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1. FIELD VERIFY ALL FIEF I ':ViLNSIONS AND U i lLi 1ILS P RIOR TO CONSTRUCTION.
2. VERIFY ANY DISCREPANCIES WITH THE DESIGNER/ CONTRACTOR
3. OPENINGS CLOSE TO IN SlDE CORNERS SHOULD HAVE A MIN 4" CLEARANCE TO ALLOW FOR CASING
4. CABINETRY AND FINISHES SHALL BE SELECTED BY THE OWNER
5. PLACE EXTRA FURRING RND BACKING TO ALLOW FOR CABINET PLACEMENT AND WINDOW TREATMENTS
8" CM U WALLS AND 1
SHALL HAVE I X PRE
UN -GROUTED CELLS
FOAM INSULATION.
FINISH. INTEKIOK WI
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3-1/2" MIN 25GA MET,
BOTH 51 DES AND FAIN
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SOUND.
WALL LEGEND
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URE TREATED FURRING. ALL
LL BE FILLED WITH EXPANDABLE
TEKIOK WILL HAVE STUCCO
BE SMOOTH FINISHED PAINTED
_ STUDS @ I G" OC. -" DRYWALL
ED. MIN K I I GATT INSULATION
J ALL BATHKOOM, LAUNDRY
A SEPARATION WALLS FOR
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FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #64-SF-17(oayVi & Well #
Date: 6/1 /i 9
Hsf.. AR EA
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY MELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
/ CONCEALED FASTENERS OR ATTACHME,JTS
ARE THE RESPONSI91LI1Y OF THE
CONTRACt'AR OF RECORD
5
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
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Cooper Enterprises 4.0, LLC
2511 SW Regency Rd.
Stuart, FI. 34997
772-600-5300
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8" CMU WALLS 64D COLUMNS. INTERIOR. OF WALLS-5 SHALL HAVE I X PRESSURE TREATED
FURRING. ALL LJN-GROUTED CIfLLS'WILL BE FILLED WITH EXPANDABLE FOAM INSULATION.
EXTERIOR WILL IAVE STUCCO FINISH. INTERIOR, WILL BE SMOOTH FINISHED PAINTED DRYWALL.
GYPSUM BOAR ) MATERIALS TO BE IN ACCORDANCE WITH R702.3. I OF THE 20 14 FLORIDA RESIDENTIAL
CODE.
FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR:
WALL AND CEI LI \1 G FINISHES (SECTION 302.9) Sheetrock Gy!5pum Panel Flame Spread 15, Smoke -Developed 0
INSULATION (5:-:CTION 302. 10) Icynene K-30 Flame Spread 25 or le5e, Smoke -Developed 450 or Ie5�,
Owene, Corning K- 1 3 Flame Spread 25, Smoke -Developed 50
2X4 5PKLICE STUDS @ I G' CC INTERIOR WALLS.
112" DRYWALL BOTH SIDES AND FAINTED.
M I N K- I I BATT INSULATION SHALL BE INSTALLED ON ALL BATH KOO M, LAU N D KY R.00 M,
AND LIVING AR SEPARATION �, -/ALLS FOR SOUND.
ELEVATION 9' -1 A. F.F.
DOOR OPENING
ELEVATION W—O" U,
713 HARD CASE CDINCRETE NAIL
2-1/4"LG). 24" O.C.MAX. SPACING -Y
2 X 4 P.T.
83TTOM PLATE
INTERIOR WALL DETAIL
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SCALE: 1/,T 11-011
SQUARE FOOTAGE*.
LIVING H/C AREA
1666
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TOTAL H/C AREA
1666
SQ.FT.
FRONT ENTRY
1 14
Q.
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BACK PATIO
216
Q.
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GARAGE
470
Q.
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TOTAL AREA
2466
Q.
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TOTAL H/C VOLLJME 16,763 CU.FT.
ENGINEERED WOOD TRUSSES
0 24' D.C. MAX.
DRYWALL W/ TEXTURED FINISH
NON -SAG 112" THICKNESS, CEILING
2 X 4- TOP PLATE
DRYWALL
112- THICKNESS. WALL (BOTH SIDES OF 2X)
2 X 4 STUDS 9 15" C.C.
FINISH FLOOR
Design By
Cooper Enterprises 4.0, LLC
Cooper
.0 ' LLC 2511 SVV Regency Rd.
Stuart, Fl. 349917
772-600-5300
www c stru ct Jor,
ooperentl1c.construction
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18' 3" PEAK
STUCCO LAPPED SIDING
9' BEARING
BACK STUCCO FINISH—' 4" BANDS AROUND DOORS & WINDOWS
12
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371-$
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SHINGLES
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OPEN PATIO
SCALE: 1 /4" = V-0"
Design By
Cooper Enterprises 4.0, LLC
2511 SW Regency Rd.
Stuart, FI. 34997
772-600-5300
www.cooperentllc.construction
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WINDOW SCHEDULE
NOMINALSIZE i ROUGH OPENING
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NOTFS:
1. IMPACTWINDOWS SEE NOATESTR PO RT, P ROV I D E D BY MA% J FA CTU R ER
2. 3310.1.1ALL EMERGENCY ESCAPFANT) RESCUE OPENINGS SHALL HAVEA MINIMUM N7CLFAR OPENING 0': 5.7 SF
3. VERIFY MASONRY OPENING SIZES WITI I MANUFACTURER PRIOR TO CONSTRUCTION
4. ALL WI N DO BUCKS WI ILL BE 2X4 PRESS URE TREATED MATERIAL
�D
BACK
(D
FRONT
0
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WINDOWTYPES SCALE: 1/4" = 1'-011
EXTERIOR ALL FINISH NOTES:
1. ALL EXTERIOR WALLS WILL BE SMOOTH FINISH STUCCO
2. TOP OF WALLS WHERE IT MEETS SOFFITS OR CEILINGS WILL HAVE 4" STUCCO BAND
3. ALL WINDOWS WILL HAVE 4" STUCCO BAND
4. BACK PORCH FAMILY ROOM EXTERIOR SLIDING DOORS WILL HAVE 4" STUCCO BAND
5. FRONT DOOR WILL HAVE 6" STUCCO BAND
6. ALL SOFFITS WILL BE SMOOTH STUCCO
7. HARDI BOARD
8. ALL EXTERIOR CORNERS WILL HAVE 4" STUCCO BAND TRIM
9. WOOD COLUMNS AND BEAMS WILL BE CEDAR TRIM FINISH
FINISH SCHEDULE
ROOM NUMBER
------ - ----------
I I 100P
ROOM NAME IYPI`
FRONT LANAI 8 F(:
REAR LANAI Bk
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NOTES
1 PROVIDE MOISTURE RESISTANT DRYWALL
2 PROVIDE DUROC K OR EQUIVALENT BFHI NDWAI L I-ILE IN SHOWERS
3 TILE BACKSPLASH ABOVE COLINTERTOPS
4 PRIMEALL DRYWALL ANDAPPLY 2 COATS OF PA TNT (COLORSELECTED BY OTHERS)
DOOR SCHEDULE
SIZE DOOR r [,oh. - FA NOTES:
Wi r)TH HFICtff TIT K MA- F!Nj!-,H HDWARE TYPE BRAND ELEV. MDL# MAT------- r. 1 11\11'4r THOLD
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1( PAINT ORB Pil NIA IX-) N I I I NIA BA III I NJ -BY
100" 0 IS' i I( PAINT ORB PH NIASONITIL 1) 6PANI I WO I 1,"d II N/A NVt IT 11 (. 1,0',, [ I
I— I IN PRY E N f PY
[f N/A f 9' W-W r'dNI ORP, PH r.,IA N I 1 9 I-PAN11 "N 1) F i'),; f.
FU I N 1 0 1'1'� PIT I'X Pl P14 t 1 l r,4 I At I RON I DOOR
"N I
!Ill FX, 1!4, V\ R
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110 10 1 l" I f Of Ii'i INI I if
6AFW%tDOOR
v! r1jy! II/A �Cr PGT PATIO SCII-1
DOOR LEGEND
AL: ALUMINUM HCM: HOLLOW CORE METAL PKT: POCKET SGD: SLIE ING GLASS DOOR
BE: BIFOLD HCW: HOLLOW CORE WOOD SCM: SOLID CORE METAL
FG: FIBERGLASS ORB: OIL RUBBED BRONZE SCW: SOUDCORE WOOD
FR: FRENCH PH: PREHLING WD: WOOD
NOTES
I DOOR HARDWARE TO BE SELECTED BY HOME OWNER
2. INTERIOR DOORSTYLES TO BE SELECTED BY HOME OWNER
3. DOOR CASINGS TO BE SELECTED BY HOME OWNERS
4. PREHLING DOOR ROUGH OPENINGS ADD 2" TO NOMINAL WIDTH AND 2-1/2" TO NOMINAL HEIGHT DIMENSIONS
5. POCKET DOOR ROUGH OPENING DOUBLE NOMINALSIZE OF DOORANDADD 2", ADD4-V2" TO NOMINAL HEIGHT DIMENSIONS
6. VERIFY EXTERIOR. DOOR ROLIGH OPENINGS WITH MANUFACTURERS SPECIFICATION SHEETS
SCALE: 1 /411 = 1 1-011
Design By
Cooper Enterprises 4.0, LLC
2511 SW Regency Rd.
Stuart, Fl. 34997
772-600-5300
www.cooperentlic. construction
9 JUNE 2017
S&S FOR ST. LUCIE CO. BUILDING DEPARTMENT
PRODUCT APPROVAL CHECKLIST
SCALE: 1/411=11-011
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, Fl. 32616-0562
352-214-7300
tomaudit@windstream. net
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SQVARE FOOTAGE:
LIVING H/C AREA
TOTAL H/C AREA
=2'*NT ENTRY A, '.X PATIO
wil M
45 *\'A G E
TOTAL H/C VOLUME
NOTES - MECHANICAL
1. ALL WORK PERFORMED AND MATERIALS P_ROV,1DED SHALL
CONFORM TO THE
FLORIDA BUILDING CODE (2014) 5th EDITION / REZ-4111DENTIAL 107.2.1
FLORIDA BUILDING CODE (2014) 5th EDITION / BUILDING 107.2.1.
HEAT PUMP SYSTEM CONSISTS OF
wl
470 Q. FT.
2466 SQ. FT.
16,763 CU.FT.
1 3TON-17.00SEER YCG36B21 3 TO YORK LX SERIES AIR-COOLED CONDENSING UNIT R-410ASINGLE CIRCUIT
COO -ING WITH SCROLL COMPRESSOR, 208/230-1-60
ARI 48875741
1 AE42CX21 3.5 ON YORK AIR HANDLER WITH PROGRAMMABLE VARIABLE SPEED
ECM MOTOR, 21 " WIDE CABINETTXV TO BE FIELD INSTALLED,
VER__ICAL DRAIN PAN INSTALLED,208/230-1-60
1 S,1-1TVMBB1 R-41 0A BOLT -ON TXV KIT
1 W6K0802B 8KW Electric Strip Heater
COOLING OA DB / WB 90"F 178 "F, 127 Gr/lb, T-STI\T 75.0"17, 50% RH) 66 Gr/lb, 61 Gr/lb Jiff.
HEATING OADB/WB 42F/35'_'F,T-STAT 70.0F
FLORIDA BUILDING CODE 5th EDITION (2014) REST ENTIAL TABLE M1507.4 MINIMUM BATHROOM EXHAUST= 50 CFM INTERMITTENT
DESIGN COOLING LOAD AND HEATING LOADS PER ASHRAE Std 90.1-2007 -
DESIGN COOLING LOAD= 31,659 Btuh (26,842 Btuh Sensible, 4,917 Btuh Latent WITH VENTILATION)
DESIGN HEATING LOAD = 12,862 Btuh (12,862 Btuh 5 )ensible)
2466 SQ FT UNDER ROOF
1666 SQ FT HEAT/COOL
SCALE- 1/411=11-011
Thomas E. Audit
Florida Professional Engineer
License No. 31419
1 PO Box 562
Alachua, Fl. 32616-0562
352-214-7300
flomaudit@vvindstream.net
28 JULY 2017
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UNDERGROUND
NOTES - ELECTRICAL
1. ALL WORK PERFORMED AND MATERIALS PROVIDED
SHALL CONFORM TO
THE FLORIDA BUILDING CODE (2014) 5th EDITION
/ RESIDENTIAL 107.2.1,
FLORIDA BUILDING CODE (2014) 5th EDITION /
UILDING 107.2.1.
NATIONAL ELECTRICAL CODE (NEC), 2011.
2. FOR 20 AMP CIRCUIT USE #12, #1 2G
CU CrHHN-THWN) WIRE
1.8 KVA LOAD PER 20 AMP CIRCUIT
1 /2" METALLIC OR FLEXIBLE METAL C
NDUIT
3. A) ALL 120V, 10, 15 AND 20 AMP BRANCH C
RCUITS SUPPLYING OUTLETS
IN STALLED IN DWELLING UNIT FAMILY ROOM
, DINING ROOMS, LIVING
ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,
SUNROOMS,
RECREATION ROOMS, CLOSETS, HALLWAYS, OR
SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BY A LISTED ARC-FAUL
r CIRCUIT INTERRUPTER
COMBINATION -TYPE, INSTALLED TO PROVIDE
ROTECTION OF THE BRANCH
CIRCUIT (NEC 210.12(B)).
B) TAMPER -RESISTANT RECEPTACLES (NE
406.12) ARE REQUIRED IN
DWELLING UNITS IN ALL AREAS AS SPECIFIED
N 2011 NEC 210.52, ALL 125V,
15 AND 20 AMP RECEPTACLES.
PANEL CALCULATION PANEL C
ULATION (EXAMPLE)
KVA DEMAND LOAD 14.4 KVA D
MAND LOAD
TIMES 1000 TIMES 100
DIVIDED BY 240 V DMDED B
240 V
XX AMPS 60 AMPS
ELECTRICAL PANEL 200A 120/240 VAq lO AIC 10,000
GENERAL LIGHTING & POWER (2399 SF AT 3 VA
3F) 7.2 KVA
WASHER
1.5 KVA
DRYER
4.0 KVA
REFRIGERATOR
0.4 KVA
FREEZER (ALLOWANCE)
0.4 KVA
RANGE
8.0 KVA
DISHWASHER
1.2 KVA
DISPOSAL
0.9 KVA
SMALL APPLIANCE OUTLETS (2X 1500 VA)
3.0 KVA
MICROWAVE
1.5 KVA
WATER HEATER
4.5 KVA
32.6 KVA
1st 10,000 VA 10.0 KVA 10.0 KVA
BALANCE AT 40% 0.4 X 22.6 KVA 9.1 KVA
AC UNITS (1) (1-HEAT STRIP) 8 KVA X 65% 5.2 KVA
[AC 3 KVA OUTDOOR UNIT; HEAT STRIP 5 KVA F R LOAD]
24.3 KVA
24.3 KVA X 1,000 /240 V = 102 A
ALLOW FOR 65% EXTRA CAPACITY
USE 200 AMP METER
200 AMAIN BREAKS
,,' -
MAIN METER.
(3) #2/C THHN CU &
(1) #4 THHN CU GROUND
`
C
0( IN 2" CONDUIT
ELECTRIC
PANEL
METER
(1) #10 Cu
GROUNDING
ELECTRODE
LIFER GROUND TO
FOUNDATION STEE
WALL LEGEND
8" CMU WALLS AND COLUMNS
SHALL HAVE I X PRESSURE TRF
UN -GROUTED CELLS WILL BE FI
FOAM INSULATION. EXTERIOR
FINISH. INTERIOR WILL BE 5M(
DRYWALL.
3-112" MIN 25GA METAL 5TUE
BOTH 51DE5 AND PAINTED. M
SHALL BE INSTALLED ON ALL E
ROOM, AND LIVING AREA SEP/
SOUND.
INTERIOR OF WALLS
,TED FURRING. ALL
-ED WITH EXPANDABLE
'ILL HAVE STUCCO
DTH FINISHED PAINTED
@ I G" OC. 2" DRYWALL
1 R I I GATT INSULATION
THROOM, LAUNDRY
:ATION WALLS FOR
ELECTRICAL FIXTURE LEGEND
STANDARD 110 V. OUTLET
SWITCHED OUTLET
0211P'
WEATHER—PROOF OUTLET
0--
CABLE TELEVISION OUTLET
No.
PHONE OUTLET
(ZE
220 V. OUTLET
GARAGE DOOR OPENER
STANDARD LIGHT FIXTURE
—"
HIGH EFFICIENCY FLUORESCENT LIGHT
UNDER CABINET LIGHTS
c?
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WALL SCONCE
EYEBALL CAN LIGHT
{
RECESSED CAN LIGHT
EXAUSTN FAN W/ LIGHT FIXTURE
0
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S
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DIMMER SWITCH
S3
3 — WAY SWITCH
SLID
SMOKE DETECTOR
©
CARBON MONOXIDE DETECTOR
I +
CEILING FAN W/ OR W/OUT
LIGHT FIXTURE PER PLAN
SQUARE FOOTAGE:
LIVING H/C AREA 1666 St). FT.
TOTAL H/C AREA 1 666 SQ.FT.
FRONT ENTRY 1 14 SQ. FT.
BACK PATIO 216 SQ. FT.
GARAGE 470 SQ. FT.
TOTAL AREA
SCALE: 1 /4" = 1'-011
Design By
Cooper Enterprises 4.0, LLC
2511 SW Regency Rd.
Stuart, FI. 34997
772-600-5300
www.cooperentllc.construction
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NOTES - PLUMBING
1. ALL WORK PERFORMED ��ND MATERIALS PROVIDED SHALL CONFORM TO
THE FLORIDA BUILDING COIC)E (2014) 5th EDITION I RESIDENTIAL 107.2. ,
FLORIDA BUILDING CODE (2'014) 5th EDITION / BUILDING 107.2.1.
5tr 11%. 1-3 I C7 t C.IVI
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PLUMBING LAYOUT
2„
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BATHROOM
H
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SHOWER
2"
KITCHEN
2'
SINK
, 2" SINK
I
i
2"
GARAGE
3"
C.O.
1 H.B.
3. H.B.
Y2, H H.B.
C
TUB v'^H Y2
2WATER
BATHROOM #2 CONNECTIONY2
W/C Y2�
I I "' )J KITCHEN
TUB yH C SINK- SUPPLY:
SHOWER H Y2
Y2HOT (DHW HEATER)
COLD (UTILITY MAIN WATER
Y2'
W/C C H Y2'
�
MASTER Y2I. AV
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LAV.
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KITCHEN DISHWASHER Y2
SINK t
GARAGE
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Y2,
PLUMBING SUPPLY USER
NTS
WALL LEGEND
LAUNDRY WASHER
8" CMU WALLS AND COLUMNS. INTERIOR OF WALLS
SHALL HAVE I X PRESSURE TREATED FURRING. ALL
UN -GROUTED CELLS WILL BE FIL ED WITH EXPANDABLE
FOAM INSULATION. EXTERIOR WILL HAVE STUCCO
FINISH. INTERIOR WILL BE 5MOlDTH FINISHED PAINTED
DRYWALL.
3-1 /2" MIN 25GA METAL STUDS @ I G" OC. 2" DRYWALL
BOTH SIDES AND PAINTED. MI R I I BATT INSULATION
SHALL BE INSTALLED ON ALL BAFHROOM, LAUNDRY
ROOM, AND LIVING AREA 5EFAFATION WALLS FOR
SOUND.
WASHER
J LAV.
2"
LAUNDRY
Y2'
GARAGE WASH
SINK
y2 „
2"
BATHROOM #2
4"
W/C
TUB
2"
MAIN FLOOR
TO SEPTIC
SEWAGE
SYSTEM
PLUMBING WASTE RISER
SQUARE FOOTAGE:
LIVING H/C AREA
TOTAL H/C AREA
FRONT ENTRY
BACK PATIO
GARAGE
TOTAL AREA
NTS
1666 SQ. FT
1666 SQ.FT.
1 14 SQ. FT.
216 SQ. FT.
470 SQ. FT.
2466 SQ. FT.
SCALE: 1 /4" = 1'-O"
Design By
c:
Caper Enterprises 4.0, LLC.
}
2511 SW Regency Rd.
p7;
Stuart, FI. 34997
F_i
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772-600-5300
www.cooperentlic.construction
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9 JUNE 2017
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COMPACTED TERMITE TREATED
SOIL 21500 PSF MAX. SOIL
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ARCHITECTURAL SHINGLES LATERAL LOADS F1 =415# PERP. TO TRUSS, F2=1 100#
OVER 30# FELT PARALLEL TO BOTTOM TRUSS CHORD
OVER 5/8" CDX PLYWOOD.
R-30 ICYNENE SPRAY INSULATION R 3.7
2)X8 CEDAR FASCIA AND 1X2
PER INCH OR GREATER, NON VENTED ATTIC
DRIP
1 81"OH 1/2" DRYWALL
STUCCO SOFFIT
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8" CMU BLOCK WITH VERTICAL #5 BAR
AND 3000 PSI CONCRETE FILLED CELL
STUCCO TEXTU R E FINISH TO FOOTER @ 48" O.C.
9" "LAPPED SIDING" 1/2" DRYWALL WITH 1" FURRING 9
STRIPS TO C M U BLOCK
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z OVER 6 MIL VAPOR BARRIER OVER
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20"D 18"VV X 20"D MONOLYTHIC FOOTER.
tr SHOWN WITH (3) # 5 REBAR CONTINUOUS
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FOOTER "All
WALL
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WALL SECTION - MONOLITHIC SLI'Af3l F(DUNDATION
1'X 445 RE BAR HOOK @ 4- 0. C. SCALE: 1/211 1 1-011
7 BOTH SIDES EACH OPENING
3
4' C.
2 4111' 4"
47
11-81, -1--d Id
18"VV X 20" 1) MON 0 LYTH IC FOOTER
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— SHOWN WITH (3) # 5 RE BAR
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FOOTER "A"
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A
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12"VVX 12"D THICKENED EDGE
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ED-GE "A"
Li1-611-�
(1) #5 REBAR CONTINUOUS
AROUND RECESS WITH 8"
WIDE THICKENED EDGE.
=A
18"VV X 20"D MONOLYTH IC FOOTER.
SHOWN WITH (3) # 5 REBAR
CONTINUOUS
3" MIN. CONCRETE COVER.
$ 1 7' � 1, 1 —N
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AT SHOWER
RECESS
1 6"
36" X 36" X1 8" D MONOLYTH IC
mp SPREAD FOOTING
(5) # 5 REBAR EACH WAY
3" MIN. CONCRETE COVER,
SPREAD i OOTING
MONOLITFIIC,:-,,; B FOUNDATION FOOTEFDETAILS
SCALE: 1/211 = 1 1-011
SCALE- AS NOTED
NOTE- ALL FOOTERS AR 3000 PSI CONCRETE
WITH FIBERMESH OVER S) MIL VAPOR BARRIER
OVER CLEAN COMPACTOD TERMITE TREATED
SOIL 2500 PSF MAX. DESIGN SOIL LOADING
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, Fl. 32616-0562
352-214-7300
tcbmaudit@vOndstream.net
28 JULY 2017
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PLF PLF PLF
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606 491
176.5 143
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4'- 6
8060
OMINAL
EIGHT
PRE ENGINEERED TRUSS 24" ON
CENTER
ARCHITECTURAL SHINGLES
OVER 30# FELT
OVER 5/8" CDX PLYWOOD.
2X8 CEDAR FASCIA AND 1X2
DRIP
STUCCO SOFFIT
(2) - 1' X 4- #5 REBAR HOOK
EACH COLUMN
18"OH
#5 FIELD ADDED REBAR AT
TOP OF COMPOSITE U-LINTEL
1`011\1. (1) REQUIRED+ MIN.
1-1/2" COVERAGE
3000 PSI CONCRETE FILLED
QUANTITY OF 95 FIELD
ADDED REBAR AT BOTTOM
OF U-1-INTEL CAVITY FOR
GRAVITY LOAD
12
6 F7
BEAM -IFYP�E'
DESII&�A'TICN
FILLED'VVITH 3000 PSI CONCRETE
U = UN -FILLED
QUANTITY UF #F5 FI1ELE5
ADDED REBAR AT BOTTOM
OF U-LINTEL CAVITY FOR
GRAVITY LOAD
BF24-1 B/1
T
NOMINALWIDTH
L QUANTITY OF #5 FIELD
ADDED REBAR AT TOP OF
NOMINAL HEIGHT
COMPOSITE U-LINTEL FOR
UPLIFT LOAD,
SIMPSON HETAL 20" STRAP EACH TRUSS,1810# UPLIFT,
LATERAL LOADS F 1 =415# P E R P. TO TRUSS, F2= 1100#
PARALLEL TO BOTTOM TRUSS CHORD
R-31 ICYNENE SPRAY INSULATION R = 3.7
BEAM PER INCH OR GREATER, NON VENTED ATTIC
3211 p
(2) PER
COLU MN
18"D A.4
`1/2" DRYWALL
EXTERIOR STRUCTURAL SUPPORT
COLUMN 12" CMU BLOCK WITH (2)
VERTICAL #5 BAR AND 3000 PSI
CONCRETE FILLED CELL TO FOOTER. 9111
74
8" VV x 16" D BEAM AT TOP
4", 3000 PSI CONCRETE WITH FIBERMESH
OVER 6 MIL VAPOR BARRIER OVER CLEAN
COMPACTED TERMITE TREATED SOIL
2,500 PSF MAX. DESIGN SOIL LOADING
:31
36" X 36" X1 8" D MONOLYTH IC
36 SPREAD FOOTING
(5) # 5 REBAR EACH WAY
3" MIN. CONCRETE COVER.
,SPREAD FOO-'FING
12" CMU COLUMN
COLUMN SECTION - MONOLITHIC SLAB FOUNDATION
SOLE: 1/2" = 1 ; -0"
SCALE- AS NOTED
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, Fl. 32616-0562
352-214-7300
tomaudit@vAndstream.nei-
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28 JULY 2017
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SERVICE
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AMP ELECT.
=TER. MALIN -
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_ 71-08-00
1 !1
11-08-00
5-00-00
11-04-00
CONCRETE EXTENDS
3" LE`i OND FRANIING
TRUSS ENGIINEERING LAYOUT " TRUSS DETAIL LIST
I I TE; RC I IA MANUFACTURE,I[�FA TURD TRUSSES USING MITEK TRUSS ENGINEERING
TRUSS LAYOUT AND TRUSS ENGINEERING SHOWN ARE FROM ROMA / MITEK
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TrLbs List
runs Reactions
f� C1 1791b-3001b 321b 5 Ih 69 Ib-20 Ib
Ci A 37 Ib-161b 221b-25 1b 17 lb-11 Ib
C3 2101b-2441b 671b-70 Ib 32 1h01h
-3B 1091b-51 Ib 761b-921b 421b-13Ito
3T 2121b-2431b 571b-391b 501b-171b
CS 2761b-2611b 1251b-1471b 61 Ib-2 Ib
58 183Ib-87Ito 130lb-1601b 67lb-16Ib
C5T 281 Ib-2591b 113lb-116lb _ 11--30Ib
f J56 2931b-267lb 139113-1651b 681b-41b
J7 346 Ib-2881b 180 lb-218 Ib 88 I13-91b
Gr� J76 3461b-2881b 180 Ib-218 Ib 88 Ib-9 Ib
1
RT 353lb-2861b 168lb-1881b 104lb-381b
56 441lb-453Ib 2981b-3791b 154lb-451b
K7 547lb-4951b 1241b-1721b 352lb-2171b
7T 566lb-5281b 443lb-3251b 621b-901kj
T01 9681b-7111b 21801b-14811b 145lb-5731b
T02 1212lb-9621b 1127lb-811 Ib
T03 1212lb-9621b 11271b.9'11 Ib
T04 1212lb-9621b 1127lb-8811 Ib
Q
¢ I T05 12121b-962lb 11271b-811 Ib
T06 1226lb-9671b 1119lb-8061b
If1 T07 1156 Ib-7 99 Ib 1118 Ib-793 Ib
T08 1160lb-799Ib 1115Ib-874lb
r Li T09 2324 Ib-1916 Ib 2444 Ib-2146 Ib
T10 9941b-7101b 994Ib-722Ib
— T11 9941b-7101b 9941b-722 lb
12 10161b-7191b 9841b-7131b
13 1018lb-7171b 9851b-7431b
14 1084lb-862Ib 984lb-856Ib
15 20481b-1808lb 2106 Ib -1909 1 b
Tr ss List
`dANUI`AL7URIR
SIVIP 50W IICTA-20
16 4841lb-39361b
5882 lb-4476 lb
17 884lb-7251b
8011b-576Ib
18 883110-7241b
8831b-7241b
19 1 66 3 1 b-14 72 Ib
1663 Ib-1 472 Ib
20 20561b-1833Ib
3040 Ib-2567 lb
21 565lb-4891b
736lb-549lb 1781b-1031b
22 252lb-3031b
1583lb-1431 Ib 896lb-861Ib
23 747 Ib-626 Ib
7471b-r;2B lb
24 135 3 1 b-12 00 Ib
1353 Ib-1 200 Ib
`v%-ALL LEGEND
1 - I
8" CnrIU'WALLSAND COLUMNS. INTERIOR OFWALLS SHALL HAVE 1Y, PRESSURE
TREATED FURRING. ALL UN -GROUTED CELLS WILL BE FILLED WITH EXPANDABLE
FOAM INSULATION. EXTERIOR WILL HAVE STUCCO FINISH. INTERIOR VOLL BE
SMOOTH FINISHED PAINTED DR`WALL.
2X4 SPRUCE STUDS@ 16"OC INTERIOR WALLS.
112" DRY''JVALL BOTH SIDES AND PAINTED.
MIN R-11 BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM,
AND LIVING AREA SEPARATION''WALLS FOR SOUND.
SQUARE FOOTAGE:
LIVING H/C AREA 1 666 SQ, FT.
C 01` ECTI . I'SCHEDULE
_- TCOTALH/C AREA 1666 SQ.FT.
—711-1 TCAP CITY C1-013RCAPACITY N.AILI\G 'EVAIKS
FRONT ENTRY 1 14 SQ. FT.
81 2 1> 1 1 J BACK PATIO? 216 SQ. FT.
GARAGE 470 SQ, FT.
TOTAL AREA 2 166SQ. FT.
1 I
GENERAL NOTES:
1) ALL CONNECTORS SHALL BE INSTALLED PER MANUFAC URER'S STANDARDS. VERIFY PRIOR TO INSTALLATION
2) TRUSS TO TRUSS CONNECTORS SHALL BE SPECIFIED A D SUPPLIED BY TRUSS MANUFACTURER
3) PROVIDE- FILLEDVERTICAL CELL INMASON RYWALL AT GIR DER LOCATIONS
4) TRUSS MANUFACTURER SHALL SUPPLY ALL SITE -SPECI IC TRUSS ENGINEERING
5) VERIFY UPLIFT REQUIREMENT WITH TRUSS ENGINEERIN SHOP DRAWINGS PRIOR TO INSTALLATION OF CONNECTORS
6) INSTALL MOISTURE BARRIER BETWEEN WOOD TRUSSES AND MASONRY SURFACES
SCALE- AS NOTED
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
s Alachua, Fl. 32616-0562
35" 214-7300
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FILE #
�'._i E E-
28 JULY 2017
ENGINEERED ROOF TRUSSES @ 2'-0" D.C.
5/8" X 4' X 8' CDX PLYWOOD SHEATHING
SEE NAILING SCHEDULE
SELF —ADHERING POLYMER MODIFIED
BITUMEN SHEET COMPLYING WITH
ASTM D 1970
APPROVED ROOF COVERING,
MANUFACTURER TO PROVIDE
•`, APPROVAL DOCUMENTS AND
INSTALLATION INSTRUCTIONS
\1LjhLLLL
\ Al
TYPICAL ING SECT ON
SCALE : 3/ N �_Of
RIDGE
TRUS
ROOF SHEATHING PLAN
SCALE 3/'8" = 1'—D"
oil
a
ZONE 5
5I_0?+
WALLS COMPONENTS AND CLADDING
SCALE : NTS
NOTE: ROOF SHEATHING NAILING SCHEDULE, 8D RING SHANK NAILS
WITHIN
48"
OF HIP EAVF
6"
O.C.
@
EDGE,
6"
@
FIELD
WITHIN
48"
OF RIDGE
— Ei"
U.C.
@
EDGE,
6"
@
FIELD
WITHIN
60"
OF GABLE EAVE
4"
O.C.
@
EDGE,
4"
@
FIELD
ROOF
ZONE
3
— 4"
O.C.
@
EDGE,
6"
@
FIELD
ALL OTHER
AREAS
6"
O.C.
@
EDGE,
6"
@
FIELD
RIDGE
LAVt
M_11�11 I MA
TRUSSES @
a,—O" O.C.
TYP.
1ADFD AREA
DICATES 60"
OM GABLE
ID EAVE
STRUCTURAL GENERAL MOTES
STRUCTURAL DESIGN WORK I� IN ACCORDANCE WITH THE 2014, 5th EDITION OF THE FLORIDA BUILDING CODE
AS ADOPTED AND SUPPLEMENTED BY LOCAL ORDINANCES.
DESIGN DATA AND CRITERIA
2.1. LIVE LOADS (PSF)
2.1.1. 20 TCLL 0 BCLL
2.2. DEAD LOADS (PSF)
2.2.1. 7 TCDL 10 BCDL
DURATION FACTOR 1.25, SPACING
24" O.C.
DEFLECTION MEETS L/360 LIVE
AND L/240 TOTAL LOAD.
PRE-ENGINEERED TRUSSES
2.3. WIND LOADS (CHAPTER 16,
SECTION 1609 FBC 2014, 5th EDITION)
2.3.1. CODE:
ASCE 7-10
2.3.2. WIND VELOCITY
170 MPH (ULTIMATE)
2.3.3. WIND VELOCITY
132 MPH (NOMINAL)
2.3.4. BUILDING CATEGORY
II
2.3.5. EXPOSURE
C
2.3.6. ENCLOSURE FACTOR
CLOSED (INTERNAL PRESSURE COEFFICIENT GCpi = +/- 0.18)
PARTIALLY ENCLOSED PORCHES, INTERNAL PRES. COEF. GCpi = +/-0.55
2.4. DESIGN SOIL PRESSURE
2500 PSF 2000 PSF MINIMUM) USED FOR STRUCTURAL LOAD ANALYSIS.
SOIL COMPACTION REQUIREMENTS
SOIL SHALL BE PLACED IN LIFTS NOT TO EXCEED 1Z.
COMPACTION OF SOILS OBTAINING A MINIMUM OF 95% OF THE MAXIM LIM DRY DENSITY AS OBTAINED USING
ASTM D 1557-12 METHOD C MC DIFIED MET THE PROJECT REQUIREMENTS FOR STRUCTURAL SOIL BEARING
CAPACITY.
CONCRETE AND REINFORCIN (DESIGNED PER ACI 318-08)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PER TABLE R301.2(1)
WEATHERING (NEGLIGIBLE), TERMITE (VERY HIGH)
MEAN ROOF HEIGHT 30 FT MAX. (13 FT. - 8 IN. AS DESIGNED)
DESIGN WIND PRESSURE 72.3 psf
WALLS COMPONENTS AND CL DDING PRESSURES CONVERTED TO Vasd ACCORDING TO R301.2.1.3
ZONE 4 +31.2, -35.7 psf
ZONE 5 +37.7, -45.6 psf
Ik]
4'—Q"a
ZONE
4
2 1 ---
41-Q'1 1
ZONE
2
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3' 4'-Q,�
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ZONE ZONE
4'-Qf,
ZONE
2
1
2 41-Q}I
ZONE
4'-Q,v
ZONE
r 2 2
1 1
3
ZONE
SCALE : NTS
t. 5�ft - + 3.4/-34.
50 S `eft - + 2.3l -.3 .
0 0 sqf: - + 11.,4J-3 2.
�:2) 20 sgft + . /-5 .'
o sft: - +.'-4.
of - + 1 .. /'- .
1
3
2
ONE 4'-O'v
ZONE
IING NAILING ZONES
3 ZONE
3
ZONE
AS NOTEF-)
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
I Alachua, FI. 32616-0562
352-214-7300
tomaudit@Wndstream
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FLASHING - DOOR / WINDOW
STEP 1. APPLY SEALANT PRIOR TO BUCK INSTALLATION.
STEP 2. APPLY SEALANT AT INTERFACE OF BUCK TO CMU AFTER BUCK INSTALLATION.
STEP 3. WET FLASH ENTIRE BUCK AND CMU A MIN. OF 8" ON FACE OF EXTERIOR WALL,
STEP 4. APPLY SEALANT AT WINDOW FLANGE TO DRIED - WET FLASH SURFACE ON
OUTSIDE EDGE OF BUCK. TO FILL SHIM SPACE BETWEEN DOOR JAMB AND BUCK,
APPLY EXPANDABLE FOAM.
NOTE:
- SELF ADHERING MATERIALS (WET FLASH) SHALL COMPLY WITH AAMA 711.
- SEALANT SHALL COMPLY WITH AAMA 800 OR ASTM C920 GRADE NS OR GREATER.
FOR PROPER JOINT EXPANSION AND CONTRACTION. R703.8 FLASHING.
- EXTERIOR FINISH SHALL BE SEALED DIRECTLY TO WINDOW FLANGE OR DOOR JAMB..
2X8 PT WOOD BUCK SIDES AND TOP FASTENED TO BLOCK AND BEAM WITH 1/4" TAPCONS
12" O.C. DOOR FRAME SIDES AND TOP FASTENED TO BUCK AND THRESHOLD INTO SLAB
WITH 1/4" CEMENT SCREWS THROUGH FAC"-ORY HOLES OR PER MANUFACTURER'S
SPECIFICATIONS. MINIMUM S(,jREW EMBEDMENT INTO BI-OCK, BEAM, OR SILL 1-1/211
.
WALL DETAIL {�,f.;n►�
SCALE: 1-1/2"
POURED B N11-11
BEAM
POURED CONCRETE MASONRY CELL
PT 2X4 WINDOW BUCK FASTS k- WITH 1/4" TAPCONS, 14'"
O.C.) 1-1/2" EMBEDMENT INTO POURED CONCRETE COLUMNS
AND BEAM
ALUMINUM WINDOW FASTENED THROUGH EACH FACTORY
SUPPLIED ATTACHMENT HOLE TO WINDOW BUCK PER
MANUFACTURER'S SPECIFICATIONS.
WALL DETAIL - WINDOW
SCALE: 3/4 111111 = 1'-0"
S/p" MIN. STUCCO
FINISH
Ct 1U LINTEL -SEE
LI 4TEL SCHEDULE
FL 4SHING
2 P.T. WD. BUCK
F STEN TO CMU
A ACHMENT AS P
PF ODUCT APPROV)
F ENCH SLIDER-SI
D OR SCHEDULE
a:.1acguj
FF ENCH SLIDER -SEE
D OR SCHEDULE
AITACHMENT AS PER
PF ODUCT APPROVAL
C AULK @ FRAME
CONT.
2 P.T. WD. BUCK
F STEN TO CMU
F SHING — ___
G OUT FILL CELL
# BAR @ ALL
0 NINGS
CH SLIDER -SEE
2 SCHEDULE
AiriACHMENT AS PER
P DUCT APPROVAL
SLIDPE WALK AWAY
FF40M OPENING ---
A
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1/ " FIBEROUS
ENIP.JOINT
u:
RIGID INSUL.
(R5.4)
5/8" GYP. BD.
FURRING STRIPS
@ 16" o.c. HORZ.
ATTACHMENT AS PER
PRODUCT APPROVAL
FIN. WOOD
CASING
INTERIOR
ATTACHMENT AS PER
PRODUCT APPROVAL
- FIN. WOOD
CASING
FURRING STRIPS
VERTICAL @ END
.e.
a
5/8" GYP. BD.
Qua` RIGID INSUL.
(R5.4)
-� 1- - ---- THRESHOLD PER
� D
CONC. SLAB -
o, SEE FDN PLN
n >
6
SILL;'
MANUFACTURER
�
GROUT FILL
FLOORING- SEE
!r FIN, SCHEDULE
DOOR
-HEAD-SILL-JAMB
SCALE:
1-1/2
111 = 1
1.011
MIN.STUCCO
C U LINTEL-
S E BEAM SCHED.
P.T. WD. BUCK
STEN TO CMU
AULK @ FRAME
NT.
NDOW-SEE PLAN
NDOW-SEE PLAN
S PE STUCCO SILL
A AY FROM WIN.
E GE
F SHING
CU LINTEL -SEE BEAM/
LI TEL SCHEDULE
FINISH
-SEE PLAN
AULK @ FRAME
NT.
P.T. WD. BUCK
>TEN TO CMU
G UT FILL CELL
#5 BAR @ALL
OP NINGS
HEAD
RIGID INSUL.
(R5.4)
5/8" GYP. BD.
JP
FURRING STRIPS
@ 16" o.c. HORZ.
N
i
_FIN. WOOD
CASING
WOOD HEAD W/
PTD FINISH
--
\
ATTACHMENT AS PER N.O.A
\>--
SILL
ATTACHMENT AS PER N.O.A.
- - --- 2x P.T. WD, BUCK
FASTEN TO CMU
VERIFY w/ OWNER
FIN. WOOD SILL
�I
\� FIN. WOOD TRIM
FURRING STRIPS
@ 16" o.c.
\ g RIGID INSUL.(R-5.4)
5/8" GYP. BD.
n
JAMB
VERIFY SILL W/
OWNER
WD JAMB W/
PTD FINISH
FIN. WOOD
CASING
FURRING STRIPS
VERTICAL @ END
5/8" GYP. BD.
RIGID INSUL.
(R5.4)
WINDOW -HEAD-SILL-JAMB
01111 = 1.011
SCALE: 1-114 1
SCALE: AS NOTED
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, 9. 32616-0562
354' - 214-7300
tomauditoq.windstream. net
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FILE #
SHEET#
S-5
9 JUNE 2017
M1IAMI-D:,",3Vj$ MIAMI-DADE COUNTY
"M PRODUCT CONTROL SECTION
DEPARTMENT' OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) T www.mJShmidadt.Zov/econow1
'p-6T Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AT4J (in areas other titan Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposeg. If this product or material fails to
perform in the accepted manlier, re
er, the manufacturer will incur the experts e of such testing and the AHJ may
immediately. revoke, itiodify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series 11PGT1' Clipped Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets I through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change, in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement
of any 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.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 14-1105.01. and consists of this page I and evidence pages E- I and
E-2, as well as approval document mentioned above,
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No, 16-0218.03
_ni
IN$ Expiration Date: May 26,2021
.1 Approval Date: April 14 2016
Y41111 Page I
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
MAYBE
rITHfR,T,HE_
t H R N
STANDARD 4
AID
.IMIS.ET MULL
T
MA
CLIP MAYBE
.ST.
INSTALLED BY 4
T T. T.
HIS METHOD
4
A
EXTERIOR
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 18-168
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name
Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
_
+31.2/-35.7psf
+70/-110 Psf
-
P!T
SH 5500
16-0714.03
7/8" LIG
Anchored thro,,,ijh frame directly in!.,, 2x Buck
Di i. "A" Mullion to 2x.�, Fi,-,Ack
Anchored through frame dii �Tl�� nil,,, 2x Buck
Mullions
31.2/-35.7psi
P� , T
6300JR
PW 5520
16.0218.03
5012.12
7/8" LIG
Fixed Glass
31-2/-35.7psf
+70/-70 psf
PGT
Block Glass
Skylights
Sliding Doors
i"31.2/-35.7PSf
+92/-92
PGT
SGD-5570
15-1210.01
7/8 LIG
Detail 2 into 2x4 framing or Buck
Swing Type Doors
+31.2/-35.7psf
+50/-50
Therma Tru
Fiber Classic
7347.1
Through frame into 2x4 Buck
French Doors
+36-4/-41.4
AMARR
Olympus 3200
21867.2
N/A
Per Installation Instructions
Garage Doors
+31-2/-35.7
Hurricane Protection
1 94 `,,.,"Ult
N/A
Roof Ventilation
Unvented
Roofing Material
+ 1 3.4/-73.8ps
Tamco/TriBuilt
ilt-w
18355.1/16048.1
Per Tamcci Product Approval/ Underlayment Self Adhering
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof- Cert. No. Date:
MULLION
-MULLION
SEE SHEETS
HOLE
<
LOCATICIS
EDGE
DISTANCE
;,rIFOIR 11WO,
.CREWS
.250 ' MAX FOR
ALL MULLIONS
DETAIL B:
MULLION ATTACHED TO IX
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
EXTERIOR
\ THE OFFSET CLIP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS. BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES,
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES IB-1613
EDGMND
DISTANCE
SEE TABLES
ID-168
AttuMIENT�
"OT"":
- SEE NOTE
SHEET 1.
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3,
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO iW S.S. AGGREGATOR MASONRY ANCHORS,
4
..�DG5
NCE
FOR --
MASONRY
ANCHORS
jutl
/,-MULLiON
FffTYP. ANCHORckuo
AN' -PEFt SUBSTRATE,
IT'TAOFIMENT SEE SEE TABLES 10168 U.
Y OTHERS
C14
SEE NOTE 1,
SHEET 1.
Z
•0
MIN 2,7 KS1 EDGE LLI
CONCRETE OR CJ4U
___I_DISTANCE, W
SEE SEE TABLES = 3:
EDGE
DISTANCE 18.168UO R FOR MASONRY W < 0
ANCHORS M U) 8
SIDE VIEW Z to fn
o
EtTNERI
HE
TW
STANDARD OR 0 6
OFFSET MULL Z
do CLIP MAY BE
INSTALLED BY
No !Wz
THIS METHOD, _J
A 4
4
7YP. ANCHOR
",--PER SUBSTRATE,
SEE TABLES 1B-168
BUCKSTRIP
AND
ATTACHMENT
BY OTHERS,
EMBEDMENT SEE NOTE 1,
SHEETI.
MIN2,7 KSI CONCRETE OR CMU
FRONT VIEW
PROO(ICTREVISED
as complying, Willi go FINA11
Building Code
Acceptance NO
L�,, imition P.It
By
Miamitrodu
IIII
10" , INN N
No.58705
e 4ir, V] 16 CLt
0 A. Lfli MILLE , , �.E.
FL P.E.# 58705
TABLE 1A
Mullion Capacity TWa ilh%M'l
Opening Width (for ver1ica1Vsparyir4gmL810T*
TO in 00 in �u In I In 120 In W in
imtsingul Rellan"r II-Trapridang, Rectangular Trap/Triang. R�Iarqiuiar Trapffdang RectarigiAw TrWTO,,,,
TraprVierig. "J'Ax T1.Pft1IU "Y"an
lowing Loadrig Loading Loading Loading Loading Loading Loading Loading Los .,g ng Loading Loading Lwiling,
Al _&T 11�
E 8 T
1 40 104, 319 55,9 408 104,0 319 46.6 408 104.0 319 39,111 319 4W 104.01 319 1
312 0 248 1 48.0 312 63.2 61.
3.5 1 _77- 312 61.3 1 244 1 37.5 312 61.0 244 31-2 -112 -61,0 2-44 26.8 -312 244 2,3,4 312 164.0 1 244 I
I x 2 x.126
Alum, Tube
Mul ton
50 In
BO In
Rectangular
Loading
TreFirroang.
Loadirig
Retionow
Loadng
Traollang.
Loading
1 1 42
1
1111,111
408
129.6
332
93.2
408
"a in
46 in
14 9
74.9
3 2
312
819
26B
62
1`3.4
252
1.
150.6251n
63,9
281
2.1_
70.6
234
63.2
28t
011
226
5.6
281
65. 7
224
1 39.0
281
52.1
222
13&5
261
50.1
220
31.9
281
49.3
219
26.6
281
49.3
21111
22,11
28t
49,3
1 219
2110
281
491
219
54 In
52.8
247
67.5
207
43.9
247
49.5
M
7.6
2,47
444
ag
199
32.9
247
41.6
106
29.2
247
39.4
194
2&3
247
36A
193
21,9
0
247
XI
193
11i.-S
38.1
193
116.4
247
36.1
193
C
J411
Win
38A
200
[4
41.2
170
35A
168
7.4
200
E224
31.5
163
24,0
200
269
1W
21.3
200
21A
159-
192
2W
25.9
07
16.0
200
25.0
156
03 In
33A
101
35,3
155
27.6
181
30.3
1152
3.7
181
26.9
149
20.7
181
24,5
146
1114
181
228
144
14LO
181
21.7
143
66 In
28,11
165
30A
142
1 24,0
165
1
130
6
165
18.0
145
21.0
IU
72 In
22,2
139
23.3
1120
1 10.5
139
19,111
111) 116.9
1 139
11.6
1 1,18
76 In
to,
125
19.7
1 100
16,7
126
16.0
101
_+1
76 In
5
1 "
1
11
1
I
I
I
_I
I
Anchor Clip Pattem
Anchor Type:
31101 Bea
on 1A* Eko LWOW
5114"Eko
Ultracon
3118*0: Ullracon
IWEICOURFacon
RrSSEIG*15/i6'Eto
AW*GaW
UK.0-
V4.1�
A00101
MOSHM
SO-05)
1113281"
Screw(GS)
#12S1W
Sonaw((35)
T-me (in),
11.
-ire 1.
;F,7
3�ilg`
1'
2-1tr
2
3-118r
0.46'
0, sw4e'
0C 8�.!:Wor.
G_ 1(2)26Angl,-I Ig 3;'
0, 4do.121, tftr.
I AnChol 1p (Fig t Iba
2Ach, i. Q IAF Mn, O.0 I i CA,p (Fig 611 240 gas i
V, •
f-W, WA
1-TV
all.
?
1.11r
l4w
1.1/4'
1.
94b
N/A
1-3/r
-1w
Miss
_T844 Wo
270 flas
2W The
354 Iba
740 W
�74 The
684 IbS
30 Ris
442 Ibs
SWIbs
MA
NIA
WA
�Ibl
WA
NA
WA
NIA
662 In
112011is
00 Iias
15M RD&
1896 Ras
UO 4*
560 IbS
WA
760 Ilis
748 to
SW Ibb
1892 Itia
$82 Val
845 The
NIA
112o rbS
7150rs
i�A
WA
14A
WA
WA
WA
NIA
WA
NIA
WA
WA
WA
351ba
1 Olt
187 U
332 gas
EN4
2 21 IbI
--ibo -Ibs
'22
Iw Ibs
I WA
I WA
I WA
WA
I WA
1 WA
.1.
+ 44 4
�: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATIERN AND ANCHOR VALUES AS THE STANDARD CLIP
ii X ANCHOR CAi ANCHOR CAP.-
MULLION CAP--,--)
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
-I 1.000.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 1
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
C
[:_
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
2.000"
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5:
FIGURE 6:
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
VX 2'X.12W MULLION
tr
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
SCALE: AS NOTED
Thomas E. Audit
,I Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, Fl. 32616-0562
352-214-7300
tomaudit@windstream.net
PRODUCT REVISED
as complying with the Flo"
Building Codc .fi.b3
Accep "'No •Cl 1
P. u8fi
V
By
NN
FL 158705
1`7
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FILE #
SHEET
28 JULY 2017
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MIAMU I I MIAMI-DADE COUNTY
,
=4 PRODUCT CONTROL SECTION
. 11 805 SW 26 Street, Room 208
1
1 1 VIPARTM ENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 331175-2474
130ARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE .Q�PA)__ www.miamidarlexiov/eco - nom Y - PGT Industries
1070 Technology Drive,
North Venice, FL 34275
SCOPE: I .
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
is NOA shall not be valid I . The Miami -Dade
(In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the ARJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone. I
DESCRIPTION: Series "5570/277011 Vinyl Sliding Class Door (Reinforced)-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (T.M)", sheets I
through 21 of 21, prepared by manufacturer, dated 10105/15, signed and scaled by A. Lynn Miller, P.E.
bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations: .
1. See table 1 (sheet 7) and table 2 (sheet 9) of this approved drawing set for applicable SGD unit sizes,
design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements.
2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid
PVC to be labeled per referenced NOA's requirements.
3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable.
4. Pocket walls under separate approval, to be reviewed by Building official,
'
LABELING- Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein. .
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting, the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 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. .
ADVERTISEMENT- The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be
done in its entiri:ty.
INSPECTION-, A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA #15-0409.02 and consists of this page I and evidence pages E-1, E-2, & E-3 as
well as approval document mentioned above, '
The submitted documentation was reviewed by Jorge M. Plasencla, P.E.
I
-E) DE t. I NOA No. 15-1210.01
MIAMI
1 , , . El d? ,C\�%. Fipiration Date: April 14, 2021,
z\ I. Approval Date: March 3,2016
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Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, Fl. 32616-0562
352-214-7300
tomaudit@windstream.net
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9 JUNE 2017
MIAMI I�M
iKIAMI-DADS COUNTY
�,
ry, PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOIJRCF.S (RE
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION 'T (786) :115-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE NUA www.miamtdade,gvvJecnriol_1
.. •..-..____ __._._......_.- __.._._._._.._..__ ______._........_.........-
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials, The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction A v g Ju sd icti n ( a HJ).
Miami -Dade
This NOA shall not be valid after the expiration date stated below. The a ade County Product Control
Section (In Miami Dade County) ty�and or the AHJ (in areas other than Miami Dade County)resera the right t
t r quality assurance purposes, If this product or material fails to
to have this product or material.tee ed for q a ty as c p rp
perform in the accepted manner, lire 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 this acceptance, if it is determined by Miami -'Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "5500" PVC Single .Hung Window - L.M.I.
APPROVAL DOCUMENT:
NT• Drawing o. MD-S5500-01 titled "Single
« i
n le Hung Window Installation -
f,M", sheets I through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,
signed and sealed by AnthonyLynn Miller Py., bearing the Miami -Dade County Product Control Revision an
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
t
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modeUseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
x x
the performance of this product.
no change in the applicable building code negatively affecting p
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically germinate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPFCTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
the request of the Building Official. t h e
distributors and shall be available for inspection at the job site a q g
This NOA revises NOA# 15-0519.05 and consists of this page l and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0714.03
MIAMI rX L i 6ura=Y fj11
f(t�t � � Nxp►ration 10ite: Only 30, 2020
' , ✓ e°n e {-.-;. , of , ..�.'K , !' i'`�.
( Approval Date: August 18, 2016
7 ,#11Pagel
6/9/2017 Florida Building Code Online
Product Approval Method Method 1 Option D
Date
Submitted
12/16/2015
Date
Validated
12/18/2015
Date
Pending FBC Approval
12/19/2015
Date
Approved
02/10/2016
Date
Revised
05/09/2017
FL # Model, Number or Name
1_ .._..._..... - -- ---- - ._ .._ _.. - -... -... -- - .. .. -1_..._......__
18355.1 Glass -Seal, Elite Glass -Seal,
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge and Vintage
Hip and Ridge Shingles
-_ ..-......I. .................. ........ . .
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Description
__ "-......_._...-..__ ..__._....--_--..__ _-_
ASTM D 3462 asphalt shingles and hip and ridge shingles
Installation Instructions
FL18355 R2 II TBP150.01.2 FBC 20-1-4 Product Evaluation
_ReaQrt Shi gles.Ddf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
/valuation Reports
i R2 AE TBP1001.2 FBC 2014 Product Evaluation
IX port Shinoles.pdf
Created by Independent Third Party: Yes
Bark _ :-1
Contact Us :: 2601 Blair stone Road. TallafisFL 32399 Phone: 850-487-1824
ssee
The State of Florida is an AA/EE0 employer. copyright 2007-2013 State of FlorAQa• :: Privacy Statement :: Accessibility statement : r Refund Statement
request, do not send elec'
address released m re to apublic-records
I i- f r t w r -mail response req
Under Florida law, email addresses are public records I you do to ant your e
W Y Y
4 want to Sectio,•
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have am questions, please contact 850. 87.1395 *Furs
email address if the h-
one, 4 F.S. must vide the Department with an Y 55
4 7 Florida Statutes, effective October 1 2012 licensees licensed under chapter pm P 55 2 5 i d Sta pte
( 1,
public r do not wish to supply a
. However email addresses are � c record. If you pp Y we a n i m forofficial men nl tl n with the licenser. P Y a e. The emai s rovidetl a he used o eco u ca o ce
p Y
licensee under Chapter
ine if you a real made o [he noise. To determine p
personal address, please provide the Department with an email address which can be e t p y
455, F.S., please •{!rI here .
Product Approval Accepts:
!ia7
Safi,
ITT
https://www.floridabuilding.orcVpr/pr-app-dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofK`/`2fwzvJ5jeSATGIJHAHmKgOw%3d%3d 2/2
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TEE, ..,'':AL. SERVICES, LLC
Manufacturer: TAMKO BUILDING PRODUCTS
220 West A" Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE 5T" EDITION (2014)
Issued December 142015
Quality Assurance: 11L LLC (QUA9625)
SCOPE _^
._
-_
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1,
1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCE
I tAN
Pf , ' ,
Standard
Year
111t1 Cor , 'I, ` -r:als Technologies (TST5878)
1 t;
TAS 100
1995
{' : Cor' � f'I -rials Techntilcagies (TST5878}
TAS I00
1995
PRI Cor: � ii l' 1: ,-,vials Technologies (TST5878)
TA i' i � . :
TAS 100
1995
r'RI C r , f'•1r,i rims Technologies (TST5878)
TAP -I ` l of
TAS 100
1995
Cr:
Ct,,i. oars Technolo Technologies "8
9 4 }
TAP-1 ' J_ 1
0
TA 100
g
1995
PRI(, „, t,l ills Technologies ITS '8)
TAP-1 i2-ir1
TAS 100
1995
PRI , f1 tt � Technologies (TST' 8)
TAP-1'l )2-01
TAS I00
1995
PR! ; true r s ,a1s Technologies (TST 'r3)
TAP IC -)-Oil
TAS 100
1995
PRI i ngtruc a at ruts Technologies (TST` '3)
Tr r
TAS 100
1995
PRI ! r 1r i+>riafs Technologies �'� 8)
TAP 1
TA 100
1995
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T 00
1995
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TAP-31 ` > ,, 2
T
1995
PRI Cons : , ,. , '- ,'! v Tech„ ,"'; ; k?)
TAP-3
A L"(381
2008(2013)ei
PRI Construetian Materials Technologies (TS )
TAP-3 '
TAS 100
1995
UL LLC (TST9628)
02NKG�
ASTM D 3161
2009
UL LLC (TST9628)
04NK21 :,,
A 51 D 3462
2009
UL LLC (TST9628)
051\11<' i 1'6
A ",1 D 6381
2008(2013)e1
tl , tg0
A n 7158
2008d
UL LLC (TST 1 " 3)
or ,3
- 31(31
2009
/
2009
UL LLC t � F „ :"1;
s2
A , !,
2009
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4 s� ' 141;7as
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2009
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PRODUCT DESCRiPTION
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TAMKO BUILDINGPFObUCTS
Asphal Shingles
Elite Glass -Seal@ 12-1/4" x 36' `S-,'h s i, , ` :,lass F and ASTM D 7158, Class H self -seals
g, 3-tab
(Frederick, Joplin & asphalt shingle with t iibt a` ) , mat coated on both sides with asphalt and surfaced
with
Tuscaloosa) ceramic granules cxarr ', =vith ASTM D 3462.
Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self -seat
, 3-tab
(Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced
with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass -Seal 12-1/4" x 36", ASTM P "r" r'lass H 5 Ir_cealir 0 ^ ,ar, :-,-.,Halt sir ,,:In -ith fib
erg
(Joplin) mat coated on both siii, lh ,, ,r ,,, ,r, -:P rd, ,P:,.i; :;�, �i �.s c
mplying
with ASTM D 3462. SMr)_ql ', ,,, r , ., a,r..� 1 ! rely,
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H f
)erglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral
Iranues
Joplin, Phillipsburg & complying with ASTM D 3462,
Tuscaloosa)
Heritage® r Premium 13-1/4" x 39-3/8", ASTM D 3161, Class anti A", FM D 7158, Class H fiDerglass
(Dallas, Frederick, reinforced, laminated architectural asphalt sh` 0- surfaced with mineral
ranules
Phillipsburg & complying with ASTM D 3462.
Tuscaloosa)
Heritage�7 Premium 12 x ,t, ` (\STM D 3161, Class F and ASTM D 7 S, Class H Graf ruiKass re
inforced,
(Frederick) lam r te,1 �irchitectural asphalt shingle surfaced wir.. 'nineral granules comps)
ing with
ASTM D 3462,
Heritage) Vintage( 17-1/2" x 40", ASTM D 3161, Class F and ASTM D' >?. (1 .,, H rir ,0 ,,s re
n forced,
laminated architectural ;is halt shingle surfaced wit[, nlwot rants, k � ecru 1
(Phillipsburg) P g g p
in with
9
ASTM D 3462.
Heritage(g) Woodgate 13-1/4' x 39-3/8", ASTM 0 3161, Class F and ASTM D 715lass H fer ess
(Dallas & Frederick) reinforced, laminated architectural asphait shin shingle surfaced withmineralraes
complying with ASTM D T 3462.
Heritagel Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated arct itectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. hingies
shall be used in the non-HVHZ only,
Hip and Ridge Shingles 12-1/4" x 12', ASTM D 3161, Class F fihc,r:ri ,er r n d, [)ip and ridge asphalt
(Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Viri Hip and Ridge 12" x 12 ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphal shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462_
'I;i-,rt ',7 I'Ilq l,;2', = )1o;' ,,1i
___._ _........ -_.
;r,n report is provided for c ,., ,
,=rvices, LLC of anyprodui.: ' l"_, >l,'s or quality a r' , � , ;;,a.
_= on report does not exil - nply warranty rn. , ": t not
iy addressed herein. l
6/9/2017 Florida Building Cade Online
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BCIS Home Log In i User Registration Hot Topics j
Submit Surcharge : Stairs & Facts Publications FBC Staff BCIS Site Map
: Links 5^arch
ff,j
1 Product Approval
' i
,
_i USER: Public User
-
Product Anproval Menu > I?mduct or Application Search > Application. List > App"cation Detail
7„ m^k '
�,
FL #
FL18355 R2
#
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer
TAMKO Building Products, Inc.
Address/Phone/Email
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext2305
kerri-eden@tamko.com
Authorized Signature
Kerri Eden
kerrl_eden@tamko.com
Technical Representative
/ Address Ph ne Email
/ o
Quality Assurance Representative
Address/Phone/Ema i I
Category
Roofing
Subcategory
Asphalt Shingles
Compliance Method
Evaluation Report from a Florida Registered Architect
or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Zachary R. Priest
the Evaluation Report
Florida License
PE-74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
01/07/2019
Validated By
Locke Bowden
4 Validation Checklist - Hardcopy Received
Certlflcate of Independence
ELIB355 R2 COT TBP15001 2 FBC 201.4 Product
Evaluation Report
Shina.les.pdf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D 3161
2009
ASTM D 3462
2.009
ASTM D D 7158
2008
TAS 100
1995
Equivalence of Product Standards
Certified By
Sections from the Code
https:llwww.floridakwilding.orglpr/pr_app dtl.aspx?param=wGEVXCrwtpquvosrHazGXOW83MPT3uoffC%2fwzvJ5)eSATGIJHAHmKgOw%3d°/aid
Aa ti
t ,
Tit
Hr 1.
Basic Wind Speed (Vuity
Frederick, Joplin,
Basic Wind Speed (Vasa):
F nillipsburg & Tuscaloosa)
Deck (HVHZ).
&
Heritage@ Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
&
Heritageig) Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ).
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
p
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 In, plywood or wood plank for
new construction; Min, 15/32 in, plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15t32 in. plywood or woad plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12,
installed with 5-5I8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nair
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Ter.}1 �; , t C of , r rr c; -I«n1r�s 4I quakl, ,'y angel throughout the duration for which this report is valid.
_ ,,11 . , ,rr dries n i. „,• oMy warrar, recommended use, or other produrf attributes that are not
specifically aaddrossed herein.
SCALE. AS NOTED
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, FI. 32616-0562
352-214-7300
tomaudit a@windstream. net
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6/9/2017 Florida Building Code Online
5 " \e\
3CIs Hine tog In User 2 g strat.tor H W r>p r< Submit Surcharge Stats & Facts r Publications FBC Staff BCIS Site! Map Links Search
n &6e Product Approval
USER: Public User pra
Product Aogroval Menu > Product or Application Search > Aoolicstlan List > Application Detail
In FL # FL7347-RS
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbldgconsultants.com
Authorized Signature Rick Wright
rickw(arwbldgconsultants-com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Exterior Doors
Subcategory
Swinging Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or
a Licensed
Florida Professional Engineer
7' Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License
PE-43409
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2018
Validated By
Ryan 3. King, P.E.
4" Validation Checklist - Hardcopy Received
Certificate of Independence
FL7347 PS COI Cerfific#Le Of Independence.odf
Referenced Standard and Year (of Standard)
Standard
Year
ANSI/AAMA/NWWDA 101/I.S.2/A440
2005
ASTM E1886
2002
ASTM E1996
2002
ASTM E330
2002
TAS 201, 202, 203
1994
Equivalence of Product Standards
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 01/31/2015
Date Validated 02/02/2015
Date Pending FBC Approval 02/06/2015
Date Approved 04/15/2015
Summa f Products
FL # Model, Number or Name Description
7347.1 a. "Fib
erClassic "SmoothStar', TO x 6'8 "Impact" Glazed Fiberglass Single Door (X) -
ClassicCraft" or "ClassicCraft Inswing or Outswing
1 Rustic" II
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL7347--R5 11 Inst 7347.1•ndf
Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 7347.1 for Design Pressure Ratings by FE734ZR,5__ EVAL 7347.Lodf
specific Model and for any other additional use limitations Created by Independent Third Party Yes j
and Installation instructions
._....... _
7347.2 b "Fiber —Classic", "SmoothStar", 3'0 x 6 8 "Impact' Glazed Fiberglass Single Door with Sidelite
"ClassicCraft" or "ClassicCraft (OX or XO) - Inswing or Outswing
Rustic"
................ ........-.......-
Limits of Use Installation Instructions
Approved for use in HVHZ: No P 347 R5 II Inst 7347.2pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 7347.2 for Design Pressure Ratings by FL7347 R AE EVAL 7347.2 Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
7347.3 c. "FiberClassic "SmoothStar", E 3"0 x 68 "Impact' Glazed Fiberglass Single Door with
"CiassicCraft" or "ClassicCraft Sidelites (OXO) - Inswing or Outswing j
Rustic" I
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7347 R5 .11 Inst 7347 3._pd...f
! Approved for use outside HVHZ: Yes Verified By. Lyndon F Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports i
Other: See INST 7347.3 for Design Pressure Ratings by FL7347 R5 AE EVAL 7347.3.ndf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
7347.4 d. "FiberClassic", "SmoothStar", 60 x 68 "Impact" Glazed Fiberglass Double Door (XX) - —
"ClassicCraft" or "ClassicCraft Inswing or Outswing
Rustic"
---- - - -------- ----.-------------- . . .........
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL1347 R5 II In3g7,4pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 7347.4 for Design Pressure Ratings by FL7347 R5 AE EVAL 7347.4.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
-. .......-. ........
7347.5 e. "Fiber -Classic", "SmoothStar", 60 x 6'8 "Impact" Glazed Fiberglass Double Door with
ClassicCraft" or 'ClassicCraft Sidelites (OXXO) Inswing or Outswing
Rustic
Limits of use Installation Instructions
Approved for use in HVHZ: No FL7347 RS II In747 S. dff
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yca Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other See INST 7347 5for Design Pressure Ratings by —FL7347 R5 AE EVAL 7347.S.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions
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SCALE: AS NOTED
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, FI. 32616-0562
352-214-7300
tomaudit@windstream.net
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Florida Building Code Online
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'- Product Approval
. 'USER: Public user
Fr_otiuct.Approy�al,.Me{5p- > argsluct or„pp(Illcatlon Search
> ApglIlon Ust > AppMeatbn Detail
FL #
FL16048-R4
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer Tri-Built Materials Grdup, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz c@tribuiltmg,€om
Authorized Signature David Ruiz
david.ruizatribuiltmg,com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
201 842-2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
x3 �.
{ o-v!
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report = Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nieminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/16/2017
Validated By
John W. Knezevich, PE
Validation Checkli3t - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16048 R4 COT 2016 01 COT Nieminen.odf
Standard
Year
ASTM D1970
2009
ASTM G1.55
2005
FRSA/TRI April 2012 (04-12)
2012
TAS 103
1995
Sections from the Code
https:/AA ww.floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8iv`/o2fglJauQK006ShW9BigGzhge/p3d`/o3d
6/9/2017
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Building Code Online
Method 1 Option D
10/06/2016
10/17/2016
10/19/2016
12 13 2 i 06
FL # Model, Number or Name Description
16048.1 TRI-BUILT Roof Underlayments
s Self-adhering,modified
ed bitumen roof underla merits
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16048 R4 IT 2016 10 FINAL ER TRI-
Approved for use outside HVHZ: Yes DMIT UNDERLAYMENTS FL16048-R4,Ddf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-67.5 Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use Evaluation Reports
of foam -on tile systems overtop the self -adhering FL16048 R4 AE 2016 10_FINAL _ER_TRI-
Underlayment for one particular application. See ER SectlOn I BUILT UNDERLAYMENTS FL16048-R4pdf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use
C4.�rrk f�ext
Contact Us :: 2601 Blair T Phone: 850-487-1824
The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want y ,n e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditm, . mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees hcen„"i 1 r Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication wil r However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address :de available to the public. To determine if you are a licensee under Chapter
455, .k here .
Produ, 1 Approval Accepts:
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Flty.D
lji,rierI ixfm,l Itp; in F , n� Tile Applications: FRSA/TRI April 2012 (0 1-12)
dot , r, . � 1.,llce of all and 11 r-,rn systems beneath foam ran file systems, here
the w,,, t . rnl 5 ,� of :I:e load -path. T'w lollowing Wind uplift limitatiri� direct deck
underla ::ms tl,alt are not addressed in FRSA/TRl April 2012 (04-12) and a i,n- the
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aRo _i rr and reflects the ultimata° �> , ��"nsqurn rl+a �_ _ 2 to 1 margin c)
per , i it dy been applied), Rely .)f design wind pressi�
S.6_41 `IfmDF,i`� f,;�r ..-w_45.0osf.
ck: �- Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Prirw,r: (Optional) ASTM i?41
Unri , wment: Tri-Suitt S/A H f 3 U Underlayment, self -adhered.
5.6.4.2 Maxi0lum Design Pressure = -67.5 ,r 4f.
Deck: Structural conA � to to meet project requirements to satisfaction of AHJ.
Primer: Soprema Elastr , of 600c
Underlayment: Tri-Built S/A H t TU Underlayment, self -adhered.
5.6.4.3 Maximum De ,,v 'ressur£, -60,0 jsf.
Deck: , i. 3 , MSlywood to nits, uroject requirements to satisfaction of AHJ
Base Sheet: loprema Sopra-G or Modifl, mechanically attached with nails (FBC 151i .5,1)
and tin caps (FBC 1517.5.2"1 h '`1 ox, at the 4-inch laps and 6-inch o,c. in t 1ree,
equally spaced rows in the ci c:i thf meet.
derlayment: Tri-Built S/A HT TU Underlavi iientr self-,1, _�d,
5.7
5.71 Tri—Built Sal- is 5A Shingle Ilnderlayrrrent rnBuilt Smooth HT S/A Underlayment s not b left
—nosed for ,..,ter , l i,_{r 10-clays, after inst t11 <,
5.7.2 Tri-Built S/A HT TU Underlayment shall net he ii,it exposed for longer than 180-days after in ,t ilirltion
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published install tion
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protru&, nail heads. Sweep the substrate thorot ighly
renri di ,,t and debris prior to appl -r,;, 0'In; pr'�rw "i)P substrate (if applicable).
6.3 It Suitt sand-P ';hing_te Underi megt, Tri-Built S/A HT T_U_Underlayr»ent or Tri-Built Smooth H S A
[bird rrtte:r'1t,
6.3.i Shall ;,e instafted'In compliance with the requirements for ASTM D1970 Underlayment in FBC Sec ions
1507 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slate J for
installation within 24 hours,
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is i , .,I ,, ooc l-off the release film diagonally while holdin E the
membrane tight. Firmly roll, broom or hand -pi , rrornbrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, c _, fshred to shed water, Vertical seams should a 6-
inches and staggered not less than 2-ft from verl'ic ns in the course below, sealed in accordance with
TRi-BUILT requirements.
Exterior Research and Design, LLC.
Certificate of Autharizatfon #9503 FBC NON-HVHZ EVAt UATtON
Evaluation Report A42960.
Revision 4: 10/06/k016
Page 9J of 5
TRINI ED
When installing at slopes above 8.12, TRI-BUILT recommends back -nailing in the overlap area at the top of
the sheet at 12-inch o.c.
For VallevS and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
or ridge, Drape and press sheet into place, working from the center of the valley or ridge in
e r-r,on. For valleys, apply the sheet starting at the lowest point and work upward.
F ' ? 5,�pl,cations (Tri-Built S/A HT TU Underlavmertt onlyl:
t,
A Is made to FRSA/1'R1 April 2012 (04-12) Installation Manual and Table 1 herein, using the
rructions noted above as a guideline.
For foam -on the applications, references is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRi April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product,
8. MANUFACTURING PLANTS;
Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 9N-3 CIA requirements.
9, QUALITY ASSURANCE ENTITY:
UL, LLC — QUA9625; (314) 578- 406; k.chancellorOus.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization#9503
FBC NON-HVHZ EVALUATION
Evaluation Report A42960,10.12-R4
FL16048-R4
Revision 4: 10/06/2016
Page 5 of 5
SCALE: AS NOTED
Thomas E. Audit
Florida Professional Engineer
License No. 31419
PO Box 562
Alachua, FI. 32616-0562
352-214-7300
tomaudit@windstream.net
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6/14/2017 Florida Building Cale Online
6CIS Home Log In User REglstratior Hot rop,cs ', Submit Surcharge 1 Stats & Facts Publications FBC Staff j BCIS Site Map = rinks Sea
Product Approval
'USER: Public User
Prg�t�rt Agorpval Menu > PraducY or Aoollcatian Search a Aooliratlon List > Application Detail
r FL # FL21867
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Amarr Garage Doors/Entrematic
Address/phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336) 251-1307
robert, richardson@entrematic,com
Authorized Signature
Robert Richardson
robert.richardson@entrematic.com
Technical Representative
Robert Richardson
Address/Phone/Email
165 Carriage Court
Winston-Salem, NC 27105
(336) 251-1307
robert.richardson@entrematic.com
Quality Assurance Representative
Danny Joyner
Address/Phone/Email
Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
d)oyner@amarr.com
Category
Exterior Doors
Subcategory
Sectional Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Thomas L. Shelmerdine
the Evaluation Report
Florida License
PE-0048579
Quality Assurance Entity
Intertek Testing Services NA, Inc.
Quality Assurance Contract Expiration Date
01/01/2027
Validated By
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL21867 RO COI Staterilent of Independence 2017pdf
Referenced Standard and Year (of Standard)
Standard
year
ANSI/DASMA 108
2005
ANSI/DASMA 115
2005
ASTM E1886
2005
ASTM E1996
2009
ASTM E330
2002
ASTM F588
2004
TAS 201, 202, 203
1994
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Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/14/2017
Date Validated 02/15/2017
Date Pending FBC Approval 02/18/2017
Date Approved 04/04/2017
FL #
Model, Number or Name
Description
21867.1
Amarr Olympus 3200 (Model
IRGC509 155 15 I Thru 9'-0" wide
-^-^
C500);Amarr Designers Choice 3200-
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL21867 RO II IRC C509-155-15-I Drawing 7 IO FL ndf
Verified By: Thomas L. Shelmerdine PE-0048579
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +38.0/-44.9
Evaluation Reports
Other: Clamshell Section Profile;Impact glazing is 1/4"
FL21867 RO AE IRC-CS09-155-15-I Evaluation Report 7-10
FL.odf
polycarbonate with aluminum frame
FL21867 RQ AE IRC C5 155-15 I Report 7 10 F df
E 21.867 RO AE Makrolon NOA 1.5-1.014.Q1.odf
Created by Independent Third Party: Yes
21867.2 Amarr Olympus 3200 (Model
..
IRC CS16-155-26-1 Thru 16 -0" wide
C500),Amarr Designers Choice 3200
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
U1$67 RO 11 IRC-0516-15526=I Drawing 7 10 FL,odf
( Verified By: Thomas L. Shelmerdine PE-0048579
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +36.4/-41.4
Evaluation Reports
Other: Clamshell Section Profile;Impact glazing is 1/4"
_ROAG IRC C516 155_26:i Evaluation Report 7-10
0�. D'oIf
polycarbonate with aluminum frame
FL2f.867 RO AE IRC-0516-155-26-I Report 7-10 FL.pdf
FL ,1867 RO AE Makrolon NOA 15-1014.01,0df
Created by Independent Third Party: Yes
.........
21667.3 Amarr Olympus 3200 (Model
�CSOO);Amarr
_. _.. _..._. _
SRC-0518-155-26-1 Thru 18-0" wide
Designers Choice 3200
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FFL i867 RO II IRC C51$-155 26 I Drawino 7-10 FL gdf
Approved for use outside HVHZ: Yes
Verified By: Thomas L. Shelmerdine PE-0048579
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +37.0/-40.6
Evaluation Reports
Other: Clamshell Section Profile;impact glazing is 1/4"
FL21.$67 RO AE IRC-C_518-155-26-I.... Eya.lclatian Report 7-10
polycarbonate with aluminum frame
FL.pdf
FL21867 Pt' AF 'pt !,-tF +9c 26 I .R...eport 7-10 FL.t�df
&21 67 N. - l5 1014.Oi,odf
1
Creat d Party: Yes
.......
21867.4 Amarr Stratford 1000, 2000 (M600);
—-.._.._.... _... _ _._....
IRC-6018-110-15 Thru 18'-2" wide
Amarr Heritage 1000, 2000 (M950);
Amarr Oak Summit 1000, 2000
(M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI_-)867 R0 II IRC 601 7-10 FL.gdf
Approved for use outside HVHZ: Yes Verified By: Thomas L. Shelmerd,rw PL 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +18.2/-20.6 Evaluation Reports
Other: Glazing not available in wind borne debris regions FL2.1.867`RO A.E IRC-60I8-110-15 Eyalu_a...tion Report 7-10
FL. f
i1 IS67 RO AE IRC-6018-110-15 Report 7-SO F, df
Created by Independent Third Party Yes
21867.5 Amarr Stratford 1000, 2000 (Model IRC-6018-130-24-L Thru 18 -0" wide
600);Amarr Oak Summit 1000, 2000
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SCALE: AS NOTED
Thomas E. Audit
Florida Professional Engineer
License No.. 31419
PO Box 562
Alsichua, Fl. 32616-0562
352-214-7300
tomaudit@windstream. net
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