1424 Travertine Ter - BR17-003267 - SCREEN ENCLOSUREZZ CITY OF SANFORD
BUILDING & FIRE PREVENTIONNOV _ ? PERMIT APPLICATION
Application No:— _
Documented Construction Value: $ R
Job Address: ck -I k Historic District: Yes No
Parcel ID:- -yam- 5 - !1'b0 C y Residential Q ommercial
Type of Work: New LJ Addition Alteration Repair Demo Change of Use El move
oMove
Description
of Work: qQh FX\CJ,0UAL cn 110 / off Y C,FoU r v
Plan
Review Contact Person: tCaAF CnD* bc1 k Title: i' n f r1rrZACA-d Phone:
L aprl Fax: Email:— :LGGi- Cr'K Property
Owner Information Name
Phone: (3Q\ aa& -d-11253 Street:
SResident
of
property? City, State
Zip: Contractor Information
Name /::Dt, \
0)a0JA lIJ Street: (off ,
t_•t.n C Jt.. City, State
Zi O 0. 3'L3f
Phone:` Fax:
State
License
No.: SCC-S3\ kk49"?9(o Architect/Engineer
Information Name: M !
k\\CSYN... Phone: nS\\ '739 - lye Street: 4
440\ YL;ru9n'-,l A —to Fax: City, St,
Zip: , (:-Ce, 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. 1 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. 0 O,/ FBC
1053
Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application 0
IV -
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 ofthe property ofthe requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment ofa 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 of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
7
gnature of o`n for/Agent
j
Date
12tc te A cow o111
Print Contractor/Agent's Na e
c)`7'/%
Signature ofNo
4 uq, on a DEBBIE BLAN"79"
MY COMMISSION #'rF 173643
EXPIRES: February 25, 2019
OFOF 1p`J Bonded Thru Notary Public Underwriters
Contractor/Agent is Personally Known to Me or
Produced ID Type of M S
e 7- 0.W, IL/%ois
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
e 2 I kAPPROVALS: ZONING: 1`UTITIES:
COMMENTS:
ENGINEERING:
Fire Alarm Permit: Yes No
ItA /1-71 . -
WASTE WATER:
BUILDING:
Ar+n.11 15
Revised: June 30, 2015 Permit Application
THIS INSTRUMENT PREPARED BY:
Name: Tamela Campbell c/o Southern Screen LLC
Address: 682 Venson Ct,
Deltona, Florida 32738
NOTICE OF COMMENCEMENT
02/14/2017 11:35 AN
Instrument# 2017-030110 # 1
Book: 7360
Page: 3288
Laura E. Roth
Volusia County, Clerk of Court
IBIII4lIII IIIII IIIII IIIII IIIII IIII II11
Permit Number: ri: 'I 1 i C iii.l
Fir >,ii' i.i:;:a_) 1, ! i;i?'!i': i _. r 0if'1 L_E_E:.r: Parcel ID Number: 33-19-30-520-0000-0890
The undersigned hereby gives notice that improvement will be made to certain real property, and ir(AdWdh5c&wXCW_Wr7L:f2, 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
1424 Travertine Terrace I ,. ! XG {:L:: U t":.='
2. GENERAL DESCRIPTION OF IMPROVEMENT:
New screen patio enclosure
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: -John Thomas, 1424 Travertine Terrace, Sanford, Florida 32771
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
CONTRACTOR: Name: Southern Screen LLC Phone Number: 386-574-7567
Address: 682 Venson Ct. Deltona, Florida 32738
5. SURETY (If applicable, a copy of the payment bond is attached):
Haaress: Amount of Bond:
6. LENDER: Name: CFE Federal Credit Union Phone Number. 407-896-9411
Address: 1000 Primera Blvd. Lake Mary, Florida 32746
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: John Thomas Phone Number: 321-228-0753
Address: 1424 Travertine Terrace, Sanford, Florida 32771
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from 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 1, 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.
Sign of Owner or Lessee, o ee's
zed Officer/Director/Partner/Manager)
John Thomas
Print Name and Provide Signatory's Title/Office)
State of A.County of(.jr1t - 1 _
The foregoing instrument was acknowledged before me this C D 1 \ day of t V 1 LQ Ck L4 201-7
ed
by [o M 12 Who is personally known to me* OR
Name of person making statement
who has produced identification type of identification produced:
EMILY OSTRESH I ft A
o; Notary Public - State of Florida Notary Signature
My Comm. Expires Sep 18, 2018
Commission # FF 155173
or Bonded through National Notary Assn.
386 574 7567 P.1
RECORD COPY
ALUMINUM SCREEN DESIGN
ru,—zi 's. C0nsz!iu.CiIof" Enji i?.`i;
Ikon
Plan Types:
Screen Room
Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH)
Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed)
Car Port REVIEWED FOR CODE COMPLIANCE
Patio Cover
Qther- PLANS EXAMINER
DATE
Reference: ( o V-k4 S News Revision Date:
Project Address: 142V
City: C
Contractor [dame: 5 e,r`-ee., t`tla Y C v b l
Address: Ve3nsc,, G SANFORD BUILDING DIVISION
c:C•'''77f `T
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
Zip Code: 51-138
E, CANCEL, ALTER OR SETITYTO
ISIONSTVISIONS OF THE TECHNICALASIDEARYOFTHEPROVPhone/
Fax: 3&, _ ;74 --) SG i CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE
BUILDING OFFICIAL FROM THEREAFTER Email:
REQUIRING A C RRECTION OF ERRORS IN PLANS, CONSTRUCf
14IN OR VIOLATIONS OF THIS CODE Choose
One: MailF] Pick UpFJ Fed E)OFF9 No of Copies For
Fed Ex option got to vn v,r_alLmir:umscre ne esian_ccm and provide FedE:x account ) Payment:
Checkn Credit CarPeendesign-con, ForCreditCardoptiongoto1.nnv, v.alunijnumscto pay by credit card) Engineering prepared
by_ Engineer. Michael
Thompson, MSc, P.E. (P-E. #47509) 4401 Vineland
Road —Suite A6, Orlando, FL 32811 Office:407-
734-1470 Cell:407-721-2292 Project Manager.
Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.
com Website:'v,
ra a>r,-rr«t-sci e esi =cam CA#30930 # '' 7 - 2 6 / J DING
s AtNF
ORD OFPAR_\"
Apr 12 17 07:43a Southern Screen, LLC 386 574 7567 p.2
ALUMINUM SCREEN
Aluminum v. Construction
DESIGN
ngirneering
Ultimate Wind Speed (mph): - 0 Exposed Category: C Risk Category:
Screen Room:
Insulated Pan Roof
Fascia Wall: Block Conventional
Uprights x Top Plate x Kick Plate
Pool Screen/Cage:
Dome Gable Mansard
GuttefU Wall: Block Conventional
Beams Q2 x _ Uprights 2 x._ Purlin _Z,_x Z--
Car Port:
Insulated
Fascia
Pan[]
Wall: Block
Beams x Post
Conventional
x
Patio Cover:
Insulated Pan
Fascia Wall: Bloch Conventional
Beams x Post x
1
Concrete:
Existing New: 4" Slab[-]Pier Ribbon Footer ,J2? x /02 Pavers
Other:
Note: In the eventthatthere is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction
between the plans and the general notes and design standard.
ElmoA S DA:uminum '3 Coinsr _. nn Eng'i .. _ iT General
Notes & Design Standards Non -
Removable Pool Screen) The
following are general design standards. More stringent design standards may be noted on the plans. In the event of
a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent
dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design
Codes: Florida
Building Code 2014 (51h Edition) Aluminum
Design Manual 2010 ASCE
7-10 Design
Loads: Pursuant
to FBC Chapters 16 & 20 Ultimate
Wind: -130 MPH (FBC Table 2002.4) Risk
Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure
Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional
Load requirements: Structural
members supporting screened enclosures are designed for wind in both of two orthogonal directions using the
pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward
along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures,
purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member,
not occurring simultaneously with wind load. Design
Basis: Allowable
Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General
Requirements: Reproductions
of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information
shown as correct and obligates himself to any expense, real or implied, arising from their use. A
change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor
and must be submitted to the engineer for approval. The
general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all
existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural
engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared
by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review
and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear
no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation
and Earthwork: Applicable
only when unsuitable soils are encountered. When
unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil
bearing capacity — 2,000 psf Minimum Provide
neat excavation for footing and place concrete immediately after excavation and inspection. Pump
water from footing excavation if greater than one inch. Compact
all fill to 95% ASTM D698 density. Unit
soil weight = 105 pcf Internal
angle of friction = 30 degrees Coeff.
Of friction between footing and soil = 0.5 Michael
Thompson, P.E. #47509/CA#30930 4401
Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.
aluminumscreendesign.com
aN1U zF
Structural Aluminum: 71
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.
All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end ofoverlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1 /16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails, Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction. .
Wind Speed =130 MPH
2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0"
2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0"
Concrete
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be 3/a"
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM Al 85 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole Alignment•
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
RIMA DA C c) n s 1 r u, on E r. e c
Cables:
Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen
enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in
column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ftz with
bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 %" x '/4"
tapcons or equal.
Beams & Upriahts:
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
130 MPH
PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES
SIZE
Roof Span
Maximum Beam
Spacing = 6'-0"
Roof Span
Maximum
Beam Spacing =
6'-8"
Roof Span
Maximum Beam
Spacing = 7'-2"
2 X 4 17'-9" 16'-9" 15'-6"
2 X 5 23'-3" 22'-0" 19'-0"
2 X 6 26'-0" 25'-0" 22'-9"
2 X 7 28'-0" 27'-0" 26'-6"
2 X 8 34'-0" 33'-0" 32'-6"
2 X 9 36'-0" 35'-0" 34'-6"
2 X 10 40'-0" 39'-0" 38'-6"
Upright -Pool Cage Enclosures
Upright
130
MPH
SIZE Height
2 X 4 11'-6"
2 X 5 13'-6"
2 X 6 15'-0"
2 X 7 16'-9"
2 X 8 17'-9"
2 X 9 18'-9"
2 X 10 22'-0"
Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more
than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30'
max; 2 x4 for beam span greater than 30'.
Purlin•
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
Header Beam:
Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max)
when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is
required to install insulated roof covering pursuant to the Florida product approval specification (35 psf).
Intermediate Girts:
Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail
or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional
intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet.
Edl?e Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or tooter.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
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ALUMINUM SCREEN DESIGN
SEE GENERAL NOTES
DESIGN STANDARD
FOR ADDITIONAL
INFORMATION (TYP.)
SMB
BEAM TO FASCIA
U
101
0
1" GUTTER STRAP IS ATTACHED
TO GUTTER WITH #10 1" & INTO
FASCIA WITH # 10 2" PER STRAP
24" O.C. MAX 4" FROM EACH UPRIGHT
PURLINS ATTACHED TO BEAM W/
3) #10 2" SMS, PLACE WASHER
UNDER SCREW IN GUSSET CORNER
v
NOTES •
1. GUSSET DIMENSIONS ARE MINIMUM
X 8" ON BOTH SIDE OF BEAM, MAY BE
Q INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES ADD OR
SUBTRACT TO MAINTAIN A 1-1/4" O.C.
SCREW SPACING
3. GUSSET LENGTH REMAINS CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
10 SMS I -
BEAM IS ATTACHED O GUTTER W/
2X2X1/8" ANG E & (4) 910 1" PER SIDE / v I / r • I e
e
e1
e
0 e
e A 40BEAMTOWALL
2X2 IS ATTACHED TO STRUCTURE W/ e e • e •
4" X 1/4" TAPCONS (#10 4" IF TO WOOD
STRUCTURE) 6" FROM ENDS 24" O.C. e e •
2X2 ANGLE IS ATTACHED TO BEAM
WITH (2) #10 1" & INTO BLOCK WITH
2-1/4" X 1/4" TAPCON
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL 1S .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROADALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" EMBEDMENT DEPTH
SUITE A6@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811
SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P. # 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS A#30930
ALUMINUM SCREEN DESIGN SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST
2X2 ROOF PURLIN
2X2 TOP PLATE IS ATTACHED /
2X2 PURLIN WITH (2) # 10 4" THRU
BEAM INTO PURLIN EMBOSS
DOOR FULL Z OR
DOOR JAM
STANDARD
2X3 POST OR DOOR JAMB
x
0
rn
02 HINGE DOOR
n
O
z
cn
EACH DOOR IS SCREWED INTO UPRIGHTS
WITH #10 1" SCREWES 24" O.C.
IX2 FASTENED TO 2X2 W/ #10 2"
6" FROM UPRIGHTS 24" O.C.
SLOPED PURLIN CONNECTION DETAIL
2X2 TOP PLATE IS ATTACHED TO
2X2 PURLIN WITH (2) #10 4" THRU
BEAM INTO PURLIN EMBOSS
1X2 FASTENED TO 2X2 W/ # 10 2"
6" FROM UPRIGHTS 24" O.C.
PURLIN
1-1/2" X 2" X 1-1/2" X 0.062"
RECEIVER CHANNEL
REMOVE BACK TO FIT OVER
PURLIN PROVIDE (4) #10 X 3/4"
SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST
2X2 EDGE BEAM
2-1/8" X 1-1/2" C-CHANNEL
C-CHANNEL ATTACHES UPRIGHT TO
TOP PLATES WITH (4) #10 1" INTO
UPRIGHT & (3) #10 1" INTO TOP PLAT]
UPRIGHT ATTACHES TO PURLIN W/
1X2 ANGLE & (4) #10 1" PER SIDE
FRONT WALL TO BEAM
SMB BEAM IS NOTCHED
OVER UPRIGHT
2X2 INTERNALLY SCREWED
THRU BEAM W/ (3) #10 2"
I X2 FASTENED TO 2X2 W/ # 10 2" \
6" FROM UPRIGHTS 24" O.C.
6) #10 1" INTO GUSSET
PLATE PER SIDE TYP.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL 1S .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROADALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" EMBEDMENT DEPTH
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
SUITE A6
PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLAND , FL 32811
SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS _ CA#3 0930
ALUMINUM SCREEN DESIGN
SEE GENERAL NOTES
DESIGN STANDARD
FOR ADDITIONAL
0000
0
O
1/8" THICK ANGLE BRACKET
ATTACHED TO UPRITE AND
GIRT WITH (6) #10 1"
5/16" EYE BOLT WELDED
CLOSED WITH DOUBLE NUTS
COMPRESSION SLEEVE
SIDE VIEW
COMPRESSION SLEEVE
3"A.S.T.M. A-36 STEEL CLIP
WITH 2 2 1/4"XI/4 TAPCONS
a
000
COMPRESSION
SLEEVE
EACH CABLE WILL
SUPPORT 227.5 SQUARE
FEET OF WALL AREA
45 DEGREE
MIMIMUM
CABLE DETAIL I K BRACING DETAIL
1/8" STAINLESS
STEEL CABLE
IT TO 14'
3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"Xl/4" TAPCONS
2) # 10 2" IF TO WOOD DECK)
n
K BRACE IS ATTACHED TO
IMINUM STRUCTURE WITH
C CHANNEL & (6) # 10 1"
3LIND SCREWED WITH
10 2" PER END
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE
ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED
WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION
NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY
DESIGN STATEMENT MICHAEL THOMPSONALUMINUMSCREENDESIGN.COM
METAL IS .046 THICKNESS OR GREATER, ALLOY 1S 6005-T5 4401 VINELAND ROAD
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
SUITE A6
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO FL 32811
PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. E. # 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3093Q
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OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR
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Colbert, Sabreena
From: Gibson, Russell
Sent: Thursday, December 14, 2017 9:33 AM
To:, JThomas@mycfe.com
Cc: Colbert, Sabreena; tamelalee@aol.com
Subject: RE: 1424 Travertine Ter - Building Permit
Mr. Thomas — Good morning!
It was a pleasure speaking with you earlier. The information you provided was most helpful and addressed the questions
we had and evidently the HOA as well. Consequently, my office (Planning) will sign off on the building permit and return
to the Building Department for processing. As discussed, please forward copy of the HOA approval and your engineer's
letter for our records.
Thank you and again, please give my regards to Kevin Miller and Linh Dang too.
Most sincerely,
H61
Russ L. Gibson, AICP
Planning and Development Services Director
j. CITY OF
0 SkNFORD
300 N. ParkAvenue
Sanford, FL 32771
Direct —407-688-5142
Fax — 407-688-5141
UM U91
www.sanfordfl.gov
From: John E. Thomas [mailto:JThomas@mvcfe.com]
Sent: Thursday, December 14, 2017 7:36 AM
To: Colbert, Sabreena <Sabreena.Colbert@Sanfordfl.gov>
Cc: 'tamela lee @aol.com' <tamelafee @aol.com>; Hinson, Eileen <EILEEN.HINSON(a@Sanfordfl.eov> Subject:
RE:1424 Travertine Ter - Building Permit Good
morning Ms. Colbert, I hope you are doing well. I have not heard back from the building department since your last
correspondence. I was wondering if you could help me in verifying the status of my permit. My contractors and I are all
anxious in getting this project completed. Thank you very much for any help you can provide. Have a great day. CF_
E__ FEDERAL
CREDIT UNION John
Thomas Director
of Facilities 1000
Primera Blvd. ( Lake Mary, FL 32746 D: (
407) 708-6625 C: (321) 228-0753 F: (407) 333-5092 Mycfe.
com I Facebook I Twitter I Instagram-
GREYSTONE TOWN HOMES OWNERS' ASSOCIATION, INC.
A Corporation Not -for -Profit
MINUTES OF MEETING OF THE BOARD OF DIRECTORS
DATE: October 16, 2017
TIME: 6:30 PM
LOCATION: Greystone Clubhouse
Sanford, FL 32771
1. Call to Order
The meeting was called to order by John Thomas, president at 6:34 p.m., the date and the place set forth above. The
meeting notice was posted on Friday October 13, 2017 by Mandie Jergens, Community Association Manager.
2. Establish a Quorum
A quorum of the Board of Directors was established as follows:
Present were the following:
John Thomas, President
Charlie Conatser, Vice President
Kathy Slaby, Secretary
Chris Ray, Treasurer
Fred Kohb, Director
Nikki Carlton, Director
Larry Simmons, Director
Absent were the following:
The following representative was present from First Service Residential:
Mandie Jergens, Community Association Manager
3. Approval of Minutes of the Previous Meeting
The minutes of the August 21, 2017 were reviewed. A motion was made by Chris Ray to waive the reading ofthe
minutes and accept as written, seconded by Charlie Conatser, Motion carried unanimously.
4. Finance Report.
Chris Ray and Mandie Jergens provided a report on the financial status of the community. This included a
breakdown of accounts and their balances. Mandie Jergens went over the reserve funding schedule and gave a brief
overview on how those funds were allocated. A motion was made by Chris Ray to approve the financials as
presented. Motion was seconded by Charlie Conatser, all in favor and so motion carried.
The Association has title to one, unit during the month of October, rental income was S 1,194.00
5. Unfinished Business:
A. Pool Deck- Mandie Jergens presented the board with three proposals to resurface the pool deck and make
repairs to the sections that are sinking. Decretive Concrete, Sundeck and Blue Water pools submitted proposals.
After much discussion the board decided to go with Decretive Concrete for resurfacing and Todd Nunn for the pool
deck repairs. A motion to accept the proposals was made by Chris Ray and seconded by Charlie Conatser, all in
favor and so motion carried.
B. Roofing and Painting- The board discussed the meetings they had with Perfonnance Roofing and
Nolands Roofing. At this time the board has decided that they would like to look at hiring a roofing consultant to put
together a big package for us to send to vendors. This will allow for exact bids with the proper quality materials
used.
6. New Business
7. Committee Reports
A. ARC Committee — Kathy Slaby announced that Fred will be taking over as ARC Chair.
ARC Application for John Thomas- Exterior Screen Enclosure- A motion was made by Chris
Ray to approve the exterior enclose as submitted and reviewed by the association attorney Paul
Wean. Motion was seconded by Fred Klob. President John Thomas ABSTAINED from voting.
With a majority voted the motion was passed.
Chris Ray made a motion to use the ARC request submitted by John Thomas and approved by
the attorney as the official standard for future Exterior Enclosure request. Motion seconded by
Charlie Conatser, all in favor and so motion carried/
B. Social Committee: Niki Carlton will meet with Mandie Jergens and set a date and time to trim the
Christmas tree and for a holiday social. Julie Wagner asked about joining the social committee. Mandie Jergens will
email her.
C. Communications Committee: Mandie Jergens updated communication boards.
8.Open Forum — Charlie Conatser made a motion to have the attorney send a letter to the owners at 1 1 16
Limestone Run regarding their tenants and a nuisance complaint. Motion seconded by John Thomas, all in favor and
so motion carried.
9. Adjournment - A motion was made by Charlie Conatser at 7:42 p.m. To adjourn, seconded by Chris Ray,
motion carried unanimously.
Respectfully submitted,
Kathy Slaby, Secretary
f
William Hockensmith
From: Ken Lewis <KLewis@sjrwmd.com>
Sent: Wednesday, August 16, 2017 2:01 PM
To: William Hockensmith
Subject: RE: Greystone Townhomes, Sanford
No permit is required from the District for this project.
Thanks for asking,
KAL
Ken Lewis, P.E.
Sr. Professional Engineer
St. Johns River Water Management District
Maitland Service Center
601 South Lake Destiny Road, Suite 200 • Maitland, FL 32751
Office: 407-659-4831
Website: www.s*rwmd.com
From: William Hockensmith[rnailto:WHockensmith@feg-inc.us]
Sent: Friday, August 11, 2017 2:37 PM
To: Ken Lewis <KLewis@sjrwmd.com>
Subject: Greystone Townhomes, Sanford
Ken, my client has a townhouse 1424 Travertine Terrace. This development was permitted by St. Johns as 67798-3
The permitted plans list the allowable area per building and are based on 1,800 SF per townhouse unit.
1
N
MOUTH PHASE --I
BL)G
No.
BLDG
TYPE
No.
EMITS
BLDG PRKGA )ja REWD
PRKG
PROP
V 5 I 9000 2
1 9000 (-2
2
22VS
3 t 6 110800 2 2
4 v
6
9000 2.
s vi 1OaD0 2 2
p 1 6 1 10a00 2 I Z
v1 1; 1 nw)n )
2
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0
t1
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1 }
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w
4
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7200 2 2
g 1a00
17 17 4 {' 7200 I 2 L
I 1 Y I VI II RI l /
The units are 30' x 60' but this unit has a green space near the front door.
Based on the property appraiser information, his total area is:
Base 1,211 SF
Garage 414
Front porch 29
Front sidewalk 48
Rear porch 48
TOTAL 1,750 SF
Base Area Total SF !j Living SF Ext Wall Adj Value Repl Value "Appendages
1,211 2.123 1,680 CB/STUCCO S123,523 $129,343 Description i AreaFINISH
UPPER
i STORY 469.00
FINISHED
GARAGE
414.00iFINISHED
OPEN
1 PORCH 29.00
FINISHED
2
Parcel: 33-19-30-520-0000-0890 Budding No.: 1, Page No: 1
13 30
16
34 36USF
ST2 SAS
3`
7 2
7
3 2 PF
4
3
26 7 9
GRF
10
c
He is requesting to, construct a rear screen porch consisting of 32 SF footer. The top of the porch will also be screened.
Thisputs his total impervious area at less than the allowable 1,800 SF.
We previously discussed this project and you indicated the SJRWMD permitting would not be required for this screen
porch.
I am requesting confirmation of this to provide to the Homeowners Association.
Contact me if you have any questions.
Bill Hockensmith, P.E., Senior Project Manager
FLORIDAFEENGINEERING
GROUP
Engineering the Future
5127 S. Orange Avenue, Suite 200
3
Orlando, Florida 32809
Phone: (407) 895.0324 Ext. 227
Fax: (407) 895.0325
Cell: (407) 450-0502
Email: WNockensmith0feg-inc.us
Web: http://www.fe inc.us
Disclaimer - All data transmitted with this e-mail is the sole property of Florida Engineering Group, Inc. (FEG) and is transmitted to you for your
convenience. By using data transmitted with this e-mail, you assume all liability resulting from its use and release FEG from any liability of any nature
whether expressed or implied. You are advised to check the transmitted data for virus prior to its use.
We value your opinion. Please take a few minutes to share your comments on the service you received from the District
by clicking this link
Notices
Emails to and from the St. Johns River Water Management District are archived and, unless exempt or confidential by
law, are subject to being made available to the public upon request. Users should not have an expectation of
confidentiality or privacy.
Individuals lobbying the District must be registered as lobbyists (§112.3261, Florida Statutes): Details, applicability and
the registration form are available at http://www.sirwmd.com/lobbyist/
4
REQUIRED I[ NSFECTI[.ON SEQUENCE
BP#- Ir7_ 32'7
s Rou''r DDI.M(c; PERM, T
Mnffi Mays Iffisec>tll®ffi IlDeseII'll >tll®ffi. 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
Roof Final
Stucco / Siding Insulation
Final Final
Utility Building Final
Door Final
Window- 000
Final Screen.Room Final.
Pool Screen Enclosure Mobile
Home Building Final Pre -
Demo Final
Demo Final
Single Family Residence Final
Building. Other Address:
14?_,t --,Q-k.l a-„F Or;•
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Macttion ](Descri ttiou Electric. Underground
Footer /' Slab
Steel Bond Electric Rough
T.U.
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Final Electric Final
Min A
Max
Inspection
IlDescriEtion Plumbing Underground
Plumbing Sewer
Plumbing Tub
Set Plumbing Final
e.`L:
U4LL'CU°LaLL''LLBjLL:ia IGINVLL'. r...,s...tv,Yhf,Y AYGs,`6:F `'ds$'. ,.Sa ... Sa, fi, '.°:... ''.. .# a.:, Min Max
Inspection )(Descril2ttion Mechanical Rough
Mechanical. Final,
min Max
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ec>
tionn. l(Descrn floc Gas Underground
Gas Rough
Gas Final
REVISED: June
2014
PROPOSAL U2 -Ct a"l`4A 1, 117
Southern Screen PROPOSAL NCI
682 Vensw COU!"t
Deltona, Florida 32738
386574-7,5670
Licr-nis,- # Sr,-C13 1149796
PROPOSAL SU6;x1ITTED TO. WORK TO BE PERFORMED AT
LTEDATE 0 F- :ILA,,,,!' s
ARCHITECT
We hereby Prol-x3se to furnish the materials and perform thp labor necessary for the completion off
LU
LCIn
All material IS guaranteed ;-r) be as specified, and the above work to be wformeo in accordance with the drawii s andscecifications, submitted for above work and completed it) a substantial workmanlike manrer for the sum of
ii 1 .6
with payments to be m c as follax,,s ocllars(S
Respectfully submitted
An1(ha 9 extra vests0executedonlyupon "itt- GrCe'. become an extra charge0i'C' and abo,ethe Peresarnate, AJI agreements Conim9er-1 upon strikesaccidents. ord-3111y% beyond Our Contmi,
Note — This proposal May be withdrawn
by us if not accepted within '30 clays
The above prices specifications ACICEPTANICIF OF PROPOSAL
and conditions are sati$factory and are herebyaccepted.You ant a Lithriri7edto ce jh-eworl< as specified. Payments v,,i[I bernade as outlined above. n
Date -
7
Dec 21 17 10:31 a Southern Screen. LLC 386 574 7567 p.1
SEMINOL.E COUNTY MULTIJURISDICTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: I & d , -I
I hereby name and appoint: 'Z50 1f1 3C f-'(NaS an
agent of: O(lPx'Y _Sjc_PSe.' 1.1--C— Name
or Company) to
be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment
for (check only one option): All
permits and applications submitted by this contractor. O--
rrL
The specific permit and application for work located at: I
an —VXIQ Ce S Street
Address) Expiration
Hate for This Limited Power of Attorney: License
Holder Name: State
License Number: Signature
of License Holder. STATE
OF FLORIDA COUNTY
OF The
foregoing instrument was acknowledged 20
9 by 's-' &ViVtk CC.i i'k, I O" A]
who has produced _ a
ho did (did not) take an oath. S
ature f Notary' SOS
CRYAL ii IANYA
KELLEY ENotarypublic. Slate of Florida oY• CorrJmissio D` "0'• Comm. MYn FF 973561 ExpiresMay }4, 2020 me
this LU Y-? "yyll dayof ''.%, who
is 0 personally known to me or as
identification ILA,
Print
or Oe Notary name Notary
Public - State of ' tom• v Commission
No. GI1 1`311 My
Commission Expires: