HomeMy WebLinkAbout3423 Whippoorwill Ct (2)Permit #
Job Address:
DCO -34,'1�1
Description of Work:
Historic District:
CITY OF SANFORD PZRMIT APPLICA'
4 `
Date:
i
Zoning:
?009
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 Calc. 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 9: D 9 ( ttach Pr of of Ownership & Legal Description)
Owners N e Address:
1 1
/ hone:
Contractor Name & Address: Alwdlttltil, kn 22V Metes
Phone & Fax: !
ar�7�U
State is se Number:
110
Phone:
Address:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
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 IN YOUR PAYING
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 t may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water manage di tricts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the req
Special Conditions:
�s'p0
da en a , FS
--
trac r/Agent Date
Agent's Na
S
Contractor/Agent is
_ Produced I
r.ERI G;i
a
f Florida Date
:rsorially nown to Me or
1
rxn. I��/221uS _ FI ,
nidal;&Date) (Initial & Date)
Signature of Owner/ ent
Date,'
T.t)iGC1Ctr�i'I G,
Print Own r/Agent's Name
t
Sign ure o otary-State of Florida 6ate
,W 04 Kristy L Stanton
My Commission DD131693
Owner/Agent is ✓ Personal
�P�
[18wnliso#y 06, 2006
Produced ID
APPLICATION APPROVED BY: Bldg:
—
Zoning:
(lnttial & Date) (Initial &
Special Conditions:
�s'p0
da en a , FS
--
trac r/Agent Date
Agent's Na
S
Contractor/Agent is
_ Produced I
r.ERI G;i
a
f Florida Date
:rsorially nown to Me or
1
rxn. I��/221uS _ FI ,
nidal;&Date) (Initial & Date)
r--
Powerof Attorney
Power of Attorney
Date: 09/23/2005
Job # 05-549
I hereby name and ap ofJ) of Armstrong
Aluminum to be my la a to 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 07 Township 20 Range 31 512-0000-0200
Legal Description: LEG LOT 20 WHIPPOORWILL PB 40 PG 60
Address of Job: 3423 Whippoorwill Ct; Sanford, FL 32773
Owner: William & Nichole Gracey
and to signmy name and do all things necessary to this appointment.
James E Armstrong
C
'Signature of Certified Contr or
s a knowledged before
is personally known tQ,
as
State f da otmi6isA� IOC/
F (Nota )
( KERI
�. �>1Mymm E<p. 10/22/05
No. 066755
,`.• i Pervx,aiht't(nuw;� (4 (�trie� t. D.
by
= produced
not take oath.
My commission expires
http://www.precisionlayouts. com/members/powerofattomey.php?j obid=2573
Page 1 of 1
9/23/2005
` 1 illll IQ il9 II i`itI 8! til !I lid i0 !wi! It I! 11� �$ i >I Igl i 19A1
This Instrument Prepared :CG -
B
Name:Steven R. Felices y MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE CUUNTY
1319 Lake Drive BK 05924 FSG 0005
Casselberry, FL 32707 CLERK' S 0 2005167239
RECORDED 09%2912005 09:12:08 AM
Permit No.:
RELURDINU FEES 10.00 ��P 20�
RECORDED BY D Thomas 9gJ
NOTICE OF COMMENCEMENT CERmILU GUN,
MARYANNE MORSE
CLERK OF CIRCUIT COURT
STATE OF FLORIDA 3EMINOLESWAI
COUNTY OF SEMINOLE
eY
D RO CLARK
Y
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and
in accordance with Chapter 713, Florida Statutes, the following information is provided in this
Commencement. Notice of
PARCEL ID It D�)_o D
1. Description of Property: LOT as recorded
in Plat Book , Pages Public Records o£
COUNTY, FLORIDA.
2.
3
General Description of Improvement: SCREEN ENCLOSURE
Owner Information: Will t0,,-0 11 AJ1 e to jQ rQ
Interest in Property: FE ITTERS
Name of Fee Simple Titleholder: N/A
of2ontractor:
ARMSTRONG UMINUNI, IN LICENSE # RX0066490
4)0'nV352 �
Fax. 407-678-1334
5. Surety: N/ A Phone: N/ A Fax: N/A
Amount of Bond: N/A
6. Lender
Phone: Fax:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents
may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes:
STEVEN R. FELICES,1319 Lake Drive, Casselberry, Florida 32707
Phone: 407-262-9311 Fax: 407-262-9335
8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's
Notice as provided in Section 713.13 (1)(b), Florida Statutes: NONE
Phone: N/ A Fax: N/A
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of
recording unless a different date is specified).
(Signature of
W I bLf'rt" L
(Owner's Printed NAe)
The f re oing instrument was acknowledge before me this 4"` day of
20Q�wh s personall known to who produced
as identification and who did not take an oath.
rP,
Kristy L Stanton
TARP PUBL IC MY Commission D0131693
• Of M1 Expires July 06, 2006
� � r
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
http://www.scpafl.orglpls/web/re web.seminole_County title?parcel=07203151200000200... 9/16/2005
()cj-qqq
DAym JoHNsom, CFA, ASA
�71L(yl�/,/211
1PMERE i�7
MMNER
SEM MOLE COUNTY FL,
1 101 E. FIRST s7'
SANFORO; FL32771-1468
403 - CY55 - 7505
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 1
Parcelld: 07-20-31-512-0000-0200
Depreciated Bldg Value: $137.653
Owner: GRACEY WILLIAM L & NICHOLE
Depreciated EXFT Value: $0
Mailing Address: 3423 WHIPPOORWILL CT
Land Value (Market): $30.500
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Property Address: 3423 WHIPPOORWILL CT SANFORD 32773
JustlMarket Value: $168.153
Subdivision Name: WHIPPOORWILL
Assessed Value (SOH): $145.518
Tax District: S1-SANFORD
Exempt Value: $25.000
Exemptions: 00 -HOMESTEAD
Taxable Value: $120.518
Dor. 01 -SINGLE FAMILY
Tax Estimator
2005 Notice of Proposed Property Tax
SALES
Deed Date Book Page Amount Vacllmp Qualified
2004 VALUE SUMMARY
WARRANTY DEED 08/2001 04163 0175 $155.000 Improved Yes
Tax Value without SOH): $2.625
WARRANTY DEED 02/2001 04014 0178 $25.000 Vacant Yes
2004 Tax Bill Amount: $2.383
WARRANTY DEED 0811999 03707 1754 $294.500 Vacant No
WARRANTY DEED 12/1997 03343 1158 $320.000 Vacant No
Save Our Homes (SOH) $242
Savings:
SPECIAL 1211992 02522 1923 $351.000 Vacant No
2004 Taxable Value: $116.280
WARRANTY DEED
DOES NOT INCLUDE NON -AD VALOREM
CERTIFICATE OF 11/1991 02356 1758 $311.200 Vacant No
ASSESSMENTS
TITLE
Find Comparable Sales within this Subdivision
LAND
Land Assess Land Unit Land
LEGAL DESCRIPTION PLAT
Method Frontage Depth Units Price Value
LEG LOT 20 WHIPPOORWILL PB 40 PG 60
LOT 0 0 1.000 30.500.00 $30.500
BUILDING INFORMATION
Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost
Num Bit SF SF SF Value New
1 SINGLE 2001 8 1.912 2.526 1.912 CB/STUCCO $1377653 $140.462
FAMILY FINISH
Appendage I Sqft OPEN PORCH FINISHED / 160
Appendage I Sqft OPEN PORCH FINISHED / 34
Appendage I Sqft GARAGE FINISHED 1420
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 ear's property tax will be based on Just/Market value.
http://www.scpafl.orglpls/web/re web.seminole_County title?parcel=07203151200000200... 9/16/2005
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BOUNDARY SURVEY FOR: F a terford yuallty n mes
DESCRIPTION: LOT 20, WHIPPOORWILL, ACCORDING TO THE PL e T THEREOF AS RECORDED IN PLAT BOOK 40,
PAGE 60 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORID -4.
CURVE DA T4
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I HEREBY C£f.'TIFY THAT ryi SURVEY SHOW
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F'EREON IAS MADE IN ACCORDANCE TO THE
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DATED APRIL 17.7995
89'42' 00" E 1 20. 00'Ec.1
LAND SUT.'VEYI�IG' IN THE STATE OF FLORIDA
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TITLE DATA 11AS NOT BEEN FLnVNfSHED TO THE SURVEYOR.
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THS PROPERTY LIES N SECTION(S) 7 -
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REC.1/2'LR. = F---------- `-----IRON PIPE (Joih ----- f ` ---- ----- i 1.:r
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F'EREON IAS MADE IN ACCORDANCE TO THE
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DATED APRIL 17.7995
89'42' 00" E 1 20. 00'Ec.1
LAND SUT.'VEYI�IG' IN THE STATE OF FLORIDA
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TITLE DATA 11AS NOT BEEN FLnVNfSHED TO THE SURVEYOR.
L.S.
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UNDERGROl1NF.' IWROVEMENTS HAVE NOT BEEN LOCATED.
REGISTERED LAND 5 VE�DA3764
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NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL.
5.
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CERTIFIED CORRECT TO:
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LAND SUT.'VEYI�IG' IN THE STATE OF FLORIDA
CH.472.077 AA0 CH.61ji,1-6.
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REGISTERED LAND 5 VE�DA3764
A civil engineering rirnl
1025 South Semaran Boulevard
Suite 1093
Winter Park F! 3:2792
[407) 679-7500
Fax [407] 670-9188
Authorrfation Letter
to use Aluminium Design Afanual .Masted jUe
ut_hori anon a,.. - Armstrong,4luminum Inc.
2227 �Mercator(Dn've
Orlazzdo, EL .32807
'13uifzizzg 0Ia.l;
Olue to our rnanuarre74sio.=rs that zvid dot be conip6cted 6y June 1, 2005,,we are
extending authorisation to the above referenced contractor to continue using the
current-manualthru Septernber30, 2005.
If this autFiorizatzon is to 6e revoked -prior to the ending date indcatedwe wildotify
you in writing via madorfacsirnile. - any indication of the alteration of this document
will -void the authori,7ation. Bordon if Shepardson's, the engineer
of record, signature
and raisedsgalx-�quired on this letter to validate the authorization. Tfzan�,,you f or
your coopca.?on �.
t�
Y±
Date: MAY' 2 5 20 5
Gordon.7f. Shepardan, (P.E. 15333
(Armstrong Aluminum) , 05-549, William & Nichole Gracey, 3423 Whippoorwill Ct
FUUME INC.
A ON BOOM TM
1025 South Somoran Boulevard
Supe 1083
Winter Park FL 32702
14071619-7500
Fax 14071610-9185
Aluminum EngineggLng .index Sheet
This index sheet specifies the master -file pages that can apply for the appropriate type of structure. Typical and
Detail sheets and tables indicated are suggested for the type of structure, but do not gleed 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. Index sheets should be attached with out engineering pages for
issuance of a permit. Any signs of alteration shall void this index sheet. C`nanth.orvcd typical and detail sheets or
an tables cannot be used in conjunction Nv3th our
l' CON ROU .i :.,U t\^L"11x1 l
iRE
I Commpanv Name: Armstrong Aluminum I Owner Naine: I
I Address:
Phone number,. Legal Description.:
Member ID Number:
e
en en00SU' re
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Stzee t� Gtstao Use
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110tn1 h/1.3.2.110B
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_ 120mph/1_32.120B
120m h/1.3.2.1
120m>h%1.3.2.1208
1.30m n/1.3.2.130B
130m.h/1.3.2,130B
130m h/1.3.?130B
130m h/1.3.'2.130B
14hn 'h/1.3.2.140B
140m h/13.2.140B
140m h/1.3.2..14013
1.10m h/1.3.2.140B
150m h/1.3.21.1j50B
150n: h/ 11.3.2.15013
1500 h,/1.3.2.150B
150 h;1.3.2.150B
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100 h'1.3.2.100C
100 h/1.3.2.100C.
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110m ph/13.2.1100.
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12i1n h/1.3.2.120C
120rn h/1.3,2120C
'30n:�a?1.3".2:13f
130attih/1.3.2.1:30C
130m,h/1.32130C;
130rn h/1.3.2.130C
140m . /.a..140C
140m h/1.3.2.140C
140n h/1.3.2.140C
140 h/1.3.2.140C
150m 1i/1,3.2.150C
150m hr.'1.3.2.150C
150 h/1.3.2.150C
150m h/1.3.2.150C
Date:
(Armstrong Aluminum) , 05-549, William & Nichole Gracey, 3423 Whippoorwill (Gordon H. Shepardson, P.E. 19333
REVIStONS
SECTION 1.1.1 DOME SCREEN ENCLOSURES 02/15/05
RISER wui WHERE� li UPSHHEIGHT#'ERT
H'
SIDE EEEAATION
K- MV4W (OPTIONAL ROOF WIND BRACM
SEE 5fCnoN SEE SECTM 1.2.3. PURLINS
SCREEN SCREEN
UPRIGHT
CHAIR RAR HEIGHT CAM CONNECTION
1' x Y BASE PLA PfR TABLEMAX. PL CDAM & NLWM
H If SEE SECTION 1.2.1
I$OMIC 1• x 2' BASE PLATE
K - BRACING ( OPTIONAL. )
SEM SE3mm I x z FRQNT,. FI_EVATL2
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 746 FOR WIND LOAD ON THE ATTACHED
TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL. BE SELF LATCHING
AND CLOSING AND MAY BE LOCATED INTOANYSCREETV
2) ALL SCREEN ENCLOSURES GREATER THAN 20-V MAX HEIGHT PANEL OPEINING.
OR GREATER THAN 400 PROJECTION FROM THE HOST STRUCTURE
(REGARDLESS OF DIRECTION OF BEAM SPAN) OR WITH A BEAM SPAN 9) DISTANCE BETWEEN PURLNS SHALL NOT EXCEED 9414CHM
GREATER THAN 40'-T, WILL REOUI RE SETS SPECIFIC SIGNED AND_ C84MR TO CENTER.
SEALJ:D ENGINEERING PLANS AND SIGNED AND SFIAI LAYOUT
DRAWINGS. 1 O)ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED WITH MIN.
OF 9 SCREWS INTO SCREW BOSS EACH SIDE. SUE SECTICk1129
I)STRU ICTURAL DETAIL. DRAWING SHALL RaATETO 8063-T6, Wel.T5, FOR PURUN AND CHAIR RAIL SCHEDULE.
OR GNI TO ALUMINUM EXTRUSIONS WITH AN ACTUJAL WALL
THICICNESS OF NOT LE.,SS.THAN 011W. 11) ENCLOSURE MUST BE,GRW4DED AND BONDED IN ACCORDANCE
WITH NZC.
4) ALUMINUM SURFACES IN CONTACT WITH UME-MORTAR, CONCRETE
OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED
ALKALJ,RF.SISTAINT COATINGS SUCH AS HEAVYaODM BITUMINOUS. TO ANY ALUMINUM MEMBERS WITHOUT PRICK WRITTEN APPROVAL
PAINT OR WATER - WHITE METHACRYLATE LAOQUE 3:L OF THE ENGINEER.
5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 6081 T5 OR 8081-T8 ALUMINUM ALLOY 6 USED IN A
WHICH MAY BECOME REPEATEDLY WETSFIA L BE PAINTED WITH TWO STRUCTURE FOR UPRIGHTS, BEAMS, WEE MACERQ S. WBRIDES,
COATS OF ALLIMINUM METAL AND MASONRY PAINT, OR HEAVY -BODIED AND K -BRACES, 8083 -Te ALUMINUM ALLOY MAY aE usm FoR
BITUMINOUS PAINT, OR THE WOOD OR ABSOEMING MATEP44L. SHALL PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES.
BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE
JOINTS SEALED WRH HIGH QUALITY CAULKING COMPOUND. 14) THIS IS AN OPEN AIUMLNUM FRAMED STRUCTURE WITH SCREEN
(MAX. MESH OF 20/20) ROOF AND WALLS. R HAS AN IMPORTANCE
MALL FASTENERS WILL BE 24' C- C MAX UNLESS OTHERWISE NOTED. FACTOR M OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4
SCREWS SHALL BE COATED WEATHER SEALED. OF 2001 FLORIDA BUILDING CODE FC}&pYkaA7i EJGHT
' �` ; ; ✓PP}IES'
FUL)NE INC. FEB..,
THIS PAGE CAN ONLY 8E USED 1425 S. S£MORAN BLVD. �,
IF THE CONTRACTOR IS:,,. o s.
AUTHORIZED TO USE THE SUITE 1093 ?( 1r
WINTER PARK FL
MASTER FILE MANUAL. OR IF 32792 E
THE PAGE HAS AN ORIpNAL TEL {447) 679-7500
TSH'� RE S FAX (407) 679--9188
(Armstr n Aluminum), 0 -5W"ii Ilarn'�'��lt i1c 'e Gracey,.21( iippoorwill Ct .
SECTION 1.2.1 1 DETAILS
SCREEN ENCLOSURES
FRONT WALL- - 118' STAINLESS STEEL WI F
2 CABLE FOR EVERY 200 SO. FT.
NOTE ALL WALLS OVER 15' HIGH MUST HAVE 1/2 OR
MORE OF THE CABLES AT THE TOP OF THE WALL
ABOVE THE TOP CHAIR RAIL
SIDE WAL --1 f 8" STAINLMa STEEL CABLE
UP TO 200 SO. FT. OF WALL, NO CABLE NEEDED
OVER 200 S0. FT.; 1 CABLE PER EVERY 200 SQ. FT.
CAM CORNER
PLATE 1 8' ALUM.
W/ B 10 TEKS
REVISIONS
02/15/05
CABLE BRACING CAN BE USED
IN PLACE OF K -BRACING
MIN 2 VMVE PINS OR
2 - 11/4` x 1/4' TAPCON
TOP FASTENER 1 1/2' BELOW
TOP OF CONCRETE, NO
CONC. NO FASTENING TO PAVERS
NOTE.• aHIGH MUST HAVE 1/2 OR CABLE SET
MORE • iv •• • �r►lfrr�r�
IST CABLE SET
ABOVE THE TOP CHAIR PAL CAM MUST REMAIN TIGHT AT ALL TIME& CAW SW= SCREEN CABLE BRACING QI&QRAM
■\i•Li■►J
HOMEOWNER MAINTENANCE RESPONSIBILITY -
BE TIGHTEWD PIERIODICALLY 70 REMOVE SIXK. TO AVOID
DAMAGE CON7ACT A.OMFIED SERVICE CDMPMY
CABLE SCHEDULE FOR SCREEN ENCLOSURE
CABLE ArrALNED TO
2"X2'Xt/8' ANGLE
WITH CABLE THIMBLE
2 NICO PRES SLEEVES
4' NOYWAL 2500 �
PST CONCRETE .- X2'X1/8' ANGLE
1_ 2'
2.500 PSI CONCRETE 3/4"X1/4' TAPCON
TAPCON, TO INSTALL
MINIMLIM OF 1 1/2'
FF0M DECK EDGE
CABLE BRACE MOUNTED ON _TOP OF CONCRETE DECK
E�-APPLIES
FULINE INC.
THIS PAGE CAN ONLY BE USED
IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD...• " AUTHORIZED TO USE THE SUITE 1093
MASTER FILE MANUAL OR IF WINTER PARK FL 32792
THE PAGE HAS AN ORIGINAL TEL (407) 679-7500
Aluminum) , .. AW4R94NPNf&f4�e Gracey, F-wpToZ91A, i "� 0 Pr'E, :E,
SECTION 1.2.2 1 DETAILS
SCREEN ENCLOSURES
3-x4-4.050" PLATE
W/5 TOTAL /14 TEKS
ON EXTERIOR
BRACING CAN BE USED
IN PLACE OF CABLE BRACING
PURLM
\ WALL
UPRIGHT
1 it2` 11
2'x2' K -BRACE
1'x3'xO.125'x3' L.G.
ANGLE W/3 /14 TEKS
ON INTERIOR -1_
COLUMN /
31/2" x 7` x 0.050 PLATE
W/ 9 TOTAL /14 TEKS
REYI5t0NS
02/IS/05
K—BRACING CAN BE USED
IN PLACE OF CABLE BRACING
`w/5 TDTTE
AL 1144 TEKS
PLAN VIEW
1`x2'x0.125`x7' LG. COLUMN / POST
ANGLE W/ A TOTAL
# 14 TEKS INTO
BRACE do POST
Wd' BASE PLATE
W%6 "T�OT�/ 14�TEKS W/91 TOTAL # i TEKS ��
OorNt IXFERI� 3 1 /2•xrxa.050' PLATE B PLAN VIEW
B EXTERIOR TION W/9 TOTAL 114 TEKS (XT.
T.0
K -BRACING DETAIL
TDP FOOT OF 2 X2'x 1/8` ANGLE
• • 1'x2' CHANNEL
NOTE:
-1"x2' CHANNEL FRONT FOOT N(YT USED E /LLL
UPRKWTT RIIGGHTT 2 - SCREEN TYPES
NOTE:
NOTA PLAN. VIEW 2 ANGLE, ONLY ON
nrs� LOAD BEPaNG WALL
2" X 2' X 1/8' ANGLE TS ONLY `
REOIAt£D ON LOAD 9FJ11t1NC wAtls
IQTE: 2`x UPRIGHT
TAPCON MUST 00 INTO CONC, CHAIR RAIL
MM�AUM OF 1-1/4. F USE
PAYERS ON DECK. FASTENER TOP FOOT OF
WILL WIND INTO DECK 1-1/4'. 2'x2' x 1/5' ANGLE
FRONT FOOT OF w// 2U#110 T SCREWS 48-1
2'x2' x 1/8" ANGLE INTO PRIGHT
SEE ADM TABLE.. FRONT FOOT OF
IN1
FOR FASTENEn
/ INTO DECK 2*x2*xi/SAN E4
,yyyM
FRONT ELEVATION
ICAL__DECK PLATE
THIS PAGE CAN ONLY BE USED
IF THE CONTRACTOR IS
AUTHORIZED TO USE THE
FASTER FILE MANUAL OR IF
THE PAGE HAS AN ORIGINAL
Aluminum) , 5-§1P_NMv 3FrA*K% Ue Gracey,
APPLIES
NOTE: .
CHAIR DDEECK MAX -
FROM
AJ MIN. 3-2' SMS FOR FASTENING AT
L CHAIR RAIL. TO UPRIGHT SCREW BC
2' x 2' x1/8' ANGLE W/2 11' 10
TEK SCREWS INTO WALL .
TAPCON OR THUNDERBOLT
. 1-1/4' INTO CONC. DECK
j_.CONCRETE DECK —1' 2* SCREEN CHANNEL
_SIDE ELEV `�iQ_-�,-,4^
1� - 1Y , V
& POST CCS CTiON °APf
5
1025 S. SEMORAN BLVD. r
SUITE 1093 "
WINTER PARK FL. 32792 r
TEL (4077) R677g9—g75R0R0
1�jDOTWT(I�GC DAPEvt oriPE
l®�■EN
o •� r ar
NOTE: .
CHAIR DDEECK MAX -
FROM
AJ MIN. 3-2' SMS FOR FASTENING AT
L CHAIR RAIL. TO UPRIGHT SCREW BC
2' x 2' x1/8' ANGLE W/2 11' 10
TEK SCREWS INTO WALL .
TAPCON OR THUNDERBOLT
. 1-1/4' INTO CONC. DECK
j_.CONCRETE DECK —1' 2* SCREEN CHANNEL
_SIDE ELEV `�iQ_-�,-,4^
1� - 1Y , V
& POST CCS CTiON °APf
5
1025 S. SEMORAN BLVD. r
SUITE 1093 "
WINTER PARK FL. 32792 r
TEL (4077) R677g9—g75R0R0
1�jDOTWT(I�GC DAPEvt oriPE
02/15/05
SECTION 1.2.3 1 DETAILS SCREEN ENCLOSURES
BEAM OVERLAP
OR GUSSET PLATE
FOR CONNECTOR
SCHEDULE SEE SECTION 1.2.4
1'--2'x .040' STRAP AT EACH
UPRIGHT & MIDWAY BETWEEN
UPRIGHTS, w/1 j 10 TEK
AT EACH END
4' MAX.
CHA6i 10 7EKS
AV_
BEAM 2x4 5,6,7,
3-/10
..RACE
4 I w/ 6 # 1CHAN
TEKS
• 4' MAX.
4' MAX' WAL L
HMUPRIq
STRUCTURE
2- SMS 0 2• C. 2*x2" ANGLE KNEE BRACE D ETAI L
W/6 #10 TICS
EACH SIDE
5' OR 7` SUPER
GLITTER
STRUCTURAL. GUTTER & KNEE BRACE DETAIL a�P
HOUSE
TYP. DIAGONAL
TYP. CORNER l""' j ut I rw4 I I u<<v I !xt I
BRACE
NOTE: MOND' BRACING SHALL NOT BE ,REQUIRED WHERE BEAMS AND PURLINS ARE
LATERALLY SUPPORTED 6Y CONNECTION TO HOST STRUCTURE,
NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE, H CHANNEL OR
RECMIM CHANNEL. NO TOE NAILING IS ALLOWED
-PLANMEW
(ICT.S)
ROOF WIND BRACING PURLIN & CHAIR RAIL Dom.. ,. A
1=LILINE INC.
THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD.'
r ; IF THE CONTRACTOR IS
T SUITE 1093 "
AUTHORIZED TO USE THE YY1t PARK FL 32792
MASTER FILE MANUAL OR IF TEL (407) 679-7500
THE �P��A��G�E HAS QRI
(Armslr ng Aluminum) , 0 5 REn li le C.aracey, 1( fA3 00(Mvi9M
i_...►AAH InA PF- . .
L_
SECTION 1.2.4 I DETAILS
BEAMS
2x4 8 10 14 I x -X]
2x5 1 1014, X X
2x6 1014 16 t6 18 18 X
tea 2x7 W-76 18 le 20 X
a
L 2x8 1fi 16 18 18 20 22 22
2x9 16 18 18 20 22 222-4
2x10 18 18 20 22 22 24 24
110 TEK SCREWS EACH SIDE OF BEAM
X- NO CONNECTION ALLOWED
1Pvs*Ns
SCREEN ENCLOSURES
HOMEOWNER MAINTENANCE RESPONSIBILITY:
FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION.
If DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY.
BEAM OVERLAP OR GUSSET PLATE CO y vECTION
ALUMINUM .
PHYSICAL PROPERTIES
BEAMS
EAMS
SCREW PATTERN -1"
CLEARANCE
TWEE
► h ^ .moo
ON ALL 4 SIDES
0.100
0.935
OF THE GUSSET PLATE OR
0.116
1.380
BEAM OVERLAP.
0.120
2x4
4 4 6,8 'X X X
0.220
SCREWS ARE TO BE EQUALLY
2x8. 0.072
0.224
>...
2x9 0.082
SPACED FROM TOP TO BOTTOM
5.910
2x5
4 4.... 8
X X
8.531
AND SIDE-TO-SIDE. SCREWS
2x6
6 8 8 10 12 12 X
MUST BE WEATHER SEALED.
2x7
8 8 10 12 12 14 X
NOT
a
�
2x13
8 10 12 12114 1414
2x9
10 12 12 14114 16116
GUSSET PLATE THICKNESS WILL
BE EQUAL TO OR LARGER THAN
2x10
10 1211-4-1-1-4 14 16 '18
LARGEST BEAM OR UPRIGHT USED.
/14 TQC
SCREWS EACH SIDE OF BEAM
X- NO CONNECTION ALLOWED
HOMEOWNER MAINTENANCE RESPONSIBILITY:
FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION.
If DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY.
BEAM OVERLAP OR GUSSET PLATE CO y vECTION
ALUMINUM .
PHYSICAL PROPERTIES
" TWALL
TWEE
SECTION
LUS
M(ION)
2x4 0.046
0.100
0.935
2x5 .0.050
0.116
1.380
2x6 0.050
0.120
1.920
2.0 0.055
0.220
2375
2x8. 0.072
0.224
4.080
2x9 0.082
0.306
5.910
2x10 0.092
0.389
8.531
HOLLOW BEAM TABLE
2.00'
—TWALL
K
TWALL
I
� I
TWO
SNAP EXTRUSION
SELF MATING
BEAM
ALUMINUM PHYSICAL PROPERTIES
THIS PAGE CAN ONLY BE USED FULINE INC.
IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD.
AUTHORIZED TO USE THE SUITE 1093
MASTER FILE MMUAL OR IF WINTER PARK FL 32792
HAS TEL. (407) 679-7500
(Armstong Aluminum) , 5- apl" RI O�ey, F b p69 1@$
SECTION 1.2.5 1 DETAILS
REVISMS
SCREEN ENCLOSURES 02,
15/05
BEAM TO STRUCTURAL CUTTER DETAILS &, TO FASCI& ,./,, WALL
THIS P FUUNE INC.�'f'
AGE CAN ONLY BE USED
1025 S. SEMORAN BLVD_ •" r y.; "`.
IF THE CONTRACTOR IS -
" AUTHORIZED TO USE THE SUITE 1093
DIASTER FILE DIANUAL OR IF
WINTER PARK FL 32792
TEL (407) 679-7500
THE PAGE HAS AN ORIGINAL F 7679 1 °• v
(Arms ong Aluminum) , 5-��rfNle Gracey, i poorw,l:,
1/4"x2' LAC SCREWS
3/4'x3/4'
3/U4 'X'6
1/4"x2' LAG SCREWS
3/4"x3/40
O 24' O.C. MAX.
M FERRULE
Q 24" O.C. MAX.
ALUMINUM FERRULE
3/8"x8" LAG SCREW,TYP.
3/8"x8" LAG SCREW.TYP.
1 EACH SIDE OF BEAM
1 EACH SIDE OF BEAM
ROOF
SCREEN ROOF
BEAM
BEAM
2"x2'x0.125" ANGLE W/
2x2"x0,125" ANGLE W/ 410
• •
4}10 TEKS. EACH SIDE
TEKS. EACH SIDE OF BEAM
�
OF BEAM
SPACER
ANGLE
SHIM OPTIONAL I "x2'
SHIN
OPTIONAL 1 "x2"
FOR
GUTTER WITH
FOR GUTTER WITH
SPLINE GROOVE
SPLINE GROOVE
BOX BEAM
(FLAT OR MGM)
1/4'x2' LAG SCREWS
3/4"x3/4"
EXISTING ANGLED
OR PLUMB 1 x
O 24' O.C. MAX.
ALUMINUM FERRULE
OR Zx FASCIA
7
3/8"x8" LAG SCREW,TYP.
/-A,EmSIDE OF BEAM
SCREEN ROOF
BEAM
2-4-4.125- ANGLE W/ 4#10
TEKS. EACH SIDE OF BEAM
1-1 4'x2" LAG.
2X2"x0.125" Q Ek
EACH SIDE OF BEAM
OPTIONAL 1'x2"
24" O.C. ALONG 1'x2"
2-2"x1/4' THRU-BOLT.
FOR GUTTER WITH
SCREEN CHANNEL.
SIDE OF BEAM W/
ANGLE
SPLINE GROOVE
SHIM
BOX BEAM
(FLAT OR ANGLED)
PURLIN WITH .TAPCON OR 10- 3' SCREW
24"
O.C. WITH
0
1 TAPCON R 110- 3- SCREW THRU
2"x 2" ANGLE
INTO WALL.' ON EACH SIDE OF BEAM
EXISTING MASONRY
WALL OR STUCCO
WALL WITH LAG BOLT
OR TAPCON ATTACHING
TO WALL OR STUD
SEE CONNECTION IN
SECTION -1.2.6
2"X2"xO.125" ANGLE Q EACH
SIDE OF BEAM W/
2-2"xl /4' THRU- BOLTS.
BEAM TO STRUCTURAL CUTTER DETAILS &, TO FASCI& ,./,, WALL
THIS P FUUNE INC.�'f'
AGE CAN ONLY BE USED
1025 S. SEMORAN BLVD_ •" r y.; "`.
IF THE CONTRACTOR IS -
" AUTHORIZED TO USE THE SUITE 1093
DIASTER FILE DIANUAL OR IF
WINTER PARK FL 32792
TEL (407) 679-7500
THE PAGE HAS AN ORIGINAL F 7679 1 °• v
(Arms ong Aluminum) , 5-��rfNle Gracey, i poorw,l:,
RE'YIS M
SECTION 1.2.6 DETAILS SCREEN ENCLOSURES oz/15/05
PURLIN CONNECTION TO HOST
STRUCTURE TO BE MAXIMUM
Of 16" FROM BEAM AND EACH
16" THEREAFTER
BEAM SIZE VARIES 0
(SM BE&M TABLES) 0
O
0
USE 2*'X 2' X.0.125" SUPPORT
ANGLE (EACH SIDE)
CONNECTION OF PURLIN & ANGLE
TO BEAM & HOST STRUCTURE
BEAMMCONNECTION
PURLIN
TO BEAM
ANGLE TO BEAM
AND TO HOST
STRUCTURE
2X4
3
2
2X5
3
3
2X6
3
4
2X7
3
5
2X8
3
6
2X9
4
7
2X10
4
g
SEE PURLIN SCHEDULE
— SECTION 1.2.3
BEAM TO PURLIN
USE 2"—f10 SMS INTO WOOOFRAME
(SEE TABLE) STRUCTURE USE
4'-110 SMS
V SCRLVPER
GAL NM vEfrncu p�INTO CONCRETE
(SEE TASW STRUCTURE, USE
3 1/2" TAPCON
BEAM CONNECTION
BEAM TO. PURLIN
USE 2"-110 SMS
(SEE TABLE)
PURLIN CONNECTIONS
INTO. WOODFRAME
STRUCTURE USE
0 2"—J10 SMS
0 If_ INTO CONCRETE
STRUCTURE USE
1 1/2" TAPCON
ANGLE CONNECTION
CONNECTION OF BEAM DIRECTLY TO HOST STRUCTUIRE;','.`,/'
APPLIES
- .t
FU LINE INC.—':"'—`—
THIS PAGE CAN ONLY. BE USED FEBEB .
IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD.
AUTHORIZED TO USE THE SUITE 1 093
MASTER FILE MANUAL OR IFWINTER PARK Ft 32792
T 0 IGT TEL (407) 679-7500
ng Aluminum) , 5-T yA%&gWA %O1e i . cey SA *W,4 A846# NHs` or�.RE `.
(Ar
REVt51ON5
SECTION 1.2.7 DETAILS SCREEN ENCLOSURES 02/,s�os
SPLICE PLATE SHALL BE MIN. 24 INCHES LONG, MINIMUM 12-1 10 iEK SCREWS ON EACH SIDE OF
1 INCH LESS HEIGHT THAN THE BEAM THE SAMETHITHE CUT EVEMY SPACED WH1 INCH CLEARANCE
GREATER
AS THE SPLICE BEAM, ANO LOCATED NO AT THE CUT AND ALL SIDES OF THE INTERNAL_ SPLICE
GEATER THAN 1/3 THE BEAM LENGTH FROM THE END
AND LOCATED ON OPPOSITE DOS OF THE MATED BEAM PLATE.
7YP 24, MIN.
1.
• s • e • • .
tY MIN. 12' 1AIN.
SPLICE FOR BEAM SHALL BE ON
OPPOSITE ENDS OF THE MATS BEAM,
FOR GUSSET CONNECTION SEE
1'-2'x .040' STRAP A7 EACH
UPRIGHT do MIDWAY BETWEEN
UPRIGHTS, W/1 111 10 TEK
A7 EACH END
HOST
STRUCTURE
1.2.4
BEAM SPLICE
KNEE BRAN KNEE BRAS
SEE KNEE BRACE DETAILS SECTION 123
SPAN DETAIL
z
d
Q
In
APPLIES
DOM-E,FLAT OR NO SPLICE CABLE ��A=
tAa Pel E
THIS PAGE CAN ONLY BE USED f`LIUNE INC. FES,``
IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD.
AUTHORIZED TO USE THE SUITE 1093
MASTER FILE MANUAL OR IF WINTER PARK FL 32792
TEL (407) 679-7500
THE PAGE HAS AN ORIGINAL
kU?7 y tr$e1�pAluminum), 0 -5WN""q1 e Gracey,00rAll
Ate.
RENSIQNS
SECTION 1.2.10 DETAILS SCREEN ENCLOSURES 02/15/05
(Nom , 41 v MtL-�
GFtAIiE
rfp.
NO Fgan
LEV)rTlJt"N
5 BAROR
CONT. FOOTER 2 1 5 BAR/
W SLOPE BEVEEN Cour
/IN 6' TO 1' IN 3*
m 11-
o
i-24=0111011 -
RIBBON FOOTER -WHERE FOOTER IS NOT CONNECTED To DECK- Li FOOTER WHEN SLOPE
1' IN 3' OR STEEPER
USE 8-x6- CONCRETE RIBBON FOOTER W/ 115 ROM OR WHEN DECK EXTENDS
CONTINUOUS TO SUPPORT UP 10 2* x V UPRIGHT TO
OR MORE P13WOCCLAAR
TO THC SUPPORTING STRUCTURE.
0 USE S*x 12" CONCRETE RIBBON FOOTER W/ 2 5 RMARS CONTINUOUS ❑
TO SUPPORT UPRKM LARGER THAN 2' x 6' 1) FOOTER SHALL BEAR ON ROCK. CLEAN SAND. OR STRUCTURALLY
SOUND SOIL 0500 PSI:} THAT SHELL BE COIAPACTED, TO PROVIDE OPTIMUM
BEARING CAPACITY TO PREVIDW SETTLING.
2) CONCRETE SHALL HAVE A 28 DAY STRENIM OF 2-500 PSI W/ FIBER MESH
OR 6x6 -10x10 W W NESH.
3) 3 - #3 BARS IS EQUIVALENT M 1 15 WS.
TYPICAL SCREEN DECK FOOTER DETAIL ep
(Armsttong AlUminurn) ,
YPICAL SCREEN DECK FOOTER DETAIL
OOTER DETAILS AND SIZING.
ALTERNATE 2
RIBBON FOOTERS FOR BRICK PAVERS
AP
Tolls
7
FUUNE INC.
THIS PAGE CAN ONLY BE USED
1025 S. SEMORAN BLVD.
IF THE CONTRACTOR IS SUITE 1093
AUTHORIZED TO USE THE
MASTER FILE MANUAL OR IF WINTER PARK FL 32792
THE PAGE HAS AN ORIGINAL TEL (407) 679-7500
Sk*At0Ro iW4b %dwj e G ra c ey, PFRTR 0 N
IF-IJAII FL KF_ V=
REHtSK)NS
0z/15%05
SECTION 1.2.11
DETAILS
SCREEN ENCLOSURES
3'X3' ALUMINUM COLUMN 3X14 TEK SCREWS 3"X3" ALUMINUM COLUMN
3 /14 TEK SCREWS ON EACH SIDE
ON EACH 'X2'Xi/8' 2'X2'X1/8'
ANGLE 0 3' ANGLE 0 3'
2-
2 TAPCON E" SIDE
EMOMDED 1 1/2-
V INTO FOOTER 2'X2'X2' ISOLATED 2 TAPGON EACH SIDE
EMBEDDED 1 1/2
FOOTER WITH 2500
2' PSI CONCRETE INTO FOOTER
ISOLATED FOOTER FOR SOLID ROOF POSTS
APPLIES
SCREEN ENCLOSURE-WITH KNEEWALL
MAXIMUM UPRIGHT SIZE = 2'X6'
CENTERED ON WALLSEE TYPICAL DECK PLATE& POST
CONNECTION — SECTION 1.2.2
#3 BAR CONTINUOUS SET
IN BOND BEAM BLOCK -.
ALL CELLS AND 13 BAR AT 4' O.C.
BOND BEAM BLOCK AND AT CHANGE
FILLED WITH 2,500 IN DIRECTION
PSI CONCRETE IN 8'X8'X16' CMU
CONCRETE
DECK
IN AREA OF KNEEWALL. V
CABLE BRACING WILL Le• �;_rsaE:+��R,
ATTACH TO FOOTER 2 #5 BARS
--,s"---� CONTINUOUS,,-`,...t` l ..APPLIES
--
THIS PAGE CAN ONLY BE USED
FLILINE INC.
IF THE CONTRACTOR IS
1025 S. SEIAlORAN BLVD.'
_
AUTHORIZED TO USE THE
SUITE 1093
WINTER PARK FL. 32782
.
( ,
MASTER FILE MANUAL OR IF
TEL (407) 679-7500FAX
THE PAGE HAS AN ORIGINAL
(407) 679-9188
PA -'
Armst
n luminum
SIGMAT�RE A1�ID,EAL
5-549 William &' ichole Grace
-3Mhippoorwill Ct
I- lKW •
{Armstron
BEAM SPAN AND UPRIGHT HEIGHT TABLES
SECTION
1.3.2.120 B
SPAN
TABLES
SCREEN ENCLOSURES
6063-T6 ALLOY
6061-T5 ALLOY
6061-T6 ALLOY
120MPH EXPOSURE B
ALUMINUM ALLOY ; 6063-T6, 6061-T5, & 6061-T6 WIND ZONE:120MPH
EXPOSURE B
ALL ROOF STYLES
MAK SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES
UP TO ISO MPH WIND LOAD
ALL WIND SPEEDS PRESSURE 10 PSF
MAX. SPANS FOR WALL UPRIGHTS FOR SCREEN ROOFIPOOL
ENCLOSURES
ROOF BEAM SPANS
WALL UPFUG14T HEIGHTS
Interpolation between spans Is permitted.
ROOF SPACING (number of feet)
d- ti 6' 7'
9'
Interpolation between spans Is permitted.
UPRIGHT SPACING {number of feet}
4` a' 6' 7' a,
S
EIUHTS
2 X 4.0 KNEES 16b 14'10 14 0 13`3 12*9
12'3
12 X4-0 KNEES14-4
f3' -12'6 7i'11 0'10
10
2X4 -I KNEE 20'018'10 18'0 17'3 16'9
16'3
2 X 4 -1 KNEE
18'4 1T 16.'6-- .1S11" 4'10
10
2 X 4.2 KNEES 2410 22.10 22-0 21.3 2D9
20 3
X 5 -O KNEES 19`6 18'2 in 16'3 157
15'0'
2 X 5 -0. KNEES
17.8 16'4 155 14.0 13'4
12'
X 5 -1 KNEE 23'6 272 217 20'3 197
19'0
12 X 5 -1 KNEE2i
o 20'4 1b'5 isv 1 17'4
16'
2 X b - 2 KNEES 2r6 26.2 251 24'3 237
23'0
X 6 - 0 KNEES 232 2116 20'4 194 18'2
1710
12 X 6.0 KNEES
20.11 19-6 171 IM 155
141�
2 3(6 -1 KNEE.. ........ . ...
2T2 25% 244 234 272 • 21'0
2 X 6 -1 KNEE '
24.11 23.5 21'6 20'6 1915
1r
2 X 6.2 KNEES 31'2 29-6 28'4 1 2r4 26-2
25'0
2 X 7 - O KNEES 26`2 24.4 20'D
19.1
2. X 7 - 0 KNEES
237 21`6 20'0 18'6 trs
16'
2 X 7 -1 KNEE 30 2 28' 26 8 25, 9. 0
231
2 X 7 -1 KNEE
277 25'6 24'0 22'S 21'5
20'
2 X 7 - 2 KNEES 342 32' 30'9.... 29'9.- .v '0
271
2 X 6- 0 KNEES 32'6 304 287 27'2 2510
243
2 X 8- 0 KNEES
297 27% 25'4 23'10 274
21'•
2X8- I KNEE 36'6 34.4 327 31.2 29'10
28'3
2 X 8 -1 KNEE
337 31'6 29'4 2710 26'4
25'
2X8 -2 KNEES 40'6 38'4 367 357 3T10
32'3
2X9 -0 KNEES 35'9 33'4 311. 29'11 281
26'6
2X9-0 KNEES
310 30'2 29'7 25'8 24'0
22'1
X 9 -1 KNEE 39'9 37'4 35'6 33'11 32'1
30'6
2 X 9.1 KNEE
35'0 34'2 337 29'8 2810
26'1
2 X 9 - 2 KNEES 43'9 41'4 391 37'11 3611
34.6
2X 10-0 KNEES 44'4 41'4 3T3 35'8
34'4
2 X 10.0 KNEES
315 36.1 34'0 32'3 30'8
29'
2 X 10 -1 KNEE 48 4 454 1'3 are
;4!3ji4
38'4
X 10 -1 KNEE
41'6 401 38'0 36'3 34'8
3T
2 X 10 - 2 KNEES bT4 49.4 453 4711
474
Irrte between s rrs is permitted.
anon between Spam Is permitted.
NOTE 1: Roof spans using knee braces are figured for knee braces
of Oft on the horliontak The ditfenence In the knee brace length of
less than of greater than 4ft on the horizontal wie be deducted fromNOTE
r added to the the s n.
NOTE 2: Wall spans using knee braces are figured for knee braces
of Oft on the vertical. The difference in the knee brace len of
g�
ass than or greater than 4ft on the vertical will be deducted from
or added to the span.21.
NOTE 3: Spans and heights using knee braces are used only for
dome, flat, and nos lice gable root
4: When using spans or heights In bold bordered areas -site
specific sealed engineering and layout drawings are required when
enclosure is 40ft or greater In distance fr0m 4*Wdi&Ws#
•
(regardless of which direction beam rrd/o.^F ire .
height Is 20ft or greater. = �r °i
THIS PAGE CAN ONLY BE USED BY A
CONTRACTOR THAT IS APPROVED TO USE THE
MASTERFILE MANUAL OR THE PAGE HAS AN
ORIGINAL SIGNATURE AND SEAL
Aluminum} ,05-549, William & Nichole Gracey, 3423 W
FLILINE INC.
1025 S. SEMORAN BLVD
SUITE 1093
WINTER PARK FL 3279 ^
TEL (407)679-7500
ippodWIM679-9188
w'
,
RE S`
cl;. W.,ihepa�rdson, P.E.
3'=/6'
Typical
ca
H
N
7" super gutter
6'-4"
Typical
n' N
2x4)
Typical
-, '8
All measurements given
cri
L;
t
�c
Girt
_
N
(1x2
N
i�
"
Graeev_ 05-549
3423 whippoon%ill Ct
Sanford, F1.32773
Armstrong Aluminum
2227 Mercator Di%
Orlando, FL 32807
Phone: 407-678-0197
Fax: 407-678-1334
.prey s� on�ayoutsocur
PreparedIm
Aaron Robarge
407-830-151.5
Attaches to host via super gutter
—33 V-7° —
Front Wall.
tl'V?1
N
ca
12,
N
7" super gutter
6'-4"
Typical
(B
Note:
Typical
-, '8
All measurements given
cri
L;
t
..
Girt
_
N
N
N
i�
"
t 1 N
(i'-4"
Typical
(4) @ 2' (super gutter)
C
Cables=
O
7
(I x2
E
d
(2X2)
Typical
Purlin
N
N
t•
Cr
t�
N
f�
N
rX - N
N fV
—33 V-7° —
Front Wall.
tl'V?1
Qx4
(2a2)
,r
U
E
6'-4"
Typical
(B
Note:
Typical
-, '8
All measurements given
cri
L;
t
..
Girt
_
N
N
N
N
t 1 N
—33 V-7° —
Front Wall.
tl'V?1
" O
2-
C4 E
CO
N
It
CO
a�
0
v
O
Qx4
(2x4)
61 -/
E
Typical.
(B
Note:
2N4
-, '8
All measurements given
cri
L;
t
..
o
(2x4)
-
J78
c'
(4) @ 3' (front wall)
(4) @ 2' (super gutter)
C
Cables=
O
7
(I x2
" O
2-
C4 E
CO
N
It
CO
a�
0
v
O
z
C4
E
(B
Note:
All measurements given
cri
L;
are the horizontal and
o
vertical projections.
-
N
Knee Braces:
c'
(4) @ 3' (front wall)
(4) @ 2' (super gutter)
C
Cables=
O
7
E
d