112 Rose Hill Trl; 17-2406; NEW SCREEN ROOM CONCRETE SLABf
r `
v/ v
EE ,,'' CITY OF SANFORD
i t BUILDING & FIRE PREVENTION
AU6 - 8 20V U PERMIT APPLICATION
BY. Application No:
Documented Construction Value: $ I Z
Job Address: 1 Z SQ(l C.'I (Q t Historic District: Yes No Ra
Parcel ID: Residential Q Commercial
Type of Work: New 4 Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW Sc-oar 1 66 m 35 jZl- UUD( U)
Plan Review Contact Person: L040 Moor, or, Title:
Phone: Fax: 46A L31312q Email: P mi' } nc{ e,US 41u m 1'i1e1 r)1. C6 rn
Property Owner Information
Name 0_56 o (a,t`&(1^(p
Street: 1I Z 20Sp PRII T(a 1 I
City, State Zip: _7cjzf FL 32-1 3
Name US' /CPU M,,) YW1Y) SP 6 • C f . Street:
ZZII u) WoSk)401_1 _3+ City,
State Zip: O rI QA p T- Phone:
40-M, Zb4%. Resident
of property? : laz Contractor
Information Phone:
41} Z3 31 Z- e) Fax:
dd ) Z3)3 &'q, State
License No.: Architect/
Engineer Information Name:( (
C91` Phone: q 41 r3q'1 Sg80 • Street:
QI b fiGmilarnr ` (aj'1 Una B Iq Fax: City,
St, Zip: Cif (( -iIz TL i3ga. E-mail: Bonding
Company: Address:
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 Application `
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.
Signature f wner/Agent Date
V'M C) ('12Z) v
Print Owner/Aeent's Name
r
Sign ure f Notary -State of Florida Date
Signature of Contractor/Agent Date
C
Print Contractor Age s Name
Signature of Notary -State of Flo Ada Date
KATIE M QUEEN KATIE M QUEENa'
tvly COMMISSION # FF218482 tvIy COMMISSION # FF218482
EXPIRES April 08 2019 paA EXPIRES Apnl O8, 20
Flirtidi,M);'] "5
Owner gen is Me or F y Known to Me or
Produced ID — Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No #`of- Heads
APPROVALS: ZONING: -10-0 UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE -WATER:
BUILDING: <_A_ F•L2 0
Ok to install 35' x 12' (420 s.f.) screen room on concrete slab as shown on plan. Meets area and
dimension regulations for the SR-1 zoning district.
Revised: June 30,2015 Permit Application
Property Record Card
Rrda DF 'Parcel: 18-20-31-503-0000-0070
A%
PMI6 Owner: OSORIO GUILLERMO &ANGELAI
Property Address: 112 ROSE HILL TRL SANFORD, FL 32773
Parcel 18-20-31-503-0000-0070-
Owner I OSORIO GUILLERMO & ANGELA
Property Address] 112 ROSE HILL TRL SANFORD, FL 32773
Mailing 1 112 ROSE HILL TRL SANFORD, FL 32773-7237
Subdivision Name I ROSE HILL
TaxDistrict S1-SANFORD DOR
Use Code 01-SINGLE FAMILY Exemptions
00-HOMESTEAD(2000) Value
Summary 2017
Working 2016 Certified Values
Values Valuation
Method Cost/Market Cost/Market Number
of Buildings 1 1 Depreciated
Bldg Value 109,855 100,355 Depreciated
EXFT Value 1,825 1,908 Land
Value (Market) 30,000 27,000 Land
Value Ag Just/
Market Value..'* 141,680 129,263 Portability
Adj Save
Our Homes Adj 50,008 39,477 Amendment
1 Adj P&
G Adj 0 0 Assessed
Value 91,672 89,786 Tax
Amount without SOH: $1,778.00 2016
Tax Bill Amount $986.00 Tax
Estimator Save
Our Homes Savings: $792.00 Does
NOT INCLUDE Non Ad Valorem Assessments Legal
Description LOT
7 ROSE
HILL PB
54 PGS 41 & 42 Taxes
Taxing
Authority Assessment Value Exempt Values I Taxable Value County
General Fund 91,672 50,000 41,672 Schools
91,672 25,000 66,672 County
Bonds 91,672 50,000 41,672 City
Sanford 91,672 50,000 41,672 SJWM(
Saint Johns Water Management) 91,672 50,000 41,672 Sales
Description
Date Book JPa e Amount Qualified Vac/Im WARRANTY
DEED 12/1/1999 03768 1774 $102,200 Yes Improved SPECIAL
WARRANTY DEED 9/1/1998 03496 1719 $1,456,500 No Vacant Find
Comparable Sales Land
Method
Frontage - Depth I Units Units Price Land Value LOT
1 $30,000.00 $30,000 Building
Information Is
Bed/Bath count incorrect? Click Here. __ Lption
Year
Built Fixtures
Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages j Actual/Effective i
E
19998 3 2_5 1,393 1,911 1,523 CB/STUCCO $109,855 $117,492 Description Area Y FINISH
Mass. Alum ihum".SerVI'des C®rpa SALES CONTRACT
2211 WeSt Washni;ilort St, Oriando,'FL 32805 -407.237.312E `Fax:407.237.3129 State Cerlifted Contractor CBC1280190
i
Boca Raton; FL 33496 Palm Coast. FL32137 CkHmont,L.F34741 Tampa,,FL 33605 ': VtIWW.
US•ALUMINUM.COM Phone
561.892,1644Planee3868W,4187 Plane.352,3664699 Phone,813.600.5327 - E-mail
Customer: ('QZQr-
a Home #: Address :' J
l0osc 14.11 T,a. Work # OS•3 S53rFar=,.1.=:; 13
Mobile #: 07-b Subdivision: Gate Code.
Fax #:' Sao -on Eric
osureyJ Insulated r3)` 4" 67 B• 16' 24' 36" Ynyi CG 4-Concrete Slab spha2K Thick Pawn 5qh.-„„„„,,,_. Enclosure Fan Beam
OTr corcnk.. smooth woockyw Acrylic Concrete Overlay Stab sqh..,._ 3 Thin Pavers Sgft en Room 7scul."
It.omPanRoof Glass
I'mter e•. a- W.1i-Lh TravertinsRle Sgft Skylights Q7Y....,. insulated
KP • 2"
3' Clear Grey Bronze
Acrylic Finish Calm Color 3 Carport/ Patio
Cover Sh'^Cdtx. Threshold Ho ntal slidr
s 2'Deco Drain list Sire Porch/Lanai 3tab
Ardthectural Pet Door Qty,: SP LOW-E INS 3'x4'Door Pad Qty.......,„... Pattern Rescreen/Repair Pogo)
unite Shade SM MD LG XL Stucco Kneewall Coping Lnh— Fence Col. Other, .
Cdor Ir%!, mi r+
asr Ings•
Concrete
Pavers
Down Sqft, Type: m
E 'y RemovalrSqft
Bronze .18x 14 zYsingte
Deor 4a-r,,, E Gutter ._'Lnft V- White 20 x20
IJoubie
Ooor ,r—..... Cl Super Gutter 5'or 7' Lnft Sun Screen pCADoor cxy.
T,_. Seamless Gutter G'or 7' Lnfi— Pet Screen JJ C
atom Door QD'_ Ple check one: FL Glass Keyl.ock:'
Tasman.. owail Attachment _ Super Screen Full thew
Other Sliding Glass- Garage....-
oack Si.- Height -
from bottorry if
doors Toize Attachment O.H. size_ Std.39-3/4' .
1 55• Angle Fascia
Special
Instructions r r
HOA Exists-
ES NO_
ICGV1Cl'x Responsible for App - OHO
S Alum - Homeowner is required to
submit HO spvalldenlol letters to Us
Alumin Wall L Peak „Screen Roof,,-- prin. ; start of work. __ ItO tole' I e TAw>Lntr arlemrP.earrR
dsbrnrst mrafau.n avrnv awe ... r . .« .. Payment Is Due ti
idl at IM time of canplet i d work ar u passiryf the hu k1+q departments Mal Inspedi0n. A ftnarae oharye of,1 1/25k per rrariM sheA be applied to an rrsouMs not pakf in WA uttlNn
10 days o1 due dale !JI muter mn 0a property d US Alunnnum Sertnces'udA payment rs received in NII Right of Access and Reriaval is granted b US Ahmnum w.. „. ..,.- , Servrma in the
avantdranPoymenlperthetempdthisc ntfacL The Customer agrees to pay atl entered and any costs aI=m-id in the cootm of this debt ktcadnfg reasonable aaamey fees x the c
siornar refuses to atiow US Alummum Services to begin work of Complete work already begin, or to accept mat trials viols rf-or eu_gg``tam`er— sprees toI' dated damages P Pit U 9y.. i W a corn
equal
t0 33 1/3% of token contract puce plus cost of materials and kittor already furnished or n progress,. t C eel .y.,56 I acknowledge that l
have read and understand this contract to include items listed on the back of this contract and agree to Its terms. r , Total Investment ,• ,..m....,,. ,
Buyer l , i, •
2
42R2,2in Seller -US Aluminum Services, Corp. Print Name) (Suhjed to
approval by Seller) Deposit d d 3; Date s/ DateConcretelPaversi
3 . •OC) " G.
O.D {Before
Install) 3 • GO - OvrtterlBuyer Representa)ive Upon
Completion •O of
Installation Owner/BuyerApprovedBy
Permit Fee ACCORDING TO
FLORIDNS CONSTRUCTION
LIEN LAW (SECTIONS 713.001.713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS ANDARE NOT PAID
IN FULL HNVEAROiTTO ENFORCETHEIR CLAIM FOR PAYMENTAGAINSTYOUR PROPERTY. IFYOfR CONTRACTOR ORASUBCONTRACTOR FAILS TO PAY SUBCONTRACTOR
S,"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 SOLD AGAINST YOUR WILLTO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR ORASUBCONTRACTOR MAY
HAVE FAILED TO PAY. TO PROTECT,YOURSELF,YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A'NOTICE
TO OWNER' FLORIDA'S CONSTRUCTION LIEN LAW IS'66MPLEX,AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 0 2007-2014 US Alurninran
Services, Corp. A0 Rights Reserved
j
GRANT MALOY, SENINOLE COJINT','
CLERK OF C1RCLUT COURT & COPIPTROLLERPermitNumrier. ;
Folio/Parcel Identification Num er. i (}Ci BK 8967 Ps 1811 {1F`ss
Prepared by: .1t-1 fC1 "'Cn C.c) ! C:LERN.'8 T ?ii17it7991 2
RECORDED OS;08,J2017 12n4 n1.b I'l7
CECORDING FEESS u>ttl,ililyn' .. n I n(R) RECORDED BY f sm i a' h
Return to: US Alumi um services Corp
221.1 West Washington St.
Orlando, FL 32805
NOTICE OF COMMENCEMENT
State of Florida, County of Or-arrtge 5i9o,Q
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 prope'yrty,(le al description of the property,/and street addres if vaila le) 4 kr se N1') 1 P 54 9Z / / 1 G
2. General description of improvement
tyyQ; c.l a,— K-co(n.
3. Owner informa ion or Le ee information if the Lessee contracted for the improvement
Name ") J' - ;/ t,'Q
Address
Interest in Property) )A
I
Name and address of fee simple titleholder (if different from Owner listed above)
Name
Address,
4. Contractors,
Name US Aluminum Services Corp Telephone Number 407-237-3128 b c 4
Address 2211 W. Washington St. Orlando, FL 32805 d n
5. Surety (if applicable, a copy of the payment bond is attached)
Name Telephone Number:
Address Amount of Bond $
6. Lender G 4--; aZ
Name Telephone Number t;'
Address
7. c?< Persons within the State of Florida designated by Owner upon whom notices or other documents
be served as provided by §713.13(1)(a)7, Florida Statutes.
m —
u,
Name T
Address
e ephone Number
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 penalty of perjury, I declare that I have read the foregoing notice of commencement and that the
factsatQ,d inoOe true to the best of my knowledge and belief.
Signal e f Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager a
Signatory's Title/Office
jTheoregoinginstrumentwasacknowledgedbeforemethis day oflbby (.? i-C a6hZ)
month/year name of person
Name of party on behalf of whom instrument was executed
Print, type, or stamp commissioned name of Notary Public
Personally Known OR P oduced ID off.,
Type of ID Produced MyKATIE Al QUEENYCOMMISSION Fr22ttRR
Form ReGId: September 26, 2011EXPIRESApn108.2019
im
as for
Ty of uth 1 .g., officer, trustee, att rney in fact
Signature of Not ry Public — State of Florida
Date: V 1
I hereby name and appoint
POWER OF ATTORNEY
DA4l Z>
Of US ALUMINUM SERVICES CORP to be my lawful attorney
In fact to act for me and apply to the
Building Department for a
For work to be performed at a location described as:
Section 1 Township Range 31 Lot 41'42. Block
Subdivision W-%
permit
I"o 1 112- `P49 W11 JtI • ,1 ffl) pld R 32443.
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)
Signat
i
ered or Certified Contractor)
The foregoing instrument was acknowledged before me this - day of 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
Co u ty of Orange . !4A?!E M QUEEN
my co%mtvi is SION 4 FF21B82
o..,
tXF11 ES ApH 08 2019
i3Ch 398 0) 1101 09Nota ton -
Notary Public, Orange County, Florida Seal
REQUIRED INSPECTION SEQUENCE
IRIP# I'll 74 ^1— Address: L_`
BUILiDING PERMIT
Min Max .. Ins ection Desc!ri ti®n
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
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
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Min I Max
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
C
Min Max Ins ection I(Descrn Lion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
1Y1(]ECHAIVICAL,P.EI MI-T..
Min 1Maxt
Min I Maxi
Mechanical Roug
Mechanical Final
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
T4 Oct 22 02 15:45 3.002 P.08
FINAL SURV
TRACT "A"
RETENTION POND
DRAINAGE EASEMENT) 391
EN G. DEPT.
Ok to install 35' x 12' (420 s.f.) screen room on
concrete slab as shown on plan. Meets area and
dimension regulations for the SR-1 zoning
district. ,
I I
I I
J_...I — 25' DRAINAGE EAMN1
12.5' DRAINAGE EASELIENT
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12.5 DRAINACE I I
EASCYENT
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581304W 57.50' 110'UTIL17Y EA5EMEN1 p
FOLD
NAIL DISC V496 ROSE
MILL TRAIL I
S89'58'30"W 293.00' ELEVATION
ON THIS ENGINEERED SUB01VI51ON SECTION
6-7 CITY OF SANFORD CODE• 2RIPT10N;
HILL.
ACCORDING TO THE PLAT THEREOF AS LEGEND: fIN15N FLOOR F.F. i
1 LATBOOK 54 . PAGES 41 AND 42. OF THE FLORIDA,
CENT[
R LINE RDAD lOT
LINE 7—
EAsu"
t fNQ-
CSwv.
RDS
OF SEIAINOIE GDUNIY, ADJAGEN7 LOT LINE _ _ DRARACt ERG COTES:
AREBASED ON niC0R0 PLAT, EASEMENT
LINE SET
s/c' IRON ROD /5"7 ° U711LITY
RIGHT-
OF-WAY U
VAR
IS NOT INTENDED TO LOCATE ANY FND 5/B" IRON ROD j 2498 FNA
4'14' cONC. MONu 1EN7 2496 PC TRAM FORMERK 1V.
B)1 TV. TRA5
WND
UTILITIES, NTHICNATIONALFLOOO INSURANCE PROGRAM FIRM DATEDAPRILPOINT
Of CURVAIURE PT POINT
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NO.12117C, PANEL N0.9045E THEADOVEDESCRIBEDPROPERTYISNOT LOCATED Pow or INIERSECTION PI 2' MAW SPECIAL
1 LOOD IWARD-AREA FLOOD -ZOPIE I' e _
719dd £099909LOV 69:9T Z00Z/bZ/0T
RECORD COPYCONTRACTOR: US ALUMINUM
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
a 13HE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
OTHER DETERIORATION.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN O
THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE p
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE NAPPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE m
FOLLOWING COMPONENTS:
i. PORTLAND CEMENT TYPE 1 - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. -ASTM C 33
iii. AIR ENTRAINING +/- 1% - ASTM C 260
iv. WATER REDUCING AGENT - ASTM C 494
v. CLEAN PORTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
i. REINFORCING BARS - ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC -ASTM A185
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER
6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN
THE FIELD.
10. ROOF BRACING SHALL BE A MINIMUM 2"x2"x.050".
11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
OR EQUAL) TYP. ALL LOCATIONS
SCALE: NTS
GABLE
SCREENRGvm
1 x 3 O.B (TYP) ...... . ' ......
z
w
1 O
2x4 SMB ........ N
TyP)
m
a
2x2 DJ (rYP) • '
2'-0"
9'-0"
14'-0"
HOST STRUCTURE OR FOURTH
IE
O
N
r
o
ost Structure
I .. ........ .. ...
1................ 1..
I'.'..'.'.'.'.'.'.'..'.'. E ' E .......... E .'.'.'.'.'.•.'.. '
4 -
m New 3" X 0.024 •, In New 3"X O.024
j• • • • • • • • • C= Insulated Roof Insulated Roof '. Z• '•'.'.'•'.' ' ' ' ' • ' 'S '
u........
m .........'....'. m ..............
I .
r..'..'...'...... N . N V..'.' _ ...... N...:...:.....:: t : r....'.'.'.'..'...'.' m
Roof Slope ...
goefslepe '.
f'.
17'-6"
1-0
New Slab With 1
Thickened edge
37'-0"
ROOF
2 x 3 Upright & Cross
Members 24' (O.C)
2 x 6 SMB Carq
Beam
3" Insulated Concrete
Board Fill Panel
0
a
o
m
v
b
24" Aluminum qck Panel
8'-9"
17'-6"
2 x 7 SMB Carry
Beam
4'-4 1'"' 4'-4 1/2" 4'-4 112" 4*4 1/2" C-4 112" 4'-4 1/2" 4'-4 1/2" 4'-4 1/2"
35'-0"
FRONT
NEW GABLE SCREEN ROOM
OVER NEW CONCRETE SLAB
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REVIEWED FOR COrDE COMPLIANCE
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PLANS EXAMINER
7't-%D
DATE
SANFORD BUIL INr DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE ATOPROCEEDWITHTHEWORKANDNOTASLICENSEAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETTHEPROVISIONSOFTHETECHNICAL
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ASIDE ANY OFCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER o
REQUIRING A CORRECTION OF ERRORS IN PLANS, OR VIOLATIONS OF THIS CODE oCONSTRUCTION
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Project Information:
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Color: TBD w
Screen:18/14
Screen Door: 2 Door SHT.
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3" Received Channel Header With (1) #10 x
3/4" Tek Screws @ 8" O.C. Top And Bottom
ALUM. ROOF
10 x 3/4" Tek Screws
@8"O.C.
1/4 x 2-1/4' Tapcons
@ 16" O.C.
ALUM. ROOF TO WALL
ALUM. ROOF
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10x2"SMS @6"from
the ends and @
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FRONT WALL —
10 x 2" SMS into
screen bosses
Y4" x 2-'/<" Tapcon 6"
From Uprights and 24"
O.C.
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FOUNDATION
TYPICAL SIDE DETAIL
x 2 '%" Tapcons
@ 24" O.C.
5) #14 x 5" STS
w/ 1-'/=' neopreme washer per panel
MAX. 12" O.C.)
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Edge Beam
TYPICAL ROOF TO
BEAM DETAIL
2" x 2" Angle Clip w/ (2)
10 x W TEK @ ea side
1/4" x 2-'/:' Tapcons 6" From
Uprights and 24" O.C.
ALUM.ROOF
10x3/+" Fasteners - 2" from
ends and every 12" O.C. (max)
TYPICAL ALUMINUM KICK
PLATE ATTACHMENT
2) #10 x 3" SMS into
screen bosses
2) #10 x 2" SMS into screen
bosses
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w/ 1 ''/:" neopreme washer per panel
MAX. 12" O.C.)
ALUM. ROOF
ROOF TO CENTER CARRY Center Carry Beam
BEAM / UPRIGHT DETAIL
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Center Upright
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J-Channel w/1 5/8" Galvanized
Flush Mount Screws @ 12"
O.C. Both Sides
Concrete Board Kickplate
wi Water Resistant Barrier
On Back Side
J-Channel w/1 5/8" Galvanized
Flush Mount Screws @ 12'
O.C. Both Sides
w/1 5/8"
Galvanized Flush Mount
O.C.
J-Channel
Screws @ 12"
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Caulk Seal @ Joints -1/8 Inch Gap Between Panels
TYPICAL INSULATED CONCRETE
BOARD ATTACHMENT DETAIL
5) #14 x 4" STS
w/ 1 ''/z" neopreme
washer per panel
10 x 3/4" Tek Screws
@ 8" O.C.
MAX. 12" O.C.)
ALUM. ROOF .'.....'...'. ALUM. ROOF ..... .
5/16 x 2-%:' Tapcons
EDGE —
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10) #10 x %" Tek Screws To Wall
into received channel to O
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2"X6" External Receive Channel
2"X6" External Receive Channel
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w/ (10) #10 x each side
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TYPICAL BEAM DETAIL
ALUM. ROOF/ BEAM TO WALL
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PROJECT INFORMATION U o
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CONCRETE ' n Q 41
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4" Concrete 252 Sq. Ft z z L
Host Structure 0
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2" Overlay E „ ' Cy)
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Acrylic Area Color
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Texture ffCO
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Only Color — z o New4"
Concrete ;.; Existing Slab ;:;.;:;:;:;:;:;:;:; New4'Concrete c Door Pad # 2 3'x4' W 3'-
0" Slab With Q
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Remain Slab whn c
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CONCRETE REMOVAL lCi 0
12•-
6q Sq. Footage LL' 0-
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New
Door
Pad PAVERS REMOVAL Sq. Footage
9'-0"
16'-0" 10'-0" 0 PAVERS
35'-0"
4" Concrete
Slab With 6"x6" Thickened Edge on Compacted Earth
Fill w/ Termite Treatment Use 3,
000 PSI FIBERMIX Concrete FIBERMIX MONOLYTHIC
FOUNDATION DETAIL
NOTES