HomeMy WebLinkAbout1003 Mulberry AvePermit .' UA - k a \ y
Job Address:
CITY OF SANFORD PERMIT APPLICATION
Description of Work: lyl. tall \C-0--
Historic District: Zoning: _
Date:
Fc- 3z-7- I
L"
Value of Work: S S%
Permit Type: Building 'Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Altemtion Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: s F •t # of Stories: Z- # of Dwelling Units: I Flood Zone: (FEMA form required for other than X)
Parcel #: Z & - '7 - So. V' w' d OZD (Attach Proof of Ownership & Legal Description)
Owners Name & Address: P ?%KI t IL (g Lt.. rwsr'
Phone:
Contractor Name & Address: PArlow'L H O"faSiff g GQ4s 34 a
SW 440A.ea e! o:i jfE in t•jT. ? . Fa, State License Number: CGCc.)55101
Zhooa& Fax: Yam—% - 3--'%Q - f 'D*-f- Contact Person: 69 Zi^tl a7 Phone: &•7 -335' 13-1 OC)
Bonding Company: AIIA
Address:
Mortgage Lender: :
Address:
Architect/Engineer: N R Phone:
Address: / Fax:
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 mat standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property 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 'fication that I will notify the owner of the property of the requirements of Florida L' w, F
Signature of Owner/Agent Date Signature o Contractor/Age Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY
Special Conditions:
Bldg: 2Jr Zoning:
initial '& Date
d' 46{ 'WAlr v=
Pri Cntracto/
Ager
mDate am-S r *
MY COMMISSION I DO 16428D EXPIRES:
November 12, 2006 ContractoSAPP
0B0"
e lid I19119tSIft Me or Produced
ID sen, ? S3 Zi Q(Q to Q O a I -Q Initial &
Date) Utilities:
FD: Initial &
Date) (Initial & Date)
6—W-1 Y96 4 : 24PM FROM P. 1
CITY OF SANFORD PERMIT APPLICATION
Permit No.:
Job Address:
all
Permit Type: Building Electrical Mecbanteal Plumbing Pare Alarm/Sprinkler.
Description of Work: Mzi,:4 . , y F. Sh c1G C
T
Additional Information for. Electrical & Plumbing Permits
Electrical: _Addhion/Alteration _Change of Service `Tornpornry Pole _New AMP Service (# of A1viPS •_)
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water lk Sewer Drainage Linea Number of Gas Lines
Occupancy Type: Residential _Commercial _ Industrial Tots Sq Fig; Value of Work: S
Type of Construction: Flood Zone: . Number of Stories; Number of Dwelling Units:
Parcel No.: • 7, (Atta:h Proof of Ownersbip& Legal Description)
Owner/Address/Phone: Ar, -Z s: IV e r, _ 1 9 11 D.•.c a a. A, n,
Contractor/AddrenlPhone:
t JLJ L 3 M -3% -x TA i A c%A `—q Y Y )=I State License Number: %10a. Contact Person: G4 4 alink. C tnr2e't Phone & Pax Number: • 5 Title
Holder (If other than Owner), C) / a Address:
Bonding
Coatpany: Address:
Mortgage
Lender: Address:
ArchlteaSngineer
Phone
No.: Address:
Fax
No.: APplieatfon
is hereby made to obtain a permit to do the work and installations as indicatod, I certify that no work or installation has commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, acid AIR CONDITIONERS, etc, OWNER'
S AFFIDAVIT: I cerdfy that all of the foregoing information is aoourate and that all work will be done in cumpliance with allapplicablelawsregulatingconstructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAYRESULTINYOURPAYINGTWICEFORMROVEMENTSTOYOURPROPERTY. IF YOU INTENDTOOBTAINFINANCIN9, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICEOFCONOENCEMENT. t c
OICI: lr. addition to the requirements of this permit, there may be additional restrictions applicable to this property- that maybe oundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental c ntitiea such as watermanagementdistricts, atetc agencies, or federal agencies. Acceptance
of permit is verification that 1 will notify the owrer of thepproperty of the requlrements of Florida Lion Law, FS 713. Sign
P0wner/Ag t Date Signature of Contract gent Date r=
Owner/A era's Nate cj—a L 1 CSC k I—
P
a ert's Name z
a Sign
of N -State of Fl Date Si GERADW. MCK Y II ' E QAS$m{ twilida Date Notary
Public, State of Florida Notary Public, State of Florida My
Comm. exp. Nov. 11, 2007 My comm, exp. July 23, 2006 Comm,
No. DD 23048 Comm. No. DD 112241 Owner/
Agent is Personally Known to Me or Contractor/Agent is Per ACProduoodID ,o•— Produced
m sonally
Known to Me or. APPLICATION
APPROVED BY: Special
Conditions:
10 oc}uuiviC; %_,VU11Ly F1VFV1Ly r1YYiaiaci IUCL iiuviuiauvii vy raiv i ivwiivci i arc, i vi i
Ilkrd
Ir i i ,S Back+ iPARCELDETAIL
P s
4 i
WV 10TH ST
sc,iftinute {.o4 my
sr,
es A
Sanford 1,1, 12771
41t7-(tBiPr-7 $(}h
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 26-19-30-505-0100-0020 Tax District: S1-SANFORD Number of Buildings: 1
ROSS HEZEKIAH & 00- Depreciated Bldg Value: $78,566
EOwner: LELIA M Exemptions: HOMESTEAD Depreciated EXFT Value: $269
Address: 1003 S MULBERRY AVE Land Value (Market): $4,822
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 1003 MULBERRY AVE SANFORD 32771 Just/Market Value: $83,657
Subdivision Name: MEISCHS SUBD Assessed Value (SOH): $70,041
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $45,041
2003 VALUE SUMMARY
Tax Value(without SOH): $1,116
SALES 2003 Tax Bill Amount: $912
Deed Date Book Page Amount Vac/Imp Savings Due To SOH: $203
Find Comparable Sales within this Subdivision 2003 Taxable Value: $43,735
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth
Land Unit Land
g p Units Price Value
LEG LOT 2 BLK 1 & W 7 FT OF VACD ALLEY ADJ
ON E MEISCHS SUBD
FRONT FOOT & 57 128 .000 90.00 $4,822 PB 3 PG 84
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1954 9 2,670 1,728 BRICK+WOOD COMBO $78,566 $92,978
Appendage / Sgft ENCLOSED PORCH FINISHED / 171
Appendage / Sgft ENCLOSED PORCH FINISHED / 198
Appendage / Sgft OPEN PORCH FINISHED / 90
Appendage / Sgft GARAGE FINISHED / 483
Appendage / Sgft UPPER STORY FINISHED / 627
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
WOOD UTILITY BLDG 1970 112 $269 $672
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
urposes.
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=26193050501000... 2/11 /2004
r
NA'IIONAL
HoMECRAJ1,M
of Central Florida
800 Harold Avenue
Winter Park, FL 32789-4646
Contract Amount $
Down Payment $
Amount of Consolidation $ --
Total Balance $ 6. !I/p
Phone: (407) 339-3700 * Fax: (407) 339-1225 * Toll Free (877) 929-3700
I/We the owner(s) of the premises mentioned below, hereby engage and hire you as the contractor, to furnish and install all necessary materials and labor, to
install, construct and place the improvement . cording to the following specifications, terms and conditions, on and in the premises below described which we
warrant and represent that we have good re t' le as to owners in our name. /4?
Owner's Name(s) OS5 Phone 4D rl J
Address / StateZip J I
YD tion of Work"fotbe doe and materials to be used-
p emove existing roofing material from surface of roof and dry in with 30# felt paper.
P C Remove existing eave drip from perimeter of Oome, and replace rotten wood where deemed necessary by contractor.
up to ) ( sheets of plywood and/or linear feet of lumber. (Aber oot)
ove
and replace/discard existing skylights PR_*6emoveexisting off ridge vents, turbine vents from roof surface and sheet holes. Install
Fi-Foil radiant barrier on entire sloped surface of roof. tall
20 gauge metal purlins; 1" EPS insulation with radiant barrier and taped seams on ent ire sloped surface of roof. Install
29 gauge Solarshield metal roof system on en ped s ac oof including plumbing boots, flashin ' s, eave fIrlp,
square vents, and ridge caps. Color to be: c. bpi, .iv id C
btain all necessary building permits. U F
move
construction debris from job site. tA — ik- oernish
lifetime labor and ye r manufacturers material warranties. sg'(GY
Down payment of $ received and balance of $ ae upon completion of described work,
wner shall
be responsible for removal and re -installation of any solar heating panels and satellite dish receivers. wner may
have ridge of home vented at their request for up to 1 year from installation of roof. Contractor has
public liability insurance. All sub -contractors have certificate of insurance or exemption, at the time services are rendered. The undersigned
contractor agrees to sell and the undersigned buyer(s) (jointly and severally, if more than one) agrees to purchase the above described goods and services
which are to be furnished or used in the modernization, rehabilitation, repair, alteration, or improvement of the real property located at buyer's address given
above, National Homecraft reserves the 'ght to assign this contract to another Licensed Contractor at it's discretion. Approximate Start
Date 3;Approximate Completion Date U rV 5Loan Proposal
Buyer(s)
may request seller to arrange a loan in the amount necessary to cover the price under this agreement. If the seller is unable to arrange such a loan, this contract is
automatically terminated. Because of
the large number of sources where the seller may arrange such a loan, and because each of them has various methods of computing the loan cost, it is impossible
to furnish a full disclosure statement as required by law, until such time as seller is able to obtain an "Agreement to Loan" from one or another financial source.
If the buyer(s) should request the seller to arrange a loan, a fill disclosure statement will be furnished immediately upon obtaining an "Agreement to Loan".
An "Agreement to loan" from another financial source is customarily secured by Tortgage of real estate. Based on
the terms of this contract, the repayment of the loan is approximately months and the monthly payments are approximately $ per month, (
excluding insurance, points, appraisals, property reports, etc. which may or may not be part of your loan, but including finance charges/interest based on the
terms of this contract. Notice to
Owner A. Do
not sign this home improvement contract in blank. B. You
are entitled to a copy of this contract at the time you sign. Keep it to protect your legal rights. C. This
home improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed on if you fail to pay. Be sure you understand
all provisions of the contract before you sign. D. This
contract is subject to review and approval by management of National Homecraft and is not valid until approved. Construction Industries
Recovery Fund
CLASSIC
RIB PANEL
Metal Roofing System
OF
800 HAROLD AVE.
WINTER PARK, FL.32789'
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED - 120MPH.
2. WIND IMPORTANCE FACTOR - 1.0
3. WIND EXPOSURE - CATEGORY (B)
4. INTERNAL PRESSURE COEFFICIENT = .18
5. COMPONENTS AND CLADDING - (27.19/- 36.43)PSF
STRUCTURAL DESIGN SERVICES
531 South S.R. 434 Suite 2005
Altamonte Springs, FL 32714
SDS Phone (407) 290-2799
fax (407) 290-2953
WP120
Ken Ehlers, P. E.
Licensed Professional
Engineer No. 18243
531 S. SR, 434, STE. 2005
Altamonte Springs, FL 32714
Phone (407)-290-2799
P
Y v,.•G IFIC,jrE;. 9N
a : No.1a243
SATE of
TABLE OF CONTENTS
GENERALTER.............................................................................................................1
INSTALLATION INFORMATION ............................................. 2
INTERMEDIATE LOCATION CONNECTION......................................................3
EAVE / OVERHANG CONNECTIQN..........................................................................4
RAKE / GABLE CONNECTION............................•--------...........----.......-----------...._•------ 5 AND 5A
RIDGECONNECTIQN. .....................................................................................................0
HIPCONNECTIQNI- ............................................................................................................. 7
VALLEY PITCH BREAK CONNECTION................................................................8
SPECIFICATIONS .............................................. ............
SECTION PROPERTIES & LOAD TABLES .................................. 10..._-....---..-___--.10
SIDEWALL FLASHING DETAIL .................. 1
HEADWALL FLASHING DETA1L ............................ 12
ROOF SLOPE 1:12 TO 2:12........................................................................................13
METAL ROOF PIPE FLASHING.................................................................................14
GOOSENECK VENT INSTALATION .......................................................... 15 .
METAL ROOF LEAD BOOT FLASHING ...................../-/`J-j-/03—.......... 16
CLASSIC Ken Ehlers, P. E.
RIB PANEL
Licensed Professional
En 'Weer No. 18243
Meta! Roofing System 531 S. SR. 434 STE. 2005A10UINEFRAFAltamonteSprings, FL 32714
407)-290-2799 " aF 'Q,
p' ryPhoneNOTE: ORD*.• `,
OF CENTRAL FLORIDA, INC. THIS STRUCTURE HAS BEEN DESIGNED
8TERPARlo TO MEET OR EXCEED THE 120 M.P.H.
L.32VE. WINTER PARK, FL.32789 WIND REQUIREMENTS OF SEC. 1606 OF
THE FLORIDA BUILDING CODE 2001 EDITION.
FOR MORE INFORMATION ABOUT THIS AND OTHER PRODUCTS VISIT: Corporate Office
812)248-1fl35
wwwint"".Com
GENERALTERMS
1. RAKE / GABLE
2. EAVE / OVERHANG
3. CHIMNEY
4. CRICKET
5. VALLEY
6. RIDGE
7. HIP RIDGE
8. ENDWALL FLASH
9. PITCH BREAK
10. SIDEWALL FLASH
Al 10FrF0. Iti
OF CENTRAL FLORIDA, INC.
600 HAROLD AVE,
WINTER PARK, FL.32789
Page
1
f
CLASSIC Ken Ehlers, P. E.
RIB PANEL Licensed Professional
Engineer No. 18243•..E•...,, F ',
Metal Roofing S stem9Y 531 S. SR. 434, STE. 2005 y r':TI IC,T ,, RN', Altamonte Springs, FL 32714 No. 18243 • -
Phone (407)-290-2799
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
7° sure of
ff'OpD,.•.`,
TO MEET OR EXCEED THE 120 M.P.H. WINO
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
INSTALLATION INFORMATION
STITCH SCREW
WOODSCREW
WOODSCREW
I
WOODSCREW
STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.)
1 1
FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS,
I I I I
SLOPE ....................... The minimum recomended slope for any Classic Rib Panel roofing panel Is 3:12. Lesser slopes must use an extended valleyandflasshingsystem, but no roof slope shall be less than 1:12.
SUBSTRUCTURE........... Classic Rlb Panel Is designed to be utilized over open structural framing, but can easily be used with a solid substrate. To avoid panel distortion, use a properly alligned and unifrom substructure.
COVERAGE ................. Classic Rib Panel panels are available In a 36' with a 5/8' rib height.
LENGTH Lenghls under 4'-0' are available with some cutting restrictions. Maximun recomended panel length Is 45'-0'.
Longer panels require addittional consideration In packaging, shipping, and erection. Consult Metal Sales for Recommendations. AVAILABILITY...............29 guage.
APPLICATION ............... Commercial, Architectural, and Residential panel.
FASTENING SYSTEM...... Direct Fasten (exposed)
FASTENERS. ................ The fastener selection guide should be consulted for choosing proper fasteners for specific applications. Quantityandtypeoffastenermustmeetnecessaryloadingandcoderequirements.
MATERIALS .............. .... Galvalume or Galvanized.
FINISH ............. ........... Colorfast 25 . See Solutions brochure for color selectlon.Consideratlons for crushing of bearing surface may be required.
CLASSIC Ken Ehlers, P. E.
RIB PANEL Licensed Professional
Engineer No. 18243
NA Metal Roofing System 531 S. SR. 434, STE. 2005 S '9 '- SEA Alt: •. r , s
Altamonte Springs, FL 32714 - _ ; No. 18243 _ - rH(VIECRAF Phone (407)-290-2799 -
VIV R4
OF CENTRAL FLORIDA, INC.
q'
SATE OFNOTE: ' >' `
THIS STRUCTURE HAS BEEN DESIGNED J, ., •,. to
800 TO MEET OR EXCEED THE 120 M.P.H. WIND " '/0'w V \
WINTER PARK, FL.3WINTERPARK, FL.327t39 REQUIREMENTS OF SEC. 1606 OF THE "
FLORIDA BUILDING CODE 2001 EDITION.
Page
2
INTERMEDIATE LOCATION CONNECTION
5) #10 x 1" SMS W/
EPDM WASHER
PAINTED TO MATCH ROOF
PRO -PANEL II
ROOF PANEL-
W
O?-
ass s
EXISTING ASPHALT
ROOF SHINGLES
ROOF DECKING
3/4" x 1" x 1-3/4" x 20GA. STEEL
Z" PURLIN. 48" O.C. ANCHORED
THROUGH EXISTING ASPHALT
ROOFING INTO ROOF DECKING w/
10 x 1" SMS OR EQUIVALENT
ALL PURPOSE SCREW, PER SCHEDULE
SEE PAGE 9.
CROSS SECTION OF TYPICAL INTERMEDIATE LOCATION
OVER EXISTING SHINGLED ROOF O4:;-N-EW WO-O-D-R-9.O.F—DE.C_K
PRO -PANEL II #
10 x 1" ROOF PANEL Z_WOOD ZAC
OT : €b4S l AP LEX NAILS
ON FELT PAPER T ID 'h®ATION T
ROOF PAN
RAe+ANOR
EPS FOAM INSULATION SUBSTRUCTURE
NOTES: TAPE ALL JOINTS OF EPS FOAM INSULATION BOARD USING 2" WIDE FOIL TAPE
CLASSIC Ken Ehlers, P. E.
RIB PANEL Licensed Professional "' , ,
Engineer No. 18243 .. "
A110 Metal Roofing System 531 S. SR. 434 STE. 2005 " ZWe T. ,
Altamonte Springs, FL 32714 r
oVIE RAF V. Phone (407)-290-2799 No. 182a3 -
po., OF CENTRAL FLORIDA, INC.
NOTE: SItTEOF
THIS STRUCTURE HAS BEEN DESIGNED
800 HAROLD AVE. TO MEET OR EXCEED THE 120 M.P.H. WIND HAIWINTERPARK, FL.32789 REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION. Page
3
Al EAVE /OVERHANG CONNECTION
CLASSIC RIB
ROOF PANEL
3" WIDE FACE 26 GA.
DRIP EDGE ATTACHED TO
TOP SIDE OF "Z" PRULIN
w/ PANCAKE HEAD FASTENER.
4) FASTENERS PER 12'-0" SECTION.
EXISTING ASPHALT
ROOF SHINGLES
ROOF DECKING
3/4" x 1" x 1-3/4" x 20GA. STEEL
Z" PURLIN. 48" O.C. ANCHORED
THROUGH EXISTING ASPHALT
ROOFING INTO ROOF DECKING w/
10 x 1" SMS OR EQUIVALENT
ALL PURPOSE SCREW, PER SCHEDULE
SEE PAGE 9.
CROSS SECTION OF TYPICAL EAVE / OVERHANG
OVER EXISTING SHINGLED ROOF 9R K
CLASSIC RIB
ROOF PANEL
10x1"
WOOD ZAC
DRIP EDGE
B ''n rv—r-fsi FCFcrE R'
PS FOAM INSULATION
SUBSTRUCTURE
NOTES:
1. Tape all joints of eps foam insulation board using 2" wide foil tape,
including the top edge of the drip edge.
2. Attach drip edge to roof deck w/ pankcake head fasteners.(4) per 12'-0" section.
3. Attach panel at eave with #10 x 1" wood zacs, per manufacturers specifications.
4. Drip edge is used as a decrative coping and is non structural
1/4" min. lap on splice joints.
CLASSIC Ken Ehlers, P. E.
RIB PANEL
Licensed Professional
Engineer No. 18243
NA Metal Roofing System 531 S. SR.434, STE.2005
10 _ Altamonte Springs, FL 32714 No.18243
HE I Phone (407)-290-2799
suTEc FRt1 RW
OF CENTRAL FLORIDA. INC.
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
4:
o`•.. r -
foRD.';'
gHAI
e00 LoAVE,
TO MEET OR EXCEED THE 120 M.P.H. WIND
REQUIREMENTS OF SEC. 1606 OF THEWINTERTERPARK. FLORIDA
BUILDING CODE 2001 EDITION. Page
RAKE / GABLE CONNECTION
CLASSIC RIB
RAKE TRIM ROOF PANEL
J" CHANNEL
EPS FOAM INSULATION
ROOF DECKING
10 x 1" SMS OR EQUIVALENT
ALL PURPOSE SCREW
PANCAKE HEAD FASTENER
CROSS SECTION OF TYPICAL RAKE / GABLE
OVER EXISTING SHINGLED ROOF E gF-5-eCK
RAKE Tf
J" CHAI
DRIP EDGE
NOTES:
CLASSIC RIB
ROOF PANEL #
10 x 1"
1. Tape all joints of eps foam insulation board using 2" wide foil tape,
including the top edge of the drip / rake trim.
I It
EPS FOAM INSULATION
3STRUCTURE
2. Install rake trim to top side of drip trim and flush on outside edge.
Allow rake trim to overhang 1" on eave of roof or equal measurement of roof panel overhang.
CLASSIC Ken Ehlers, P. E.
RIB PANEL Licensed Professional
Engineer No. 18243 e R c ''
A to Meta/ Roofing System 531 S. SR. 434 STE. 2005
a "
A
Altamonte Springs, FL 32714 = r ' E a =
No. 18243 . • - PhoneYIE 407)-290-2799
r
OF CENTRAL FLORIDA, INC.
NOTE: ='
o`
suTE OF
THIS STRUCTURE HAS BEEN DESIGNED
8FiARER TO MEET OR EXCEED THE 120 M.P.H. WIND WINTERPARRK,K, FL.32769 32REQUIREMENTS OF SEC. 1606 OF THE FLORIDA
BUILDING CODE 2001 EDITION. Page----
7 5
RAKE / GABLE CONNECTION ON SOLID DECKI
CLASSIC RIB
ROOF PANEL
RAKE TRIM
J" CHANNEL
DRIP EDGE
SOLID ROOF DECKING
10 x 1" SMS OR EQUIVALE Z
ALL PURPOSE SCREW 4' .C.
CROSS SECTION OF TYPICAL RAGABLE OVER
EXISTING OR NEW WOOD ROOF;E CLASSIC
RIB #11" SMS OR EQUIVALENT ROOF PANEL /
ALPURPOSE SCREW 4' O.C. RAKE TRIM ,
J" CHANNEL
DRIP EDGE
NOTES: SOLID
ROOF
DECKING 1. Tape
all joints of eps foam insulation boar using 2" wide foil tape, including the
top edge of the drip / rake trim 2. Install
rake trim to top side of drip trimnd flush on outside edge. Allow rake
trim to overhang 1" on eave f roof or equal measurement of roof panel overhang. SSIC Ken
Ehlers, P. E. CL PANEL
Licensed Professional
Engineer .•• ••• F , No. 18243 '
T - G rF
Nal I0 Me al Roofing System 521 SR
434 • •' ' No. 18243 =
Altamonte Springs,
FL 32714 = HOMECRAF ti
Phone (407)
682-4187 : ,'. SATFOF cif` 600
HAROLDAVE. WINTER PARK,
FL. NOTE: : '•.2ORD , .''`
THIS STRUCTURE
HAS BEEN DESIGNED J ^' TO MEET
OR EXCEED THE 120 M.P.H. WIND , s OkAl • 32789 REQUIREMENTSOF
SEC. 1606 OF THE i FLORIDA BUILDING
CODE 2001 EDITION. Page 5A
Aw
CLASSIC RIB.
ROOFPANEL
RIDGE CONNECTION
5 OR
RP
s
E 9D_I.ANT—BAR-R-hER
G4FbEPS INSULATION
RIDGE FLASHING
ROOF DECKIN
10 x 1-1/2"
WOOD ZAC
CROSS SECTION OF TYPICAL RIDGE CONNECTION
OVER EXISTING SHINGLED ROOF OFF-NEW-W6
10 x 1-1/2"
WOOD ZAC
CLASSIC RIB
ROOF PANEL --
6R-EPS INSULATION
SUBSTRUCTURE
NOTES:
1. Stop panels 2" from center line of ridge.
2• When ridge substructure has been removed for ventilation, install
synthetic baffle material in open area.
INI
TRUSS OR RAFTER
3. Attach ridge flash with #10 x 1-1/2" Wood Zac fasteners 18" O.C.
Install fasteners at every other high rib in the panel to avoid dimpling the ridge flashing.
C LAS S I C Ken Ehlers, P. E.
Licensed Professional
E ,
RIB PANEL, Engineer No. 18243 F ,
9531S. SR. 434, STE. 2005
NHI 10 Meta/ Roofing Syste Altamonte Springs, FL 32714 No. 18243 . -
rp Phone (407)-290-2799
suhaF HOMECPX ,. NOTE: THIS
STRUCTURE HAS BEEN DESIGNED A
f
s/ONAI aooHAROLoAVE. TO MEET OR EXCEED THE 120 M.P.H. WIND E WINTER
PARK, FL, 32789 REQUIREMENTS OF SEC. 1606 OF THE FLORIDA
BUILDING CODE 2001 EDITION. Page
6
HIP RIDGE CONNECTION
CLASSIC RIB
ROOF PANEL
RADIANT BARRIER
OR EPS INSULATION
RIDGE / FLASHING
ROOF DECKI
10 x -1/2"
WO D ZAC
CROSS SECTION OF TYPICAL iIP RIDGE CONNECTION
OVER EXISTING SHINGLED ROOF O /NEW WOOD ROOF DECK
RIDGE / HIP FLASHING
10 x 1-1/2"
WOOD ZAC mar, .6 MR
CLASSIC RIB
ROOF PANEL
RADIANT BARRIER -
OR EPS INSULATION
NOTES:
1. Bevel cut panels to match slope of hip and install.
SUBSTRUCTURE
2. When hip ridge substructu e has been removed for ventilation,install
synthetic baffle material in en area.
3. Attach ridge flash with 10 x 1-1/2" Wood Zac fasteners 18" O.C.
Install fasteners at eve other high rib in the panel to avoid dimpling the ridge flashing.
Ken Ehlers, P. E. CLASSIC Licensed Professional
Egineer No.
RIB PANEL 53n1 S. SR.. 434,
8243
STE. 2005
NAI IQMeta/ Roofing SystemAltamonte Springs, FL 32714 p
Phone (
407)-290-2799 HQMECRAF1,.
NOTE THIS
STRUCTURE HAS BEEN DESIGNED 800
HAROLD AVE. TO MEET OR EXCEED THE 120 M.P.H. WIND WINTER
PARK, FL. 32789 REQUIREMENTS OF SEC, 1606 OF THE FLORIDA
BUILDING CODE 2001 EDITION. Page
7
s
i
No.18243 ro
SUTE OF CORD/
J
08Al E\
X VALLEY CONNECTION
CLASSIC RIB
ROOF PANEL
R,4B 'BaRfRtE-R
GI-R EPS INSULATION
NOTES:
VALLEY FLASHING
10 x 1-1/2"
WOOD ZAC
ROOF DECKING
CROSS SECTION OF TYPICAL VALLEY CONNECTION
OVER EXISTING SHINGLED ROOF Of- NEW-Wefl&9-RQ-0ZD_E.CK
RA-E Pd--B-*R-R-I-E-f
944-EPS INSULATI
SUBSTRUCTURE
VALLEY T L-r l 111\41-D
CLASSIC RIB
ROOF PANEL
1/2"
ZA C
1. Bevel cut panels to match slope of valley and install,
2. When valley substructure has been removed for ventilation, install
synthetic baffle material in open area.
3. Attach valley flashing with #10 x 1-112" Wood Zac fasteners 18" O.C.
Install fasteners at every other high rib in the panel to avoid dimpling the flashing
Ken Ehlers, P. E.
CLASS IC Licensed Professional
Engineer No. 18243 ..... H• e ''
RIB PANEL 531 S. SR. 434, STE. 2005
NAI Altamonte Springs, FL 32714 = . ; No. 18243
Metal Roofing System Phone (407)-290-2799
OMECRAF I.
STATE OF _
NOTE:
R° THIS STRUCTURE HAS BEEN DESIGNED
TO
800 HAROLD AVE.
MEET OR EXCEED THE 120 M.P.H. WIND
REQUIREMENTS OF SEC. 1606 OF THEWINTERPARK, FL 32789
FLORIDA BUILDING CODE 2001 EDITION.
Page
QnTS
v SCHEDULE OF ANCHOR SPACING FOR Z - PURLIN FRAMING
1. SCHEDULE OF # 10 SCREW SPACING INTO TRUSSES
WIND ZONE / APPLIED LOAD
VALUES LISTED ARE MPH / # / SF RESPECTIVELY
Z - BAR LOCATION ROOF 120 / 29 135/ 37 140 / 40
A. EDGE OR RIDGE 1 @ 2'-0" 1 @ 2'-0" 2 @ 2'-0"
B. INTERIOR PURLINS 2 @ 2'-0" 2 @ 2'-0"
SCHEDULE OF # 10 SCREW SPACING INTO 1/2" 4-PLY CDX, 7/16" OSB.
OR 3/4" SOLID WOOD DECKING.
WIND ZONE / APPLIED LOAD
VALUES LISTED ARE MPH / # / SF RESPECTIVELY
Z - BAR LOCATION ON ROOF 120 / 29 135 / 37 140 / 40
A. EDGE OR RIDGE 11" O. C. 10" O. C. 8" O. C.
B. INTERIOR PURLINS 6" O. C. 6" O. C. 4" O. C.
3. SCH'EDULE OF # 12 SCREW SPACING INTO TRUSSES
WIND ZONE / APPLIED LOAD
VALUES LISTED ARE MPH / # / SF RESPECTIVELY
Z - BAR LOCATION--&N ROOF 120 / 29 135/ 37 140 / 40
A. EDGE OR RIDGE 1 @ 2'-0" 1 @ 2'-0" 1 @ 2'-0"
B. INTERIOR PURLINS u 2 @ 2'-0"
4. SCHEDULE OF # 12 SCREW SPACING INTO 1/2" 4-PLY CDX, 7/16" OSB.
OR 3 4" SOLID WOOD DECKING.
WINO ZONE / APPLIED LOAD
Z - BAR LOCATION ON ROOF 120 / 29
v
135/ 37
n
J140 / 40
yc
A. EDGE OR RIDGE, 12" O. C. 11" O. C. 9" O. C.
B. INTERIOR PURLINS 6" O. C. 6" O. C. 4" O. C.
NOTES.
1. THE TABLES ABOVE ASSUME TRUSS SPACING OF 2'- 0' O. C..
2. MAXIMUM PRULIN SPACING 48- O. C.
3. SCREWS SHALL BE S.M.S. OR MULTIPURPOSE SCREWS AND LENGHT
SHALL BE SUFFICENT TO PENETRATE THE RAFTERS OR TRUSS MEMBERS 1-1/4',
SHEATHING SHALL BE PENETRATED SO THAT THE FULL SCREW DIAMETER IS
EXPOSED AT THE UNDERSIDE OF THE SHEATHING.
Page
NA 110 li
HOME RAF I..
800 HAROLD AVE.
WINTER PARK, FL, 32789
0
CLASSIC
RIB PANEL
Metal Roofing System
Y
Ken Ehlers, P. E.
Licensed Professional
Engineer No. 18243
531 S. SR. 434, STE, 2005
e " F '
Altamonte Springs, FL 32714 No. 18243
Phone (407)-290-2799
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
SLITEOP
TO MEET OR EXCEED THE 120 M.P.H. WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
ALLOWABLE SPANS FOR ROOF PANEL SYSTEMS
SECTION PROPERTIES
PANEL
GUAGE
Ix
DEFLECTION
COEFFICIENT
Sx
BENDING
29 0.0065 0.0140
26 0.0086 0.0159
NOTES: 1. Span based on deflection limit of L / 100.
2. Sx = Ix / Cy
36" x 5/8" x 29 GA. GALVALUME ROOF PANEL
WITH S/4" S(-)I In INSHI ATIC)N RC)ARn
LOAD CONDITIONS SPAN CONDITIONS
WIND LOAD
MPH)
APPLIED
LOAD (# / Sq. Ft.) ONE SPAN TWO SPAN THREE SPAN FOUR SPAN
120 29 4'-0" 4'-0" 4'-0" 4'-0"
130 35 4'-0" 4'-0" 4'-0" 4'-0"
140 40 4'-0" 4'-0" 4'-0" 4'-0"
150 46 2'-9" 2'-9" 2'-11" 2'-11"
160 1 52 2'-7" 2'-7" 2'-9" 2'-9"
6
36" x 5/8" x 26 GA. GALVALUME ROOF PANE
WITH 3/4" SOLID INSULATION BOARD
LOAD CONDITIONS SP,• N CONDITIONS
WIND LOAD
MPH)
APPLIED
LOAD (# / Sq. Ft.) ONE SPAN TWO SPA/ THREE SPAN FOUR SPAN
120 29 4'-0" 4y-O" 4'_0" 4,-0„
130 35 4'-0" 4'-0" 4'_0" 4'-0"
140 40 4'-0" 4'-0" 4'-0" 4,_0„
150 46 3'-2" 3'-2" 3'_7" 3'_5"
160 52 2 1" 2'-11 "
NA-110174
HOMECW71,
800 HAROLD AVE.
WINTER PARK, FL. 32789
Page
10
CLASSIC Ken Ehlers, P. E.
Licensed Professional
ngineer No. 18243RIBPANE531SSR. 434, STE. 2005
Meta/ Roofing Syster7AItamonte Springs, FL 32714
Phone (407)-290-2799
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H. WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Q,'.
P
w No. 18243
o'
STATE OF Q. -
Jiph;Al
N
WALL / CUR
SIDEWALL FLASHING DETAIL
COUNTER FLASHING RINGLET OR
SKYLIGHT FACTORY CURB FLASHING
FASTENER (BY OTHERS)
SIDEWALL FLASHING
FIELD CUT TO HEIGHT)
STITCH SCREW 1'-0" O.C.
TYPICAL)
CONTINIOUS TAPE SEALA
CLASSIC RIB
ROOF PANEL
FLASHING PROFILE
CLASSIC Ken Ehlers, P. E.
Licensed Professional ......
RIB PANEL
E 8
Engineer No. 18243 ......... F .
531 S. SR. 434, STE. 2005
NAI 10 Metal Roofing Syste Altamonte Springs, FL 32714 - .: No. 18243
HnA p OME RAJ.
Phone (407)-290-2799 -
NOTE: = SUTF OP ;
THIS STRUCTURE HAS BEEN DESIGNED Mhl600HAROLDAVE,
WINTER PARK, FL. 32789 TO MEET OR EXCEED THE 120 M.P.H. WIND E
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
Page
11
HEADWALL FLASHING DETAIL
WALL / CUR
FLASHING
PROFILE
NAIIo r
HOME RAF I..
800 HAROLD AVE.
WINTER PARK, FL. 32789
Page
12
4
COUNTER FLASHING RINGLET OR
SKYLIGHT FACTORY CURB FLASHING
FASTENER (BY OTHERS)
HEADWALL FLASHING
FIELD CUT TO HEIGHT)
iEM
STITCH SCREW 1'-0" O.C.
TYPICAL)
CONTINIOUS TAPE SEALANT
SELF DRILLER SCREW
w
Ken Ehlers, P. E.
CLASSIC Licensed Professional
Engineer No. 18243
RIB PANEL 531 S. SR. 434, STE. 2005
Altamonte Springs, FL 32714
Metal Roofing System Phone (407)-290-2799
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H. WIND
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
t ... I"
E H ',
r No.18243
7:,STATE OF
20RlDI..
J
ROOF SLOPE-1:12 to 3:12 SYNTHETIC SOLDERED SEAM
SM5227 "TACKY TAPE" BUTYL TAPE SEALANT
ASTM E 1646 CERTIFIED / AAMA 804.3 & 807.3
WOODSCREW
WOODSCREW
STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.)
FASTENERS RECONE DED AT ONE SIDE OF MAJOR RIBS.
SM5227 "TACK TAPE" BUTYL TAPE SEALANT -
ASTM E 1646 ERTIFIED / AAMA 804.3 & 807.3
1
NA l 10 Z
HOME RAF I-
800 HAROLD AVE.
WINTER PARK, FiagW789
STITCH SCREW
1:12 TO 1.50 :12 12" O.C.
1.51:12 TO 3: 12 24" O.C.
13
DSCREW
CLASSIC Ken Ehlers, P. E.
Licensed Professional
RIB PANE Engineer No. 18243 e " '
F.
531 S. SR. 434, STE. 2005'-
Meta/ Roofing Syster 7 Altamonte Springs, FL 32714 N
No.182a3 '. • .
Phone (407)-290-2799
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
STATF OF .
1,
o
F1 fRpE V`` TO MEET OR EXCEED THE 120 M.P.H. WIND"',,, Al
REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
IVIETAL ROOF PIPE FLASHING
MOUNT PIPE FLASHING ON A CONTINIOUS
BEAD "NP-1"SEALANT TO THE BOTTOM OF
THE BASE, MOLD THE FLEXIBLE BASE TO
THE PANEL CONTOURS AND FASTEN WITH
NA 0
u p
flhif
p ll1YlECI. j
CLASSIC
RIB
PANEL Meta/
Roofing System Ken
Ehlers, P. E. Licensed
Professional Engineer
No. 18243 531
S. SR, 434, STE. 2005 Altamonte
Springs, FL 32714 Phone (
407)-290-2799 NOTE:
THIS
STRUCTURE HAS BEEN DESIGNED EpT
iCgf . R r
No.
t82a3 . • = STATECF
Ff
ORD 800
HAROLD AVE WINTER
PARK, FL. 32789 1—
PageTO
MEET OR EXCEED THE 120 M.P.H. WIND
REQUIREMENTS OF SEC. 1606 OF
THE FLORIDA BUILDING CODE 2001 EDITION. 14
GOOSENECK VENT INSTALLATION
MOUNT GOOSENECK ON A CONTINIOUS
BEAD "NP-1" SEALANT TO SUBSTRATE
AND BETWEEN TOP PERIMETER OF FLASHING
AND CLASSIC RIB PANEL ROOF
CONTINIOUS BEAD "NP-1" SEALAN
AROUND PERIMETER
010 STITCH SCREW
2" O.C. MAX.
Ken Ehlers, P. E.
i
Licensed Professional E..."
CLASSIC
Engineer No. 18243
531 S. SR. 434, STE. 2005
WCgr'•,R "
r ul
I NAB io1
RIB PANEL
Altamonte Springs, FL 32714
No 18243 • -
STATE of
HOME Phone (407)-290-2799 o
V
Meta/ Roofing Syste
NOTE:
O- THIS STRUCTURE HAS BEEN DESIGNED kA
WINTER PARK. L. 3WINTERPARK. FL. 32789 TO MEET OR EXCEED THE 120 M.P.H.
WIND REQUIREMENTS OF SEC. 1606
OF THE FLORIDA BUILDING CODE 2001 EDITION.
Page
15
METAL ROOF LEAD BOOT PIPE FLASHING
MOUNT PIPE FLASHING ON A CONTINIOUS
BEAD "NP-1" SEALANT TO THE BOTTOM OF
THE BASE, CUT HOLE IN ROOF PANEL AND
SET ON A CONT, BEAD OF"NP-1" SEALANT
LEAD BOOT TO BOTTOMOF PANEL)I
FOLD LEAD BOOT OVER AND INTO
PLUMBING VENT. (TRIM AS NEEDED)
TYPICAL LEAD BOOT OVER
PLUMBING VENT OR PIPE
VARIES IN SIZE)
CONTINIOUS BEAD POLY -BUTYL S
AROUND PERIMETER OF BOOT
Ken Ehlers, P. E.
CLASSIC Licensed Professional
e
Engineer No. 18243
RIB PANEL 531 S. SR. 434, STE. 2005 No.18243
Altamonte Springs, FL 32714
STATE OFNA' IO Metal Roofing Syste Phone (407)-290-2799
C
NOTE: FfORm . ; HOME RAF 1. THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 120 M.P.H. .......
800 HAROLD AVE WIND REQUIREMENTS OF SEC. 1606
WINTER PARK, FL. 32789 OF THE FLORIDA BUILDING CODE 2001 EDITION.
Page
16
o:.. o....ae : .. re +n n HE i tan
This Instrument Prepared by:
Beckey Hebert
Record & Return to:
Beckey Hebert
National HomeCraft of Central Florida Inc.
800 Harold Avenue
Winter Park, Fl. 32789
Tax Folio No.a, a • \Q •'3O • ZCS • C) I M • cozc
NOTICE OF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF SIF m no j Q
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05207 PG 1741
CLERK'S # 2004027791
REOIRDED 02/25/2M W.-14:45 PM
RECORDINS FEES 6.00
RECORDED BY L McKinley
THE UNDERSIGNED hereby give notice'that improvement will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Description of Property: `p(D3 , M l..jbgj Qy R vFn LLC j¢a,-1 3` `{
toy-,1 k 1 4 W t• of 'YncA (111e i md'i
VTN ?__ 1SC,hs S.j,bd
2. General description of improvement:
Metal Re -Roof
3. Owner information:
a. Fee Simple Titleholder
b: Name: z F_ k, h 4 L&t A QOSS
Address: 1063 s rn bFs. AYE
4. Contractor: ',o 6-1 1r0?_d 33
National HomeCraft of Central Florida, Inc.
I
800 Harold Avenue
Winter Park, Florida 32789
5. Surety: Not Applicable
6. Lender:
a. Name and Addressp
m IF,
URTIFIED
ARYANNE M`OI2SeCLERROFCIRCUICp
NO1E 1+biJ
0
t
FEB, 5 2004
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Sectip 713.13(1)(a)7., Florida Statutes:
8. In addition to himself, Owner designates the following person(s) to receive a copy of
the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statues: dA
9. Expiration date of notice of commencement CS - vo — o 4 —
Signature)
Signature)
Owner ame: }.\j„ K = (FI A Qo5s
Address: 1OC13 S l c 4bEy 1 I1Y
Swornto and subscribed before me by A ti CUSS who produced dri
V
2LILL&qll censes)
as identification and who did not take an oath, this `''^ day ofad
Notary
Public: Printed
Name: Commission
Number:_(J Commission
Expiration: j a (n SEAL ,' " Ron Roberts My
Commission DD1349% a
a Expires August 12, 2006