HomeMy WebLinkAbout158 Brushcreek Dr (3)ri V . . J j
Permit # :_
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
RECEIVED
Date:
a - o-re-e1 FER 2 12006
Zoning: Value of Work:
Permit Type: Building!OL 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 Wa Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: 14— # of Stories: _L_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Attach Proof of Ownership & Legal Description)
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address: L G
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. 1 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 re uirements 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 a add onal permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptan permi is ve " cati at it tify the o o he ro rty of the requireme of F rida ie a , F
Signi nef(Age ate Signature o ontrac r/A en ate
Pri t caner/Age is a e Prin o ctor/Agent's Name
z-2-(
Signa otary-State of lorida Date Si ature of Nota -State of Florida Date
NotaryaY public Stale of Florida
Tara Ann Corbin
My. Commission DD489636
Owner/Agent is _ Personally Known to Me or Contr to i)j ; o n to Me or
Produced ID
APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD:
Initial & Date) (Initial & te) (Initial & Date) (Initial & Date)
Special Conditions:
9,6
MWA A Hel"
n' N+r CorrlrrtleNpn DpZ60 0
ExpMee Howwril r 11, 2W + 3 1
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
26 .
50 49 48
AVID JOHN90N. CFA. ASA 25 CO WORNALL DR
PROPERTY'
APPRAISER 24 23 22
SEMINOLE COUNTY FL. M
1 101 E. FIRST ST
SANFORtO, FL 32771-1468 { 407-565-
75 6 ROCKHILL DR
2006 WORKING
VALUE SUMMARY GENERAL Value
Method: Market Parcel Id:
33-19-30-516-0000-1120 Number of Buildings: 1 Owner: PARKE
DANIEL C & JAMIE C Depreciated Bldg Value: $160,060 Mailing Address:
158 BRUSHCREEK DR Depreciated EXFT Value: $0 City,State,
ZipCode: SANFORD FL 32771 Land Value (Market): $28,200 Property Address:
158 BRUSHCREEK DR SANFORD 32771 Land Value Ag: $0 Subdivision Name:
COUNTRY CLUB PARK PH 2 Just/Market Value: $188,260 Tax District:
S1-SANFORD Assessed Value (SOH): $128,874 Exemptions: 00-
HOMESTEAD Exempt Value: $25,000 Dor: 01-
SINGLE FAMILY Taxable Value: $103,874 Tax Estimator
2005 VALUE
SUMMARY SALES Tax
Value(without SOH): $2,892 Deed Date
Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,998 SPECIAL 02/
2000 03826 1345 $141,100 Improved Yes Save Our Homes (SOH) 894 WARRANTY
DEEDSavings: WARRANTY DEED
10/1999 03751 0286 $23,500 Vacant Yes 2005 Taxable Value: $100,120 Find Comparable
Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND
LEGAL
DESCRIPTION Land Assess
Frontage Depth
Land Unit
Land PLATS: Pick... Method Units
Price Value LOT 112
COUNTRY CLUB PARK PH 2 PB 54 LOT 0
0 1.000 28,200.00 $28,200 PGS 22 THRU 24 BUILDING INFORMATION
Bid Year
Base Gross Living Est. Cost Bid Type
Fixtures Wall Bid Value New Num
BitSFSFSFNew1 SINGLE
2000
10
1,026 2,389 1,818 CB/STUCCO $160,060 $165,010 FAMILY FINISH
Appendage / Sgft
OPEN PORCH FINISHED / 135 Appendage / Sgft
OPEN PORCH FINISHED / 50 Appendage / Sgft
GARAGE FINISHED / 386 Appendage / Sgft
UPPER STORY FINISHED / 792 NOTE: Appendage
Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,
Base Semi Finshed 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.org/pls/web/re_web.seminole_county_title?parcel=3319305160000l 120... 2/21 /2006
JUL-26-2005 13:07 From: 4079776025 8 P.2<3
a< Z1C,t I t-l.1 r- I C-. M, *
R b b.EW eIF Cltit.,UIT tits -
NOTICE OF CONIMENCEMER"O.E CONTY
X1L9 Rg 1117; flpgb
This document prepared by: Name: CLERK' S #tRtLlMof.b t i dj0j/ 'cl()6 i:46 PIMAddress: > "L, ' ' 1 L._ FZECUIIi1:tPlU FL-1 ; l0. 0ct
RECUR1)ED By t holden
STATE OF FLORIDA COUNTY OF SEMINOLE TALC FOLIO # (Coinplcte Parcel ID l)7 \Cl -4k 'S itv
The undersigned hereby informs all concerned that improvements will be mode to certain real property, and in accordance with
Chapter 7)3, Florida Statues, the following infonnation is provided in (.Iris Notice of Commencement
D,XSCRIPTION OF PROPERTY (Legal description of the property and sheet address)
GENERALDESCIEZiPnON Of PROVIBMENT: ',_E!' C f C _I --` ,l
OWNER NAME & ADDRESS .( ` i 1 C I L; i i Il i
OWNERS INTEREST IN .PROPERTY (Fie Simple, Partnership, etc.) G. ' ri oOF ND
NAMEAADDRESSOF FEE SIMPLE TITLE HOLDER (If other than owner) INOLE CONTRACTOR
NAME &
ADDRESS: 1 1 01 C 1 (- SURETY (Bonding
Company) NAME & ADDRESS: Amount of
Bond: i«*####iii##
iii##i#+#iiiiiii#i•iiiiiii4ii##*#*##f*#M f/###########*######ii###ii##•#iiii*iati#+########### Persons within
the state of Florida designated by owner upon whom notice or other documents may be screed as provided by Section 713.13(
1)(a)7,, Florida Statues: Name and
Address In addition
to himself, owner designates the following person to receive a copy of thoLienor's Notice as provided in Section 713.13(
1)(b), Florida Statutes, Name and
Address: Expiration Date
of Notice of Commencement - The expiration
date is 1 year from date of recording unless a different dato is spect) X/. Si#
witure
of owner' Printed Name
of Owner STATE OF
1 ('I l , I COUNTY OF The foregoing
instrument was acknowledged this'! day of 20 c by,y•r' who is
personally known to me or has produced _ _ — (type of i tification) as idcntifi tion and acknowfZd-9&
r ateehe signed the instrtunent voluntarily for the purpose expressed in it, / \ I ; ,", :1 Sigtm.tum
of Notary Public, State of Florida r P(
u Me A Hekkel 1 ^^y
cOf"""
ss1O" D°2 6Print, 7`ypc, or Stamp C.ommissioncd Name or Notary Public or M10
Expires November 11. 2007
Debbi Murph 386-574-5632 p.2
G oI s 4+sEit
T R A C T
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LEGAL DESCRIPTION:
LOT/00 , COUNTRY CLUB PARK (PHASE II), A SUBDIVISION ACCORDING TO
MAR IN PLAT BOOK 54, P.APRES 22 THROUGH. 24, . INCLUSIVE ,...PIJ I.IC_ .._.. .
RECORDS OF.SEMINOLE COUNTY, FLORIDA.
1'
FINAL SURVEY CERTIFIED TO. FIDELITY FUNDING MORTGAGE CORPORATION., KAMPF TITLE 8 GUARANTY CORPORATION.,
CHICAGO TITLE INSURANCE COMPANY., MASTERPIECE HOMES, INC., DANIEL C. AND JAMIE C.- PARKE.,
DATED: FEBRUARY 6, 2000. -
FOUNDATION'LOCATION CERTIFIED TOr MASTERPIECE HOMES, INC.1. KAMPF TITLE & GUARANTY CORPORATION;
CHICA00-TITLE •INSURANCE COMPANY FIRST UNION NATIONAL BANK - OF FLORIDA. DATED i Etl aie
e•
QmdHoNq IArlit cot Mgb) of Ne ! o/ Anw stvvg0
k
3b Bo:blsss pCFrPNNeanwd Qantrof AsM-T Tanoonti=vr -pin L9 lald (Regbtdr04 PRaPbht d Rwwse dnr TBY-Twn/orvy 9rndimorlc
f-cofflor LIPS FD-FOWW PRIfoPSNrraosef Refirerme ibasmwd M/•NINi
FIN. FL -RIM Floor Qno9on •. iIDN IfNtunea! PSf Ploid o/ Street Nbrssedon _ .
CHO-Mord Ob 111MIR aunt ND L0.fio friendlyEppIfobrNOLOL- el ffroord Book R-RaAus of Gtew or Redd fibre
This Plat of Survey . b Corllflsd to and Prepared
1Mrs rt
f
br oddMfend tesblon tth and ror other
fa the cob and exdw;w .MnefR of tM entitles lids Survey / Sk*b has than prepared wMhoul molten d record not ehoen on tlIb Survy /
d or Individuate shown hereon, vdW on the most bwWR of obstroet or M search unim ct um
flat may b• toed In the Pt
7
Recordsic
an
current date site rn. own heoand chap not be idled othwtvdse tatted hereon CommMnaitL or
owned wAlhiri tM TRb upon
by any other erttftar or tndlA&W wltantse— NOT
1O WNW TME SA WWRE BLACKWELL A ASSOCIATES_ MVD- ]
HE ORIGINAL RAISED SEAL -'OF' A -
FLORQ4 LMSED SURKM LAND SURVEYORS, INC MID
U411M. PIIDax =3 x CROW CITY, FL. M
V. vmuSIA AV& DELAND, FL I % C904N734-8030 VACANT
LOT SURVEY CERTIFIED. -TO:- BIACKWE
L b ASSECLII= LAND
SUItVE'Il= Or- 0 -
r
MASTERPIECE HOME5,'INC. FAMISTERED
t urtesy FLORIDA
CFRTD'ICATE no. WEN SYMBOLS
1 tea •"-"
RCt1AR- FOUNO'WITN•CAP.r Q
m 3/r REBM t, CAP SET R L3 32132 O =
4'x4' CONCRETE mamuwNT G CAP SET t
a C0NCRETE,,4QNUMENT ,FOUND W/ CAP r e
ftl B& DISC/NAIL FOUND o
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a IRON ' PIPE FOUND WITH . CAP a
RAIIAOAD SPM FOUND BOLT
FOUNZI e •
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6Vk4 MAAS 10
FLILINE INC.
A ON enpa168101"
1026 South Semoran Boulevard
Sulte 1083
Enter Park FL 32782
4011870600
Fax 14071818-8188
Authorization .fetter
Authorization for. (Design Pros, Inc.
895 (Diplomat Dr. Ste. 102E
Wary, AFL 32713
BuiOng Officia6
9fiie above referenced contractor is he_re6y authorized to use ourAlumin m Desi n'
911anual as a master -fire to obtain alipermits in yourjurisdutionfor th time period of
October In, 2005 thru Septem6er 30, 2006. If this authorization is to J g revofgdprior
to the e ng date induated we ivifinot you in writing via mad . f csimir - Any
indication of the alteration of this document will void the authorYzatio t. Gordon 9f.'
Shepardson's, the engineer of record signature. and raised seal is require f on this Letter
to vardf to the authorization. Than( you for your cooperation.
Signed
MUNE NC.-
A"ng8lee "Ono
1e258oA8MWMN18V d
slue lose
vmU r Perk FL 3?782
an 9I9-308
FU (Un OM-8108
A MINIMUM OF TWO SIGNED AND SEALED SETS OF ENGINEER
PER PERMIT APPLICATION)
This index sheet authorizes the use of the attached sheets under my signature and
appropriate type of structure are the sheets that can apply. Typical and Detail she
suggested for the type of structure, but do not n;cd to apply in total. The approp
tables shall be marked as they apply. The listed pages are the only pages that neec
structure. This index sheet can only be used for the project referenced below. W
ORIGINAL SIGNED AND SEALED INDEX SHEETS AND ENGINES
submitted with application for issuance of a pennit. Any signs of alteration shall,
i lnauthorized tvnical and detail sheets or sown tables cannot be used in con'unctic
MUST BE SUBbUTTED
eal. The specified sheets for the
is and tables indicated are
iate typical and detail sbeets and
to be attached per type of
require a minimum of TWO
LING SHEET SETS to be
oid this authorization.
2 with our en&eerinq designs.
f 4Ws : m_ a. ti
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Ir- Drum
allowS3?won *i'l-
tn iiue b•: L
3.2.1
1.21 1.21 1.21 1.21 2 1 3.22
1.22 1.22 1.22 1.22 2 3 1 3.23
1.2.3 1.2.3 1.23 1.23 1. 10 1.210
1.24 1.2.4 1.24 1.24 1. 1.11. 1.211
1.2.5 1.25 1.25 1.Z5
1.26 1.2.6 1.2.6. 1.2.6
127 127 1:27 1.27
1.210 1.29 1.28. 1.210
1.211 1 1.210 1.210 12-11
1.211 1.211
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11 h/1.3.2110B 11 h 1.3.2110E 21108 11 b 1.3.2110B
1 h/1.3.2120B 1 h 1.3.2120E 2120B 1 b 1.3.2120E
130m h 1.3.2130B 130 h 1.3.2130B 2130B 13 h/1.3.2130B
1 h/1.3.2140B 1 b/1.3.2140B 1 h/1.3.2140B 1 h 1.3:2140B
15 h/1.3.2150B 1 h/1.3.2150B 1 h/1.3.2150B 15 h 1.3.2150B
oiiueeGubler' . otuie 0mblett:_. a debts' table, . oetirei0 tiBlei::. -_; oauie:C 4lila, .:, bsm C mbles
100m h/1.3.21000 1 h/1.3.21000 100m h 1.3.21000 1 h 13.21000 Z3.1 3.3.1
11 h/1.3.2110C 11 h 1.3.2.110C 11 b/1.3.2110C 11 h 1.3.2.110C .
1 h/1.3.2.120C 120m h 1.3.2I20C h/1.3.2120C 1 h 1.3.2120C
1 h 1.3.2130C 1 h 1.3.2130C 130mph4l.32130C 13 h 1.3.2130C
140m h/1.3.2.140C I I 1 h 1.3.2.140C I I 1 h 1.3.2140C I I 1 h 1.3.2140C
150m h/1.3.215M I I 15 h/1.3.2150C 1. 1 15 b/1.3.2150C I 1-150mph/1.3.2.150C T-
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mot: _
SECTION 1.1.1 SCREE1 1 II RISER
WALL VniERE P -ad bon" p
REQUIRED
2T r-lli I
HEIGHT
1%
PER lklummm- ROOF
YPIND BW INC PURUNS K-
BRACING (OPTIONnL SEE. SECTION 1.2 3 SEE
SECTION 1.22 VI RACING. SCREEN SCREEN
UPRIGHT UPR
HpGHT R CABLE CONNECTION CFIAIR
RIJI PER TABLE 20' PLACEMENT do NUMBER 1' ><
2' BASE PLA MAX.
SEE SECTION 1-2.1 ISOMETRIC
1' x 2' BASE RATE GRADE
K —
BRACING ( OFnONAL ) SEE
5 CHAIRI AA ILTYPICAL
DOME ROOF " APPLIES STANDARDS)
7)
NO OPEN AREA BETWEENUMINUM SHALL EXCEED 56 S.F. 1)
IDESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2004 AS AMENDED & THE FLORIDA BUILDING CODE RESIDENTIAL AS DOORS SHALL BE SELF LATCHING AMENDED
8 ASCE 7-98 FOR WINQ LOAD ON THE ATTACHED TABLES. g) SCREEN ENCLOSURE AND
CLOSING AND MAY SE LOCATED INTO ANY SCREEN HEIGHT
PANEL OPENING. 2)
ALL SCREEN ENCLOSURES GREATER THAN 2<Y-0' NIAX ORGREATERTHAN4W-WyROJECTION FROM THE HOST STRUCTURE 9) DISTANCE BETWEEN PUR REGARDLESSOFDIRECTIONOFBEAMSPAN) OR WITH A BEAM 13PAN GREATERTHAN4orw, WILL REQUIRE SITE sPECIFK: SIGNED AND CENTER
TO CENTHi. SEALED
ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT 1 o) ALL PURUNS AND CHAIR DRAWINGS.
OF 3 SCREWS INTO SCRE 3)
STRUCTURAL DETAIL DRAWING SHALL RELATETO 6083-TS, GOB1 T3, FOR PURUN AND CHAIR OR
W01 TB ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL 11) ENCLOSURE MUST BE G THICKNESS
OF NOT LESS THAN 0.040. WITH N.E.C. 4)
ALUMINUM SURFACES IN CONTACT WITH UME-MORTAR, CONCRETE OR
OTHER MASONRY MATERIALS, SHALLBE PROTECTED WITH 12) NO UNAPPROVED APPEI TO ANY
ALUMINUM MEN ALKAUJ-RESISTANTCOATINGSSUCHASHFAVY-GODIED BITUMINOUS OF THE ENGINEER. PAINT OR
WATER - WHITE METHACRYLATE LACQUER' 5) ALUMINUM
IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN W61 U OR 8081= STRUCTURE FORUPRIGWHICHMAYBECOMEREPEATEDLYWETSHALLBEPAINIFJ) WITH TWO ALUMINUM METAL
AND MASONRY PAINT, OR HEAVY41MED AND K-BRACES, 8083 TI COATS OF
BITUMINOUS PAINT,
OR THE WOOD OR ABSORBING MATERIAL SHALL PURUNS, CHAIR RAILS, BE PAINTED
WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE 14) THIS IS AN OPEN ALUMI JOINTS SEALED
WITH HIGH OUALIIY CAULKING COMPOUND. MAX MESH OF 2D120) R BALL FASTENERS
WILL BE 24' C- C MAX. UNLESS OTHERWISE NOTED. FACTOR (Iw)
OF 0.77, DI OF 2004
FLORIDA GUILE SCREWS SHALL
BE COATED WEATHER SEALED. FLILINE INC.
THIS PAGE
CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE '
CONTRACTOR IS SUITE I D93 AUTHORIZED TO
USE THE WINTER PARK FL 32792 MASTER FILE
MANUAL OR IF TEL. (401) 679-7500 THE PAGE
HAS AN ORIGINAL FAX (407) 679-91 B8 SIGNATURE AND
SEAL E—MAIL SHALL NOT
EXCEED 841NCHES 9LS WILL
BE ATTACHED WITH MIN. BOSS EACH
SIDE. SEE SECTION 123 LSCHEDU.E-
AND BONDED
IN ACCORDANCE 3 OR
ACCESSORIES MAY BE ATTACHED WITHOUT PRIOR
WRITTEN APPROVAL ALUMINUM ALLOY
IS USED IN A fS, BEAMS,
KNEE BRACES, WIND BRACES, LUMINUM ALLOY
MAY BE USED FOR IP PLATES,
AND BOTTOM PLATES. FRAMED STRUCTURE
WITH SCREEN AND WALLS.
IT HAS AN IMPORTANCE q LOADS
ARE BASED ON TABLE 2002.4 CODE FOR
A MEAN HEIGHT UP TO 30 FT., APPLIES Ge''
l •.
C)
R w
i
i
SECTION 1.2.1 DETAILS SCREEN ENCLOSURES
FRONT WALL 1 /8" STAIN EM-MEL-QAA1 F
2 CABLE FOR EVERT 200 SQ. FT. CABLE CORNER
PLATE 1/8' ALUM,
NOTE. ALL WALLS OVER 15' HIGH MUST HAVE 1/2 OR W/ B / 10 TEKS
MORE OF THE CABLES AT THE TOP OF THE WALL.
ABOVE THE TOP CMR RAIL
SIDE W&L 1 /8" STAINI ESS STEEL CABLE CONC.
UP TO 200 SQ. FT. OF WALLNO CABLE NEEDED OVER
200 SQ. FT.: 1 CABLE PER EVERY 200 SQ. 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 CMR PAIL. TOP CMR RAIL WHEN PANEL
EXCEED 55 S.F HOMEOWNER
MAINTENANCE RESPONSIBILITY: GABLEMUSTREMAINTIGHTATALLTIMES. CABLE SHOULD DBE
NIs'RAFEMODMLY TOREMDVE SLACK' To- CT AVOID
A,
QUALIFIED
SERVICE COMPP'W' AAE CONTACT10
2005 IL6 BRACING
CAN BE USED PLACE OF
K-BRACING V 2
DRNE PINS OR 1114' x1/4 TAPCON r TOP
FASTENER
1 1/2' BELOW I TOP
OF
CONCRETE. NO I NO
FASTENING TO PAVERS CABLE SET
15T CABLE
SET CABLE SET
APPLIES JL
miCABLE
ATTACHED TO
z'x2"
x1/8" ANGLE WITH CABLE
THIMBLE PRES SLEEVES
3" 4'
NOMINAL $
500 ' 'X1/g' ANGLE PSI CONCRETE
1- Y 2.500
PSI CONCRETE 3 4'Xi/4' TAPCON TAPCON TO
INSTALL MINIMUM OF
1 1/2' FROM DECK
EDGE FUUNE INC.
THIS. PAGE
CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE
CONTRACTOR IS SUITE 1093 AUTHORIZED TO
USE THE WINTER PARK FL 32792 MASTER FILE
MANUAL OR IF TEL (407) 679-7500 THE PAGE
HAS AN ORIGINAL FAX (407) 679-91 B8 SIGNATURE AND
SEAL E—MAJL
REVI OHS
D2/ 5/05
SECTION 1.2.2 DETAILS SCREEN ENCLOSURES oc 1 0 2005
3'x4'xO.050' PLATE
W/6 TOTAL #14 TEKS 1!x3'IcO.1WXY LG.
ON DM7 ORBRACINGCAN BE USED
ANGLE W/3 14 TEKS
ON INTERIOR
IN PLACE OF CABLE BRACING
ROOF PLIRUN
COLUMN / POST
1'x2'
r-CWUR
2'x2I ,YP
2'x2' K-BRACE
m)
31 2' x 7' x 0.050 PLATE
W/ 9 TOTAL # 14 TEKS
K —BRACING CAN BE USED
IN P CE OF CABLE BRACING
ATE
v3T'/5 L J1 14 TEKS
OPLAN IEW
1'xrx, D.125'x7' LG.
ANGLE W/ A TOTAL
14 TMS ltdO
BRACE & POST
Lew BASE PLATE I
3'x4'x0.050' PLATE 3 1[2'x7'xO.05D* PLATI
3-x
TOTAL 14
PLATE 1 /9 TOTAL # 14 TEKS -
ON EXTERIOR 3 V2x7) o 4 'T7
PLATE
NEXT RI OR ELEV T
IiT
K—BRACING DETAIL
TOP FOOT OF 27L2'x 1 8' ANGLEU CHANNEL
NOTE•
rE NT FOOT NOT
1
1'xY CHANN0. R. FOR2'xY M pw"SCREENESUPRIGHTIGHTNOTE:
NOTE;
M ANGLE ONLY ON NTs
LOAD BEARING WALL 2'
X 2' X 1/5' ANGLE IS ONLY REOURED
014 LOAD BEARING WALLS 27x UPRIGHT TAPE
NMUST 00 INTO CONC. CHAIR RAIL A
L"muM OF 1-1/4'. IF USE 'TOP FOOT OF. PAVERSONDECK. FFASTENER WILL
EXTEND INTO DECK 1-1/4 . 2 x2 x 1/8 ANGLE W/
2-#10 TEK SCREWS 48' IN FRONT
FOOT OF I UPRIGHT 2'
x2' x 1 8' ANGLE FRONT FOOT OF SEE
FOR
FASTENERS -- INTO DECK Yx2'
xt/B ANGLEN
CONCRETE
DECK r
I FRONT
ELEVATION COLUMN /
POST TLAN
VIEW APPLIES
FRONT
I = TABLE N
LOADBEARING
UPRIGHT SRES NOTE:
CHAIR
RAIL Ale MAX. FROM
DECK MIN.
3-2' SMS FOR FASTENING AT CHAIR
RAIL. TO UPRIGHT SCREW 8( Y
x 2' x 1 /8' ANGLE W/2 # 10 TEK.
SCREWS INTO WALL . BOLT
1-
1/4' APON
INTO CONCH. DECKI
x2' SCREEN CHANNEL FULINE
INC. Q THIS;
PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF
THE CONTRACTOR IS SUITE 1093 AUTHORIZED
TO USE THE WINTER PARK FL 32792 MASTER
FILE MANUAL OR IF TEL (407) 679-7500 THE
PAGE HAS AN ORIGINAL FAX (407) 679-9188 SIGNATURE
AND SEAL. E-MAJL toll-
i-A, PPLIES 4,
M c CC.
SECTION 1.2.3 1 DETAILS
BEAM OVERLAP
OR GUSSET PLATE
FOR CONNECTOR
SCHEDULE SEE SECTION I -L4
040' STRAP AT EACH
UPRIGHTS, WW/1 1 10 TEK
AT EACH END --I
HOST
STRUCTURE
SCREEN ENCLOSURES 10C 1 0 Z005
4' MAX.
2" CHANNEL
W/ . 16 # 10 TEKS nnnr csu 7Y4 5.6.7
f/ • • 3—# 10
I vu
I I
H CHANNEL4
I W/ 10 TEKS
4' MAX.
I
4' MAX.
2'xr ANGLE — —
2' SM5 O 2'= O.C. W/6 #10 TEKS
EACH SIDE
5' OR 7'. SUPER
GUTTER
STRUCTURAL GUTTER & KNEE BRACE D v AIL
HOUSE
L-` l
ROOF WIND BRACE, PURUN I& CHAIR RAIL SIZING
ROOF ' PURUN WIND WALL CHAIR
BEAM
x7 2x2 2x2
20 2x2
TYP. DIAGONAL 2x8 20 20 2x8 20
BRACE
2 x9 2x3 2x3 2x9 2x3
In 1 a-,t 2x10 2x4
TYP.
BRRAOCRE ERJ
UNTEDRBRACING SHALL ALLY
SUPPORTEDNBY CONNECTIONDWHERE To HOST6MUCIUR
PURUNS ARE NOTE:; WIND
BRACING ATTACHMENT TO BE WITH GUSSET PLATE, H GWNEL OR RECEIVING CHANNELNOTOENAILING15ALLOWEDPIAN
VI APPLIES WIND
BRACING
PUR IN & CHAIR . R IL DETAIL,.,,,,,,, APPLIES FLILINE INC.
T . ' 3s, THIS PAGE
CAN ONLY BE USED 1025 S. SEMORAN BLVD. nCG •. a-, LI. ICA r IF THE
CONTRACTOR 15 1093 AUTHORIZED TO
USE THE WINTERPARK FL 32792 MASTER FILE MANUAL
OR IF TEL. (407) 679-7500 .. THE PAGE HAS
AN ORIGINAL FAX (407) 679-9188 - SIGNATURE AND SEAL.
E-MAIL r10 s. •
SECTION 1.2.4 I DETAILS I SCREEN ENCLOSURES
I Cj 1 0 Z005
BEAMS
2x6 10 14 76 1G ,o ,o
2x7 14 16 16 18 18 20 X
j 2x8 16 16 18 18 20 22 22
2x9 16 18 18 20 22 22 24
2x10 18 1520 22 22 24 24
10 TEK SCREWS EACH SIDE OF BEAM
X- NO CONNECTION ALLOWED
NOTE:
SCREW PATTERN -I*
CLEARANCE ON ALL 4 SIDES
OF THE GUSSET PLATE OR 2x4
BEAM OVERLAP.
SCREWS ARE TO BE EQUALLY 2x5
SPACED FROM TOP TO BOTTOM 2x5ANDSIDE -TO -SIDE. SCREWS
MUST BE WEATHER SEALED. 2x7
2x8
NOTE: 2x9
GUSSET PLATE THICKNESS WILL 2x10
BE EQUAL TO OR LARGER THAN
LARGEST BEAM OR UPRIGHT USED. 14 TEF
X- NO
HOMEOWNER MAINTENANCE RESPONSIBILITY: ICALLY FOR _ IOR
FDEETERIORATIONSNEks DETECTEDBE ECONTACT
DA QUALIFIED SERVICE ALUMINUM
PH(
SICAL. PROBE 2xH
ITwALLITwEB I"'(IN,')' 2x4
0.046 0.100 0.9.35 2x5
0.050 0.116 1.350 2x6
0.050 0.120 1.920 2x7
0.055 0.220 2.375 2x8
0.072 0.2.244.080 2x9
10.05210-3061 5:910 200
10.09210.3891 B.531 SNAP- EXTRUSION FUUNE
INC. THIS '
PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF
THE CONTRACTOR IS SUITE 1 D93 AUTHORIZED
TO USE THE WINTER PARK FL. 32792 MASTER
FILE MANUAL OR IF TEL (4D7.) ' 679-7500 THE
PAGE HAS AN ORIGINAL FAX (407) 679-91 B6 SIGNATURE
AND SEAL E-MAIL BEAMS
SCREWS
EACH SIDE OF BEAM nNNECTION
ALLOWED APPLIES
TWALL
TWEB
SELF
MATING BEAM
APPLIES
yw
Gr [t
SECTION 1.2.5 DETAILS SCREEN ENCLOSURES 0(
1/4'x2' LAG SCREWS
4ANGLE
MAX
1/4"x2' LAG SCREWS 3/4'x3/4'
O 24' O.C. MAX. ALUMINUM FERRULE
3/8'x8' LAG SCREW,TYP.
1 EACH SIDE OF BEAM
SCREEN ROOF
BEAM
2'x2"x0.125' ANGLE W/• 4 10
TEKS. EACH SIDE OF BEAM
ANGLE
SHIM OPTIONAL .1 "x2'
FOR GUTTER WITH
SPLINE GROOVE
1/4'x2' LAG SCREWS 3/4'0/4`
O 24` D.C. MAX. ALUMINUM FERRULE
3/8'xB" LAG SCREW,TYP.
1 EACH SIDE OF BEAM
SCREEN ROOF
BEAM
2'x2'x0.125` ANGLE W/ 4010
TEKS. EACH SIDE OF BEAM
OPTIONAL 1'x2"
FOR GUTTER WITH
ANGLE SPLINE GROOVE
SHIM
BOX BEAM
FLAT OR ANGLED),
PURUN WITH TAPCON OR 10- 3' SCREW
2x 2' ANGLE INTO WALL ONEACH SIDE OF BEAM
TNRU
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'x0.125" ANGLE O EACH
SIDE OF BEAM W
2-2"x 1 /4' THRU- BOLTS.
BOX I
FLAT
EXISTING
OR PLUI
OR2xI
1 0 2005
3
U%3MIN MM FERRULE
1/EACH SIDE OFR BEAM
SCREEN ROOF
BEAM
2'x2'x0.125• ANGLE W/
4f 10 TEKS. EACH SIDE
OF BEAM
OPTIONAL 1'x2•
FOR GUTTER WITH
SPLINE GROOVE .
ANGLED)
1-1/4'x2' \-- 2`X2•x0.125" O EACI
EACHH SIDE .
0
BEAM 2-2'x1/4' IMU-BOLTS24' O.C. ALO G 1'x2'
SCREEN CHAN EL SIDE OF BEAM W/
FUUNE INC.
THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD.
IF THE CONTRACTOR IS SUITE 1093 .
AUTHORIZED TO USE THE WINTER PARK FL. 37792
MASTER FILE MANUAL OR IF TEL (407) 679-7500
THE PAGE HAS AN ORIGINAL FAX (407) 679-91 B8
SIGNATURE AND SEAL E-MAIL
1.1'"
11
A,PPLIES
OCT- .., s •,
J
SECTION 1.2.6 DETAILS SCREEN ENCLOSURES 0 9 T 1 0 2005
CONNECTION OF PUR IN & ANGLE
TO BEAM & HOST ST UCTURE
PURUN CONNECTION TO HOST
PURLIN AN
BEAM CONNECTION
LE TO BEAM
D TO HOST
STRUCTURE TO BE MAXIMUM TO BEAM ' RUCTURE
OF 16" FROM BEAM AND EACH 2X4 3 2
16" THEREAFTER 2X5 3 3
2X6 3 4
ZX7 3 5
2X8 3 6
2X9 . 4
2xjo-I 4 8
SEE PURUN SCHEDULE
SECTION 1.2.3 BEAM TO PURLIN
USE 2'-#10 MS INTO WOODFRAME
SEE TABLE) STRUCTURE USE
4"-# 10 SUS
BEAM SIZE VARIES O
t 2' tA1N
SEE BEAM TABLES) 0
O 1 SCREW PER
VERTICAL IHCH
INTO CONCRETE
STRUCTURE, USE
O SEE TABU 3 1 /2" TAPCON
t r MI PURLIN CONNECTIONS
USE 2" X 2" .X 0.125" SUPPORT
ANGLE (EACH SIDE)
B TO PURUN INTO WOODFRAME
USE 2"-10 SMS STRUCTURE USE
SEE TABLE) 2'-111110 SMS
BEAM CONNECTION
INTO CONCRETE
O STRUCTURE USE
1 1/2' TAPCON
ANGLE CONNECTION
CONNECTION OF BEAM DIRECTLY TO HOST STRUCTURE
LIPnLA,
IES
FLILINEINC.' Cull
THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. U' , ' ' { .> ' '+
IF THE CONTRACTOR IS SUITE 1093 7 y"
AUTHORIZED TO USE THE WINTER PARK FL 32792 r ;
MASTER FILE MANUAL OR IF TEL (407) 679-7600
THE PAGE HAS AN • ORIGINAL FAX (407) 679-9188 V
SIGNATURE AND SEAL. E-MAIL O-O lu
SECTION 1.2.7 I DETAILS I SCREEN ENCLOSURES
SPLICE PLATE SHALL BE MIN. 24 INCHES LONG, MINIMUM 12-1 10 TE
1 INCH LESS HEIGHT THAN THE BEAM THE SAME THE CUT EVENLY SPA
THICKNESS AS THE SPLICE BEAM. AND LOCATED NO AT THE CUT AND ALL
GREATER THAN 113 THE BEAM LENGTH FROM THE END PLATE.
AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM
24" MIN. I
TYP
1'TYP:
TY; TYP-
1
12' MIN. 12' MIN.
SPLICE FOR BEAM SHALL BE ON
OPPOSITE ENDS OF THE MATED BEAM.
FOR GUSSET CONNECTION SEE
1'—Z'x .040' STRAP. AT EACH
UPRIGHT do MIDWAY BETWEEN
UPRIGHTS, W/1 1 10 TEK
AT EACH END
HOST '
STRUCTURE
1.2.4
BEAM . SPLICE
KNEE BRACE KNEE BRACE
SEE KNEE BRACE DETAILS SECTION 1:2.3
T 1 0 2005
SCREWS ON EACH SIDE OF
WRH 1 INCH CLEARANCE
DES OF THE INTERNAL SPLICE
i
In
APPLIES
SPAN DETAIL
DOME, FLAT OR NO SPLICE CABLE ;,, ,,APPLIES
FLILINE INC. Oar; R _ •' THIS PAGE CAN ONLY BE USED
IF THE CONTRACTOR IS
1025, 5. SEMORAN BLVD. L:
AUTHORIZED TO USE THE
SUITE 1093 ` '` !`
WINTER PARK FL. 32792
MASTER FILE MANUAL OR IF TEL. (407) 679-7500 •: ;tTHEPAGEHASANORIGINAL
FAX (407) 679--9188 T
SIGNATURE AND SEAL.
E—MAIL PIn c .
SECTION 1.2.10 SC REEN ENCLOSURE 811 I II
1011/IIII II 11 11
I,`
Q111\\111:` 1 11i11
11 11i11
2 8 5FOOTER BAR
VSLOPE BErwEEN CONT.
IN 8' TO 1' IN 3'
pRIBBONFOOTER—WHERE . FOOTER IS NOT CONNECTED TO DECK:
FOQTER WHEN SLOPEVIN3' OR STEEPER
p USE 8'4' CONCRETE RIBBON IDOiER W/ 115 ROM OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR .
CONTINUOUS TO SUPPORT UP TO 2' X 6' UPRIGHT TO THE SUPPORTING STRUCTURE.
p USE 8'x 12' CONCRETE RjbBON FOOTER W/ 2 j 5 REBARS CONTINUOUS
TO SUPPORT UPRIGHTS LARGER THAN 2' x 8'
1) FOOTER SIUILL BEAR ON ROCK. CLEA I SAND, OR STRUCTURALLY
SOUND SOIL (>1500 PSI:) THAT SKAt L BE COMPACTED TO PROVIDE OPTIMUM
BEARING CAPACITY TO PREVENT SEM NO.
2) CONCRETE SHALL WE A 28 DAY ST tENG7M OF 2.500 PSI W/ I FIBER MESH
OR 64-1000 W W MESH.
3) 3 — #3 BARS IS EQUIVALENT TO 1 5 BARS.
TYPICAL SCREEN DEM FOOTER DETAIL APPLIES
IULD 90 INSTALLED AFTER
OF SCREEN ENCLOSURES
AL
ER
ALTERNATE 2
RIBBON FOOTERS FOR.BRICK PAVERS
DECK FOOTER DETAIL
AND SIZING.
PLIES
THIS PAGE CAN ONLY BE USED FUUNE INC. '
1025 S. SEMORAN BLVD. IF THE CONTRACTOR 15 ' •.
tAUTHORIZEDTOUSETHESUITE1093
MASTER FILE MANUAL OR IF WINTER PARK FL 32792 _
THE PAGE HAS AN ORIGINAL TEL (407) 679-7500
SIGNATURE .AND SEAL' FAX (407) 679-9158
E-MAIL i aj i A
r. n-
I
e
SECTION 1.2.11 DETAILS SCREEN ENCLOSURES
3•X3' ALUMINUM COLUMN 3 #14 TEK SCREWS
3 / 14 TEK SCREWS ON FACH SIDE
ON EACH SIDE ' ANV 0/83•
2'
2'
2 TAPCON EACH SIDE
EMBEDDED 1 1/2'
INTO FOOTER
MAXIMUM UPRIGHT SIZE - 2'X6'
CENTERED ON WALL
ALL CELLS AND
BOND BEAM BLOCK
FILLED WITH 2,500 .
t
PSI CONCRETE - r
IN AREA OF KNEEWALL. 1''
CABLE BRACING WILL • l
M05
0 Z005
3'X3" ALUMINUM COLUMN
2'X2•X1/8'
ANGLE O 3'
2'X2'X2' 4m.L.A7D 2 TAPCON EACH SIDE
FOOTERM200EMBEDDED 1 1/2PSI COETEINTOFOOTERSEE
TYF CONNEC
3
BAR IN
BOND APPLIES
DECK
PLATE& POST SECTION
1.2.2 NUOUS
SET I
BLOCK 3
BAR AT 4' O.C. AND
AT CHANGE IN
DIRE ON IN
B'X6 X16" CMU CONCR
ATTACH
TO 17001 R 2 #5 BAF S a'----,
CONTINUO JS APPLIES FULINE
INC. t!' 1 THISPAGECANONLYBEUSEDIF
THE CONTRACTOR IS 1025 $. SEMORAN BLVD. `.•li ` • '' ..
C •'''
1F I :(';., u'': R. AUTHORIZED
TO USE THE SPITE 1093 .•' .' .. c!
t. WINTERPARKFL. '32792 1 4• - a MASTERFILEMANUALORIFTEL (407) 679-75DO THEPAGEHASANORIGINAL6 SIGNATURE
AND SEAL. FAX (407) 679-9188 •, ,4 = T
E-
MAIL oR {= Cii••.• ,
r.
I -
I
t
BEAM SPAN AND UPRIGHT HEIGHT TAB ES
nrrT 1 n ?nm
SECTION
1.3.2.120 B
SPAN
TABLES
SCREEN ENCLOSURES 6063-T6 ALLOY16061T6ALLOY
6061-T6 ALLOY
120MPH EXPOSURE B
ALUMINUM ALLOY: 6063 T6 60676 4 6.061-T6.WIND ZONE: 120MPH EXPOSURE B
ALL ROOF STYLES
MAX SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES
UP TO 150 MPH WIND LOAD
ALL WIND SPEEDS PRESSURE 10 PSF
MAX. SPANS FOR WALL UPRIGHT
ENCLOSURES
5 FOR SCREEN ROOFIPOOL
ROOF SPANS P O T HEIGHT8
Interpolation between spans Is permitted.
ROOF'S um er o ell
Interpolation between spent Is pormHbd.
UPRIG number of feet)
SPANS HEIGHTS
2 X 4.0 KNEES 18'0 14411 14'0 13'3 12'9 12'0 2 X 4.0 KNEES .. 14'4 13'4 12'6 11'11 10'10 10'2
2 X 4.1 KNEE 20'0 11'10 11'9 17'3 1119 11'3 2 X 4 -1 KNEE 1/'4 17'4 16'8 15'11 14'10 10'2
2 X 4.2 KNEES 24'0. 22'10 22'0 21'3 20'9 20'3
2 X 6 - 0 KNEES 19'6 11'2 1T'2 1111 167 16'9 2 X 6 - 0 KNEES . 1T'8 16'4 15'6 14'0 13'4 1M
2 X 6 -1 KNEE 23'1 227 217 20'3 197 19V 1 21'1 9 11'0 . 17'4 167
2 X 5 - 2 KNEES 27'8 21'2 25'2 243 237 23'0
2 X 6 - 0 KNEES 23.2 21-6 20-4 19'4 117 17'0 2 X 9.0 KNEES I 6 6 16'5 14'6
27'2 4' 23I 22'2 21'0 2 X 1.1 KNEE I 24-11 23'5 21'6 20'11 19'6 11'6
2 X II - 2 KNEES 31'2 29'1 28'4 2T'4 257 26'0
I
2 X 7.0 KNEES 2/'2 24'4 22'9 211 20'0 19'1 2 X T - 0 KNEES 237 21'1 20'0 11'6 17'6 18'7
2 X 7 -1 KNEE 30'2 21'4 2re 26.'e 24'0 23'1 2 X T • 1 KNEE Z7'T We 24'0 22'6 21'6 20'7
2 X 7 -2 KNEES 34'2. 32'4 30'9 29'9 21'0 27'1
KNEES 32'1 30'4 21'7 27-2 25'10 24-3 2 X 1. 0 KNEES 297 2T% 26'4 23'10 22'4 21'3
36'8 4 32 317 29-10 21'3 2 X 9.1. KNEE. I 337 31-6 29.4 27'10 28'4 26'3
KNEESrX9 40'6 38'4 . 38'7 36'2 33'10 32'3
I
KNEES 30 334 31'6 29'11 28'1 Zrl1 2 X 9.0 KNEES I 31'0 30'2 297 26'e 24'0 22'10
KNEE 39'9 37% 36'6 3341 32'1 30'6 2 X 9.1 KNEE I 36'0 1 342 337 1 29'8 28V 26'10
2 X 9 - 2 KNEES 43'9 41'4 39'6 37'11 36'1 34'6
2 X 10.0 KNEES 44'4 411. 39'1 3T3 36'8 34'4 2 X 10 - 0 KNEES. 1 1 371 1 3611 34.0 32'3 301 297
2 X 10 .1 KNEE 48'4 46'4 43'1 41-3. 39'1 36'4 2 10 -1 KNEE 41'6 40'1 38'0 38'3 34'8 33'7
2 X 10.2 KNEES 1 62'4 1 494 1 4T1 46'3 43'8 421
InterpolelJon between opens Is permitted. I Intorpolallon between spans Is permitted.
NOTE 1: Roof spans using knee braces are figured for knee braces
of 411 on the horizontal. The difference In the knee brace length of
less then or greater than 41t on the horizontal will be deducted from
or added to the the open,
NOTE 3: Spans and heights using knee braces are used only for
dome flat and nos lice gable oof styles.
NOTE 4: When using spans or I
specific sealed engineering and
enclosure Is 40ft or greater In dstance
regardless of which direction tteams
height is 2011 or greater.
olghts In bold bordered eress - site
layout drawings are required when
from host structure
span) end/or upright
NOTE 2: Wall opens using knee braces are figured for knee braces
of Oft on the vertical. The difference in the knee brace length of
lose then or greater than 4R on the vertical will be deducted from
or added to the open.
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.
PLILINE INC.
1025 9. SEMORAN BLVD.
SUITE 1093
WINTER PARK FL 32792
TEL.1407) 679.7500
FAX (40T) 679.9189 i
OCT
I(
Nagar ¢n,
v. 19333 -