1060 Laurel Ridge Ln; 17-2788; SCREEN ROOMkw16 , rK:—nl
SEP 2 0 2017
gt
BY: ---
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 3/Aa, q;D
Job Address: 1 O G 0 L a Lk y e— I /L ( of Gam— Historic District: Yes No
Parcel ID: 10 - Q-0 - 30 - 51ei - 0o00 - 00 $0 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: CVMt/1 V-b t)V1I-) UY)
Plan Review Contact Person: I'Y ,>, I IPC' { Title:Dy-VjM a AAA dZ
Phone: qO Al 3),Fax: )mil Email:
Property Owner Information
Name Zh t N yLAA-O Phone: (404) 4-3 Z . 6301
Street: 1000 /-P ORSC, -E1 b G16 LANk 6 Resident of property?
City, State Zip: SPN 12 b , FL 3 Z 413
Contractor Information
Name AUJIk ) NO OA Phone
Street: aZ I I U). MASh j N GOON 5.
ZIO71)234. 3/ 2-2
Fax: i Lt 0 -') 02 3 4 312 9
City, State Zip: OVZ-', bo, FL 3 State License No.:
Architect/Engineer Information
Name:D n l(J !1 P i ta
Street: N t'b 1 o lM LGY//I O / /
city, St, zip: &Y (iyIGC{` , :I311110
Bonding Company:
Address:
Phone:
Fax:
E-mail: C p(.PYl 1 YICPVI {'l, L , CdYYi
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code /
Revised: June 30, 2015 Permit Applicarion
l 1C
1
Y•
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 Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
6--7 J J ( -) '9 J-7
Signature o wner/Agent Date Signature of Contractor/Agent Date
Print O r/Ag is am - Print Contractor/Agent's Name
Sign tore of Notary -State of l T Signature of Notary ,$ tq on a-
Yl1t: nfl QUEEN .' r; 1 1 TIL Afl UEEN
MMY COMMISSION q FF218482 YCOMMISSION # FF218482 a ati
EXPIRES April 08. 2019 eii,,•`
EXPIRES April 08. 2019 iE
G FliriJ.iNcYa .5..Kc .ar ro .
wr Owner
ge is ersonally Known to Me or Lonrac /Agent is Personally Known to Me or Produce
ID Type of ID raced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No . ` # of Heads CX
cv,"
A APPROVALS:
ZONING: -7cr. ri UTILITIES: ENGINEERING:
COMMENTS:
FIRE:
Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
Sr With
signed and notarized estoppel letter dated slab
as shown September
2plan017 ok to install 8' x 10' screen room with
aluminum roof over existing concre Revised:
June 30, 2015.Permit Application
REQUIRED INSPECTION SEQUENCE
impo k n- 2-1$S Address: % o 16 o
BUILIDING IP]ERMIT
min Max., Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
p Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTRICAL IP.ERMIT
min max I<nspec
m
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
1 J[nn Max Inspection DescEn tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
KCHANICALINA
Inspection Description
Mechanical Rough
s ('::..._ ,SIi i_5'FL!'.. N3 r r'r.1'a;ftq alL i 7' 's3.c 4?:i a},s_t'G. ma's h tirzf}w?° f
Im p;, iiom Description ---
Gas
REVISED: June 2014
Property Record Card
CrA Parcel: 10-20-30-514-0000-0080OPMAOwner: JULIAORHINAY
Property Address: 1060 LAUREL RIDGE LN SANFORD, FL 32773
Parcel Information 1 Value Summary
Parcel 10-20-30-514-0000-0080
Owner JULIAO RHINA Y
Property Address 1060 LAUREL RIDGE LN SANFORD, FL 32773
Mailing 1060 LAUREL RIDGE LN SANFORD, FL 32773
Subdivision Name RESERVE AT LOCH LAKE
Tax District SI-SANFORD
DOR Use Code 0103-TOWNHOME
Exemptions TEAD(20113)
Legal Description
LOT 8
RESERVE AT LOCH LAKE
PB 76 PGS 27 - 33
Taxes
2017 Workli ng2016 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1
Depreciated Bldg Value 140,000 132,061
Depreciated EXFT Value
Land Value (Market) 30,000
J $
30,000
Land Value Ag
Just/Market Value 170,000
Portability Adj
1162,0611
Save Our Homes Adj 479
IIiIII
18,554
Amendment 1 Adj
P&G Adj so 0
Assessed Value 146,521 143,507
Tax Amount without SOH: $2,435.00
2016 Tax Bill Amount $2,063.00
Tax Estimator
Save Our Homes Savings: $372.00
TRIM Notice Hell)
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 146,521 50,000 96,521
Schools 146,521 25,000 121,521
City Sanford 146,521 1 50,000 96,521
SJWM(Saint Johns Water Management) 146,521 50,000 96,521
County Bonds 146,521 50,000 96,521
Sales
Description Date Book Page Amount Qualified Vac/Imp
SPECIAL WARRANTY DEED 9/11/2012 07869 0628 164,500 Yes Improved
IFind Comparable Sales I
Land
Method Frontage Depth Units Units Price Land Value
30,000.00 $30,000
Building Information
s Bed/Bath count incorrect? Click Here.
Description
Year Built I
Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages
Actual/Effective
1 SINGLE 2012 8 3 2.5 693 2,035 1,648 CB/STUCCO $140,000 $143,590 Description Area
FAMILY FINISH
00GARAGE364
Z U.S. Aluminum Services Corp. SALES CONTRACT
2211 West Washington SI, Orlando, FL 32805-407,237.3128 Fax: 407.237.3129 Stale Certified Contractor C8C1260190
Boca Ralon, FL 33496 Palm Coast, FL 32137 Clermont, FL 34711 Tampa. FL 33606
VVWW.US-ALUMINUM.COM
Phone 561 892 1644 Phone' 386 868 4187 Phone' 352.3W 4699 Plane_ 813 600 5327
E-mail: C VL - Gcoyn
Customer: cli na 5 0.0 Home
Address: V, -uA 1i rN Work #:
Mobile #:`
Subdivision: Q e -Sari c Lnr)a 4icrGate Code: Fax #:
ScreeEnclosure •Inurlaled- 4l' 6- 8- ® 24- 36- Vinyl• n 4' Concrete S b Sqh Thick Pavers _ tool
Endosure Fan Beam OTY _4_ C— a 5-1, W dy->:i. (I Acrylic Conoele lay Slab sqh. Thin Paver Screen
Room Q Pan Roof Insulated KP - 2' 3- V Glass hooter e-, e'xrY tnh,,, Travenme de Sqh_ Sun
Room Skylights Cry _.___.. Ckur Gr &ins ryl Color 4 Ac is Fin h Cobr ,_,,,,. Carport/
Patio Covet Shingles Color.___ Tluesihold Size
Hori2on
I Biters 2"Deco atn Lnh _.__ Porch/
Lanai 3 nab Architectural Per Door or, sP
L -E INS 3•x4' D or Pad qry ,_„ 'a" Rescreen/
Repair Pengola/Lartice Shade SM MD LG XL Stucco Kneewall C 9 -....,,.. Ell
Fence Color - ( Other--_----__-- Color i
law j/, i `yG n
Existing
Deck Concrete Pavers TeafDown $
qh e: Grass
Removal sgft Concrete/
Pavers Removal Sqft Special
Instructions HOA
Exists- MYES NO Responsible
for App - OHO I Homeowner
is requited to submit HOA approvalydental
letters to US Atuminu prior
to start of work. Estimated
Completion Date: prtlranrrbd,.+
n n.r •F de b.r,Yrtt mexhrrun r li-
Bronze
ly 18 x 14 CR6 gle Door - 36- or 48' txy-L E Gutter Lnh White
20 x2O Double Door ow,.,_,. 05uperGuner 5"or7'Lnft Sun
Screen .-____PCA Door on, Searrdess Gutter Vor 7' Lnh_ Pet
Scroen ,.,.- , _Custom Door py_,,,_ Ple a check one: FL
Glass ma Keylock Tasn To Wall Attachment Super
Screen Full View Other _
Sliding Glass- I
Gat Door 4-Hack sta m._. To Soft Attachment He
from hottom or door. O.
H. $lie Std.
39-3/4' Pool55' Angle Fascia SE
it
bit. i +,
Wall
CL Peak Screen Roof PRIME—,
x
Ihsl3fdteClfioibt r_jxINN esi
Payment
is due in lull at the lime of complaton a4kadLoctfion passing the building department's final inspection. A finance charge of 1 112% per mon0h shall be applied to all accounts not paid
In full wdliin 10 days of due dale All material v41I remain the property of US Aluminum Services mid payment is received In full Right of Access ant Removal is granted to US Akmtirxm Services
in the event of nonpayment per the terms of this contract. The customer agrees to pay an interest and my costs incuned In the collection of this debt including reasonable attorney lees,
If the customer refuses to allow US Aluminum Services to begin work or complete work already begun, or to accept materials contracted for, customer agrees to pay liquidated damages of
a sum equal to 33 1/3% of entire contract price plus cost of materials and labor already furnished or in progress I
acknowledge that I have readandunderstand this contract to include items listed on the back of this contract and agree to Its terms. Buyer atlN
c( • Ia D Seiler- US Aluminum Services, Corp. Date M,//
1 / Date X " t') — OwnedBuyer Representative
Owner/Buyer
Approved By: Total Investment
Print Name) (
Subject to approval by Seller) Deposit Date M,//
1 / Date X " t') — OwnedBuyer Representative
Owner/Buyer
Approved By: Concrete/Pavers
C.O.
D (Before Install) S ") Upon Completlon
of Installation
Permit Fee
ACCORDING TO
FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713 37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND
ARE NOT PAID W FULL HAVEARIGHTTO ENFORCETHEIR CLAIM FOR PAYMENTAGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO
PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN
IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR
PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLDAGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THATBEFORE ANY PAYMENT
IS MADE, YOUR CONTRACTOR IS REOUIRED TO PROVIDE YOU WITH WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO
YOU A'NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 0 2007-
2014 US Aluminum Services, Corp. All Rights Reserved ACCORDING TO
FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713 37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND
ARE NOT PAID W FULL HAVEARIGHTTO ENFORCETHEIR CLAIM FOR PAYMENTAGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO
PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN
IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR
PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLDAGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THATBEFORE ANY PAYMENT
IS MADE, YOUR CONTRACTOR IS REOUIRED TO PROVIDE YOU WITH WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO
YOU A'NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 0 2007-
2014 US Aluminum Services, Corp. All Rights Reserved
1`il;f-tilt f r'Ir>:I_.P r 3E:i` 11' 01-E C00T i
i..ri;r;. l:.iF CIRC:WT C0t1EiT & C0riF'TROt.E_EF:
Permit Number: 1.)l' '- 9'2 F'a 1- '7 (1F'_is i
Folio/Parcel Identification Number: IC- v20- .30 SIG - OO GO - a i'.Ek11S Y 2'017094878
Prepared by: US- it LUMINA M 1;EC:1 RI• ', O 09/20/2131.," 1,12°.1'=1 r'11
Lill lSt)r3IHC) FEES 1110„00
S Rl'.. F: )ED BY
Return to: US Aluminum services Corp
2211 West Washington St.
Orlando, FL 32805
NOTICE OF COMMENCEMENT
State of Florida, County of Orange
The undersigned hereby gives 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 (legal description of the property, and street address if available)
Ir k f o!i;L z/-e r l,iv-l-, l Z'r to
2. General description of improvement y
3. Owner information or Lessee information if the Lessee contracted for the improvement
Name ' 4 I N P Zvi--i ),o
Address 10C-,C7 Z--A-0R-mac.• Ki b G-E C.,rkik)-E
Interest in Property
Cv` Name and address of fee simple titleholder (if different from Owner listed above)
Name
Address
4. Contractor
Name US Aluminum Services Corp Telephone Number 407-237-3128
Address 2211 W. Washington St. Orlando, FL 32805
5. Surety (if applicable, a copy of the payment bond is attached)
Name Telephone Number
Address Amount of Bond $
6. Lender
Name Telephone Number
Address
7. 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
8. 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
9. Expiration date of notice of commencement (the expiration date may not be before the completion of
construction and final payment to the contractor, but will be 1 year from the date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under p"x Ity o jury, I declare that I have read the foregoing notice of commencement and that the
facts,s to In i true to the best of my knowledge and belief.
r or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Man ager
foregoing instrument was acknowledged before me this day ofI by
h/year/year
as I _ for
T `of uthority.g., fficer, trustee, atto ey in fact
r
I
Sig ature of NotaryPublic — State of Florida Personally
Known OR Produced ID Type
of ID Produced Lul
ea Signatory'
s Title/Office name
of Name
of party on behalf of whom instrument was type,
or stamp commissioned name KATIE
M QUEEN MY
COMMISSION p FF218482 EXPIRES
Apnl 08F;evi Ftorkiallo:
j .S.:.Ke.ar N
1
POWER OF ATTORNEY
Date:
J
I hereby name and appoint J l 5c yL 11Gc
Of US ALUMINUM SERVICES CORP to be my lawful attorney
In fact to act for me and apply to the n
Building Department for a CVYFt t, permit
For work to be performed at a location described as:
Section Township Range Lot Block
Subdivision
f b(_Oo (Caul
Owner of Property and Address)
And to sign my name and do all things necessary to this appointment.
Thiago Davila / CBC1260190
Type or Print Name of Registered or Certified Contractor and Contractor's License Number)
77
Signature of Registered or Certified Contractor)
The foregoing instrument was acknowledged before me this day of Se j2- of 20
By Thiago Davila who is personally known to me / who produced N/A as identification and
Who did not take oath.
State of Florida
County of Orange + ;. ICATIE M 16UEEN
r
MY COMMISSION # FF218482
EXPIRES April 08. 2019
t9fi FliriJaNtY,a .$&'HGi: gar
Notary Public, Orange County, Florida Seal
September 20, 2017
City of Sanford
300 N. Park Avenue
Sanford, Florida 32771
RE: ESTOPPEL LETTER
Accessory Structure (screen room on an existing concrete slab) at 1060 Laurel Ridge Lane 17-2788
This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as
the basis for issuance of Permit No. 17-2788 for the following work:
Construction of a screen room on an existing concrete slab for Juliao, Rhina hereinafter referred to as the
Owner," recognizes that issuance of Permit No. 17-2788 will be made with limitations as more particularly
set forth herein. We the Owner recognize that this approval does not exempt us from complying with any
applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our
site or building(s) from any applicable development regulations.
By issuing Permit No. 17-21888, the City does not guarantee approval of any other development orders or
development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by
the City for the screen room until all required land development approvals have been obtained and all required
improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the
City the right to deny use of the shed until all of the above referenced project is in compliance with all
applicable development regulations.
The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for
any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or
construction of the above referenced project or the issuance of Permit No. 17-2788. The Owner also agrees to
the following as additional conditions for Permit No. 17-2788:
1. An existing 8' x 10' concrete slab and proposed screen room encroaches into a 7.5' drainage/utility
easement. Until the easement is vacated by the City of Sanford, the property owner would be
responsible to remove any portion of the structure encroaching the easement if and when the City
deemed it necessary.
The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest,
contractors, subcontractors and agents. The undersigned further warrants that he or she is authorized to bind
the Owner and has been duly authorized to sign this document.
SS (OwNE
Signature Si u ,
1/1 V (C-42
PrirAdrryped Name
I i d.0
Printed/Typed
STATE OF FLORIDA
COUNTY OF SEMINOLE
The foregoing instrument was
me or uww preancecnretrTrortoa L
hly CO -OMISSION tl FF21W2
EXPIRES April 08. 2019
Signature
Rhina Y. Juliao
1060 Laurel Ridge Lane., Sanford, FL 32771
tidayof 12(Yy XJ.by
for
Nbtary Public, State of Florida
Print Name:
My Commission Expires:
TADcwlopment ReAe A]6-Estoppel Letters -Hold Hartaless AgreementsTstoppel letter - tO60 Laurel Ridge Lane 17-2788.doc
September 20, 2017
City of Sanford
300 N. Park Avenue
Sanford, Florida 32771
RE: ESTOPPEL LETTER
Accessory Structure (screen room on an existing concrete slab) at 1060 Laurel Ridge Lane 17-2788
This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as
the basis for issuance of Permit No. 17-2788 for the following work:
Construction of a screen room on an existing concrete slab for Juliao Rhina hereinafter referred to as the
Owner," recognizes that issuance of Permit No. 17-2788 will be made with limitations as more particularly
set forth herein. We the Owner recognize that this approval does not exempt us from complying with any
applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our
site or building(s) from any applicable development regulations.
By issuing Permit No. 17-2%88, the City does not guarantee approval of any other development orders or
development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by
the City for the screen room until all required land development approvals have been obtained and all required
improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the
City the right to deny use of the shed until all of the above referenced project is in compliance with all
applicable development regulations.
The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for
any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or
construction of the above referenced project or the issuance of Permit No. 17-2788. The Owner also agrees to
the following as additional conditions for Permit No. 17-2788:
1. An existing 8' x 10' concrete slab and proposed screen room encroaches into a 7 5' drainage/utility
easement. Until the easement is vacated by the City of Sanford the property owner would be
responsible to remove any portion of the structure encroaching the easement if and when the City
deemed it necessary.
The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest,
contractors, subcontractors and agents. The undersigned further warrants that he or she is authorized to bind
the Owner and has been duly authorized to sign this document.
SS (OwNE
Signature Si u
AI c- 42
Priryted/Typed Name
f I CLC
Printed/Typed
STATE OF FLORIDA )
COUNTY OF SEMINOLE 1
Signature
Rhina Y. Juliao
1060 Laurel Ridge Lane., Sanford, FL 32771
The foregoin instrument was acknowledged before me this _ day of IIJ.(Y _v l J 1V, by
for
g,o is personal )( bt9 *,me or i ida D 'ver's Licens as,,identify ho .
o,
Iv1Y CO.,Afv11SSION tl FF2184&2
EXPIRES April 2019
or i AN.t Public. State of Florida
i/ 39E t;+ FlrridaNu:a ,Saarn ion• Print Name:
My Commission Expires:
TADevelopment Review\16-Estoppel Letters -Hold Harmless Agreements\Estoppel letter - 1060 Laurel Ridge Lane 17-2788.doe
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Fkdda. 32714 (407)788-8808
AAdeember of the FibtWa Sulveytng mhd Abmgsirhg Swiely and Amenma Congress on Swwyuhg and Aftpgping
Map of Surrey
LINE TABLE
LINE^ LENGTH BEARING
N63 5057W
Tract
Multipurpose Em
N 46`00'03" E
4'x54 kdef a 31.00' 20.00' 20.00'
sots censer '
A '
r.MS£ 1 tw i"V.. 1 1A:a1
CURVE TABLE
CURVE LENGTH RADIUS Delta
C1 22.12 24.00 5Y4$W
a 45.32 47.00 55'14*33'
a) ti Vlnyf Farur,
0
31.00' Iv
w2 1 uwsF
Lot 6 I Lot 7 I Lot8 I Lot 9 I Lot 10
Lots
m
eaal or N
Curb
CA sha5lrar .
S"OOV31E 1088 Fd.
MD 127.88 N
46000'03" E-177.13 L
t
coop
CIL
Laurel Ridge Lane (RM Varies) rZo '
Tract
A N.
31Mul ipurpose Easement APPROVED
FLAi'6 City
of Sanford LEGAL
DI With signed and notarized estoppel letter dated Loath
Ww September 20, 2017 ok to install 8' x 10' screen 10Prm'
re room with aluminum roof over existing FzooDHA:
concrete slab as shown on plan. according
to r4A7N r 120294
007OF dated 09-2t1,2007. Fkod
Zone determinatfan was performed by9raphic p1oMn9 onto Flood hastmnC8
Rate Maps prepared by FE44A. There has been no rWd su ': SgYwrd parhx,
ned by this rum to detemzhie )his Hood zone. Thisis Ihr -rnal opirdwr of
Herx 6 Associates; Inc. The lender (rf any) matr 31, detem1glabon as
to the requyernent of Flood Instfranm or noL live swum no goner )ty
for ac r"W llooding cord}Lions. General Notes:
d d . 1. Thisisa80UNDARYSurveypetformedinthefieldon — _• 2 No
aerial. surface or subsurface utrRy hrSt8ii8fibf)S. urtdergroiind ptovements or supsitrfaceraenal encroachments,
if any, were Wated. 3. Suftng
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legal description shown hereon is as famished by client. 7. Putted
and measured distances and dlrecvons are Me same unless otherwise noted. a Copses
of Mrs Survey may be made lbr the orioar owmadl°n only. a Denotes %'
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r* a mval w > Py,w odkation Sea2n > Aool,catloo Ust > Appacatlon Oetaii FL #
FL15491-R3 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
Archived
Product
Manufacturer Structall Buildng Systems, Inc. Address/
Phone/Email 350 Burbank Rd. Oldsmar,
FL 34677 813)
655-2627 kmatuza@structail.
com Authorized
Signature Frank Bennardo frank@engexp.
com Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Roofing Subcategory
Metal Roofing Compliance
Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Frank L. Bennardo, P.E. the
Evaluation Report Florida
Ucense PE-0046549 Quality
Assurance Entity RADCO, INC. Quality
Assurance Contract Expiration Date 05/01/2016 Validated
By Keith E. Lorinos, PE Validation
Checklist - Hardcopy Received Certificate
of Independence FLIS491 R3 COI Indeo.odf Referenced
Standard and Year (of Standard) Standard ASTM
E72 ASTM
E72 ASTM
E84 Equivalence
of Product Standards Certified
By Sections
from the Code Year
1998
2005
1991
Florida
Ucensed Professional Engineer or Architect FLIS491
R,3 Eauly Eaulv.ndf
Product Approval Method Method 1 Option D
Date Submitted 05/01/2015
Date Validated 05/01/2015
Date Pending FBC Approval OS/10/2015
Date Approved 06/23/2015
Summa!X of Productsf- 'I
IFIL # Model, Number or Name Description
15491.1 Snap-N-hock Panel EPS Foam Core Composite Panel, 3", 4" & 6" with Aluminum
or Steel Skins
Um its of Use Installation Instructions
Approved for use in HVHZ: Yes FL1 S491 R3 II Dwa.odf
Approved for use outside HVHZ: Yes Verified By: Frank L Bennardo, P.E. PE-OD46549
Impact Resistant: No Created by Independent Third Party; Yes
Design Pressure: N/A Evaluation Reports
Other: See Drawing No. 15-2409a for Panel Umitations & FL15491 R3 AE Eval.odf
Spans Created by Independent Third Party; Yes
0nck NC et
Contact Its 1: 194o North Monroe Street. Tallahassee FL 32399 Phone: 650.487.1924
The State of Florida Is an AA/EEO employer, roovrloht 2007-2013 SLte d Florida.:: Privacy Statement :: Accsssibllity statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not went your e-mail address released In response to a pudic -records request, do not send electronlc
mall to this entity. Instead, wranct the office by phone or by traditional mail. If you have any questions, please contact 850.407.1395. *Pursuant to Section
455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you arc a licensee under Chapter
455, F,S,,, please dick td7i.
Product Approval Accepts:
C dt r
z ,kSAFE
STRUCTALL_BUILDING _SYSTEMS
EPS FOAM CORE ROOF PANELS - METAL SKIN
SCOPE a A BtN FNGKFNG
CONNECTION AT
Cam)
HOST STRLC'RIRE
PER SEPARATE
ENGINEERING
QA24' ALUM 10,024' ALUM
0.030'ALUM/ 0.030-ALUM
2696 STEEL ! 269A STEEL
OWE)
r
CONNECTION AND
MOST STRUCTURE J
PER SEPARATE - ENGINEERING ,
SUPPORTING STRUCTURE PER J
SEPARATE ENGINEERING
1 CLEAR SPAN ISOMETRIC
1 N.T.S. ISOMETRIC
SEAL ALL MINTS
WITH CONTINUOUS O-OI4' ALUMINUM,
CAULKING 0.03D' ALUMINUM
LLB DENSM EPS OR 26GA STEEL.
CORE FOAM SIENS
I
ao s SLtrtgN r
TVPKAI PANEL INTERLOCK
PANEL INTERLOCK
2 DETAIL
1 NT.S, DETAIL
DESIGN NOTES:
POSITIVE AND NEGATIVE DESIGN PRESSURES
CALCULATED FOR USE WITH THIS SYSTEM
LAVE DUN CALCULATED IN ACCORDANCE
WITH ASCE 7 10 An THE FLORIDA 64NR0MG
CODE USING ALLOWABLE STRESS OESIL,TI
METF10001FX. WIT//THECRITERIA
OUTLINED NEREIH.
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR
SPAN TABLES
ENCLOSEDSTRUCTU LOADS.
1. CALCUTA I/ORS BASED ON ASCE 7-10. VCR- 130 MPH, 180 MP%
E NCOSEO STRUC LRtf COMPONENTS A CLADDING, RISK CATIGORr.il, KO.OAS. RD-1.0, KT.TAME
30.1-4 GCp-•f O.HL;)'MEAN ROOF HEIGHT.
36- MAX OVERT WIGATEENEO £NCECKURE lC1AD5:
LASTPAFRONT, 2S56WIDTH
2, W IN D ROADS ARE,AKIN AS THE MAXIMUM BETWEEN ASCE 7-I0 ENCLOSED 57RUCIUR.E COMPONENTS
LAST PANEL WIDTH
6 CLADDING I LS DESCRIBED ABOVE) AND THE GOVERNING LOADS AS ILUISTIUT#D IN FEC TAME 2002.4
ALONG SIDES, TYP FOR VER11Cltt LOADS ON SOLID ROOFS. UP TO 15' MEAN ROOF HEIGHT, VA- 130 MPH - 160 MPH.
OVERHANG• • OPEN STRUCPITIE LOADS:
3. CAICUIATiOHS BASED ASCE 7-ID, ROOF OVER OPEN STRUCTURE COMPONENTS A CLADDING,
OBSTRUCTED WINO FLOW, RISK G7EGOAT.11, KQ-08S, Kri.1.0, KX.0.8S, IS' NEAN ROOF MIEIGKT,
A- I10 MMMV1100 MPH. LOAD
COMBINATIONS UTILIZED /" THIS HASTEA PLAN SHEET HAVE BEE" OEAIVED IRON THE ALLOWABLE
STRESS DESIGN LOAD COPHUNAT10XS ILLUSTRATED IN ASCE 7-10 AXE
WIND SPEEDS LISTED HERE ARE WIT WIND SPEEDS, VW WINO SPEEDS MAY BE CALCULATED WITH THE
FOLLOWING CONVERSION; V,II•,VAA A v1.4 CAILOLATIONS
CONSIDER 9.46- ROOF SLOPE. ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER OPTIONAL
20 PST AS DENNED IN FBC SECTION 1407. GUTTER
OR GENERAL NOTES: DRIP
CAP 1, Tmis SPELIFICAt10N H LS BEE" OE57GNED AtiO 51fA11 RF FABRIUTED IN A(YORWIICE WITH THE REQUIREMENTS
OF THE FLORIDA MNLDIRG CODE FOR USE WITHIN AND OUTSIDE THE HiM/2. COMPOSITE ROOF
PANELS SnAALCONPLY Wlnl CHAPTER 7 SECTION IM, CRAPTER 6 SEC70N 803- CUSS A INTERIOR F
iNISD, Ann CHAPTER ZB SECTION 1603 OF on I BC L
CONTRACTOR SHAu INVESTIGATE AND CDMfDRM TO ALL LOCK SUILDIEG CODE AMENDMENTS WHICH
MAY APPLY. DESIGN CRITERIA WBEYONDAS STATED HEAEIN MAY REQUIRE ADDITIONAL 517E-5PEOFIC
SEALED [NGINLrRING-- 3. NO
33-IF3%IWAEASE IN ALLOWABLE STRESS PAS BEEN USED DID THE DESIGtI OF THIS SYSTEM 4, DESIGN
PRESSURES AS HOME)HEPfIN ARE IIASEDOO A MAXIMUM TESTED PGESWPE DIVIDED BY 2.0
FACTOR Of SAFELY 5- iNf
AA(NI I' /ERD NGINEER OF pEC]FD0. THE PRONCf `3fPFASTRIICTURf WITH WHICH THIS SION 15 USED
SMALL BE RESPONSIBLE FOR 111E IN7EGR7TV KN ALL SUPPORTING SURFACES TO THIS DCStGti WHtOI SMALL
BE COOPDINAIRO BY THE PERNITTiMG CUtrrRACIWI. 6- SEPARATE SETESPECFIC
SEALED EMGMELRNG SHALL BE RLOWILED IN ORDER TO DEVATE FRD71 7, THE SYSTEM
DETAILED HEREN IS GENERA AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE,. FDA SITE
CONpITlONS OFFERENT IRON THE COHDOIDNS OETAIIEO HFREIM ALITKsin ENGINEER ON REGI5TERf0
ARCHITKT SHELL PREPARE SLFE SPECIFIC IX7CR1MEO5 iOR 115E UI C(AlWNCTION W
ITN THIS DOCLW EHT. S. EPS PANEL
PERFORMANCE CHARACTERISTICS FOR SELF IGNINOU, FLAME SPREAD AND SMOKE Of NSITY HAVE
BEEN A FOR HORE INPDRMAII1.LINED THROUGH APPLICABLE AS7N TEST STANDARDS, SCE EVALUATION REPORT LOUTTHE CDMTRAGTOR SHALL
GAltfn)UT CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, IIIQIRHNG NOT LIMITED TOANYCOKEFITRATEOLOADSWHICHOUTJUSTIFYGREATERDESIGNCRF7FAIA. TNES ADDITIONAL ROOF LOAD
O"TFRA SHALL DE PROPERLY ANALYZED BY A ltRNSED ENGINEER OR REGISTERED ARONTT:CT.
L0. EPS CORE
COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-I12SA ALUMINUM FACINGS OR ASIR A653,
CS, HYPE SHOT DIP GALVANIZED G90 COATED STEEL FACINGS. EXPANDED POLYSTYRENE DAM SMALL HAVE
TYPICAL DENSITY OF IQ KT, IHE EPS FOAM SHALL BE ADHERED 10111E RLIMINUM EKING WITH MORAD
M640 SERIES ADtf(SIVF (6r AMR AND HAAS COMPANY). TA6AICAn0F7 SHALL BE IN ACCORDANCE WITH APPROVED
FABRICATION METHODS 81 MANUFACTURER ETM ALL PANELS. 11. THE CONTRACTOR
15 RESPONSIBLE TO INSULAIE ALL MEMBERS FRO/ DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 12.
ENGINEER SEAL
AFFIXED HERE TO VALIDATES S'TRiICRRK DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION 8V CONTRACTOR.
ei. At INDEMNIFIES SAVES HARMLESS THIS ENGINEER FOR ALL COST EO HEREIN. NO
ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS AIDE OTHU MARKINGS TO
THIS DOCUMENT AIM h0E PEANITTEO AMD TABLE VALUE DERIVATIONS:
PANCL PRQP1R-YIEU: -
1, PANEL STRUCTURAL
PROPERTIES DERIVED FROM CFRTMIEDTEST REPORTS TfO IT, S060276,506027G S060270, S09014A, S090148
BY TERRAPIN TESTIHiG, ESPDIZ3SIP-I, ESP0123SIP-2. ESKI2355P-3, ESP0123SIP-SA, ESPO12is1P-
4, ESP012151 P•S, ESP01213JP•6, FXPO 12351 P-64, ESPO12351 P-7, F E01235: P-
6, ESPO 123 S1 P•9, ESPO 12351P-9A BY ELEKENT MATERIALS TECHNOLOGY. 2. PANEL DEAD
LOADS HAVE BEEN FAC70RED INTO CALCULATIONS fOR WE LOADS OR UP1R AS WELL AS CLLCULATIOHS FOR
PANEL NIDPERms. FNdt'£6RAARW, PLE
q of F2POBK
Drat 15-24 1
f
11r•V'UI fio. .E.
MAXIMUM ALLOWABLE CLEAR SPAN TABLE MAXIMUM ALLOWABLE CLEAR SPAN, TABLE
ROOF OVER ENCLOSED STRUCTURE: ROOF OVER SCREEN WALL STRUCTURE: = 0
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5 I. DEMRMIIIE TTPE QE
ENCLOSURE TO BE CQJERED (EKIOSED. SCREENED WALIS• OR OPEM 57RIK1URE).
3. OETERNIftf THE SAE SPQ[
P/c RE WIRED ULTIMATE DESIGN WIND PEED (MM}, IR AQ.URMN[
t W11H IMf F1D1110A WADING CODE. 7. F1f1O AWI 011E
AAN
ANFOR OAEPR PANEL DEPTH, FACING nfmxh5, AND UPS CORE
ENSIIY SL EM. INDICATES i INDIINDiCATE6 YAWE5 ft0T
YALIO FORUM. DEFLECTION
NOTES: I. oeTERmilif REQINRED DEMELiON 11MrtAnom PER THE
MINIMUM Al'
QUIREMEHTS fLU1STRATED IN THE FLORIDA DWL IHG
WOE 2. (f) INDICATES ROWS FOR USE
WMNIN THE HVHZ
ONLY DEFLECTION LIMITS CDHSHM AED FOR USE IN THE HVH2
AREI 2.1. 1JRo PON SPANS 512•-W 21. U180TOR
SPANS. 12'-0• OTHER CONSIDERATIONS: 1. FRONT
OVERHANG MAY" UP TO T,
0• WrEM
YAIUE.¢ LISTED HEREIN. MAXIMUM 1Rt5UPPORTED SIDE OVERHANG IS 15%OF LAST PANEL
z n h 4 3 ga4 m og OXF
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15-24U9a
CON? RACTOR: US ALUMINUM
RECORD COPY
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1.THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16 `_` jjj o
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
J
j
AA ASM 35 and AA ADM 1 ` .. .'Cp
4' o p a
W ' c
WIND LOADS .UI Q ; N
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE O ~ ` ;' - .
1604.5: RISK CATEGORY 1. i _.1 `•i z C/ -
0 C)
2. BASIC WIND SPEED, TABLE
D, PA
STATE OF
09.3.1FLORIDA DEBRIS
REGION &BASIC WIND SPEED, PARAGRAPH 1609.3.1 &TABLE j t% •• _ °
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130Lj
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B m ur
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
c c
x 1 LL
FOUNDATION DESIGN z \\\^ \\ rn w .\\;
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING \ Host Structure \
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED \ U OCONSTRUCTIONIFAMINIMUM4" CONCRETE SLAB IS PROVIDED IN Exist. SFR J r a
SOUND CONDITION FREE FROM STRUCTURAL CRACKING SPALLING '-0" 9'-0" m O r
OTHER DETERIORATION. J
M
c
SPECIFICATIONS ~
Ce) 44
xz IrvP> ,xz (rvP> v — Q uTHEFOLLOWINGSPECIFICATIONSAREAPPLICABLETOTHISPROJECT: '
A
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C1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
V/
Q E'.
t.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..' o 0 Z
THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE :'•. d W J.'.'.'.' • • • • • • • • • • • • • • • •'I'.' W
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE v o n f p ° " New3••x0.024 m o
LLJ J 0APPLICABLE:
T
m 2x3 (TYP) a I' ' •'• a Insulated Roof ' 1 ' Z a ; (TYP) bo //
1 a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE I ,1 0 ° I • • • °s , • • • , • • , • , • I. o v J 1
FOLLOWING COMPONENTS: I'.'..'...'.'.'.'.'.'.'.'.'.'..'.'.'.'... v
7 N
U_
i. PORTLAND CEMENT TYPE 1 - ASTM C 150
L LLiiAGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 c _
1 J•
iii. AIR ENTRAINING +1- 1% -ASTM C 260 ,
x2 P) _
y J
4 1z2 mP) W C0iv. WATER REDUCING AGENT - ASTM C 494
v. CLEAN PORTABLE WATER 1'-4"
vi. OTHER ADMIXTURES NOT PERMITTED Existing 4" Slab Z 0 r—
b. METAL ACCESSORIES SHALL CONFORM TO:
7o Remain
W Q JisREINFORCINGBARS - ASTM A615, GRADE 60 8'-6" 10'-0" 8'-6" ii. WELDED WIRE FABRIC - ASTM A185 1,A„ t p., Q Z Qc. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3FiEViEWED Dili CODE COMPLIANCE Q Q = OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.U
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
g EXAMINERINSTITUTEMANUALOFSTANDARDPRACTICE, PART 1, 2, & 3 pi('' (_
I
PLAN ROOFINCLUDINGHOTWHEATHERRECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. DATE O
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE J
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
9BARR ER.
CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
SANFORD BUILQINLQ DIVISION
2. ALUMINUM EXTRUSIONS SHALL BE
SAE
T5 ALLOY.
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. LICENSE TO PROCEED WITH THE WORK AND NOT AS r o r o
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, AUTHORITY TO VIOLATE, CANCEL, ALTER OR SETFASTENERSANDSCREENSTOMANUFACTURINGSPECIFICATIONS. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER New 3" Insulated RoofTHEBUILDINGOFFICIALFROMTHEREAFTER6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
REQUIRING A CORRECTION OF ERRORS 1N PLANS, 2c3 mP) KICKPLATES) SHALL BEAN INDUSTRY STANDARD OF 0.024
INCHES. CONSTRUCTION OR VIOLATIONS OF THIS CODE N
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
N wI I SCREEN ROOM
N
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS /
c T
zxs mP) _ APPROVED BY
ON SHALL
ENGINEERING
ED OVER EXISTINGIN/ 9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN rr s e v ry
THE FIELD. Ixz(TYP) o
10. ROOF BRACING SHALL BE A MINIMUM 2"x2"x.050". N
11NUM MEMBERS, WHEN PAVES ARE UNDER
ALL EPDXY T O DECK OR GROUTTODECK w/30 0 Prq ONTRACTORCONCRETESLAB5'_0" 5'-0" GROUT
WITH BONDING AGENT O Z
12.
WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPDXY
NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, _ O J EMBED
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EQUAL) TYP. ALL LOCATIONS SCALE:
NTS 7--_
2%7 88 SCREENROOM
TURE
OR L
FRAME FRONT Project
Information: Style:
Studio Color:
White Screen:
18114 Screen
Door: 1 Door
3" Received Channel Header With (1) #10 x
3/4" Tek Screws @ 8" O.C. Top And Bottom
ALUM. ROOF
n
10 x 3/4" Tek Screws
@ 8" O.C.
1/4 x 2-'/:' Tapcons
@ 16" O.C.
ALUM. ROOF TO WALL
Awir ' Roof
y.•.'.•.'.'.•.•.•.•.•.'.'.'.•.•.•.•.mac
2" x 2" Angle Clip w/
2) #10 x %" TEK @
ea side
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FOUNDATION
2) #10 x 3" SMS into
screen bosses
2) x 2" SMS into
screen bosses
I
1/4" x 2/'/." Tapcons @
F,
24" O.C.
TYPICAL UPRIGHT DETAIL
5) #14 x 5" STS
w/ 1 ''/2" neopreme washer per panel
MAX. 12" O.C.)
jALU69. ROOF
Edge Beam
TYPICAL ROOF TO
BEAM DETAIL
Alum, Roof
10x2"SMS @6"
from the ends and @
24" O.C.
FRONT WALL 10
10x'/." Fasteners - 2" from
ends and every 12" O.C. (max)
TYPICAL ALUMINUM KICK
PLATE ATTACHMENT
2) #10 x 2" SMS into
screen bosses
W' x 2 '%" Tapcon 6"
From Uprights and
24" O.C.
FOUNDATION
TYPICAL SIDE DETAIL
t1
x 2-'/."
Tapcons @ 24"
i O.C.
aZ p
Yam`
Z co 7 N
LU
HOST STRUCTURE OR FOURTH
WALL FRAME
SCREENROOM