Grasso 123112022
No
Yes
No
NIA
Composite Edge R"la w Side lit Door wild
Stdalile(s) (Inumnglpuswwig, XO, OX or OXO
oonfi�,raAone)
14 n. Theem►Tru Fiber.CNcFSY and Srraoen-Sher Nominal! &&Xn:C &qu*1;Non-Impoet&quet Glazed 12r31/2022 Nit Yes Nlo lim
Canpowle Edge FioKyiots, Sing he Door
(Vlswngrouhe sliv: X mMiguraban)
15
0. ThentwTru F bet-Caesb and Ste ocih-3w
Nonmetal 69039;0 a/4smtloxi-Impsiobquot, Glazed 12M1r_x=
No
Yes
No
NIA
Compomtr Edge FbPr gl2rm Single Door yarth
'Padoli a* tt - y; Xp,. OX a OXO
Florida DepelhnerX of Business & Professional Regulation
raaA, of 1
Florida Departrnenl of Business & Professional Regulation
raga 2 d2
Florida Department of Business & Professiorat Regulation
r.pd let
15
p TriemwTru ridar-Clasoc and sondotti-Star
Configurations)
Nominal 6&t39;0 &gust than-ImpadBquat; Glazed 12f31Rf722
No
Yes
NO
N1A
Biking Codes anC Standards
,,s}:T..;,+
Birridrng Codas and Standards
ia4r1m2t
Building Codes and Standards
1da1XR1
CampoXutt Edge Rtlergtaas Doubts Door Mtlr or
will -rout Sdetaes QrOYAt'"Out3win9: XX or OXXO
ProduetApproval Application Detail
Product Approval Appllaatlon Detail
Product Approval ApplicaUonDalaC
wrthguraKians)
17
or Therri'v r Fiber -Classic and SrIsoottl-Star
Nanneis168N' ;88q! tkrn-4mpocR&quat Opaquo 1=1/2022
NO
Yes
No
NFA
PLtlalea-Fla
-
ar��++`*+aa'--r`a
ComponlM Edge RbargloddiSingle Door vAda
Transom (Inswirlgikltswng; OIX mnfiprst0n)
-
18
r Thtmis Tru Fiber -Classic and Sabath Star
Nominal 6&030,6 9quotNon-Impaci9quot. Opaque 12J'31l20Z
lkk,
Yes
No
NIA
r
enw a
Rat Ilia Dme rt wiw �
S9�
f�Y 4L
to 8!1
sate Poorly
!�
S�1!
�
ga ads
)IRt
CaampoluM Edge Rbargray. Sing Is Door volt
ha6 Y■il�L
'
�1'd endorsed Licrhse, v�d the
v�d,dxt 51 #aG Amrowa &9 5�lIA
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MALM 1 &:Emma
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T YSC£gtl
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Correa Gl�llSair eF reset Vaaased as,
V :py�t�r PaC Aso al
Sdelio(hu argil Trans— 0,sa+wng/Outswng O/XO
OIOX er 0oOXO Configurations]
R<Ma'ion 2020
James Hariae 9u0dd9 PegaiGts. !nF
Chad Drok4 V. Aadnvr Tan :din SseJblero. P E
u11412020 o:p02321 i;Arg 4E: A; [F
aJ"id,
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0:1151T131 C1n Y1021
0?12:1Ie21
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DVarZD20 gWI=20 loaml)20
12/151,2020 Poprwed
19
s Therms-T. Fber.Class. and Smooth -Star
Nammai SUM;6&gswtNdn-In ,quot. Opaque 12t31/2G22
No
Yes
No
WA
Colooter Wens; wo,
lWO) 545-83% o€-01062 1352) 367-2126
Glep isy: Papa Whir..
gxJ, 522 :350 PE.43409 C131 7gr u555
call rt- Roeang
(soot 760-3411 PE-501es (954- 772-62Z4
Compoele Edge Fiberglass Sage Dix Neigh
awc love :Store
subCdcourr. v-60s
mina-..r•� . el. tee.—
subcaeeuonr npr.e 9!a,des
rn9ieegiso am
a'.delis(y (Iruwr�OrA s.g XC. OX err OXO
Cal Ian's N mo& EYsi"on Reim eem a
e'ra1,
17—vu ,cn stoinm' Evae st.- Report mom a
cwwganuat~: eWutlm Rsporl tom a
Coon udrh i-iafd and SIN conflgLrations)
Florlds Regaend Aretidert ter • L-cased nande
F'adda w a Linn led 1`10de
Roada Rigstered Mdiinsid or a Dlkre"d Freddie
20
t7hem+si Fl blot-Gasait and 9mep11>-fir
Nordsoal8&VMo8giuotNen-1fnp.dl&gidpt Opaque 12.r31T2{4
Nd
Yee
No
IVA
Orders.—E1es1.e
Prah`elcnel Eral—
Pr4+ressana Enenter
Composts Edge Rbergiew Singe loot with
Sdel®(s)Qmhwriy0lrteVanp. XC. OX a OXO
FU13192-114Prasuds
FLalsxr2-Ra Products
EUMNAMIledluisla
Cortiow s Head and Sit wnFigreouis;
DiWlty ASRurarva
8daaalpiJ'w Uat &MiYN' it IJa,ifa2 fellow
Quisv Assr7rKe
Atmevedigi Use Aw—vill lr the
littlest
�
Qualft
Ashamed for Use Aommled for Use
i■m )�
21
u Thermo Tru Flter.Claasr and $n,pptrl-$tar
Nominal ud#. Glazed I f31)2tt%2
8 &belchass
No
Deb
No
Fa.'A
ants
Product Yodel. rarLg4t a NamM
ProAlcl Dtaer�4 n Ca4rxt asotrt0a:_Q tr�M1J31j Q41t910? ANZ I1 9 a if4 Irt
3ey_a
Plsmrc: Yr,ryr tuinhr a Nome
M1Adxt Cosa 2t2L f. ow PyPk urf—mat. e1 HYM!
o o" MVw2
Reelected
pi —re
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hsdrd Ors<notah CaaraR Edrdlon
Oere In 11NR OuIdJ iKA1Z
�yy
Singe, Do
Composite Edgd Fiberglass Singe, max wRh
to Edge
9deite{y QADwtigrOuts-None. XC•, OX a OXO
1
: xr44aaIl Lehr Sidrtg
thee. -a ne cep sd'�g 12I1t 20f`3
ken v.,s. NtA N1A
1
a e4t s7.tp: Soto
v4nr or 5clld ,lsey7 .3.)fa ';1j12C123
r:0
Yes
ala
aUA
1
r AF Asphalt Rai Sh le.
Ate' '^a
F ssa riteaced 34.b Ia rind it, 5-tab end 12)ISrhil 4
cif
No Ye.
MIA MIA
CLxxxluous allied and
Nr leNotk I.ap Sdlni
1tw nrmtl +av s'nA+9 "Ii.^_y"
Y<.a Yea MrA iVA
W
t, y,m otgl;rnce 74Adu0. Sonm
�R -:rtat0 Nnyt Coat tZr l!.OY5
!q
Y.
the
WA
hisu," a bApI a three
22
v Therms-Tru Fbel-C` srr,d Smwlh-Star
Nomutal6&dP30;0 BgLASPkp1-lved,16gwst Glazed 921311^4s)s`^.
No
Yes
N.
NIA
..
a s:olid,Grembw vnhrgo E.asdMas:s9 5utt.
Vol a"rim -uW 5rNa 1211112021
lab
Yes
No
MIA
Compaate Edge Fibe lrmaasdirkge Dow mdh
4
!3 d17Jd', r_&yid 5d111
Vaal -Slid Vxyi 6" p. 2131 rJK@3
No
yes
No
WA
sioaite(sl Qnsed giro tarn; XC•, OX a OXO
5
d, ale Ynrira 4a: ad;Stint
Veil tar &Jid `•r1ny4 Bode $ 2151,'2R",3
t!a
Y..
No
Mu ,
Continuous How and SIR corrflglfanons)
G
iSaert
Jeri, a Sold u'sny4 7ioffia 1113t,102a.
N,h
Yes
N.
WA
23
w. Them na-Tru Fiber -CC' and SrnootFFStar
Nominal 6111Ift,,6 &qucANlon-[np¢c4>icn, Cpaqus 12Y,41iZ02"2
No
Yes
rug
N1A
Composite Edon Fiberglow Door Panels, wd1 Verged
Sdelwi) tlnawrlgAJ,bPwni.. XX XXX a XXXX
oonfiguratorew)
24 K ThemlaTru Fibse-gestic and Smooth -Star Nominal 511M;D4grKrtNon-mj)eo49quot Opaque 92131Z022 No Yes M11c Ni'A
Cpmpos4e Edge Fiberglass Dcn1 Panels wRh Vented
Sdel�(s)Qnswr' iKawig XX XXX.x=(X
configurations)
2$
y 7harma-Tn1 FPferLiassrc ono Smloolt4Sher
Nommal 69M.8 FrquotNpn-im>poct" Glazed 12Y1V20721
N0
Des
No
N!A
Composd er Edge Fiberglass, Dog, Panels Not, Vented
Sdtta(s) XX. )=a X2o0(
Florida Department of Business 8 Professional Regulation
Pays I ,
Rohde Depertrnerd of Business & Professional Regulation
Pass' Or
Fonda Deparknenl of Business & Professional Regulation
Pop t or,
ocnfigurabons)
Building Codes arcf Standards
'.hat-1
Binding Codes aril Standards
t4vs:+
Building Codes and Standards
.9rx021
26
z Thertro-Tru Fbpr,i.taAsb lnd SnyJot}sSttlr
Nominal 8&R3D: G Muct,Non •ImacMauct Grazed 12,31r1]22
No
Yes
No
NIA
Composite Edge Fiberghue Door Panels vatn Vented
sdmre(c) Qmwngioe4swrg Xx XXX or XXXX
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detall
onruflgurat ons)
27 za Ttimma-Tru F€bej-CAlstakemd Smooth -Star Nominal Will Utrattign-Im> juot Glued l2r311=2 No Yes NO FUA
CampuaflC Edge Fibcrglecs eiraye: Door wth 3&N3e1.0
aillizallm-
M#14314Ba.
Il■L1 fZ
_ . .
-
56e4lte(s) QnswnorchKsveng. XG. OX a OXO
Code
lima. a
tit gal? 04, P#rod'm Mee
Cat!
RmNr91
Qlz Rita
Wee Pending
At
990
anm or
2n Slut !
aft
28
a,. 7dagro-Tor F-W0-,akano SmoCtl, .Star
ocrmgwabous)
NornsiaE 680M.8&Clunation-Im€AdP-quot Glazso. 12131T2022
NO
rely
No
NrA
jasa 1jarear
jiletallIsiggle
corsaQ Emli,mr&Lkrme 'Validated It,
yjkgdadl FaCAsproes 6®,r,—d yj#}))a,
*'vw vrt r
wwwacA~
C.11W Egli-, lkrree yam dki ere
Validated eutla
Fac Abortive;
w�oWd
Main
1T i Vrs1m
Mtn,®®sire
Coat! E.aWwr A Lltan.a Validated So
Va&V" %Am!" me Arasr<wY
All males
Composie Edge Fiberglass Double Deverw.fh
Ris,s— .10 is
TAMKC bitding F-4dutts LLC
Keel Film, Robon Mom— JJh, W Knt2e•,Aeh, FL
,Q�TJVID.l cL:4/2t411 01,r20l9 171
Rmsvbn 11020
LV nw+ps<r.lac our Thompson Ar<;haecturatl
Ton4'C'hnsirean-#OnaryR Prksl Sdwan 1A rk"n, P€
IYsn rQ020 ,is',Odax
09f2,^M
12ilf.070
Appna,ed
Relsion 202g
Flow* MOM PraLaN 104.
CIO Jays J asses L Butter P i 9SNM M. Uikh F£
0911742020 05425i2020 1o7M20.20
IwGr70:0 Aµrwad
s&839,081doNee (ln&wingR';sutsrnny:. OXXO
Category: P,d,'odng
¢41?1824ob" FE 50166 .954)7726Z4
Mistesc-va"TARCV,
ie13i 24a-3456 PE-1402'1 i11701r-5454
cflilper RoAng
l9afl 7a.i.aAnb CIIUCK ordinaries t777)3114454
cnnfiguratian)
Yes
�aulnC.tagrry: urdsteixMrvs
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HUS, HUSC series hangers
Face -mount hangars avabahle to v4dths ranging from 1.518" to 3.
Product Model. Number Name
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Product j cot tg ion
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Product Model. Number or Name
ftoduct DescrizAlon -
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1
Titan Stainless Sinel Concrete & Masonry Screw (TTN-SS)
1/4" diameter Titan sbinless steel masonry screw
1
A21, A23. A33 A34. A35, A44
Angles
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BT, BTB. BTH
Brick Tres
greater than 3-9118"
2
APA21 APA4, APAB. APVA'21, APVA4 APVA6
Outdoor Aments Angles
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^MST12 CMST14, CMSTCI8
Coiled Straps
12
IUS aeries hangers
Fare -mount hangars available in wi iths ranging from 1.7/8" to 3-
0
3
APB44 APEr"R, APVBW, APB56R APB88. APBWR, APB1010, APB101OR, AP`JB44,
Outdoor Accents post Bases
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C-514. CS16, CS18. CS20, CS 22
Coiled Straps
51W and heights ranging from 9.1/4" to 16'
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APV'rPA4R. APVa66 APVB66R. APi1688, APV388R, APV81010, APVB101 DR
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LGU3.25-SDS, LGU3 63SOS, LGU5 25-SDS
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TS218
Cam pressoN enslon Strap
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LV24, LUZb, LUZB, LU210
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Stiong-Drlve SDCP Timber-CF Screw
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Brr-k Veneer Ledger Connector
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HSS2-SDS1 5, HSS2.2-SDS3 HS,S214-KKii HSS4-SDS3
Heavy Stud Shoe
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SDC '22434, SDCP22512, SDGP22614, SDCP22700„ SDCP22858 SDGP22912,
Strong -Drive SDCP Timhar-CP Screw
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CJT3Z, C,g4Z, CJT5Z, C 116Z
Conc saw Jolst Tes
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HTS16, KTS20. HTS24, 41 S28 HTS30, HTS.30C
Heavy Twist Strap
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1111 MUS28
Face -mount hangers
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11
M14
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Dry `bRrall Stop
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LFTA
Light. Floor Tie Anchor
9118" to 3-W16' and heights ranging hen 3-1/18" lo
7
SDS25112 86625134, SOS25200, Si SDS253OO, SDS25312, SDS25412
Strong-Orve SDS Heavy -Duty Connector Screw
13
F04 FC6
Frarru nru Clps,
15
LSTA9 LSTA12 LSTA1 5, LSrA18, LETA21 LSTA24, LSTA30, LSTA36
Straight Straps
Concealad flange version (SURC, SULC) available for all double
SDS255M SDS25800, SD5258M
14
FVi
FourirJaton Wall Angles
16
LS T 149, LS7I73
Straightstraps
2X and 4X models; onry scale flange is cortcealed.
8
SD825112S8, SIDS25200SS, SOS2521255, SOS253OOSS SOS25312SS
Strong-Orve SOS Heavy -Duty Connector SS Screw
15
CAI GA2
Gusset Angel
7
LT8 0 LT840
Bridging
21
U series hangers
Fact mount tangos available in vvidtlrs rangmg from 11-9 16" to
9
SDWF2716. SDVW2720, SDWF2724, SDWF2726, SDWF2730
Strong -Drive SOWF Floor -to -Floor Screw
16
H2A, H25T, H8. H10A 2, HICS, H14, HGA10
Fluvicane Ties
A
LT S12 L7S16 LTS16, LTS2('i
Light Twist Strao
6" rand hMghis ranging from 2-SWAM 11.IM'
17
HCJTZ
Heavy Cor•.cealed Joist Tie
19
MGT
MuldiumGrder Todown
18
HH4, HH6
Header Hangers
-0
MST27, 0viST37, MST48. MST60 \AST72
Straight Straps
FU1100074l
19
KBSiZ
Knee-Brace3taad¢er
21
I1 MSTA12 MSTA15 f,4srA18, MSTA21. MST.A24, MSTA30, PASTA35 MSTA49
Straight Straps
FL4110667-R6
20
L30, L50, L70. L90
A.ngies
2
lASTC<3 MSTG40, MSTr:52 i�A Ti 3a, fill
Soalihtstraps
Sea Y
Product Model. Number or Name
Product Descriation
21
LCE4
Post C-ap
23
USTC4383, M157C6663
Pre -Bent Straps
12"
Product Model. Number or Name
Product Descrimtlon
1
ATR318, ATR1/2, ATR518, ATR314
Tlteaded Rods
22
LS30, L550, L570, L.S90
51kew-able Angles
24
t4STY2ii MSTIU, MSTI46. MSTI6), IASTl72
Sleight Straps
1
BA series hangers
Top flange hangers available in will ranging from i -9116" to 7-
2
ATUD5, ATIJ06-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14.2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer anneclor
25
fill 12 ill6, MTS18, rill MTS24C, MT O, 1,l
MeoiumTvrstStrap
118" and heights ranging from 7-118" to W',
3
BP`J/81 2Z BP112, BP172.3, SP5!&2, BP518-3, BP3J4, BP314.3, BPRTUD3-4
Bearing Plates
24
LSSJ25U. LS-QJ26RZ. LSSJZ%2 L5SJ26RZ, LSS,i210LZ. LSSJ21ORZ
Field Adjustable Jack Her ger
26
NCA2k' Ci-1 Z NCA2x12.12, NCA;.)t6.16, NCA200-16, 4CA2102.16
Bridging
2
DGBF tends hangers
Top flange hangers available in waddle ranging from 3.5/&'to 7-
4
CNW318, 0idW1t2_ Cl',l 518, Ct,M1314, Clillill ff2, CNW3/4518
Coupler WAS
25
LSSRI,81, LSSR2 I. LSSR2 37, LSSR2 56 LSSR210-2, LSSR410
Fueled Adjustable SkpeaE;@elSkewabe 'i anCer
RCVJ812 RC'WR14
Wail; bracing
115" and ndights tang Ing from 9-114" to 24".
5
CTUD55, CTU085, CTLID65 CTLW)75, CTU076, CTU077, CTUDST CTUD88, CTUD97
Coupling Take -Op Device
28
LTP4, LTP5
Tie Plates
23
RPS18, RPS22 RPS,28
Repair Plate a'Vep
3
DGF series hangers
Top flange hangers available in widdit ranging from 1-I1Z'to 3-
CTUD98, CTUDW
27
114237, MI 247" M1.287, 1,41267 M12107
Angles
29
RSP4
Stud to Plate Connector
5M" and heights ranging from 7-114" w 24l
6
NO. H4, 145, N6
Heavy Hex Nuts
26
Mul-le
Root Tie -Down
30
SP1. SP2 SP4 SP6, SP8
Stud PIS Tie
4
DGHF sexes hangers
Top flange hangers available in widths ranging from 1-314" to 3-
7
RTUD3. RTU03B, RTUD4, RTUD4E. RTUU5, RTUD6, RTUD7, RTUDB
Ratcheterg Take -Up Device
29
NWHG
Hanged Roof Connector
31
5-= 4, SPH6. SPHS
Heavy Stud Plais Tie
fill and heights ranging from 9-114" to 24'
8
TUD9, TUD1C
Take -Up Device
30
M MLU26, MM1.U2ti2, MMLU28. MMLU28-2, MMLU210, NMLJ1211, MMLU139, MMLU1311
Fate-Motm1 Hangers
1
$$1.5, a .5, SS3, SS4.5
$I ud Shoe
5
EG5 EG7, EG9 salves hangars
Top flange hangers available in wdlft ranging from 5-1/4" to 8-
9
TUW36
Take -Up Washer
31
RBC RECP
Root boundary Clips
33
5-T9. ST12 ST18 S722, ST292 ST2122, ST2115 ST2215 S76215, ST6224. ST8236
Straight Straps
713" and heights ranging from 11" to 32-112"
10
URS3
318" Uplift Roo Run Tiedown System
32
RST-3
Root Tie -Down
34
-820. T627, T 93C T636, TF342. TB48 7264, Ta56. TB50
Tension Brifging
6
EGQ series hangers
Top flange hangers available in widths ranging from 3-518" to 7-
11
URS4
112" Uplift Rod Run Tip}owm System
33
RTC2277, RTC42, RTC27 RTC44
RigirlTie Connectors
35
" W810 TW812, TWB14
Walt Starting
114" and heights ranging from 11. W to 37'
12
URS5
S b" Uplift Rion Run Tgdnvvn System
34
cTC STCT OTC HTCG
Truss kps
36
VGT, 'JGTR, VGTL
VanablePitch Glider Twdowri
7
GLS series hangers
Saddle hangers available in wnidlhs ranging from 3-114" to 13-718"
13
URSB
314" Uplift Rod Run Tadown System
35
T ,37, TJC57
Truss lack Clips
37
V46108 W81OBC, W6126, VVB126C, JV6143C
Nrall &acing
and heights ranging from S.112" to 28".
36
Z2, Z4, Z44
Panel Stiffener Clips
8
GLTY series hangers
Top flange hangers available in widths ranging from 3-114" to 7-
1/8" and heights ranging from 11" to 32'
FL#10441-R6
FL#10531-RS
9
HIS serer hangers
Top flange hangers available invodths ranging from 1-W16"' to 7-
FL#10447-RS
112" and heights ranging from 8" Is 30"
Product Model. Number or Name
Product Description
Product Model. Number or Name
Product Descrption
10
HGLS series hangers
Saddle hangers available on widths ranging from 5-114" to 8-7,19"
LU
1
07T2
Hold-down
Sag It
Product Model, Number or Name
Product Description
i
C81-12 376 5, CBH2 37x7.83, CBH2.17x9.75
Concealed hangers
and heights ranging from 10-1 iZ' to 28".
2
HDC1014. HDC1
Hold -do"
1
AHEP
Adjustable Hip -End Connector
GU, DHU, DH UTF serails hangers
Face -mount (01J, CHU'i and tap -flange {DHUTFj hangers
11
HGLT series hangers
Toy flange hangers available in widths ranging from 3.IIW'to 8-
3
HDQ8, HH0011, HHDQ14
Hold-down
2
DSC21'Z-SDS3, OuG'2L-SDS.i DSO::5R-SQS3, DSC55-SOS
Drag Strut Connerto s
available in widths ranging from 1 -9y18" tc 3-9118" and heights
718" and heights ranging from 7-if2" to 37'
4
HOU2, HDU4 HDU5. HDU8, HDU 11. HDU14
Hold-down
3
GBC
Gable Brace Cannector
ranging from 9-'i/3" to 23.15116"_
12
HGLTV series hangers
Tor flange hangers available in widths ranging from 3-11W l0 7.
5
HPA28, HPA35
Strapstyle purlin anchor
4
HCP1 fit. HGP2. HCP4
Hip Caner Plate
3
HGUI1 l 63SDS HGU5.Z`-5-SDS. HG'J5 50-SDS HGU5.62-SDS, HGL .00-SDS, HGU7 2r
Face -mount hangers
118" and heights ranging from 14" to 33"
6
LSTHD8 LSTHD8RJ
Strap -style hold-down
5
HHRC2.2, HHRC42. HHRC42-2 HHRCWI 81, HHRC44. HHRC5.2513.25 HHRC5 3713 12.
Heavy Hip to Ridge Connectors
5DS, HGU9.O0SDS
13
HIT series hangers
Top flange hangers available in widths ranging from 2-5/1fr Is 3-
7
MASH, MASAP
Foundation anchor strap
HHRC86
4
HGUS series hangers
Face -mount hangers available in wtdttrs ranging from 1-518" to 7-
9118" and heights ranging from 18" to 26'
8
MPA132. hAPAr44
Strap -style purlin anchor
8
HRCI 61, HRC22
Hip Ridge Connector
318" and heights ranging from 5-5116" to 12-'•8"
14
HUSTF series hangers
Top flange joist hangers available in widths; ranging from 3-118"to
9
PA18, PA23, PA26, PA35 PA51, PA68
Strap -style purlin anchor
7
LRU26, LRU28 LRU210 LRU212
Rafter Hanger
_
HHGU5 25SDS, HHGU5 50-SDS HHGU5 62SDS, HHGH7 GO -SUS HHGU7 25-SDS.
Face -mount hangers
39/18" and heights ranging frorn 5.30" to 13-1,9"
10
PA118. PA123 PAI28 PA135
Strap -style purlin anchor
8
LSU26, LSSU28 LSSU210
Light StopeabletSke ab e U Hanger
HHGI_i9 OO-SDS
15
HUTF, HUCTF series hangers
Top flange hangers available in widths ranging from I -9/16" io 5-
11
STHD10. STHDI ORJ
Strap -style hold-da iri
9
TBE4, TBE6
Truss Bearing Enhancer
6
HHUS21-2, HHUS28.2. H HUS2/ 0.2_ HI-AiS46, HHUS48 HHUS410. HHU3a50110
Fare -mount hangers
1,2" and heights ranging from 3-711tr to 15" Concealed flange
12
STH014.. STHDI4RJ
Strop -style hold -doom
10
TC24_ TC,6 TC28
Truss Cup
HHUS7 25110
version iHUCTF) available for all models having width equal to or
11
T HA29, THA213, THA218, THA218.2. 7HA222.2, THA413, TKA41 S. THAC418, THA422,
Adjustable Truss danger
7
HSUR HSUL, HSURC, HSULC; series hangers
Sketmd face -mount rangers available in widths ranging from 3-
greater than 2-WI 6".
THAC422 1-HA426 THA422-2, THA426.2
118" to 51/8" and heights ranging from 4-314" to 15-314".
18
HWP series hangers
Top flange hangers available in widths ranging from 1-WW 110 7-
12
THA11 81122, THAl2.06/22. 'Thl V22, THAi222, THA1322, THA13522, 'rHA1422
Adjustable Truss Hanger Sired for I -Joists
Concealed hlange version (HSURC, HSIJLC) available for all
I18" and heights ranging from 5-3/6&'b 28"
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4X models only acute flange is concealed
17
Ft1MPH series hangers
p op flange g hangers available in widths ranging from 1-9116" b 7-
To
14
THJA26,...THJA26, LTHMA
MApite Truss Hangers
8
HTIJ26. HTU28, HTU210, H ru26-2, HTU28-2, HTLf210.2
Face mount hangers
It2'"and heights ranging from 5.316'b 37'
15
THJM2-4SD33, THJM2.5SDS3. T-IJU26: TH k.128•Vlr
Mufiple Truss Hangers
9
HU, HUC series hangers
Face mount hangers available in widths ranging from 1.906'to 7-
18
ITS series hangers
Top flange hangers available in widths ranging from 1-9/18 to 3-
16
TSBR2-24
Truss Spacer -Restraint
1/2" and heights ranging from 2.718" to 19-114". Concealed flange
516" and heights ranging from 9.118" to le'
17
VPA2, VPA25, VPA3, iii VPA4
Variable Pitch Connectors
version MUC) available for all models having width equal t1 or
19
JB series hangers
Top flange hangers available in width of 1.9N6" and heights
18
VTCR
Valley Trull* Clip
greaterthan2-9116"
ranging from 5.3J8"to7.1J4"
10
HU,001 81/9SDS, HUCO1 81!11-SDS. 14 JOQ210-2SDS, HUCQ210-3-SDS HUC0310.
Face -mount hangers
20
JBA series hangers
Tap flange hangers available in width of 1.9/18" and heights
SOS, H'J4Q410-SOS, HUCC412SDS, HUCuS 2"-SDS, HiJICQS 25111-SDS HUCC616
ranging from 9,MIr'tp 13-118"
�L)S, HU{;U612-SUS
MAR
5 2023
Virtual Review Assist,
Plans Review Inc.
completed and approved
for compliance
with the 2020 FBC 7th Editi
by
Debra Anne Klahr
PX2300
Simpson Strong -Tie 2020 FBC Approved Products
updated 12lin" 20
EZ=
Simpson Strong -Tie 2020 FBC Approved Products
opda ed
E=
Simpson Strong -Tie 2020 FBC Approved Products
Updated i2073y2i72o
' *'7
Simpson Strong -Tie 2020 FBC Approved Products
Updated 1 =
•
For direct Inks tooll SST approvals isted below, CUC K HER
_, , , ,,...
For &&of taksto all SW approvals Feted below '«LI h HEPE
=Fa oireot Inks to at SST approvals li bola, :,U+ F ijER E.
_ Fa drect Mks to el SST approvals I,ted HERE
For additional information regarding Florida's Statewide Product Approval Syysbm and Mom -Dade County Notice at Acceptance tNt%A},
Fat additional iriframatran regarding Ftarda s Statewide product Approval System and 'wears Lade ..a.n,4
Notucei c. P.crxCt3ncr ;ti ,:A, t,I;,s JJq,�,L
For addcrorial infarmauan regarding f {aide s 5tatew«aode Prolucd Approval System and MSaitr Cape Worntr Mw4e ot?a;GrC�rice (NC:A; ;L L;)�1„L, . _
., For additkxmt mlaatatian regarding Florida's 9taicwada Prosrd Approval System and Maori -Dada Canty Notice, or Acceptance (NON Q
21
1.5 series hangers
Top flange hangers available in -moo, of 1-9118" and heights
FL#114WR5
18
5•1-8V1 56 S1LBV1.81, S1LBY2 thy, 5fLf3V2'37. SRBV2 55, 5A.&i .E8, S/LBY3,12,
Top F lungs Jost 1larigers
5
SET-XP
Adhesive Anolror for ocxicrete
ranging from5-3i8" to 15-1;8"
SLBV3 56, S1LB413 62 Sh.BV4 C6 SP B'm'412, S,41sV4,28, W, BV4 75 Sit f3V5 50
a
Strong-Boh 2 (STB'. STB2.4SS, 372-6SS)
Strong -Soh 2 Wedge Anchor for concreter available in carbon
22
L5AZ sends hangers
Top flange hangers avaiiable, in wroth of 1 9116" and heights
gtt&A
Rotllrot Model. Number or Name
Product gm!2notion
1a
SrLs T2f, SOUTT24 50H111`14 HTT4 H l 5o
Holdomts
steel and Types 304 and 316 stainless steel
ranging horny-3116'" to 13-1/8"
'.
HHLIS210-3, HHUS21 O-4
Jrr c:_ Hanger
?0
SWST60, S1MST72
Straps 1,18 mil y10 grit
7
Then HO (THD-H, THD-HMG, THD-H4SS, THD-FIBSS, THD-CS, THD-CSSM
Titan HO Heavy Duty Screwknehiorfw concrete and masonry
23
LEG3, LEG5. LEG7 serer hangers
Top flange hangers available in vedUls ranging from 3.114" to 6
2
HRS6 HRS8 HRS12
Strap Ties
21
S�4 SP6
Stud Plab Ties
available With hex head In carbon steel and Types 304 and 318
718" and heights ranging from 9" to 33112'
3
HUCQ21G2-SDS, HUCC4210.3-SDS, HUCQ310-SOS
Jain Hanger
22
SSP, CSP TSP
Stud Plate Ties
statnldes stilt, or with countersunk head in Carbon steel and
24
NEG5, ME07 series hangers
Top flange hangers avail in vdths rangorg from 5-1 /4" to 6-
4
THGB2 THG63, THGBH2, THGBH3 THGBH4
Joist Hanger
2
7C OTC
Truss Clip
Type 316 stainless steel
7/8" and heights ranging from 9" to 32.117'
c
THG02-SDSS. THGQ380.S4 5, THGQ42-SDS'3 TFIC CH3-,SDS4 5, THGQH4-SDS8
,ions Hanger
24
T311i
Truss ara,--- D.ngonal
8
Titan HD Rod Coupler (THD'.7634RC, THD5M4RC)
Titan HO Threaded Rod Coupler for concrete
25
NIT series hangers
Top flange kanifforrs available in widths tangng from 1-9116" to 5-
a
TH01,11 , THGVV5-4, THG W4-3, THGW4A
.cis; Hangel
2,
TJC$7
Truss Jack ConnecWl
9
Titan HO Threaded Rod Hanger (TH0825158RH, TH0837158RH. THU37212RH,
Titan HO Threaded Rod Hanger for concrWa
118" and heights ranging from 9-114" to 24"
THD50234RH, THO10212RH)
26
PF, PFB, PFOB, PFOSB start. hangers
Top flange hangers available in width of 1-9116- and heights
10
Wiledger-As (WA)
Wedge -All Anchor for masonry
ranging from 3-3rS" to 7.IM"
FL#114734R5
Ft.1113904-R5
(D
27
RR
aftehangerc�r
^�
VIP series trxtgers
Topfladge
Top flange hangers available in widths ranging from 1.9116" to ".
sea #
product Model. Number or Name
Produce E)¢scnption
aSRa
eruct Modal. Number or arse
Prodtty(Detscnptton
FLat16230-R8
113'" and heights ranging 9,414" to 32".
1
CETAL20
Double Embedded Truss Nn hor
I
CCQrwW 02-SCSHOG, CCQM4.62.1X)SHOG, CCQM5.50-SDSHDG. CCT3M3 82-SOSIG,
Masonry Pier Gaps
2
FGTR, FGTRHL, FGTRHR
Girder Re^,rofit Aincher
CCTQM4 62-SDSG CCTQMS.SCSC G, C 1;CQM3 62-SOSG, CCCQM462-S1)SG,
221111.9
Product Modal. Number w Name
Product Deseription
3
H16,H16S,HITS-2.H18-2S
Hurricane Tie
CCCCONE50-SDSC
1
AT-XP
AT-XPHigh-SheniAcrylic Adhesive lorcannreteatmasonry
FLN10960-R5
4
HETAI2,HETAi6.HFTA20 HETA24,HET'A40
EmbeddedTrus.:"Anchor
2
E;CLQrtA3.62G-KT,EC;CI.Uh14.i3'2 -K,ECCLCdrW5OL-KT,ECCLLQMD362G.KT,
Masonry Pier Caps
2
ET -HP
ET • HP Epoxy Adhesive for masonry
5
HETALI2, HE7AL16, HETAL2C
Embedded Truss AricticT
ECCLLQMD4.62G-KT ECCLI.QMDa,5013-KT, EGCLRQMD3.ib2G-KT, ECGLRQMD4.62G-
3
SET-XP
SET-XPHgh-Strength Epoxy Adhesive for masonry
reL!!,�
Product Model. Number or Name
Product Description
6
HGAM10. HMO
Masonry retrofit connectors
y
KT, E%CLRGr.1D5 SOG Kf
4
Stron g-Eioh 2 (STB�'')
Strang•Soh 2 Wedge Anchorfor masauy
1
2
ABA44. ABA44R, ABA46, ABA46R ABA66. ABA66R
ASU44, ABU441R. ABU46, ABI-MeR, ABL15.5, ABU5.6 ABU65. ABUIN A130i ABU88,
Adjustable Post Base
Adjustable Post Base
7
8
PHETA16. HHETA20 HHETA24. HHETA40
L3T2. LGT3•SDS2.5, LGT4 SDS3
Heavy Eraibedded Iruss.Anchor
Girder Tredown
3
4
HGUMS 25, HGUM5.50, HGUM7 CO. HGUWY 25. HOUM19 00
LGLil 2. 1-GUM26.3 LGUM26.4 LGIJI'll LGUM28.3 LGUN428-4, 1-GUM210.2
Heavy Masonry Hangers
Masonry Beam Hangers
5
6
Titan 2 (TTN2)
Titan HD (THD-H46S, THD-HBSS, THD.CSBSS)
Tisen 2 Screw Anchor for Concrete
Titan HD Heavy -Duty Screw Anchor for Concrete available in 3C4
ABuSSR,ABUM010ABUICIORABU1212,ABU1212R
9
LTA2
Lateral Truss Anchor
LGUM210.3,LGUPX210-4,LOU1.146 aUM48LGUM410
or316stainless eteeiwithhey head. and! 316sMriles,steel axith
3
4
ABW44Z ABW44RZ, ABW46Z. ABVV46RZ, ABW66Z, A8W86RZ. ABW7.7
AC4, AC41R, ACE4, AC6, ACBR, ACES
Adjustable Post Base
Pam Cap
10
11
NETA12, META16. META18, METAZJ, ME7A24. META4O
NS`rAM24, MSTAM36. `v1STCM40, MSTCM6O
Embedded Truss Anchor
Strap Ts fQ,r Masonry
I
MBHA3.12P9 25, MBHA3 12011 25. WHA3.56f7 25. M8HA3 5819.25, MBHA3 56/11.25
hBHA3 56/11 88. M8HA3 5&14 MBHA3 56/16, M6HA3 56018 MBHA5.50R 25.
Masonry Top Flange Beam Hangers
7
Titan Turbo (Ti41)
countersunk head
Tien Turbo Screw Anchor for carciets or masonry
U)
5
BC4, BC46. BC4R. BOB. BC6R, 5C8 SC.52.2/4. BC52-M
Post Cap
12
Nfr5M14. MT51l HTSM16, HTSM20
Twist Strap for Masonry
MIBHA5.5019 25, M8HA5-5Ov11 25, MBHA5-50111 88, MBHA5 5Qr14, N4BHA5 SDI-3
6
CB44, C846, CB48 CB66, CM
Embedded Column Ba_�e
hf3HA5 50/18
cz
7
C8SQ44-SDS2. C3SQ46-SDSZ CBSQ%SDS2. CBSQ86-SOS2, CaSOWSUS2
Embedded Column, Base
6
Mini W 5".25, M811i 56111,25, MIGHV3.55+` 1.58. M5HU3.56114, ll U3.56/16,
Mascruy Beam Hangers
FL#16937-R3
8
CC, ECC. ECCU Series
Bated column caps wi h Vol ranging from 3-144" to 9-117 and
FLIM 14r96-R5
MB1-1U3 56M 8, MBHU5 501g 25, MS HU5. 50t11 25, MBHU5.50111 88 MBH U5 50114,
W2 ranging fret': 3.5Jf3' to 7-1f2"
MBHU5 50116, MBH05 50li S
Product Model. Number or Narne
Product Defthlaftin
C90
0
9
CC0-S0S2.5. ECCO-SO92 5 Series
Screwed column caps with W1 ranging from 3-114" to 9-117' and
,$eo #
Product Model. Number or Name
Product Description
1
X349101 "K, X1 S1O16, X1 B1018.4K X01 S1016, X0161018.4K
#10.16 Strong -Drive X Metal Se► -Drilling, Tapping Screws with 93
L�
VV2 ranging from 3- t" to 7-112"
1
CT T1 Z
Deck Teinsion Tie
Drill Point
10
CPT44Z, CPTOW, C T88Z
Concealed Post Tie Bass
2
H012, H019
Exalted Fkrlidge ns
FL#t3975-R6
2
XL0114T1224, XLQ1I491224-21K
#12-24 Strong-Drivd XL Large -Head Metal Sett -Drilling, Topping
11
EPB44A, EPB444 EP846, EPE66
Embedded Post Base
3
HD3E HOSB HD78.. HD9E
bolted Holdaw cis
Spews with 06 Drill Point and Large Diameter Hex Washer Head
12
EPS4Z
Embedded Post Base
4
HTT4 HITS, HTT5-314
Torsion -as
Sec #
Product Modef, lumbar or Name
Product Description
3
X00114S1224, XMQ11461224-2K
412-24 Strong -Drive XM Mehra -Head Metal Self -Drilling,
0
13
LCB44, LCBW
Embedded Column Base
5
1_719, LTT20B, LTTI31
Lslht Tension Ties
1
SDV=300, SOW=W, SOW22438, SDW''.,2458. SD!V22:CC SOW22600. SOW'.."'Cv'8-
Strong -Drive SCW EWP-PLY and TRUSS -PLY Screws
Tapping Screwswdh #5 Drill Potntand Medium Diameter Hex
14
15
LPCAZ, LPC6Z
NP644Z, MPBW, MPB88Z
Light Poet Cap
Moment Post Base
2
S3'+tiu8S4
SOVIC15450 SDVvC15600
TRUSS
4
XQ1I4SI224. XQt 1481224-2.5K X114S1224, )0112S1224, XQ11261:24-2K
#12-24 Strong-Onva X Motal SethOnlar g, Tapping Screws With 116
Call Point
U
Strong -Drive SOVJC Screw
18
PB44. PB44R, P846. P866, P866R
Embetldoo Post Base
FLi 13628-R5
3
SDWiH 193C4DS, SDWHI940OLIB WNH19600-D6. SDiNH198OCDB SDVJH 1910CCU6
Strong -Drive SD'NH T1108ER-HEXSorew
5
XU34S1016. XU34B1016-51fi
#10-18 Strong-Dnve XU Matail Self-Driling. Tapping Screws wth
17
PBS44A, PBS46. FBS66
Embedded Post Base
4
5:? JH27400G SDfJH27WDr.. S7AH2780L7G, SDVt4-1271000G. S0WH2712OOG
Strong SDVJH I Ira1BER-HLX HOG Screw
#1 Drill Point
18
- 19
PBV6. PBV10
PI44-16. PC48-16. PC48-16 PC84.18, PC8&18. EPC44-18. EPC46-18, EPC48•16,
Round Post Base
Post Cap
�gy-�
1
Product Model. Number or Nam¢
SB518x24 SB718r24, SB1x30
Prodtrct Description
SIR Anchor Bolts
5
a
t:DW1516212, SDV1,S76300, SDi/VS16312, SDWS1640)
57WS19600, SDVS19712, SD',VS22eOD,SDW5225Ci0.SDWS22512. SOWS22500
Strang Drive SDWS FRAMING Screw
Strong -Drive SD'JdS TIMfiER Spew (Interior Grade)
O
EPC84-16, EPC68-18
2
SSTB!6, SSTB20, SSTE24 SST826, SST834, SS1836. SST816L. 5STB2OL, SSTB241.
SSTB A afro Bolts
SDWS22800. SDVL522900, SDWS221000, S0rWS221tCtr SOWS221200, SDWS221500
FLA383206RO
L
20
t �'4Z PC4RZ, PCOZ, PCBRZ. PCBZ, PCBfRZ EPC4Z, EPC4RZ, EPCBZ, EPCBRZ EPCSZ,
Post Cap
`.sS7828L
5DWS22130066 SOWS22400DB. SDWSZ225000B SU.Vz 22dC0OB. S1)VVS22WODH
Strong Drive SDWS TIMBER Screw (Exterior Grade)
FPC8RZ
, 1JVS100006
e W
Product Model. Number or Name
Product Description
21
PPB44.4Z. PPB44"6Z
Post Base
SO'WS225120BB
Outdoor Accents Structural Wood Screw
1
DSSC643.5, DSSCB46, OSSCB48, DS14S
Bypass Framing Drift Strut Connector
22
RPBZ
Rebeht Pcxct Base
FL#13872-R4
9
SDUYS2730OSS, SgAiS2740aSS, SOWS27501OSS. SEWS'76001,6 S1_)WS27KGSS.
Strang -Drive SD'NS T 11411R SS Scr r
2
FCB43.5, FC845 5. FCB47.5 FC8495, FCB411.5
Bypass Framing Fixed-Clp Conner
<Lr �J
S:)WS271COOSS,SCWS27120OSS
3
FPHSD34S1O16,FPHSD3481018,FOHISD3481018.5K.FPHSD34S1214,
#10.1fland#12-14Strong-DrrveFPHSDFramvg4o-CFSS&f-
vJ
Same-t
RptluctModel. Numbeiror Name
Product Description
10
SDWV134C0
Strong Drive :SDWL SOUL TO F21M Screw
FPHSCYi481214, FPHSD3481214.5K
Drilling, Tapping Screws
0A
,z
FLM10866-RS
t
Clil GMtSTtq Crilt CS14, CS16, CS16, CS20, C522
Coiled maps
I t
SrN22
Outdoor Accents Hex Head 'Washer
4
LSFC2.25. LSFC4 �. LSFC6.25, SFC2.25, SFC4 25, SFC6 25
Steel Framing Connector
L)
m
2
HRS6 HRS8 HRS12, FHA6, FHA9. FHAl2, FHA18. FHA24 FHA30. MSTi26. MST136,
Straps 9, mal (12 gay
5
LSSC4.25, LSSC6 25, SSC2 25, SSC4.25 SSCS 25, •VSSC2.25. MSSC4.25. MSS06.25,
Steel Stud Connectors
2L9
Product Model. Number or Name
Product Descrictta'r
NSTi48: MSTI80. MSTI72. S/MST27, SIMST37 SIMST48
MSSCa25KW, N¢55C�.25KW
1
FJA, FSA
Foundation Anchor
3
WS16, HTS20. HTS24, 4TS28 HTMO, HTS30C
Heavy Tv/ist Straps
F1.410153634113
6
RCKW3, RCKWS 5, RCKW7 5, RCKW3S, RCKVi15.5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrof4 Foundation Plate
4
LaTA30 LSTA36, LSTI49, L ST173, MSTA9, MSTA12, MSTA.15, tAStrA18, MS7A21, M9T.d24
Straps 45 -it (18 ga)
7
SCB43 5, SC045 5, SCS47 5, SCS49 5, SC84/ 1 5, MSC945.5. MSCS47 5
Bypass Framing Slide -Clip Connector
3
GHk66, GH46 8, GH48�: GH48�, GH410�. GH410 . GH86 8: GH66 8. GH68 6, GH88
Girder Hanger
5
LSTA9. Ls: f 12. LSTAI5. LSTA18. LSTA21, LSTA24, STs . 5T2122 Sfi2115. 572215
Straps 3a ma1 {a ga)
Product Model, Number or Name
Product Dtlscrtption
8
SCS32-5197, SC562-5J97. SCS62-5+' 18. SCS82-51118
Bypass Framing Con rector
8, GH610-6, GH610-8
6
L3USH3.25 atISH3 25 MSUBH3 25
Bridging bane-ur
I
A515, AS 1855 AS 18S6
19 as Truss Plate=,
9
SCW3 25, SCW5.5
Head-cf-Wall S1de-Clip, Connectrx
4
GL85A, G1.85B. GL65C, GLB50, GL87A, GL87B. 31.87C GLB7D
Guam Bearing Plats
7
LTP5
Lateral Ter Prate
2
AS 20HS
20 ga nigh Strength T russ Plate
10
SJC8.25. SJC10.25, MSJC8.25. MSJC10.25
Steel Joist Connectors
L�
5
GLST512. GBLT612. GLOT516. GBLT616, 00T520, GGLT820
Gl darn Searing Plana
8
LTS„_ _TS4.6 LTS18, LTS20
Lvint rvfl Straps
3
A3-20
20 ga Truss Plate
11
SSB3 518
Bypass Framing Slide -Clip Strut Connector
Cz
6
HGLBA. HGLBB, IlGLBC, HGLBO
Heavy Gill am Bearing Plate
9
NSTA30 MSTAW. ST6215, ST6224 ST9, STI Z ST18, ST22, MSTC28, MSTC40.. MSTC52
Straps uA mil 06 ga)
4
ASHP
Huge Plaits Connector
12
XLSH34B1414, XLSH7881414
#14-14 Strong-Dnve XLSH Shouldered Siff-Drit Tapping
7
HGT-2, HGT-3, HGT-4
Heavy Girder Todown
10
NSTC68, MSTC78, ST8238
Straps 69 mil f/ 4 ga)
Screws
W
8
UFP10SD53
Universe l Foundation Plate
11
NTS12, MTS18, 1118 MTS20 MTS30, MTS24C, MTS30C'
Medium -wrist Straps
13
X01S1016, X01 B1016-4K. XQ1 S1214- X01131214-3 SK. XQ78S1224, X0786122431(,
#10.16, #12-14 and #12-24 StiortOrive X Metal Self -Drilling,
9
URFP
Universal Retrofit Foundaton Plata
13
SB1 58, SIT31.89, 5/62.06, a 82.37, 5182,56, 5182.38, 63.12, STi3,56, SJ83 62, u164.Of.
S84.12, SB4.28, S164.75, $1&5.50
Top Flange Joist Hangers
FL#15730-R4
XQ114S1224, XQl l4B1224-2 5K XQ112S1224, XQ112B1224.2K. X34t3101e-5K
X1S1010, X18101&4K, X1$1214, X181214-3 5K
Tapping Screws
d
i�`
13
S13AZ1218, SIBA2.12/f0. Sidi 2 SJBA2.12/14, aiEA4.18/8, SIBA4.18MO,
Top range Jost Hangers
yea #
Product Model. Number or Name
Pmduc4 Description
z
SGA4.102, Si'BA4,IW14
I
Er -HP
Adhesive Ancticr for vancrete
14
91H1A
Hurricane'Twi
2
GAC, GDP, GDPM50, GDPIV-75. GDPIvi-100, COPS, GVV 50 G'iN 73. GW 100, GTH
Gas -actuated fasteners and assemblies
15
51-fD86, S1H08B, SMDIOS S+D106, S/HD15S, SA41)15B
Hutdovyns
S
PDPA, PDPA•K, PDPA-MG. POPAT PDPAT K PiNW, PltbVP PINVJP.W, POPAWL.
Povider-actuated fasteners threaded sands, and assembles
18
SiFDU4, Sirl SIHDU9, S/HDU11
Hcfdow»5
F-)ONOVL-MG, PSVL3, PSVL3-K, PCLDPA, PC7CL0PA. PTRHA3, PTRIIA4
-J
17
S'JCT, SMJCT
,Imst Hangers
4
SEET 3G
Adhesive Anchor for concrete
SHEET
NO.
-
August 10 2022
PA 1.3
(D
(D
C__
MIAM XIIAM-DADECOUITTY
>
0
PGT Indusnies. Inc.
PGT Indusuies, 1nc.
C:
PRODUCT C aNTROL SECTION
PGT jaitonie5, Inc.
a) 0_ 0
0
1 IM SW -16 STWI ROMBDE
NOTICE OF ACCEPTANCE: EVIDENCE StMUTED
NOTICE OF ACCEPTAYCE: EVIDENCE SUBMITTED
0-
M _0
DEPART3MNTOF REGULATORY AND ECONOMC RESMALCES (RER) Mix= FlorA313315--'474
SGARDAI_�M CODE AD&UNISTRATIONDMSION 7(-M�Ii-2500 F(�7166)315-.ZIAP
NOTICE Of A( CE PTXNjCE.- EVIDENCE SUB' -%HT TED
4� (1)
NOTICT OF ACCEPTANCE (NOA) W"jW&aWMdqM1K4a#=T
1. Evidence submitted antler preiious N OA
D. QUALITY ASSUKkNCE
0 - Cn
= CZ U)
A. DR-AX%T;GS
B. TESTS (continued)
1. Nfiami Dade Department of Regulatory and Economic Resources (R.ER).
(D
PGT Indus tries, Inc.
1070 Technology Drive.
1. 'Manufactures die draw-trip-s and sections.
5. Test report on 1) Air Infiltration Te.&t. per FBC'- TAS 202-94,
= 0
S_
0 0
North 1'enke. 5
FL 3427
(Submilted under.V0_4 -Vo. 11 -010 04)
2 1 Uniforin Static Air Pressure T6a� per FBC, TAS 2102-94
E. -NL-VTERLA.L C ERTIFICATIONS
= -
Li
SCOPE:
2- Drawing'No. AID-5570.0- titk-d'-Vtnvl Shding Glass Door NOA sheets 1
11 Water Resastance Test. M FBC- TAS 202-94.
1 . Notice of Acceptance No. 1."528.14 issued to Vision Emnnion Lamited for ther
.0 -
C) -+.- I m
This NOA is being issued under the applicable rules and regulations governin theuseofconstructionmaterials. 11w
thrmigh 21 of 2 1 . prepared by ma nifa turex. dated 1 OA);�� 15. with re%:ision A dated
4) Large Missile Impact Test MFBC. TAS 201-94
11'hite RJgid PVC Exterior Extrusions for Windows and Doors-. dated 0&1115.
M C) >
U) -0 E 0
documentatton suttinitled has been reviewred and accepted by Nfiami-Dade Ct6ty RER -Product Control Section to
04, 0_�'l 7. signed and se.*d by A. Lymn I�Mer_ P.E_
D) Cy&c Wind Presstur Loartingper FBC. TAS 203-94
expiring on 0930.19.
U) a) %.-
bevwd =,Nfi=D&& County aW oterunsvitere allmidby the Autonty kim-=xJwrActt=(AkV).
6) Forced Emy Test. per FBC- TAS 202-94
2. Notice of Acceptance No. 16-0920.08 issued to Vision Extmston Ltnifted for thm -VE
C_
I -
This NOA shall not be valid afka the expratlon date stated below The Nitami-Dade CountyProduct Control Secwc
B. TESTS
along with marked-W draw trip and iastalkition diagram of virtyl sliding glass door. prepared
1000 Tan 202 and lighter Shad" (Non-Mlitte) Riod PVC Exterior Extrusions for
C/) <
OnMianuDade Coutity) and'orlhe AHT (in amsother thanNfiamt Dade County) reserve the fight to have this
1 . Test report on 1) Uniforat Static Air Pressure Test, per FBC. TAS 2102-94
by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549, dated 1106,15. signed and
Windows and Doori". dated 1,11-0&116. exTiang on 12,19.,21-
product or mmerial tested for quality asuranceputposes. Lf this product ormaterialfailstopetfotmin ihe accepted
2) Large Missile Impact Tesi pef FBC- TAS 201-94
sialed by Idalmis Ortega. P. E. (Test repoft reNised on 12 '04 �,'l 5 and 021" 11 �'I 6)
3. Notice of Acceptance No. 1-"52&15 issued to Vision Exmwn Lunited for tbm
g and the AM may immediatelyrev oke. mo dif�% or
MaDtlef.themanufa erwiUiacurtheexMseofmichteritins
I
3) Cyclic Wind Pressire Loading per FBC- TAS 203-94
6. Test report on 1) Air Infiltration Test � per FBC- TAS 202-94
-Brown Coated (Painted or Laminated) White Rigid PVC Exteriw Extrusions for
suspend the use of such product or malenal within their jurisdimon. REk reserves the right to revoke this
along with matked-up drawings and insiallation diagram of vinyl sliding glass door. prepared
2) Unffonn Static Air Pressure Test. per FBC. TAS 202-94
Windows and Doors". dated 0&113. i 15. eqnring on 09.30.1 9�
acceptance. if it is detemmined byNfiams-Dade CountyPtoduct Control Section that this productormsefial falls to
meet the requirements of the applimble building code-
byFenestration Testing Lab- Inc- Test Report No. FT1 8117. Aated 12-10T 1 _5� signed and
202
3) Water Reswance Test. per FBC- TAS - -94.
A Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestr2tion Sollitions USA -
This product isapprotred as describedhesemandhas been desiped tD conViyurith the Florida Building Code.
sealed by Idalmis Ortega. P. E. (Test report revised on 021-5:16 and 02 24"16,)
4) LargeMissike IlWact Test per FBC. TA S 201-94,
Inc. for their"TAN 3040 and Lighter Shades (Non-Allfte) Rigid PVC Exterior
including the Hig Velocity Hurricane Zow-
2. Test report on 1) Air Infiltration Test- per FBC'. TAS 202-94
5) Cyclic Wind Preswre Load 1-1117 per FBC. TAS 203-94
Extrusions for M"indows and DooW dated 09115 ) " 16, expiring an 02,`04;211 -
DESCRIMO-N-: Series 557W_"0- A'inyl Shiling Glass Dow (Rtinforced)w!wo909& 119'earnemLAU.
2) Uniform Static Air Pressure Test- M nC- TAS 202-94
along with marked -up drawings and msqallatiou d ia-gram of i-myri stiquig gins door, prepared
5. Notice of Acceptance No. 1"712.04 Waied toENERGI Fenestration Solutions USA,
-AL -MEN-r: Drawing No. MD-5370.0 Rev B. titled VuM Shdm
.tPPROA DOCT g Glass Door NOA (LNO shees
3) Water Resistance Test. per FBC. TA.S. 202-054�
bv Fenestration Testine Lab- Inc- Test Report No. Fn 8-5,52- dated 1104 15- signed and
Inc. for ther -Bronze and Lighter Shades of Cap Coated Rigid PVC Exte6or
1 through 21 of2 L prepared by manxbctum� dated 10:05; 15 and LW reviwd on 010 1 �,2 1. signed and sealed by
4) Large Missile Impact Test per FBC. TAS 10 1-94
-
sealed by Idalmis Ortega. P. E� (Test report revised on 0_1� 15,2016)
E itrusions for Windows and Doors"' dated 09 15 16. expiring on 04," 16'20�
A. Lynn Mer. P.E.. bearing the Nfiami-Dade CountyProduct Control Re%%sion shuW with the Notice of
5) Cyclic Wind Preswre Loading per FBC. TAS, 203-94
T Test report on 1) Uniform Static Ar Presswe Test. per FBC. TAS 202 -94
6. Notice of Acceptance No. 1"712.03 snied to ENERGI Fenestration Solutions USA,
"'"like ions
Acceptant: e nutuber nod expusm due by theMami-Dade County Noduc t Comol Section.
6) Forced Entry Test � per FBC . TAS 201-94
2) Large Missile Impact Test per FBC. TA S, 201-94
Inc, for their Rigid PVC Exterior Ein -usi for Windows and Doors" dated
MissmE NPACT RAmG: Large and Small Missike Impac r Resistant
along with marked -up drawings a�d installation d tagram of vinyl sliding glass door. prepared
p
3) Cyclic Wind Pres-sure Loading per FBC'. TAS 103-94
-
0911 0A 7. expirins on 02,28118.
Liwitarions�
by Fenestration Testing Lab. Inc.. Test Report No. FTL 8546. dated 11 `06 15. signed and
along with niuked-up drawings and installation diagram of imyl sliding glass door, prepared
7- Tea reports No(s). 10-002-792(A). 10-06-.MO527. 535753-09. per ASTIVEE-84.
I � See table I (sheet -ff i and table 2 (sheet�) forapplicablt SOD unit sizes. desLgn pre-ssives. rewfotcements types.
s�aled by Idalnus Ortega- P_ E� CTest report revised on 0104 16 and 02 11 '20 16)
I
bv Fenestration Testi" Lab. Inc.. Test Report No. FTL 6638 (samples A -I thruA-22). dated
ASTMD 1929 and ASTNID-63 5. ismed by EXOVA to Vision Extrusion for cellulosic
- -
glass types. -sill nser(see tables B-1 & B-2. sheets'17-8) and awbor layout sheets requirements in I I thru 16.
-
Test report on 1) -Air Infiltration Tes4 � per FB C � TAS -2 02-94
111 9� 10- sined and sealed bv Jorge A- Causo. P. E, (Stibudifed under-VO-4 X0. 11-
composite material.
2- Fji6d White FV�C_ Tan (Nion-white) R*d PVC andBrown coated (Painted or lauumated) white R=d 1`17C to be
Uniform Static Ak Pressure Tes�t_ per FBC- TAS 202-94
0100.04)
(Submiffied under �VO.4.Vo. 11-0107 64)
labeled per rebarenced NOA's requiremetits.
3) W are-, Resistance Test. per FBC � TAS 10
8 Test report on I j Ar Infiltntion Test. per FBC- TAS 202-94
8- Notice of Acceptance No. 14-0916.11 issued to Kuraray America.. Inc- for tbetr
3. Egreis operable dom must comph-with mw clear width or height per FBC requirement as applicable-
4) Large Missale Inipact Test per FB C. TAS 20 1-04
2) Uniforna Static Air Pressure Tea. per FBC. TAS 20-1-94
-StutryGlast (Clear and'"Itite) luterlayer-. expiring on 07,04118-
4. Pocket walls under separate -approval to be reviewed by Building official
yrhc Wind Presmre Loading M FFBC TAS 203-94
5) C, -
3) Water ResAstanct Test. per FBC, TAS 202-94
9. Nouce of Acceptance No.,16-1117.01 ts�, to Kuraray America. Inc- for their
LABELrZG: Eachust shall bear a pennanent label with the ma=%&ctusw% name or loeo. city. state and series and
6) Forced Entry Test. per F K. TA S 2 0 -1-94
4) Large Missile In4xict Test per FBC. TAS 201-94
-Trosifoll "traclear. Clear and Color PVB Interlayers". eq)iring on 07,08-19.
following statement: 'Maim-Dede Counry Product Contral.Approved". noted here=
along with marked -up drawings and asiallation diagram ofroxyl sliduig glass dm. prepared
-5) Cyclic Wind Pressure Loadagpef FBC'. TAS 203-94
MEN-Ew.41 of thisNOAstiallbe cmmderedaftera reamil application has beenfiledand there hasbeenuo
by Fenestrat ion Test* Lab, Inc .. Test Report No.Y TI. 85 47. d at ed 12,, �04 ��'I 5 � signed and
6) Forced Entry Te sit. per FBC. TA S 202 -94
F STATEMINTS
change in the applicable building code negatively affectinp the performance of thri product
(Test rep ort rev. ised on 021 15 16)
sealed by Idalmis Ortega� P E� t�
along with marked -up drawings and tastallation diagram of vinyl sliding glass dooT. prepared
1- Statement Letter of conformance with YBC---;* Edition (2014) =0 FBC-61b Edition
TER-NUNATION ofthis NOA will occur after the e-%piratica date or if the* hasbeen a revium or change in the
4 Test report on 1) Airldiltration, Tes4. per FBC. TAS, 202-94
by Fene�wation Testing Lab� Inc- Test Report No. FTL 6337 (samples A-1 thru A -ill. dated
(2017). tsswd bv manufacturer,. dated M14117, stgned & sealed by Lynn Nfilktr. P.E_
matenals. use. andiot manufacture of the ptoductorpfocess..N%�.use of this NNOA as aneadol-sement of any product.
�, Uniform Static AAr Pressure Test- per FBC- TAS 202-94
2)
12,0640, signed and sealed by Jorge A. Causo. P_ E. (.50"ritred underNOAX0. H-
)_ stat letter of no financal iote". dated 04/19,17. smied by mawfacturef. signed
foTsales.a&'em' ='got any otherpurpo6ei, shall automatic ally*nninate this N30A. Failure to coaplywah any
3) Water Resistance Tesi. per FBC� T--',S 202-94
010109)
& sealed by Lynn Miller. P-E -
wtion of this NOA shall be c ause for tennination and rnnoval ofNOA-
41) Lug MsWe Impact Test pef FBC_ TAIS 201-94
3. Letter of lab compliance. part of the abo%v test reports.
.A.MERME-NENT: The NOAnutnbet precededby the wordsMiami-Dade Counry. Florida. and followed by the
5) Cwhc Wind Prmwe Loading per FBC. TAS 203-94
C CAL C UL ATIONS
4. REK Test Proposal No. 17-038 7. dated 05,0517. signed by Ishaq Chanda. P.E.
expiration date maybe displayed in advertising htftature� If anyportionof the NOAIS displayed. then it shall be
6) F�rced Entry Test I per FBC 1. tiS 2 021 -94
1 Anchor verification calculations and stnxtural aaah-sts, complying with FBC-2014,
done in It entiverv-
along with niarked-up drawings and aciallation diagram of -vmvl sliding glass dom. prepared
*1
prepared by PGT_ dated 1109� 1 5and last revised 01 15,16- signed andsealed by
on
G. OTHER.
LKSTEMON'. A copyof thisentizeNOA shall beprovided to the user by the manutictumror As &suftim and
by Fenestration Testing Lab- lnc� � Test Report No. FTL 8548. dated 1 -04 �, 15 � signed and
krithony L. ?Vhller. RE . (Subinitted underNO-4 V0, 15-1210. 01
1. Notice of Acceptance No. 1-5-1210.01. isssuet! to PGT Industries. for their Series
shall be available fbr inspection at thelob site at the request of the Buildwg Ofticlat
seakedby1dalmisOrTega-RE, (Test
Gluing complies with ASTME- 1 300-09� 1
"557012770" Vinyl Sliding Glass Door (Rddorced) - LM J:*. expaing. on 04/14-21.
This NOA revises & renem'NOA N.10-0429.05 and comists of this page I and e-,zdeucepajes E-1. E-2_ E-3. E-4.
E-5 & E-6 as well as approval docunient mentioned ab(n-e.
1-.haq I� Chmuda. P1.
Ish2q 1. Chauda. P.E.
Ishaq L Chmads, P1.
The suboutted documnation was reviewed by Ishaq L Cha nd2. PJE.
Product (ontrol Unit Sup-ervisor
Product oncrol Unit Supervisor
Product Coawol Unit Suparvisor
NOA No. 21-0'.09.03
N'OA No.
NOANO. .11-0.10g.03
'NOAN-0. .11-0.105.03
MAMFOADE ExpirationDatet Apri114.!0!6
Expiration Daw. April 14. ZO:6
Expiration Date: April 14.202.6
Expiradoa Dare: April 14,210.16
It-, 2021
Approval Dat#Alarch Z
F *1
Approval Datt: M.3rch 2-S.N.
Approval Date: March Z. 20.11
AWora, I Date: March 1.9, 2021
Page I
E-1
E
IE -3
PGT luft wies. Inc.
CGI Windows and Doors. Inc.
FGT Industries. Inc.
NOTICE OF ACCEPTA'NkE: EVIDENCE SUBIMTTIED
-NOTICE OF AC CEPTANCE: EVIDENCE SUBA-UTTED
N.'OTK E Of ACC EPIANCE: EVII)ENCE $UBN.UTE
2. Eildence Submitted under previous submittal
E. '-\LkTERLAL CERTIFICATIONS (continue)
A. New Eildence Submitted
5. Quanex Pan Super Spacer Standard complying with ASTNI C5 IS Thein:ial Conductivity
A. DRAMTMS
0-881 3TU-iw hr. -ft'-- 'F. ASTNI f 1249 WNITR-Pass. ASTM D3�985 Oxygen -Pass. ASEN4 E
A� D RA 11'17� G S,
1. Drawing No. A.M-55770.0 Rev B_ titled Slidtagg Glass DoorNOA sheets
2190 LG Dwabihtv-No Fog -Pass. (Submined nuderprevIeus N0_4 A_o.J154409.05)
1. Drawmg No. MID-5571 0.0 Rev B. titled -Vinyl Slidme GL-v�s Door NOA (MM)". sheets 1
I through -2 1 of 2 1. prepared by manufacturer. dated 10:0 5; 15 and Iasi reNised on
througli 21 of 'I. prepared by annufacnirer. -dated 1&0� 1,� and last revised on 02,012 1.
U)
04 1-21,20. signed and sealed by A - Lynn Miller. P.E.
6. Quanex Part Duraseal complying with ASTNM C-518 Thermal Conductv.-ity 2.22 BTU -in.
simed and sealed bv A L-,mn Miller. R E
i -
hr--ft:-'F. AST' 3-1 F 11-49 W`%--TRPass. ASTM D 1434 Areon Pmi =Ce'Pass� ASTM E
-
Note: This revision cousists replaceami of _s,� e-usting installation scmw with flat head-
B. TESTS
2189 I.G Durability -No Fog- AST-M E 546 Dew Point Devellopuwnt -201F in 4S lin.
1. Test reports on: 1) Air Iufiltration Test. per FBC. TAS 202-94
(Subinitted uneerN0A.Yo. 15-0409.05).
'I
-1) Uniform Static Air Pressure Test, Loadiagper FBC. TAS 202-94
Vism Extrusions- Ltd- Parts comptylng with PVC-AA.X1A 303 -13 - Voluntary Sp&cification
B. TESTS
'None
3) Water Resistauce Test. per FBC. TAS 2102 -94
for Rigid Polyvinyl CVoride (PN7Q Exterior Profiles for Vision F_xtoastoui, Ltd.ATEX-1 by
1.
4) Large Missile Impact Test per FBC_ TAS 201-94
_AA.XLA Fenestration Exterior Profile Certificatiou Program. (Subut itfed underA70A Na M-
5) Cyclic Wind Rresswe Load mg per FBC. T.A S -103 -94
0409.05)
C CALCULATIONS
along with marked -up drawings and installation diagnan of all PGT Industries, Inc.
8- Vision Extrusions- Ltd Pans coniplying with PVC -AA-XIA, 303 -13.
1 None
representative units listed below and tested to quahf�, Dowsil 701 and Dowsil 983 silicones.
(Snbuthred underNOAA-o. 13-0-109 Oi)
D SSUR-ANCE
prepared by Fenestration Testing Laboratory. Inc.. Test Reports No-
9 PVC -A -AMA 303-13. Voluntary Specification for Rigid Poh-�Mivl C Woride (?\�C; E.-eerioT
I
QUALITY A
C_
FrL-n,9'y, PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated M,03,14
Profiles for '%,won Extrusions- Ltd --V=-I bv A.V,,IA Fenestration F-menor Profile
1. N-fiami-Dade Department of Regulatory and Economic Resources (.RER).
U)
FTL-M-21071.1. PGT SGD780 Alurnimun Sliding Glass Door (unit 7 in proposal) FTL-20-
Certification Proomn
2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20-
M Notice of Acceptance No, 18-1217.14 issued to Energi Feuestration Solution- USA- Inc lfor
E . '_%L-1TERLA.L C ERTIFICATIONS
-ice
co
21077.3. PGT PA7,620A Aluaiinurn Fixed Window (unit 9 in proposal) and M-20-2107.4.
their -Tan 3040 & light -shade (non -white) White Rigid PA-C Extejior Extrusions for
1. Not of AcceptauceNo 19-0305.02 issued toKurarayAmerica, Inc. fortheir
>
PGT M77610A Aluntiam FixedWindmv (unit 10 in proposal) dated 07:13,'20. all signed
Windows and Doors*'. expiring on 01,04'_1 1.
-Trosifolf Ultracleat, Clear '. and Color PVB Glass Interlavers". expiring on 07,08,24-
MAR -2
0
and sealed by Idahnis Ortega. P1_
11 Notice of Acceptance No. 1"122.02 issued to Energi Fenestration 13-ohition- USA. Inc. for
2 Notice of Acceptance No, 17-0808.02 issued to Kurarav America. Inc. fortheir
their sele S Allite Rigid PVC Exteflor Lin-usions for Windowsand Door--.'-- expiring on
"Sentri-Glast, (Clear and %Alfite) Glass Intertayers. expu'rm"g an OT041�23
>
C". CALCULATIONS
71
02,28-23
3 Notice of Acceptance No 18-1106.10 issued to Vision Extrmlons Limited for their -Browu
0
L Anchor verification calculations and stnxtural analysis. complywg with FBC
12, Notice of Acceptance No- 2"203.03 issued to Enerat Fenestration Solution. USA- inc, for
Coated (Painted or Laminated) White Rigid PN'C'Exteiior Ein,usions for Windows
Virtual Review
Edition (2020). dated "22120, prepared by manufacturff. signed and sealed by
their -Bronze & light shade cap coated White Rigid P%-C' Extetior Extrusions for
and Doors-- expiring on 09 30 � '14,
Plans Re i Assist lqc.
view
44
Anthony Lynn Nfiller. PZ
Windows and Doors-. ex.p=g on 04,16.251
4 Notice of Acceptance'No 18-1106.11 if�sued to Vision Extrusions Limited foT their series
for COMPlet ed 8nd appro
Compliance with
__3
2. Glazing complies with _ASTM E1300-04. -09. -12 and -I&
"VE 1000 Tan 202 and Ughter shades (-Non-White) Rigid Cellular PVC Exterior
thL
, 2020 FRC 7th
by Oehr, Anne ition
_0
D. Qr.ALrrY ASSMACNCE
F. STAMMENTS
Extrusions foulAindows and Doors--. expiring on 12.2101,�'_)L
Klah, pX2 0
0
Miami -Dade Department of Regulatory and Economic Resources OUR)-
L Statement letter of conformance to FBC' 11h Edition (2020). dated 04-22-210. issued by
manufacturer. signed and sealed byAnthonv L-mn'_Miller. P.E.
F. STATE- NTS
MEN
'NIATERL4,L CERTIFICATIONS
2. Statement letter of no firiancial interest and of independent. issued by manufacturer- dated
I Siatement letter of conformance to FB1C 7' Edition (2020), dated 021? 01�21. issued by
W
1. Notice of Acceptance No. 19-0305.02 issued to Kur;tray America. Inc. for their
04 4 8,20. signed and sealed by Authony Lyrta Mllff. P 10
nonufacturer. signed and sealed by Anthony L=.Millff, RE.
U)
-Trosifolt 11traclear. Clear. and Color PA-B Glass Interlayers. expiring on
3� Private Labeling Agreement document between PGT_ dated 03,30,15 and signed by all
2 Private Labeling Agreemerit dated 03,,'0&21 ben-veen PGT Industries, Inc. and CGI
CZ
07,0&'24.
involved parties.
Windo,%vs and Doors Inc, signed by Dean K Ruark-. P.E.. V.P. Engineering. on behalf of
co
2. Notice of AcceptanceNo. 17-M3.02 L%iked toKuraray America. Inc. forther
-Sentn-Glast
both companies.
K lear and N%bte) Glass lnterhyel-8� apff-m- on OT04:23.
G. OTHERS
3. Notice of Acceptance No- 18-1106.10 issued to Vision F_xtrtnions Limited for their
-Brown
L TItis-N-OA re-%1ses N_-0A# 17-042 0.06 t`PVT w CGI) and updates to FBC 2020 (7 "Edition y
G. OTHERS
Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions
expiring 04,2) 1;21
1 This NOA revises & renews -NOAI'. !0-0429.05 t,`PLAw CGI). e.Viring 04,14-26
for Windows and Doors-- exTiring on 091-30-24.
Z RER Test proposals 49-1155 dated 01 10`20 approved by Ishaq I Clianda. P-E. expiring
2. The cwTear associated PLk C GI fdex21-020.5.01- expumg 0414,�26.
4. Notice of Acceptance No, 18-110,6.11 issued to Viuon Fxtnisim Ltrimed for their
04 14;2 1.
LU
series -A'E 1000 Tan 202 and lighter shades (Non -White-) Rigid CeHuLv- PVC
Exterior Extrusions forAludows and Doors'*. expiring on 11129,21.
<
Ishaq L Chan&i. P1,
hhAq L Chauda. P1.
I.-hact 1. chanda. P1.
Product Couttel Unit Sup+rvisor
Product Control Vuh Sup#rvilor
Product Conwol Unit Suptrvisor
NOA No. '2I-Q'0;.03
N*ANO, !1-020-*.03
<
N,'OA No. :1-020jft.03
Expiration Date-. Apil iv.,0:6
Expiratiou Datt- April 14.202 .6
__j
E xpira tion D2 to: April 14, Z 02 .6
Approval Da io:'March ' F. ' .021
Approv.-d D2-t*-.March
a_
Approval Date: March 26. :02 .1
E
E -6
E 4
SHEET
NO.
August 10, 2022
PA 1-
__M
40
(D
(D
T
0 �-•
MIAMIADADE MIAMI-DADF COUNTY
PRODUCT CONTROL SECTION
L_
(D � 0
Q_ 0
fZiiiW
Cast -Crete USA, LLC
Cast -Crete USA, LLC
Cast -Crete USA, LLC
N
CU -0
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4__J (D
Cf)
Cz _Cz
NOTICE OF ACCEPTANCE (NOA) w-ww.m ism idad&Lovteconomj�
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 12-0209.12
5. EVIDENCE suBmn'TED UNDER PREVIOUS APPROVAL # 14-0903.03
0 -0
0 0 -
L_
Cast -Crete USA, LLC
6324 County Road 579
DRAWINGSA.
DRAWINGS
A. DRAWINGSSeffner,Florida
0 0- = �'�A-
33584
1. Drawing No, FD4612, titled "Precast and Presiressed Lintel Details", sheet I qf 1,
1. Drawing No. b'D4612, titled '7'recast and Prestressed Lintel Details". sheet I cf
1. Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of
0 —
M A M
prepared b - i,1 Craig Parrino, P. E. dated March 24, 2003 and Drawing No. LT4612, filled
1, prepared by Craig Parrino. P. E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT461Z titled "Cast -Crete 4 ", 6 " & 12
c)
0 >
SCOPE.-
"Cast -Crete 4 ", 6" & 12 " LintelSafe Load Tables ". sheets / through 3 of 3, prepared �y
L T461 2, titled "Casi-Crete 4 ", 6 12 - Lintel Safe Load Tables ", sheets I
Lintel We Load Tables", sheets I through 3 of 3, last revision dated 0611214, all
0
(D "
Ibis NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P. E. dated March 24, 2003, Iasi revision P I dated April 28. 2003 both
ilwough 3 oj'3, prepared ky Craig Parrino, P. E., dated .warch 24, 2003. last
prepared, signed and sealed by Craig Parrino, P. E, on 08119/14.
U) 0-
U') CU
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino, P. E.
revision datedMarch 11, 2008, all signed and sealed b Craig Parrino, P.E., on
Y
_+_�
Section to be used in Miami Dade County and other areas where allowed by the Authority Having jurisdiction
B. TESTS
March 22, 2012.
B. TESTS
•C/)
(AHJ).
1. Test report onflexuraltesting on 4 ". 6 12 " Precast Concrete Lintels Filled and
I . None.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel specimens, per AST11 E-529- 94, prepared
B. TESTS
C. CALCULATIONS
Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
by Applied Research Laboratories, Re poet 304044, dated 04110103. signedand
1. None,
1. Calculations for Cast -Crete Lintels, dated 0871912014, pages 14,201 through 14.236,
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
sealed by Chrislopher.4. Haman. P.E.
C. CALCULATIONS
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E.
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product •
or material within their jurisdiction. RER reserves the right to revoke
C. CALCULATIONS
1, Vone.
D. QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade Courity Product Control Section that this product or material
1. Calculations or Cast -Crete L intels. dated 05129103, 20 7 pages, prepared hY Craiiz
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
v Craig Parrino, P. F.
Parrino, P.E.. signed and seated by
I . By Miami -Dade Count), Department of Permitting, Environment, and Re,gulut( )ry 4ffairs.
d
2. Calculations for Cast -Crete Lintels, ated 05129/03, 140 pages, prepared bY, Craig
E. MATERIAL CERTIFICATIONS
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrino. P.E.. signed and sealed by Craig Parrino. P.E-
E. MATERIAL CERTIFICATIONS
1. None.
Zone of the Florida Building Code.
None.
DESCRIPTION: (Cast -Crete) 4". 6" & 12" High Strength Precast and Prestressed Concrete Lintels
D. MATERIAL CERTIFICATION:
11.
F. OTHER
APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on jklay 1.
F. OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12"
2002.
1. Letlerftom Cast -Crete Corporation dated Februaty 03. 2012, signed and sealed
Parrino, P. E, certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003. last
2. Cast-(. rete Quality System Almival,lbr Prestressed Products dated 2002.
by Craig Parrino. P.E., certifying compliance with the Florida Building Code, 2010
revision dated June 12, 2014, all signed and scaled by Craig Parrino, P.E.. on January 22, 2019, all bearing the
Edition.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
date by the Miami -Dade County Product Control Section.
A. DRAWINGS
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1, None.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
L, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of' 1.
A. DRAWINGS
LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L T461 2, titled
1. None.
B. TESTS
County logo.
"Cast -Crete 4 ". 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
1. None.
Craig Parrino, P.E., dated NAirch 24, 2003, Iasi revision dated March 11. 200,N,
B. TESTS
W
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
C. CALCULATIONS
change in the applicable building code negatively affecting the performance of this product.
B. TESTS
1. \'one.
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, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
C. CALCULATIONS
Arone .
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
1. None-
D. QUALITY ASSURANCE
E. MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
D. QUALITY ASSURANCE
1, Ely Miatni-Dade ounty, Department of Regulalor,vand Economic Resources (/?E.�).
L. None.
the expiration date may be displayed in advertising literarare. If any portion of the NOA is displayed, then it shall
1. By Miami -Dade Counn, Building Code Compliance (?fflce-
be done in its entirety.
E. MATERIAL CERTIFICATIONS
F. OTHER
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E. MATERIAL CERTIFICATIONS
1. None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
shall be available for inspection at the job site at the request of the Building Official.
1. None.
Crete USA. Inc., dated 0810817 7, signed & sealed by Craig Parrino, P. E.
This NOA revises NOA 1$ 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and
E-5 as well as approval document mentioned above,
-3AHeirny A. Mat. P.E„ M.S.
-/Melrny- A. Makar. P.E., M.S.
C��,'41elmy A. Makar, P.E., M.S.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
I
Pro(Tuct Control Section Supervisor
NOA No. 20-0630.15
Product Control Section 'Supervisor,
NOA No. 20-0630.15
Product Control Section Supervisor
NOA No.
NOA No. 20-0630.15
20-0630.15
MIAMN)ADE COUNTY Expiration Date: 09/11/2023
V
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Approval Date: 08/2012020
Approval Date: 08/20/202C
Approval Date: 08120/2020
Approval Date: 08/20/2020
Pagel
E- I
E - 2
E-3
Cast -Crete USA, LLC
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
A. DRAWINGS
1. None.
1. Alone.
B. TESTS
B. TESTS
1. None.
1. None.
C. CALCULATIONS
C. CALCULATIONS
L None.
1. None.
D. QUALITY ASSURANCE
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Econoinic Resources (RER).
1. ByMiami-DadeCounty Department of Regulatory and Economic Resources (RER)-
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None.
1. None.
F. OTHER
F. OTHER
C_
L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
1. Compliance Letter with the Florida Building (,'ode, 2017 Edition, issued b * v Cast-
Z
U)
Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P.E.
Crete USA. Inc., dated 08108/17. signed& sealed h1v Craig Parrino, 11, E,
Cz
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
Compliance Letter with the Florida Building Code, 20?0 Edition, issued byCast-
>
A. DRAWINGS
Crete USA, Inc., dated 06"I 1120, signed d, sealed b.), Craig Parrino, P. E.
MAR
CZ
0
L
L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
2 2073
>
0-
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
L T4612. titled "Cast -Crete 4 ", 6" & 12' Lintel Safe Load Tables'; sheets 1
0
CL
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, Iasi
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on
2019.
January 2, 2
0
=3
Virtual
B TESTS
Review Assist 1 C.
Plans Review completed an�
for compliance roved
_0
0
1. Alone.
With the 2020 F8C 7th Edition
by Debra Anne
Klahr PX2300
C. CALCULATIONS
1. None.
C/)
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
<
1. None.
F. OTHER
Cz
I. Article of Conversion for a name change.
o
Cz
Id
lw�
UJ
CAielmy A. Makar, P.E., M.S.
Flelmy A. Makar, P.F-, M.S.
<
Product Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
Expiration Date- 09/11/2023
Expiration Date: 09/11[2023
Approval Date: 08/20/2020
Approval Date: 08/2012020
_J
E - 4
E-5
a -
SHEET
NO.
August 10, 2022
PA 1.5
-- - - � I I [I I T ---.a- I— I I I I
E IIIIIM
./' . =
Z I ILI ECO ir4cI,
I INX
TILLrT TIESiTING & ENGINEERING COMPANY
'iij�4 ------- ---------- ------- ------ ------------ -- --
� -TRR A TILLIT, JR., P.h, - �� 4-:r
FIL CA L4--NA XAI
PRODUCT EVALUATLOR RIE—FOR
REPORT NO.: 20-0728.01
1
DATE: July 28, 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUFI-CATEWRY- Stonn Persells
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
.
MANUFACTURER: Ok"PloteallortPrixIiI
4800 S.W, 51 Street
Davial. %rida33314
1.YAXWQSF-DF- —EVALUATION �
This is a Product Evaluation Report issued by Walter A. Tilll% Jr., P.E. (System
I'D # IROO) to the Global Protection Products, LLC, Rule Chapter No.
61 G20-3, Method I D of the Florida Department of Business and
Pr011iessional Reiglilletion.
This Product is being issued an Evaluation Report as described herein, and has
been verified for compliance In accondancie with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product Is for the purpose Inliendod
at least equivalent to that required by the Code.
Tlf* Product Evaltilation Report shall be subject to review and revision In case of
imitations and conditions
t --- .
!;Tiy&uATPON ocicumiENT (&Laj;
Drawing Me. 20-176, tilted "20 GAGE GALVANIZED STEEL STORM PANEL",
sheets I thn) 26 of 26 prepared by Tilteco, Inc, � signed and sealed by Wafter A.
Tlllit� Jr., P, E.; dated 0712812020. This drawing Is an integral part q&I
Evaluation Repon, I I
0 0,01 lorp,
. �-��!R k tQl%
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- -v ,- �s ' �, 0 � CENI S
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6.1,S5N.W.36thSftve�.SAdte3O5,Miart2i,Ftorid&33166-Phote.(W5)871-J53 - It firlift.; I10 -1
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P-LIDDAICI-UALU&IIQN"DRI,Uit-lo--r-Z= 2
2,2-TEtT RE P 0 RT S -
Large missile fripact and fatIgue load tests were performied under Prollocols TAS
201, 203 as per section 1626 of the Florida Building Code, Unlionnstatic loads
as per TAS 202 PictOloidir Test re.pods prepared by Hurricane Engineering &
Testlng� fric., Reports # 96-569 dated OSIC9/1 -Q96, #W-570 dated 0911811996.
#96-T30 dated OW2011996, all three signed and sealed by Hector M, Medina.
RE., Fenestration Testing Labl)ralory, Inc- reports # 2032 dated "MIN1998 and
02126 dated 10/061998 witnessed by&lban Diamond, P,E andReportNo
0219,01-09, dated March 4,2009, signed and seated by Edmundo Largaospada.
P E, and Henry Hattern, P.E.
Tensile test report No. PCM-197 Ily QC Metallurgical, Inc., dated March 13,200J,
signed and sealed by Frank Grate. RE
2,14TRUCTURAL ENGINEER1Ng_CALCA)jLA11,QR$-
On 20 Gage Galvanized Steel Stort'n Panel for maximum paml length vs. design
wind load, as well as maximum anchor spacing vs. design I'Vind load and panei
length based or. raVzonal and comparative analysis, and An accordance with
section 1616 of the Florida Building Code, C,a;cuiatlons prepared by T'ifts"COL lhc�,
dated I I)MOS and OX12115i signed and scaled by Walter A. Tilldr Jr�, P E
3-MJ SSILE - I M P ACT-RESN-Til-
Large missile impact under 3ection 1628 of the Florida Building Code, as Der
TAS 201 Protocol
4. VAND LOADS RE_*��-
.
20 Gage Gaivanized Steel Storm Panel has been verified to sustairwind
pressures Maximum panel length shall be as Indicated on sheets 8, 10, 14, V-5,
I e� 19� 21, and 26 of 26 of Product Evaluation Occurnient(P F.D,), drawing No.
20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 110, 1 1,
14, 15, 17, )a, 19, 20 25 " 2Q5 o! 25, of Product Evaluation Docurwirt (P'ELD-),
drawing No. ".176.
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 7, 1 0 thiru 20, 23, 24 and 26 of 26, of Product Evaluation Document
(P.E.D.), drawing No, 20-176, Nfinimum separation to glass shall be as
indicalted on sheets 8, 14,16,25 and 26oi 26, of Prodial Evaluation Diricurnent
(R E DJ. drawing No. 20-1 16.
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Q-W9 - 11116TI-CS AND SPECIFLGATtONS�
Shall be rictly in accordance with General Notes and Components indicated on
sheet 1, 2 and 22 of 26. of Product Evaluation Document (PrE�D�), drawing
No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
26, of Product Evaluation Document (RE.D.), drawing No. 20-176.
7. L]MffATLM_AND-C-ON.DJTION$,OF-M-$-F�,
7.1. Shall W strictly in compliance with General Notes No. 1, 8 III 14, indicated
on sheet 1 of 26, as well as General Notes # I trifu 4 and I I III 16, indicated
on sheet 21 of 26 of Product Evaluation Document iP E� D-), drawing No. 20-1 76
prepared by Irifteco, Inc. and signedand sealed by Waiter A Tillit, Jr,, P.E
7,2. Product may be installed withIn HIGH VELOCITY HURRICANE ZONES as
defined on sectbin 18210.2 of the Flonda Building Code.
7�3. Product shall only be install" into pourtid concrete. concrete block, and
wood frame structures -
Product Evaluation Report prepared by Walter A- Tdlii� Jr.. P.E. (Florida License
No, 44167), President of Tiltelco, lnc� (Flodda CA-00,%719).
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REPORT NO, -. 20-0727-02
DATE; July 27, 2020
PRODUCT CATEGORY; shutters
PRODUCT SLIB-CATEGOIRY: Storm Panels
PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER: %ob"T0"Aloft P.nQduiA&, LIAC
4800 S.W. 51 Street
Davie, Florida 33314
1. PUR OSE OF EVALUAI
This is a Product Evaluation Report issued by Wafter A. 171111t, Jr�, P.E. (System
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
61 G20-3, Method I D of the Florida Department of Bust ness and
Pincifessional Regulation.
This product is being Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2C20 Seventh Edition of ths
Florida Building Code, and to verify that the product is for the purpose intended
at leasl equivalent to that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affact its limitations and conditions
�IUMNPQE smam-17-M
2-1 PRODUCT EVALVAT11214 DQCUMR"X-D-)�
Drawing No. 20-17S, tMed'24 GAGE GALVANIZED STEEL STORM PANEL',
sheets I thru 18 of 18 prepared by rifteco, Inc.; signed and sealed by Walter A.
Tillit, irr, PIE,, dated 0712712020. This drawing is an integ,ko
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PRODMfIEVAIJAAnQN2KWRT140- 2"WX 2
1
'
Large missile Impact load tests were performed under SSTD 12-99 standard as
per section 1600, 1.2 of the Florida Building Code. Uniform static loads as per
Section 1709-8.3. per ASTM E-330, Test reports prepared by American Testing
Lab of South Florida, Report # 0814AI-01 dated 03/11102 witnessed by William
R. Mahner, P.E., Bortz Moroz, P.E, and Henry Hattem, P,E. and Report NcI
0210-011-09. dated February 26, 2009, signed and sealed by Edmundo
Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 1 6091.2 of the Florida
Buildingl Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.01-110� dated November 23, 2010, signed and sealed by Julio E.
Gonzalez, RE.
Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2000,
signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
per OC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
and sealed by Jerry Jaciolianio, P.E. as per ASTM E-8.
7.3�.-STRUC-MRAI-..D(QINEERIN"A"VLATIQW
On 24 Gage Galvanized Steed Storm Panel for maximum panel length vs, design
wind toad, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared by Tliteco,
Inc., dated 1211 8110 and 08127113 (for this revision), signed and sealed by Walter
A. Tillit, Jr., P.E,
3-Mh5SJLF-W-A-C�11T)WCE:
Large missile impact under section I 809.1.2 of the Florida SuAding Code, as per
SSTD 12-99 Standard and TAS 201.
4-ffl-NDLIOAQSJ���
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. loaximium panel length shall be as indicated on sheets 3,9, 10I 11,
12 and i7 of 18 of Product Evaluation Docurrient (P.E.D.), drawing No. 20-176.
Maximum Anchor Spacing shall be as I ridicated on sheets 5, 9, 10, 11, 13 thru 16
and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
24 Gage Galvanized Steel Storm Panel has been vertfled for code compliance to
work as a nort-porious storm shutter assembly, as per SSTD 12-N Standard
itillo"t" "
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EYAL Ull�LRrZWKLNG-UAMA 3
5 MALLABOW
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8, 12 thru 18 of 1 S. of Product Evaluation Document (F.E.D.),
drawing No. 20-173. Minimum separation to glass shall be 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 lillo� 20-176.
6, MATERIAL C -- AN Q 5FF-X-1-F10ATKft%
Shall be strictly in oco ance with General Notes and Components indicated on
sheet I and 2 of 18, of Product Evaluation Document (P,E,D.), drawing No,
20-175,
Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
Evaluation Document (P.E,D.), din ngNo.20-175.
7. - A DJC��N _Qf UM
7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
on sheet I of 18 of Product Evaluation Document (P,E.D.), drawl" No. 20-175
prepared by Tiliteco. Inc. and signed and seated by WalterA. TIRL Jr., RE.
72, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined an section 1620.2 of the Florida Building Code,
7.3. Product shall only be installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A� Tillit, Jr., P.E. floride License
No. 44167), President of TI ItEloo. Inc. [Flarids CA-OD0671 9).
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ENGINEERING EXPRESS
AF
PRODUCT EVALUATION REPORT
Sepamhlr 15, 2020
A s n Number- 17 9.1 R2
iN]
cello
EX Project Number 20.31543
Prodocf Manulaciurer' Alit American Shutters and Glans
manufacturer Address 1540 onna Road
Iadu ar Rtkt D
West Pont Beach FL 33409
Product Name a C7escTtpuon 24ga Gallranized Steel Strum Panelb
Large Misrule Impact Resistant
Scope of Evaluation:
This Product Evahation Report Is being issued no acccxdancer with the fegworl nm of rise Florida
Depattmem of Busmccs and Professional Reguia6on (Florida Budding Constrassiti Rut, Chap4e,
G I G20-3 005. F.A.0 for star! acceptance Per Method I(d) The product rioted above has t36Rn
nos1ed ardror evaluated Ass -srlwr2ed herein to show compliance M/the F a BNikfng Code
Seventh Edition (2020) and Is, lot the purpose Intanded. at least equlvakient to that required by the C41110
Re-evaluation of Ills product shall be requ Ltd lollowhdg pertinent Flarde Building Code muchl4ealtions or
revisions
Substantiating Data:
PR OOUCT EVALUATION 2OC(IMEM
EX drostrai 412D7 3IS43 uDnt1 -Zap - Gatwarazed Steel Storm Panels tWH2 3 VHZ' Nort•Hshineis 1.5
2
prepared by Eng,rustring Eaprlss. signed d sealed Dy Frank Benriarda, P E A an I tegra part of this
Evaluation Report
-
• TEST REPORTS
Uniform staffic structural petition lalsce oar boon lasted In accordance wdh TAS 202 test Standards pat test
r T -17 t t T Inc
e n s t1e -ASG •1S6 Btxl[wate aso
1) Po by n9
Large mrsirsie impact respstatce and cyclic leading performance has been tested in acc anec with TAS
20, and TAS 203 test sta sdao s per Test Deposits) SBT-ASG-17-M by 81ac1 watet Tssang. Inc
4 STRUCTURAL ENGINEEWNG CALCULATIONS
Structural engineering r alwlintions have ttalsn prepared which evaiuste the product bases on
comparative andJot rs@oral analyeas to quaky the torloLNng design criteria.
1 Maxlydm, Allowable Spam
2 fl oNnuum Allow a Spam
3 tAmfftum Glass Separation
4 Anchor Spot -AM
160 SW 12- AvEAUE SUITE 106, DEERFIELD BEAc M, Fc DaInA 313'142
(954)354.0660 1(866) 396-9999
Tt AiNo ENGiNf FRIN G EaPREss.CON
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rttl Amlf,can Shuncrs and (.,lass -'_aka t�afsatllied Styet . 1I4M,n Panel>
No 33% Increase In allowede stress has been Used In the design of this prDduct
Separation horn glazing 16 not iegwrod for ir%`tatlghons onside of wind zone 4 all ewsarival faalibes
Impact Resistance:
Lar1te Impact Resistance ties been demonstrated as evedsnced In provicn ottly listed test repcn(s9, and is
a,:cqun" for In it* erI{aTnledng design of LEAK product
Wind Load Resistance
Tf9s prostatil has been Designed to Insist Wind loads as Indicated in the span scheduki on she
rlrpec'9ve Product Evaluation Document it e entprJeanio; drawing)
Installation
This poiducl shall Be N,stallyd in strict cmiripliance wait as respective Product Evaluation Doctanenl i1 e
engineeWp7 drawng). along vein an components noted thatfor
Product GOrxOAO1t3 shlill be 0I in! T�lnaI SpeC4f1� In that product Uct S re50lCtrvE Pn4tlUCt EvaVuat 7n
Document (I ! a nee chowni
(
Limitations & Conditions of Use:
Use of this prorth ct shalt be in strict au:ordance, with the rospecsve Prnducl Eva)trakOn Document Is a
snpnelNing drawing) as noted herein
a i 'nr -fa Tf
A!1 suppTnfOr� hose slrLidwls shall Go designed � sl all sLga1'ImpoSln lC%3dG a t ahaR DR D r3 d€ ee
listed in this product's respeclIve anchor schedule Host SnruchRe conditions which are not acccormed kx
"w c a nchoi ll "t tie-s 'a6, 'ns i 'i of erect Nt irn6 product . Ea6T3e Iry B sotlaA9u� she drltGV A'1 hit On a s pec t tr ra by gist
pr0T6sivisnal engNcaan
e/ t I E e " r n mi All components which aIa mar !RR n6taRld shah t'r! protected a st .a nsr<I cnnta Hanlon and
pD p8 W � a0
other such damage at sE times
This product has been designed for use within and dAside the High Voiocrty Hutianer Zone rHV1'SZ
Rso,M-'itul IA
y
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lve >N: t
Frank 13cnnard0. PE.
ENGINF-ERING ExPRESse'
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160 SW 12- AVENUE SUITE 106, DEERPIE30 BEACH, FLG4IOA 31442
(954) �54-0660 t (866) 396. 9999
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ALL AMERICAN SHUTTERS AND GLASS �i
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) II
IS IDTI� Uhrl r'J TEI:
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0.
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MAY BE AT , " ...-
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I TYPICAL MOUNT ELEVATION ION
FLEVATI:7N
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-41--c" ARE USED LVFAC14 5ATHFY
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VERTICAL MOUNT
ELEVATION
NOTCHED PANELS)
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ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
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GLASS SEPARATION NOTES:
J T IL 1,A EL' 2 F, M[,1E
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PRQI _.TEC. r4✓_I _ _ hEQ;.a PF[! J
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MAXIMUM ALLOWABLE f N'
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DESIGN PRESSURES: r" `i`
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DESIGN NOTES:
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WO'IT1JE INC NEGATIVE DES]Ii P'fiiPSSQRE ALCQLATED
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5 S d L F PER
FOR USE Tr'I Tti ",iFM
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DETERMINED 1N A CRCJ„NCt VJI$rl A1aL'T: '2 aPiD CHAPTER
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AN H RC O NOTES:
4 ANCHOR SOiEDOLE APPLIES TO ALL PRODIY_TS CERTIFIED HEREIN, BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCTOR STACHHAtIMUM ALLOWABLE SPANS AND PRESSURES lNJtCA D
tN SPAn satEntxE stltu APPLr
2 ENTER ANOitiJR SCHEDUIZ BASED Ur'/ PANEL FA5TENER 5PACffIG- THE FYISTIIG SfR[1CrlrRE
MaTERIAI, • ANCHOR TY'FE SDF=1 CESIGN LOAD GREATER THAN CA EQUAL 7DATTUE DESIGN
ry L ON SNUI'TER AP/0 FIE 'T SPAN THAN E T. SM ER SP6N. ELEOf [aA0 . N RILATE ER G UET 5
CCiNNC.`TtON TYPE RASED G1N APPROPRIATE MOUNTING +7.MCIi1ICJ4 iBEE hlOtrrTING iIETAILs ON
SHEET 2 FORmE IFICA11001 OF lEN PY
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3'PAW FASTENERS" ARE STUDS USED IN CON) UNTTON WITH MOUNTINGEI7RUS10P5 ": fRALX SYUDC•EO AN aLE ETC 6.75" O C PAN FASTENER TA LE VALUESFOR
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4 ANC)M)RS SF314LL at INSTALLED IN ACCORDANCE Ties MTANUFArTIMERS.' RECOMMENDATTONIS.
S. ",19W BLOCK LUST STRUCTURE SHA LA CONK" T O ASTM G54 SLOCIL.
6. P4MRMUM EM DECNR9T SEAL L. BE AS NOTED }N ANCHOR $Lk&DULE
7 MM,DMIM HNNEDMETIT AND EDGE DISTANCE EXCLUDES S7JC�PLAN BR7Or AMO OT
HER WALL
FtNffiI3ESe WAIL HN SNES 59WLt nil t' al P T H T I 8t 1JNElEp NUY OR SH L BE VERI ED B OT ERS U
ApfQIMTEtT T9ANSFSi L. TO 417GT STRUCTURE
S. COMCRELEE A19:1EDP5 NOIfD HEREIN S)1ALL 9E EMBEDDED TO LOCI LY
9 "MERE EXISTING STRUCTURE 15 WOOD FRAMING, EXn5TINGI CONDITIONS MAY VARY. FIELD
VERIR` T W FASTENERS ARE INTOADE(tUATE WOOD FRAPANO MEMSCRS, NOT PLYWOOD. PAUM14G
TO PIYWOCD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES•
10. WHt'Ri ANCMRS FASTEN TO NARROW FACE OF STUD FPAPCNG, FASTENER SHALL SE LOCATED 1N
CENTER OF NOMNAL 2• t 4• jItIN I WOOD STUD ('f.• ®GE DISTANCE 15 ACCEVrABLE FOR WOOD
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SHALL HAVE PMUIP5 PAN HEAD OR HET( HEAD,
ll.RAJWBIi A9]COQ1 ARE DC1ALJNA4ELiM i qLL 101NT5 510-SEr BBRA SS BU9109G
L2 MACHINE S:JtEVAS SHALL HAVE 2f2" MINIMUM ISPIGgCrEPEEN I CIF r-O EADS HRCl THE EASE
ANCHOR AMC MAY HAVE ETIHER A PAN HGADI SiTtB1riOr OR WAFER BEAD (SIDEWALK BOLT U N,O
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8"CEMENT
PLASTER
12 MIL DRYLOK ` CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
4) SEALANT JOINT
'%..
OUTSIDE EDGE OF
WINDOW BUCK
5) SEALANT FROM
WINDOW FRAME
ACROSS WINDOW BUCK
,
AND EXTEND TO
MASONRY
6) TOOLED SEALANT
BEAD BRIDGING
CLADDING AND WINDOW
FRAME
1) SEALANT AT
WINDOW BUCK TO
MASONRY
2) SEALANT JOINT
INSIDE EDGE OF
WINDOW BUCK
WINDOW FRAME
ATTACHED
PER CODE
REQUIREMENTS
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SiLL.
SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
314" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
-V" SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
"^ WEATHER
JE BARRIER &
IARILY SECURE
WOOD FRAME CONSTR,
EXTERIOR SELF -ADHERED FLASHIN
SHEATHING BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISmVE O
BARRIER SEAL TOPS OF JOISTS
UNDER DECKING
ED FLASHING (SEE DETAIL WP07)
HEAD FLASHING TIE-IN INSTRUXTIONS:
1. Cut, fold up 8 temporarily secure weather
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under ��
weather resistive barrier
3. Fold weather resistive barrier back over head 2
flashing and seal with tape
SELF -ADHERED FLASHING Scale: NITS
FLANGED WINDOW WP0 1
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
S
DO NO'
BOTTO
Fl enir_i
SELF -ADHERED FLASHING
HALF ROUND WINDOW
ure�rluui
SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING
EXTRUDED SHOULDER DECK JOIST
SELF -ADHERED FLASHING 2x FRAMEWALL
PRODUCTS DETAILS TILE FINISH
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail instructions
Refer to the number marked as # in each detail that corresponds to the
numbered items in the list of instructions below:
1. Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of Installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
1/2" DUROCK-
8" CMU --
4"OR8"CMU
(PER SEAT DEPTH)
FILL WiTH GROUT -
SLOPED MUD BED
VINYL SHOWER PAN
aSHING
O
8
E
AM
02
W P07
1'-4" PER PLAN
FEATHER R€SiSTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIEC
THRESHOLD OF DOOR AN
UP JAMB 6", USE LIQUID N
OR EQUAL WEATHER PRC
SECTION -A (SEE DETAIL WPI
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
OUTSIDE CORNER
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SHOWER SEAT I W P 11
�-- DOOR ROUGH OPENING
WINDOW UNIT
SLOPE
FLASHING REQUIREMENTS
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
3J4~-i"BEAD of ON; rll (0.6 cm - 30. cm) include flashing as described in Section R703.4.
ADHESIVE TO BE APPLIED UNI)I.R SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6" USF LIOUIL;D EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
NAIL BRAND OR EQUALWEA1 HLR EX FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of
PROOF CAULKING
SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding.
Y-> 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
suBFLGOR - -� approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally
with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other
�_- approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt
RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703,7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based
-1' sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
2 oi individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
('� SELF -ADHERED FLASHING
W P V 2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER P Q,�1 Exception: Where the water -resistive barrier that is applied over 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,
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT -. substantially nonwater-absorbing layer or designed drainage space.
NEEDED IN CORNERS ADHESIVE
;TALL JAN1 or F I:y ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied
.ASHrNG.I�.a+E t� ICI al:i THROUGH SELF -ADHERED g• PP 9� Y 9� Y 9 PP
ASHING, SEE FLASHING `SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
.ANGED WiNDc w g g PP
EE DETAIL VJ'P01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the
SCORED - entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
LF-AbHERED I- LASHING, [ Y`` �� (BEFORE FOLOlNG. SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
(TEND A MINIMUM t+" RELEASE PAPER TO EXPOSE
ASi�iESv JE AS 3NCYVN, contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
ERTiCALLY F ROM
)TTOM OF ,y flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved fleshings
1PESHOLD shall be installed at the following locations:
1.1.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
2> shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
following-
(5 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
4
not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
(u6) 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 1.2. In accordance with the flashing design or method of a registered design professional.
SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods.
/� /
Y Y P05 INSIDE CORNER W P06 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAfWDMA 400.
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
�7 ,5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
1- i 6.6.At wall and roof intersections.
A-' _ ___ ___..�� water Resistant Barrier 7. 7.At built -In Mutters.
:LF-ADHE,
,TCH
flERED FLASHING
(' 1
2.
4.
i 5 `r
WP08
PIASTER STOP .-
CONTINUOUS BACKER -
ROD & S I AL ANT
FOUNDATION WEEP SCREED
-STRIP OF SAF
j DRAINAGE PLANE WRB
J - BOND BREAK WRB
SF LATH
�X
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
•
- 3-1/2" INCH FLANGE
II j
"U THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
1
DRIP SCREED PLASTIC;
ACCESSORY
SOFFIT/CANTILEVER
Lath
Sheathing
Stucco
WP09
LEGEND
SELF ADHERED FLASHING (SAF) o
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB) V
BOND BREAK WEATHER RESISTANT BARRIER - -- -
SELF FURRING (SF) LATHPLASTER ACCESSORY
ACCESSORY
SHEATHING, 'OSB'. PLYWOOD. DENSGLASS
1STER STOP A j
NTINUOLIC BACKER ROD J
EALANT
MENTITIOUS FINISH
CTURAL FRAMING
CTUUPAL SHAAT HiND
OF SAF
JAGE PLANE WRB
BREAK WRB
TH
WP10
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
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MAR 2 5
Virtual R
Plans Review c
for compliance
few Assist, inc.
Pleted and
wit
by Debra A
approved
the 2020 FBC 7th Edit
e Klahr PX230o
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1 /2" Cementitious
Decorative Finish
All inside and
outside comer will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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