HomeMy WebLinkAbout209 Clydesdale CirCITY OF SANFORD PERMIT APPLICATION
Permit #
Job Address: ,ad-1 l `Ae" f: Jlid
Description of Work: JL,1-K-KA l Ir—A 1
Historic District: Zoning:
Date: _
Value of Work: $ L /J o0• 0 0
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 Waa 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 k)
aa trzr. a-rs•mn®
QIS-p — 00— 05(4® Parcel #: I -)LO — 3I Proof of Ownership & Legal Description)
tr- (j,, M(Attu-ch1
Owners Name & Address: D(W CQ fil_JSSe1 r(iar1T O t U Wd i S t" J[.A_., e. u (.
SGIn-b(d 3a7 Phone: N1 ct _
Contractor Name & Address: A istrong 141umlrlum, lrta 12V MereeW Dr.
State License Number: !L-A oo CeU(4 ( C _
Phone & Fax: 14101 <A 13_13q Cont a t Person: Phone:
Bonding Company: tj AC In
Address: W I
1 i "uMortgageLender: L'Iffl,
Address:
Architect/Engineer: , R % Phone:
cw
Address: Fax: A.
Application is hereby made to obtain a permit to do the work and installations as in c t t 51c r installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all la n c in thr jurisdiotion. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS L F tN 413b LVRS, HEATERS, TANKS, andW
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
this county, and there may be additional permits required from other governmental entities such wa r man
Acceptance
sm
erificationt t I will notify a ownerofthe property o the
c l 0 °Z/oxD
Signature of Owner/A Date
Print Owner/Agent's me
Si atur N ry-State of Florida ate
sYN,N nsty L Stanton
My Commission DD131693
Owner/Agent is _1' Personally
Produced ID
OF 5tr
f
Fes July 06, 2006
of
Signature o
that may be found in the public records of
districts, state agencies, or fe4Ieral agencies.
Law, FS 713.
of Flo6da Date
Contractor/Agent is ersonall Known to Me or
Produced ID `
APPLICATION APPROVED BY: Bldgi I )4- L ( Zoning: 1
Initial & Date) (Initial &Date)
Special Conditions:
S:KERI CWVNN FD:
initial & Date) 'S Initial & Date)
DxviE) JOHNSoN, CFA, ASA I
PROPERTY
I
APPRAISER TT_ SEMINOLE COUNTY FL.
1101 E. FIRST sT INEI
SANFORD, FL32771-1466
407-6613-7506
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL Number of Buildings: 1
Parcel Id: 18-20-31-506-0000-0540 Tax District: S1-SANFORD Depreciated Bldg Value: $126,025
Owner: BOSSELMAN DEBRA K Exemptions: Depreciated EXFT Value: $0
Address: 209 CLYDESDALE CIR Land Value (Market): $27,000
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 209 CLYDESDALE CIR SANFORD 32771 Just/Market Value: $153,025
Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $153,025
Dor: 01-SINGLE FAMILY Exempt Value: $0
Taxable Value: $153,025
Tax Estimator
SALES 2004 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $553
WARRANTY DEED 05/2004 05341 1203 $189,100 Improved 2004 Taxable Value: $27,000
WARRANTY DEED 11/2003 05103 0539 $811,000 Vacant DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 54 BAKERS CROSSING PHASE 2 PB 62
LOT 0 0 1.000 27,000.00 $27,000 PGS 97 - 99
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 2004 8 1,955 2,390 1,955 CB/STUCCO FINISH $126,025 $126,658
Appendage / Sgft GARAGE FINISHED / 425
Appendage I Sgft OPEN PORCH FINISHED / 10
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.
D
5?
Power of Attorney Page 1 of 1
Date: 03/25/2005
I hereby name and appoint I
Aluminum to be my lawful
Building Department fk sc
described as:
Power of Attorney
Job # 05-253
6f Armstrong
ney in act o act for a and apply to the Sanford
enclosure permit for work to be performed at a location
Section 18 Township 20 Range 31 506-0000-0540
Legal Description: LOT 54 BAKERS CROSSING PH 2 PB 62 PGS 97-99
Address of Job: 209 Clydesdale Cir; Sanford, FL 32771
Owner: Debra Bosselman
and to sign my name and do all things necessary to this appointment.
J
Signature of Certified Contractof
rem i_/_
t e / who produced
did not take oath.
1:J12=row
UGE 55
Ww
http://precisionlayouts.com/members/Powerofattomey.php?jobid=1 923 3/25/2005
ilmuaaaalualnaaaatlnaaat Mma wiwa
This -Instrument Prepared By:
Name:steven R. Felices
1319 Lake Drive
Casselbernj, FL 32707
Permit No.:
NOTICE OF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF SEMINOLE
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05664 PG 1734
CLERK'S # 2005050815
RECORDED OW912M W12212e PM
RECORDING FEES 1&69
RECORDED BY L McKinley
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, andinaccordancewithChapter713, Florida Statutes, the following information is provided in this Notice ofCommencement.
PARCEL ID # 19 -ap
1• Description of Property: LOT as recorded
in Plat Book (P . Pages - -92 Public Records of f— COZ FLORIDA.
2. General Description of Improvement: SCREEN ENCLOSURE
QS cube. U f3. Owner Information: Dwfa P 05 j j` '1
a0a CAVCS d We— C,i r.
5 n-fpf d F,
Brest in Property: FREE SIMPLE INTEREST
le of Fee Simple Titleholder: N/A
4. o ractor: ARMSTRONG ALUMINUM, INC. LICENSE # RX0066490
aaa- MCf Cif ter.
C>A 005rIac - 3a.$o rM R 2 9 Phone:
407-678-3352 Fax: 407-678-1334 5.
Surety: N/APhone: N/A Fax: N/A CERTIFIED Amount
of Bond: N/A MARYANNE CLE
K OF CIRC SE
0 COUN' 6.
Lender I Phone: Fax: rr 7.
Persons within the State of Florida designated by Owner upon whom notices or other documei 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 NoticeasprovidedinSection713.13 (1)(b), Florida Statutes: NONE Phone:
N/A a
Fax:
N/A Expiration
date of Notice of Commencement (the expiration date is 1 year from the date of recording
unless a different date i " Signature
of Owner) I ,
nos5e. trngry Owner'
s Printed Name) The
forego' g instrument was acks rl day
of 200
who is 7 swhotoproduced as
identification and th. Kristy
t Stanton NOTARYPUBLICifOa
My Commismon DD131693 Napm6+ Expires July 00. 2Do8
0 - s?o
PLAT OF SURVEY
DESCRIPTION (AS FURNISHED)
LOT 54, BAKERS CROSSING PHASE 2
AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECOR S OF SEMINOLE COUNTY, FLORIDA.
PC 1.
1-10
A= 21 '2 2 11 n. . s ,r, %,'o " ",
o.
9'
AC1
CB=S50'20'34"E
P RM
C=23.73
L=23.87'
1 i
PO+'TJ V1" = 30'
GRAPHIC SCALE
0 15 30
ECERTIfAtEXCLUSIOF:
D.H.I. TITLE OF FLORIDA INC.
FIDELITY NATIONAL TITLE INSURANCE CO.
OF PENNSYLVANIA
DEBRA L. BOSSELMAN
BANK OF AMERICA
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF
1L .1ED
ITY OF SANFORD
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY,
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 05-19-04 UNLESS OTHERWISE
Sy
WALL IS _
2.9 OFF
BRICK WALL
N89°35'18"W 75.00'
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
NO 120294 0045 E DATED 4/17/95 AND FOUNU
THE SUBJECT PROPERTY APPEARS TO LIE IN
ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
BEARINGS SHOWN HEREON ARE BASED ON
THE SOUTHERLY LINE OF LOT 54 AS
BEING S89'35'18"E, PER PLAT.
FIELD DATE:) 2-27-04
REVISED:
SCALE• I" = 30 FEET
APPROVED BY: SJ
TRACT "I"
LANDSCAPE BUFFER
1OQ Sp
ce\ g84 p0C
g7s6gs0p..
WALL IS
2.9' OFF
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
31. EXISTING ELEVATION
OCONCRETE
LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
PRM PERMANENT REFFRENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASURED
FND FOUND
C/W CONCRETE WALK
S-8-9'17.34' E
309.65' PT PC
CENTERLINE OF
RIGHT OF WAY
55
QFND NAIL AND DISCLB14671 (05/19/04)
0 FND 1/2" IRON ROD AND CAPLR16393 (05/19/04)
CNA CORNER NOT ACCESSIBLE
A DENOTES DELTA AN4LF
L DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY
TYP TYPICAL
A/C AIR CONDITIONER
CBW CONCRETE BLOCK WALL
RP RADIUS POINT
OHU OVERHEAD UTILITY LINE
ID IDENTIFICATION
POL POINT ON LINE
PCC POINT OF COMPOUND CURVE
POB POINT ON BOUNDARY
S/W SIDEWALK
CP CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
PK PARKER KALON
R RADIUS
POC POINT OF CURVE
SUBJECT TO THE SURVEYOR'S NOTES
CONTAINED HEREON MEETS THE APPLICABLE
MINIMUM TECHNICAL STANDARDS" SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027. FLORIDA
STATUTES.
JOB NO. ASM43370
IDRAWN BY:
L 05-19-04 VH
BOARD 3-9-04 CKB
PATIO 2/10/04 KLE
PLAN 01-06-04 KLI
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBM6393
1030 NORTH ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
I FOR
THE
FIRM
ALEN K. BE L PS 4 24 DATE
FLILINE INC.
A civil m olammring firm
1025 South Seareraa Boulevard
Suite E03
Mdw Park FL 32702
4011670-7500
Fax [407167HIBB
Authorization Letter
to use Aluminum Design Manual Master -file
Authorization for: X rmstrony gluminum Inc.
2227 Mercator Dr.
Orrando TL 32807
Buifiiing Offwia
The above referenced contractor is hereby authorized to use ourAfuminum Design
Manual as a master -fife to obtain aiT permits in your jurisfiution for the time period of
Way In, 2004 thru Way 31"; 2005. If this authorization is to be revo4d prior to the
ending date indticatedwe u iiTnotify you in writing via certified mail Any indication
of the alteration of this document wiffvoid the authorization. Cordon 5
Shepardson's, the engineer ofrecord, signature and raised seal rs required on this letter
to vaAdate the authorization. Tiankyou for your cooperation.
Signed-
Date:[Way 13 2
Gordon ?f ardson, P .19333
Armstrong Aluminum) , 05-253, Debra Bosselman, 209 Clydesdale Cir
2X4)-
2X4)
o O
2X4)
C X )
CABLES
Front Wall - 4
Side Wnlls - L,1 i R,1
Locations as per
diagram, PG 1.2.1)
BRACES, KNEE
z
a
N
1 R
N KvRv
3', 2 each beam
measurement
represents Horizontal &
Vertical projection)
HOST
ATTACHES TO HOST
7' SuperGutter
2X2 TYP
Nv Nv
2X2 TYP
Nv Nv Nv N
v
v v 77)6'
ccu ccuu cuu N N N N
2X2 TYP
MIN. 4 CABLES THIS WALL
0'
zz
o. N
J
c*i
cUv
1X2)
2X4)
2X4)
uv
o
a. rF—
cuXN
2X4)
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fAN
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G
cvr
ARMSTRONG ALUMINUM
BOSSELMAN u
209 CLYDESDALE CR cl
SANFORD, FL 05- 253
T
Prepared By-
Terry Byrne
321-303-1612
A% 162s1090s1736 0
FLME Inc.
A lira M"ft flan
1025 SON SOWN MUM
ate M
WWw Peek. R 32M
Fax [4011818- B
Aluminum En ineerrnZ 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 need to apply in total. The
appropriate typical and detail sheets and tables shall be harked as they apply. The listed pages are the only
pages that need to be attached per type of structure. One index shcel. should be attached with our engineering
pages for issuance of a permit. Any signs of alteration shall void this. Unauthorized typical and detail sheets or
tables cannot he used in coniunction with our engineering designs.
CONTRACTOR: JOB REFERENCE:
Company Name: ARMSTRONG ALUMINUM Owner Name:
Address:
Phone number. Legal Description:
Member ID Number.
Dome scrs:eri
Enclosure (
Mwisard screen
Enclosurr
Splice Viable screen
Enclos-:rc
Flat Ferecn
Enclosure
Pan roof w/
screen enclosure
Composite roof w/
Screen enclosure
1.1.2 1.1.3 1.1.4 3.2.1 2.2.1
1.11 1.2.1 1.2.1 1.2.1 3.2.2 222
1.2.3 112 1.2.3 1.23 3.23 2.23
1.25 1." - 1.2.5 1.2 5 1.24 1.2.4
1.2.6 1.25 1.2.6 1.26
1.2.7 126 127 1.2-7
1.2.4 1.2.4 1.28 1.2.4
124
Tables!6061-T5 I:ables/fi061-T5 Tables/6061-T5 fables/6UGl=f5 Tables/6061-T5 TablcsAU61.1'5
100m h/1.3JAWA 1 i/1.3.2.10UA J00=h/1.3.7.1WA 100m h/1.3.1.1WA 3.3.1.A 23.1.A
11Um h/1.3.1.110A 110m h/1.32110A ilOmah/13.2.110A 11Um i/1.3.1.110A 3.3.2A 23.2A
120 h/1.3.1.120A WnI h/1.3.2.120A 120 h/13.2120A I 120in n/1.3.1.12OA
130h/1.3.1.130A 13 h/1.3.? 130A 130m h/1.3.2130A I 13UmEh/1.3.1.13UA 140m
h/1.3.1.WA 140m h/1.3.2140A 140m h/1.3.7_140A 140m b/1.3.1.140A 150mph/
1.3.1.150A 150m h/1.3.2150A 15 h/1.3.2.150A 15 h/1.3.1.150A T2bles/
606346 Tables/6063-T6 fables/606346 Tables/0003-T6 fables/6063-T6 Tablca/6063-T6 100
h/1.3.1.100B I( .h/1.3.2100B 100. h/1.3.2AWB 100h/1.3.1.100B 3.3.1.13 2.3.1-B 1 h/
1.3.1.121Bi 11 h/
1.3.2110B 11Umph/1.32.110B 110tn,h/1.3.1.1108 3.3.2E 23 2.H 1?Om
h/1.3.2120B 1 h/1.32120B 12h/1.3.1.1201 130 h/1.
3.2130B 1 h/1.3.2130B 13 h/1.3.1.130B 14 h/1.
3.1.I40A 140h/1.3.2.140B 140m h/1.32140B 14)h/1.3.1.140B 1 h/1.3.
1.150B 150 h/1.3.2150B 1 h/13:2150B I 1 h/1.3.1.150B Armstrong Aluminum) , 05-253,
Debra Bosselman, 209 Clydesdale Cir
SECTION 1.1.1 I DOME I SCREEN ENCLOSURES
K- BRACING (OPTIONALZ
SCREEN (TYP.)
UPRIGHT (7YP.) ALUMINUI
CNAIR RAIL CM
1'x2' (TYP.) BASE PLATE
RISER WALL WHEREWHEREppREEOUIQUIRED
R
DIAGONAL BRACING
SEE SECTION 1.2.3
BRACING
K — BRACING ( OPTIONAL
CHMR RAIL (M
SIDE ELEVATION
FRONT ELEVATION
FOR CABLE CONNECTION
PLACEMENT & NUMBER
SEE SECTION 1-2.1
TYP) BASE PLATE
TYPICAL DOME ROOF v
STANDARDS
ESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001
S AMENDED AND ASCE 7-98 FOR THE WIND LOAD ON THE
ATTACHED TABLES.
2) ALL SCREEN ENCLOSURES GREATER THAN 20V 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 W61-T5 ALUMINUM EXTRUSIONS,WITH AN ACTUAL WALL
THICKNESS OF NOT LESS THAN Q040 INCH
4) ALUMINUM SURFACES IN CONTACT WITH LIME -MORTAR, CONCRETE
OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH
ALKALI -RESISTANT COATINGS. SUCH AS HEAVY -BODIED BITUMINOUS
PAINT OR WATER - WHITE METHACRYLATE LIQUEUR
5) 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 SEALED
WITH HIGH QUAUTY CAULKING COMPOUND
3) ALL FASTENERS WILL BE 24' C - C MAX UNLESS OTHERWISE
NOTED
THIS PAGE MAY NOT BE USED
WITHOUT A MASTERRLE
AUTHORIZATION LETTER
ON FILE
Alu inum) , 05-253, Debra Bosselman,
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 PURLINS SHALL NOT EXCEED 84 INCHES
10) ALL PURUNS AND CHAIR RAILS WILL BE 25Q9c 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 MAYBE
ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT PRIOR
WRITTEN APPROVAL OF THE ENGINEER
13) WHEN W61-T5 ALUMINUM ALLOY IS USED IN A STRUCTURE
FOR UPRIGHTS, BEAMS, KNEE BRACES; WIND BRACES, &
K- BRACES, 6083-T6 ALUMINUM ALLOY MAY BE USED FOR
PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES
14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH
SCREEN (MAX MESH OF 20/20) ROOF AND WALLS. IT HAS
AN IMPORTANCE FACTOR (Iw) OF 0.77. DESIGN LOADS ARE
BASED ON TABLE 2002.4 OF 2001
FLORIDA BUILDING CODE FOR A
MEAN HEIGHT UP TO 30 FT. A P P I I F
FLILINE INC.
1025 S. SEMORAN BLVD., SUITE 1093
WINTER PARK FL 32792
TEL (407) 679-7500
FAX (407) 679-9188
esdale Cir
GOFVON H SHEP*'AFESON RE
F LOF4DA RE 1Q=
SECTION 1.2.1 1 DETAILS I SCREEN ENCLOSURES
3'x4'x0.125' PLATE
W/5 TOTAL f14 TEKS 1'x3'xO.IZ5'x3' L
ON EXTERIOR ANGLE W/5 1114
ON INIE:RKIR
ROOF PURUN
WAI.1. COLUMN / P457
UPRIGHT
L1 'x2' 2'x?.' H K—BRACE
T'P)
31/2' x 7' x 0.125 PLATE
W/ 9 TOTAL 114 TfXS
I CMR
3 x4'x0.125' PLATF. .•
vv r, 5 TOTAL./8 TEKS
ON EXIERIOR
EXTERIOR ELEVATION
FDL ATE
W/5 TOTAL 114 TUG
nPLAN VIEVV
1'x3 xO.125 x7' LJ;. — — COLUMN / POST
ANGLE W/{14 TEKS
INTO BRACE- & POST
a I
3/ 1/2'x7'xO.IZ5' PLEA }
PLAN VIEW
W/9 TOTAL #14 TEKS /
3 1/2%7"41.125' PLATE{ H
W/9 114 TEKS
K-BRACING DETAIL
CABLE BRACING CAN BE USED IN PLACE OF K-BRACING
dz
FRONT WAI,l,--118" STAINLESS STEEL CAULE
Oup
P TO 400 SO. OF WALL 2 CABLE
P TO 600 SQ. 4 CABLE TLEF 1NER TEYEBOLT0,19m
TO BOO S0, 6 CABLE W/ 8 ! 10 TEKS
1- UP TO 1,000 S0. 8 CABLE LAIN 2 DRIVE PINS OR
NOTE ALL WALLS OVER 15' HIGH MUST HAVE 1 /2 OR
MORE OF THE CABLES AT THE TOP OF THE WALL
ABOVE THE TOP CHNR RAIL
APPLIES
2 — 11/4 x 1/4 TAPCON
TOP FASTENER 1' BELCW
TOP OF CONCRETE. NO
CONC. DIE NO FASTEMNG TO PAVERS
i
J
y SIDE WALL--]/-8" STAINLESS STEEL CABLE
2N0 CABLE SET
0—up
PTO 200 50. OF WALL NO CABLE NEEDED 157 CABLE SET
P
CEED
TO 400 SO. 1 CABLF:
TOP CHAIR RAJL WWHENJIM CABLE SET
TO 600 SO. 2 CABLE PANEL EX56 S.f 0
UP TO 800 S0. 3 CABLE 5<+
5w NOTE-
ALL WALLS OVER 15' 1-1101 MUST HAVE 1/2 OR SCREEN CABLE BRACING DIAGRAM MORE
OF THE CABLES AT THE TOP OF THE WALL. ABOVE
THE TOP CHAR RAIL I
Armstrong
AI CABLE
SCHEDULE FOR SCREEN ENCLOSURE u
FLIUNE
INC. THIS
PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUrrE 1093 WITHOUT
A MASTERFILF WINTER PARK FL 32792ION AUTHORIZATLETTERTEL. (407) 679-7500 inum) , 05-
253, BRA Bosselman, 10WI ST la r8188 c_u
APPLIES GOMM
H
SHWNCSON P.E RORIDAP.E
11J= K-BRACING
DETAIL CABLE BRACING
CAN BE USED IN PLACE OF K-BRACING dz FRONT
WAI,
l,--118" STAINLESS STEEL CAULE Oup P
TO
400 SO. OF WALL 2 CABLE P TO
600 SQ. 4 CABLE TLE F 1NERTEYEBOLT 0,19m TO BOO
S0, 6 CABLE W/ 8 ! 10 TEKS 1- UP
TO 1,000 S0. 8 CABLE LAIN 2 DRIVE PINS OR NOTE ALL
WALLS OVER 15' HIGH MUST HAVE 1 /2 OR MORE OF
THE CABLES AT THE TOP OF THE WALL ABOVE THE
TOP CHNR RAIL APPLIES 2 —
11/
4 x 1/4 TAPCON TOP FASTENER
1' BELCW TOP OF
CONCRETE. NO CONC. DIE
NO FASTEMNG TO PAVERS i J
y
SIDE
WALL--]/-8" STAINLESS STEEL CABLE 2N0 CABLE
SET 0—up
PTO200
50. OF WALL NO CABLE NEEDED 157 CABLE SET P CEED
TO
400
SO. 1 CABLF:TOP CHAIR
RAJL WWHENJIM CABLE SET TO 600
SO. 2 CABLE PANEL EX56 S.f 0 UP TO
800 S0. 3 CABLE 5<+5w NOTE-
ALL WALLS
OVER 15' 1-1101 MUST HAVE 1/2 OR SCREEN CABLE BRACING DIAGRAM MORE OF THE
CABLES AT THE TOP OF THE WALL. ABOVE THE TOP
CHAR RAIL I Armstrong AI
CABLE
SCHEDULE FOR
SCREEN ENCLOSURE u FLIUNE INC.
THIS
PAGE MAY
NOT BE USED 1025 S. SEMORAN BLVD.. SUrrE 1093 WITHOUT A MASTERFILF
WINTER PARK FL 32792ION AUTHORIZATLETTER TEL. (407) 679-7500 inum) , 05-253, BRA
Bosselman, 10WI ST la r8188 c_u APPLIES GOMM
H SHWNCSON
P.
E RORIDAP.E 11J=
SECTION 1.2.3 I DETAILS I SCREEN ENCLOSURES
TOP FOOT OF 2 X2'x 1/8" ANGLE NOTE:
1'x2' CHANNEL USED WITH ALL
SCREEN TYPES
I'x2' CHANNEL
7REQR
NT FOOT NOT
UPRI .
FOR 2x3'
IGHT
PLAN VIEW
0033
FRONT I= TABLE
UPRIGHT x4 x5 x6l x7 x8 x9 c1SIZES
1/4' TAPCDN 1 2 2 3 3 4 4EACHSIDE
0I0 TEK SCREWS 4 4 6 6 8 8
EACH SIDE
CHECK
ONE
SELECT IWIEARING UPRIGHT SIZES
x UPRIGHT
NOTE: NOTE:
TA'CON MUST GO INTO CONC. 2 x 2' CHAIR RAIL CHAIR RNL 48' MAX.
A MINIMUM OF 1-1/4'. IF USE
1= E FROM DECK
PAVERS ON DECK, FASTENER
LIINMOEC
OF
WILL EXTEND INTO DECK 1-1/4' B' ANGLE MIN. 3-2' SMS FOR FASTENING AT
TEX SCREWS CHAIR RAIL, TO UPRIGHT SCREW BOSS
FRONT FOOT OF T 48' MAX
2'x2' x 1/B" ANGLE N 2" x Z' x1/8' ANGLE W/2 f 10
SEE ABOVE TABLE FRONT FOOT OF TF)C SCREWS INTO WALL .
FOR FASTENERS i" 27x2 x1/IJTINGLE TAPCON OR THUNDERBOLT e
e 1-1/4' INTO CONC. DECK N
DECK CONCRETE 'x2' SCREEN CHANNEL FRONT
ELEVATION SIDE ELEVATION TYPICAL
DECK PLATE & POST CONNECTION 'P--P-LIES HOUSE
HOUSE
S-
Z Z-
TYP.
CORN TYP.
DIAGONAL BRACE
BRACE
HOUSE
io
TYP.
CORNER BRACE
0
TVP.
CORNER HOUSE BRACE
NOTE:
WIND
BRACING SHALL NOT BE g REQUIRED
WHERE BEAMS AND PURLINS 7YP. DIAGONAL. ARE
LATERALLY SUPPORTED BY CONNECTION
TO HOST STRUCTURE. BRACE PLAN
VIEW TYP. ER BRACE
N.
T.Sa WIND
BRACING DETAIL 'APPLIES FUUNE
INC. THIS
PAGE. MAY NOT BE USED 1025 S. SEMORAN BLVD., SURE 1093 WITHOUTAMASTE
RFILE WINTER PARK FL 32792 AUTHORIZATION
LETTER TEL (407) 679-7500 ON
FILE FAX (407) 679-9188 GORDON H SHEPAFIDSON P.E E—"
L FLOFIDA P.E 19M man,
SECTION 1.2.4 1 DETAILS I SCREEN ENCLOSURES
SPLICE PLATE SHALL BE MIN. 24 INCHES TANG.
1 INCH LESS HEIGHT THAN THE BEAM THE SAME
THICKNESS AS THE SPLICE BEAM, AND LOCATED NO
GREATER THAN 1/3 THE BEAM LENGTH FROM THE END
AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM
MINIMUM 12-f 10 TEK SCREWS ON EACH SIDE OF
THE CUT EVENLY SPACED WITH 1 WCH CLEARANCE
AT THE CUT AND ALL SIDES OF THE INTERNAL SPUCE
PLATE
TYP
1`
24" MIN.
Tya
I Ilry I r. Ilr
TYP. 1
F--
12" MIN, ^ 12' MIN.
SPLICE FOR BEAM SHALL BE ON
OPPOSITE ENDS OF THE MATED BEAM.
BEAM SPLICE
NOM.. 4) 1' MIN.
TYP.
GRADE
I I.Nj ( r,0031111-4 TvjTvWE:
NO FOOTER
V
Tp
BRAIN 0,1 5 BAR a'
CONT.
FOOTERDIDW SLOPE BETWEEN
1 IN6'TO1'IN3'
WHERE THERE IS NO DECK USED 8"x8' CONCRETE RIBBON
FOOTER W/ 105 REBAR CONTINUOUS TO SUPPORT UP TO
26 x 6' UPRIGHT
APPLIES
FOOTER WHEN SLOPE
1' IN 3' OR STEEPER
OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE.
8'x 12- CONCRETE RIBBON FOOTER W 2 ! 5 REBARS CONTINUOUS
TO SUPPORT UPWGHTS LARGER THAN 2' x 6'
1) FOOTER SHALL BEAR ON ROCK, CLEAN SAND, OR STRUCTURALLY
SOUND SOIL (>1500 PSI:) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM
BEARING CAPACITY TO PREVENT SETTLING.
2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH
OR 5x5-1Ox10 W W MESH.
3) 3 — /3 BARS 5 EQUIVALENT TO 1 %5 BARS.
TYPICAL SCREEN DECK FOOTER DETAIL
FLIUNE INC.
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093
WITHOUT A MASTERFILE WINTER PARK FL 32792
AUTHORIZATION LETTER TEL (407) 679-7500
ON FILE FAX (407) 679-9189 ewww H SHEPAraDSON P.E
E—MAIL - FLORDAP.B IQ=
Armstrong Aluminum) , 05-253, Debra Bosselman, 209 Clydesdale Cir
SECTION 1.2.5 • DETAILS SCREEN ENCLOSURES
2'x2' PURUNS ATTACH TO
BEAMS WITH MIN.(3) /100-1/2'
S.M.S. INTO SCREW BOSSES. S Op
BEAMS
ti ti ti ti ti
1 •x2• SNAP SECTIONS
ATTACHED TO 2'x2 W/
if 10 x 1-1 /2' S,M.S.
O 24' O.C. OR CONTINUOUS O O O 0 0
SNAP SECTIONS 00001010,
010
000010 2'x4' S.M_B.
00 C11010 d 10 0 1 2'x5' S.M.B.
00 01010000 2'x6' S.
BE/VA OVERLAP CONNECTION
0 0 01010 0 S.M.B.
0 610 0 0 0 Z*xB• S.M.B.
OR GUSSET PLATE po O I O p4dTo 0 2 x9
2x4 4 qj;811101 X X X
2x5 6 9 5 18 X X
2x6 8 12 16 20 24 28 X
2x7 10 15 20 25130 35 X
CLa 2x8 12 18 24 30136 42148
2x9 14 21 28 35142 49156
200 16 24 32 40 4815516.4
W<ITO O O O O 2 x10 S.M.B.
TABLE OF 2-1 #10 TEK SCREWS
ed ad m m m X- NO CONNECTION ALLOWED
vi vi to Vf VI
s
N N N N N N
BEAM OVERLAP OR GUSSET PLATE CONNECTION
i APPLIES
ALUMINUM
PHYSICAL PROPERTIES
2xH TWALL TWEE
SECTION
MQN3) U
2x4 0.044 0.100 0.959
2x5 0.050 0.100 1.468
2x6 0.050 0.120 1.955
2x7 0.055 0.120 3.119
2x8 0.072 0224 4.157
0.072 0224 5.910
H2x92x10 0.092 0.369 8.531
2.0
2.00•
TWALL "
TWALL
I I
Tyka TWO
HOLLOW BEAM TABLE SNAP EXTRUSION SELF MATT GG
CAM
ALUMINUM PHYSICAL PROPERTIES APPLIES
FLIUNE INC.
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093
WITHOUT A MASTERFILE WINTER PARK FL 32792
AUTHORIZATION LETTER TEL (407) 679-7500
ON RLE FAX (407) 679-91 BB GOPGON 11 WEPAFDS N RE
E—MAIL FLORIDA P.E 19=
Armstrong Aluminum) , 05-253, Debra Bosselman, 209 Clydesdale Cir
SECTION 1.2.6 DETAILS SCREEN ENCLOSURES
1/48x2' LAG SCREWS 3/4'x3l4'
UMTN" M FERRULE
1/4'x2' LAG SCREWS 3/4"x3/4'
ALUMINUM FERRULE
O 24" O.C. MAX.
3/8"x8 LAG SCREW;M.
O 1 EACH SIDE OF BEAM
3/B"xe" LAG SCREW,TYP.
1 EACH SIDE OF BEAM CREEN ROOF
5;j BEAM
SCREEN ROOF
BEAM 2'x2'xO.125ANGLE W/4#10
TEKS. EACH SIDE OF BEAM
2'x2'xO.125 ANGLE W/ 4#10
TEKS. EACH SIDE OF BEAMANGLE 0 OI 1"x2'
SP FOR GUTTER WITH
L 1'x2' SHIM SPLINE GROOVE
SHIM FOR GUTTER WITH
SPLINE GROOVE
3/470/4'
BOX wm
nK OR ANMO)
I1/4'x2" LAG SCREWS
O 24" O.C. XALUMINUM FERRULE E7WNG
3/8'x8' LAG SCREW.TYP.
OR Mum 1
1x PASM
1 EACH SIDE OF BEAM
SCREEN ROOF
BEAMkqw1uSPUNE2'x2"xO.125 ANGLE W/ 4#10
TEKS. EACH SIDE OF BEAM
1-1/4'x2' LAG. 2"X2'x.125 O EACH
NAL 1`x2'
EACH SIDE OF BEAM
24' O.C. ALONG 1"x2" 2-2'x1/4" -THRU-eOLTS.
UTTER WITH SCREEN CHANNEL SIDE OF BEAM W/
GROOVE
BOX BEAM
FLAT OR ANGLED)
1 "x2" OR 2'x 2' PURLIN WITH TAPCON OR # 10- 3" SCREW
24' O.C. WITH 1 TAPCON OR #10- 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
2"X2S025 ANGLE O EAC
SIDE OF BM W/
2-2'x1BEAM
THRU-
BOLTS.
BEAM
TO STRUCTURAL GUTTER DETAILS & TO FASCIA /WALL I APPLIES FUUNE
INC. THIS
PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD, SUITE 1093 WITHOUT
A MASTERFILE WINTER PARK FL 32792 AUTHORIZATION
LETTER TEL (407) 679-7500 ON
FILE FAX (407) 679-91 as WFIDON H SHEPAPDSON P.E E—
MAIL R.CRDAP.E 10M ArmstrongAluminum), -
ebra Bosselman, 209 Clydesdale Cir
ISE' CTION 1.2.7 1 DETAILS I SCREEN ENCLOSURES
BEAM OVERLAP
OR GUSSET PLATE
FOR CONNECTOR
SCHEDULE SEE SECTION 1.2.5 •
1'-2"x .040" STRAP AT EACH
UPRIGHT do MIDWAY BETWEEN
UPRIGHTS, W/1 ! 10 TEK
AT EACH END __I
4' MAX.
2' CHANNEL
W/ 6 # 10 TEKS
BEAM 2x4 5,6,7,
3—#10
ow.)
2" - H CHANNEL
W/ 6 # 10 TEKS
v
4' MAX.
HOST I I 2P
STRUCTUREf
6 0
ANGLE
TEKS KNEE BRACE DETAILw/6 TEKs
2 5A1S O 2 — O.C. EACH SIDE.
5" OR 7" SUPER
GUTTER
STRUCTURAL GUTTER & KNEE BRACE DETAIL
FOR GUSSET CONNECTION SEE SECTION 1.2.5
1'-2"x .040" STRAP AT EACH
UPRIGHT do MIDWAY BETWEEN
UPRIGHTS, W/1 1 10 TEKK,)(KNEE BRACE KNEE BRACE
AT EACH END
SEE KNEE BRACE DETAILS PAGE 7
HOST
STRUCTURE
SPAN DETAIL
a
DOME, FLAT OR NG SPLICE GABLE LJ
FLIUNE INC
THIS PAGE MAY NOT BE USED 1025 S. SEiAORAN BLVD., SUITE 1093
Wn'HW A MASTERFILE VANFER PARK FL 32792
AUTHORIZATION LETTER T EL (407) 679-7500
ON FILE FAX (407) 679-9188
E-MAIL
00FDON H SHMARD60N RE
RA1;fOJ1P.E IS=
DOME -FLAT
SECTION SPAN SCREEN ENCLOSURES 6063-T6
1.3.1.120 B - TABLES 120 M.P.H.
ALUMINUM ALLOY: 6063-T6 WIND ZONE: 120-MOH
MAX SPANS FOR ROOF BEAMS MAX SPANS FOR WALL UPRIGHTS
FOR SCREEN & POOL ENCLOSURES, EXPOSURE B i FOR SCREEN & POOL ENCLOSURES
4LL WIND SPEEDS PRESSURE 10 PSF EXPOSURE
MEAN ROOF HEIGHT 20 FT OR LESS . IMEANROOFHEIGHT = 20 FT OR LESS
ROOF STYLE :"DOME - FLAT WALL UPRIGHTS
IROOFSPAO
1 L6J4
sPANS.
2 X 4 0 KNEES 1 161 15*+1141K 13% 1240 12*4r
20'32X4 -I KNEE 0 19-1. 18'.2 17-6 i16'10 16"" i2X4-1 KNEE .
32X4-2KNEES 2 43 23'1 ; =2 2010 20'4
4 1 5 .7 8 i 9
14'4 I3'4 I-fr-PQ 11.111 11-5 11-6
18-4 15.5 15-0
2.X 67.0KNEES 1 20'2-- IST 177 1 16*9 IWO I5'4 12X5-0 KNEES i ITT 1 I6'4 15-5 14-8 14-0 1 13-6
2X6-I KNEE 1 24-2 22-3 21-1 20-9.
1
20-0 19.4 j2X6.I KNEE' 18.8 18.0 17V
2X6-2KNEES 1._28'2 26-3 1 W7 24-9 ZVO 231
2 X 6 - 0 KNEES 231 7 21-10 i207 197 18-9 18'0 2XG-OKNEES 12011 19-6 ji 18-3 ir'4' 1167 6*0
Z77 25-10 4W74 237 Zr9 22-0 2X6-1 KNEE 24-11 23-6 1 22-3 21.4 207 20'0
317 29,10 287,' 11277 261 i 26*0
2 X 7 - 0 KNEES 28'1126111 24'0 2TO25'4 1 2"11 12 X 7 - 0 KNEES 24 227 21-9 207 i 19'9
2X7-1 KNEE
2X 7-2 KNEES.
32'II
36'111434'111
301111 2914 28-0 27-0.
31'0
2611
WI i.J2 X 7 .1 KNEE
1
3011
33-4
1
29*1 1
32,0
334
37*4
41'4
M 266
301
25.6 12X8-0-`KNEES2X8-0 KNEES
2X8-IKNEE
2ii-_2,KNEES
3411138'111
371
37'1
31'8
35'8
29'5 12 X 8 - I KNEE
34*5 33%
39'0
43"0
367
4O'2
34'0
38'0
32 '4
361
30'111 29-92X9-O KNEES' 12 X 9 - 0 KNEES
2 X 9 - I KNEE
2 X 9 - 2 KNEES 1
34'11 339 2 X 9 -I KNEE
4 7 42'0 1 40*4 j!'l I
36'3
37'9
42*4 39'I0 VIO 34'10 2 X 10 - 0 KNEES2XIO-OKNEES _67
ZX 10-2 KNEES 537 10
414
45I0
401
441 .
38'10 2XIO-1 KNEE
4TI0
d--- inGsrooIaWn between spans ils-Denni
NUEE 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.
THIS PAGE MAY NOT BE USED
Wrn-lOUr A MASTERFILE
AVTHOR9KnON LETTER
ON FILE
27*6 26'10 247 231 227
287 27.6 267
W110 32-4 30-6 28-11 1 gre wr
138-10 36-4 1 34-5 32-11 31-8 307
40'9 37-10!, 367 33'10 32-4 1 31-1
4419 I'll'! 397- 37-10 36-4 1 36'1
FLJUNE INC.
1025 S. SEMORAN BLVD.. SUITE 1093
WINTER PARK FL 32792
TEL (407) 679-7500
FAX (407) 679-9188
E—MAIL
between spans Is
I APPLIE!
Q0FQoN Fj WjEpA10S0N RE
FLIMOA P.E. IM33
Armstrong Aluminum), 05-253, Debra Bosselman, 209 Clydesdale Cir