HomeMy WebLinkAbout311 Appaloosa Ct (2)i
Permit # : (/ I gu I
Job Address: .311 A 1O,'Oa loo rq
TT-O
CITY OF SANFORD PERMIT APPLICATION
Date:
Description of Work: 17R ,8 So Ud QlNbl HI -f Ud iyt!3 Vrtvt y Historic District:
Zoning: Value of Work: $ e)9f r ktc.a%'e Permit Type:
Building PC 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 x Commercial Industrial Total Square Footage: Construction Type: #
of Stories: _ # of Dwelling Units: _ Flood Zone: (FEMA form required for other efitm X) Parcel #: Owners
Name &
Address: _ 311 14v,
neloox Attach Proof
of Ownership & Legal Description) Sq 0.
4 3 i 7 Phone: le i —!r ? i 3 SCect,... Mckj+
Pr 3 le 3'ay,x to,, k Contractor Name &Address: State License
Number: S CC p P ,e Cl Phone & Fax?(
to%' Ag I—L if. L 5' Contact Person; (2ry -/r Phone: Bonding Company:
Address: — Mortgage
Lender:
Address: A'
Architect/
Engmeer:
ji V Q Address: Phone:
Fax:
Application
is
hereby made to obtain a permit to do the work and installations as indicated. I 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 YOUk 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 that may be found in the public records of this county,
and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ys r'
N. c>ptance
of permi is verific n t [will notify the owner oft)a property of the requirements o o ida Lien Law, FS 71 Oc GA
1 *
io 3 Sig
ature of Owner/Agent Date Sign re o Contractor/Agent Date 0 3
e Print Owner/Agent's Name Print Contractor/Agent's Naame (,C Z
Cl
Sfgnature of
Notary -State of Florida Date Miignature of Notary -State of Florida Date z CD
0
vCLm
N
Owner/Agent is _ Personally Known to Me or Contractor/Agent is T ersonally Known to Me or z $ educed
ID_Produced ID n m
N _ APPLICATION
APPROVED
BY: Bldg. T& Zoning: Utilities: FD: Initial & Date) (
initial & Date) (Initial & Date) (Initial & Date) Special Conditions:
1 5\
00
PLAT OF SURVEY
qw
DESCRIPTION: (AS FURNISHED)
LOT 119, BAKERS CROSSING PHASE 2,
AS RECORDED IN PLAT BOOK 62, PAGES 97'-99 OF THE PUBLIC RECORDS OF' ORANGE COUNTY, FLORIDA.
CERTIFIED TO AND FOR I'HI: NOTE:
EXCLUSIVE USE OF: THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
DRII'I'I'CLE COMPANY OF FLORIDA, INC. THE REQUIREMENTS SET FORTH IN THE
FIDELITY NATIONAL'I'ITLEINSURANCE CO. OFPENNSYLVANIA CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). JOHN
D. LEATHERMAN AND MARINILDA MORALES ABN
AMRO MORTGAGE GROUP, INC, 1" =
30' GRA
A SC_, ALE APPALOOSA
COURT 0 15 30 50'
MG1HII-OF-WAY P(
1 N89'3518W 362.88' _CPC 221.
80 I 141.08' WI
1Rio
CENTERLINE OF RIGHT-
OF-WAY S8935'
18"E 60.00' WALK
ISZI - - 1.
5, OFF , •W ` WALK
IS 1.
5' OFF o ;:
10' UTILITY EASEMENT 16.
0':::•.: T x CONCRtTCsl
DRIVEWAY],..,,
3, C/ry LOT
120 w 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 11-7-03, UNLESS OTHERWISE SHOWN,
COVERED
ENTRY
ONE
STORY LOT 118 CONCRETEBLOCK04o
RESIDENCE O O Lo
FINISH FLOOR aw ELEVATION-
28.24 O
CI
O lr-
O •-
O
0
40.
0' 10.
0' JJNCOVERED -
a
LOT
119 N89'
35'18"W 60.00' ,,,. TRACT "
G" BAKERS
CROSSING PHASE 1 PLAT
BOOK 60, PAGES 27-29 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. I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO
120289 0045 E DATED 4/17/95 AND FOUND THE
SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA
WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS
SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL
CONTROL AS FURNISHED. BEARINGS
SHOWN HEREON ARE BASED ON THE
EASTERLY LINE OF LOT 119 AS BEING
SOO'24'42" W PER PLAT. FIELD
DATE:) 7-15-03 REVISED: SCALE:
I" = 30 FEET APPROVED
BY: Si REV-CERTS: II/19/03 ASM41809
FINAL 11-7-03 CKB JOB
N0. FOUNDATION
a-12-03 CKB DRAWN
BY: LOT PLAN 5-15-03 SDO LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE 1
1. 4 EXISTING CLEVATION CONCRETE
LB
LAND SURVEYING BUSINESS LS
LAND SURVEYOR PRM
PERMANENT REFERENCE MONUMENT PCP
PERMANENT CONTROL POINT P)
PER PLAT M)
MEASURED FND
FOUND C/
W CONCRETE WALK S/
W SIDEWALK CrP
CONCRETE PAD CS
CONCRETE SLAB C
CHORD LENGTH PK
PARKER KALON R
RADIUS POC
POINT OF CURVE AMERICAN
SURVEYING & MAPPING CERTIFlCATION
OF AUTHORIZATION NUMBER L8I18393 320
EAST SOUTH STREET, SUITE 180 ORLANDO,
FLORIDA 32801- (
407) 426-7979 PLANS
REVIEWED CITY
OF, SANFORD Q
FIND NAIL AND DISC LB #
6393 (11/7/03) 0
D/63931(101/7/03N RODCAPANDLB
CNA
CORNER NOT ACCESSIBLE A
DENOTES DELTA ANGLE L
DENOTES ARC LENGTH C.
O. 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 D
LINE 10DENITIFICATIONLITYPOL
POINT ON LINE PCC
POINT OF COMPOUND CURVE SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES CONTAINED
I4EREON 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 WILLIAM
R. MUSVA FOR
THE
FIRM
JR.
PSMH492 DATE
Permit Number
Parcel Identification Number
Z,k SCREEN MASTER CORP.
Prepared by: 3144 John Young Parkway
SC,,+r*— rlando, Florida 32804
407) 291-4774
SCREEN MASTER CORP.
Return. to: 3144 John Young Parkway
Orlando, Florida 32804
407) 291-4774
NOTICE OF COMMENCEMENT
State of '-
County of
MARYANNE MORS,E, CLERK OF CIRCUIT CWRT
SE MINOLE COLWTY
HK 05163 FIG 0358
CLERK! S # Ltic 04004807
RWADED 01 / i t/ 004 10:28: 316 AN
REDIRDINIS FEF_S 6. @0
RECORDED 8Y L McKinley
CERTIFIED COPY
P1IAR YA NE MOR SE
OLERK OF CIRCUIT' GOU"
The undersignedundersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordancewithChapter.713, Florida Statutes, the following information is provided in this .Notice of Commencement.
1, Description of property (legal description of the property, and street address if available)
jot 61 ? & 144 eo"j C' e o.rt'; w3 P11.a. c . '
L p4q 6 .1 )06- 4 7 -9 7
2. General description of improvement(s) S'Gr c• r,,• (,
3. Owner information 7:y1v%
Name -3 11 A ppa I oora GIII- I Telephone Number Address
d'gr.F'od FL 3 17 73 Fax Number Interest
in Property: 4.
Fee Simple Title Holder (if other than the owner shown above) N
ame Telephone Number Address
Fax Number SCRE.
Et1 MASTER CORP S.
Contractor 3144 John Young Parkway Name
Orlando, Florida 32804 Telephone Number Address (
407) 291-4774 Fax Number 6.
Surety (if any) N
ame Telephone Number Address
Fax Number , n Amount
of bond 7.
Lender (if any) Name
Telephone Number Address
Fax Number 8.
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served
as provided by §713,13(1)(a)7., Florida Statutes. Name
Telephone Number Address
Fax Number, 9.
In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as
provided in §713.13(1)(b), Florida Statutes. Name
Telephone Number Address
Fax Number 10,
Expiration date of notice of commencement (the expiration date is one year from the date of recording unless
a different date is specified): lJate
S iglled )Igna, re ofl %'-Aner [N-1G: per y71.3 3( i)(g), `owncr must
sign ...and no one else may be permitted to sign
in his or her stead.'' -a 1. K L eg-Fkltr%,. Sworn to
and subscribed before me this t day
of —-- ,
20 0 by who is
personally known to me OR produced G as identification.
Signature of
Notary (notarial seal must app elow) Perm Itevi;
sed; 4/98 RY PV••
i Sandra 0. Fernandez MY COMMISSION #
DD214071 EXPIRES May 20,
2007 BONDED THRU
TROY FAIN INSURANCE, INC
a
iay -------------
PLANS REVIEWED
CITY OF SANFORD
0
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I
PARCEL DETAIL t Q Back r>
4;
toos A CT
c•minuir t xrtetti
v
F%periva praas, ,
c1erVices
I llil P. Firm
Sanford 1,1..A277I
11^-A fi_?iiM
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 18-20-31-506-0000-1190 Tax District: S1-SANFORD Number of Buildings: 1
Owner: LEATHERMAN JOHN D Exemptions: HOMESTEAD
00-
Depreciated Bldg Value: $104,347
Own/Addy: MORALES MARINILDA
Depreciated EXFT Value: $0
Address: 311 APPALOOSA CT
Land Value (Market): $6,310
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Property Address: 311 APPALOOSA CT SANFORD 32771
Just/Market Value: $110,657
Subdivision Name: BAKERS CROSSING PHASE 2
Assessed Value (SOH): $110,657
Dor: 01-SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $85,657
SALES
2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
Tax Value(without SOH): $132
WARRANTY DEED 11/2003 05130 1358 $174,000 Improved
2003 Tax Bill Amount: $132
CORRECTIVE DEED 08/2003 04964 1117 $100 Vacant
Savings Due To SOH: $0
WARRANTY DEED 06/2003 04960 0165 $579,500 Vacant
2003 Taxable Value: $6,310
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 119 BAKERS CROSSING PHASE 2 PB 62
LOT 0 0 1.000 6,310.00 $6,310 PGS 97 - 99
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 2003 8 2,390 1,955 CB/STUCCO FINISH $104,347 $104,871
Appendage / Sgft OPEN PORCH FINISHED / 10
Appendage / Sgft GARAGE FINISHED / 425
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=18203150600001190,... 1 /28/2004
ELITE ROOF SANE L ' 6=AN TABLES
2001 FOE BUILDINGCOREDEEDITIONELITE
ROOF PANEL CLEAR SPAN TABLE, OPEN & SCREENED ENCLOSURES Veloc.
8 Defl. Limit 3" .024 3" .032 4" .024 4" .032 6" .024 6" .032 8" .024 8" .032 Exp.
LL 11b 21b 11b I 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b I 21b 11b 21b 100
B L / 120 10 17' 6" 17' 5" 18' 10" 18- 9" 20' 11" 20' 4" 21' 1" 20' 11" 26' 8" 28' 5" 27' 8" 28' 3" 30' Y 32' 9" 32' 5" 33' 7" 100
C, 110
B L /
120 11 16' 11" 16' 11" 18' 3" 18' 2" 20' 3" 19' 8" 20' 5" 20' 3" 25' 10" 27' 6" 26' 10" 27' 5" 29' 4" 31' 9" 31' 5" 32, 6" 110
C, 120
B L /
120 13 16' 0" 16' 0" 17' 3" 17' 2" 19' 2" 18' 8" 19' 4" 19' 2" 24' 5" 26' 0" 25' 4" 25' 11" 27' 8" 30' 0" 29' 8" 30' " 9 120
C, 130
B L /
120 15 15' 1" 15' 1" 16' 3" 16' 3" 18' 1" 17' 7" 18' 3" 18' 1" 23' 0" 24' 6" 23' 11" 24' 5" 26' 2" 28' 4" 28' 0" 29' 0" 130
C L / 120 18 14' 4" 14' 4" 15' 5" 15' 5" 17' 2" 16' 8" 17' 4" 17' 2" 21' 11" 23' 4" 22' 9" 23' 3" 1 24' 10" 26' 11" 26' 7" 27' 7" 140
B L / 120 17 14' 8" 14' 7" 15' 9" 15' 9" 17' 6" 17' 0" 17' 8" 17' 6" 22' 4" 23' 9" 23' 2" 23' 8" 25' 4" 27' 5" 27' 2" 28' 1" 140C/
150B L/120 NOT HVHZ 20 13' 11" 13' 10" 14' 11" 14' 11" 16' 7" 16' 2" 16' 9" 16' 7" 21' 2" 22' 6" 22' 0" 22' 5" 23' 11" 26' 0" 25' 8" 26' 8" 150
C L ! 120 24 13' 1" 13' 0" 14' 0" 14' 0" 15' 7" 15' 2" 15' 9" 15' 7" 19' 10" 21' 2" 20' 8" 21' 1" 21' 9" 24' 5" 24' 2" 25, 0" 140
C*, L / 80 or 150
C* L/180` 30
12' 0" 12' 0" 12' 0" 12' 0" 12' 8" 12' 4" 12' 9" 12' 8" 16' 2" 17' 2" 16' 9" 17' 1" 18' 4" 19' 10" 19' 7" 20' 4" NOTE:
TABLE CON51DER5 DEFLECTION LIMIT OF L/80 FOR SPANS UP TO 12', AND L/180 BEYOND 12' IN HVI-Z (PER 2001 FBG I612.1) ELITE
ROOF PANEL GLE,4R SPAN TABLE, ENCLOSED STRIIC=TiIRFs Veloc. &
LL
DeflLimit 3" .024
3" .032 4" .024 4" .032 6" .024 6" .032 8" .024 8" .032 Ex 11b
21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b L / 180
13' 11" 13' 11" 15' 0" 14' 11" 16' 8" 16' 2" 16' 10" 16' 8" 21' 3" 22' 7" 22' 1" 22' 6" 24' 1" 126' 1" 25' 9" 26' 9" 100 B14L / 240 12'
8" 12' 7" 13' 7" 13' 7" 15' 1" 14' 8" 15' 3" 15' 1" 19' 3" 20' 6" 20' 0-'---- 20' 5" 21' 10"! 23' 8" 23' 5" 24' 3" 100 C, L /
180 12' 11" 12' 10" 13' 10" 13' 10" 15' 5" 15' 0" 15' 7" 15' 5" 19' 8" 20' 11" 20' 5" 20' 10" 22' 4" 24' 2" 23' 11" 24' 9" 17 11 9" 11'
8" 12' 7`' 12' 7" 14' 0" 13' 7" 14i 2" 14' 0" 17' 10" 19' 0" 18' 7" 18' 11" 20' 3" 21' 11" 21' 8" 22' 6" 110 C, L /
180 12' 0" 11' 11' 12' 11" 12' 10" 14' 4" 13' 11 14 6" 14' 4" 18' 3" 19' 6" 19' 0" 19' 5" 20' 9" 1 22' 5" 22' 3" 23' 0" 21 120 BL /
240 10' 11" 10' 10" 11' 8" 11' 8" 13' 0" 12' 8" 13' 2" 13' 0" 16' 7" 17' 8" 17' 3" 17' 7" 18' 10120' 5" 20' 2" 20- 11" 120 C, L /
180 11' 3" 1 V 2" 12' 1" 12' 1" 13' 5" 13' 1" 13' 7" 13' 5" 17' 1" 18' 3" 17' 9" 18' 2" 19' 5" ? 21' 0" 20' 10" 21' 7" 26 130 BL /
240 10' 2" 10' 2" 10' 11" 10' 11" 12' 2" 11' 10" 12' 4" 12' 2" 15' 7" 16' 7" 16' 2" 16' 6" 17' 8" 19- 1" 18' 11" 19' 7" 30 ; L / 180
10' 7" 10' 7" 11' 4" 1 V 4" 12' 8" 12' 4" 12' 9" 12' 8" 16' 1" 17' 2„ 16' 9" 17' 1" 18' 4" 1 19' 10" 19' 7" 20' 4" 140 B,C*; 30 150 B*,C*
L / 240 9' 7" 9' 7" 10' 4" 10' 4" 11' 6" 11' 2" 11' 7" 11' 6" 14' 8" 15' 7" 15' 3" 15' 6" 16' 7"' 18' 0" 17' 10" 18' 5" 150 B L /
180 10' 3" 10' 2" 11' 0" 11' 0" 12' 2" 11' 10" 12' 4" 12' 3" 15' 7" 16' 7" 16' 2" 16' 6" 17' 8" 119' 2" 18' 11" 19' 7:" Non- 34 HVHZ) L / 240
9' 3" 9' 3" 10' 0" 9' 11" 11' 1" 10' 9" 11' 2" 11' 1" 14' 2" 15' 1" 14, 8" 15' 0" 16' 1" 17' 5" 17' 2" 1;:?'I()" 150 C L /
180 9' 6" 9' 6" 10' 3" 10' 3" 11' 5" 11' 1" 11' 6" 11' 5" 14' 6" 15' 6" 15' 1" 15' 5" 16' 6" 17' 10" 17' 8.": ;€1$` 4 Non- 41 HVHZ88"
8' 8" 9' 4" 9' 4" 10' 4" 10' 1" 10' 5" 10' 4" 13' 2" 14' 1" 13' 9" 14' 0" 15' 0" ' 16' 3" EFS ROOF PANEL /
SPAN DESCRIPTION: HOST 4' MAX
WIDTH INTERLOCKING PANEL STRUCTURE ( I/4 "/FT MIN SLOPE) o °°° EPS CORE
I Ib OR 2 Ib LEAR SPAN (L)
INSIDE TO INSIDE 1.024' OR .032' TOP 4 BOTTOM FACINGS
REFER TO ADDITIONAL
ENGINEERING SHEETS FOR ROOF CONNECTIONS $
SUPPORTING STRUCTURE DETAIL BY
THIS OR ANY OTHER ENGINEER. THIS SHEET
GERTIFIES ALLOWABLE ROOF SPANS ONLY.
SEAL JOINT °o
PANEL CONTINUOUS ° ° o CAULKINGEPTHsKYLDOMEOME
PANEL INTERLOCKING GR055
SECTION
DEPTH RFrFI ADD THIGKNESS
OF WALL
FOR TOTAL PANEL
SPAN: OPTIONAL GUTTER
OR DRIP
CAP
3ro"
MAX IN
o
FRONT 8 25%
OF PANEL WIDTH @
SIDES 12'
MAX AT s
SIDE5) C64ANNEL OWNER
i'{iJ::?(
i:;
N3i J:%(?3?:£ N SKYUGAti;;F,.;.jp?
i PRE: •: oo;:•: •:;;>:' WINDILA OW
Wtt• i'
7:i:£ o Qa ROOF
PANEL SKYLIGHT 1122''
EA. 5105c
24'
X 48' MAX
SKYLIGWT OPEN CONDUIT FAN
SUPPGRT 2'
X 3'
I X 070' ADLIERE
ALL 4 SIDE5 WIRING
4 FAN INTEGRITY
BY OTIWER5 FAN
BEAM ROOF
PANEL
ACGESSORIES INSTRUCTIONS
FOR TABLE USE
a ORdl•J NLY
yWtu $
E VaL!OEDENGINEERlEdL
RMIC
L. IN+dRDO. •l. TEOmaba9
VERIFY APPROPRIATE ALLOWABLE WIND SPEED WITH
GOVERNING GDao R „K5-LY MUNICIPALITY AND
BUILDING CODES IN EFFECT
FOR THE PROJECT LOCATION U51NG 2001 FLORDA BUILDING CODE.
FIND 41-LOW415L OCT 2 2 ELITE ROOF CLEAR SPAN IN TABLES
FOR APPROPRIATE PANEL DEPTH, FACING TI-IICKNE55, AND EPS
CORE WEIGHT SELECTED. FL EDITION NOTES ON DEFLECTION USE:
USE L/
120 FOR ALL NON
HVHZ FLORIDA ROOF MEMBERS Ov~?I#a€'":` U Z. OPEN OR SCREEN -WALLED ROOM (
U.
N.O.), L/180 FOR FLOIEI#IIII<' ROOF MEMBERS THAT SUPPORT NOTHING OR
A NON-PL:4€R Id. Q m m V 0 o CEILING OVER
ANENCLOSED ROOM, AND
L/240 FOR,F' Q :>_ M U ROOF MEMBERS THAT SUPPORT A PLAST
z AN ENCLOSE[) F TA PER 0. .....................
r.- Z w OTNEFRDESIGN CONSIDERATI FRONT OVERHANG O/
H MAY BE
UP TO 3' WITH VALUES ADD TABLE LENGTH . WALL WIDTH - O/
H FOR TOTAL;:. MAX. UNSUPPORTED SIDE OVERHANG 15 25 =
OF PANF, ROOF PITCH TO BE 1/4'
PER FOOT MIN, 3' PER SPECIAL 'SITE SPECIFIC' SEALED ENGINEE ORDER
TO DEVIATE FROM LOADS, DEFLE(
LINEAR INTERPOLATION OF THE TABLE II-$
THIS ENGINEER FOR ALTERNATE SPAN::CAi
TABLE VALUE DERI OPEN 4 SCREENED
ENCLOSUF+ z&.c
NON-HVHZ CALCULATIONS 5A ., LOADS, 1=
0.1, 10 PSF
MIN.;( I:::::::::::?_ HVHZ CALCULATIONS BAS^$IIIi:::A: MIN
ROOF AREA, MWFRS y 2
J. LIMIT BEYOND 12'. 30 ENCLOSED STRUCTURES:
NON-HVHZ CALCULATIONS BASH#?:
WEIGHTED AVERAGE
OF INTERIOR DERIVED USING
FACTOR OF 1.21
P' HVHZ CALCULATIONS BASED ON Ar MIN.
ROOF AREA, THETA LESS THAN
FSF I'11S. LL. FBC TABLE
2 1-98 UPLIFT,
15' MR", PO
DEFL LIMIT TO 12' 3%
4', 6' a 8' IL54
21-5.032' Sflt{: PROPERTIES DERIVED FROM 3:1p. .
032' ROOF PANELS WERE
Cz1 RL NOS' OR 4' PAN9.:
1 D IN
TAINED HEREIN. T REQUIRED.
TABLE 16062A
MWFR5, 50
0
QNE5,
EXP 'C' PRESSURES ALE 1606.
2D, 15' MRH. 64,
Kd=0.55, 200 sq
Ft i461E:OF MWFRS ZONES 2 4
3, 30 i-4NEL5 OBTT.,,INVD FROM TEST
90 tW SY OTHERS. Y
OLATION OF ETA 4 EXTRAPOLATION
FROM TESTING OR
MAXIMUM MOMENT O 3003-
1-4I54 (Pr-=11ksi
ULT, Ilksi YIELD 1::#]J YRIvATIONS FOR LIVE LOAD
VALUES ABOVE l;kL AT I ONS 2tFTION
OF OPEN, PARTIALLY ENCL05ED, 4
AS APPLICABLE. AIL ONLY:;;YALID lbiiV
SIGNED AND
SEALED BY FRANK L. BENNARDO, P.E. THIS 3t LL CC... y:,A RED '
ELITE' STAMP OVER THE PLAN FACE OR IS NOT VALID FOR USE. N O~ATIONS_: ONS H GH
LI HTINGOROTHERMARKNGSTTHISDOUMtNTETsF'E 1T OUR CERTIFICATION, ON . $TTED
AN0- tls SP G#:I '3:> 1 AN
NA F T AN WITH TH E ...,,; :.fik.:SEEN DES GNED D SLLBEABRCAEDNACCORDGEWEUIREM)}V;T,rapi;:CJ::'i£7001
FLORIDA BUILDING CODE. CONTRACTOR 'TI AND f.. .. F j 1? 1 I CjGAL
BUILDING CODE AMENDMENTS WHICH F T A L EC2 TERIA E v?h1G34#C4E?::k#EREIN MAY
REQUIREADDITIONAL SITE SPEG?GE'ALE ENGINEERING. 3:;7kI Ei",I F 36R SHALL
CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF i{it#h IiICCxE iUEi>IOT LIMITED
TO ANY CONCENTRATED LOADS WHICH M 1Y TER ilG"iA#:EvSii iklA. THIS ADDITIONAL ROOF
LOADCRITERIA SHALL B ERL NALYZED E5510N41- ENGINEER. _ ITE ROOF AND WALL MEMBERS
SHALL BE
CONSTRUCTED USIN-44154 jj R ,AAL ,ALUMINUM ii} ii31 'FACINGS, (1) OR (2) PCFA5TMC-57a GARFENTER BR,4, @ I i~#t5 WITH ASHLAND CHEMICAL 2020D 150
GRIP. FABRICATIONS E BY ELITE PANEL F'kootICTS ONLY IN ACCORDANCE WITH APPROVED
FABRICATION METHODS. 5) ENGINEER SEAL AFFIXED HERETO VALIDATES DESIGN
OF SPAN CHART VALUES AS SHOWN ONLY. USE OF THIS SPECIFICATION BY ELITE,
et al. INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING
LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, AND
CONSTRUCTION FRACTICES BEYOND THAT WHICH 15 CALLED FOR BY
LOCAL, STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS DETAIL. 6) EXCEPT AS
EXPRESSLY PROVIDED IN THIS
DETAIL, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. THIS DOCUMENT IS THE PROPERTY
OF FRANK
L. BENNARDO, P.E. AND SHALL NOT BE REPRODUCED OR MODIFIED IN WHOLE OR PART
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CONCRETE SLAB CABANA A -A: WALL SECTION THRU UJINDOW FOOTING OR WOOD DECK
CHANNEL 2' STRUCTURAL EXTRUSIONS SPECIFICATIONS
EXP05ED ALL MEMBERS 0.055'
THICK U.N.O. - ALL VALUES IN INCHES OTE OPTIONAL EXP05ED4m N2.
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1.I.A{{ 0,EE3't DESIGNED AND SHALLBE FABRf it'(ED IN ACCOR0+4hiG£.63l.*4 4!
4 p.WWREMENTS OF THE 2001 FLORIDABUILDING CODE Q (Yl t ALL PREV1t 1$:: 41,'.,'. '&s 3`::i: GAL AMENDMENTS SUPERSCEDING 2001 FBC MAY REQUIRE ADDITIONAL ENGINEERING. W
Co SHALL BE COF$1QE A:31!!I;: ;?eSt,0K;1ND 3) THE EXISTING i4.(PAL;
fll;i2lJCiL31 E ("11J5'G,.EfE CAPABLE OF SUPPORTING TUE 13 LOADED 5TRUCT1{_.1`_IHE PERMIT
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5. l:7?.TERED PROFE55IONALENGINEER. STRUCTURE 5HALL 4) COMPOSITE ROOFANDL1ALL
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WITH ASHLAND CHEMICAL 2020D I V Q BRAND EPS
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150 GRIP. FABRICATION TO BE:
ES%' ELITE PANEL PRODUCTS ONLY IN W (V 3 Q . ACCORDANCE
WITH APPROVE0..
r-A0gr_
ATI0N METHODS. 5) ALLEXTRUSIONS SHALL BE
ALUMINQ, M ALLOY TYPE 6063-T6 UN.O. EXTRUSION UN.O. Z W THICKNESS
PER Tk*:$W ET, WITH d .-0.0066' TOLERANCE 6) ALL PRIMARY Cj¢F7ma
R5:!:AND TEN51ON CONNECTIONS SHALL BE BOLTED OR 6 Q FASTENED WITI-{ pG }'?::1;i3yH75::
fJR SWEET METAL SCREWS AS SHOWN IN J ACCORDANCe: w.T' :4,:PR..
I.PFASTENING METHODS AND CODES. 13 J Q ANY FA5TN 9.1&Th"
IP/P?Eif':0R NOT ADEQUATELY HOLDING SHALL BE REPLACED. A Q Q FA.RTENERHEAD
AND/OR BEPROVIDEDt3'N 1fJ E3tyE,TEFi tLIA3HER
MINIMUM UNLESS NOTED. EMBED. LENGTUS INCLUDE STUCCO OR FINISH MATERIAL. W
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F:faE ALUMINUM A55CCIATIONJNC., a APPLICABLE FEDERAL, N lL LOCAL CODES. hRTOI5 RE5P0SI:
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METALS T RRLYo..... T
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ALL
RELATED
WIRING AND Z C.M51DERATION5 TO BE DESIGNED BY OTHERS AS
REQUIRED. 3 IU IF REQUIRED BY CODE, THE EP5 CORE
SuALL BE SEPARATED FROM THE BUILDING INTERIOR BY A 15 MINUTE THERMAL BARRIER
OF APPROVED N K' GYPSUM WALLBOARD OR EQUAL. ELITE CAN PROVIDE
UL1115 (INTERIOR) OR CLA55 B (
EXTERIOR) PANEL TO SATISFY CODE PROVIDED ALUM. a EPS MEET
SPECS ABOVE. 12) ALL CONCRETE FOUNDATIONS SHALL BE MIN. ('c•
250OPSI AT 28 DAYS Buildin Innovation ON 2000 P5F MIN COMPACTED SOIL. ALLOW 3
DAY CURE BEFORE INSTALLING BOLTS. CONCRETE TO COMPLY WITH LATEST ADOPTED
AC! CODE. 13) REINFORCING STEEL SHALL MEET A5TM d-615
G . I CT' ELITE FABRIC SHALL COMPLY WITH ASTM A-18 I14) WINDOWS AND DOORS 5HALL BE BY
OTNEAXS.I Panel Products WITH REQUIRED WIND PRESSURES
a A
CURRENT SPECS.
STORTM SHUTTERS SHALL BE INSTALLED 5
a., _+! MAY BE REQUIRED BY CODE (BY OTHERS). 4 ('
9,aaC3 REVISIONS 15) ROOF PITCH TO BE 1/4' PER
FOOT MIN, 2' PER F A `F`Ao D TI N DATE HIGHEST WALL DOES NOT EXCEED
SPECIFIED HT. 16)
ALUMINUM MEMBERS IN CONTACT WITH CONCR!ETTE'
a WOOR, PPERS ICODEP INOUS It BY OAPPL ACCORDANCE WI
KHPROTECTED CABLE ,
REM
11) ENGINEERSEALAFFIXEDHERETOVALIDATESSTRUCTURALDESIGNAS
SHOWN ONLY. USE OF THIS SPECIFICATION BY ELITE,
at at. INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS
a DAMAGES INCLUDING LEGAL FEES a APPELLATE FEES RESULTING FROM
NT5 MATERIAL FABRICATION, SYSTEM ERECTION, a CONSTRUCTION PRACTICES RAWN BEYONDTHATWHICH15CAL -LED FOR BY LOCAL,
STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS PLAN. : ,' 18)
EXCEPT AS EXI-RE55LY PROVIDED IN THIS SPECIFICATION,
NO JOB CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TW15 DOCUMENT 15 THE
PROPERTY OF FRANK L. BENNARDO,
P.E. A SHALL SHEET: NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN
CONSENT OF I 2 FRANK L. BENNARDO, PE. (C) FRANK L. BENNARDO, P.E. OF
ELITE 2" UN I VE f;;,15,4L WALL e T eTEt l UJAL L HE ICxH1T T)45LE 1
VELOC LOAD AVERAGE CENTER TO CENTER COLUMN SPACING, FT IN.
EXP PSF) 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0"
100 B 22 11' - 9" ill- 3" 10' - 101, 10'- 5" 10' - 2" 9' - 101, 9' - 7" 9'- 5" 9' - 2" 9' - 0" 8'- 10"
100 C,
23 11'- 7" ill- 1" 10' - 8" 10'- 4" 10. - 0" 9' - 9" 9'- 6" 9' - 3" 9' - 1" 8'- 11" 8'- 9"
110 B
110 C'
27 ill— ill 10'- 7" 10'- 2" 9' - 101, 9' - 7" 9'- 3" 9-- ill 8' - 10" 8'- 8" 8'- 6" 8' - 4"
120 B
120 C,
33 10' - 5" 10' - 0" 9' - 7" 9'- 3" 9' - 0" 8' - 9" 8' - 7" 8' - 4" 8'-2" 8' - 0" 7'- 11"
130 B
130 C,
38 10' - 0" 9'- 7" 9'- 3" 8'- 11" 8' - 8" 8'- 5" 8' - 3" 8'- 1 " 7'- 11" 7'- 9" 7'- 7"
140 B
140 C,
44 9' - 7" 9'- 2" 8'- 10" 8' - 7" 8'-4" 8' - 1 " 7'- 11 " 7' - 9" 7'- 7" 7'- 5" 7'- 3"
150 B
150 C 51 9'-3" 8'- 10" 1 8'- 6" 8'- 3" 8' - 0" 7' - 9" 1 7'-7" 7' - 5" 1 7'-3" 7' - 2"
TABLE NOTES:
THIS TABLE NOT FOR USE IN HVHZ ZONES.
NOTE: TOP CAP SHOWN, MAY ALSO
BE CABANA CHANNEL
DESIGN WIND PRESSURES CALCULATED IN ACCORDANCE WITH ASCE 1-`B FOR MRH=15', 245QFT TRIG AREA (HRH/3), 1=1.0, EXPOSURE AS LISTED, INTERIOR ZONE
DEFLECTION LIMIT SET TO L/150 FOR GLASS AREA
AN ELITE SERIES 630 WINDOW AS A MINIMUM IS ASSUMED TO BE ATTACHED TO THE COLUMN FRAME. A COMPOSITE I VALUE WAS CALCULATED
TO DETERMINE ALLOWABLE SPANS.
A 12' END PANEL IS REQURIED AT ALL CORNERS.
WALL HEIGHTS LISTED ARE FROM FINISHED FLOOR TO BOTTOM OF ELITE ROOF PANEL.
WINDOW HEIGHTS ARE TO BE DETERMINED BASED ON SUBTRACTING WALL HEIGHT ABOVE 4 BELOW WINDOW AS DESCRIBED HEREIN.
MINIMUM WALL HEIGHT BELOW WINDOW IS 20', MAXIMUM IS 30'. SPANS ABOVE 4 BELOW THESE NUMBERS REQUIRE SPECIAL ENGINEERING.
MAXIMUM DOOR SPANS OF 3' ON ONE SIDE ACCEPTABLE. SLIDING DOOR OPENINGS BEYOND 4' OPENING WILL REQUIRE ADDITIONAL ENGINEERING.
SEE TABLE 2 FOR ALLOWABLE BEAM HEIGHT ABOVE WINDOW.
ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS
DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.
ELITE 2" UNIVEi s/4L 8E>411 45OVE WINDOW
NON HVHZ b I Z INCH 14L 2
TABLE SOLVES FOR TYPE OF BEAM ABOVE WINDOW
ROOF COLUMN C/C AVERAGE WIDTH >
SPAN 0-4' 4'-5' 5'-6' 6'-7' 7'-8'
0-10, A B B B C
10' - 20' B B B C C
20' - 30' B B C C C
TABLE NOTES:
20LB ROOF LOAD USED, L/150 DEFLECTION GOVERNS
ROOF SPAN IS CLEAR SPAN OF ROOF PANEL FROM STRUCTURE CONNECTION TO INSIDE OF ELITE WALL.
A 3' MAXIMUM OVERHANG WAS CONSIDERED IN THIS TABLE.
CALCULATED I VALUES FOR BEAM: 2'=0.6691n'4, 4'=2.6131n'4, 6'=62c321n*4
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