381 4th St (vault) PRO PANEL 11
Metal Roofing System
-------------------
N-A
TIM,
WINDOW SUPPLY, INC .
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED- 120MPH.
2. WIND IMPORTANCE FACTOR- 1.0
3. WIND EXPOSURE-CATEGORY (6)
4. INTERNAL PRESSURE COEFFICIENT- 1.05
5. COMPONENTS AND CLADDING-(27.19/-36.43)PSF.
�Ke<n Ehlers, P. E.
STRUCTURAL DESIGN SERVICES Licensed Professional No.18243
531 South S.R. 434 Suite 2005 Engineer No. 18243
Stnt.Cf
Altamonte Springs, FL 32714 531 S. SR. 434, STE. 2005 At
CSD S Phone (407) 290-2799 Altamonte Springs, FL 32714
fax (407) 290-2953 Phone(407)-290-2799
L OC120
oD(-v
TABLE OF CONTENTS
GENERALTERM5
------------------ ---------------------- --------------- ------------------------ --------------
INSTALLATION INFORMATION----------------------- --------------------- ------- ---------------------- 2
INTERMEDIATE LOCATION CONNECTION----------------------------------------------- 3
EAVE / OVERHANG CONNECTION------------------------------------------ ---------------------- -------4
RAKE / GABLE CONNECTION-------------------------------------------------------------------------------------5
RIDGECONNECTIO14------------------------------------------------------------------------------------------------------�3
HIPCONNECTION--------------------------------------------------------------------------------------------------------------7
VALLEY PITCH BREAK CONNECTION..................................................................8
SPECIFICATIONS----------------------------------------------------------------------------------------------------------------9
SECTION PROPERTIES & LOAD TABLES.................... --------------------------------------10
SIDEWALL FLASHING DETAIL............................................... ....................................11
HEADWALL FLASHING DETAIL----------------------------------------------------------------------------------12
ROOF SLOPE 1:12 TO 2:12 ----------------------------------------------------------------------------------------13
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional
E ineer No. 18243 Ilk ........
Ilk
– - — ------ Metal Roofing System
53?S. SR. 434, STE. 2005 1P
NA I 10)= Altamonte Springs,FL 32714 No.18243
Phone(407)-290-2799
HOMEC""w L NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
WINDOW SUPPLY,INC.
TO MEET OR EXCEED THE 120 M.P.H.WIND o�10�,
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Corporate Office
FOR MORE INFORMATION ABOUT THIS AND OTHER PRODUCTS VISIT: (812)246-1935
www.mbsales.com
GENERALTERMS
rn4
-,---07
(_2'
ci 8 V
1. RAKE /GABLE
2. EAVE/OVERHANG
3. CHIMNEY
4. CRICKET
5. VALLEY
6. RIDGE
7. HIP RIDGE
8. ENDWALL FLASH
9. PITCH BREAK
10. SIDEWALL FLASH
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional
EnFin ei
c -No. 18243 op"
Metal Roofing system
53 S. SR. 434, STE. 2005
Nifio=i Altaii-ionte Springs, FL 32714 No 18243
Phone (407)-290-2799
HmCWT" NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
WINDOW SUPPLY.INC. TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
INSTALLATION INFORMATION
STITCH SCREW
)ZM, WOODSCREW
WOODSCREW
WOODSCREW
STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.)
FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS.
.....................The minimum recomencled slope for any Pro-Plan 11 roofing panel is 3:12.Lesser slopes must use an extended valley
and flasshing system.but no roof slope shall be less than 1:12.
SUBSTRUCTURE..........Pro-Panel 11 is designed to be utilized over open structural framing,but can easily be used with a solid substrate.
To avoid panel distortion,use a properly alligned and unifrom substructure.
COVERAGE.................Pro-Panel 11 panels are available in a 36"with a 518"rib height.
LENGTH Lenghts under 4%0"are available with some cutting restrictions.Maximun recomended panel length is 45'-0".
Longer panels require addittional consideration in packaging,shipping.and erection.Consult Metal Sales for Recommendations.
AVAILABILITY. .............29 guage.
APPLICATION.....*.........Commercial,Architectural,and Residential panel.
FASTENING SYSTEM......Direct Fasten(exposed)
FASTENERS................The fastener selection guide should be consulted for choosing proper fasteners for specific applications.Quantity
and type of fastener must meet necessary loading and code requirements.
MATERIALS...... ...........Galvalume or Galvanized.
FINISH ..... ................Colorfast 25 .See Solutions brochure for color selection.Considerations for crushing of bearing surface may be required.
Ken Ehlers, P. E.
PRO - PANEL 11 1-icclised Pi-ofessional
IL I Metal Roofing System Engineer No. 18243
531 S. SR. 434, STE. 2005 'Ar
A110 Altan-ionte Springs, FL 32714 No 18243
Phone (407)-290-2799
STATE cf
910MELRM*L; NOTE:
WINDOW SUPPLY,INC.. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
2
INTERMEDIATE LOCATION CONNECTION
EXISTING ASPHALT
(5) #10 X 1 SMS W/ ROOF SHINGLES
EPDM WASHER
PAINTED TO MATCH ROOF
PRO-PANEL 11
ROOF PANEL
�O 0�1 ROOF DECKING
3/4"x 1"x 1-3/4"x 20GA. STEEL
"Z" PURLIN. 48"O.C. ANCHORED
THROUGH EXISTING ASPHALT
ROOFING INTO ROOF DECKING w/
#10 x 1" SMS OR EQUIVALENT
ALL PURPOSE SCREW, PER SCHEDULE
SEE PAGE 9.
CROSS SECTION OF TYPICAL INTERMEDIATE LOCATION
OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK
PRO-PANEL 11 #10 x 1"
ROOF PANEL WOOD ZAC
RADIANT BARRIER OR
EPS FOAM INSULATION L—SUBSTRUCTURE
NOTES: TAPE ALL JOINTS OF EPS FOAM INSULATION BOARD USING 2"WIDE FOIL TAPE.
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional 10.
A Metal Roofing System Engineer No. 18243
.. ?;'SF;'
53 S. SR. 434, STE. 2005
Altainonte Springs, FL 32714 No 18243
01w
Phone(407)-290-2799 Su-
ac'F .1. -
910MEMNAL NOTE:
WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED .... ..
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
EAVE / OVERHANG CONNECTION
PRO-PANEL 11 EXISTING ASPHALT
ROOF PANEL ROOF SHINGLES
3"WIDE FACE 26 GA.
DRIP EDGE ATTACHED TO
TOP SIDE OF "Z" PRULIN
w/PANCAKE HEAD FASTENER.
(4) FASTENERS PER 12'-0"SECTION.
ov- ROOF DECKING
3/4"x 1"x 1-3/4"x 20GA. STEEL
"Z" PURLIN. 48"O.C. ANCHORED
THROUGH EXISTING ASPHALT
ROOFING INTO ROOF DECKING w/
#10 x 1" SMS OR EQUIVALENT
ALL PURPOSE SCREW, PER SCHEDULE
SEE PAGE 9.
CROSS SECTION OF TYPICAL EAVE / OVERHANG
OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK
PRO-PANEL 11
ROOF PANEL RADIANT BARRIER OR
EPS FOAM INSULATION
#10 x 1"
WOOD ZAC
DRIP EDGE SUBSTRUCTURE
NOTES:
1. Tape all joints of eps foam insulation board using 2"wide foil tape,
including the top edge of the drip edge.
2. Attach drip edge to roof deck w/ pankcake head fasteners.(4) per 12'-0" section.
3. Attach panel at eave with #10 x 1"wood zacs, per manufacturers specifications.
Ken Ehlers P. E.
PRO - PANEL 11 Licensed Profes'sional
Metal Roofing System Eneineer No. 18243
53 S. SR. 434, STE. 2005
NAM"
Altanionte Springs, FL 32714 No 18243
Phone (407)-290-2799
NOTE:
WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
P"a-g-e— LFLORIDA BUILDING CODE 2001 EDITION.
RAKE / GABLE CONNECTION
PRO-PANEL 11
RAKE TRIM ROOF PANEL
"J" CHANNEL
EPS FOAM INSULATION
ROOF DECKING
#10 X 1"SMS OR EQUIVALENT
ALL PURPOSE SCREW
PANCAKE HEAD FASTENER
CROSS SECTION OF TYPICAL RAKE / GABLE
OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK
PRO-PANEL 11
ROOF PANEL #10 x 1"
RAKE TRIM WOOD ZAC
"J" CHANNEL RADIANT BARRIER OR
1___'__EPS FOAM INSULATION
DRIP EDGE SUBSTRUCTURE
NOTES:
1. Tape all joints of eps foam insulation board using 2"wide foil tape,
including the top edge of the drip /rake trim.
2. Install rake trim to top side of drip trim and flush on outside edge.
Allow rake trim to overhang 1" on eave of roof or equal measurement of roof panel overhang.
Ken Ehlers, P. E.
PRO - PANEL11 Licciised Professional
Metal Roofing System Engincer No. 18243
531 S. SR. 434, STE. 2005
N
A110 Altan-iontc Springs, FL 32714
v No 18243
Plione (407)-290-2799
"r. sr—'E OF:
HOIVIECwT. NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
WINDOW SUPPLY,INC.
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
....... FLORIDA BUILDING CODE 2001 EDITION.
Page
RIDGE CONNECTION
PRO - PANEL 11 RIDGE FLASHING
ROOF PANEL
#10 x 1-1/2"
WOOD ZAC
ROOF DECKING
RADIANT BARRIER
OR EPS INSULATION
CROSS SECTION OF TYPICAL RIDGE CONNECTION
OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK
#10 x 1-1/2"
WOOD ZAC
PRO- PANEL 11
ROOF PANEL ........
RADIANT BARRIER
OR EPS INSULATION
TRUSS OR RAFTER
SUBSTRUCTURE
NOTES:
1. Stop panels 2"from center line of ridge.
2. When ridge substructure has been removed for ventilation, install
synthetic baffle material in open area.
3. Attach ridge flash with #10 x 1-1/2"Wood Zac fasteners 18"O.C.
Install fasteners at every other high rib in the panel to avoid dimpling the ridge flashing.
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional
lr��- "% r. H L ". I
Metal Roofing System EnFineer No. 18243
53 S. SR. 434, STE. 2005
NAT I O�-N-AL Altatnonte Springs, FL 32714
No�18243
Phone (407)-290-2799
11MM C RV-1 NOTE:
WINDOW SUPPLY.INC. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
L 6
HIP RIDGE CONNECTION
PRO - PANEL 11 RIDGE I FLASHING
ROOF PANEL
#10 X 1-1/2"
WOOD ZAC
ROOF DECKING
RADIANT BARRIER
OR EPS INSULATION
CROSS SECTION OF TYPICAL HIP RIDGE CONNECTION
OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK
#10 x 1-1/2" RIDGE HIP FLASHING
WOOD ZAC
PRO - PANEL 11
ROOF PANEL
RADIANT BARRIER
OR EPS INSULATION —SUBSTRUCTURE
NOTES:
1. Bevel cut panels to match slope of hip and install.
2. When hip ridge substructure has been removed for ventilation, install
synthetic baffle material in open area.
3. Attach ridge flash with #10 x 1-1/2"Wood Zac fasteners 18"O.C.
Install fasteners at every other high rib in the panel to avoid dimpling the ridge flashing.
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional
Metal Roofing System EnFincer No. 18243
53 S. SR. 434, STE. 2005
All
Altainonte Springs, FL 32714 No.18243
Phone (407)-290-2799
RUV, NOTE:
WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H.WIND UNAL
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDItION.
Page
VALLEY CONNECTION
PRO- PANEL 11 VALLEY FLASHING
ROOF PANEL
#10 X 1-1/2"
WOOD ZAC
RADIANT BARRIER
OR EPS INSULATION ROOF DECKING
CROSS SECTION OF TYPICAL VALLEY CONNECTION
OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK
RADIANT BARRIER
OR EPS INSULATION -------
PRO - PANEL 11
ROOF PANEL
#10 X 1-1/2"
WOOD ZAC
SUBSTRUCTURE
VALLEY FLASHING
NOTES:
1. Bevel cut panels to match slope of valley and install.
2. When valley substructure has been removed for ventilation, install
synthetic baffle material in open area.
1 3. Attach valley flashing with #10 x 1-1/2"Wood Zac fasteners 18" O.C.
Install fasteners at every other high rib in the panel to avoid dimpling the flashing.
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional
EnrineerNo. 18243
Metal Roofing System
: 53 S. SR. 434, STE. 2005 -C
,<i;F;'C4,
NAO Altamonte Springs, FL 32714 No 18243
Phone(407)-290-2799
Z "A-'r C�F
eR* NOTE:
WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED 'r
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
:..FLORIDA BUILDING CODE 2001 EDITION.
Page
SCHEDULE OF ANCHOR SPACING FOR Z - PURLIN FRAMING
1 SCHEDULE OF * 10 SCREW SPACING INTO TRUSSES
WIND ZONE I APPLIED LOAD
VALUES LISTED ARE MPH/#/SF RESPECTIVELY
Z BAR LOCATION O.N ROOF 120/29 —130/32 140/40
A. EDGE OR RIDGE
@—Z-O" —T@—z-0- 2 @ 2'-0"
B. INTERIOR PURLINS @—z-0-
2. SCHEDULE OF # 10 SCREW SPACING INTO 1/2" 4-PLY CDX, 7/16" OSB.
OR 3/4" SOLID WOOD DECKING.
WIND ZONE APPLIED LOAD
VALUES LISTEDARE MPH/#/S RESPECTIVEL
Z- BAR LOCATION.ON ROOF 120/29 —1—3 0/3-2 140/40
A. EDGE OR RIDGE 11 11 0. C. 1011 0. C. 81,0. C.
B. INTERIOR PURLINS 51, 0. C. 5" 0. C. --:F—o
C.
3. SCHEDULE OF # 12 SCREW SPACING INTO TRUSSES
WIND ZONE/APPLIED LOAD
VALUES LISTED ARE MPH/# SF RESPECTIVELY
Z- BAR LO ATION ON ROOF 120/29 —1-30/3-2 14)/40
A. EDGE OR RIDGE 1 @ 2'-0" 1 @ 2'- —i—@—21-o-
B. INTERIOR P RLINS -2-
2 @ 2'-0" Q 2--o- ---�(p—2,-0-
4. SCHEDULE OF # 12 SCREW SPACING INTO 1/2" 4-PLY CDX, 7/16" OS6.
OR 3/4" SOLID WOOD DECKING.
WIND ZONE/APPLIED LOAD
VALUES LISTED ARE MPH I#/SF RESPECTIVELY
Z- BAR LOCATION ON ROOF 120 /2��— 126/32 140/40
A. EDGE OR RIDGE 12" 0. C. 11 11 o. c. 9-0. C.
B. INTERIOR PURLINS 6"0. c. �Oc- —0c
NOTES:
1. THE TABLES ABOVE ASSUME TRUSS SPACING OF 2'-0"0.C-
2. MAXIMUM PRULIN SPACING 48"0.C.
3. SCREWS SHALL BE S M.S.OR MULTIPURPOSE SCREWS AND LENGHT
SHALL BE SUFFICIENT TO PENETRATE THE RAFTERS OR TRUSS MEMBERS 1-114".
SHEATHING SHALL BE PENETRATED 80 THAT THE FULL SCREW DIAMETER IS
EXPOSED AT THE UNDERSIDE OF THE SHEATHING,
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional
Metal Roofing System Engineer No. 18243
531 S. SR. 434, STE. 2005
Al 10 Altainonte Springs, FL 32714 No 18243
Phone (407)-290-2799
Sulu Cf
U10MEFpx T NOTE:
r
WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page ----
ALLOWABLE SPANS FOR ROOF PANEL SYSTEMS
SECTION PROPERTIES
I X Sx
PANEL DEFLECTION BENDING
GUAGE COEFFICIENT
29 0.0065 0.0140
26 0.0086 0.0159
NOTES: 1. Span based on deflection limit of L/ 100.
2. Sx= lx/Cy
36"x 5/8"x 29 GA. GALVALUME ROOF PANEL
WITH 3/4"SOLID INSULATION BOARD
LOAD CONDITIONS SPAN CONDITIONS
WIND LOAD APPLIED ONE SPAN TWO SPAN THREESPAN FOUR SPAN
(MPH) LOAD Sq.Ft.)
120 29 4'-0" 4'-0" 4'-0" 4'-0"
130 35 4'-0" 4'-0" 4'-0" 4'-0"
140 40 4'-0" 4'-0" 4'-0" 4'-0"
150 46 2'-9" 2'-9" 2'-11" 2'-11
160 52 2'-7" 2'-7" 2'-9" 2'-9"
36"x 5/8"x 26 GA. GALVALUME ROOF PANEL
WITH 3/4"SOLID INSULATION BOARD
LOAD CONDITIONS SPAN CONDITIONS
WIND LOAD APPLIED
(MPH) LOAD(#/Sq.Ft.) ONE SPAN TWO SPAN THREE SPAN FOUR SPAN
120 29 4'-0" 4'-0" 4'-0" 4'-0"
130 35 4'-0" 4'-0" 4'-0" 4,-o,,
140 40 4'-0" 4'-0" 4'-0" 4'-0
150 46 3'-2" 3'-2" 3'-7" 3'-
-i-co-T 52 2'-11 2'-11 3'-3" 3.-
Ken Ehlers, P. E.
PRO - PANEL 11 Licenscd Professional
Metal Roofing System Engincer No. 18243
531 S. SIZ. 434, STE. 2005 t?M'F' 4�1
W110=i Altanionte Springs, FL 32714 No 18243
Phone (407)-290-2799 sarEOF
Hom' ECRAJ1. I NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
WINDOW SUPPLY.INC.
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
1--0
SIDEWALL FLASHING DETAIL
COUNTER FLASHING RINGLET OR
SKYLIGHT FACTORY CURB FLASHING
WALL/CURB ASTENER (BY OTHERS)
SIDEWALL FLASHING
(FIELD CUT TO HEIGHT)
STITCH SCREW V-0"O.c.
(TYPICAL)
CONTINIOUS TAPE SEALANT
CLASSIC
RIB PANEL
Lij 0
FZ
7"
4"
FLASHING PROFILE
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional
Metal Roofing system Engineer No. 18243 .......
53 S. SR. 434, STE. 2005
NAI 10 Allan-ionte Springs, FL 32714 No 18243 : 1
Phone (407)-290-2799 F cs:
HoW Uw I,,. NOTE:
WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
HEADWALL FLASHING DETAIL
COUNTER FLASHING RINGLET OR
SKYLIGHT FACTORY CURB FLASHING
WALL/CURB ASTENER (BY OTHERS)
HEADWALL FLASHING
(FIELD CUT TO HEIGHT)
TITCH SCREW V-0"O.C.
(TYPICAL)
CONTINIOUS TAPE SEALANT
ELF DRILLER SCREW
CLASSIC
RIB PANEL
L)(D
W
FLASHING LLO SPECIFY
PROFILE LL ANGLE
HEM
6"
Ken Ehlers, P. E.
PRO - PANEL 11 Licensed Professional E H
Engineer No. 18243 ...... ....
Metal Roofing System IF"
531 S. SR. 434, STE. 2005
0P
All' Altarnonte Springs, FL 32714 No,18243
Phone(407)-290-2799 Z
5
U10 WE FRM L NOTE:
WINDOW SUPPLY.INC. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H.WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
12
ROOF SLOPE-1 :12 to 3:12 SYNTHETIC SOLDERED SEAM
H SCREW
ST'TC
SM5227"TACKY TAPE" BLITYL TAPE SEALAN
ASTM E 1646 CERTIFIED AAMA 804.3&807.3 �1-1_2 To 2.J? 12"O.C.
-2.1 2 To 3. 12 24"O.C.
WOOC>:SCREW WOODSCREW
WOODSCREW
STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.)
FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS.
SM5227"TACKY TAPE" BUTYL TAPE E
---LA-ISTM E 1646 CERTIFIED IE 11-iNNT -
AAMA 804 !11 807.3
Ken Ehlers, P. E.
PRO - PANELI I Licensed Professional
Metal Roofing System Engineer No. 18243
531 S. SR. 434, STE. 2005 'p
NAII Altainonte Springs, FL 32714 No,18243
RAFL Phone (407)-290-2799
NOTE:
1'10;r.*f,
800 HAROL-D AVE- THIS STRUCTURE HAS BEEN DESIGNED
it)
WINTER PARK. FL.32789 TO MEET OR EXCEED THE 120 M.P.H.WIND'
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
13