2429 Myrtle Ave - BR08-001072 - (A) SUNROOMPermit # : 0 — iv7
Job Address: CR O,\C-
Description of Work:
Historic District:
CTI;_.OF SANi ORD pFkm T APPLICATION
Date:
Zoning: Value of Work: S ` / (_P , 770 . Permit
Type: Building &ol*' Electrical v/0
Mechanical
Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service — # of AMPS Addition/Alteration -inChange
of
Service Temporary Pole Mechanical: Residential
Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New
Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New
Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type:
Residential t/ Commercial Industrial Total Square Footage: Construction Type:
S FIZ # of Stories: /_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) 77X7s14b Parcel#:
i5Lo-
I /• 0. Owners Name &
Address:Cr Contractor Name &
Address: 1151 P
f ,atrk
Phone &
Fax:
y0q- Bonding Company.
Address: Attach
Proof
of Ownership & Legal Description) Phone: cM
I
State License Number: 0 ec (-JS i?o Person: 6nh1—
cL-J JLVYI)c a Phone:'4DJ' J "iUI Mortgage Lender:
Address: Architect/
Engineer:
C,i i' 1 C Phoney 6 0b Address: 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 permitand that all work will be performed to meet standards of all lawsregulating 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 that may be found in the public records of this county,
and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of
permit is verification that I will notify the owner of the property of the requirements of Florida LienLaw, FS 713. Signature of
Owner/Agent Date Signature of C itractor/Agent Date t Print
Owner/
Agent's Name P ' ontractor/A ent's Name -o// f
SignatureofNotary -Stateof Florida Date a of Notary -State of Florida Date Owner/Agent
is_ Personally Known to Me or Contractor/Agent is Personall own to Me or Produced ID ?
P/roduced IDAPPLICATION APPROVED
BY: Bldg: Zoning: w7 Utilities: Initial '& Date) (
Initial & Date) (Initial & Date) i(In) SpecialConditions:
STEPHANIE D.
KNACK t?' `B
Notary Public State of Florida c A`\ _; . • WC,,,,
S
tE>Q NOM18,2C08 V• ' a`
c
Commission # DD 373196 Bonded By
National Notary Assn.
Permit#.
I lJotr'Address: v5L-Iacl
Description, of Work: =t,- -rx)y
CITY nF SANFURD PERI1gT APPLICATION
Date: j v.
s%<b
Historic District: Zoning` Value of Work: $ icy' , "] "'_
Permit Type: Building J 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 i. Commercial . Industrial Total Square Footage:
Construction Type: J F,P # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) ;.
Parcel #: Lp (• J V ()c/ (%(). (Attach Proof of Ownership & Legal Description)
Ow)nets'Nam1e & Address::(
of l`{"h'l Phone
Contractor Name&Address: "a 101`-1<;\C-, `C_x-%(
r-ThC;t I l71 r- fC Dy-
tw
J :r /n' fC- ( F I State License Number: Phone &
Fax: Lid }— j c JJL i I y17 yContact Person: jh K — :" C,I V lc Phone: (% Bonding
Company Address:
Mortgage
Lender. Address:
Architect/
Engineer: . Phonel:;Cjcc e15 l—
y Address: ly ;} 11 CL/ cifC 17LLL u i ( (3 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 separate permit
must be secured.for ELECTRICAL WORK, PLUMBING, SIGNS', WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. OWNER'
S AFFIDAVIT: 1 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 maybe 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. f
Acceptance
of pe1rmit is verification that I will notify the owner of the property of the requirements of FloridaLien Law, FS 713. igfa
Owner/Agent Dale SignatureeofCditractor/Agent Date) C
Prwner/Agent's Name P Contractor/A ent's Name Slgnatu
f Notary -State of F orid Date na' of Notary -State of Florida Date O
er/Agent is Personally Known to Me or Produced
ID APPLICATION
APPROVED BY: Bldg: Initial &
Date), Special
C rnu AAIICi1 vnlArrK ' Notary
Public - State of Florloct iesNov18, 2008 Commission
DD 373196 Bonded
By National Notary Assn• Contractor/
Agent is'4, Personally rown to Me or Produced
ID Zoning:
Utilities: FD: Initial &
Date) (Initial & Date) (Initial &.Date) STEPH
ANIED. KNACK Pa
n6y :Notary Public -State of Florida MVC0mrrjs§
onE4i'esNoy 18;2008 jCommission # DD
373196 , Bonded By National
Notary Assn.
WW4161` Ex 2XI ('m
LIMITED POWER OF ATTORNEY
Date: O d'
I hereby name and appoint Ashley King to be my lawful attorney in fact
to act for me and apply and pickup for a Electrical permit for work to be
performed at the location described as:
ouw -- 0(o3D
Property ID)
Address ofjob)
JckyleAv... C L
Owner of Property)
And to sign my name and do all things necessary to this appointment.
1
i
Signatur of Contractor)
Joseph Abrams EC0000148
Printed name of Contractor and License Number)
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this D day of MC/( W
2008, by Joseph Abrams ,who is [X ] personally known to me or has
produced License (type of identification) as identification.
Tg—natuA of Notary Public, tate of Florida
Print/Type/Stamp Name of Notary Public
PaY%..e STEPHANIE D. KNACK
Notary Public - State of Flood( 1)
MYCarn Mission E>piesNov 18, Commission #
DD 373196 OF '
Bonded By National Notary Assn.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
PARCEL DETAIL
DAVID JOHNsom, CFA, ASA
PROPERTY
ISERAPPRAISER
SEMINOLE COUNTY.FL
14101 E. RRST.ST
AHFOI D .FL 32771-1468 407-.665
77506 2008 WORKING
VALUE SUMMARY Amendment 1
impact not reflected. GENERAL Value
Method: Market Parcel Id:
36-19-30-539-0000-0630 Number of Buildings: 1 Owner: CARA,
JANETTE E Depreciated Bldg Value: $133,954 Mailing Address:
2429 S MYRTLE AVE Depreciated EXFT Value: $1,253 City,State,
ZipCode: SANFORD FL 32771 Land Value (Market): $31,725 Property Address:
2429 MYRTLE AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name:
FRANKLIN TERRACE Just/Market Value. $166,932 Tax District:
S1-SANFORD Assessed Value (SOH): $166,932 Exemptions: 00-
HOMESTEAD (2008) Exempt Value: $25,000 Dor: 01-
SINGLE FAMILY Taxable Value: $141,932 Tax Estimator
Portability. Calculator
SALES Deed
Date
Book Page Amount Vac/Imp Qualified WARRANTY DEED
08/2007 06805 1284 $242,000 Improved Yes 2007 VALUE SUMMARY WARRANTY DEED
02/2006 06158 1729 $249,000 Improved Yes Tax Amount(without SOH): $2,787 WARRANTY DEED
04/2005 05701 1567 $210,000 Improved Yes 2007 Tax Bill Amount: $2,787 PROBATE RECORDS
02/2005 05633 1320 $100 Improved No Save Our Homes (SOH) Savings: $0 WARRANTY DEED
10/2004 05497 1927 $100 Improved No 2007 Taxable Value: $149,400 WARRANTY DEED
07/2000 03889 0158 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY
DEED
01/1976 01085 1285 $3,800 Vacant No Find Comparable
Sales within this Subdivision LAND LEGAL
DESCRIPTION Land Assess
Method FrontageLand Unit Land Depth pUnitsPriceValuePLATS:r Pick.... '. FRONT FOOT &
LEG LOT 63 + N 1/2 LOT 64 FRANKLIN DEPTH 75
128 .000 450.00 $31,725 TERRACE PB 3 PG 78 BUILDING INFORMATION
Bid Num
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1
SINGLE
FAMILY 1978 6 1,239 2,303 1,631 CONC BLOCK $133,954 $153,090 Appendage / Sgft,
GARAGE UNFINISHED / 576 Appendage./ Sqft
OPEN PORCH FINISHED / 96 Appendage /Sgft
BASE /392 NOTE: Appendage
Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch
Finished, Base Semi Finshed EXTRA FEATURE
Description Year
Bit Units EXFT Value Est. Cost New FIREPLACE 1978
1 $600 $1,500 ALUM SCREEN
PORCH W/CONC FL 1978 192 $653 $1,632 i I
http://
www.
scpafl.org/web/re_web.seminole_county_title?parcel=36193053900000630&c... 3/18/2008
Installation Professional Name
Installation Professional Phone #:
CUSTOMER SERVICE NUMBER:1-800-HOMEDEPOT
F
Installer No. Sales
Order Number:
Date:
NOTE: THIS PROPOSAL MAY BE WITHDRAWN BY THE HOME DEPOT IF NOT
ACCEPTED BY CUSTOMER WITHIN 10 DAYS FROM THE DATE ABOVE.
COLORS PERMITTEARDOWNPLEASEMARK
ALL SIZES
PATIO SIZE
EXISTING SLAB
PROJ. WIDTH H
OOF' HITE - DRYER VENT MOVE xOLD
O.D. SLAB EW
I
r:
FOOTING ______ L.F.'
THERMAL DECK
IiASCIA/TRIM: WHITE -
BRONZE SANDSTONE
SPIGOTMOVE
PIERS NO. STANDARD ELECTRIC
BRICK OR
BLOCK WORK - L.F•
WOOD DECK
l
FRAME COLOR: WHITE
BRONZE SANDSTONE
ADD ITIONAL ELECTRIC
WALLS
SLEEPER FLOOR KICK
PLATE
EX R NTERIO(i ABC 7 ROOF/PATIO COVERT
SP A ®
BREAK THRU 91 DOOR O
MICR PATIO SIZE
PROJ. WIDTH HGT.
FINISH BACK WALL DOOR
SKYLIT
STEPS N0. SKIRTING
B4YM/NpON L___I COLOR: DESERT SAND
zSONORABE - MOJAVE TAN
ADOBE WH'TE
RAILING L.F. ROOF STYLE
s
Op
TRANSOMSERMSCR- N ONLY - . `LASS S N INS GLASS PEEN
NON -THERMALLY
BROKEN WALLS SCREENS ONLY GLASS SCREEN INSULATED GLASS SCREEN POST TYPE: STA ARID PREMIUM
OTHER WORK: J f' .. '1 ' v 1
END CUT: FLAT
MITRED CREEL
SCALLOPeL1L( lf. 1 1 !__.__ v . s ."*
OTHER:
THE FOLLOWING WORKUSHALL BE DONE BY PARTIES OTHER THAN HOME DEPOTS EXPERT INSTALLATION PARTNER AND IS NOT AF'PARTOF THIS'CONTRACT
ATTACH ADDITIONAL, DATED &SIGNED DRAWINGS & WORKSHEETS IF REQUIRED, FOR CLARIFICATION..
Each Square Represents 1 Square Ft.)
INDICATE TYPE INDICATE TYPE OF SIDING ON HOUSE
FOUNDATION ON HOUSE FRAME ALUMINUM BRICK STONE
BASEMENT CRAWL SLAB IF STONE [-]ROUGH []SMOOTH
INDICATE TYPE
OFOVERHANG i
TOP
KICKPLATE
LnTOP OFEXISTINGTWINDOW5' GLASS DOORS a
2
m
EXISTING
to 18" KICKPLATE STEP DOWN FLOOR
FOUNDATION
GRADE7.--.--.--.---
SKU # PRODUCT DESCRIPTION SPECIFICATIONS
Amount of Sale: $ 7
Estimated length of time required
Amount of Deposit 62.
to complete the project: Sales Tax (if applicable): $---"_--'
Total Amount Due: $ - L_ 0*0
ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are satisfactory and are h reby ac eptei
perforMgd as specified above.
Gusto r Signature Date of A ceptance
X
y tomer Signature Date of Acceptance
The work may be
a
HD-254(0/07) DISTRIBUTION: White —Home Depot Copy Yellow —Customer Copy Pink —Installation Professional Copy
LIMITED POWER OF ATTORNEY
Date:_
I hereby name and appoint Ashley King to be my lawful attorney in fact
to act, for me and apply and pickup for a Building permit for work to be
performed at the location described as:
Property ID)
94A gg 3Z77f
Address ofjob)
Owner of Property)
And to sign myname and do all things necessary to this appointment.
Signature of CVtractor)
Ernest Cherry CRC 058078
Printed name of Contractor and License Number)
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this-u—day ofAffi,,
2008, by Ernest Cherry ,who is [X ] personally known to me or has
produced License (type of identification) as identification.
Signatu"Notaryublic, :State of Florida STEPHANIE D. KNACK (Seal) Notary Public- State of Florida
WCommidonE> Nav18,2006
Commission # DD 373196
Print/Type/Stamp Name of Notary Public ° Bonded ByNational NotaryAssn.
7Pv d
Permit #: I Project Name:
08-1072 Sun Room
Address:
2429 Myrtle Ave
Plans Reviewed By:
Richard Denman 03/17/2008 407-330-5656
The Permit Is Subject To The Following Comments
THE FOLLOWING ARE PLAN REVIEW COMMENTS:
Notice: In addition to the requirements ofthe Permit, there may be additional restrictions
applicable to this property that may 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.
1. Any connections that may be hidden during the installation shall be inspected prior to covering.
2. All concealed electrical circuits are to be inspected prior to covering.
3. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent
location and protected from against the elements until all inspections are complete.
4. All permits require final inspection. Failure to do so may result in charges being filed with
the Department of Business And Professional Regulation.
5. Permits shall expire if work has not begun within six months of date of issuance.
6. All current Florida Building Codes are to be complied with.
7. Any error or omission in this plan review shall not be construed to
grant approval of any violation of any adopted Codes or Municipal
Ordinances of this Jurisdiction.
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 YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES.
PERMIT /O z
DATE, /
EX i s-,T i 4 Use h 1(Y--", sc-_ '6-
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if
c.a PFe.wtCC
Mew SiU.h
1YiR--77P6 .
e
y
1 a'
cn. bed
u.'snco v claw
4v
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ch41
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00
BOUNDARY SURVEY
LEGAL DESCRIPTION: LOT 63 AND THE NORTH OF LOT 64, FRANKLIN TERRACE, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PA -GE 78, OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
THE ABOVE REFERENCED PROPERTY IS LOCATED IN ZONE 'X' AREA OF MINIMAL FLOODING AS PER
F.I.R.M. COMMUNITY PANEL NO. 12117CO070 F, SEMINOLE COUNTY, FLORIDA. MAP TED SEPTEMBER
28, 2007.
u iCE
CLANS REVIEWED
ITYQr- SANFORD
w
PERMIT # ot
l
a
0 11
N89 58'40'E 128.00' (M.) Ind 3" lnd l" rnd cm
g $
o
38.7
0
O N) a0
o
lz
4.7
W o 0
II Q 25. 00' W 52.40' O
W W 2 U J
O
o
24.0 Q) C\ p
O 4.0
r
N o O
O e o\ N o
v J Lo N
O Z
28.0 >.
24.0ot
co
fid 3" end cm N89 58'40'EFN 128.00' (M.) rnd cm
O
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r
2429 S. MYRTLE AVENUE
LEGEND NOTES
FOUND CONCRETE MONUMENT E EAST R RADIUS / RADIAL 1. BEARINGS ARE BASED ON RECORD PLAT.
FOUND PROPERTY CORNER ENT. ENTRANCE S SOUTH 2. THE SURVEY SHOWN HEREON WAS SURVEYED BY THE LEGAL
O SET PROPERTY CORNER ENCL. ENCLOSURE SAN. SANITARY DESCRIPTION PROVIDED BY THE CLIENT.
O PERMANENT CONTROL POINT ESMT. EASEMENT SCR. SCREEN 3. ROOF OVERHANGS AND FOOTERS HAVE NOT BEEN LOCATED.
A DELTA FND. FOUND S.W. SIDEWALK 4. NO IMPROVEMENTS OR UNDERGROUND UTILITIES HAVE BEEN LOCATED
A/C AIR CONDITIONER I.P. IRON PIPE T TANGENT EXCEPT AS SHOWN.
BLK. BLOCK I.R. IRON ROD TEL TELEPHONE RISER BOX 5. THIS SURVEY IS NOT VALID WITHOUT EMBOSSED SEAL.
B.O.B. BASIS OF BEARING L LENGTH TYP. TYPICAL 6. THIS SURVEY IS NOT VALID FOR ANY REAL ESTATE TRANSACTIONS 90 DAYS
BRG. BEARING M. MEASURED U.E. UTILITY EASEMENT BEYOND THE FINAL SURVEY DATE SHOWN.
CAN CABLE TELEVISION BOX N NORTH U.R.B. UTILITY RISER BOX 7. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS HEREON FOR
CHD, CHORD N/D NAIL & DISC W WEST EASEMENTS OR RIGHT-OF-WAY OF RECORD.
C.L.F. CHAIN LINK FENCE P.C. POINT OF CURVATURE W.F. WOOD FENCE 8. THERE MAY ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS
C.M. CONCRETE MONUMENT P.C.P. PERMANENT CONTROL POINT W.M. WATER METER PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
CONC. CONCRETE P.T. POINT OF TANGENCY 9. ALL BEARINGS / ANGLES AND DISTANCES ARE PLAT AND MEASURED
CDR. CORNER P.O.B. POINT OF BEGINNING UNLESS NOTED OTHERWISE.
COV. COVERED P.O.C. POINT OF COMMENCEMENT
D. DESCRIBED P.O.L. POINT ON LINE
D.E. DRAINAGE EASEMENT 1,—) P. PLAT
I HEREBY CERTIFY TwAT TLIS"SURVEY MEETS OR EXCEEDS PREPARED FOR: LOT SURVEY DATE:
THE MINIMUM TECHNICAL ,STANDARDS SET FORTH BY THE J A N E TTE E. C A R A FOUNDATION DATE:
FLORIDA BOARD OF SURVEYORS, PURSUANT TO
PREPARED BY: FINAL SURVEY DATE: 2-28-08SECTION61G1,7, FL R ADMINISTRATIVE CODE, PURSUANT
DRAWN DATE: 2-28-08TOSECTIO427. 7, LORIDA STATUTES. C H A R L E S ROB D E F O O R
a
ASSOCIATES, INC.
SCALE: 1" = 30'
PAGE 1 OF 1:flP.O. BOX 1763, APOPKA FLORIDA 32703 (407) B80-9811 427 KNOLL TREECHARDSR. DEF00 P.L.S. 4189 DATE REVISION DATE:
08W1477 02/29/08 BILL OF M A T E R I A s
N O 71 C E. x SHIP TO.' FLORIDA 'EXTERIORS
THIS JOB HAS NOT BEEN CONFIRMED. 0_ ADDRESS 1151 CENTRAL PARK DR.
PLEASE FAX AN APPROVAL. WHEN READY TO ORDER. .
an SANFORD SIT FL zip 32771
RELEASE APPROVED BY '0 PHONE 7 322-3545 FAx 07 330-48190
JOB NAME CARA P.O.#
NOTES:
SHIP SCREENS SEPARATELY
96.00 00
sTUDIo
WALL HEIGHTS DO NOT INCLUDE ROOF THICKNESS TOP TRA"mm WALL PANEL WALL PANEL
INTERIOR FINISH
WALL FRAME 90.000 EXTERIOR FINISH
TMMKNM COLOR WINDOW STYLE .G. WHITE WHITE
5 WHT FRAME: 306 - NO CCT
SASH: 306 - 1 " 2INSULATED GLASS TEMKOR TEMKOR LIILI
nL
uvn II
1 /
1V1\IIVL 1 JI\ILI VIIIJ TE
M 0 Inc.MIX '-g"-2'a-e986 sae)
zee —Dees SENT
BY: STEPH ON: PROCESSED
BY: DAVID CENTORBI x219 CHECKED
BY: • SCHEDULED
SHIP DATE: DATE SHIPPED:. ROOF
SIZE: 13'-0" X25'-4 1 2" TRIM COLOR: WHITE ROOF
PANELS ROOF LOAD 20 P.S.F. cAUOE 0.
032 DENSITY
2
LB. OORRDD
ac ROOF
COMPONENTS 3" 4 1/4" 4'
X 13'-0" 7 X
X.
20'-
0" WHITE HANGING RAIL 2 20'-
0" GurrER w/cTA 4t]SP-1 GUARD-9 2 WINDOW/
DOOR SECTIONS PLEASE SPECIFY HEIGHT CITY a.m. FILL PANELS: W X H OTY ORD
ac ROOF CLEATS u n 20 6 3 -
X . 22 x 96 1 CATHEDRAL CLEAT — 17' 3
X. X. 13' C—FASCIA 2 NA 4
X 8 20 F 6 x x 20' C—FASCIA 4
X • LINEAL COMPONENTS 306 SYSTEM 2" X 6" X 16' DECORATIVE -BEAM/POST 5
X B 4 16• BASE/CAP EXPANDER 4 5
X 20' BASE/CAP EXPANDER 2 DOWNSPOUT KIT 2 X .
20' FEMALE 1 DELUXE IG SKYLIGHT X
12' CAP CHANNEL REBAR 4 ROOF TEK W/PLATE 50 FIXED
LIGHT 12 X . 16' CORNER 1 FIXED
LIGHT 19 X . 20' MALE FIXED
LIGH123.25 X . 20' HEADER EXP. W/SNAP CAP 8 X 1/2" TEK SCREW. PHILUPS 0 SOUAR 500 5•
PATIO DOOR 20' ELECTRICAL MDG. 1 END CAP SETS 3 MASONRY DRIVE PINS OR 3 1/2" LAGS 0/25 5'
P.D. OPENING X . 20' VERTICAL RACEWAY W/CAP 1 SOLAR SEAL WHITE 0 6'
PATIO DOOR 20' ANGLE (1") 10 X 2 1/4" T.P. SCREW 0 6'
P.D. OPENING X ; 20' EZ TRIM SPLINE 10 x 1 1 /2" SCREW 0 B'
PATIO DOOR 16' EZ TRIM 8'
P.D. OPENING X. 45• ADAPTOR 20' #12627 TOUCH-UP FULL
VIEW RH F1 LHOS 1 20' WALL STUD 3'
OPENING:36 x BO x8 j I
4TEM04
FI G. I
4TEM 0,
FIG. J
2)
REE
1'-0.t
SEE ATTACHMENT DETAIL B'
GLAD RUCTJRAL
TEOLSINSULATEDPANEALUMINUM7'-
6" EXISTING
HOUSE
8,-
0„ 5"
PROPOSED
CONCRETE SLAB w/
PERIMETER FOOTING SECTION '
A' USE
STAINLESS STEEL or TRIPLE DIPPED GALVANIZED
FASTENERS INTO ACQ LUMBER ROOF
PANELS: 3", 0.032, 2#, ROOF LOAD: 20 P.S.F. o
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TOTAL WEIGHT OF TEMO PRODUCT: 1797 lbs.
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ALL TEMO STRUCTURES ARE o aDESIGNEDINACCORDANCEzo
WITH CHAPTERS 16 AND 20 OF OD N
THE 2004 FLORIDA BUILDING O
TCODE, FBCR R301.2.1.1 OF THE
2004 FLORIDA BUILDING CODE Z
AND CHAPTER 3 OF THE 2004 r
FLORIDA RESIDENTIAL BUILDING o
CODE (WITH 2O06 REVISIONS). a
NOTE: ALL OPERATING GLAZING o
PRODUCTS SUPPLIED BY TEMO Q m
SUNROOMS INCLUDE TEMPERED QHPO-2000 GLASS THAT CONFORMS 1'01
U
WITH SECTION R308 OF THE FRBC. 0
DESIGN CRITERIA FOR *CARA* SUNROOM
4-21m
MI
Ld
O
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2) WIND IMPORTANCE FACTOR: 1
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ROOF ZONE 1: +16.4 PSF, —31.78 PSF aM\
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ROOF ZONE 2: +16.4 PSF —36.17 PSF
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NOT TO SCALE
08W1477 02/29/08 FLOR-EXT
DETAILED BY: DAVID CENTORBI
JAMES A. CLANCY, PE
801 ASBURY AVE,
NATIONAL PARK, NJ 08063
PH: (856)853-7306
PROFESSIONAL ENGINEER
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PROPERLY CAULK BOTH SIDES p; QEXTERIORKP: WHITE OF ALUMINUM EXTRUSION
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EVERY 16" O/C
METAL FLASHING
SNOW & ICE SHIELD\
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HANGING CHANNEL MOUNT
TO ROOF PANEL WITH #8
SMS AT 6" O/C TOP AND BOTTOM
ATTACH NEW 2X4'S
BETWEEN RAFTER TAILS
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Florida Building Code Online Page 1 of 2
s
BCIS Home Log In } Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Apolication List > Application Detail
FL # FL7082
Application Type New
Code Version 2004
Application Status Approved
Comments
Archived r77
Product Manufacturer TEMO Sunrooms, Inc.
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
586)286-0410
jhall@temosunrooms.com
Authorized Signature Jim Hall
jhall@temosunrooms.com
Technical Representative Robert A. Walz
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
bwalz@temosunrooms.com
Quality Assurance Representative Robert A. Walz
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
bwalz@temosunrooms.com
Category Exterior Doors
Exterior Door Assembly Products Introduced as a Result of New
Subcategory Technology
Compliance Method Test Report
Testing Lab Architectural Testing, Inc
Quality Assurance Entity Architectural Testing, Inc.
Validated By Allen N., Reeves, P.E.
Certificate of Independence FL70.82_RO COI,Cert of Independence-ATI.pdf
Referenced Standard and Year (of Standard Year
Standard) TAS 202 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgt9HXsLZKG7y... 1 /22/2008
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option B
Date Submitted 06/23/2006
Date Validated 08/03/2006
Date Pending FBC Approval 07/03/2006
Date Approved 08/04/2006
Summary of Products
FL # Model, Number or Name Description
7082.1 771 Sunroom Swing Door Full View Glass Door with Foam Transom Panel
for Sunrooms
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7082_RO_II_Installation_pdf
Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc
Impact Resistant: No Test Reports
Design Pressure: +55.14 /-55.14 FL7082_RO TR_6541,1.0.1.-602-18-,r0_pdf
Other: Must be shuttered where required by
code. Maximum Panel Size: 3'2" x 7'1". Maximum
Door Size: 3'1-1/4" x 610". For Exterior Patio
Use Only.
Back Next
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Coovright and Disclaimer
Product Approval Accepts:
s''. ® eC,liEckE
Varl57pn b ;806' .. tcar.6:7 Ft ij
h AaPA V£A
YERir•w
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt9HXsLZKG7y... 1 /22/2008
r
Florida Building Code Online Page 1 of 2
BCIS Home Log In ; Hot Topics I Submit Surcharge Stats & Facts j Publications FBC Staff BCIS Site Map I Links Search j
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL3521-R1
Application Type Revision
Code Version 2004
Application Status Approved
Comments
Archived
Product Manufacturer TEMO Sunrooms, Inc.
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
586)286-0410
jhall@temosunrooms.com
Authorized Signature Jim Hall
jhall@temosunrooms.com
Technical Representative Robert A. Walz
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
bwalz@temosunrooms.com
Quality Assurance Representative Robert A. Walz
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
bwalz@temosunrooms.com
Category Structural Components
Subcategory Other
Other Subcategory Sunroom Wall Panels
Compliance Method Test Report
Testing Lab Fenestration Testing Lab
Quality Assurance Entity Architectural Testing, Inc.
Validated By Architectural Testing, Inc
Certificate of Independence
Referenced Standard and Year (of Standard
Standard) AAMA/NWWDA 101/I.S.2-97
Equivalence of Product Standards
Certified By
Year
1997
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKtLTRtHFyb... 1 /22/2008
Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
mmary of Products
Method 1 Option B
07/26/2005
08/02/2005
08/10/2005
08/24/2005
FL # IlModel, Number or Name IlDescription
3521.1 2", 3", 3.625" wall panels Sunroom wall panels
Limits of Use (See Other) Installation Instructions
Approved for use in HVHZ: PTID 3521 R1 I Cert of Independence. pdf
Verified By: Approved for use outside HVHZ:
Impact Resistant: Test Reports
Design Pressure: +/- PTID 3521 R1 T A03H-019.pdf
Other: Use as non -habitable recreational space. PTID 3521 R1 T A03H-020.1)df
Windows Design Pressure Rating is 40 psf when PTID 3521 R1 T A03H-021.1)df
using the interlock adapter. Maximum Size = 57" PTID 3521 R1 T A03H-022_1)df
x 97". Not for use in HVHZ. PTID 3521 R1 T A03H-023.pdf
PTID 3521 R1 T A03H-024.pdf
PTID 3521 R1 T A03H-025.pdf
PTID 3521 R1 T A03H-026.pdf
PTID 3521 R1 T_A03H-027.pdf
PTID 3521 R1 T A03H-028.pdf
PTID 3521 R1 T A03H-029.pdf
PTID 3521 R1 T_A03H=030.pdf
PTID 3521 R1 T A03H-031.1df
PTID 3521 R1 T A03H-033.pdf
PTID 3521 R1 T A03H-034.pdf
PTID 3521 R1 T A03H-035.pdf
i
PTID 3521 R1 T A03H-036.pdf
E3aek }Ve:xt
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer
Product Approval Accepts:
aoel5lynry b L
Saeured B6bu f
w nr aovco :,,.
ve.nirr
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvKtLTRtHFyb... 1 /22/2008
Florida Building Code Online Page 1 of 2
ffi ^d
i
r, `.'
v' sa, fix ' '_ .`-- a e ' : s. • -.. ,.• ,: .'
BCIS Home Log In Hot Topics ( Submit Surcharge Stats & Facts i Publications FBC Staff 1 BCIS Site Map 1 Links Search j
t Product Approval
USER: Public User
Product Aouroval Menu > Product or Aoolication Search > Aoolication List > Application Detail
FL # FL3857-R1
Application Type Revision
Code Version 2004
Application Status Approved
Comments
Archived
Product Manufacturer TEMO Sunrooms, Inc.
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
586)286-0410
jhall@temosunrooms.com
Authorized Signature Jim Hall
jhall@temosunrooms.com
Technical Representative Robert A. Walz
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
bwalz@temosunrooms.com
Quality Assurance Representative Robert A. Walz
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
bwalz@temosunrooms.com
Category Structural Components
Subcategory Other
Other Subcategory Sunroom Roof Panels
Compliance Method Test Report
Testing Lab Architectural Testing, Inc. -Minnesota
Quality Assurance Entity Architectural Testing, Inc.
Validated By Architectural Testing, Inc
Certificate of Independence
Referenced Standard and Year (of Standard Year
Standard) TAS 201 1994
TAS 202 1994
TAS 203 1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqurhYH%2fNuQ... 1/22/2008
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option B
Date Submitted 07/26/2005
Date Validated 09/29/2005
Date Pending FBC Approval 08/10/2005
Date Approved 10/01/2005
mmary of Products
FL # Model, Number or Name IlDescription
3857.1 3", 4.25" and 6" Roof Panels Sunroom Roof Panel with Aluminum Skin and
Polystyrene Core -
Limits of Use (See Other) Installation Instructions
Approved for use in HVHZ: PTID 3857 R1 I Installation Instructions,pdf
Verified By: Approved for use outside HVHZ:
Impact Resistant: Test Reports
Design Pressure: +/- PTID _3857_R1 T 59531.01-602=118-RO.pdf
Other: For exterior Patio use only. Use as non- PTID 3857 R1 T_Cert of Independence_pdf
habitable recreational space. Roof Panel Design
Pressure is +30.0 / -75.02 psf. Large Missile
Impact Resistant.
Back Next
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer
Product Approval Accepts:
r eQ6eck
VoriSf9nSrre:ur.d n gobb.
MPiCOVriS
VEfl,FT
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqurhYH%2fNuQ... 1/22/2008
f
Florida Building Code Online Pagel of 2
0
F SIX- py r _ r.O i t ;d1m r1 EV r
BCIS Home Log In j Hot Topics 1 Submit Surcharge Stats & Facts ( Publications FBC Staff ` BCIS Site Map i Links , Search
Q Product Approval
IR USER: Public User
Product Aooroval Menu > Product or Application Search > Aoolication List > Application Detail
FL # FL5505
Application Type New
Code Version 2004
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Other Subcategory
Compliance Method
Testing Lab
Quality Assurance Entity
Validated By
Certificate of Independence
Referenced Standard and Year (of
Standard)
TEMO Sunrooms, Inc.
20400 Hall Road
Clinton Township, MI 48038
586)286-0410
jhall@temosunrooms.com
Jim Hall
jhall@temosunrooms.com
Robert A. Walz
20400 Hall Road
Clinton Township, MI 48038
bwalz@temosunrooms.com
Robert A. Walz
20400 Hall Road
Clinton Township, MI 48038
bwalz@temosunrooms.com
Structural Components
Other
Sunroom Wall Panels
Test Report
Architectural Testing Inc. - Wisconsin
Architectural Testing, Inc.
Architectural Testing, Inc
Standard
ASTM E330
ASTM E331
Year
2002
2000
http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2g7jKEqbCBk... 1 /22/2008
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option B
Date Submitted 09/23/2005
Date Validated 09/23/2005
Date Pending FBC Approval 10/01/2005
Date Approved 10/11/2005
mmary of Products
FL # Model, Number or Name IlDescription
5505.1 _77_ 5505.1 3" Sunroom Wall Panels Horizontal Sliding Window with upper and lower
wall panels
Limits of Use (See Other) Installation Instructions
Approved for use in HVHZ: PT ... .ID._5505._I_Cert of Inde.pendence..p...df
Approved for use outside HVHZ: Verified By:
Impact Resistant: Test Reports
Design Pressure: +/- PTID 5505 T 60124.01 Drawings.p_df
Other: Use as non -habitable recreational space. PTID_5505 T_60124.01=602.44-R0_pdf
Design Pressure Rating = +/-47 psf. Maximum
Panel Size = 4' 9" x 8' 1". Maximum Window Size
4' 9" x 5' 5". Not for use in HVHZ.
Back Next
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. copyright and Disclaimer
Product Approval : proval Accepts
i0
VerlSlyn
4 MPiIOYfD :::
VERIFY M
http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgt2g7j KEgbCBk... 1 /22/2008
TOP SASH
DIE# 1364E
LEFT JAMS
DIE# 11145
LEFT SASI
DIE# 1448
BASE SASh
DIE# 1364E
MALE DIE-
13110
rest specjman complies with these details.
Any deviations noted.
Project ATI U2Q) LL
Test Date _21110;L»__.»
Checked By W w. ...
P
I cr,\twodwgs\3 WDow UPDATED 00/23/05
ILL AS REQ'D $
1EADER
IE# 11148
WINDOW STOP
IE# 5677
IGHT SASH
iIE# 14481
LIGHT JAMB.,...
DIE# 11150
f 8
SASH HANDLE
DIE# 9699A
1
ASH INTERLOCK
IE# 14482
FEMALE DIE# 13111 •,
SILL
DIE# 11147
O
SILL AS REQ'D
HEIGHT WIDTH W 0
3' 65" 30"
4' 65" 44.5" W5' 65" 55" E ., 1!.,
ROLLER -- FTA105 -
2 EACH PER SASH
G;ltemodwga\3 WINDOW UPDATED 08/23/05
SASH SCREWS #6BIX1
Any deviations noted.
Project ATf 0LOI4
Test Date Cl 11910
Checked BY A YY`if
W2C.181 ULTRAFAB
FIN SEAL J
W133301NK ULTRAFAB
FIN SEAL
FEMALE TO SILL ATTACHMENT
6BX1 SCREWS - 2 AT ' EACH
CORNER
z
HEIGHT WIDTH
3 65" 30"
4' 65 44.5".
5' 65" 55"
0.053
ASTRii DSO
Test SPOcinM CW096 with th6se dalS.
dray deviabons note&
FF2
2.894 — 0.053
0.125 2.644
0.250
x , r PI
0.658
Y
0.547 1.700--i-•- 0.547 t oti21.01 ' I``1.i5158
b°
0.500 0.375V9S
E
t s + ' ° D 1 (2).
Q e e
010
0.110 0,015 R X
0.015 Hl' (2)
024
0.383 2.234 0.383 --
36 som, wn. ET 0.524 m cuss SOLID
20 TOTTER. 15:920 a Ft,PER,
EST,1:QSQ, 'K- ., s5 Id1Alt1 5T. S Ri itIE3. ON
IN, I FACTM 30 m wxL 0,050 *-ws vises 07800 cm TEMO INC., ml
ECIFIED; STANDARD COMMERCIAL TOLERANCES FOR mscR 3- SUMUNIE MALE
ALUMINUM ARE USED, CU5 PAVI W. SME1 5-1 Malls. WTs.1
MARK. O0 010 R X 0,010 OR As AS— 24396 eat TAM {wLwE f 7va G4
0.375
c (2)
cn,
WP E 4
v"i E 0 ME NG.
vjAh thed9tAs- T(-.*t speaff on Domes
any de-Aabws notedL
pmiW An -(,cC L)
Ted We
cheaw By
FIMLLA
J_UX40.
383 2.234 0.383 0.
110.002
0.
855 0
0 375' ova
2)
0
0 41.
00 0.
600 1.700 O.600 toos
i,om " \— 0.
0 15 R X 0.050— 2.900 m
WAJ-) *Ttps 0.015 Hl, (4) low
REF
0
0.
394 van 0,473 eon ams SOLID 14.
702 p Ek, 14.702 'trs, N".
p fR, : 2.204 Tfp.
WALL 0,050 3.15 K rAc" 31 LESS
spEcinED. STANDARD COMMERCIAL TOLERANCES FOR VRUDED
ALUMINUM ARE USED. ASTRO
11) MARK: O.010 R X 0.010 DP 71,
4111, ASTrio 's, 1"', 65
IMN ST. !M111 07800
TEMO INC.. Ml oEsm
3* SUMUNE FEMALE SCAM
As
ww. AS— 24395 :OR TAM 1, 'DATE 02/0-%
0.020 DP.
x 9(T
t0-180 0-321
m
0165
A
0.865 r DA 0.297
0.115
0.2600RU
0 10
0"
0.132b
tole
0.758, 0.642 0.707 —
Ted SPedmen CWOW With Ume detaft.
Any deviations noted
Priectxn . bga4
l 1c. 'lest Date 10,5
Checked By Wyf\
1 1.130
0.615 1
0.250
REF
A 0319 sm w0n 0,382 LBS. CLASS s(AID.
PiR 9.222 'Tnp, E; z, 9.222 65 MH St - STRUTHits, ON vx, .
2.18 a rAcToR 24 Tw, oLL. 0.06.5m. m7w 07BOO, I TEU0 INC, Ali M
MWft SWVM MMMM FM W%M 900M WE MM UESCR ®.WE JAMB INDICATES
CRITICAL DIMENSIONS U61 PWT NO, 2. x ASTRO
ID MARK, 0.010 R X 0.010 DP AS W. NO AS— 21732 DR miE 01/22/021
iv24 —
2.172 - —0.067
061 —0,180 0.386—
XA
WS 0.020U65 — 0.628 DP.
Cam'"w x 90*
0.265
0.605
10 0
I -A 0.615
D.865 0197r
F-01 15
0 -T0260 0.250
Lola *.ale tool
0.180— 0X42 - 0.642 —0,132
2.239
Test spec comphas with throe d
I
etaft.
Any deviations noted.
Proiect An ipol
Test Date P
hecked By
A 0.359 sm as EST /
FT 0.430 Las, CLkss SOUR -SHIPES "YVwTC- rt-fmME10.430 65 MNH ST. - STRUTTERS. CH
PER. 10.430 ot 110T. PER,
ow 217 Pa. FAmR 24 Tv. w&L (),065 q& m07800 cost TEMO INC, MI nS
SPEMM SW"Ro WWRWL TMM4= FM UMM AMUN PX USM DESM 6.101R JAMB INDICATES
CRJT"L DIMENSIONS CVSI PAW KO.' 2. =I wts rR .
BDL 01/ AS= 10 MARK: 0,010 R X 0.010 DP AS sew,W AS- 21731
0.020 R X 0.065
0.020 DP. C5a
0.384) 38)-1
2.195
55
j
3.150 —
3.040 —
4 ClXR
0,065
0.115
9Q 1 t wawa 0.250.OD 1.16
W/ 6
OPENING (7)
0 0
3A20 L030 tl 00?
080 0,553 OM2 . 0.64 ' .V Pbes with'ftse detail
Any devi ations noted. 1.496 0.0352.255 ---
Project ATi __ 0
Date
Che&e+d By _t.W)+'n
i.809 sty FsT
FT 0.970 LM cuss SOLI(?
24.387 o€. 24.387 t.o
s5 UNN ST STRUTHERS. OH
4.36 D& FACTOR 2 np. Tw 07BGQ 1 sr .... TEMO INC, MI ... _._.....
oVAWEROAL IOLUWM FAR COMM ALUOM ME asp: aw 3" O MS HEAD I`
iDI T CRITICALDIMENSIONSctrs w r _ -- fi 5 1 C t ate Altm
in wie— n nln R X tiV O Dig ass RU. o.. AS— 21733...... . BCiI cpnxF 01 /22/0
Florida Building Code Online Page, l of 3
k A
zr.° Y,f
M { BCIS Home ; Log In Hot Topics j Submit Surcharge. Stats & Facts _ Publications FBC Staff BCIS Site Map ; Links Search
Nun
Product Approval
lot IQ ` USER: Public User
u
nE 4•, Product Aooroval Menu > Product or Aoolicalion Search > Aoolication List > Application Detail
rac t FL # FL6391-R2
Application Type Revision
Code Version 2004
4
Application Status Approved
G Comments
Archived C
Product Manufacturer TEMO Sunrooms, Inc.
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
586)286-0410
jhall@temosunrooms.com
Authorized Signature Jim Hall
jhall@temosunrooms.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Testing Lab
Quality Assurance Entity
Validated By
Certificate of Independence
Referenced Standard and Year (of
Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Structural Components
Structural Wall
Test Report
Architectural Testing, Inc
Architectural Testing, Inc. -
Luis R. Lomas P.E.
FL6391 R2_COI _COI - TEMO.pdf
Standard
TAS 202
Method 1 Option B
04/17/2007
Year
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueg1ove%2fzRL... 1 /22/2008' -
p. e
Florida Building Code Online Page 2 of 3
Date Validated 04/17/2007
Date Pending FBC Approval 04/23/2007
Date Approved 05/08/2007
Date Revised 05/31/2007
Summary of Products
JJ FL # Model, Number or Name IlDescription
116391.1 11206 Sunroom Wall Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55.14 /-55.14
Other: Maximum Wall Panel Size = 4' 0-1/2"
wide x 8' 1" high. Maximum Horizontal Sliding
Window Size = 3' 10-1/2" wide x 5' 5-1/2" high.
Upper Transom Maximum Size = 3' 10-1/2.9"
wide x 6-1/4" high. Lower Transom Maximum
Size = 3' 10-1/2" wide x 1' 0-1/4" high.
1.2 11306 Sunroom Wall Panel
imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55.14 /-55.14
Other: Maximum Wall Panel Size = 4' 9" wide x
3' 0" high. Maximum Horizontal Sliding Window
ize = 4' 9" wide x 5' 5-1/2" high. Upper
ransom Maximum Size = 4" 9" wide x 6-1/4"
sigh. Lower Transom Maximum Size = 4' 9" wide
c 1' 0-1/4" high.
1.3 11406 Sunroom Wall Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55.14 /-55.14
Other: Maximum Wall Panel Size = 4' 9" wide x
8' 0" high. Maximum Horizontal Sliding Window
Size = 4' 9" wide x 5' 5-1/2" high. Upper
Transom Maximum Size = 4" 9" wide x 6-1/4"
high. Lower Transom Maximum Size = 4' 9" wide
x V 0-1/4" high.
3-1/2" Thick Wall Panel -- Luran S Skin
Panel/Upper Transom/Horizontal Sliding
Window/Lower Transom/Aluminum Skin Panel --
Non-thermally Broken with Single Pane Glazing
Installation Instructions
FL6391 R2 II 206 Installation Drawing.pdf
Verified By: Robert A. Walz FL PE 40456
Test Reports
FL6391 R2 TR 206 Test Report.pdf
3-1/2" Thick Wall Panel -- Luran S Skin
anel/Upper Transom/Horizontal Sliding
Nindow/Lower Transom/Aluminum Skin Panel --
Von-thermally Broken with Single Pane Glazing
Installation Instructions
FL6391 R2 II 306 Installation Drawing.pdf
Verified By: Robert A Walz FL PE 40456
rest Reports
FL6391 R2 TR 306_Test Report.pdf
3-1/2" Thick Wall Panel -- Luran S Skin
anel/Upper Transom/Horizontal Sliding
Nindow/Lower Transom/Aluminum Skin Panel --
Fhermally Broken with IG Glazing
nstallation Instructions
FL6391 R2 II 406 Installation Drawinq.odf
Verified By: Robert A. Walz FL PE 40456
rest Reports
FL6391 R2 TR 406 Test _Report.Ddf
Back Next
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
http: //www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqucgove%2fzRL... 1 /22/2008
FASTEN ROOF PANEL TO
ALUMINUM CHANNEL WITH.#8
1 /2" SCREWS AT 1,2" ON CENTER
TOP AND ,BOTTOM
METAL PREFLASH AND
CAULK TOP & BOTTOM
MOUNT W/ #8 X 1 /2" SCREWS
@ 6" O.C.
ROOF
J E
HANGING RAIL MOUNTED
WITH 1 /4„ X 3-1 /2" SCREWS
INTO EACH WALL STUD
STAGGERED TOP & BOTTOM
l\
9 9
SETA BLtZ_
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USE STAINLESS STEEL or TRIPLE DIPPED
I GALVANIZED FASTENERS INTO ACQ LUMBER
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PAGE NUMBER
COVER SHEET
1
2
3
4
5
G:\11a17\FLOR-EXT\4TEMOCOVER
SPECIFICATIONS FOR l 6
SUNROOMS AND PATIO COVERS WITH
3.625 INCH WALL MULLIONS
INDEX OF SHEETS
FLOOR PLANS, ELEVATIONS and ROOF PLANS
3.625" SUNROOM SYSTEM ROOF DETAILS and NOTES
3.625" SUNROOM SYSTEM WALL DETAILS
3.625" SUNROOM SYSTEM CROSS SECTION and ATTACHMENT DETAILS
3.625" SUNROOM '-SYSTEM WIND LOAD CALCULATIONS _
y
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FEBRUARY 06, 2008
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4TEM0
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PATIO COVER END WALL ELEVATION
PATIO COVER END WALL ELEVATION
ALL SECTIONS do DETAILS REFERENCED HERE ARE
SHOVIN ON SHEET 47E402. 41EM03 AND 47El104.
0:\11x17\FLOR-EXT\4TEM01NT
mjPANELn- ;
o
120 TYPICAL
SPACING NOT TO EXCEED 8 FEET
PATIO COVER FRONT WALL ELEVATION
m
ROOF PANEL
12.0
EXCEED 8 FEET J.MULLION SPACING NOT TO EXCEED 8 FEET
a
PATIO COVER FRONT WALL ELEVATION
4
DOSTINGVARY
TO SUIT .. L L
TYPICAL
STUDIO ROOF PATIO COVER PLAN oPnONAL
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PANEL
PROJECTION TYPICAL
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do NEOPRENE INSERT SPACED ® 6° O.C.
CONTINUOUS PANEL GUTTER
W/#B SMS ® 12.O.C. TOP
BOTTOM TO ROOF PANEL
BASE/WALL CAP
TOP EXPANDER SHALL
BEAR FIRMLY ON MULLION
SECTION PRIOR. TO INSTAL-
LATION OF FASTENERS
1/4°0 EXPANSION ANCHORS
130 MPH WIND SPEEDS
LOCATE 1—ANCHOR 4° EACH
SIDE OF MULLION AND .AT 160 O.C.
BETWEEN EACH MULLION.
BASE/WALL CAP
SAME AS BEARING EXPANDER
TO MULLION
BASE/WALL CAP SPLICE
TO BE B° MINIMUM-,
FROM VERTICAL MUWON
EXIST. OR NEW.CONCRETE
SLAB IN GOOD CONDITION
G:\11x17\FLOR-EXT\4TEM04-13ONT
PIERS OR FTINGS I
PER LOCALOOCODE.k4 1° MIN. ® 1/4°0
ANCHORS
BEARING WALL SECTION 9
1/4'xrLow LmGIs I
ffiu MEOF
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MPH WIND SPEEDS BEARING
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REINFORCING AND ATTACHMENT DETAIL
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ATTACHMENT DETAIL
Saar
mmsmWE a ROOF
PANEL SPLICE CG GENERAL
NOTES & SPECIFICATIONS SHOWN
ON DRAWING NCL 41EM04 OR UNDER A CODE —APPROVED EXISTING ROOF. 2.
DESIGN LOADS SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 20D4 FLORIDA
BUILDING CODE AND THE 2004 FLORIDA RESIDENTIAL CODE 3.
FASTENERS SCREMS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, ZINC
PLATED, GALVANIZED STEEL OR 2024-74 ALUlWAd. DO NOT USE ALUMINUM
FASTENERS ON ACQ TREATED LUMBER. 4.
ALL STRUCTURAL COMPONENTS OF THIS SUNROM SYSTEM (EXCEPT SOLID PANELS)
ARE OF ALLOY & TEMPER 6053-78 UNLESS SPECIFICALLY NOTED OTHERWISE.
5.
ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUELECT TO WATER
INTRUSION SHALL BE FULLY CAULKED. 8
OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF MIPERRED GLASS
WITH k MINIMUM THICKNESS OF 1/8 INCH THAT COMPLIES PATH THE CODE. 7.
WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE RESIDENCE
THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE (STUDS, HEADERS,
BEAMS ETC.) SHALL BE VERIFIED BY AN IRDEPENDENT SOURCE FOR THE
ATTACHMENT W THE RIDGE BEAM. THE ADEQUACY OF THE EXISIING FRAMING M
NOT A PART OF THIS DESIGN OR APPROVAL 8.
THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS REQUIRED
BY THE 2004 FLORIDA BUILDING CODE.' 9.
ALL AUA9NUM IN CONTACT WITH DISSQAILAR MATERIALS SHALL BE PROTECTED PER
THE 2004 RORIDA BUILDING CODE 10.
EXPANSION ANCHORS SHALL BE 'HILT1 KWIK-BOLT I° ANC HORS, 'TRU—FAST ZAMAC NAILIN',
TAPCON FASTENERS OR EQUIVALENT. THE 1/4'0 ANCHORS SHALL HAVE A
WNUM TENSION VALUE IN CONCRETE OF 565 POUNDS. WOOD LAGS SHALL BE 1/
4° BY 3' GALVANIZED LAG BOLTS 11.
ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. 12.
SEE TABLES ON SHEET 410M FOR DESIGN WIC LOADS. 11
ASPHALT SHINGLES OR LIGHT WEIGHT 11LE SHINGLES NOT EXCEEDING 7 POUNDS PER
SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS IN ACCORDANCE WITH TAS
1004% TEST PROCEDURE FOR MID DRIVEN RAIN RESISTANCE OF DWON11NUOUS ROOF
SYMS, TEST REPORT DATED .AM 5, 200& 14.
ALL OPERATING GAZING PRODUCTSSUPPLIEDBY TEIIO, INC INCLUDE TEMPERED HPG-2000
GLM THAT CONFORIAS IM THE 2004 RDRIOA BUILDING CODE TABLE "A".
MAXIMUM ROOF PANEL SPANS'
DESIGN PANEL
DESIGNATLON LOAD T-
3--2-32 T-4.25-2-32 T=6-2-32 10, 30
PSF LIVE LOAD
13'-3» 14'-5" 18,-0" 130 MPH
WIND MAXIMUM PANEL
OVERHANG 1S 1'-6" MINIMUM ROOF
PANEL SLOPE IS 2% e co
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2.
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FEBRUARY
06,
2008 am= A
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12x4° SMS W/3/4° O.D. ALUMINUM WASHER , 2182
do NEOPRENE INSERT SPACED A 6° O.C. L=J-j -- 4
CONTINUOUS PANEL GUTTER
W/#B SMS ® 127O.C. TOP &
BOTTOM TO ROOF PANEL
WALL CAP EXPANDER /
WALL CAP EXPANDER SHALL
BEAR FIRMLY ON MULLION
SECTION PRIOR TO INSTAL—
LATION OF FASTENERS
1/4°0 TAPCON SCREW
130 MPH WIND SPEEDS
LOCATE 1—ANCHOR 2-1/4° EACH
SIDE OF MULLION AND AT 160 O.C.
BETWEEN EACH MULLION.
WALL BASE EXPANDER —
SAME AS BEARING EXPANDER
TO MULLION
WALL BASE EXPANDER
SPLICE TO BE 87.MINIMUM
FROM VERTICAL MULLION
EXIST. OR NEW CONCRETE
SLAB IN GOOD CONDITION
G:\11 x17\FL0R-EXT\SHUTTERDETAIL
L—&1aw —1 1--ate—
HURRICANE WALL CAP HURRICANE WALL BASE Q
leas gal
2-#8 TEK SCREWS '
EACH SIDE OF MULLION_
130 MPH WIND SPEEDS PANEL TO BE ENGINEERED IN ACCORDANCE IWTH L B
STATE AND LOCAL BUILDING REQUIREMENTS. T g
HURRICANE
D ANDEER
STORM PANEL
MM
YAX OVERRAN FLORIDA CL
APPROVED
SHUTTER v`R MACHINE SCREW OR StAROomWALL
WASHERED WINGNUT MIWOSPACINGTOBEDETERMINED
WINDOW z PER INDIVIDUAL INSTALLATION.
HEADER z
i?7
Z
ENGINEERED 90 DEGREE 4* MAX VcnCORNERANGLEf.
CORNER DETAIL . )
chi
WINDOW
SILL 51Ni009 V LL o
2
MACHINE SCREW OR
WASHERED WINGNUT
HURRICANE S2 _ SPACING TO BE DETERMINED
WALL BASE .PER INDIVIDUAL INSTALLATION.
EXPANDER
00 ENGINEERED 48 DEGREE
CORNER ANGLE o JCORNER4 NIX.
4. M CORNER DETAIL _ I—.
GENERAL NOTES: Lo
N
2 1/2° MIN. 01/4°0 coiii -Q
PIERS OR FOOTINGS TAPCON CONCRETE SCREW ' Cl
PER LOCAL CODE. 1. THE SHUTTER SYSTEM DETAIL HERE]N IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE c.> Q
IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED DAM
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. FEBRUARY 06, 2008
OHMS A. CLANCY. PE
601 A548RY AWE
NA n^ w 0R1
2 ALL BOLTS AND WASHERS SHALL BE ZINC COATED, GALVANIZED OR STAINLESS STEEL R 7BEARINGWALLSECTIONWITHHURRICANESHUTTER3. PANEL TO BE ENGINEERED IN ACCORDANCE WITH FLORIDA STATE AND LOCAL BUILDING REQUIREMENTS
F
i9
Wind Calculations for Standard Mullions (206 & 306)
Wind Speed (80, 90, 100, 110, 120, 130, 140, 150) 130
Exposure (B, C, D) B
Calculated Wind Pressure 27
Male -Female Mullion Male -Stud -Female Mullion
Maximum Mullion Height(ft) 7
Centroid (in) 1.8282
Moment of Inertia (in-4) 1.3283
Section Modulus (in^3) 0.7266
Calculated Moment (lb*in) 9922.5
Allowable Fb (psi) 15000
Calculated fb 13656.07
Section OK
G:\11 x17\FLOR—EXT\4TEM0513ONT
Maximum Mullion Height(ft) 10
Centroid (in) 1.8264
Moment of Inertia (in-4) 2.4763-
Section Modulus (in-3) 1.3558
Calculated Moment (Ib*in) 20250
Allowable Fb (psi) 15000
Calculated fb 14935.83
Section OK
Male -Raceway -Female Mullion
Maximum Mullion Height(ft) 11
Centroid (in) 1.8502
Moment of Inertia (in-4) 3.7152
Section Modulus (in^3) 2.0080
Calculated Moment (Ib*in) 24502.5
Allowable Fb (psi) 13500
Calculated fb 12202.44
Section OK
oil,
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FEBRUARY 06, 2008
AWES A. C ANCY. P[ ' W AWIAY AWE
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M CMQ 7 0{ PAECsaUL D/
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4TEM05
39
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