HomeMy WebLinkAbout262 Maybeck Ct (2)CITY OF SANFORD
RECEIVED BUILDIN
f
F
fIRE
PREVENTION
P T APPLICATION7BY: CT
tion No:Applica
2,400.00
Documented Construction Value: $
Job Address: 262 Maybeck Court Historic District: Yes No [IQ
Parcel ID: 26-19-30-5SY-0000-1200 Residential V Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of York: screen room with 3" Elite panel roof on existing slab
Plan Review Contact Person: Don Geissler
Phone: 407 461-9929 Fax: 407 365-3194
Name Latoya Hinson
Street: 262 Maybeck Court .
Title: President
Email: sunstatesiding@aol.com
Property Owner Information
City, State Zip: Sanford, FL 32771
Phone: 407 324-6873
Resident of property? : yes
Contractor Information
Najme Donald G. Geissler, Jr Sun State Si
Street: 510 Lake Lenelie Drive
Inc Phone: 407 830-7778
Fax: 407 365-3194
City, State Zip: Chuluota, FL 32766 State License No.: SCC048423
Arch itectlEngineer Information
Name: Michael Thompson Aluminum Screen Design
Street: 4401 Vineland Road, A6
Phone: 407 734-1470
Fax: 888 923-8181
City, St, Zip: Orlando, FL 32811 E-mail: aluminumscreendesign@yahoo.corn
Bonding Company: MortgageLe der:
Address: Address:
I KV
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: 51 Edition (2014) Florida Building Code
0
Revised: June 30, 201 S 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 fi-om other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation 'fable 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' AFFI DAVIT: I certify that all of the foregoing information is accurate and that all work will
be done 'n ompliance wi h all applicable laws regulating construction and zoning.
2Z 14o
tq—
ignat re:. ,Oi nerlAgen Date' Signature of Contractor/Agent Date
i j4St
Print 91 ' __ .gent's Nam I Print Contractor/Agent's Name
4Si nature, ",, otaryvSiate of Flo lila _ Signaturcn£Notary-State o£Florida
i f' 71'G'o' :-rJT Gfm was-
Date
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID i "P pe of ID 0 j Produced ID Type of ID
W
KAREN N080A
Notary Public - State of Florida
My Comm. Expires Oec 29, zo17ELOW IS FOR OFFICE USE ONLY
Commission # FF 079918
ermits equired: ui ding Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire. Alarm Permit: Yes No
APPROVALS: ZONING:fl o UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: IF—' 1044,1
COMMENTS: t/k VI OWl O0 e
WJ1n Aftc &OW `
J
Revised: June A 2015 Permit Application
W
SUN STATE SIDING, INC.
510 LAKE LENELLE DRIVE
CHULUOTA, FL 32766
407 830-7778 phone
407 365-3194 fax
Submitted to:
Latoya Hinson
262 Maybeck Court
Sanford, FL 32771
407 324-6873
teamhinsonfamily(cb-gmaii.com
PROPOSAL
State License SCC048423
PROPOSAL# 1
DATE 09/21/2016
Job Location:
SAME
Riverview Lot 120
We propose to furnish all the materials and perform all the labor necessary for the completion of:
Furnish and.install screen room on existing slab with 3" Elite panel roof $ 2,400.00
with 12" overhang, extruded drip edge fascia, 14' of 6" gutter and (1) 3 x 4 downspout,
1) 3' 0" x 6' 8" screen door, 18 x 14 charcoal screen, finish caulk.
Chair rail height is 36"
Site specific, engineer stamped plans & City of Sanford permit $ 300.00
All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings
and specifications submitted for the above work and completed in a substantial workmanlike manner for the
sum of: SEE ABOVE
With payments to be made as follows: FULL PAYMENT UPON COMPLETION (we accept CASH or CHECK only)
Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders
and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays
beyond our control. Owner to carry fire, tornado, and other necessary insurance upon the above work.
Workman's Compensation and Public Liability insurance on above work to betaken out by Sun State Siding, Inc.
THERE WILL BE A $50.00 BOOKKEEPING CHARGE IF THE INVOICE IS NOT PAID IN 30 DAYS.
Submitted by DONALD G. GEISSLER, JR., PRESIDENT
This proposal may be withdrawn by us if not accepted within 30 days.
ACCEPTANCE OF PROPOSAL
The above prices spec' 'cati - ns and conditions ar satisfactory and are hereby accepted. You are authorized to perform the work
specified. Paym nt be ade w ouili o e.
Signatur Date_
T--
Printed am 1, 1 U rN —
RECORD COPY
r
r
ALUMINUM SCREEN DEIGN
A i aa 7ir1 rti C c: Slr ud;ii r Cngin ';o ir7<
P'Ian 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
F-] Patio Cover
F-1 Other:
REVIEWED FOR CODE COMPLIANCE
PLANS MINER
DATE
Reference: Hinson RV120 New Revisions Date: 9/22/2016
Project Address: 262 Maybeck Court
City: Sanford, FL
Contractor Name: Sun State Siding, Inc
Address: 510 Lake Lenelle Drive
City: Chuluota, FL
Zip Code: 32766
Donald G. Geissler, Jr
Phone/Fax:407 830-7778 ofc/407 461-9926 cell/407
Email: sunstatesiding@aol.com
SANFORD BUILDING 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
365-3194 faWE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Choose One. Mail Pick UpF] Fed Ex*FI 2 No of Copies
For FedEx option got to www.aluminumscreendesign.comcom and provide FedEx account #)
Payment: Check Credit Card *
For Credit Card option go to www.aluminumscreendesicin.com to pay by credit card)
Engineering prepared by:
OALUMINUM SCREEN DESIGN
Elm
Ultimate Wind Speed (mph): 130 Exposed Category: C Risk Category:
Insulated Pan Roof
Fascia Wall: Block Conventional
Uprights _ 2 x 3 Top Plate 2 x 2 Kick Plate
Pa'ol' Screen/Cage:
Dome Gable Mansard
Gutter Wall: Block Conventional
Beams x Uprights x Purlin x
Insulated Pan
Fascia Wall: Block Conventional
Beams x Post x
F
Existing New: 4" Slab Pier Ribbon Footer x Pavers[]
Other:
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 sizes prior to ordering materials, fabrication and/or construction
between the plans and the general notes and design standard.
i.4
General Notes & Design Standards
Screen Patio Room Enclosure)
The following are general design standards. More stringent design standards may be noted on the plans. lrr 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: -130 MPH (HBC !able 2002.4) (35 psf)
Risk Category: -See attach site specific plan sheet (FBC %able /604.5)
Exposure Category: -See attach site specific plan sheet (f'BC 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 I 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
mm
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice f6i"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 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 tirnes 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 M1111
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 1/4"
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 A 185
Welded Wire Fabric shall be ASTM At 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 Alienment:
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
Beams & Uprights:
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 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 8'-0"
3" Spans 13'-
6" 3" Spans 15'-0"
6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'4"
2 x 5 10'-0"1 2 x 5 9'-0"
2 X 6 12'-0." 2 X 6 10'-0"
Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach cletail 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
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RTE VI / LOT SUN STATE SIDING, INC..
W ,0 LAKE LENELLE DRIVE
ULUOTA, FL 32,766
DONALD G.-GE1SSLER, JR.
SCC048423
407 830-7778 PHONE1407 365-3594
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In the event of a conflict in member sizes shown on
the plans and the general notes, the contractor must
utilize the more stringent member size requirements.
ALUMINUM SCREEN EXTRUDED FASCLA IS ATTACHED TODESIGN.)" 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS
INSULATED ROOF WITH #10 1" 6" 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH 6) 410 1" PER SIDE
FROM ENDS 24" O.C.
I nil
ROLL FORM GUTTER IS ATTACHED TO
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 DOO
2X3 FRONT WALL TOP PLATE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED NTO UPRIGHTS WITH 410 1" 6" FROM ENDS 24" O.C.
KICK PLATE IS ATTACHED TO STRUCTURE
WITH 4! 10 1" 6" FROM ENDS 18" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLEND SCREWED WITH (3) 4'10 3",
CAPRI CLIPPED WITH (4) 910 1" PER CLIP
BLIND CLIPPED WITH (4) 410 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) 410 3
CAPRI CLIPPED WITH (4) 410 1" PER CLIP
BLIND CLIPPED WITH (4) 410 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 410 2",
CAPRI CLIPPED WITH (4) 410 1" PER CLIP
BLIND CLIPPED WITH (4) # 10 1 " PER CLIP
INSULATED ROOF IS ATTACHED TO
LUMINUIVI STRUCTURE WITH #10 4"
FROM ENDS 24" O.C.
2X2 SIDE WALL TOP PLATE
IX2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
2X3 SIDE WALL UPRIGHTS
f vxoj 9wl:l
IX2 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.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALLIw][INUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
TJIiE 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 3.2811
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. U E #` 475 09IFAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
JCONTRACTORSHALLNOTIFYTHEENGINEERIMMEDIATELYSHOULDSITECONDITIONSDIFFERFROMCONSTRUCTIONPLANS309-0
c
e4*80ciatesinc.
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Lot 117
Map of Survey
vc& on I b
Tract C"
ae & Retention
ter+aen rrimmn vd,zmn r nror,
Riverwel —7 --Unit
Fe fished Floor
Lot 118 Lot 119 1 Lot 120 Lot 121
ninon I r»-- I L -.V—
25.1
Lot 122 1 Lot 123
N00'1000"W 7 73.49`
CIL Maybeck Court
34' RIW) Tract 'B"Access
LEGAL DESCRIPTION
Lot 119,
Riverview Townhomes Phase 11,
according to the plat Nereofas recorded in plat book 75 at pages) 51- 58 of
me pubrlc recards orseminare county, Florida.
Lot 125
Bow
on on
PA— PA
8 P 1l0 - 2'18`
APPROVED PLANS
o b Etv-ISA o 1 s to0-4 yl
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k S1c re.t
r0'C>V`V-'% ov-L tJ(iS iti SIa b
Address: 260 Maybeck Coud'J s - „ sk4 kV- v -
FLOOD HAZARD DATA: The parcel shown hereon lies within hood zone `X -
according to the Rood insurance Rate Map community panel number SETBACKS:
120294-006OF datad 9aW001. Front:21.5' Side :7.17' Rear: 4.T
Rood Zone detemlinalion was performed by graphic piecing from Flood 8EARING BASE. -The bearings shown hereon are based upon the
Insurance Rate Maps provided by FEMA. No held surveying was performed by eastern plat boundary as being N00'10VO W.
Ibis rum 10 determine this zone. The exact zone location can only be determined
byan elevation study. We assume no respon"Ity laractual flooding Venice/datum Is based on engineering plans as provided by the client,
conditions
prepared by Evans Engineering. Ina, Job A' 12001.
General Notes_
1. This Is a BOUNDARY Survey,oedonred in the Feld an Legortd
Z No aerial, suddce orsubsudaee utility installations, underground Improvements or a Temporary aerxhmark ap_e. an—dr aeek
subsudateraerial encroachments, tl any, were located.
assumeddefum) Pa Plat Book
3. Budding lies shown are to the exterior untinishedloundat)on It or formboard. aow eau of yderaik
ntedne
PC Poem of curvature
4. Elevattons shown hereon, it any, are assumed and were obtained from approved as Cen (DeRa)Angla
PCC. Poimot Compormd Curvalum
Paeamm ContrdPant
Construction plans provided by the Client unless otherwise noted, and are shown CALC Calculated FG. FG.
only to depict the proposed of actual difference in elevation relative to me assumed ce Chord Bearing P.RAP M. Permanent RBkrerxe MerrumeAt
temporary Benchmark shown hereon.
S. The parcel shown hereon is subject to as easements, reservations, restriction; and COGM. CholdConcrete Momrm n? PAP.0.a. Property Ura
Pofm d Beymniv
Rights -of -Way of record whether depicted or not on this document No search of me EL. nrFLEVEL Hevener /Proposed) Elevation (Measured)
P.D.G P.1 -I &Cammenosmmt
Pond dhden
Public Retards has been mane 0Y this office.
6. The legal description shown h3moin is as furnished by client. FDFIXraft FJaV. FoundFWseedFloorflevetion ALPRCPT. Point of Reverse cerohaa
point or Tarrgenry
7. parted and measured d/stances and directions are the same unless othanv)so noted. I.P. hon Prpe R Radius
6. Copies of this Survey may be made for the original transaction only. I.R. bon Rod RAD RtdSal Line
a Denotes H-Jmn rod ivdh plastic cap marked LB4937, or W iron rod with L Am Length RES. Reaidomm
ied plastic cap merited -MM ass Comer unless otherwise noted.
La
Mea
ucansed evs1—
Land surmyor
FJW
TBR
Righly yiyy
Temporary Benchmark
O Denotes P.c.P. (Permanent control point) Menumd TYP.
at Denotes Permanent Reference Monument N/D(NLO) NaOendDisk rte
AinTypicat
Feece slmbot (see d-.iM) 0 2010 Hen 8 Associates Ina Aadrights reserved9 N.P.Nal R.did dr—+X- Fexe rrmbellsw ee":np)
Ne
Dam.L PramienL-cAt P.S.M. Regis.ereo
Nee 2 Associates Inc. Stals of Florida t9
lleuWlTitleAgency, L td., L.C.
Stewart TitleGaranty Company
At. 9102 Hen M':h==Q d
tdapparNo. 6o90
Drawn Dy: CM
Checked by: OP
Prepared for. Mn Nomee
Jab NDmber. 07-405-02
Scalp: 1".40'
by
Final Survey: 09-15.10
D;Zy
CO of Sanford
Building a ' '1'. • Prevention
Project Location
Product Approval Specification Form
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 Florida Approval #
Description include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
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
Shin les
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
Roofing
E.P.S. RoofFow,
Panels
t - E t G
Cort
30 55 0 — R;4
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
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
POWAI-D G . tsit 55LICIR Q --X
ENGINEERING EXPRESS®
k -W. -I "
is ® PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS EXPERT
January 30, 2015
Application Number: FL# 5500.1-R4
Project Number: 14-1438
Product Manufacturer: Elite Aluminum Corporation
Manufacturer Address: 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Product Name & Description: EPS Foam Core Composite Roof Panels
Aluminum / Aluminum Skin
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-
3.005, F.A.C., for statewide acceptance per Method 2(b). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition
2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
PRODUCT EVALUATION DOCUMENTS
FLB drawing #14-1438 titled "EPS Foam Core Roof Panels", sheets 1-1, prepared by Frank L. Bennardo,
P.E., Inc., signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report.
TEST REPORTS
Uniform static structural performance has been tested in accordance with Section 1714.3 of the 2004
Florida Building Code per test standard ASTM E72-05 as evidenced in the following test reports by
Hurricane Engineering & Testing, Inc. (HETI):
3" Panels with 0.024" Aluminum Facing:
HETI -05-1988, HETI -05-1992, HETI -06-2066, HETI -06-2067, HETI -06-2068
3" Panels with 0.032" Aluminum Facing:
HETI -05-1993, HETI -05-1989
4" Panels with 0.024" Aluminum Facing:
HETI -05-1994, HETI -05-1987, HETI -06-2069, HETI
4" Panels with 0.032" Aluminum Facing:
HETI -05-1985, HETI -05-1995
6" Panels with 0.024" Aluminum Facing:
HETI -05-1996, HETI -05-1991, HETI -06-2072, HETI
06-2073, HETI -06-2074
6" Panels with 0.032" Aluminum Facing:
HETI -05-1997, HETI -05-1990
Metal tensile capacity has been determined in accordance with
ASTM E8-01 test standard per test report(s) #HETI-05-T337 (0.024" aluminum facing) & #HETI-05-T338
0.032" aluminum facing) by Hurricane Engineering & Testing, Inc. (HETI).
160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
ENGINEERING
EXPRESS'
Elite aluminum Corp. — EPS Foam Core Composite Roof Panels
STRUCTURAL ENGINEERING CALCULATIONS
30, 2015
Structural engineering calculations have been prepared which evaluate the product based on comparative
and/or rational analysis to qualify the following design criteria:
1. Maximum Allowable Size/Pressure Combinations
No 33% increase in allowable stress has been used in the design of each product.
Impact Resistance:
Large & Small Missile Impact Resistance has NOT been demonstrated as evidenced in previously listed
test reports, and is accounted for in the engineering design of this product.
Wind Load Resistance
Each product has been designed to resist combinations of wind loads, live loads, and dead loads as
indicated in the span schedule(s) on its respective Product Evaluation Document (i.e. engineering
drawing).
Installation
Each product listed above shall be installed in strict compliance with its respective Product Evaluation
Document (i.e. engineering drawing), along with all components noted therein.
Each product component shall be of the material specified in that product's respective Product Evaluation
Document (i.e. engineering drawing).
Limitations & Conditions of Use:
Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e.
engineering drawing) as noted herein for outdoor patio construction only.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in each product's respective anchor schedule. Host structure conditions which are not accounted
for in each product's respective anchor schedule shall be designed for on a site-specific basis by a
registered professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times.
Each product has been designed for use outside the High Velocity Hurricane Zone (HVHZ).
Product shall be fabricated using expanded polystyrene insulating foam manufactured by Dyplast
Products, Inc. as listed in Miami -Dade Notice of Acceptance # 11-0926.07 (or the current version of this
NOA).
160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
rida Eiftlding Code Online
https:l/tloriaaouuum6---s,r•,r
Comments
Archived
Pubrications FBC Staff SCIS Site Map
Product Manufacturer
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Address/Phone/Email Coconut Creek, FL 33073
954)949-3200
dk@dokimengineering.net
Frank Bennardo
Authorized Signature frank@engexp.com
Bruce Peacock
Technical Representative Parkway
Address/Phone/Email
4650 Lyons Technology y
Coconut Creek, FL 33073
954)949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Roofing
Category Metal Roofing
Subcategory
Compliance Method
Evaluation Report from a Florida Registered Architect or
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
PE -0046549
Florida License
Quality Auditing Institute Ltd.
Quality Assurance Entity
Quality Assurance Contract Expiration Date 12/31/2018
Validated By
Jorge A. Pomerantz, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
1 of 2
FL5500 R4 COI Indep.pdf
4/18/2016 10:3'
BCIS Home Log in User Registration Hot Topics Submit Surcharge Stats & Facts
Busines) sproductApproval
Professional r>r2 USER: Public Userfit'
Aoofcation Search > Application List > Apprcation DetailProductAoorovalMenu > Product or
FL5500-R4
FL #
Revision
Application Type
2014
Code Version
Approved
Application Status
Comments
Archived
Pubrications FBC Staff SCIS Site Map
Product Manufacturer
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Address/Phone/Email Coconut Creek, FL 33073
954)949-3200
dk@dokimengineering.net
Frank Bennardo
Authorized Signature frank@engexp.com
Bruce Peacock
Technical Representative Parkway
Address/Phone/Email
4650 Lyons Technology y
Coconut Creek, FL 33073
954)949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Roofing
Category Metal Roofing
Subcategory
Compliance Method
Evaluation Report from a Florida Registered Architect or
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
PE -0046549
Florida License
Quality Auditing Institute Ltd.
Quality Assurance Entity
Quality Assurance Contract Expiration Date 12/31/2018
Validated By
Jorge A. Pomerantz, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
1 of 2
FL5500 R4 COI Indep.pdf
4/18/2016 10:3'
arida auildiing Code Online
Referenced StandardStandard and Year (of Standard)
https://uonaaowturtrr,-v'&F.,
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
FL5500 R4 Eouiv Eg iv.pdf
Sections from the Code 104.11.2
1709.3
Product Approval Method
Method 2 Option B
Date Submitted
02/26/2015
Date Validated
03/08/2015
Date Pending FBC Approval
03/09/201504/15/2015
Date Approved
Summary_of Products
Descriptionton
FL #
Model, Number or Name _ ._- --- -- -- -
Aluminum /Aluminum Roof Panels EPS Foam Core Composite Patio Roo Panels
5500.1
Installation Instructions
Limits of Use FL5500 R4 II Dwq.pdf
Approved for use in HVHZ: No Verified By: Frank L. Bennardo, P.E. PE00465
Approved for use outside HVHZ: Yes Created by Independent Third Party: Yes
Impact Resistant: No Evaluation Reports
Design Pressure: N/A 5500 R4 AE Eval.pdf
Other: For outdoor patio construction only. For use outside R
the HVHZ. See installation drawing for allowable span/load 0—
00 R4 AE
NOA
Reports oFL55i.pdf
combinations. FL5500 R4 AE Test Reports 2.pdf
Created by Independent Third Party: Yes
Back Next;
contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privao+ytatement :: Accessibikv statement
cords. If you do not want your e-mail address released in response to a public -records requ• Under Florida law, email addresses are public reby traditional mal. If you have any questions, please contact 850.487.1: electronic mail to this entity. Instead, contact the office by phone or
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s provided may be used for officiall communication
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eep However email ache public.
are pubdeterDepartmentdeterminerecord. If y
supply a personal address, please provide the Department with an
addressss which can
click
maLerede available to the pubic. lb determine iF you
4S5 F.S plea
Product Approval Accepts:
A 0fee, ::re: .
2 of 2
4/1812016 10:3"
EPS FOAM CORE ROOF PANELS
ALUMINUM / ALUMINUM SKIN
MA VIM Inn Al I nwARI_F CLEAR SPAN TABLES:
CLEAR SPAN TABLE
USE INSTRUCTIONS:
I. DETERI.IINE TYPE OF ENCLOSURE TO BE COVERED (OPEN,
SCREENED WALLS, OR FULLY ENCLOSED).
2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN WIND
PRESSURE PROVIDED BY SEPARATE ENGINEERING, BY A
LICENSED ENGINEER OR REGISTERED ARCHITECT, IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH
EDITION (2014).
3, FIND ALLOWABLE COMPOSITE PA14EL CLEAR SPAN IN TABLES
FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS
CORE DENSITY_ --
SEAL JOINT
CONTINUOUS
C.'UuLuKING
u °
u voo u v
CRO55 SECTION AT
TYPTCAtE*AiJEC7R'T_ERCDCK
EPS ROOF PANEL SPAN DETAIL:
0.024" OR 0.032" ALUM 4' MAX WIDTH PER INTERLOCKING PANEL
r TOP E. BOTTOM FACINGS (1/4" PER FOOTMIN SLOPE)
CLEAR SPAN (L) INSIDE TO INSIDE --
REFER TO ADDITIONAL ENGINEERING SHEETS
FOR LOADS, ROOF CONNECTIONS, & SUPPORTING
STRUCTURE DETAILS (BY OTHERS). THIS SHEET
CERTIFIES ALLOWABLE RDOF SPANS ONLY.
nn —AAI TA nI GC -
T Pan01a 4" Panels 0"Panels - -
Llvu Lwd Dellocllon 0.024" 0.032' 0.024' i 0.032• 0.024" 0.032'
Alum Skln:AWm SklnWorUP00UnitAlumSkinAlumSklnAlumSkln'.Alum Skin
0.024" 0.032'
1 -Ib EPS i•Ib EPS 1.Ib EPS 1 •N EPS 1 -Ib EPS i /•Ib EPS
1 psi —!L 1 120 147.0•, 10,•3' 19'•0" 19"c" 23,•2" 23'-a'
12 PSI i Lf 120 13'-2" 15'•3' iT•12' 1T-11" 21'-T 22'•5"
14 PSI ; L 1120 12'•7" 14'-6" 1T•1" 1T 9' 20'-B" 21.7"
10 pal L 1120 11'-12" 13'-10" 10'-1' 16'•3' 1a-10" 20'•4"
18 Ps( L1120 11'-6" 13'•4" IS -0' 15'-B" t0'-0 IT -7'
20 Ps1 21120 11'•2 12'-1a' 15-2 15'•1" 10'•1' 10.11"
24 PSI ' L / 120 10,-G" 12'-1" 14'-3- 141•3. 1/'•7' 17•,5"
28 psl i L 1 120 9'-11" 11'•6" 17'-5" 13••6" 10'-.'i' 16••2,
32 Psi i L 1 120 9'4" _ 11'•0" 12'•6" 1 1T4" 1 15.5" 15:1"
CLEAR SPAN TABLE
USE INSTRUCTIONS:
I. DETERI.IINE TYPE OF ENCLOSURE TO BE COVERED (OPEN,
SCREENED WALLS, OR FULLY ENCLOSED).
2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN WIND
PRESSURE PROVIDED BY SEPARATE ENGINEERING, BY A
LICENSED ENGINEER OR REGISTERED ARCHITECT, IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH
EDITION (2014).
3, FIND ALLOWABLE COMPOSITE PA14EL CLEAR SPAN IN TABLES
FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS
CORE DENSITY_ --
SEAL JOINT
CONTINUOUS
C.'UuLuKING
u °
u voo u v
CRO55 SECTION AT
TYPTCAtE*AiJEC7R'T_ERCDCK
EPS ROOF PANEL SPAN DETAIL:
0.024" OR 0.032" ALUM 4' MAX WIDTH PER INTERLOCKING PANEL
r TOP E. BOTTOM FACINGS (1/4" PER FOOTMIN SLOPE)
CLEAR SPAN (L) INSIDE TO INSIDE --
REFER TO ADDITIONAL ENGINEERING SHEETS
FOR LOADS, ROOF CONNECTIONS, & SUPPORTING
STRUCTURE DETAILS (BY OTHERS). THIS SHEET
CERTIFIES ALLOWABLE RDOF SPANS ONLY.
nn —AAI TA nI GC -
DEFLECTION NOTES:
1, USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED
LOOM,
2. USE L/180 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON -PLASTERED CEILING OVER
AN ENCLOSED ROOM.
3
ENCLOSED ROOM, PER IFLLOR DA BUILDING CODE
ERS SUPPORTING FFIFTH EDITION (
201S
WITH A DCEILING N
USE L/240 FOR ALL )TA13 E 1604 3n
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR
SPAN TABLES
DESIGN NOTES:
THIS SYS EM SHALLTBE
DETvE
ERMINED BY OTHERSLON A )OB --SPE IF
CTED
FOR USE WITH
BASIS IN ACCORDANCE WITH THE GOVERNItJG CODE. SITE•SPECTH APRESSUREREQUIREMENTSASDETERMINEDINACC00.DANCE WITN ASCE
7.10 AND CHAPTER 1609 Of THE FLORIDA BUILDING CODE FIFTH EDITION
2014) SHALL BE LESS TIIAIJ OR EQUAL TO THE POSITIVE OR NEGATIVE
DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY
AS SHOWN.
GENERAL NOTES:
I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE
3, THE ARC!
SUPERSTRUCTtRESPONSIBLE
THIS DESIGN V
CONTRACTOR,
4. SEPARATi
REQl""ED IN C
CONTAINED HE
TABLES LISTF.0
ENGINEER FOR
5. THE SYSI
INFORMATION
FROM THE CON
REGISTERED A
USE IN CONIUI
G. TILE CON
LOADS ON RO(
LOADS WHICH
ADDITIONAL R
LICENSED ENC
7. EPS COR
CHAPTER 7 SECTION 720,
115H. AND CHAPTER 215
WHICH
Y. INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN
THIS SYSTEM.
ITER/ENGINEER OF RECORD FOR THE PROJECT
tE WITH 1'1Hicii THISDESIGN IS USED SHALL BE
RCHSHALL
BEINTEGRITY
THE
COORDINATED BY THE PERMITTING
TO
SITE-SPECIFIC' SEALED ENGINEERING SHALL BE
IIN. UNE
RI
NTERPOILATION 0 DTI E ALLOWABLE
SPANS
HEREIN SHALI NOT BE PERI4ITTOL, CONTACT THIS
n 1—fATF aPAN CALCULATIONS AS 14AY BE REQUIRED.
OF 1
BY
OTHER CONSIDERATIONS: BEYOND THAT WHICH IS CALLED FOR E
111110 M DEVIATIONS OF Th1I5 PLAN.
FIFRONT OVERHANGI.1AY DEUPTO 3'•0" WITH VALUES LISTC•D I7E(tE1N. 14AXIMUM 10. EXCEPTAS EXPRESSLY PROVIbE[
SUPPORTED SDE OVERHANG IS 2546 OF LAST PANEL WIDTH (I.O. 12" MA% FOIt 48" CERTIFIG\TIONSORAFFIRMATIONS AI
IJEL WIDTH).
El. ALT[RTIONS, ADDITIONS, HIGI
OF PITCH Sh1ALL OE AS PER BUILDING_CODE REQUIREMENTS __,____! THIS DOCUMENT ARE NOT PERMITTED
CERTIFICATION.
Pnn01s
PANEL-/
4" Panels 6 Panels
DEPTH
Liva LoaJ OPOacil'
36" MAX O/H AT FRONT & 25%
0.072' 0.024" 0.032' 0.024" 0.032'
dfor UPf(1 i LNnBin AWm Skin Num Skin Alcon Skin Num SNin Num SklnStdhEP14hEPS1•Ib GPS 1-IbEPS 1-IbEPSFD12'•5,• 14••7•' 14•6•IB-
2L_L124__11__'3
15 psf CLI1B 13 '_....._. IT.Z.... 10_'_....._ 10'B'
17 I L/ 18" 11'-10' 1T12" 13'•H" 16'•11"
LI24
psl i0'-9•, 1T B" 12'•B' 10•5 1'•ta'
IL/ 18 11'•3'._ 13'-3".. 19 2' 1G I" 16'•B"
20 PS' I LI240 0'•10" 1a-3" 12.0" 1112" 147" 14'42"
Ll100 9'•2' ta•7" 12'•5' 173' f I" 19.6'
2.1 psf L1240 W.4" 9'•7" 11'•4" :...11'•3• 13,9_-_-•,,. 14A"..-.
L 1100 U'•t1" 10- 11•10" 11'•70" 14'14" 14' 9"
26 psl L 121 7'-11" B'-_ 1a•0" IVo_ 13.4y' 13'-5'
2/180 B'-6' 9'-f0" 11'-7" 11'•6' 14••0• 14'•5'
30 Ps1 L1240 7'-0" B'-11'• 1a-6' 10'6" 12'•0" 13'•1"
L/180 0'•4" B'•7" 11••4•. 1t•j'. 17'fl 111•-_.
32 pct Ll240 T-7" 0'-0" ta•3' 10'•3"_. _ t2'-6'.--.--12.40"
L/180 0'•2" 9'S" 11•,1• 11'-i' 13,,5" 13•,16•,
34 psf 2/2.40 7.5' 7" B'-- 10,•1 19'•1_ 12'•3" 12 '•7"
L/1600 T•11" B'•2" 10'•U` 10'-9' U'•1" 135"
37 psf L 12.10 T.2" 8'•4" 9-10" 1T-9' II'•I I' 12'.2"
L / 180 T-9" 8'-11" 10'•6' 10'•B"12.7' ITA,
40 psf 2/240 T-6" 6'-1" a47, 0'-6- 11.7" 11'41"
L/160 G., B.•B. tU.•2,1ry.2^ 12.•4.. t7.0..
44 psf L/240 W-10" 7'•10" i-3" 7'-3" I1',6"
L/100
78
7'-3" B'-5" 8'•11' 9'•10" I1'•12" 1214`
D'+f L 1240 G'•i" T -V' 0'.11" 10'•11"
L / 180 7'•1" B'•2'
8.,12'
7.7' a•T" 11'•6' 11'•1a'
52 PSI LI240 G'•5" T•5" 0'-a' 6'-0' IV.! 16'•1.1'...
L1100 11, TAT' 0'•5" U' -i' 11 5 11'•:,"
SG P51 L 1'240 13%3" T•3" Tt.'. 0'-G" 1a•4"
l t0U 6' U" T•10"
B
9'•2" V-7: N'•2" 11'•71"
118"
GO PSI 21240 G'-2" 1'• 0'••I" 0'•A" la•I• tU<F
DEFLECTION NOTES:
1, USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED
LOOM,
2. USE L/180 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON -PLASTERED CEILING OVER
AN ENCLOSED ROOM.
3
ENCLOSED ROOM, PER IFLLOR DA BUILDING CODE
ERS SUPPORTING FFIFTH EDITION (
201S
WITH A DCEILING N
USE L/240 FOR ALL )TA13 E 1604 3n
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR
SPAN TABLES
DESIGN NOTES:
THIS SYS EM SHALLTBE
DETvE
ERMINED BY OTHERSLON A )OB --SPE IF
CTED
FOR USE WITH
BASIS IN ACCORDANCE WITH THE GOVERNItJG CODE. SITE•SPECTH APRESSUREREQUIREMENTSASDETERMINEDINACC00.DANCE WITN ASCE
7.10 AND CHAPTER 1609 Of THE FLORIDA BUILDING CODE FIFTH EDITION
2014) SHALL BE LESS TIIAIJ OR EQUAL TO THE POSITIVE OR NEGATIVE
DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY
AS SHOWN.
GENERAL NOTES:
I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE
3, THE ARC!
SUPERSTRUCTtRESPONSIBLE
THIS DESIGN V
CONTRACTOR,
4. SEPARATi
REQl""ED IN C
CONTAINED HE
TABLES LISTF.0
ENGINEER FOR
5. THE SYSI
INFORMATION
FROM THE CON
REGISTERED A
USE IN CONIUI
G. TILE CON
LOADS ON RO(
LOADS WHICH
ADDITIONAL R
LICENSED ENC
7. EPS COR
CHAPTER 7 SECTION 720,
115H. AND CHAPTER 215
WHICH
Y. INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN
THIS SYSTEM.
ITER/ENGINEER OF RECORD FOR THE PROJECT
tE WITH 1'1Hicii THISDESIGN IS USED SHALL BE
RCH SHALL
BEINTEGRITY
THE
COORDINATED BY THE PERMITTING
TO
SITE-SPECIFIC' SEALED ENGINEERING SHALL BE
IIN. UNE
RI
NTERPOILATION 0 DTI E ALLOWABLE
SPANS
HEREIN SHALI NOT BE PERI4ITTOL, CONTACT THIS
n 1—fATF aPAN CALCULATIONS AS 14AY BE REQUIRED.
OF 1
BY
OTHER CONSIDERATIONS: BEYOND THAT WHICH IS CALLED FOR E
111110 M DEVIATIONS OF Th1I5 PLAN.
FIFRONT OVERHANGI.1AY DEUPTO 3'•0" WITH VALUES LISTC•D I7E(tE1N. 14AXIMUM 10. EXCEPTAS EXPRESSLY PROVIbE[
SUPPORTED SDE OVERHANG IS 2546 OF LAST PANEL WIDTH (I.O. 12" MA% FOIt 48" CERTIFIG\TIONSORAFFIRMATIONS AI
IJEL WIDTH).
El. ALT[RTIONS, ADDITIONS, HIGI
OF PITCH Sh1ALL OE AS PER BUILDING_CODE REQUIREMENTS __,____! THIS DOCUMENT ARE NOT PERMITTED
CERTIFICATION.
OPTIONAL
GUTTER
OR DRIP
CAP
PANEL-/ OVERHANG -1
DEPTH
36" MAX O/H AT FRONT & 25%
1 OF LAST PANEL WIDTH AT SIDES
UP TO 12" MAX O/H AT SIDES)
CONSIDER POSSIBLE IMPOSING
ITED TO ANY CONCENTRATED
GN CRITERIA, THIS
3E PROPERLY ANALYZED BY A
I ITECT. BE CONSTRUCTED USING TYPE
T POLYSTYRENE FOAI4 SHALL
ALL BE MANUFACTURED BY
NOA # 11.0926.07 (OR
FOAM SHALL BE ADHERED TO
202 ADHESIVE (BY ASHLAND
CORDANCE WITH APPROVED
It FOR ALI. PANELS.
0 INSULATE OR PROTECT ALL
0 PREVENT ELECTROLYSIS.
1LIDATES STRUCTURAL DESIGN
TION BY CONTRACTOR, et. al.
iGINEER FOR ALL COST &
LATE FEES.RESULTING FROM
IN, & CONSTRUCTION PRACTICES
OCAL, STATE, & FEDERAL CODES
REIN, NO ADDITIONAL
WENDED. IHTING. OR OTHER MARKINGS TO
TABLE VALUE DERIVATIONS:
PANEL PROPERTIES:
1. PANEL STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST
REPORTS Nos. HETI-05-1985, •05.1907, •05-1980, •05-1909,
05-1990, •OS -1991,•05.1992, -05.1993, -05.1994,-05-1995,
OS -1996, •05.1997, •06.2066, -06•2067, •06•2068, -06-2069,
06.2070 '06.2071, -06-2072, -06.2073, & •06.7.074 BY
HURRICA{ E ENGINEERING & TESTING, Inc.
2. PANEL DEAD LOADS RAVE BEEN FACTORED INTO CALCULATIONS
FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL
PROPERTIES.
14-1438
City of Sanford
Aluminum Structures Permit Application Checklist
All permit application packages must be complete prior to acceptance. You must check
each box to the left or indicate n/a on this submittal. A complete application package shall include
the following:
Building Permit Application completed, signed and notarized. Application must include correct
address and complete parcel I.D. number.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value of the project.
Copy of applicable contractor's license issued by the State of Florida.
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the
City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by
the State of Florida (must be submitted with each application if contractor is the applicant).
Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant).
Two (2) site plans indicating proposed location.
Two (2) copies of the signed and sealed engineered drawings. Wind design data required on
drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I
buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options
that apply.
Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale.
Include all framing sizes and types. Include any electrical devices to be added.
Two (2) copies of Florida Product Approval, including manufacturer installation instructions and
product evaluation reports, for composite or elite roofing systems. (If applicable)
t1 For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in
accordance with FBCR R301.2.1.1.2
Contact Person information entered in Naviline?
Application forms stamped received and initialed
Revised: February 2015
City of SanfordFD
Aluminum Structures Permit Application Checklist
a ag
All permit application packages must be complete prior to acceptance. You must check each box
to the left or indicate n/a on this submittal. A complete application package shall include the
following:
VllBuilding Permit Application completed, signed and notarized. Application must include
correct address and complete parcel I.D. number.
6d' Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value of the project.
V/ Copy of applicable contractor's license issued by the State of Florida.
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the
contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the
City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued
by the State of Florida (must be submitted with each application if contractor is the applicant).
Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant).
V/ Two (2) site plans indicating proposed location.
Two (2) copies of the signed and sealed engineered drawings. Wind design data required on
drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I
buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options
that apply.
Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale.
Include all framing sizes and types. Include any electrical devices to be added.
V/ Two (2) copies of Florida Product Approval, including manufacturer installation instructions
and product evaluation reports, for composite or elite roofing systems. (If applicable)
For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in
accordance with FBCR R301.2.1.1.2
These guidelines were compiled to assist the applicant in preparing an aluminum structure permit
application and may not be complete. The applicant is required to meet all City of Sanford, state, and
federal code requirements.
Revised: February 2015
REQUIRED INSPECTION SEQUENCE
BP# /L -a'?" Address: T&Z- M+ 4V>eA4L
REVISED: June 2014
ELEcTRIcAL PERMI ¢'
Min Mays Ins2ection llDescri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Ins ection llDescri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection tDescri tion
Mechanical Rough
Mechanical Final
Min Mays Ins ection Descrilgtion
Gas Underground
Gas Rough
Gas Final