324 Placid Lake Dr - BR17-003252 - SLAB SUNROOMi,4.
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1-3z5z
Documented Construction Value: $ 0
Job Address: 3a q ( AC, (A" Historic District: Yes N09
Parcel ID: ) a 0 '3 S-a ® b® ® Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:'
Plan Review Contact Person:
Phone: Q 6 p' I- q Fax:
Name - A 1 G (_e_ aio
Street:
City, State Zip: C
Name r rt
Street:
City, State Zip:
Name: 141 lJl9`
Street:
City, St, Zip:
Bonding Company:
Address:
o.3
Owner Information
Phone: (-3 d (06
Resident of property? U -tf, 5
D,7 73
0 0V-1
Title:
TTs6 ,-
mation
7 / /+,
Phone: ci / 39- '[ l 't>
Fax: 4 D / d-a 0 `z
73State License No.: ARj c Q 5 3 007
A.rch,tect/En ineer Information
AVwN QA Phone:
r i v.1 1 A., r1rr ^1 Fax:
E-mail:
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 ofFlorida 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 1CC 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.
to II
Signature of r gent
1
Date
Print Owner/Agent's Name
SON
Notary Public - Siate of Florida
Commission # FF 181319
My Comm. Expires Mar 27, 2019
ered E#xe ticnal Notary Assn.
Owner/Agent Personally Known tgMe orProducedID
Signatureof Contractor/Agent Date
Print Contract is Name
BRYAN DORION
Notary Public - Siate of Florida
Commission # FF 181319
My Comm. Expires Mar 27, 2019Fn-" BondedthroughN 'cnalNotar s,
n to Me or
Produced ID
BELOW IS FOR OFFICE USE ONLY
Permits Require Building lectrical Mechanical Plumbing
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy'Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 5 UTILITIES:
ENGINEERING: FIRE:
COMMENTS: Or it K q IZ` ic Zb'
PC ayce kowid non Mao
Gas[] Roof
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 6- -IT -tz
Revised: June 30, 2015 Permit Application
SCPA Parcel View: 02-20-30-520-0000-0810 http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=0220305200...
ROM R I V.
AI'I R,151
Property Record Card
Parcel: 02-20-30-520-0000-0810
Owner: LOPEZ WALTER I & GASTON MICHELLE
Property Address: 324 PLACID LAKE DR SANFORD, FL 32773
Value SummaryParcelInformation
Parcel 02-20-30-520-0000-08
Owner LOPEZ WALTER & GAS MICHELLE8•
Property Address 324 PLACID LAKE DR SANFORD, FL 32773
Mailing 324 PLACID LAKE DR SANFORD, FL 32773
Subdivision Name PLACID WOODS PH 1
District S1-SANFORD
DOR Use Cdde- 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2006)
1.
82 ` 'r
J Pgh
83
Legal Description
LOT 81
PLACID WOODS PH 1
PB 51 PGS 23 THRU 29
Taxes
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
Sales
Description
WARRANTY DEED
WARRANTY DEED
WARRANTY DEED
WARRANTY DEED
QUITCLAIM DEED
SPECIAL WARRANTY DEED
WARRANTY DEED
Find Comparable Sales
Land
Method Frontage
LOT
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value $106,442 100,390
Depreciated EXFT Value
Land Value (Market) $25,000 25,000
Land Value Ag
JusUMarket Value'* $131,442 125,390
I Portability Adj
Save Our Homes Adj $57,783 53,246
Amendment 1 Adj $0
P&G Adj $0 0
Assessed Value $73,659 72,144
Tax Amount without SOH: $1,599.76
2017 Tax Bill Amount $621.51
Tax Estimator
Save Our Homes Savings: $978.25
Does NOT INCLUDE Non Ad Valorem Assessments
Seminole County GIS A\
Assessment Value Exempt Values Taxable Value .,
73,659 48,659 25,000
73,659 25,000 48,659
73,659 48,659 25,000
73,659 48,659 25,000
73,659 48,659 25,000
Date Book Page Amount Qualified Vac/Imp
10/1/2005 05969 0391 205,000 Yes Improved
6/1/2004 05380 0269 139,000 Yes Improved
11/1/2003 05113 1607 119,000 Yes Improved
1/1/2001 03986 1928 38,400 No Improved
2/1/1998 03384 0411 100 No Improved
12/1/1996 03176 1385 81,000 Yes Improved
9/1/1996 03133 1124 157,500 No Vacant
Depth Units Units Price
1
Land Value
25,000.00 25,000
1 of 2 10/25/2017 7:05 AM
11111111111111111111111111111111 fill fill
Permit Number: DY
Folio/Parcel Identification Nu r:C i 1 p p (1 D `-'''''f'' I ti I '' ` F #:.•i9 4IIJi._'_ i7(Ji'f i 1
l:'•'iil'•. iii' _ 1.i7:1,} I
Prepared by: :i.:.:.;.-;, {`i_#'a' 'r
CI-ERK s 2017107999
i
111i. ~ ii,l• i# i.l. : 111 r2;r. 11 I-C# i
Return to: IU_. -
ino ,(NOTICE OF COMMENCEMENT "
State of Florida, County of Arlie , o .-- 9) R LA L t C( 4) o a lS ? 1 ( j 4 c
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 propertyy (legal escription of thp.Koperty, and treet ad ess if available)
t r n ?D7 73
2. General description of improvement
3. Owner information gr Lessee infor pati n if Pe Lessee contracted for the improvement
Name t. G
Address wd lot
Interest in Property
Name and address of fee simple titleholder (if different from Owner listed above)
Name
Address
4. Contracto<-D q 07 2d- q l qNamet-A 1 J Telephone Numb
Address
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 pr vided in §71 3(1)(b) Florida Statutes. C-7 3, U Q Name -'e-T , _ i Tele anne Num r
9. Expiration date of notice of commencement (the expiration date may not be before the completion of
construction and final payment , he contractor, but will be 1 year from the date of recording unless a
different date is specified) "- -9 0 A-- SD4.4
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
facts stated in it qre trugto the best of my knowledge and belief.
Signature 3F5rV7or Lessee, r Owner's or L fizNgtg fi ire t r o Wgm 'pager Signatory's Title/Office
5' « + •= Commission # FF 181319 L
The foregoing instrument was acknow a t' t7mmiapires M49Y. Q bqlr OF
F1..• Bonded
through Naticnal Notary p:,q th/year name of person t,• 4np• as
K Type
of orit fuse orney in fact behalf of wh trument w;s cuted !'a" Si
ary Pu #c —State lorida Print, type, or stam pttommissionedna c' • b is sy
Know OR Produced ID o
roduced`'@\ 23-20 Form Revised. Sebtem 2 011 rA
I
4
May 2, 2018
Michelle Gaston
324 Placid Lake Drive
Sanford, Florida 3277.3
RE: 324 Placid Lake Drive — De minimus Variance
Tax Parcel Number: 02-20-30-520-0000-0810
Dear Ms. Gaston:
This department is in receipt of your Application for Variance to increase the allowable lot coverage from 2,218
square feet to a maximum of 2,550.7 square feet in order to construct a 12' x 23' Category II Sunroom at the
above referenced property. Upon review, the request has been determined to be 1.5% or less of the required
open space calculation and is therefore considered to be a de minimus variance meeting the following criteria:
Special conditions and circumstances exist which are peculiar to the land, structure or building involved
and which are not applicable to other lands, structures or buildings in the same district.
The literal interpretation of the provisions of the land development regulations would deprive the
applicant of rights commonly enjoyed by other properties in the same district under -the terms ofthe
land development regulations.
The special conditions and circumstances do not result from the actions of the applicant.
Granting the variance will not confer on the applicant any special privilege that is denied by the land
development regulations to other lands, structures, or buildings in the same district.
The reasons set forth in the application justify granting the variance, and that the variance is the
minimum variance that will make possible the reasonable use of the land, building, or structure.
The granting of the variance will be in harmony with the general purpose and intent of the land
development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the
public welfare.
Your request for a variance is hereby approved to allow a 15% increase in allowable lot coverage. This approval
in no way overrules or relieves the owner from compliance with any deed restrictions or Property Owner
Association requirements that may be attached to this property.
Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved
or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of
the Administrative Official's action. The applicant shall be required to withhold all action on the property until
the 31 st day past the date noted above. If you have any questions, please contact this office.
Respectfully,
Cl OF SANFORD
I
Sa reena Colbert
Planner
Jeff Triplett Art Woodruff Velma H. Williams Patrick Austin Patty Mahany Norton N. Bonaparte, Jr.
Mayor District 1 District 2 District 3 District 4 City Manager
City Hall, 2nd Floor • 300 North Park Avenue • Sanford, FL 32771-1244 • PO Box 1788 • Sanford, FL 32772-1788
1).407.688.5140 - f.407.688.5141 - sanfordfl.gov
REQUIRED INSPECTION SEQUENCE
H P# 1-1 -17,7 <%
I umQ , irgG II gIfmr — —
Min Max I<ns ection IlDescK! 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 Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
Address:
ELEC 6RIC 1E'lE ll
Min Max. I s2ection J<Descri2tion
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
f9OC7 Electric Final
Min Mays IIns2ection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min aX ns ection DescCriRtion
Mechanical Rough
Mechanical Final,
Min Mays Inspection, Description_
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
x
N 11 / 01 / 2017 10: 31 4073223039 RLC0 D CP P1r PAGE 01 / 06
is
v.W,....t. ..-..._..CUrtslr{_ Sion Ertlne ng
Plan Types: j
a, s
Pooi Screen/Cage (Non -Removable Screen - Designed to withstand actual Wind Speed)
Car Port
Patio Cover
F Other: e
Reference:
Project dress:
sty:
U Non Stan
Contractor Name:
Address: > S, X474-,(17-XA-
Zip Code:
Phone/Fax:
REVIEWED POR CODE COMPI LANCE
PLANS EXAMINER
Co
SANFORD BUit_I31NG DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Email:
Choose One: Mad Pick Up E-Fiie[Fed Ex*11 No of Copies
Four FedEx option go to wwwaluminumscreendesign.com and provide FedEx account #)
Payment: Check Credit Card*[
Far Credit Card option go to www.alun-inumscreendesig.com to pay by credit card)
Engineering prepared by:
17-3252
GUILD/L
a i
SAFd%ph'D
ASD
Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) R
4401 Vineland Road- Suite AG Orlando, FL 32811
Office: 407-734-147 0 Cell: 407-721-2292
Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181
Email: alunlinumscreendesiynPyalioo.com
Website: www.aluminumscreendesi n.com cA#30930
11/01/2017 10:31 4073223039 P PAGE 02/06
yr _ - fie:,g iri: k' .
Ix T ]
P, iM:t_.° i v rr n u rn d C o r y 3 c t ^n E 3 4 5 9
Ultimate Wind Speed (mph): Exposed Category: C Risk Category: 1
Sc7,c'
Insulated Pan Roof
Fascia .Wall: Block Vonventional 9,
Uprights ' X Top Plate ,, — Kick Plat
Fool Screen/Cage :
Come Gable 7 Mansard
latter Wall: Block Conventional
Beams X Uprights _,,,X Purlin X
Car Port:
Insulated Pan
Fascia Wall: Block Conventional
Beams X Post , X
Patio Cover:
Insulated Pan
Fascia Wall: Block Conventional
Beams X Post X
Concrete:
Existing New: 4"Slab Pier Ribbon Footer X Pavers[]
Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizzes prior to ordering materials, fabrication and/or
construction between the plans and the general notes and design standard.
Engineer: Michael Thompson, MSc, R.E. (PE=#47509)
4401 Vineland Road Suite A6, Orlando, Fl_ 32811
CA#30930)-Ph 407-734-1470/Fax 407-734-1790
General Notes & Design Standards
Screen Patio Room Enclosure)
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 (5' Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -140 MPH (FBC Table 2002.4) (40 psfi
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 himselfto 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
C A C el a C C y r
T
Structural Aluminum:
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 B 18.6.4 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 of overlapping 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 =140 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 = 7'-3" 2 x 3 Purlins = 7'-3" 2 x 3 Wind Brace = 8'-9" 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 3/4"
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 A185 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
z 1 N >, z-
a
Beams & Uprights:
IIntheeventofaconflictwiththevaluesinthistableandthesitespecificplan, 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.
140 MPH
PRIMARY BEAMS & COLUMNS -SCREEN PATIO ROOM ENCLOSURES ROOF PANELS
Beam -Size
Max Beam
Span & Max
Column
Spacing Column -Size
Max Column-
Height
Pan Roof
Span
Insulated Roof
Span
2 X 3 6'-0" 2 X 3 7'-6"
3" Spans
12'-5" 3" Spans 13'-10"
6" Spans 18'-5" 2 X 4 8'-0" 2 X 4 8'-0"
2 X 5 9'-6" 2 X 5 8'-6"
2 X 6 10'-6" 2 X 6 1 10'-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 x 4 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".
Intermediate/Header Beam:
Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at
10 feet (max) when insulated roof span exceeds 15 feet.
Patio Cover:
Contractor is required to install insulated roof covering pursuant to the Florida product approval specification.
Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall.
Edge Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
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
u3
in one eveni of a conflict in member sizes shown on
the plans and the general notes, the contractor mustutilizethemorestringentmembersizerequirements,
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11/01/2017 10:31 4073223039 P PAGE 03/06
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11/01/2017 10:31 4073223039 P PAGE 04/06
PRAG"ER BUMDERS, INC.
5450 BryautAventue • Samford, FL 32773
Telephone: (407) 324-9960 • Fax: (407) 322-3039
State Certified: #CBC053007
www.samroompre.com
NAME }M I # DATE 10 -20 - 17
lIlRECTIONS:
L V
SCREEN: )'SI j CATEGORY: -
FLAt: GABLE: TIE IN:
ROOF SIZE: I IIa10 TYPE:
DOORS:
D F1
0" C G1n
KtCKPLATE:
ff
GUTTERS: 1 1 C W cu a
WINDOW TYPE:
FRAME COLOR:
pORCS OVE[tILSNG: f f
LOUSE O.H.: SOFFIT?
PL•AK: SIAE: 2./
PAN BEAMS;
L
c -C'/4y P II.
SLAB SIZE: N
EXISTING SLAB; O XI d
DEMO: Q/ II' 0l• -eFI
ELECTRICAL: FI
GATE CODE:
f
4
0
g4-,,s C,n
MATERIAL ANDWORKMANS" GUARANMI) FOR 2 YEARS. NOTE: I) >< A -MINE CRACKING OF NEW CONCRETE SLABS ISA
Contractorexpre sly reserves all eormictors, mechanicsand materielCOMMON OCCURRENCE. mangy
ties which may be *sserted uoder any provisions of the law to 2) $pPX I CLM SYSTEMMUST BERELOCATEDBY CUSTOMER secure
paymaat of thecontract price and may *scat sW fix the same m a 3) DRAINAGE AT BASE OF ROOM IS RESM$MO-I X OF lien
upon the teat property on which installation is made. HOMTOWNER- Pu
chnftl agrxs to supply clecuical power at)ob to 4) FLOOR MAY R$gVM LEVELING FOR TILE INST LLA=N. v [ " " " °
5) OWNER IS RESPONSIBLE FOR ANYREINSPECTION FEES i I
L1.- DUE TO INACCESSIBILITY ORMISSING FAX L 6)
HOMEOWNER IS RESPONSIBLE FOR HOAOR ARCAPPROVAL 7)
ALL WOMAUAS MUST BE FREE OF DEBRIS AND Email:
FURNrf= NOTES:
I f.w,t+ `%- CN4--,
r a3 9j0
i i '
1 b . ..I'. r iL. C -1 t 1 c.. r lY f ( r- /"'2i- Y1.1 ' b .t l. 4- UWe
have read the forgoing pro used tract and accept the same on the terms and conditions printed on the reverse os
stored *bout, COA"rAACT' PRICE (0 O Purehaso
n LL) ! rntvosa Estimator.
Terms 'D /` ` C rrar- hrls O
6
3 Cash,
Check 3% Convenimm Fee for Credit Card 4tsrtsactims. Two full years labor and material guarantee.
ALUMINUM SCREEN TRUDED FASCIA IS ATTACHED TODESIGN3'XINSULATED 3" C CHANNEL IS WITH /1'" ROOF WITH # 0 11" 6" FROM ENDNDS 24"O.C. &ITO 3T INSULATED ROOF 6H9110 PER SIDE
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH 910 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) #10 4" PER PANEL
2X2 POST .046 OR GREATER
2 HINGE
2X3 FRONT WALL TOP PLATE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
INSULATED KICK PLATE IS ATTACHED TO STRUCTURE
WITH 410 1" 6" FROM ENDS 18" O.C.
ALUMINUMSCREENDESIGN. COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 910 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
1X2 IS ATTACHED TO FRONT WALL
WITH 910 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) 910 3" OR,
CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR
BLIND CLIPPED WITH (4) 910 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 410 2" OR,
CAPRI CLIPPED WITH (4) 910 1" PER CLIP &
BLIND CLIPPED WITH (4) #10 1" PER CLIP
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
INSULATED ROOF IS ATTACHED TO
LUMINUM STRUCTURE WITH 910 4"
FROM ENDS 24" O.C.
SIDE WALL TOP PLATE
1X3 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
2X3 SIDE WALL UPRIGHTS
W-.*K@Pw7M7A7\1-4
1X3 IS ATTACHED TO CONCRETE
WITH 2-1/4" X 1/4" TAPCONS
5" X 1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) O vD0 FL 3 2811OFTHEFLORIDABUILDINGCODEFOROPENANDSEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATE - P.E. # 47509
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#3 093 0
1 ,
ATTACHMENT DETAIL
CUSTOM WINDOW
ALUMINUM FRAME
WINDOW
110 2" 6" FROM ENDS
O 24" O.C. ON ALL SIDESTOALUMINUMFRAME
B #10 1" THRU FACE 6" FROM ENDS
24" O.C. ON ALL SIDES TO ALUMINUM
FRAME
2X2 POST .046 OR GREATER
IoIllh' fla eloyAlloR ]
DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.I
INSULATED FILLIN PANEL
C-CHANNEL IS ATTACHED TO
ALUMINUM STRUCTURE W/
0 #10 1" & TO CONCRETE W/
2-1/4" X 1/4" TAPCONS
6" FROM ENDS 24" O.C.
B C-CHANNEL IS ATTACHED TO
INSULATED PANEL W/
10 1" 6" FROM ENDS 18" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OFR1 ,
ALLOY IS 6005-T5
1/8" EMBEDMENT DEPTH
4401 VINELAND ROAD
SUITE A6
@YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANIlQ_ FL 3281 1OFTHEFLORIDABUILDINGCODEFOROPENANDSEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WINDPHONE: 407-734-1470 SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY IL P.E. # 47509
FAA: 407-734-1790 —'-- CONTRACTOR
ORACCTOR SHALL NOTIFY TE ENGINEER MMEDIAYALLPLANSOTELYSHOULD
NS PRIOR TO MATERIAL
TE CONDITIONS DIFFERFFROM CONSTRUCTION
RICATION IUPLANS
ON
CA#
30930,
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
VAPOR & TERMITE PROTECTION (IF REQUIRED)
CONCRETE SHALL BE A MINIMUM OF 3000 PSI
CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE
ALUMINUMSCREENDESIGN.COM
MICHAEL THOMPSON
ALUMINUMSCREENDESIGN
4401 VINELAND ROAD
SUITE A6
@YAHOO.COM
PHONE: 407-747-1470
O ,_ FL 328 ll
Y.E. # 47509
FAX:407-734-1790 3 CA430930
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address LefC!
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Doors
Swin in , Cws GV ewa 1 4-" 4 • l (- Sliding
Sectional
Roll
U Automatic
Other
2.
Windows S
orizont
l.SIid C—
as emenDouble
Hun Fixed
Awning
Pass
Through Projected
Mullions
Wind
Breaker Dual
Action Other
June
2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
E. P.S. Roof
Panels
1(
t% j4,
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
i lcrida Building Code Online
f
https://www.floridabuildino.org/pr/pr_app_dti.aspx?param=wGEVX...
C4
B u s i n es
Professi 6'
i gal
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publicat
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
FL161-R5
Revision
2014
pproved
Custom Window Systems Inc
1900 SW 44th Avenue
Ocala, FL 34474
352)368-6922
ekoss@cws.cc
Koss Erin
ekoss@cws.cc
Erin Koss
1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
ekoss@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
jlathrop@cws.cc
Exterior Doors
Swinging Exterior Door Assei
1 of 3 3/1/2016 11:56 AM
PRIME DOOR - NON -IMPACT
SHOWN w/ALUM. SINGLE HUNG)
81 "
OVERALL
HEIGHT
80"
UNIT
HEIGHT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........ 1
CONFIGURATIONS ................................ 2
SECTION VIEWS ............... ................... 3
BDM&EXTRUSIONS .............................. 4
ANCHOR SCHEDULE & NOTES ............. 5
INSTALLATION DETAILS ........................ G
37 1/4"
OVERALL WIDTH |
MAX. UNIT SIZE DESIGN f
23 -
I
AL
INT ERIOR
1193)
SECTION VIEW A -A
ALT. THRESHOLD (1186) ALT. THRESHOLD (
ITEMS NOT SHOWN FOR CLARITY:
9, 11, 17-19, 24-26, 31, 36
PARTS LIST
2 5/8"
6 1 /16"
1
CORNER KEY -
f---- 2 3/8"- -
3/4" -'
1
1 13/16"
ITEM PART # DESCRIPTION VENDOR MATERIAL
1 S-1377 HEAD, ZBAR, OUTSWING KEYMARK ALUM
3 S-1374 JAMB, Z BAR, OUTSWING KEYMARK ALUM
5 S-1186 THRESHOLD KEYMARK ALUM
S-1193 SADDLE THRESHOLD KEYMARK ALUM
7 S-1126 BUMPER THRESHOLD KEYMARK ALUM
8 H-1001 DOOR CORE KEYMARK ALUM
9 S-1002 CORNER KEY KEYMARK ALUM
10 P-3008 HINGES IDEAL SS
11 P-3376 POP RIVET HUB SS
12 P-3280 DEADBOLT - 3127-A-Q DELANEY SS
13 P-3280 LOCKSET - 3127-A-0 DELANEY SS
14 P-3302 WSTP, .330 x .187 FIN, BLACK SOFT TOUCH ULTRAFAB
15 P-3310 WSTP, .350 x .187 BULB VINYL ULTRAFAB
16 P-3224 WSTP, THRESHOLD VINYL TEAM PLASTICS
17 P-3087 GASKET, DOOR KNOB PRATT IND. FOAM
18 P-3204 GASKET, DEADBOLT HO PRODUCTS FOAM
19 P-3584 FOAM CORE ELITE
23 P-3214 BUGSWEEP
24 P-3539 8 x 3/4, QUAD PAN TEK FASTEC STEEL
25 P-3329 FOAM BLOCK, DOOR KNOB IMPERIAL FOAM
26 P-3350 FOAM BLOCK, FILLER METALS USA
28 P-3369 CYLINDER, DOOR PLUNGER YALE SS
29 P-3370 CYLINDER, DEAD BOLT YALE SS
31 P-3531 8 x 3/8 PHIL FLAT SMS FASTEC SS
32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC
33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM
34 P-3367 DOOR STRIKE YALE SS
35 P-3368 DEADBOLT STRIKE YALE SS
36 P-3612 8 x 1-1/4 QUAD PAN W/ 1/4" LEAD FASTEC STEEL
37 1 P-3776 IBACKER PLATE ALCOA ALUM
LINE ITEMS NOT USED:
2, 4, 20-22, 27, 30
NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL.
OUTSWING HEAD
2 15/16" __.__ ._
i
1/2"
1 /16"
STANDARD THRESHOLD S-1186
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
12 3/4" MAX O.C. (TYP.)
6" MAX. (TYP.)------
6" MAX. (TY"
17"
MAX. O.C.
TYP.)
INSTALL ONE #8 ANCHOR THRU
EACH HINGE INTO SUBSTRATE (TYP.
ANCHOR LAYOI
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK T
SHIMS SHALL RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1,
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL(
WOOD MUST BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRU(
THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY,
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCF
STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHE
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE E
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAM/
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT -
BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND --
FLANGE BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
PERIMETER SEALANT --
BY INSTALLER
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST. - -I
SEE TABLE 1
VERTICAL SECTION
6 -) TYPICAL SILL ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
1/4" MAX. SHIM
INTERIOR
SEAL OR SET IN
CONCRETE OR MASONRY
MIN. EMBEDMENT
SEE TABLE 1
1
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 1-1/8"
CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1"
2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8" 112"
0.045" ALUM. (6063-T5 MIN.) OR
0.045" STEEL (33 KSI MIN.)
10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.045" 1/2
HINGE AND STRIKE PLATE ANCHORS
2X MIN. SOUTHERN PINE (G=0.55) 8 WOOD SCREW 1-3/8" 7/8"
lorida building Code Online https://www.flor.idaabuilding.org/pr/pr_app_dtl.aspx? aram=wGEVX...
BCIS Home . Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publicat
Busines Product Approval
rofess! n) xM USER: Public User
l 11*joy I
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL153-R5
Application Type Rev ion
Code Version 20
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
2/22/2016 12:42 PM
I of 3
FL # FL153=R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archiv?d
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
1
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Evaluation Report Lucas A. Turner
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL153_R5_CO1_EvalRep CWS-171E (HS-5600).pdf
Referenced Standard and Year (of Standard)
Standard Year
AAMA/WDMA/101/IS2/A440-05 2005
ASTM E1300-042004
2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/07/2015
Date Validated 04/08/2015
Date Pending FBC Approval 04/12/2015
Date Approved 06/22/2015
Summary of Products
FL # Model, Number or Name Description
153.1 5600 XX Horizontal:Sliding Window 5600.XX Horizontal Sliding Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: 5600 Horizontal Sliding Window (previously known as HS-6200) HS-C35 72x72. Glass
3
conforms to ASTM E1300-04. Installation Instructions
FL153_R5_II_CWS-171E (HS-5600).pdf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL153_R5_AE_EvalRep CWS-171E (HS-5600).pdf
Created by Independent Third Party: Yes
19
HORIZONTAL SLIDER NON UMPACT
72' |
MAX
UNIT |
iHEIGHT
6g5/E
MAX.
PANE
HBG|
TABLE OFCONTENTS
GENERAL NOTES & ELEVATIONS 1
GLAZING DETAILS ........... .................. 2
SECTION V|EVV3................................. u
EXTRUSIONS &B1]-M....... ................ 4
ANCHOR SCHEDULE & NOTES ......... 5
INSTALLATION DETAILS .................... G
MAX. UNIT DE SIGN PRES
CONFIG. SIZE I . RATING
3/16" ANNEALED
ASS BITE
GLASS TYPE A
3/16" TEMPERED
GLASS TYPE B
kSS BITE
i18'.
EEE
S|
ALTERI`
NOTE:
MA|NF\
SECT|ONA-A
TEMSUSED BUT NOT SHOWN FOR CLARITY:
PARTS LIST
ITEM PART # DESCRIPTION Vendor Material
1 S-1362 Fr., HS, OSM, Head Keymark Alum
2 H-1495 Fr., HS, ,OSM, Sill Keymark Alum
3 S-1466 Fr., HS, OSM w/ Spline Groove, Jamb Keymark Alum
4 S-1384 Fr., HS, OSM w/ Spline Groove, Head Keymark Alum 2
5 H-1496 Fr., HS, OSM w/ Spline Groove, Sill Keymark Alum
6 S-1467 Fr., HS, OSM, Jamb Keymark Alum
8 S-1307 Panel, Top Rail, HS, (I.G.) Keymark Alum
9 S-1021 Panel, Bottom Rail, HS, (I.G.) Keymark Alum
10 H-1017 Panel, Lockstile, HS, (I.G.) Keymark Alum
11 H-1317 Panel, Interlock, HS, (I.G.) Keymark Alum
12 S-1340 Panel, Top Rail, HS, (S.G.) Keymark Alum
13 S-1345 Panel, Bottom Rail, HS, (S.G.) Keymark Alum
14 H-1365 Panel, Lockstile, HS, (S.G.) Keymark Alum
15 H-1366 Panel, Interlock, HS, (S.G.) Keymark Alum 2
16 S-1359 Screen Retainer Keymark Alum
17 P-3394 Glz. Bd., "Marine Glazing", 3/16" Glass
18 P-3206 GIz. Bd., "Marine Glazing", 5/8" Glass
19 P-3256 6200 Jamb /Sill Gasket HOP
20 P-3398 Open Cell Pad HOP
21 P-3308 Wstp., .310 x .270 Back, Fin, Black Soft Touch Center Fin Ultrafab
22 P-3309 Wstp., .310 x .187 Back, Fin, Black Soft Touch Center Fin Ultrafab
23 P-3311-R Wstp., .320 x 1.25" Back, No Fin, Grey (Dust Plug, 2" Strips Ultrafab
24 P-3402 Wstp., .530 x .115 Back, Fin, Black Soft Touch Center Fin, ( Ultrafab
25 P-3215 45 Degree Weep Cover M&M Nylon
26 P-3265 Handle, Lock (5200/6200) Sullivan Zinc
27 P-3270 Keeper, (5200/6200) ini Die Ca Z1nc
28 P-3602 Window Roller (5200/6200) Al Comp. Nylon
29 P-3609 Window Bumper
30 P-3504 1/4-20 x 1/2" Phillips Truss MS SS, Screw Fastenal Steel
31 P-3505 10 x 1" Phillips Truss Tapping Type A, 18-8 SS, Screw Fastenal Steel
32 P-3612 8 x 1" w/ 1/4" Lead Pan Head Quadrex Self -Tapping Type A Fastenal Steel
33 P-3537 8 x 1 1/2" Panhead, SS Fastenal Steel
34 P-3881 Temporary Lbl. (NFRC/DP)
35 P-3613 CWS Lbl (logo) 1
36 Glass, See Sheet 3
39 P-3226 Flat Spline (for Frame w/ Spline Groove) eamPlasti Rubber
40 2-3228 155 Round Screen Spline (for rolled screen) Dapa Foam
41 P-3029 Screen Lift (Retractable Lift Tab) Summit
42 P-3033 Screen Spring (Flat Tension) FlaSpring
43 P-3321 Screen corner Key Allmetal
44 P-3333 Screen Frame Allmetal
GSM SPLINE GROC
OSM SPLINE GROG
1 15/16"
TEj
i
7/16"
1 /16"
OSM JAMB - 14
8„
T r12,
3/16"
1 /16"
i
TOP RAIL - 1340
2 1 /8" --.
1
1"
LOCKSTILE - 136.
LINE ITEMS NOT USED: NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
7, 37-38
10 1/2" P
5" MAX.
I
10 1/2" MA
ANCHOR LAYOUT - FIN
THRU NAILING FIN (METAL OPENING)
NOTES:
15" MAX O.C.
NOTE 2 5" MAX
4__
1._
1
16" MAX. O
INSTALLATION
ANCHORS (TYP)
1. INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN. SILL ANCHOR SPACING SAME AS HEAC
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK
SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS F.RE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1,
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL
WOOD MUST BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRI
THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
7. A MINIMUM 1" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTS(
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARC
STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SF
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE'
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAN
i
I
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE BY OTI
SEE TABLE 1
PERIMETER SEALAI
BY INSTALLER
INSIDE AND OUT
INSTALLATION ANC
SEE TABLE 1
SEALANT BETWEEf
SUBSTRATE AND
FIN BY INSTALLER
SEALANT BETWEEN
SUBSTRATE AND
FIN BY INSTALLER
INSTALLATION ANCH
SEE TABLE 1
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHE
SEE TABLE 1
MIN. EMBEDMENT -
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
WVERTICAL SECTION 6_
TYPICAL SILL ANCHORAGE MIN.
EDGE DIST. SEE
TABLE 1 MAX.
SHIM INTERIOR
1/
4" MAX. SHIM MIN.
EDGE DIST. SEE
TABLE 1 TABLE
1: APPROVED INSTALLATION FASTENERS SUBSTRATE
TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST 2x
MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN.) 8 WOOD SCREW 1-1/2" 7/16" 16
GAUGE (0.060") MIN. STEEL 33
KSI YIELD MIN.) OR ALUMINUM (6063-T5 MIN.) 10
GRADE 5 SELF -TAPPING / DRILLING
SCREW FULL
THREAD THRU
0.060" 1/
2"
131.1ildin" Code Online ,,
tCC https://www.floridabuilding.org/pr/pr_app_Ist.asp)
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FL2291.-_R9.' Rision ; Four Seasons Building Products i Tri Histor
Category: Roofing I, (9 Subcategory:
Products Introduced as a Result of New Technology E 3..._.._.............................._.................................................................._. Approved
by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commis'on if necessary. Contact
Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-182 The
State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessib Under
Florida law, email addresses are public records. If you do not want your e-mail address released in response to electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have my questions, pleas Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide they
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a personal address, please provide the Department with an email address which can be made available to the public Chapter
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Card d
7/
6/17, 1 1:58 AN
r
U
EPS FOAM CORE ROOF PANELS
vcr%I Oc_ i ivw PROVIDE 1%2" MIN.
SPACING BETWEEN
TO_WOOD__ (2) %4"O LAG SCREWS WITH
I%2" MIN. THREAD PENETRATION TO
EXISTING WOOD HOST (G=0.55 OR
BETTER), 3/4" AIN. EDGE DISTANCE,
SPACED AT 6" O.C. MAX.
TO CONCRETE: (2) 4" 0 ITW STAINLESS
STEEL TAPCONS with 13/4" MIN. EMBED.
TO EXISTING 3192PSI NON -CRACKED
0.024" OR 0.030"
ALUM OR 26ga
4' MAX WIDTH PER [ STEEL TOP & BOTTOM
INTERLOCKING PANEL I
FACINGS
1/4" PER FOOT MIN SLOPE) J
CONCRETE HOST, 2Y2" MIN. EDGE 0 o 0 U — --__
DISTANCE, SPACED AT 12" O.C. MAX. __ 0 0 0 0 EPS CORE (1.0 PCF)
1C-CHANNEL, MIN 0.045" — HOLLOWBLOCK: (2) 74" ITW E i e STAINLESS
STEEL TAPCONS WITH 1 %4" THICK (6063-T6 ALUM) e MIN.
EMBED. TO EXISTING HOLLOW -----CLEAR SPAN (L) INSIDE TO INSIDE - - -1 c BLOCK,
2Y2" MIN. EDGE DISTANCE, j #8X9/6" SAE GRADE 5 SMS AT 6" SPACEDAT6" O.C. MAX. 36" O.C. MIN. TOP &BOTTOM, TYP. i yj-1 25u 1
ROOF PANEL/SPAN DETAIL WIi 121
N.T.S. VERT SECTION MAXIMUM
ALLOWABLE CLEAR SPAN TABLE ROOFS
OVER SCREEN WALLS AND PATIO COVERS: ANCHORS
IN EACH r
PAIR, TYP. EXISTING
HOST
STRUCTURE BY
OTHERS, TYP. MIN.
PANEL
FDEPTH
Wind
Speed Edo- ! Live Load sureWorUpliftDeflection
Limit
V... )
0.
024" Alum
Skin 1-
LB EPS 3"
Panels 0.
030" 26GA 0.024' Alum
Skin Steel Skin Alum Skin 1-
LB EPS 1-LB EPS :1.5-LB EPS 4"
Panels 0.
024" 0.030" Alum
Skin ' Alum Skin 1-
LB EPS i 1-LB EPS 26ga
Steel Skin
1-
LB EPS 0.
024" Alum
Skin 1-
LB EPS 6"
Panels 0.
030" Alum
Skin 1-
LB EPS 26ga
I Steel
Skin 1 1-
LB EPS 110
MPH B l 9 PSF 120 15-11" 18' 6" 19'-8" 16'-B" 18'-11" 20'.5" 23'-0" 23'-0" 23'-0" 23'-0" 110
MPH C 1 10 PSF 120 15'-2" 17'-7" 18'-8" 15'-10" 17'-11" 19'-4" 22'-2" 22'-8" 23' 0" 23' 0" 110
MPH D j 13 PSF 120 14'-1" 16'-4" 17'-4" 14'-8" 16'-8" 1T-11" 20'-6" 21'-1" 22'-2" 23'-0" 120
MPH B 11 PSF 120 14'-11" 1T-4" i 18'-6" 16-7" 1T-9" 19'-1" 21'-10" 27-5" 23'-0" 23'-0" 120
MPH C 1: PSF 120 14'-3" 16'-6" 17'-7" 14'-10" 16-19. 18'-2" 20'-9" 21'4" 22'.5" 23'-0" 120
MPH D 15 PSF 120 134" 15'-5" 16'-5" 1S-1V 15'-9" 17'-0" 19' 2" 19'-12" 21'.0" 23'-0" 130
MPH B 12 PSF 120 14'-2" 16-5" i 17'-6" 14' 10" 16' 9" 18' 1" 20'-8" 21'-3" 22'-4" 23' 0" 130
MPH C i 14 PSF 120 13'-6" 1$'-8'" 16'-8" 14'-1" 16-12" '', 17'-3" 19'-6" 20'-2" 21'-3" 23'-0" 130
MPH D 1 17 PSF 120 12'-7" 14' 7" . 1 15' 6" 13'-2" 14'-11" 16-1" 17'-7" 18'-10" 19'-10" 22'-5" 140
MPH B 14 PSF 120 13'-6" 15' 8" 16'-8" 14'-1" 16-0" i 17-3" 19'-7" 20'-3" 21'-4" 23' 0" 140
MPH C 17 PSF 120 12'-9" 14'-9" 15'-9" 13'-4" 16-1" 16'-3" 17'-11" 19'-1" 20'-1" 22'-9" 140
MPH D 20 PSF 120 11'-12" 13'-11" 14'-5" 12'-6" 14'-3" 164" 16'-5" 17'-12" 18'-11" 20'-10" 150
MPH B 15 PSF : 120 13'-2" 15'-3" 16'-3" 13'-9" 15'-7" 1 16-10" 18'-10" 19-8" 20'-9" 23'-0" 150
MPH C 19 PSF 120 12'-3" 14'-2" 14'-11" 12'-9" 14'-6" 1 S-8" 16-11" 1 16 4" 19'-4" 21'-6" 150
MPH D 23 PSF 120 13'-7" 12'-0" 13'-7" 14'-8" 154" 17'-1" 18'-2" 19'-6" 156
MPH B 17 PSF 120 12'-8" 14'-8" 1 16-8" 13'-3" 15-0" 16'-2" 1T-9" 18'-12" 19'-1T 22'-7" 156
MPH C 21 PSF 120 11' 11" IT-10" 14' 4' 12'-5" 14'-1" 15' 3" 16-3" 1T-10" 18'-10" 20'-7" 156
MPH D 25 PSF 120 11'-2" 12'-12" 13' 0" 11'-8" 13' 3" 14'-4" 14'-9" 16'-5" 1T-8" 18'-9" 160
MPH B j 18 PSF 120 12'-4" 14'-4" 15'-2" 12' 11" 14'-8" 15'-10" 17'-2" 18'-7" 15-6" 21' 10" 160
MPH C j 22 PSF 120 11'-9" 13'-7" 13'-12" 12'-3" 13'-11" 14'-12" 15'-10" 1T 7" 18'-6" 20' 1" 160
MPH D 26 PSF 120 10'-12" 12'-9" 12' 8" 1T-6" 13'-0" j 14'-1" 14'-5" 15'-12" 1T-3" 18'-3" 165
MPH B j 19 PSF 120 12'-2" 14'-1" 14'-9" 12'-9" 14'-5" 1515'-7 16' 99" 18'-3" 19'-2" 21'-3" 165
MPH C 23 PSF 120 11'-6" 13'-4" 13'_7" 12'-0" 13'-7" 14'-8" 15'-4" V' 1" 18'-2" 19'-6" 165
MPH C 28 PSF 120 10'-9" 12'-6" 12'-4" 11'-3" 12'-9" 13'-9" IS-11" 15'-6" 16-9" 17'-9" 170
MPH B 20 PSF 120 11'-12" 13'-11" I 14'-5" 12'-6" 14'-2" 15'-4" 164" 17'-12" 18'-11" 20 9" 170
MPH C 24 PSF 120 11' T' IT-1" 13'-Z' 11'-9" 13'-4" 1 14'-5" 14'-11" 16'-7" 17'-9" 18'-12" 170
MPH D 1 29 PSF 120 10'-7" 12'-2" 11'-11" 11'-1" 12'-6'. i 13'-6" 13'-7" 16-1" 16-3" IT-3" 17
MPH t C 1 30 PSF ' 80 11'-2" 1 V-11" 11'-9" 12'-0" 12'-0" j 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 170
MPH C 30 PSF 120 10'-5" 11'-11" 11'-9" 10'-11" 12'-4" 13'-4" 13'-4" 14'-9" 16-11" 16-11" 170
MPH t C 30 PSF ' 180 9'-1" 10'-7" 11'-T' 9'-6" 10'-10" 11'-8" 13'-4" 13'-8" 14'-S" 16-9" 175
MPH t C 30 PSF - 80 11'-2" 11'-11" 1 11'-9" 12'-0" IZ-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'.0" 175
MPH C 30 PSF' 120 10'-5" 11'-11" 1 11'-9" 10'-11'. 1T-4" 13'-4" 13'.4" 14'-9" 15'-11" 16'-11" 17
C 1 30 PSF' 180 9'-1" 10'-7" 11'-3" 9'-6" 10'-10" j 11' 8" 13'-4" 1T-8" 14'-5" 16'-9" 175
MPH t D 31 PSF 80 11' 1" 11'-10" i 11'-8" 12'-0" 12'-0" 1 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 175
MPH D 3' PSF 120 10'-5"-10" 17-4" j 13'-3" 13'-2" 14'-8" 15'-10" 16'-9"
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
ROOFS OVER ENCLOSED SUNROOM ADDTTTON(;-
6
a`
O I TA
3
4
Wind Speed Expo. Live Load
suss &/or Uplift
Deflection
imtL
U... }
0.024"
Alum Skin
1-LB EPS
3" Panels
0.030" 26ga Steel. 0.024" (')
Alum Skin Skin Alum Skin
I 1-LB EPS : 1-LB EPS 1.5-LB EPS
0.024"
Alum Skin
1-LB EPS
4" Panels
0.030" !'26ga Steel
Alum Skin i Skin
1-LB EPS I 1-LB EPS
0.024"
Alum Skin
1-LB EPS
6" Panels
0.030"
Alum Skin
1-LB EPS
26ga
Steel Skin
1-LB EPS
100 MPH B 13 PSF 120 13'-1V 16'-2" 17'-2" 14'-7" 16'-6" 1T-10" 20'-4" 20'-11" 21' 12" 23'-0"
100 MPH B 13 PSF 180 12'-2" 14'-1" 15' 0" 12'-9" 14'-5" 15' 7" 17'-9" 18'-3" 19'-2" 22'4"
100 MPH B 13 PSF 240 j 11'-1" i 12'-10" 13' 8" 11'-7" i3'-1'. 14' 2" i6' 2" 16'-7" 17'-5" 20'4.
100 MPH C 16 PSF 120 j 13'-1" 15'-2" 16-2" 13'-8" 15' 6" 16'-9" 18'-8" t9'-7" 20'-7" 23'-0"
100 MPH C 16 PSF `. 180 11'-5" I 13' 3" 14'-1" 11'-11" 13'-6" 14'-7" 16'-8" 17'-1"
100 MPH C 16 PSF 240 10'.4" ; 12'-1" 12'-10' 10'-10" 12'-4" 13'-3" 15'-2" 15'-7" 16'4" 19--1"
100 MPH D 19 PSF 120 12'-3" 14'-3" 14'-11" 12'-10" 14' 6" 15'-8" 16' 11" 18'-4" 19'.4" 21'-6"
100 MPH D 19 PSF 180 10' 8" 12' 5" 13' 3" 11'-2" 12'-8" 13'-8" 15' 8" 161" 16'-11" 19'-8" 100
MPH D 19 PSF 240 9' 9" 11'-3" 12'-0" 10'-2" 11' 6" IT-5" 14'-2" 14'-7" 15'-4" 17'-10" 110
MPH B 16 PSF . 120 13'-1" 15' 2" 16'-2" 13'-8" 15'-6" 16-8" 18'-7" 19'-7" 20'-7" 23'-0" 110
MPH B 16 PSF 180 11'-5" 13'-3" 14' 1" 11'-11" 13'-6" 14'-7" 16' 8" 17'-1" 17'-12" 20'-12" 110
MPH B 16 PSF 240 10'-4" 12'-0" 12'-10" 10'-10" 12'-3" 13'-3" 15'-2" 15'-6" 16'-4" 19'-1" 110
MPH C 19 PSF 120 12'-3" j 14'-3" 14'-11" 12'•10" 14'-6" 15'-8" j 16'-11" 18'-4" 19'-4" 21'-6" w
110
MPH C 19 PSF 180 10'-8" 12'-5" 13'-3" 11'-2" 12'.8" 13'-8" i 15'-8" 16'-1" 16'-11" 19'-8" 110
MPH C 19 PSF 240 9'-9' 11'-3" 12'-0" 10'-2" 11' 6" 12'-5" j 14'-3" 14'-7" 15'-4" 1T 11" 110
MPH D 23 PSF 120 11'-6" i 13'4" 13'-6" 11'-12' 13'-7" 14'-8" 15'-4" 1T-1" 18'-1" 19' 6" 1 110
MPH 0 23 PSF 180 10'-0" i 11' 8" 12'-5" 10'-6" 1 V-11" 12'-10" 1 14'-8" 15-0" 15'-10" _ 18'-5" i 110
MPH D 23 PSF 240 9'-1" 10'-7" 11' 3" 9'.6" 10'-10" 11'-8" 13'-4" 13'-8" 14'-5" 16'-9" IN
MPH B 19 PSF—.__120 1 12'4" 14'-4" 15'-1" 12'-11" 14' 7" 15' 9" i 17'-1" 18' 6" 19' 5" 21'-8" j. 1
120 MPH : B 19 PSF 180 1 10'-9" 1 12-6" 13'-4" 11'-3" 12'-9" 13'-9" 1 15'-9" 16'-2" 16' 12" 19' 10" 120
MPH B 19 PSF 240 9' 9" ! 11' 4" 12'-1" 10'-3" 11'-7" 12'-6' 14'-4' 14'-8" 15' 5" I T-12" 1 120
MPH C 22 PSF 120 1 V-7" j 13'-5" 13'-8" 12'-1" 120
MPH C 22 PSF 180 1 10'-1" i 11'4' 12'-6" 10'2" 1 T-12" 12'-11" ! 14'-9" 15'-2" 15'-11" 18' 7" 120
MPH C 22 PSF 10'-8 1V-4" 9-7 10-11 11'-9i 13'-5" 13'-9" j 14'-
6"
16'-11" 120 MPH
D 27 PSF 120 1 10'-10" 12'-7" 12'-S" 11'-4" 12'-10" 13'-10" 14'-1" 15'-8" 16' 11" 1T-11" ' 120 MPH
D 27 PSF 180 1 9' 6" 10'-12" 11'-8" 9'-11" 1 V-3" 12'-1" i 13'-10" 14'-2" 14' 11" 17'-5" 120 MPH
D 27 PSF 240 1 8'-7" I. T-12" 10'-8" 8'-12" 10'-2" 10'-12" ! 12'-7" 12'-11" 13'-7" 15'-10" 130 MPH
B 22 PSF 120 1 11'-8" i 13'-7" 13'-11" 12'.2" IS-10" 14'-11" 15'-9" 1 17'-6" 18'-5" 20'-0" 130 MPH B
22 PSF 180 10'-2" 11'-10" 12'-7" 10'-8" 12'-1" 13' 1" 14'-11" 15'-4" 16' 1" 18' 9" 1 130 MPH B
22 PSF 240 9'-3" 10'-9" 11'-5" T-8" 10'-12" 11'-10" 13'-7" 14'-8" 130 MPH C
26 PSF 120 10'-12" 12'-9" 12' 8" 11'-5" 12'-12" 14'-0" 14'-4" 15'-11" : 17'-2" 18' 130 MPH C
26 PSF 180 9'-7" 11'-1" 1 V-10" 10'•0" 1 V-4" 12'-3" j IT-12" 14'-4" 15' 1" 17'-7" 130 MPH C
26 PSF 240 8' 8" 10'-1" 10'-9" 9' 1" 10'-4" 11'-1" 12' 9" 13'-1" 13'-9" 15' 12" 130 MPH D
32 PSF 120 10'-3" 11' 7" 1 V-5" 10'-9" 12'-1" 13'-0" 12'-12" 14' 5" 15'-7" 130 MPH D
32 PSF 180 8'-12" i 10'-5" 11'-V 9' 5" 10' 8" 11'-6" 12'-12" I 13' 5" 14'-2" 16'-6" 130 MPH D
32 PSF 240 8'-2" 9'-6" 10' 1" 8'-6" 9'-8" 10'-5" 11'-11" 12'-3" 12'-10" 14' 12" 140 MPH B
25 PSF 120 11'4" 12'-11" 12'-11" 11'-8" 13'-2" 14'-3" i 14'-8" 16'-3" 17'-7" 18'-7" I 140 MPH B
25 PSF 180 9' 9" 11' 3" 12'-0" 10'-2" 12'-5" 14' 2" 14'-7" 15'-4" 17' 10" J 140 MPH B
25 PSF 240 8'-10" 10'-3" 10'-11" 9'-3" 10'-6" 11'-3" 12'-11" i 13'-3" 13'-11"• 16'-3" 140 MPH C
30 PSF 120 10' 11" 12'-5" 13' 4" 13'-4" 14'-9" 15'-12" 16, 11" H C 30
PSF 180 9'-1" 10'.7" 11'-3" 9'-6" 10'-10" 11'-8" 13'-4" 13'-8" 14'-5" 16'-9" H C 30
PSF 240 8'-T' 9'-7" 10'-3" 8•_8" 9'-10" 10'-7" i 12'-1" 12'-5" 13'-1" 15'.3 _.; t140H D 37PSF1209'-9"10'-10" 10'-8" 10' 3" 11'-3" 12'-1" 12' 1" 13'-5" 14'.6" 15'-4" H D 37
PSF 180 8'-7" I 9' 11" 10'-7" 8'-11" 10'-2" 10'-1H D 37 PSF240T9" j 9'-0" 9'-7" 8'-1" 9'-2" T-11" 11'-4" 11'-8" 12' 3" 14'-3" B LE NOTES:
ALLOWABLE CLEAR SPAN
CALCULATIONS BASED ON ASCE 7-10 IGURE 26.5-
1c, RISK CATEGORY I, 10 PSF MIN LOAD. EXP 'B' RESSURES VALID UP
TO 30' MRH. EXP'C' & EXP'D' PRESSURES ALID UP TO
15' MRH ONLY. EFLECTION LIMIT AS
NOTED IN CLEAR SPAN TABLES, MAXIMUM ALLOWABLE ROOF SLOPE
SHALL BE 3" MAX PER FOOT (3:12). ANEL DEAD LOADS
HAVE BEEN FACTORED INTO CALCULATIONS FOR 3RAVITY LOADS AS
WELL AS CALCULATIONS FOR PANEL PROPERTIES. 4AXIMUM ALLOWABLE ROOF
OVERHANGS FOR THE VALUES LISTED BOVE SHALL NOT
EXCEED T-0". MAXIMUM ALLOWABLE SIDE VERHANG IS 25%
OF LAST PANEL WIDTH. (i.e. 12" MAX FOR 48" t) IN WIDTH).
INDICATES ROWS
FOR
USE WITHIN THE HVHZ ONLY. DEFLECTION IMITS CONSIDERED FOR
USE IN THE HVHZ ARE: L/80 FOR
SPANS :512'-0" L/180 FOR
SPANS > 12'-0" i CLEAR SPAN
TABLES . i DIRECTIVE. 1.
CHOOSE TYPE
OF ENCLOSURE TO BE COVERED SCREENED WALLS, OR
FULLY ENCLOSED). 2. VERIFY APPROPRIATE
ALLOWABLE LIVE LOAD, WIND SPEED AND
EXPOSURE CATEGORY WITH GOVERNING MUNICIPALITY AND
BUILDING CODES IN EFFECT FOR
THE PROJECT LOCATION USING FLORIDA BUILDING CODE.
3. FIND ALLOWABLE
COMPOSITE PANEL CLEAR SPAN IN TABLES FOR
APPROPRIATE PANEL DEPTH, I FACING THICKNESS,
AND
EPS CORE DENSITY SELECTED. j 4.
ANCHOR COMPOSITE
PANELS TO EXISTING HOST 1 STRUCTURE AND EXISTING
SUPPORTING MEMBERS
11i01/2017 10:31 4073223039 19 PAGE 04/06
PRAGER BUILDERS, INC.
5450 BryantAve=e • Samford, FL 32773
T'elepbone: (407) 324-9960 • Fax: (407) 322-3039
State Certified: #CBC053007 I n
www.suxtroomplre.com
Nd)1IE 14• is e7 #
Dt#
t " 1 7
avvlilN bu r I i C C 1 C7. Le,. P . . • ( r// a 7'
DIRECTIONS, An, 42v C 1 U r
L v
SCREEN; 1jIq CATEGORY;
FLAT: GABLE: TIE IN:
ROOF SIZE: f a & TYPE: L?/, iCF1 DOORS:
t7 j
ea /
KICKPLATE:
iff t Cl#- V4 + ' GUTTERS;
l n C (V c JL a 07 WINDOW
TYPE: X a,S FRAME
COLOX: FOI
CH OVERHANG: i HOUSE
O.H.: SOFFrr7 FAN
BEAMS: c -i 1 r b Q. SLAB
SXZ E: N tw EXISTING
SLAB. X 1 0 / DEMO:
O a%Y Olr -e ELECTRICAL:
GATE
CODE: 0'1Y 11'1Y 1YOrseilrlllJl{ roompro.c omMATERIAL
AND WORKMANSHIP GUARANTEED FOR 2 YEARS. NOTE: 1) HACIiC.IN£ CkZflCXCING OF NEW CONCRETE SLABS IS A Contactor
expressly reserves all cont-A=rs, nwchamcs and materialCOMMON OCCURRENCE. tnank lien
whieb ruay be asserted under auy provisions of the law to 2) SPR1NXtX..EIt. SYSTEM MUST BE RELOCATED BY CUSTOMER setme payment
of the contract prise and may Alertwad Sx the sa as a 3) DRAINAGE AT BABE OFROOMIS RESPONSXEU= Y OF lienupon
the teal propmy on which installationis made. HOWOWNER. Pmchaa.7e/gres tosupply electrical power at Job Stal ,, 4) FLOOR MAY R1:QME LEVELING FOR TILE INSTALLATION. 77` C, _
e ,, W yy l rj v V 5) OWNER jS RESPONSIBLE FOR ANY REINSPECHON FEES l "l' ' ++
DUE TO INACCFSSIBILrFY OR M, MSING PE,RbXSt ta- t1t1" 6) HOMEOWNER IS RESPONSIBLE FOR HOAOR ARC APPROVAL. 7) ALL
WORKAXIEAS MUST BE FREE OF DEBRIS AND Email:' FURNITURE
i l We
have read the forgoing pro osed tract and accept the same on the terms and conditions printed On the never se t i 05 stared
abom CORV7'k lCi' PRICE/ Purehaso Datt
2L Estiurator. Terms:
0A W . C DEPOSIT AW
L..
bt>E / 6 3 Cash, Check-
3% ConveniFee {br Credit Card ttsrtwtjms. TW o fttll years labor and material guarantee.
Job Address: 324 PlacidLake Dr, Sanford, FL 32778 Historic District: Yes No Parcel
ID: 02-20-30-520-0000-0810 Residential Q Commercial Type
of Work: NewEl Addition Fxl Alteration Repair Demo Change of Use .Move Description of
Work: Wire for new glass sunroom to 2 q' -JAl U r-.- 5 I t - Plan Review
Contact Person: Randy LaBour Title: President Phone: 407-
323-6958 Fax: 407-323-1154 Email ticelectricinc@bellsouth.net — Property Owner
Information Name Gaston,
Michelle Phone: 407-860-1668 Street: 324
Placid Lake Dr. Resident of property? : Yes City, State
Zip: Sanford FL 32778 Contractor Information
Name TLC
Electric Inc Phone: 407-323-6958 Street: 2534
Park Dr Fax: 407-323-1154 City, State
Zip: Sanford, FL 32773 Name: Street:
City,
St,
Zip: Bonding Company:
Address: State
License
No.: ECO002027 Architect/Engineer
Information Phone: Fax:
E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAX 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, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thisjurisdiction. 1 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: 5t1, Edition (2014) Florida Building Code Revised: June
30, 2015 Pennit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 ofthe requirements of Florida Lien Law, FS 713.
The City ofSanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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.
Date Sign`atfureofConirnctor/Agent Date
Signature ofOwnerlAgent
fj60Jr
Print: Qwmer/Agent's Name
Print Contractor/Agent's Name
Signature of
Owner/Agent is
Produced ID _
ofFlorida Date
Personally Known to Me or
1'ype of ID __..
ptc. 4-
ignature of Notary -State of Florida Date
GAIL Z. THQMAS
f{`! COMMISSION # GG 083925
FXPIRES: June 2b. 2021
Ohm Notary PdOli. tlnder,mters
Cont r y now o Me or
Produced ID 1'ype of
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
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone: --
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES:. WASTE WATER:
FIRE: BUILDING:
Permit Application
Revised: June 30, 20 t 5
T L
C
ELECTRIC, INC:.
T.L.C. EL,ECTR.IC, INC.
2534 Park Dr.
Sanford FL 32773
407-323-6958
ticelectricinc@a bellsouth.net
11 1r,MIM
DATE ESTIMATE #
8/15/2018 2012
NAMEIADDRESS
Prager Builders
2938 Stonewall Place
Sanford, FL. 32773 PROJECT 407-323-6958
Gaston, Michelle, 324 placid lake dr. sari
DESCRIPTION QTY COST TOTAL
Wire and install GO receptacle(s) 1 75.00 75.00
Wire and install receptacle outlet(s). 4 60.00 24t1 0
Paddle fan with light wiring, does not include hanging the paddle 2 90.00 180.00
fan.
Install paddle fan with light kit, does not include wiring for paddle 2 75.00 150,00
fan.
Wire and install a light outlet(s) 1 75.00 75.00
Run a new power feed to outlet or switch. 1 125.00 125.00
Pull and electrical permit. 1 150.00 150.00
TOTAL $995.00
Should there be any drywall damage done, due to the electrical work, it will be the owner's responsibility to
have it repaired. We will do our best to avoid it but in some cases it is unavoidable.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 17-00003252 Date 8/20/18
Application pin number . . . 040968
Property Address . . . . . . 324 PLACID LAKE DR
Parcel Number . . . . . . . . 02.20.30.520-0000-0810
Application type description SCREEN ENC/WALLS
Subdivision Name . . . . . .
Property Zoning . . . . . . . MULTIPLE FAMILY
Application valuation . . . . 16850
Application desc
screen w slab NOC on file
Owner Contractor
gaston, michelle PRAGER BUILDERS INC
324 LAKE PLACID DR 2938 STONEWALL PL
SANFORD FL 32773 SANFORD FL 32773
407) 324-9960
Permit . . . . . . ELECTRIC PERMIT-ALTER/ADD/FIX
Additional desc . .
Phone Access Code 1071489
Permit pin number 1071489
Sub Contractor TLC ELECTRIC INC
Permit Fee . . . . 35.00
Issue Date . . . . 8/20/18 Valuation . . . . 995
Expiration Date . . 2/16/19
Qty Unit Charge Per Extension
BASE FEE 30.00
1.00 5.0000 THOU ELEC PERMIT-ORD 4137 11.24.08 5.00
Special Notes and Comments
Rejected inspections require payment of
a re -inspection fee prior to scheduling
another inspection.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
01-APPLCTN FEE -BUILDING 25.00
01-BLDG PLAN REVIEW 51.00
01-BLDG DCA SURCHARGE 4.35
01-BLDG DBPR SURCHARGE 5.53
Fee summary Charged Paid Credited Due
Permit Fee Total 35.00 .00 .00 35.00
Other Fee Total 110.88 81.88 .00 29.00
Grand Total 145.88 81.88 .00 64.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN,THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
CITY OF SANFORD
CUSTOMER RECEIPT
Oper: ANTONINIL Type: OC Drawer: I
Date: 8/20/18 01 Receipt no: 179281
Year Number Amount
2017 3252
324 PLACID LAKE DR
SANFORD, FL 32773
BP BUILDING PERMIT RECEIPTS
164.00
Tender detail
CC CREDIT CARD $64.00
Total tendered $64.00
Total payment $64.00
Trans date: 8/20/18 Time: 7:26:23