HomeMy WebLinkAbout163 Crown Colony Way 04-2197 Pool enclosurei ; Tri
a
Permit #
Job Address: /6 3 /1'1_Qk)0
Description of Work: i'E pud
CITY OF SANFORD PERMIT APPLICATION
Date: A 7a, 00> Jt
o' 1
Historic
District: Zoning: Value of Work: S-' r
Permit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical:
Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/
New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/
New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy
Type: Residential Commercial Industrial Total Square Footage: Construction
Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:
Owners
Name & Address: Sam s, ,, L.t w Id, s. Contractor
Name.& Addresr Phone &
Fax: Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer: Address:
6 (
Attach Proof of Ownership & Legal Description). Application
is hereby made to obtain a permit to do theiW. & and ins 1 o—n as,/i issuance
of a permit and that all work will be performed to meets a s ialJtra,,, permit
must be secured for ELECTRICAL WORK, PWJ:MI TNG, SIGNS, WELLS, AIR
CONDITIONERS, etc. Phone: "
Y O -7 Y7 te
Liceyse Number.ex'00 AL -U4q;, ( ? Phone - Plone:
iat
no
work.04ristallation has commenced prior to the ruction iffthis'(
urisdiction. I understand that a separate CES, BOILERS,
HEATERS, TANKS, and OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT INYOURPAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition
to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and
there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit
is verification that II will notify the owner of the property of the requirements of F da Lien Law, FS 713. Signature of Owner/
Agent Date Signatur of Contractor/Agent Date P t_s/
r,v lae A Pricaner gent's
Name Prin ont t/ gent's Name Si re of Notary -State
of Florida Date Signature f Notary-Stat, I ri, Date JLLSm..J Ar.GB' `ram
Owner/Agent is _ Personally Known
to t t Contractor/Agent is ersonally Known to Me Produced [D 4*' Patndt Cluney.
Produced ID
MY ComMisslon DD2292877 r KERI
GWYNN 3 , Explres
July,06, 2007
y APPLICATION APPROVED BY: Bld l7
Zoning: ties. 1 MY COT Exp. Initial & Date) (Initial & Date) ,ae)
Cp Initi I &Date)&D s& I I Femoi,ala;
Knmvn
o;r,er I.D. Special Conditions;
Seminole County Property Appraiser Get Information by Parcel Number Paige I of I
DETAIL Back
PARCEL
I c(niniv
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 33-19-30-50S-0000- Tax District: S1 -SANFORD
0420
Number of Buildings: 1
Depreciated Bldg Value: $109,216
00-
Owner: LAWLESS SUSAN H Exemptions: HOMESTEAD Depreciated EXFT Value: $0
Address: 163 CROWN COLONY WAY Land Value (Market): $23500
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 163 CROWN COLONY WAY Just/Market Value: $132.716
Subdivision Name: CROWN COLONY SUBDIVISION Assessed Value (SOH): $132716
Dor: 01 -SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $107,716
2003 VALUE SUMMARY
SALES Tax Value(without SOH): $441
Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $441
SPECIAL WARRANTY DEED 1212003 05156 1428 $182,900 Improved Savings Due To SOH: $0
WARRANTY DEED 08/2003 04985 0279 $640,000 Vacant 2003 Taxable Value: $21.160
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 42 CROWN COLONY SUBDIVISION PB 61
LOT 0 0 1.000 23,500.00 $23.500 PGS 76 - 78
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 2003 9 1,120 21694 2,250 CB/STUCCO FINISH $109.216 $109.765
Appendage / Sqft OPEN PORCH FINISHED / 24
Appendage I Sqft GARAGE FINISHED / 420
Appendage I Sqft UPPER STORY FINISHED / 1130
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
littpi//www.scpatl.or,-/pls/web/re—web.seminole—couiity t1tle?PARCEL=3319305QS0000... 5/18/2004
Power of Attorney
Date:5/18/2004 Job 04-306
I hereby name and appoint of
Armstrong Aluminum t0 4 my lawful attorney in fact to
act for me and apply to the Sanford
Building Department for a screen enclosure permit for work to be performed
at a location described as:
SECTION 33 TOWNSHIP 19 RANGE 30 5QS-0000-042
LEGAL DESCRIPTION LOT 42 CROWN COLONY SUBDIVISION PB 61
cont.) PGS 76-78
163 Crown Colony Way Sanford, FL 32771
Address of Job)
Susan Lawless
Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
James E Armstrong
Type or print name of Certified Contractor
Signature of Certified COn ractor
t e s acknowledged before me this _/_ by
who is sonally known to me / who produced
as id6fi iMa lun-w"o did not take oath.
State of Roni da Seminole
COmmissl
No My comimission expires
KERI GWYNNP
M}' Cr, r m Exp. 10/22/ 55
No. OD066755
lipers+xaally j(np 1 i Other LD.
FLILI E INC.
A tlN ongin68rino firm
1025 South Semoran Boulevard
Suite 1003
Winter Park Fl. 32702
U71670-7500
Fax [Uh 670-0188
Aluminum Enpineering Index Sheet
This index sheet authorizes the use of the attached sheets under my signature and seal. The specified sheets fo
the appropriate type of structure are the sheets that can apply. Typical and Detail sheets and tables indicated
are suggested for the type of structure, but do not need to apply in total. The appropriate typical and detail
sheets and tables shall be marked as they apply. The listed pages are the only pages that need to be attached
per type of structure. This index sheet can only be used for the project referenced below. We require one
original signed and sealed index sheet to be attached with our engineering pages for issuance of a permit. Any
signs of alteration shall void this authorization. Unauthorized typical and detail sheets or tables cannot be used
in conjunction with our engineering designs.
Company Name: Armstrong Aluminum Owner Name:
Address: 2227 Mercator Dr. Address:
Orlando FL 32807
Phone number: 407-678-1334 Legal Description:
Member ID Number:
1.1.1 1 1.1.2 1.1.3 1 1.1.4 3.21 1 2-21
1.2.1 1.2.1 1.2-1 1.2.1 3.22 1 22-2
1.2.3 1.22 1.2-3 1.2.3 3.23 1 223
1.2-5 1.2.3 1.2-5 1.2-5 1.24 1.24
1.2.6 1.25 1.26 1.2.6
1.27 1.26 1.27 1.2-7
1.2-4 1.24 1.28 1.2.4
1.24
h/1.3.1.100A 1 h/1.3.2100A i h/1.3.2100A 1 h/1.3.1.100A 2ILA 3.3.1.A
11 h/1.3.1.110A it h/1.3.2110A 11 h/13.2110A 11 h/1.3.1.110A 23.2A 3.3.2A
t h/13.1.120A 1 h/1.3.2120A 1 h/1.3.2120A 1 h/1.3.1.120A
1 h/13.1.130A 1 h/1.3.2130A 1 h/1.3.2130A 1 h/1.3.1.130A
1 h/1.3.1.140A 1 h/1.3.2140A 1 h/1.3.2140A 1 h/1.3.1.140A
150mph/1.3.1.150A 150mt)h/1.3.2150A 150mph/1.3.2150A 150mph/1.3.1.150A
1 h/1.3.1.100B 1 h/1.3.2100B 1 h/1.3.2100B I 1 h/1.3.1.100B 23.1.B 3.3.1.B
11 h/1.3.1.110B 11 h/1.3.2110B 11 h/1.3.2110B 11 h/1.3.1.110B 23.2B 3.3.2B
1 h/1.3.1.120B 1 h/1.3.2120B 1 h/1.3.2120B 1 h/1.3.1.120B
1 h/1.3.1.130B 1 h/1.3.2130B h/1.3.2130B 1 h/1.3.1.130B
i h/1.3.1.140B 1 h/1.3.2140B 1 h/1.3.2140B 1 h/1.3.1.140B
150mph/1.3.1.150B 150=h/1.3.2150B 150mph/1.3.2150B 150mph/1.3.1.150B
az atlMAY 1 3 20%
Date: Seal:
Gordl H. Sh ar n, P.E. 19333
PLOT PLAN for. '
DESCRIPTION:
RECORDED IN PEA 7 BOOK _
4
5CALE I'— 30'
Or 7.5' 15' 30'
GRM11C 5CALE
IARONDA HOMES, INC. rL dlla C
OT 42 CROWN COLONY SUBDIVISION
61 PAGE(S)
76 thry 76 PLASUC RECORDS
SEMINOLE
TRACT'C'
DETENTION AREA
589'50'52'Vd G2.43'
CONSERVATION AREA
rI 40.E
MODEL -NACIL)KY
s' 1 1r1 wTTt+ 1ok sv GONC rATIO
FIN. Fi. aEVA) - 73,55
r DK*swcf TYrEi • 5 ' 4
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PLANS REVIEWED I
LINE
CITY OF SANFORD
s o -
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R-50.00'
A — 64.10'58'
ARC-5G.01'
rH —53 13'
0
o
LOT 43
s\/ /
If
CH.BRG. - O ,/
533'35`5G'E ^rtr•
BUILDING SE78ACKS
FRONT: 23' •
rL% /
J'r
REAR: 10'
SIDE: T, 5'
S*f S TREE F. 10
BCIIL014G Lfh%: 60'
LOT 41 CONTAINS
13,8" SOVARE Ff[ T/U 318 ACRt 5 +/-
FL000 CERW7CAPON
BASED ON THE FtOERAL EMERGENCY
HANAG,IWNT AGENCY FL000 WWRANCE
RATE YAP, THE STRVCTTAW
SHOW4 HEREON DOES LIE * T -*N
THE 100 YEAR FLOOD HAZARD A Coo
ri-95 STRX71ARE LIES w ZONE ' A
COW&A N1TY PANEL NQ 120289 0045 E
fFFFCnW DATE: APRIL 17, 7995,
YAP REV" DATE:
SLM-CCr TO CNALNGE)
NO TES:
1. BCAAWG-S ARE BASED ON/ THE EASTERLY
UPI£ OF LOT 11 SCING 5001".12"E.
1. ELEVA 77ONS AND LOT DRAINAGE TYPE SHOwv
HEREON ARE BASED ON SITE ENGMI..ERING
PLAN5 FOR INC PRQ,ECT.
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4`rs
A civil engineering firm
1025 South Semoran Boulevard
Suite 1003
Winter Park FL 32702
4.071670-7500
Fax (4071670-0188
May 13, 2004
Attention: Building Department Reviewer
Please accept the following notes as an attachment to our aluminum design manual
sheets.
NOTE 1: Roof spans are figured for knee braces of 4ft on the horizontal. The difference
in the knee brace length of less than 4ft on the horizontal must be deducted from the span.
NOTE 2: Wall spans are figured for knee braces of 4ft on the vertical. The difference in
the knee brace length of less than 4ft on the vertical must be deducted from the span.
MAY 1 9 2004
Date: Seal:
S'ELCTION 1.1.1 DOME I SCREEN ENCLOSURES
SECTION 1.1.2 1 MANSARD I SCREEN ENCLOSURES
K— BRACING (OPTIONAL
SCREEN (TtP•)
UPRIGHT (TYP.) ALUL41INU
CHAIR RAIL ()ff
1'3c2' (TYP.) BASE PLATE
ISOMETRIC
RISER WALL WHEREREQUIRED
my
DIAGONAL BRACING
SEE SECTION 12.3
BRACING
K — BRACING ( OPTIONAL
CHAIR RNL (TYP
SCREEN (TYP'
FE_
n ,,
SIDE ELEVATION
FRONT ELEVATION
W
o
TyP)
TYP)
FOR CABLE CONNECTION
PLACEMENT do NUMBER
SEE SECTION 1.2.1
L: (TYP) BASE PLATE
TYPICAL DOME ROOF
APPLIES
STANDARDS)
1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F.
AS AMENDED AND ASCE 7-98 FOR THE WIND LOAD ON THE
ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING
2) ALL SCREEN ENCLOSURES GREATER THAN 20-0' MAX HEIGHT OR AND CLOSING DOORS AND MAY BE LOCATED INTO ANYSCREENPANELOPENINGGREATERTHAN40' SPAN. PROJECTION FROM THE HOST STRUCTURE
WILL REOLORE SITE SPECIFIC ENGINEERING IN AREA WHERE SCREEN 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES
ENCLOSURE MASTER HUNG IS IN EFFECT. 10) ALL PURUNS AND CHAIR RAILS WILL BE 2'S0k 0.044- HOLLOW
3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6063-T6 BEAM AND ATTACHED WITH MIN. OF 3 SCREWS INTO SCREW
OR W61 T5 ALUMINUM EX TRUSIONS.WITH AN ACTUAL WALL BOSS EACH SIDE
THICKNESS OF NOT LESS THAN 0.040 INCH
1 tj ENCLOSURE MUST BE GROUNDED AND BONDED IN4) ALUMINUM SURFACES IN CONTACT WITTi LIME MORTAR, CONCRETE
ACCORDANCE WITH N.E.C. OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH
ALKMI RESISTANT COATINGS. SUCH AS HEAVY430DIED BITUMINOUS 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE
PAINT OR WATER - WHITE METHACRYLATE LX]UEUR ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT PRIOR
WRITTEN APPROVAL OF THE ENGINEER
5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING
MATERIALS WHICH MAY BECOME REPEATEDLY WET SHALL BE 13) WHEN 6061-T5 ALUMINUM ALLOY IS USED IN A STRUCTURE
PAINTED WITH TWO COATS OF ALUMINUM METAL AND MASONRY FOR UPRIGHTS. BEAMS, KNEE BRACES, WAND BRACES &
PAINT, OR HEAVY BODIED BITUMINOUS PAINT. OR THE WOOD K- BRACES, 6063-T6 ALUMINUM AHOY MAY BE USED FOR
OR THE ABSORBING MATERIAL SHALL BE PAINTED WITH TWO PURUNS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES
OOATS OFAL.UMINUM HOUSE PAINT AND THE JOINTS SEALED
WITH HICai 1 QUALITY CAULKING OOMPOLM
6) ALL FASTENERS WILL BE 24' C - C MAX UNLESS OTHERWISE
NOTED
APPLIES
FUUNE INC.
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093
WITHOUTA SK3NEOAND WINTER PARK FL 32792
SEALED INDEX PA E TEL (407) 679-7500
FAX (407)679-9188 160MMUSHWAROWNPE
E—MAIL I UXWAP.B IQ=
HOST
F"
uSpM
DWG
K— 13RACE (TYP
ISOMETRIC VIEW
CE
W
2 'tr_
UPRIGHTHQGHT p
SIDE ELEVATION
UPRIGHT
HEIGHT
PER TABLE
20'
kw.
K — BRACING ( OPTIONAL
CHAIR RAIL (TYP)
PURLINS (TYP)
CABLE PLACEMENT
NUMBER, SEE
SECTION 1.2.1
e m. ply
SCREEN (TYP . FRONT ELEVATION
TYPICAL MANSARD SCREEN ENCLOSURE APPLIES
STANDARDS)
1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2W1 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F.
AS AMENDED AND ASCE 7-08 FOR THE WIND LOAD ON THE
ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING
AND CLOSING DOORS AND MAY BE LOCATED INTO ANY
2) ALLSCREEN ENCLOSURES GREATER THAN 20'-0' MAX HEIGHT OR SCREEN PANEL OPENING
GREATER THAN 40' SPAN. PROJECTION FROM THE HOST STRUCTURE
WILL REQUIRE SITE SPECIFIC ENGINEERING IN AREA WHERE SCREEN 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES
ENCLOSURE MASTER FILING IS IN EFFECT. 10) ALL PURUNS AND CHAIR RAILS WILL BE 2' Q'k 0.044' HOLLOW
3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6063-T6 BEAM AND ATTACHED WITH MIN. OF 3 SCREWS INTO SCREW
OR 6081 T5 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL BOSS EACH SIDE -
THICKNESS OF NOT LESS THAN 0.040 INCH
4) ALUMINUM SURFACES IN CONTACT WITH UMEMORTAR. CONCRETE
OR OTHER MASONRY MATERIALS. SHALL BE PROTECTED WITH
AUGAU-RESISTANT COATINGS. SUCH AS HEAVY-BOD(ED BITUMINOUS
PAINT OR WATER _ WHITE METHACRYLATE UQUE R
ALUMINUM IN CONTACT WITH WOOD OR OTTER ABSORBING
MATERIALS WHICH MAY BECOME REPEATEDLY WET SMALL BE
PAINTED WITH TWO COATS OF ALUMINUM METAL AND MASONRY
PAINT. OR HEAVY- BODIED BITUMINOUS PAINT, OR THE WOOD
OR THE ABSORBING MATERIAL SHALL BE PAINTED WITH TWO
COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED
WITH HIGH QUAUTY CAUIJ4NG COMPOUND
ALL FASTENERS WILL BE 24- C - C MAX UNLESS OTHERWISE
NOTED
11) ENCLOSURE MUST BE GROUNDED AND BONDED IN
ACCORDANCE WITH N.E.C.
12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAYBE
ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT PRIOR
WRITTEN APPROVAL OF THE ENGINEER
13) WHEN 8081 T5 ALUMINUM ALLOY IS USED IN A STRUCTURE
FOR UPRIGHTS. BEAMS. KNEE BRACES, WIND BRACES. 3
K BRACES. 8083-T19 AUJMINUM ALLOY MAY BE USED FOR
PURLINS. CHAIR RA". TOP PLATES, AND BOTTOM PLATES
APPLIES
FUUNE INC. MAY 1 3 2004
THIS PAGE MAY NOT BE USED
1025 S. SEMORAN BLVD.. SUITE 1093
WITHOUT A SIGNED AND
WINTER PARK FL 32792
SEALED INDEX PAGE
TEL (407) 679-7500
FAX (407) 679-9188 SH BON P.E
E—MAIL P:E 1o=
SPLICE
SECTION 1.1.3
GABLE
SCREEN ENCLOSURES SECTION 1.1.4 1 FLAT I SCREEN ENCLOSURES
ISOMETRIC
NOTE
SPLICE (USE
COLLAR TIE) H—PER TAI
K — BRACING ( OPTIC
CHAIR RAIL
SCREEN (TYI
4
w
U
SIDE ELEVATION
I w PURUNS (T1'P)
CABLE PLACEMENT &
NUMBER, SEE SECTION 1.2.1
FRONT ELEVATION
TYPICAL SPLICE GABLE ROOF
STANDARD
1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001
AS AMENDED AND ASCE 7-98 FOR THE WIND LOAD ON THE
ATTACHED TABLES.
2) ALL SCREEN ENCLOSURES GREATER THAN 20'4' MAX HEIGHT OR
GREATER THAN 40' SPAN. PROJECTION FROM THE HOST STRUCTURE
WILL REQUIRE SITE SPECIFIC ENGINEERING IN AREA WHERE SCREEN
ENCLOSURE MASTER FLUNG IS IN EFFECT.
3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6063-T6
OR 6061-T5 ALUMINUM EXTRUSIONS,WITH AN ACTUAL WALL
THICKNESS OF NOT LESS THAN 0.040 INCH
4) ALUMINUM SURFACES IN CONTACT WITH UMEMORTAR, CONCRETE
OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH
ALKALI -RESISTANT COATINGS. SUCH AS HEAVY -BODIED BITUMINOUS
PAINT OR WATER - WHITE METHACRYLATE LIQUEUR
ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING
MATERIALS WHICH MAY BECOME REPEATEDLY WET SHALL BE
PAINTED WITH TWO COATS OF ALUMINUM METAL AND MASONRY
PAINT, OR HEAVY BODIED BITUMINOUS PAINT, OR THE WOOD
OR THE ABSORBING MATERIAL SHALL BE PAINTED WITH TWO
COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEAL
WITH HIGH QUALITY CAULKING COMPOUND
ALL FASTENERS WILL BE 24' C - C MAX. UNLESS OTHERWISE
NOTED
APPLIES
7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F.
8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING
AND CLOSING DOORS AND MAY BE LOCATED INTO ANY
SCREEN PANEL OPENING
9) DISTANCE BETWEEN PURUNS SHALL NOT EXCEED 84 INCHES
10) ALL PURUNS AND CHAIR RAILS WILL BE 2 )QSc 0.044' HOLLOW
BEAM AND ATTACHED WITH MIN. OF 3 SCREWS INTO SCREW
BOSS EACH SIDE
11) ENCLOSURE MUST BE GROUNDED AND BONDED IN
ACCORDANCE WITH N.E.C.
12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE
ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT PRIOR
WRITTEN APPROVAL OF THE ENGINEER
13) WHEN W61 T5 ALUMINUM ALLOY IS USED IN A STRUCTURE
FOR UPRIGHT'S, BEAMS, KNEE BRACES, WIND BRACES, &
K BRACES, 6063-T6 ALUMINUM ALLOY MAY BE USED FOR
PURUNS, CHAIR RAILS. TOP PLATES, AND BOTTOM PLATES
APPLIES
FUUNE INC.
THIS PAGE MAY NOT BE USED
1025 S. SEMORAN BLVD, SUITE 1093
WTfHOUTASIGNED AND WINTER
PARK FL 32792 SEALED
INDEX PAGE TEL (
407) 679-7500 FAX (
407) 679-9188 Gomm H 8 twxwsoN P.B E-
MAIL R.C*V" P.E 19083 ISOMETRIC
a
A I IN P
CABLE
PLACEMENT NUMBER
SEE SECTION
1-2.1 All1MINUM
BEAM w
cro
CHAIR
RAIL SIDE
ELEVATION fi'-
t/ H—
PER K —
BRACING ( OP CHAIR
I SCREEN
TYPICAL
FLAT ROOF 1)
DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001 AS
AMENDED AND ASCE 7-98 FOR THE WIND LOAD ON THE ATTACHED
TABLES. 2)
ALL SCREEN ENCLOSURES GREATER THAN 20'-0- MAX HEIGHT OR GREATER
THAN 40' SPAN. PROJECTION FROM THE HOST STRUCTURE WILL
REQUIRE SITE SPECIFIC ENGINEERING IN AREA WHERE SCREEN ENCLOSURE
MASTER FILING IS IN EFFECT. 3)
STRUCTURAL DETAIL DRAWING SHALL RELATE TO 0063-To OR
0061 T5 ALUMINUM EXTRUSIONS,WRH AN ACTUAL WALL THICKNESS
OF NOT LESS THAN 0.040 INCH 4)
ALUMINUM SURFACES IN CONTACT WITH UME-MORTAR, CONCRETE OR
OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH ALKAU-
RESISTANT COATINGS. SUCH AS HEAVY -BODIED BITUMINOUS PAINT
OR WATER - WHITE METHACRYLATE LIQUEUR ALUMINUM
IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS
WHICH MAY BECOME REPEATEDLY WET SHALL BE PAINTED
WITH TWO COATS OF ALUMINUM METAL AND MASONRY PAINT.
OR HEAVY- BODIED BITUMINOUS PAINT. OR THE WOOD OR
THE ABSORBING MATERIAL SHAD- BE PAINTED WITH TWO COATS
OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED WITH
HIGH QUALITY CAULKING COMPOUND ALL
FASTENERS WILL BE 24' C - C MAX. UNLESS OTHERWISE NOTED
PURUNS (
TYP) CABLE
PLACEMENT & NUMBER SEE
SECTION 12.1 GRADE
i'
z 2' BASE PLATE FRONT
ELEVATION APPLIES
NO
OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F. 8)
ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND
CLOSING DOORS AND MAY BE LOCATED INTO ANY SCREEN
PANEL OPENING 9)
DISTANCE BETWEEN PURUNS SHALL NOT EXCEED 84 INCHES 10)
ALL PURLINS AND CHAIR RAILS WILL BE 2 )Q*x 0.044' HOLLOW BEAM
AND ATTACHED WITH MIN. OF 3 SCREWS INTO SCREW BOSS
EACH SIDE 11)
ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE
WITH N.E.C. 12)
NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED
TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN
APPROVAL OF THE ENGINEER 13)
WHEN 6061-T5 ALUMINUM ALLOY IS USED IN A STRUCTURE FOR
UPRIGHTS. BEAMS. KNEE BRACES, WIND BRACES. & K
BRACES, OD63-TO ALUMINUM ALLOY MAY BE USED FOR PURUNS,
CHAIR RAILS. TOP PLATES, AND BOTTOM PLATES FUUNE
INC. THIS
PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093 WITHOUT
A SIGNED AND WINTER PARK FL 32792 SEALED
INDEX PAGE TEL (
407) 679-7500 FAX (
407) 679-9188 E-
MAIL APPLIES
MAY
1 3 2004. H
MOA
P 19033
SECTION 1.2.2 DETAILS SCREEN ENCLOSURES
2'x2' PURUN
INTERNAL SPLICE PLATE
SAME THICKNESS AS SPLICED 8
TYP. ON EACH HALF OF BEAM {
y41
ENDS OF PLATE MAY BE • o • • • •
SQUARE CUT
1 • • • •
A • • • BOX BEAM
O ry
BOX BEAM4Z1
TYP. ON EACH HALF OF BEAM TYP. TYP•
12 1 10 TEK SCREW, TYP.
FOR BOX BEAMS LARGER
THAN 2"x7', USE (20) 114x3/4'
PER PLATE_ \
TYPICAL MANSARD SPLICE CONNECTION
APPLIES
SPLICE SPLICE SPHOST
LICE SPLICE
16 S
1
STRUCTU
1
UPRIGHTMAX
20 P
I RIGHT •
HEX*g H HEIGHT MAXAXPER
PER TABLE
SLAB
I SLAB 1
SPLICE MANSARD 2 SPLICE MANSARD MANSARD
SPAN D ETAI L APPLIES
FULINE
INC. THIS
PAGE MAY NOT BE USED 1025
S. SEMORAN BLVD.. SUITE 1093 WITHOUT
A SKINM AND WINTER
PARK FL 32792 SEALED
INDEX PAGE TEL (
407) 679-7500 FAX (
407) 679-9188 QOFOM H SHWAFOSON RE E—
MAIL FLOfM P£ Hl= SECTION
1.2.3 1 DETAILS SCREEN ENCLOSURES TOP
FOOT OF 2'X2'x 1/8" ANGLE 1 "
x2' CHANNEL 1"
x2' CHANNEL FRONT 16RE OT NOT A2"
x3" UP R
PLAN NOTE:
TAPCON
MUST
GO INTO CONC. A MINIMUM
OF 1-1/4'. IF USE PAVERS ON
DECK FASTENER WILL EXTEND
INTO DECK 1-1/4". FRONT FOOT
OF - 2"x2'
x 1/8" ANC SEE ABOVE
TABLE FOR FASTENERS
TYPIC x
UPRIGHT
L 2"
x 2' CHAIR RAIL IAI TOPFOOT
OF U_r
2"x2' x 1/8' ANGLE W/ 2—#
10 TEK SCREWS INTO UPRIGHT
NOTE: USED
WITH
ALL SCREEN TYPES
FRONT FOOT
TABLE SiT x4
x5 x6 x7 x8 x9 1 SIZE5 IZE1/4"
TAPOON 1 2 2 3 3 4 4 EACH SIDE110TEK
SCREWS EACH SIDE
2 4
4 6 6 8 8 CHECK ONE
SELECT
LOADBEARING
UPRIGHT SIZES NOTE: CHAIR
RAIL
48' MAX_ FROM DECK
MIN. 3-
2" SMS FOR FASTENING AT CHAIR RAIL,
TO UPRIGHT SCREW BOSS 48" MAX
2' x
2' x1/8' ANGLE W/2 / 10 F\ 11/
4" TAPCON FRONT FOOT OF TEK SCREWS INTO WALL . INTO OE
2'x2"x1/8"ANGLE . u TAPCON OR
THUNDERBOLT e e
1-1 /4 INTO CONC. DECK DECK CONCRETE "
x2' SCREEN CHANNEL FRONT ELEVATION
DECK PLATE &
HOUSE V.
TYP.
CORN
BRACE Hou-%:
m
0
TYP.
CORNER
BRACE NOTE:
WINO
BRACING SHALL NOT BE REQUIRED WHERE
BEAMS AND PURUNS ARE LATERALLY
SUPPORTED BY CONNECTION TO
HOST STRUCTURE SIDE ELEVATION
POST CONNECTI
HOUSE BRACE
ggugs
OMNI
TYP.
DIAGONAL
BRACE TYP.
DIAGONAL
PLM yl.
BRACE 0"J'
s.) WINDBRACING
DETAIL FULINE INC.
THIS PAGE
MAY NOT BE USED 1025 S.
SEMORAN BLVD., SUITE 1093 WITHOUT A
SIGNED AND WINTER PARK
FL 32792 TEL (407)
679-7500 SEALER INDEX
PAGE FAX (407) 679-9188 E-MAIL
APPLIES - APPLIES'
MAY
13
Z004 P.E
SECTION 1.2.4 DETAILS SCREEN ENCLOSURES
SPLICE PLATE SHALL BE MIN. 24 INCHES LONG,
MINIMUM 12- 10 TEX SCREWS ON EACH SIDE OF1INCHLESSHEIGHTTHANTHEBEAMTHESAME
THICKNESS AS THE SPLICE BEAM, AND LOCATED NO THE CUT EVENLY SPACED WITH 1 INCH CLEARANCE
AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICEGREATERTHAN1/3 THE BEAM LENGTH FROM THE END
AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAMPLATE.
24' MIN.
TYP
1'
O • • • • • I i 2'
1"TYP.
12' MIN. 12' MIN.
SPLICE FOR BEAM SHALL BE ON
OPPOSITE ENDS OF THE MATED BEAM.
IANIIGIIIM i 6
NO FOOTER
LEVEL TERRAIN
El
BEAM SPLICE
FOOTER -
W SLOPE BETWEEN
1 IN 6' TO 1' IN 3'
El
WHERE THERE IS NO DECK USED 8'x8' CONCRETE RIBBON
FOOTER W/ 1 f 5 REBAR CONTINUOUS TO SUPPORT UP TO
2' x 6' UPRIGHT '
8 x 12' CONNCRETE RIBBON FOOTER W/ 2 111 5 REBARS CONTINUOUS
Tn SUPPORT UPRIGHTS LARGER THAN 2' x 6'
81
c T a tu%K
CONT.
APPLIES
FOOTER WHEN SLOPE
1' IN 3' OR STEEPER
OR WHEN DECK EXTENDS
3S OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE
2
1) FOOTER SHALL BEAR ON ROCK. CLEAN SAND, OR STRUCTURALLY
SOUND SOIL (>1500 PSI:) THAT SWILL BE COMPACTED TO PROVIDE OPTIMUM
BEARING CAPACITY TO PREVENT SETTLING.
2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FI8ER MESH
OR 6x6-1Ox10 W W MESH.
3) 3 - #3 BARS IS EQUIVALENT TO 1 /5 BARS.
TYPICAL SCREEN DECK FOOTER DETAIL APPLIES
FUUNE INC.
THIS PAGE MAY NOT BE USED
1025 S. SEMORAN BLVD.. SUfTE 1093
WITHOUT A SIGNED AND
WINTER PARK FL 32792
SEALED INDEX PAGE
TEL. (4CM 679-7500
FAX (407) 679-9188 00FIDON N SHOViCISON IRZ
E—MAIL Li.+0IT10AP.E IQ=
SECTION 1.2.3 1 DETAILS
NOTE:
SCREEN ENCLOSURES
TOP FOOT OF 2'x2'x 1 /8' ANGLE
1ZQ' CHANNEL
1'x2' CHANNEL • • FRONT FOOT NOT
UP
REAR FOR 2'x3'
uPRICHT
PLAN
TAPCON MUST GO INTO CONC.
A MINIMUM OF 1-1/4% IF USE
PAVERS ON DECK, FASTENER
WILL EXTEND INTO DECK 1-1/4'.
FRONT FOOT OF
2'x2' x 1/8' AW
SEE ABOVE TABLE
FOR FASTENERS
x UPRIGHT
PIAIL 2'x 2' CM L RAIL
TOP FOOT OF -,
Y'x2' x 1/8' ANGLE
W/ 2-#10 TEK SCREWS
INTO UPRIGHT 48' n - E 11/4' TAPCON FR0NT FOOT OF_
INTO DECK- 2'x2'x1/8'ANGLE
NOTE:
USED WTIH ALL
SCREEN TYPES
DECK
FRONT FOOT TABLE
UPRIGHT
SQES x4 x5 x6 x7 x8 x9 xiC
1/
E DON 1 2 2 3 3 4 4
110 TEK SCREWS
EACH SIDE
2 4 4 6 6 8 8
CHECK
ONE
SELECT LOADBEARING UPRIGHT SIZES
CONCRETE DECKI
w
NOTE:
CHAIR RAIL 48' MAX.
FROM DECK
MIN. 3-2' SMS FOR FASTENING AT
CHAIR RAIL, TO UPRK- fT SCREW BOSS
2' x 2' x1/8' ANGLE W/2 f 10
TEK SCREWS INTO WALL .
TAPCON OR THUNDERBOLT
1-1/4- INTO CONC. DECK
1'x2' SCREEN CHANNEL
FRONT ELEVATION SIDE ELEVATION
TYPICAL DECK PLATE & POST CONNECTION APPLIES
HOUSE
0
0
TYP. CORNER
BRACE
NQTE.
WIND BRACING SHALL NOT BE
REQUIRED WHERE BEAMS AND PURUNS
ARE LATERALLY SUPPORTED BY
CONNECTION TO HOST STRUCTURE
HOUSE
BRACE
r• __
BRACE
TYP. DOGONAL
CIM1«o
FUUNE INC.
THIS PAGE MAY NOT BE USED
1025 S. SEMORAN BLVD., SUITE 1093
WITHOUT A SIGNED AND
WINTER PARK FL 32792
SEALED INDEX PAGE " (
407) 679-7500
FAX (407) 679-9188
E—MAIL.
SECTION 1.2.5 DETAILS SCREEN ENCLOSURES
2"x2" PURUNS ATTACH TO
BEAMS WITH MIN.(3) # 1 Ox1-1 /2"
S.M.S. INTO SCREW BOSSES.
S OpEA '` BEAMS
1 "x2" SNAP SECTIONS
ter a. •
SNAP SECTIONS
OVERLAP CONNLG"ON
GUSSET PLATE.
y
8888a8 -
UM av
omo0BEAM00
000ac•-
pDnu00
2x4 4 6 8 10 X X X
2x5 6 9 12 15 18 X X
2x6 8 12 16 20 24 28 X
c
Fr
20 1015 20 25 30 35 X
cL 2x8 12 18 24 30 36 42 48
2x9 14 21 28 35 42 49 56
2x10 16 24 32 40 48 56 64
TABLE OF 2-1 #10 T13C SCREWS
m m m m m X- NO CONNECTION ALLOWED
A N IA VI lA Vf
o
d- 1n coh cow
x , x x x *x x
N N N N N N
BEAM OVERLAP OR GUSSET PLATE CONNECTION
APPLIES
ALUMINUM
PHYSICAL PROPERTIES
2xH TWALL TWE3
SECTION
MODULUS
1143)
2x4 0.044 0.100 0.959
2x5 0.050 0.100 1.468
2x6 0.050 0.120 1.965
2x7 0.055 0.120 3.119
2x8 0.07NO.224 4.157
0.075.910
0.098.531
1 2 00"
TWALL H
H —TWALL
I i
TMIEB T lco
HOLLOW BEAM TABLE SNAP EXTRUSION SELF MATING
BEAM
ALUMINUM PHYSICAL PROPERTIES
APPLIES
FuuNE INC.
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SME 1093
WITHOUT A SIGNED AND WINTER PARK FL 32792
SEALED INDEX PAGE
TEL (407) 679-7500
FAX (407) 679-9188 GORDON HSHWAR[XIONP.E.
E—MAIL FLORIDAP.E 1Q=
SECTION 1.2.6 1 DETAILS SCREEN ENCLOSURES
1/4"x2" LAG SCREWS 3/4"x3/4"
0
4AN
ALUMINUM FERRULE
3/8"x8" LAG SCREW.TYP.
1 EACH SIDE OF BEAM
SCREEN ROOF
BEAM
2"x2"xO.125 ANGLE W/ 4/ 10
TT]CS. EACH SIDE OF BEAM
0 ONAL 1 "x2"
SHIM FOR GUTTER WITH
SPLINE GROOVE
1/4"x2" LAG SCREWS 3/4"x3/4"
O 24' O.C.
MAXkSPUNE
ALUMINUM FERRULE
3/8"x8" LAG SCREW.TYP.
1 EACH SIDE OF BEAM
SCREEN ROOF
BEAM
2"x2"xO.125 ANGLE W/ 4J10
TEKS. EACH SIDE OF BEAM
AL 1 "x2"
ANGLUTTER WITH
SHIM GROOVE
1/4"x2" LAG SCREWS 3 4"z3/ 4"
0 24" O.C. MAX. UMINUM FERRULE
3/8"x8" LAG SCREW,TYP.
1 EACH SIDE OF BEAM
EEN ROOF
BEAl,A o
i
2"x2"x0.125ANGLE W/4-110
TEKS. EACH SIDE OF BEAM I
ANG_ 1 OPTONAL 1 "x2"
SP'tt FOR GUTTER WITHSHIM
SPLINE GROOVE
FLAT OR ANGLED)
DQSTTNG ANGLED
OR PLIJUB Ix
OR 2x FASOA
1-1/4"x2' LAG. \2X2"x.125 0 EACH
EACH SIDE OF BEAM
24" O.C. ALONG 1'x2" 2-2"xt/4" THRU-BOLTS
SCREEN CHANNEL SIDE OF BEAM W/
BOX BEAM
FLAT OR ANGLED)
1'x2" OR 2"x 2" PURUN WITH TAPCON OR 1 10- 3" SCREW
24" O.C. WITH 1 TAPCON OR #10- 3" SCRM THRU
2"x 2" ANGLE INTO WALL ON EACH SIDE OF BEAM
OUSTING MASONRY
WALL OR STUCCO
WALL WITH LAG BOLT
OR TAPCON ATTACHING
TO WALL OR STUD
2"X2"x.125 ANGLE O EA
SIDE OF BEAM W/ _
2-2"x1/4" THRU-
BOLTS. .
BEAM TO STRUCTURAL GUTTER DETAILS & TO FASCIA f WALL APPLIES
FLIUNE INC.
MAY 2 3 2004
THIS PAGE MAY NOT BE USED
1025 S. SEMORM BLVD., SUfTE 1093
WITHOUT A SKIED AND WINTER PARK FL 32792
SEALED INDEX PAGE
TEL. (407) 679-7500
FAX (407) 679-9188 jE—IML lei
SECTION 1.:23 I DETAILS I SCREEN ENCLOSURES
SECTION 1.2.8 DETAILS SCREEN ENCLOSURES
4' MAX.
BEAM 2" H CHANNEL
OR GUSSET PLATE N
W/ 6 10 TEKS
FOR CONNECTOR ROOF BEAM 2x4 5,6,7,8,9 10.
SCHEDULE SEE SECTION 1.2.5 •
1'-2"x .040' STRAP AT ,EACH • •
UPRIGHT & MIDWAY BETWEEN
Ii` I 3— 10 K
UPRIGHTS, W/1 10 TEK 2x
AT EACH END H" C N KN
lYP.) RACE
4' OY.
2` — H CHANNEL • .
W/ 6 10 TEKS •
4' MAX I 4' MAX. • •
HOST I I I WALL
STRUCTUREr4k UPRIGHT
2"z2" ANGLE
2" SMS m 2'— o.c. W/6 110 TEKS KNEE BRACE D ETAI L
EACH SIDE.
5" OR 7" SUPER
GUTTER
STRUCTURAL GUTTER & KNEE BRACE DETAIL
USE ONLY WITH GABLE) APPLIES
FOR GUSSET CONNECTION SEE SECTION 1.2.5
1 *-2"x .040" STRAP AT EACH
UPRIGHT & MIDWAY BETWEEN
UPRIGHTS, W/1 f 10 TEK
AT EACH END
HOST
STRUCTURE
KNEE BRACE - KNEE BRACE
SEE KNEE BRACE DETAILS PAGE 7
SPAN DETAIL
a
cn
DOME, FLAT OR NO SPLICE GABLE L- I
APPLIES
FLIUNE INC
THIS PAGE MAY NOT BE USED
1025 S. SEMORAN BLVD.. SUITE 1093
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WINTER PARK FL 32792
SEALED INDEX PAGE
M_ (4(o 679-7500
FAX (4(o 679-9188 AOTDON H P.E
E-MAIL FLOFMMPZ GSM
6 - 3/4" # 10 TEKS
OM f-eru cinc-
APPLIES
6 - 3/4" # 10 TEKS
ON EACH SIDE-
TYPICAL SPLICE GABLE COLLAR TIE
INTERNAL SPLICE PLATE SAME THICKNESS
AS SPUCED BEAM TYP. ON EACH SIDE
OF BEAM
TYPICAL SPLICE GABLE SPLICE PLATE-.
APPLIES
FUUNE INC.
MAY 1 3 2004
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093
WITHOUT A SIGNED AND
WINTER PARK FL 32792
SEALED WDEX PAGE
TEL. (407) 679-7500
FAX (407) 679-9188 P E
E-MAIL ip 1Q=
S
n
SECTION
1.3.1.120 B
SPAN
TABLES
SCREEN ENCLOSURES
DOME-FLAT
6063-T6
120 M.P.H.
ALUMINUM ALLOY: 6063-T6 WIND ZONE: 120 MPH
MAX. SPANS FOR ROOF BEAMS MAX. SPANS FOR WALL UPRIGHTS
FOR SCREEN & POOL ENCLOSURES, EXPOSURE B FOR SCREEN & POOL ENCLOSURES
ALL WIND SPEEDS PRESSURE 10 PSF EXPOSURE B
MEAN ROOF HEIGHT = 20 FToOR LESS MEAN ROOF HEIGHT = 20 FT OR LESS
ROOF STYLE: DOME - FLAT WALL UPRIGHTS
ROOF SPACING UPRIGHT SPACING
SPANS
4 5 6 7 8 9
SPANS
4 5 6 7 8 9
2 X 4 - 0 KNEES 16'3 15'1 14'2 13.6 12.10 12.4 2 X 4 - 0 KNEES 14'4 13'4 127 11'11 1116 1110
2 X 4 -1 KNEE 20'3 19'1 18'2 17.6 16.10 16'4 2 X 4 -1 KNEE 18'4 1r4 167 1511 15'S 1510
2 X 4 - 2 KNEES 24'3 23'1 272 21'6 20.10 20'4
2 X 5 - 0 KNEES 20'2 1818 177 16'9 16'0 15'4 2 X 5 - 0 KNEES 17'8 16'4 15'6 14'8 14'0 13'6
2 X 5 -1 KNEE 24'2 22'3 217 20'9 20'0 19'4 2 X 5 -1 KNEE 21'8 20'4 19'S 18'8 18'0 1r6
2 X 5 - 2 KNEES 28'2 26'3 257 24'9 24'0 23'4
2 X 6 - 0 KNEES 237 21'10 207 197 18'9 18'0 2 X 6 - 0 KNEES 20'11 19'S 18'3 1r4 167 16'0
2 X 6 -1 KNEE 277 25'10 247 237 22'9 22'0 2 X 6 -1 KNEE 24'11 23'5 22'3 21'4 207 20'0
2 X 6 - 2 KNEES 317 29'10 287 277 26'9 26'0
2 X 7 - 0 KNEES 28'11 26'11 25'4 24.0 23.0 22'1 12 X 7 - 0 KNEES 25'11 24'0 227 21'6 207 19'9
7
2 X 7 =1 KNEE 32'11 30'11 29'4 28'0 27'0 26'1 12X7 -1 KNEE 29'11 28'0 267 256 247 239
2 X 7 - 2 KNEES 36'11 34'11 334 32'0 31.0 30'1
2 X 8- 0 KNEES 334 30'11 29.1 27'8 26'5 25'5 2 X 8- 0 KNEES 297 27'6 2510 247 236 227
2 X 8 -1 KNEE 3r4 34'11 331 31'8 30'5 29'5 2 X 8 -1 KNEE 337 31.6 29'10 287 2r6 267
2 X 8 - 2 KNEES 41'4 38'11 37"1 35'8 34'6 33'5
2 X 9 - 0 KNEES 39'0 362 34'0 324 30'11 29-9 2 X 9-0 KNEES 34'10 32'4 30'6 28'11 2r8 267
2 X 9 -1 KNEE 43'0 40'2 38'0 364 34'11 33'9 2 X 9 -1 KNEE 38'10 36'4 34'6 32'11 31'8 307
2 X 9 - 2 KNEES 47'0 44'2 42'0 40.4 38.11 37'9
2 X 10 - 0 KNEES 457 424 39'10 3r10 36'3 34.10 2 X 10-0 KNEES 40'9 3r10 357 33'10 3r4 31.1
2 X 10 -1 KNEE 497 46'4 10 40'3 38'10 2 X 10 -1 KNEE 449 41'10 397 3r10 36% 35'1
2 X 10 - 2 KNEES 637 50'4 qO4 10 44'3 42'10
Interpolation between s ns is permitted. Interpolation between spans is permitted.
APPLIES
THIS PAGE MAY NOT BE USED
WITHOUT A SIGNED AND
SEALED INDEX PAGE
FUUNE INC.
1025 S. SEMORAN BLVD.. SUITE 1093
WINTER PARK FL 32792
TEL (407) 679-7500
FAX (407) 679-9188
E-MNL
GOFiOON H SHEPAFl080N P.E.
FlWRoAP.E IQ=
SECTION
1.3.1.110 B
SPAN I SCREEN ENCLOSURES
TABLES
DOME -FLAT
6063-T6
110 M.P.H.
ALUMINUM ALLOY: 6063-T6 WIND ZONE 110 MPH
MAX. SPANS FOR ROOF BEAMS MAX. SPANS FOR WALL UPRIGHTS
FOR SCREEN & POOL ENCLOSURES, EXPOSURE B FOR SCREEN & POOL ENCLOSURES
ALL WIND SPEEDS PRESSURE 10 PSF EXPOSURE B
MEAN ROOF HEIGHT = 20 FT OR LESS MEAN ROOF HEIGHT = 20 FT OR LESS
ROOF STYLE: DOME - FLAT WALL UPRIGHTS
ROOF SPACING UPRIGHT SPACING
SPANS
4 5 6 7 8 9
SPANS
4 5 6 t 7 8 9
i
2 X 4 - 0 KNEES 16'3 151 14'2 1 13.6 12.10 12.4 2 X 4 - 0 KNEES 15'4 14'3 9
2 X 4 -1 KNEE 20.3 19.1 18'2 1 1r6 16.10 16.4 2 X 4 -1 KNEE 19'4 18'3 17'5 115'9
2 X 4 - 2 KNEES 24'3 23'1 22'2 21'6 20'10 20'4
2 X 5 - 0 KNEES 20.2 18'8 17'7 16-9 16.0 15'4 2 X 5 - 0 KNEES 19.6 18.1 17'0 16'2 15'6 14'11
2 X 5 -1 KNEE 242 22'3 217 20'9 20'0 19'4 2 X 5 -1 KNEE 23'6 22'1 21'0 20'2 19'6 1811
2 X 5 - 2 KNEES 28'2 26.3 257 24'9 24'0 23'4
2 X 6 - 0 KNEES 237 21.10 207 197 18-9 18.0 2 X 6 - 0 KNEES 22.10 21.2 19.6 19'0 18'2 17'6
2 X 6 -1 KNEE 271 25'10 247 237 22'9 22'0 2 X 6 -1 KNEE 26'10 25'2 23'6 23'0 22'2 21'5
2 X 6 - 2 KNEES 317 29'10 287 277 26'9 26'0
2 X 7 - 0 KNEES 28'11. 2611 25'4 24'0 23'0 22'1 2 X 7 -0 KNEES 28'0 26'0 24'6 23'3 22'3 21'5
2 X 7 -1 KNEE 32'11 30'11 29'4 28'0 27'0' 26'1 2 X 7 -1 KNEE 32'0 30'0 28'6 27'3 26'3 25'5
2 X7 - 2 KNEES 36.11 34.11 33.4 32'Ot 31.0 30.1
2 X 8- 0 KNEES 33'4 3011 29'1 27'8 26'5 25'6 2 X 8- 0 KNEES 32'3" 30'0" 28'2" 26'9" 257" 247
2 X 8 -1 KNEE 37'4 34'11 33'1 31'8 30'5 29'6 2 X 8 -1 KNEE 36'3" 34'0" 32'2" 30'9" 297" 287
2 X 8 - 2 KNEES 41'4 38'11 37"1 35'8 34'5 33'6
2 X 9 - 0 KNEES 39.0 36'2 34'0 32.4 30.11 29-9 0 KNEES 37'9 35'0 33'0 31'4 30.0 28.10
2 X 9 -1 KNEE 43.0 -40'2 38'0 36.4 34.11 33-9 1 KNEE 41'9 39'0 3r0 35'4 34'0 32'10
2 X 9 -2 KNEES 4r0 44.2 42'0 40.4 38.11 3r9 F2X2X10-0 KNEES 457 4T4 39'10 3r10 363 34'10 0 - 0 KNEES 44'2 41'0 387 36'8 35'1 33.8
2 X 10 -1 KNEE 497 46.4 43.10 41.10 40.3 38.10 2 X 10-1 KNEE 48'2 4510 427 40'8 39'1 3r8
2 X 10-2 KNEES 637 60.4 4r10 45-10 44.3 42.10
In torpolation between spans is pertnitted. Interpolation between spans is perrnitted.
APPLIES.
FUUNE INC. Y 1 3 2004
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093
WITHOUT A SIGNED AND
WINTER PARK FL 32792
SEALED INDEX PAGE
TEL (407) 679-7500
FAX (407) 679-9188 P.F-
E-MAIL JH) 1
MANSARD -SPLICE GABLE
SECTION SPAN SCREEN ENCLOSURES 6063-T6
1.3.2.100 B TABLES 100 M.P.H.
BMW
INC
A civfl engineering firm
1025 South Semoran Boulevard.
Suite 1093
INmter Park F132792
4071619-1500 fax [
4011619 188 ALUMINUM
ALLOY: 6063-T6 WIND ZONE: 100 MPH MAX.
SPANS FOR ROOF BEAMS i MAX. SPANS FOR WALL UPRIGHTS FOR
SCREEN & POOL ENCLOSURES, EXPOSURE B FOR SCREEN & POOL ENCLOSURES ALL
WIND SPEEDS PRESSURE 10 PSF EXPOSURE B MEAN
ROOF HEIGHT = 20 FT OR LESS MEAN ROOF HEIGHT = 20 FT OR LESS ROOF
STYLE: MANSARD-- SPLICE GABLE WALL UPRIGHTS ROOF
SPACING UPRIGHT SPACING 4
5 6 7 8 9 4 5 6 7 8 9 SPANS
SPANS 2
X 4 - CLEAR SPAN 16'3 15'1 14'2 13'6 1 12.10 12.4 2 X 4 - CLEAR SPAN 16'3 151 14'2 13'6 12'10 12'4 2
X 4 -1 SPLICE 1710 167 15'7 14'10 141 137 2
X 4 - 2 SPLICES 22'4 18'1 17'0 16'2 15'4 14'10 2
X 5 - CLEAR SPAN 20'2 18'8 177 16'9 16'0 15'4 2 X 5 - CLEAR SPAN 20'2 18'8 177 16'9 16'0 15'4 2
X 5 -1 SPLICE 22'2 20'6 19'4 18'5 177 16'10 2
X 5 - 2 SPUCES 24'2 22'4 21'1 20'1 19'2 18'5 2
X 6 - CLEAR SPAN 237 21.10 207 197 1 18.9 18.0 2 X 6 - CLEAR SPAN 237 21'10 207 197 18'9 18'0 2
X 6 -1 SPLICE 25'11 24'0 227 21'6 207 19'9 2
X 6 - 2 SPLICES 28'3 26'2 24'8 23'6 22'6 217 2
X 7 -CLEAR SPAN 28'11 26'11 25'4 24.0 23'0 f 22.1 2 X 7 - CLEAR SPAN. 28'11 26'11 25'4_: 24'0 23'0 22'1 2
X 7 -1 SPLICE 31'10 297 27'10 26.4 25'3 1 24.3 2
X 7 - 2 SPUCES 34'8 323 30'4 289 277 26'6 2
X 8- CLEAR SPAN 33'4 30'11 29'1 2T8 26.5 25.5 12 X 8- CLEAR SPAN 33'4 30.11 29'1 1 2T8 26'5 25'5 2
X 8 -1 SPLICE 36'8 34'0 32'0 30'5 29.0 28'0 2
X 8 - 2 SPUCES 40'0 37'1 34'10 33'2 31'8 30'6 2
X 9 - CLEAR SPAN 39'0 36'2 34'0 32'4 30.11 299 2 X 9 - CLEAR SPAN 39'0 36'2 34'0 32'4 3011 29'9 2
X 9 -1 SPLICE 42'10 39.9 3T4 35'6 1 34.0 32'8 2
X 9 - 2 SPUCES 46-9 43.4 40-9 38-101 3T1 35'8 2
X 10 - CLEAR SPAN 457 42'4 39'10 3T10 36'3 34'10 2 X 10 - CLEAR SPAN 457 42'4 39'10 3T10 36.3 34.10 2
X 10 -1 SPLICE 50'1 46'6 43'9 41'8 39'10 38'4 2
X 10 - 2 SPUCES 64'8 60'9 479 45'4 436 41'9 Isff
Interpolationbetweenspansispeffnitted. Interpolation between spa ns itted. FUUNE
INC. THIS
PAGE MAY NOT BE USED 1025
S. SEMORAN BLVD., SUITE 1093 WITHOUT
A SIGNED AND WINTER
PARK R_ 32792 SEALED
INDEX PAGE TEL (
407) 679-75W FAX (
407) 679-9188 E—
MAIL APPLIES
1
3 2001 RE
4
SECTION
1.3.2..110 B
MAN,AKU-JI-'LlCE GABLESPAN
SCREEN ENCLOSURES 6063-T6
TABLES
110 M.P.H.
ALUMINUM ALLOY : 6063-T6 WIND ZONE: 110 MPH
MAX SPANS FOR ROOF BEAMS
FOR SCREEN & POOL ENCLOSURES, EXPOSURE B
ALL WIND SPEEDS PRESSURE 10 PSF
MAX. SPANS FOR WALL UPRIGHTS
FOR SCREEN & POOL ENCLOSURES
EXPOSURE B
MEAN ROOF HEIGHT = 20 FT OR LESS MEAN ROOF HEIGHT = 20 FT OR LESS
ROOF STYLE: MANSARD - SPLICE GABLE WALL UPRIGHTS
SPANS
ROOF SPACING
SPANS
UPRIGHT SPACING
4 5 6 7 g g
2 X 4 - CLEAR SPAN 15'4 14'3 13'5 12'9 12'2 11.9
2 X 4 - CLEAR SPAN
2 X 4 -1 SPUCE
16'3
17'10
151
167
14'2
157
13'6
14'10
12'10 12'4
14'1 137
2 X 4 - 2 SPUCES 22'4 18'1 17'0 16'2 15'4 14'10
2 X 5 - CLEAR SPAN
2 X 6-1.SPUCE
20.2
22.2
18'8
20.6
177
19.4
16'9
18.5
16'0 15'4
177 16'10
2 X 5 - CLEAR SPAN 19'6 18'1 17'0 16'2 15'6 14'11
2 X 6 - 2 SPUCES 24.2 22'4 21'1 20'1 19'2 18.5
2 X 6 - CLEAR SPAN
2 X 6 -1 SPUCE
237
25'11
21'10
24'0
207
227
197
21'6
18-9 18.0
207 19-9
2 X 6 - CLEAR SPAN =10 21'2 19'6 19'0 18.2 17'6
2 X 6 - 2 SPUCES 28'3 26'2 24'8 23'6 22'6 21'7
2 X 7 - CLEAR SPAN
2 X 7 -1 SPLICE
28'11
31'10
26'11
297
25'4
27'10
24'0
26'4
23'0 22'1
25'3 24'3
2 X 7 - CLEAR SPAN 28'0 26'0 24'6 23'3 22'3 21'b
2 X 7 - 2 SPUCES 34'8 32.3 30.4 28.9 277 26'6
2 X 8- CLEAR SPAN
2.X 8 -1 SPLICE
33'4
368
30.11
34'0
29.1
32'0
27.8
30.6
26'5 25'5
29-0 28.0
2 X 8- CLEAR SPAN 323 30'0 28'2 269 257 247
2 X 8 - 2 SPUCES 40'0 37'1 34'10 33.2 31.8 30.6
2 X 9 - CLEAR SPAN
2 X 9 -1 SPUCE 42'10
39'0 36'2
39'9
34'0
3T4
32'4
356
30'11 299
WO 32'8
2 X 9 - CLEAR SPAN 379 35'0 33'0 3114 30'0 28'10
2 X 9 - 2 SPUCES 469 434 40'9 38'10 3T1 358
2 X 10 - CLEAR SPAN
2 X 10 -1 SPUCE
457
50'1
424 39'10
46'6 439
MO
41'8
36.3 34'10 1
39'10 384
2 X 10 - CLEAR SPAN 442 41'0 387 36'8 35'1 33'8
2 X 10 - 2 SPUCES 6418 60'9 479 45'4 43'6 41'9
Interpolation between spans is peffnitted. lInWrpolation between spans is permitted.
APPLIES
THIS PACE MAY NOT BE USED
WITHOUT A SIGNED AND
SEALED INODC PACE
FUUNE INC.
1025 S. SEMORAN BLVD., SUITE 1093
WINTER PARK FL 32792
TEL (' 679-7500
FAX (407) 679-9188
E-MAIL
GOFVMHSHWAMSONP.F-
FLOFV AP.E IQ=
r-' SECTION 2.2.1 1 DETAILS
COMPOSITE ROOF W/
SCREEN ENCLOSURES
1025 South Semoran Boulevard
Suite 1003
Winter Park R 32702
14071670-7500
Fax 14071670-0188
S
COMPOSITE ROOF
ISOMETRIC- INTERLOCKING
COMPOSITE PANEL ROOF
SPAN (S) TABLE FOR 3" COMPOSITE ROOF
ATTACHED COVERED STRUCTURE
I.E. COMPOSITE ROOF)
GUAGE WIND SPEED
100 110 120 130 140 150
6024 1511 141 13'5` 11'10" 10'0" cil- 9"
6.030 19 4 17'7" 15'11" 14'6" 11 9 110,111
SPAN MAY VARY ACCORDING TO COMPOSITE PANEL
MANUFACTURER'S DESIGN CRITERIA
APPLIES
GENERAL NOTES
1. ALL DESIGN CRITERIA T COMPLY WITH FL RIDA BUILDING C DE (FBC) 2001 WITH 2O03 REVISI NS
CARRY BEAM SPAN DESIGN IS BASED N THE R OF DEAD L AD PLUS 30 PSF LIVE LOAD
2. ALL DATA RELATES T 3' THICK C MP SITE R OF SECTI N W/ 1.0 # DENSITY E.P.S.
3. SPANS BASED N 0.024 & 0.032 GUAGE ALUMINUM ALLOY 3105 H14 R 3105 H25 AND MAY
VARY DEPENDING ON COMP SITE PANEL MANUFACTURER'S DESIGN CRITERIA
4 SPANS LISTED ARE FOR EXP SURE B.
5. SPANS C NSIDER 0. FEET OVERHANG
6. DATA IS BASED ON A GENERIC COMPOSITE PANEL SECTI N
7. THE THERMAL RESISTANCE VALUE F A PANEL IS R-4.5/INCH F THICKNESS.
E.G- A3' THICK PANEL HAS A THERMAL RESISTANCE VALUE F R-13.5
8. BEAMS ARE 6063-T6 ALUMINUM ALLY R 6061-T5
9. POST T BE 3'x 3' x 0.125', 6063- T6 ALUMINUM ALL Y WITH MAXIMUM
HEIGHT F 10'-0'
BEAM SPAN DESIGN IS BASED ON THE RO F DEAD LOAD PLUS 30 PSF LIVE LOAD
THIS PAGE MAY NOT BE USED
WITHOUT A SIGNED AND
SEALED INDEX PAGE
FLILINE INC.
1025 S. SEMORAN BLVD., SUITE 1093
WINTER PARK FL 32792
TEL (407) 679-7500
FAX (407) 679-9188
E-MAIL
APPLIES
MAY 1 3 2004
RE
w COMPOSITE ROOF W/ `
SECTION 2.2.2 DETAILS
SCREEN ENCLOSURES
COMPOSITE ROOF HEADER ANCHORING SYSTEMS
fkISTI EXISTING FASCIA
TRUSS 4R
RAFTER
SEALANT
HEADER
COMPOSITE ROOF
PANEL
DEPTH
8x 1/2' TECK SCREWS PER C MP SITE
2 It 10x 2' S°M.S @ 18' ON CENTER PANEL TOP & BOTTOM OF HEADER W/ OUTER
OR @ RAFTER OR TRUSS TAIL SCREW 6' MINIMUM FROM EDGE W/ 18' MAX.
SPACING BETWEEN SCREWS
COMPOSITE ROOF HEADER TO FASCIA DETAIL APPLIES
SEALANT
HEADER
FOR MAS NARY, USE 1/4'x 2
EXPANSION BOLT (or equal)
FIXED @ 24' O/C. FOR WOOD
USE #10x2'S.M.S@
24' /C
C MPOSITE ROOF
PANEL
HOST DEPTH
STRUCTURE
4- #8x 1/2' TECK SCREWS PER COMPOSITE
PANEL TOP & BOTTOM OF'HEADER W/ OUTER
SCREW 6' MINIMUM FROM EDGE W/ 18' MAX.
SPACING BETWEEN SCREWS
COMPOSITE ROOF HEADER TO CONCRETE WALL DETAEL APPLIES
FULINE INC.
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093
WITHOUT A SIGNED AND WINTER PARK FL 32792
SEALED INDEX PAGE TEL (407) 679-7500
FAX (407) 679-9188 GORDON H SHEPARDSON P.E.
E—MAIL R-ORIDA P.E IQ=
SECTION 2.2.3 DETAILS
COMPOSITE ROOF W/
SCREEN ENCLOSURES
4 - 4' #10 S.M.S. W/1/4'x 11/2' S.S. WASHER
NEO1 IRENE OR CAULKED) W/ SCREW PLACED =`
COMpO WTTHI 4 W OF SIDE OF COMPOSITE PANEL i
PQ INSTP LL PROTECTIVE CAP W/ # 8 TEK SCREW
@ 24 O/C
3' x 3' POST - #10 x 1/2' TEK SCREWS
3 - 1/4' DIAx 31/2' THRU
USE 3' 'U' BRACKETS BOLTS S.S. OR CO 2 - # 10 x 1/2' TEK SCREWS
OR 2'x2' ANGLES USE . SCREEN ENCLOSURE UPW*fT
CASTING PL WHEN ATTACHED
2 k _ 'SELF MATING BEAMT2'
L'x3' ANGLE W/ 1 /8' WALL TO
EXIST. STRUCTURE O SEE
ATTACHED ABLES) 6 #
10 x 3/4' TEKS 1/4' DLA- THRU.- BOLTS . S.
S OR COATED E 2)
1/4'x 21/2' TAPCON OR 2 -
1/4'DIA. x 3/4' LONG THRU. BOLTS EQUAL
DE GUTTER STRAP OR
T SUPER GUTTER 3'
x 3' POST 4'
CONC. SLAB MIN. TYPICAL
POST TO SLAB TYPICAL POST TO BEAM DETAIL SECTION
DETAIL FOR SCREEN ENCLOSURE FOOTINGS
AND POST & BEAM DETAILS APPLIES ALUMINUM
PHYSICAL
PROPERTIES 2xH
TwAll TWEB SECTION
MIN3
U 2x4
0.044 0.100 P.959 2x5
0.050 0.100 1.468 2x6
0.050 0.120 1.965 20
0.055 0.120 3.119 2x8
0.072 0.224 4.157 2x9
0.072 0.224 5.910 2x10
0.092 0.369 8.531 3.
00" I 200'
0
2-
00"1 0.125 + o i
Tw
A =
1.305 in.2 H
H WT =
1.495-p.l.f. I —
Ix =
1.816 in-4 Sx =
1.211 in 3 Tape
I 1
6063 -
T6 TWEE
HOLLOW
BEAM TABLE SNAP EXTRUSION SELF MATING 3"x3"xO.125" PATIO COLUMN E
ALUMINUM
PHYSICAL PROPERTIES APPLIES FUUNE
INC. MAY 1. 3 2004 THIS
PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093 WITHOUT
A SIGNED AND WINTER PARK FL 32792 SEALED
INDEX PAGE TEL (
407) 679-7500 FAX (
407) 679-9188 H P.E. P
1 E—MAIL
SECTION SPAN COMPOSITE ROOF W/
2 3.1 A TABLES SCREEN ENCLOSURES
CARRY BEAM SPAN
BETWEEN POSTS
6061-T5
SECTION
2.3.2 A
SPAN COMPOSITE ROOF W/
TABLES I SCREEN ENCLOSURES
CARRY BEAM MATED TO 5 OR 7 INCH SUPER GUTTER
ALUMINUM ALLOY: 6061 - TS ALL WIND ZONES EXPOSURE B
MAX. SPANS FOR CARRY BEAMS AND 5 OR 71NCH SUPER GUTTER WITH POOL ENCLOSURES AND METAL ROOFS
Inter olation between spans is permitted.
8 FT SCREEN ROOF SPAN 12 FT SCREEN ROOF SPAN
METAL ROOF SPAN METAL ROOF SPAN
8 9 10 11 12 8 9 10 11 12
CARRY CARRY
BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS
2 X 5 1411 14'5 14'0 13'8 13.4 2 X 5 14'5 14'0 13'8 13'4 131
2 X 6 167 16'0 1518 15'2 14'9 2 X 6 16'0 1518 15'2 14.9 14.6
2 X 7 187 18'0 1T5 1TO 167 2 X 7 18'0 17'5 17'0 167 16'2
2 X 8 23.1 22.5 21'9 21'2 20'8 2 X 8 22'5 21'9 21'2 20'8 20'2
2 X 9 24'3 23% 2210 22'2 21'8 2 X 9 236 22'10 22'2 21'8 21'2
2 X 10 29'8 28'9 27'11 27'3 267 2 X 10 28'9 27'11 27'3 267 25'11
16 FT SCREEN ROOF SPAN 20 FT SCREEN ROOF SPAN
METAL ROOF SPAN METAL ROOF SPAN
8 9 1 10 11 12 8 9 10 11 12
CARRY CARRY
BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS
2 X 5 14.0 13'8 13'4 13'1 12'8 2 X 5 13'8 13'4 13'0 12'8 12'6
2 X 6 15'8 15'2 14'9 14'6 14'3 2 X 6 15'2 14'9 14'6 14'3 13'11
2 X 7 1T5 - 17'0 167 16'2 1510 2 X 7 1 17'0 167 16.2 15.10 167
2 X 8 21'9 21'2 20'8 20'2 19'10 2 X 8 21'2 20'8 20'2 1979 19'4
2 X 9 2210 22'2 21'8 21'2 20'9 2 X 9 22'2 21'8 21'2 20'9 201
2 X 10 27'11 27'3 267 25'11 25'4 2 X 10 27'3 267 2511 25'4 24'10
24 FT SCREEN ROOF SPAN
METAL ROOF SPAN
8 9 10 11 12
CARRY
BEAM SPAN BETWEEN POSTS
2 X S 13'4 13'0 12'8 1 12.6 12-3
2 X 6 14'9 14'6 14'3 13'11 13'8
2 X 7 167 161 15'10 157 15'3
2 X 8 20'8 20'3 1919 19'4 1910
2 X 9 21'8 21'2 20'9 201 19'11
2 X 10 267 25'11 25'4 24'10 24'5
FLIUNE INC.
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093
WITHOUT A SIGNED AND WINTER PARK FL 32792
SEALED INDEX PAGE TEL (407) 679-7500
FAX (407) 679-9188
E-MAIL
1
GORDON H SHEPAR080N P.E
FLOPoDA P.E. 19323
CARRY BEAM SPAN
BETWEEN POSTS
6061-T5 F
CARRY BEAM MATED TO 5 OR 7 INCH SUPER GUTTER
ALUMINUM ALLOY: 6061 - TS I ALL WIND ZONES EXPOSURE B
MAX. SPANS FOR CARRY BEAMS AND 5 OR 7 INCH SUPER GUTTER WITH POOL ENCLOSURES AND METAL ROOFS
Interpolation between spans is rrnitted.
28 FT SCREEN ROOF SPAN 32 FT SCREEN ROOF SPAN
METAL ROOF SPAN METAL ROOF SPAN
8 9 10 11 12 8 9 10 11 12
CARRY CARRY
BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS
2 X 5 13'0 12'8 1 12.6 12.3 12.0 2 X 5 12T 12% 12'3 12'0 11'9
2 X 6 14'6 14'3 13'11 13% 13'4 2 X 6 14'3 13'11 1T8 13'4 13'2
2 X 7 16'2 15'10 157 15'3 1510 2 X 7 15'10 15'7 151 1510 14'9
2 X 8 20'2 1919 19'4 1910 187 2 X 8 19.9 19-4 1910 187 19'4
2 X 9 21'2 20'9 20'3 19'11 19'6 2 X 9 20'9 20'3 19'11 19'6 1913
2 X 10 25'11 25'4 2410 24'4 24'0 2 X 10 25'4 24'10 24'4 24'0 237
36 FT SCREEN ROOF SPAN 40 FT SCREEN ROOF SPAN
METAL ROOF SPAN METAL ROOF SPAN
8 9 10 11 12 8 9 10 11 12
CARRY CARRY
BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS
2 X 5 12'6 12'3 12'0 1119 117 2 X 5 12'3 12'0 11'9 117 1115
2 X 6 13'11 13'9 13'4 13'2 1211 2 X 6 13'8 13'4 13'2 12-11 12-8
2 X 7 157 15'3 15'0 14'9 14% 2 X 7 15'3 1510 14'9 14% 14'4
2 X 8 19'4 1910 187 18'4 1810 2 X 8 1910 187 18'4 18'0 17'9
2 X 9 20'3 19'11 19'6 19'3 1910 2 X 9 19'11 1916 19'3 19'0 187
2 X 10 24'10 244 24'0 237 23'2 2 X 10 24'4 24'0 237 23'2 2219
APPLIES
FLILINE INC. MAY 1 3 Z004
THIS PAGE MAY NOT BE USED
1025 S. SEMORAN BLVD., SUITE 1093
WITHOUT A SIGNED AND
WINTER PARK FL 32792 --__
SEALED INDEX PAGE
TEL (407) 679-7500
FAX (407) 679-9188 JDA S P.E
E-MAIL E IQ=
SECTION
2.3.1 $
SPAN
TABLES
COMPOSITE ROOF W/
SCREEN ENCLOSURES
CARRY BEAM .SPAN
BETWEEN POSTS
6063-T6
CARRY BEAM MATED
APPLIES
THIS PAGE MAY NOT BE USED
WITHOUT A SIGNED AND
SEALED INDEX PAGE
FULINE INC.
1025 S. SEMORAN BLVD.. SUITE 1093
WINTER PARK FL 32792
TEL (407) 679-7500
FAX (407) 679-9188
E-MAIL
QOFOON H SHEPAI)SON P.E.
FLOFMAP.E IQ=
TO S OR 7 INCH SUPER GUTTER
ALUMINUM ALLOY : 6063 - T6t- ALL WIND ZONES EXPOSURE B
MAX SPANS FOR CARRY BEAMS AND 5 OR T INCH SUPER GUTTER WITH POOL ENCLOSURES AND METAL ROOFS
Interpolation between spans is permitted.
8 FT SCREEN ROOF SPAN 12 FT SCREEN ROOF SPAN
METAL ROOF SPAN METAL ROOF SPAN
8 9 10 11 12 8 9 10 11 12
CARRY CARRY
BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS
2 X 5 13'1 12'8 12'4 12'0 11'9 2 X 5 12'8 12'4 12'0 1119 11'6
2 X 6 14714'1 13'9 13'4 13'0 2 X 6 14'1 13'9 13'4 13'0 12'9
2 X 7 16'4 15'10 15'4 14'11 147 2 X 7 15'10 15'4 14'11 14'7 14'3
2 X 8 20'3 198 1911 18718'2 2 X 8 19'8 1911 187 182 1T9
2 X 9 21'4 20'8 20'1 19'6 1910 2 X 9 20'8 20'1 19'6 19'0 18'7
2 X 10 26'1 25'3 24'6 23'11 23'4 2 X 1024'6 23'11 23'4 22'9
16 FT SCREEN ROOF SPAN 20 FT SCREEN ROOF SPAN
METAL ROOF SPAN METAL ROOF SPAN
8 9 10 11 12 8 9 10 11 12
CARRY CARRY
BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS
2 X 5 12'4 12'0 11'9 11'6 11'2 2 X 5 12'0 11'9 11'5 11'2 11'0
2 X 6 13'9 13'4 13'0 12'9 12'6 2 X 6 13'4 13'0 12'9 12'6 12'3
2 X 7 16'4 14'11 147 14'3 13'11 2 X 7 14'11 147 14'3 13'11 13'8
2 X 8 1911 187 18'2 1T9 1T5 2 X 8 187 18'2 1T9 1T4 1T0
2 X 9 20'1 19'6 19'0 187 18'3 2 X 9 19'6 1910 187 18'3 1T10
2 X 10 24'6 23'11 23'4 22'9 22'3 2 X 10 23'11 234 22'9 22'3 21'10
24 ET SCREEN ROOF SPAN
METAL ROOF SPAN
8 9 10 11 12
CARRY
BEAM SPAN BETWEEN POSTS
2 X S 1119 1116 11'2 1110 1019
2 X 6 13'0 12'9 12'6 12'3 12'0
2 X 7 147 14'3 13'11 13'8 13'5
2 X 8 182 1T9 1T4 17'0 16'8
2 X 9 1910 187 18'3 1T10 1T6
2 X 10 234 22'9 22'3 21'10 21'6
SECTION
2.3.2 B
SPAN
TABLES
COMPOSITE ROOF V'J/
SCREEN ENCLOSURES
CARRY BEAM SPAN
BETWEEN .POSTS.
6063-T6
APPLIES
THIS PAGE MAY NOT BE -USED
WITHOUT A SIGNED AND
SEALED INDEXPAGE FUUNE
INC. 1025
S. SEMORAN BLVD., SUITE 1093 WINTER
PARK FL 32792 TEL (
407) 679-7500 FAX (
407) 679-9188 E-
MAIL MAY
1 3 2004 N
I '
P.
E. A
P. 1 CARRY
BEAM MATED TO 5 OR 7 INCH SUPER GUTTER. ALUMINUM
ALLOY: 6063 - T6 ALL WIND ZONES EXPOSURE B MAX.
SPANS FOR CARRY BEAMS AND 5 OR 71NCH SUPER GUTTER WITH POOL ENCLOSURES AND METAL ROOFS Interpolation
between spans Is permitted. 28
FT SCREEN ROOF SPAN 32 FT SCREEN .ROOF SPAN METAL
ROOF SPAN METAL ROOF SPAN 8
9 10 11 12 8 9 10 11 12 CARRY
CARRY BEAM
SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS 2
X 5 1116 11'2 11'0 1019 10'7 2 X 5 11'2 1110 1019 10'7 10'4 2
X 6 12'9-'— 12'6 12'3 12'0 1119 2 X 6 12'6 12'3 12'0 1119 117 2
X 7 14'3 13'11 13'8 13'5 13'2 2 X 7 13'11 13'8 13'6 13'2 13'0 2
X 8 1T9 1T4 1T0 16'8 16'4 2 X 8 1T4 1T0 16'8 16'4 16'1 2
X 9 187 18'3 1T10 1T6 1T2 2 X 9 18'3 1T10 1T6 1T2 16'11 2
X 10 22'9 22'3 21'10 21'S 21'1 2 X 10 22'3 21'10 21'5 21'1 20'8 36
FT SCREEN ROOF SPAN 40 FT SCREEN ROOF SPAN METAL
ROOF SPAN METAL ROOF SPAN 8
9 10 11 12 8 9 10 11 12 CARRY
CARRY BEAM
SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS 2X6
11'0 1019 10'7 10'4 10'3 2 X 5 1019 107 10'4 10'3 1011 " 2
X 8 12'3 12'0 1119 117 11'4 2 X 6 12'0 1119 117, 11'4 11'2 2
X 7 13'8 13'5 13'2 13'0 12'9 2 X 7 13'5 13'2 13'0 12'9 127 2
X$ 1T0 1618 16'4 1611 15'10 2 X 8 16'8 16'4 16'1 15'10 157 2
X 9 1T10 1T6 1T2 16'11 16'8 2 X 9 1T6 1T2 16'11 16'8 16'4 2
X 10 21'10 21'5 21'1 20'8 20'4 2 X 10 21'5 21'1 20'8 20'4 20'0