HomeMy WebLinkAbout216 Cabana View Way 17-416; SLAB & SCREEN ROOMPlan Review Contact Person: 0 N Title:
Phone: 07 9d,5 q9 /Fax: a-7 30a-303 ail: n j2 01 J
Property Owner Information
C -79
V Cmc
Name Da IV i' a ''
VV
i 2 l 9n z I t I -S Phone: O 7 7 9 0
Street: c l CA b,4,t AyLA_,w Resident of property? We,
City, State Zip: 3
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Co-n//tractor Information
Name f R i (
t
G_j Phone: o7 9a,57 q98787
Street: r 9 Fax: t-( d 7 3d d— 30 J
City, State Zip: ` ` a 3 State License No.: Q a053 007
A,
Arch itectlEngineer Information
AName: ,+, a kVk a N Phone:
Street: q t 0 V I reti (4, d Fax: _
City, St, Zip: 0 l 14--n kO E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that al I work will be performed to meet standards of all laws regulati ng construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
F BC 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:.lune 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Sia moire ot'Nvner/Agent Date Signa re of Contractor/Agent Date
AN DORION
LA
It,iic - State of Florida
n#tFF18
Expir s Afar 27, 201.E A
Owneat r' Pers, d uaMe or
Produ?r „tea
Print Contract
a / /
J 7 l' t /
N
Produced ID
BRYAN DORION
Notary Public - State of Florida
Commission # FF 181319
My Comm 2019
Be hrouah National Notary Ass .
BELOW IS FOR OFFICE USE ONLY
Me or
Permits Required: Building eElectrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No ,, # of Heads.
36(1z
5r+'
APPROVALS: ZONING:-%l U ILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Storms:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: -5,r D -a71 -r 7
Ok to install concrete slab and screen room as shown on plan. Meets area and dimension
regulations for SR -1 zoning district. Must be a minimum of 4 feet from rear property line and
minimum of 7.5 feet from side property line.
Revised:.lunc 30. 2015 Permit Application
02/08/2017 09:46 4073223039 P PAGE 01105
RECORD COPY _
ALUMINUM SCREEN DESIGN
A'J1•r'!rum &
CorsirUcl'on Engineer ra
P an Types:
Screen Room exceeds 75 MPH)
ooi ScreenlCage (Removable Screen -Remove screen when
stand actual Wind Speed)
of ScreenlCage (Nor;-Rt:movable Wean - DeslgnPd to Wl
Tar Port I VIEWED FOR Cot) COMPLIANCE
GC—
tio Cover PLANS EXAMINER
BiS New
Project Addre": P 016
City: F 7
CA/
Date: 1-5"-d
Contractor NSR1e• PRAGER BUILDERS INC A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
2938 STONEWALL PL
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
AddCeSS. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
SHALL ISSUANCE OF A PERMIT
City: SANFORD
COD THE BUILDING OFFICIAL FROM T
EREAFTERVENT
REQUIRING A CORRECTION OF ERRORS IN PLANS,
lap Code: 3277 CONSTRUCTION OR VIOLATIONS OF THIS CODE
Phone/Fax: 407-383-9555 / 407-322-3039
Email• INFo@PRAAGERBUII_DERS.COM
No of Copies
ChooSe One:Mailp Pick Up Fed -
For FedEx option got to Www. a
luminumscreendesi n.com and provide FedEx account #) -
L 1 6
payment: Check Credit Card # 1
Far Credit Card option go to WWW -
aluminumscreende i co to pay by credit card) J LpING.
Engineering prepared by: NFpRD
02/08/2017 09:46 4073223039 P
Isis T% ALUMINUM SCREEN DESIGN
IM Con s;ruct;On EngineeringIMASVAIUMInUrn &
BOMM
imposed Category, C Rask Category:
U1iiMate Wind Spm (mPh) ,.
Screen Ro m-
Pan Roofinsulated Conventional[]
Fascia wall: Block[Kick Pl e
x Top Plate x --_
Uprights .
pool ScreaniC gable } Mansard
Dome Conventional[]
Gutter Wall: Block
x_ Purlin
r____
x..
Beams x
r-
Uprights
Car Dorf:
Insulated Pan
ventional []
Fascia Wall: Block Con .
Beams --
Post
Patio over..
Pan Insula Conventional]
Fascia[]
Wall: GlockQ
Beams x Dost
PAGE 02105
1
concrete:Rib ion Footer x+
Pavers
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General Notes & Design Standards
Screen Patio Room Enclosure) `
The following are general design standards. More stringent design standards maybe 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: -130 MPH (FBC Table 2002.4) (35 psi
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense, real or implied, arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the
contractor and must be submitted to the engineer for approval_
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion,'change the plans and drawing without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
bear no responsibility or liability for the construction of premises and accuracy of the drawings.
Foundation and Earthwork:
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer.
Soil bearing capacity — 2,000 psf Minimum
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95% ASTM D698 density.
Unit soil weight = 105 pcf
Internal angle of friction = 30 degrees
Coeff Of friction between footing and soil= 0.5
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
Wim " ; -,
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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-tap'ping.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 =,130 MPH
2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0"
2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0"
Concrete
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be 3/4"
Reinforcinz 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
v
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'-0"
2 x 5 10'-0" 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 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
02108/2017 09:46 4073223039 P
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216 Cabana Mew Way
Sanford, 171- 32771
LEGEND
OR Book - OfIlIcial Record B001K
Rg - Pop M - Cable TV Riser
ID a Atniffleaflon
LEI = LicenstAl Rusin G7
K- water Maker
UE a UtIM)e Easement
OE = Drainage Easement
DUE = Drornage, & Utility Ecement
Storm Mwwa
Telephone Riser
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CLIENT
FIELD DATE: 4AB112
DRAFTER: DF
APPROVED, JEW
SCALE: 1.=30.
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02/08/2017 09:46 4073223039 P PAGE 03/05
PRAGER BUILDERS INC.
5450 Bryant Avenue • Sanford, FL 32773
Telepbone: (407) 324-9960 • Fix: (407) 322-3039 '
State Certified: #CBC053007
www.sunrvompro.com
av( # 7 -`3 0 0(
j his s I)ATEI-I?, 1
NAME
ADDRESS
IMUCTIONS:
i
SC'RFtF.N: j CATEGORY:
r'LAf: GABT: TIE IN: (
a VV Jh
C!`
vim_
c.
ROOF SI'LG 3 YprrFE
pUQRS: E
KICKPL4TB: L`7
fI !- ..fhV+>K
GUTTERS= , r c
WINDOW TYPE:
FRAME COI09! n
PORCH OVEAFiANG:
HOUSE Q H • S7'J SOFFIT?
tkN,'
SiD>r
EAM5; ?
SLAB SIZE: 2 C, / `[ CT
FmI TING SLAB:
D£MG: /a X
ELECTRICAL:
GATE CODE; 7du.
sunrompr-cLm
LI AND WORKMANSHIP GUARANTUM FOR2YF-ARS. NOTE; 1) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A
Contmcjo ,exprasely rear— an conttwtocs, mechanic apd material
COON OCCURRENCE
mans Lien which m2y be asserted under any Provisions of*m law to 2) 5P NKLER SYSTEM MUST BE RkLOCATP DY CUSTOMER
e-wre payment of the contract price and ffM *;sort and fix the saint as s 3) b9WAGE AT $ASE OF ROOM IS RESPONSIBQ ITY OF
lien upon the real property on Which insW149n is T=de,. HOMEOWNER
F ia;Q a£ws to supply cl etncai paver tat job site. 4)FLOO..Wy REQUIRH LEVELING FOR'TILE INSTALLATION.
5) OWNER IS'WPONSIBLEFORANYREJNSPECTiONFEES
DU$ TO}TNAACCESSJBILCTY Oil MISSING PFRMIT,
6) HOMEOWNER lS RESPONSIBLE FOR IIOA ORARC APPR01'1I `
7) ALL WORKAREAS MUST BE FWEE OF DEBPJS AND
F001TURE.
VWc have read the forgoing proposed contract and accept the same on the terms and condrnons Pnnreu vn ane
as stated above. - L 1^ j
Cash, Check 3% ConverI Fee for Credit Card uaasactions. Two fbil years labor and 03tenal guaraaltee'
EXTRUDED GUTTER IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) #10 4" PER PANEL ,
BRACKET FROM 3X3 IS ATTACHED
TO CONCRETE WITH 2 1/4" X 2"
TAPCONS TY -P.
3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS
6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH 6 #10 1" PER SIDE
EXTRUDED FASCIA IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
3X3 POSTS ARE ATTACHED
TO 2X6 BEAM 2 3/8" X 3 1/2"
CARRIAGE BOLTS TYP.
3X3 POST IS ATTACHED TO
BRACKET WITH 13/8" X 3
BEAM TO WALL CONNECTION
2X2 RECIEVING CHANNEL IS
ATTACHED TO BEAM WITH
1 LESS #10 1" THEN BEAM SIZE
INTO STRUCTURE WITH (4) # 10 1"
t
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALL TAPCONS SHALL PROVIDE MINIMU_ M OF 1 1/8'_' EMBEDMENT DEPTH
i SUITE A6@YAHOO.COM
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE: 407-747-1470 I OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 328-11
SPEEDS OF 130 MPH'(FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.%' . # 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION _
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 0
Z -
J
ALUMINUM C DESIGN3 STRUCTURE3" C CHANNEL IS D TO BLOCK WITHTH /1" XINSULATED ROOF WITH # 011'
6T0
6" FROM EMNDS24"O. &ITO " INSULATED ROOF 6 10 PER SIDE
FROM ENDS 24" O.C.
2 HINGE
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) 910 4" PER PANEL
2X2 POST .046 OR GREATER
2X2 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"
KICK PLATE IS ATTACHED TO STRUCTURE
WITH 910 1" 6" FROM ENDS 18" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLI>?
IX2 IS ATTACHED TO FRONT WALL
WITH #10 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) #10 3
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 910 2",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
INSULATED ROOF IS ATTACHED TO
LUMINUM STRUCTURE WITH #10 4"
FROM ENDS 24" O.C.
SIDE WALL TOP PLATE
1X2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
3X2 SIDE WALL UPRIGHTS
2X2 CHAIR RAIL
1X2 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
ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALL TAPCONS S14ALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
SUITE A6@YAHOO.COM
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEM[ -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND FL 32811
r
SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. E. # 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS o.L' CA#3093 Q
FL 9
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
Subcateoory
FL2291-R8
Revision
2014
Approved
Metals Building Products
7815 American Way
Groveland, FL 34736
352) 787-7766
bkaufmann@metalsbp.com
Frank Bennardo
frank@engexp.com
Bill Kaufmann
7815 american Way
Groveland, FL 34736
800)342-9077
bkaufmann@metalsusa.com
Roofing
Products Introduced.as a Result of New
Technology
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 Frank L. Bennardo
developed the Evaluation Report
Florida License PE -0046549
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 11/02/2018
Validated By Jorge A. Pomerantz, P.E.
Validation Checklist - Hardcopy
Received
Certificate of Independence FL2291 R8 COI Indep.pdf
Referenced Standard and Year (of Standard) Standard
ASTM D 1929
ASTM E72
ASTM E84
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
04/27/2015
04/30/2015
05/10/2015
06/23/2015
Year
1996
1998
2003
FL #
Model, Number or
Description
Name
2291.1 Pro -Fab Roof Panels Aluminum and Steel Skin EPS Core
Sandwich Panels
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL2291 'R8 I1 Dwg.pdf
Approved for use outside HVHZ: Yes. Verified By; Frank L. Bennardo,
Impact Resistant: No P.E. PE0046549
g Design Pressure: N/A Created by Independent Third Party: Yes
o
Other: - For outside patio construction Evaluation Reports
only. - Refer to engineering drawing #04- FL2291 R8 'AE Eval.pdf
15 1-0001 for limitations and conditions of Created by Independent Third Party: Yes
use.
I i
I
E
s
I
9
s-
4p
d
i
E
EPS: F0_ AMCORE ROOFPAINIELS
N.T.S., VERT SECTION PROVIDE 1V2" MIN.
SPACING BETWEEN
WOOD: (2) V4"O LAG SCREWS WITH
ANCHORS IN EACH
MIN.
I
THREAD PENETRATIONTO
PAIR, fYP,
E'ZTSTING WOOD HOST (G=0:55 OR EXISTING 0.024" OR 0.030"
3tTtl ER),,4/4" MIN, EDGE DISTANCE, HOST STRUCTURE ALUM OR 26ga
PACED AT 6" O.C. MAX.
IV2" BY OTHERS, TYP. STEEL TOP &:BOTTOM
26GA 0.024*'(-)
4- MAX WIDTH PERMIN./ FACIN GS
CONCRETE: (2) ITW STAINLESS
TAPCONS 1'/4 MIN, EMBED.
0.024"'
PANEL INTERLOCKING- PANEL
FDEPTH
26ga
STEEL with
TO EXISTING 3192PSI NON -CRACKED
1/4" PER FOOT MIN SLOPE)
Limit
CONCRETE HOST 2//2" MIN. EDGE
Alum Skin
0
EPS CORE (1.0 PCF)
Alum Skin
DISTANCE, SPACED AT 12" O.C. VIAA.
Alum Skin
o 0
Alum Skin Alum Skin
C -CHANNEL, MIWO.045" ITHOLLOWBLOCK:. (2) Y4"O ITW
WITH 11/4" ' STAINLESS STEEL TAPCONS W
TO EXISTING HOLLOW
I THICK (6063 -T6 ALUM)
i CLEAR SPAN (L) INSIDE TO INSIDEMIN. EMBED,
BLOCK, 2Y2" MIN, EDGE DISTANCE, 8x/16" SAE GRADE 5 SMS AT 6"
1-1-8 EPS i-LBEPS 1,1-LBEPS
SPACED AT 6" O.C. MAX. j O,C, MIN. TOP & BOTTOM, TYP.
1 -LB EPS 1 -LB EPS
J ROOF PANEL/SPAN DETAIL
23--0"
N.T.S. VERT SECTION
MAXIM U. ALLOWABLE CLEAR SPANTABLE
10 PSF
M.
ROOFS OVERSCREEN WKELS AND PATIO COVERS;-,.
I7-7"
OVE
36"
25°
wit
12"
TA
1.
5.
5.
5.
3" Panels 4" Panels 6"PaneLs
Expo- Live Load Deflection 0. 024" O 030" 26GA 0.024*'(-) 0.024" 1 0.030" 269a Steel 0.024"' 0.030" 26ga
1;:.no Speedeed
1or Uplift Limit Alum Skin Alum Skin Steel Skin'. Alum Skin AlSkinum ! Alum Skin Skin Alum Skin Alum Skin Steel Skin
sure
U... )
I
EPS 1.5 EPS 1-1-8 EPS i-LBEPS 1,1-LBEPS 1 -LB EPS 1 -LB EPS 1 -LB EPS1 -LB EPS 1 -LB EPS 1 -LB -LB
9 PSF 120 16-6" 19,-8- 10 23--0" 23.0 7 23_0"2T-0-
C 10 PSF 120 15-2" I7-7" TF -10" 17 11 19%4" 2Z-2" 22 '4' 23'.0'. 2T-0-
ic, MZ H D 13 PSF 120 14 16'-4" 17'4" 1 IT- 11 22'-2" 23.0"
NIPH B 1 1 PSF 1 2() 14'-114 7 4., IT -4 18'718, 16-7- 177-9 21'-10" 22' 23' .0
20
20 MPH c 12 PSF 7 0___T 14--Y
L_
16-6" 17* -7" 18'-2" 2 U-911 21%4" 27-5" 23'-0"
AFH 1) 15 PSF 120 13'.4" 15 -5 16-5" 13'-11" 1 17'-0" 19'-2" 21'-0" 23%0"
o MP H B 12 PSF 120 14 -2" 16 '-5" 1 IT -6" 14'- 10" 164' 20'-8" 21'-3" 22'-4"-,
j 1 mpl-i C 14 PSF 120 13'-6", 1 6" 14'- 1 15-12" 17 -3" 191-15" 20'-2" 21'-3" 23'-0"
o
71 70 MPH 17 PSF 120 12'-7" 14'-7 16-6" IT -2" 14-1V - 16 16-1"17'-7" 18'-10", 19*_10" 22'-5"
14FNIPH 14 PSF 120 13'-6 16-8" 16-8" 14,4' 16.0" i 1T-3" W -Y 21'4" 23'-0"
1 149*
14'.5"
151-l" 1 16-Y
15'-4"
1T-117
16 5'
4
12" t9' 18'-11 20-
20 PSF 120 116101112'-6" 14'-3"
L12NIPH
MPH B I 5 PSF 12-0 1 15- 16, -Y 13'-9" 16-7-
81, 2U 23' 0"
50
150 MPHNMIf C 1 19 PSF 120 12'-Y 14'-2" 12'-9 14'-6" 1 16-11" 18'-4" 19'4' 21'-6"
1 50 D 23 PSF:' 120 11%6" 13'-4!' 0" 1 S -T
E15-
8"
14'-8"' 1154" 1T-1" 1 7' 18'-2118 '-2
191-611,
56 MPH BB PS F17PSF 120120 2 _8., 12'-8" 14'-8" 116-8" 13'-3" 13 '-3 16-0" 17'-9" 8 1 2 16-12" 19 _I 2" IT -12" 22'-7"
156 MPH C PSP21PSF 1 0120 1 1 13, -10" 14-4" 17-5" 1 4'- 15-3" 15-3" 3" 16-Y 17 1 0., IT- 10" 18 ' _I 0" 18-10" 20,_7" 20'-7"'
r 156 MPH D i 25 PSF 120 11 -2" 127F.'.. 13--0" 1 V-8" 13 3' 14'4' 914'-9" 1 6. -5, 16%5" 7 _8,. 1T-8" 1
1.10"
1 _918'-9"
i 160 MPH S12018P i 12-4- 14'4" 16-2" 12'_11" _ 14 8' 15_10 1 -2IT -2" 1 8. " 718'-7" 9 .619-6" 19._6" 21'-10" 2
160 MPH C 22 PS F I 20 1 V-9" 13'-T' 13-12 12'-3" 1 t 14'-12"' 15'-10"' 1T-7"
16-12"
16-15" 20'-1"
1 0 P14 D 26 PSF
1. .
120 0" 1011
12'-9"
1r,
12'-8" 11-4. j 14'- 1 14!-5"' 1IT-Y 18 4'
165 MPH B 2_2 14 l 4 19 Z-9.,
13%0-
14-5-j
7-1
16-7
4'-8"
16'-9"
154"
1 18 -W
1T -V 18' -2"
21'-3"
19'
165 MPH c 23 PSF 120 11'_6" 13'-4" 13'-7" Z-07 1
77165 Vigj_ C 28 PSF, 120 10'-9" 12'-6" 1 12-4- 12'-9"
170 MPH 8 20 PSF 120 1 V- 12" 13'-1 V 14'-5 1 Z-6" 14'-2" 15-4" 16'-4"- 1 17'-12' 20%9"
PH C PS24PSF24F 120 11,-3" 13'-1" 13 1 3 '-2" 1 J%q 1 3 _4134'. 14'-5" 14'-11 16-7" 1 T-9" 18'-12"
7
0 MPH D PS29PSF 1120 1 OW" 12'-2" 11 1 1 1 212 -6' 13, 7 16' 17*
0 MPH T C 30 PSF so 1 V-2` 1 V-1 V 1T-9" 0,. 12%0" 1 _012'-0" 12'-0" 12'-0!' 117-0- 12'-0" 12'-0" 1
MP - H c 30 PSF 120 10'-5'- 111-11" 11,_9" 1,2-41., 12'-4" 1 13-4- 13'-4" 14-4- 151-11- 16-11"
m'PH t 0 30 PSF 180 971 10'-7- 1 1'-Y 9-E 101, 1 V-811 13-4- 13'-8" 14'-5" 16-9"
MPH f C 30 PSF 80EE 11'-2"
ill- 12, -0" 12'-0- 17-0" 12'-0" 12••0,. IZ-V 12'-0"
o MPH c 30 PSF J')o 10!-51' 111-11"
111-91, 0--11" 11" 12--4" 1 Z-4 IT -4" 13'4" 14'-9'* 15'-11"16-11" 1
7 MPH t C 30 PSF 180 1 V-7 1 V-3" 9 - 9._6, 0_116-4- 11-8 13'-8" 14'-5
5 A1 PH f D 31 PSF 8011',10" 11'-8" 2-0" 12'-0" iz-o"_ jz-u 12'-0" 12-0
MPH D 31 PSF 120 0" 11,-10', Ill -B., 10_10" 1 4" j 13'-3" 13 -2" 14' -8"
OVE
36"
25°
wit
12"
TA
1.
5.
5.
5.
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
00FS OVER ENCLOSED SUNROOM ADDITIONS:
Speed Expo-
sure
Live Load
ior Uplift
De` ction
L )
0.024"
I
Alum Skin :Alum
1 -LB EPS i
3" Panels
0.030" 26ga Steel , 0.024" (') 0.024"
Skin . Skin Alum Skin Alum Skin
1 -LB EPS 1 -LB EPS 1.5 -LB EPS 1 -LB EPS :
4" Panels
0.030" 26ga Steel
Alum Skin 1 Skin
1 -LB EPS I 1 -LB EPS
0.024"
Alum Skin
1 -LB EP"
6" Panels
0.030"
Alum Skin
1 -LB EPS
26ga
Steel Skin
1 -LB EPS
100 MPH B 13 PSF 120 13'-11" 16'-2" 17'-2" 14'-7" 16'-6" 17'-10" 20'-4" 20'-11" 21'-12" 23'-0"
1GC MPH B 13 PSF 180 12--2" 14'-l" 15--0 12'-9" 14'-5" 15'-7" 17'-9" 18'-3" 19'-2" 22'-4"
PH 13 PSF 240 11 1 ' 12'-10" 13'-8" 11 7" 13'-1" 14'-2" 16-2" 16'-7" 17'-5" 20'4"
100 MPH rC 16 PSF 120 13'-1" 15'_2" 16.2 13'-8" 15.6„ 16'_9" 18'-8" 19'_7" 20'_7" 23'-C"
i 00 MPH C 16 PSF 180_11'-5' 13'-3" 14'-1" 11'-11' 13' 6" 14'-7" 16-8 1T-1" 18'4" 20'-12"
00 MPH C 16 PSF 240 10'-4" 12'_1" 12'_10" 10'_10" 12'-4" 13.3" 15'_2' 15_7„ 16' 4
i00 MPH D 19 PSF 120 12' - 14'-3" 14'-11" 12'-10" 14' &' 15'-8" 16-11" 18'-4" 19'4° 21'-6"
j i00 MPH D 19 PSF 180 10'-8" 12 5 13 3" 11'.2" 12'-8" 13'-8" 15'-8" 16'-1" 16'-11" 19--'81
100 MPH D 19 PSF 240 T 9 9' 11 -3" 12 -0" 10'-2" 11' 6" 12'-5" 14' 2" 14'-7" 1T 10.,
110 MPH B 16 PSF 120 13'_1.. I 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" j 16'-8" 17'-1" 17'-12" 20'-12"
110 MPH B 16 PSF 240 10'-4" 12'-0" 12'-19' 10'-10" 12'-3" 13'-3" j 15'-2" 15'-6" 16'-4" 19'-1"
p-- 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"
110 MPHi_...".. C 19 PSF 180 10'-8" 17 5" 13'_3" 11'-2" 12'-8" 13'-8" j 15'-8" 16'-1" 16-11" 19,_8„
1 16 MPH C 19 PSF 240 j 9'-9" 11'.3" 12'-0" 10'-2" 11'-6" 12'-5" j 14'-3" 14'-7" 15'-4" 17-11"
110 MPH D 23 PSF 120 11'-6" 13'-4" 131-61, 11'-12" 13'-7" 14'-8" 15'-4" 17'-1" 18'-1" 19'-6"
10 MPH D 23 PSF 180 10'4' 11'-8" 12'-5" 10'-6" 11'-11" 12'-10" 14'-8" 15'-0" 15'-10" 18'-5"
110 MPH D 23 PSF 240 9'-1" 10'-T 11'-3" V-6" 10'-10" 11'-8' 13'-4" 13'-8" 14'-5" 16'-9"
120 MPH B 19 PSF 120 j 12'-4" 14'-4" 15'-1" 12'-11" 14'.7" 15'.9" 17'-1" 18'-6" 19'-5" 21'-8"
120 MPH B 19 PSF 180 10' 9" j 12'_6 13-4 11'_3" 12,_9„ 13.9" I 15'-9" 16'_2„ 16'_12" 19'_10„
i20 MPH B 19 PSF 240 9' 9" 11' 4" 12'_1" 10'_3" 11'-7" 12'-6" j 14:-4" 14'-8" 15'-5" 17'-12"
i 20 MPH C 22 PSF 120 11'-7" I 13'-5" 13'-8" 12'-1" 13'-9" 14'-9" 15'-6" 17'-3" 18'-3" 19--g"
0 MPH C 22 PSF 180 10--1"
111-91, 12'-6" 10'-7" 11'-12" 12'-11" 14'-9" 15'-2" 15'-11 18'.7"
0 MPHMP C 22 PSF 240 9'-2" i 10'-8" 11' 4" 9'-7"„ 10'-11" 11'-9" 13'-5" 13'-9" 14'-6 16'-11" 20
120 MPH D 27 PSF 120 10'-10" ! 12'-7" 12'-5" 11'4" 12'-10" 13'-10"` t 14'-1" 15'-8" 16'-11" 17'-11"
120 MPH D 27 PSF 180 9'-6" 10'-12" 11'-8" 9'-11" 11'-3" 12'-1" 1 13'-10" 14'-2" 14-11" 17-5
120 MPH
13C MPH
D
B
27 PSF
22 PSF
240
120
T-7"
11'-8" j
9'-12"
13'-7"
10'-8"
13'-11"
F1 2"
12'-2" 1
10' 2"
13'-10"
10'-12"
14'-11"
12'-7"
15'-9"
12'_11"
17'-6"
13'-7"
18'-5"
15' 10"
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"
130 MPH B 22 PSF 240 9'-3" 10'-9" 111-51, 9'.8'. 10' 12" 11'-10" 13'-7" 13'-11" 14'-8"
L,130 MPH C 26 PSF 120 j 10'-12" 12'-9" 12'-8" 11'-5" 12'-12" 144" 14'-4" 15'-11" 17'-2" 18'-2"
i 130 MPH C 26 PSF 180 I 9'-7"11' 1" 11'-10" 101-01, 11'-4" - 12'-3" j 13'-12" 14'-4" 15'-l" 1T 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" I
130 MPH D 32 PSF 120 10'-3" 11'-7" 11'-5" 10'-9" 12--l" 13'-0" 12'-12" 14'-5" 15'-7
130 MPH D 32 PSF 180 j 8-12" 10'-5" 11'-1 9'-5" 10'-8' 1V-6"- 12'-12" 13'-5" 14'-2" 16-6
130 MPH
140 MPH
140 MPH
D
B
B
32 PSF
25 PSF
25 PSF
240 8'-2"
120 11 2
180 9'-9"
9'-6"
12-11"
11 -3"
10'_1" 8'-6" 9'-8"
12'-11 11'4 13'-2"
12-0" 10'-2" 111-61,
10'_5'
14'-3"
12'-5"
11'_11..
14'4"
14'-2"
12._3"
16-3"
14'-7"
12'_10"
17'-7"
154"
14'_12"
18'-7"
17'-10"
140 MPH B 25 PSF 240 V-10" 10' 3" 10'-11" 9'-3' 10'-6" 11'-3" 12--1 1 13'-3" 13'-11" 16'-T.
140 MPH
140 MPH
C
C
30 PSF
30 PSF
120
180
10'-5"
9' -V
11'-11"
10'-7"
11'-9"
11' 3"
10'-11"
9'-6"
12'-S"
10'-10"
13'-4"
11'-8"
13'-4"
13' 4"
14'-9"
13'-8"
15'-12"
14'-5"
16-11" 1
16'-9"
140 MPH C 30 PSF 240 8'-3" 9'-7" 10'-3" 81-81, 9'-10" 10'-7" 12'-1" 12'-5" 13'-1" 15'-3"
r 140 MPH D 37 PSF 120 9--g.- 10'-10" 10'-8" 10'-3" 11'7 12'-1" 12'-1" 13'-5" 14'-6" 15'-4" j
L 140 MPH
140 MPH
D
D
37 PSF
37 PSF
180
240
8'-7" I
T-9" I
9--11"
9'-0"
10'-7"
9'-7"
8'-11"
8'-1"
10' 2"
9'-2"
10'-11"
9,_11"
12'-1"
11'-4"
12'-10'
111_8"
13'-6"
12,_3"
15'-4"
14,_3"
ABLE NOTES:
ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-10
iGURE 26.5-1c, RISK CATEGORY I, 10 PSF MIN LOAD. EXP'B'
j ?RESSURES VALID UP TO 30' MRH. EXP'C' & EXP'D' PRESSURES
V.ALID UP TO 15' MRH ONLY.
CEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, MAXIMUM
ALLOWABLE ROOF SLOPE SHALL BE 3" MAX PER FOOT (3:12).
3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR
GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES.
4. mAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED
ABOVE SHALL NOT EXCEED 3'-0". MAXIMUM ALLOWABLE SIDE
OVERHANG IS 25% OF'LAST PANEL WIDTH. (i.e. 12" MAX FOR 48"
PANEL WIDTH).
t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION
LIMITS CONSIDERED FOR USE IN THE HVHZ ARE:
5.1. L/80 FOR SPANS :512'-0"
5:2. L/180 FOR SPANS > 12'-0"
CLEAR SPAN TABLES
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,
FACING THICKNESS, AND EPS CORE DENSITY
SELECTED.
4. ANCHOR COMPOSITE PANELS TO EXISTING HOST
STRUCTURE AND EXISTING SUPPORTING MEMBERS
AS ILLUSTRATED HEREIN.
F1N
RO
WOOD SUBSTRATE:
OR #14x2"
LAC, SCREWS 2' FROM
PANELS ENDS & 11' D.C.
PER PANEL
CONCRETE OR CONC. BLOCK
2)-Y4'x2Y' ELCO
CRETE -FLEX SS4 OR EQUAL
2' FROM PANELS ENDS &
11' O.C. PER PANEL
3'x 0.032 x 1.5 -LB EPS WALL PANEL
ALLOWABLE CLEAR SPAN CHARTS)
MAX. ULTIMATE
MAX. ALLOWABLE SPAN (FT)
DESIGN MAX. ALLOWABLE SPAN (FT)
PRESSURE'
L/120
1200.
L/80 L/120
10.17 10.17
96
PSF)
96
P, ,=t58 PSF CORRESPONDS P„,,-_96 PSF and Vw,_200 MPH, EXPOSURE C.
ENCLOSED CONDITION, I_1.0.
4' x 0,032 x 1,5 -LB EPS WALL PANEL
ALLOWABLE CLEAR SPAN CHARTS)
MAX. ULTIMATE
DESIGN MAX. ALLOWABLE SPAN (FT)
PRESSURE'
L/80 L/120
11.17 1 11.17
L/120
1200.
PSF)
96
P„e,_:58 PSF CORRESPONDS P„I,c:96 PSF and V_200 MPH, EXPOSUR, C,
ENCLOSED CONDITION, 1-1.0.
4' x 0.032 x 1.5 -LB EPS ROOF PANEL
ALLOWABLE CLEAR SPAN CHARTS)
MAX. ULTIMATE
DESIGN MAX. ALLOWABLE SPAN (r T)
PRESSURE'
L/80
1200.
L/120
1200.
0 O
PSF)
96
P,,,_x58 PSF CORRESPONDS P,,,=e96 PSF and Vw,_200 MPH, EXPOSURE C.
ENCLOSED CONDITION, 61.0.
SEAL JOINT WITH CONTINUOUS
BEAD DEGASEAL 2000 CAULKING
U U UU c
0000 000000 Za-
0000000000(
INTERLOCKING CROSS SECTION
BEAD DEGASEAL 2000
CAULKING /
SLOPE
V v ___
1 S0000000000w
000_0 0_0 d q'
4'x0.032'x1.5# EPS
METALS USA PANEL)
4' MAX WIDTH INTERLOCKING
PANEL 6/4"/FT MIN SLOPE)
EPS CORE 1 1/2LB
1) #8x3/4' SMS SCREW 2'
C.. CHANNEL- & 4' FROM PANEL EDGE
6063 7-6 ALLOY) AND @ 6' O.C. PER EACH
ROOF PANEL (TYP. T & B)
ELECTRIC WALL HEADER
6005 T-5 ALLOY)
4' PANEL - 12' CLEAR SPAN) —
SITE SPECIFIC
ENGINEER OF RECORD TO PROVIDE
FOR ROOF CONNECTION & SUPPORTING
STRUCTURE DETAILS.
8x3/4' SMS SCREWS
2' & 4' FROM BOTH ENDS
6' O.C. IN BETWEEN.
TYP. EACH SIDE)
14x5' S.M.S. W/ IWO
FENDER WASHER
AND NEOPRENE GASKET.
2' FROM EACH END
6' D.C. IN BETWEN.
8x3/4' SMS SCREWS
2' & 4' FROM BOTH ENDS
6' O.C. IN BETWEEN.
TYP. EACH SIDE)
OPTIONAL
GUTTER OR
DRIP CAP
00000 (
INCIDENTAL)
0-0 00-07
00
O000
O.H.
0 O
0 0 36' MAX IN, FRONT & 25%
00
OF PANEL WIDTH @ SIDES0012' MAX AT SIDES) W
00 z
O0 a
0 0CAULKING
000 v
EPS PANEL/ SPAN DETAIL
WOOD SUBSTRATE
2)-$'8"0xIj' OR 414x2'
LAG SCREWS 2' FROM
PANE -S ENDS & 11' O.C.
PER PANEL
CONCRETE OR CONC. BLOCK:
2)-Y4'x2Y4' ELCO
CRETE -FLEX SS4 OR EQUAL
2' FROM PANELS ENDS &
11' O.C. PER PANEL
1
3'x0.032'x1.54 EPS OR o
0 O
4'x0.032'x1.5# EPS
METALS USA PANEL)
00
0
O O BEAD DEGASEAL 2000
0 0CAULKING Liz
000
00
a
0 O BOTTOM TRACK
0(6063
0
T-6 ALLOY)
EPS PANEL/ SPAN DETAIL
WOOD SUBSTRATE
2)-$'8"0xIj' OR 414x2'
LAG SCREWS 2' FROM
PANE -S ENDS & 11' O.C.
PER PANEL
CONCRETE OR CONC. BLOCK:
2)-Y4'x2Y4' ELCO
CRETE -FLEX SS4 OR EQUAL
2' FROM PANELS ENDS &
11' O.C. PER PANEL
1
min Max Inspection Descrijgtion
Mechanical Rough ..
REQU IRED INSPECTION, SEQUENCE g
v.sa. w
Min
LECTitIC.}L f 21Vt,[T. e 4
Min Max Inspection Description
Gas Rough
Electric Underground
Gas Final
Footer / Slab Steel Bond
urvey Electric Rough'.
T.U.G:
wn Cell Pre -Power Final
Electric Final
min Max Inspection Descrijgtion
Mechanical Rough ..
Mechanical Final
v.sa. w
Min
M
Ins ection 9J'escri tion
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
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THIS INSTRUMENT PREPARED BY:
Name: KENT PRAGER
Address: 2938 STONEWALL PLACE
SANFORD, FLORIDA 32773
Permit Number:
1111111111111111111111111111111111111111
GRANT MALOYP SEI°IINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
L?1; 88611 F'a 4.76 (1F'a s )
CLERK'S A 2017015559
RECORDED 02/13/2017 134.=2k, :'j ti PI --I
RI': -CORDING FEES $10.011
RECORDED BY hdevi:)re
Parcel ID Number: 29-19-31-501-0000-0660
F
T:Se undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
f+wing information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
216 CABANA VIEW WAY SANFORD FLORIDA 32771
LOT 66 CELERY KEY PB64 PGS 85-96
2. GENERAL DESCRIPTION OF IMPROVEMENT:
PATIO COVER AND SCREEN CAGE
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: DAVID OR SANDRA DREIBELBIS 216 CABANA VIEW WAY SANFORD FLORIDA 32771
Interest in property: FEE SIMPLE
Fee Simple Title Holder (if other than owner listed above) Name: same
Address:
4. CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960
P -,P dress: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773
5. SURETY (If applicable, a copy of the payment bond is attached): Name:
Add
6. LENDER: Name: Phone Number:
Address:
Amount of Bond:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: KENT PRAGER Phone Number: 407-324-9960
Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773
8. In addition, Owner designates KENT PRAGER of PRAGER BUILDERS, INC
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 407-324-9960
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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.
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Signature of Owner or Lessee, or Owner's or Lessee's
Authorized Officer/Director/Partner/Manager)
DAVID OR SANDRA DREIBELBIS
Print Name and Provide Signatory's Title/Office) Q
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State of 6 (.1 County of C= Y./kw /-At 0 1
The fore o' instrument was a edged before me this tcs day of
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Who i rsonally kno to Ob / r! C, Ekiri .-. `
Name of person making statement - _._ = @
who has produced identification type of identification produced:
CC
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BRYAN DORION y
Notary Public State of Florida 2 Qac
Commission # FF 1813`19 CJ
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op My Comm. Expires Mar 27, 2019 o ture C> ;
F ° ;; Bonded through National Notary Assn.