HomeMy WebLinkAbout1919 Palmetto AveCITY OF SANFORD
ING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ' Documented Construction Value: $_
Job Address: 1 ! t E ?QlYnfl0 4V& - Sa7v1 c` L W/Historic District Parcel
ID: 36 — /,1 - 3/0 - 5'// 0k00 C jD Zoning: Description
of Work: A C-W Scycteh Qec'm (41-wi. Raw) 17 ZOo1-
0c Yes
No XZN '
00&6- Eki6P, Plan
Review Contact Person: Ma cac V,4143 Title: PEV"0711 Man Phone:
gO:'233'43178 04- W16 Fax: 401- ^ t3'• J/29 E-mail: W1 rC S avi a us•y v.Y lhyfl.Cpr/1 II /
Property
Owner Information Name
dw-a o /<U 9.1 Phone: 40 7- 3 Z 4 ,S'OS 3 Street:
19 I, pa i w F 4 0 vE Resident of property? City,
State Zip: a hf'°r. r--L Contractor
Information Name
US A l wni olt-oYn SFryrc(&S ovlp Street:
ups Forr e Fvr *_w City,
State Zip: 01,11a t'o ` rG 3 7S39 Phone: q04 -
2.3 7- ,3 % Z8 Fax: 0;
t- -2 q State License
No.: C Q C 13 7AI }'4 r Architect/
Engineer
Information Name: 7//
U,,,,, S Ayck;l_ dVr* 4 LLC Phone: 72 s7z - I ZO?- Street: q11)
31A 3irc-Et Al•, Sal .F G Fax: 7_z7_5,t2_ — ly3/ City, St,
Zip: 5t Pe 6rsbve r2 33?/y E-mail• de rc f&yri. Gov, Bonding Company:
Address: Mortgage
Lender:
Address: Ir
PERMIT
INFORMATION
Building Permit
Square Footage: (
aConstruction Type: No. of Stories: / No. of Dwelling
Units: Flood Zone: X CS-e- oay zLa) Electrical / Plumbing New Service —
No. of
AMPS: New Construction - No. of Fixtures: Mechanical 13 (Duct layout
reVi ed for new systems) Fire Sprinkler/Alarm heads:
T i
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.
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.
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
FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:
In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from
other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance
of permit is verification that I will notify the owner of the property of the requirements of Florida Lien
Law, FS 713. The
City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to
calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan
review fee based on past permit activity levels. Should calculated charges exceed the documented construction
value when the executed contract is submitted, credit will be applied to your permit fees when the permit
is released. 12 //
6 J10 Signature
of bw(er/Agent Date eLgrf
i , j(v A,J Print
Owner/Agent's Name of
Date LYNZIE
RYDER MY
COMMISSION'#-DD925475 EXPIRES
September 15, 2013 4071396-
0153 Flonoarwtaryaervn:a•'' Owner/
Agent is Personally Known to Me or Produced
ID_ Type of ID DL APPROVALS:
ZONING: UTILITIES: ENGINEER.
y I FIRE:
COMMENTS:
Sign
at.6r-eofContra Agent Date i
o Z)4 i la Print
Contractor/)*ent's Name Signature
6N a -State of rida Date rP
YNZIE RYDER z
MY COMMISSION 11,11D9254 75 EXPIRES
September 15, 2013 N',,
F
otarySew".com Con '
Ss.
ersonally
Known to Me or Produced
ID Type of ID WASTE
WATER: BUILDING:
Rev
11.08
City of Sanford
Planning pandDevelopment ServicesX87,-117—Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: 14 c- COS n . .roc Q Firm: S Ar („ A %.A w el`v'eel
Address: S5Z87 / Celv P Kw
City: State: Zip Code: 3 •z83q
Phone: L/o7.23y-3 i'z6 x7oiFax: yob• 2.37.3t2gEmail:..vAr• Property
Address: Property
Owner: cd Parcel
identification Number: -Sc. I Q • -50 S I I 01c00 M9 tD Phone
Number: 407. 3 z4- S"OS3 Email The
reason for the flood plain determination is: New
structure Existing Structure (pre-2007 FIRM adoption) Expansion/
Addition Existing Structure (post 2007 FIRM adoption) Pre
2007 FIRM adoption = finished floor elevation 12" above BFE Post
2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OF'
FICIAL USE ONLY `x Flood
Zone: X Base Flood Elevation: j,L Datum: FIRM
Panel Number: I-Lo 2q,4 O0-7o Map Date: q -'Z8 -CD 7 The
referenced Flood Insurance, Rate Map indicates the following: The
parcel is in the: floodplain floodway A
portion of the parcel is in the: floodplain floodway The
parcel is not in the: Ioodplain floodway The
structure is in the: floodplain floodway The
structure is not in the: odplain floodway If,
the subject property is determined to be flood zone 'A', the best available information used to determine
the base flood elevation is: I -
5H -4 ci r e Reviewe
Date: TAEngr-
Files0evation Certificate\Flood Zone Determination Request Form.doc A.-.-
Permit Number u;U
Parcel Identification Number 36 19 — 3C 3 ll _0/<Cb — io
Prepared by; (J-S r'I .v v m C V U C S P
Return to: 28 j--cite T—CL)
Cv t dej rl `3 ?S 3`
NOTICE OF COMMENCEMENT
State of Florida
County of @amWe 5c
M
The undersigned hereby gives notice that improvement(s) 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.
iyk .a MORSf, . CLERK OF CIRCUIT COURT
IINOLE COUNTY
07505' Fg 0528I (1 pg )
ERK" S
ORDED 01/03/2011 1114204t AN
ORDING FEES 10.0
ORDED RY T Saith
1. Descri ton of property (le al description of the property, and street address if available)
Lc( o t- S / c j/,CD Al K l/f4 CG Y E.V1 adol
2. Ge eral description o improv ent(s)E.icl'Sl9 /1 R7 c ,C(-_s,,,,
U hi
3. Owner information
Name & Address '/.'- "%%%/.t*' j"tiv' }'- 3 r7
Telephone & Fax Numberf i
Interest in Property:
4. Fee Simple Title Holder (if other than owner shown above)
Name& Address
Telephone & Fax Number
5. Contractor
Name & Address A
Telephone & Fax NumberC
6. Surety (if any)
Name & Address
Telephone & Fax
Amount of bond
7. Lender (if any)
Name & Address
Telephone & Fax ivuiiiuCi
i vtm y-U (__c%Yip %Y(,c Foc.ly p`-c cz
8. Persons within the State of Florida designated by Owner upon whom notices or otherdocuments may be served as provided
by 713.13(1)(a)7, Florida Statutes. Name &
Address Telephone&
Fax Number 9.
In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.
13(1)(b), Florida Statutes. Name &
Address Telephone &
Fax Number 10.
Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different
date is specified): WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE
OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, . PART
1, SECTION 713.13, FLORIDA STATUTES, AND, CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING
CONS - YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORD
N YOU NOTCE OF COMMENCEMENT. ature ofbwnd
or Owner's Authorized Officer/Director/Partner/Manager A-P—ntNameSworn to (
or affirmed) and subscribed before me this 161 day of 20 by as (
type of authority, e.g. officer, trustee, attorney in
fact), for (name of party on behalf of whom instrument was executed. personally
known to me producedas identification. Signature of Notary ,
Name (print) CHRIS
SAUL, MY
COMMISSION # DD941060
EXPIRES November 18,
2013 L Verification pursuant
to
Section 92:525, Florida Statutes. Under pena and that the
facts stated in it are true to the best of my knowledge ani 23-20 (7/
07) Signature ur I declare
that I have read the foregoing Signing (in une
i; i i
Seminole County Property Appra -, Get Information by Parcel Number Page 1 of 2
FAIRCLEL QUAIL
DAVID.JOHHSON,CFA, ASA
PROPERTY
RISER
SEMIN 4 COUNTY FL
1101 E. FlRcST
eANForiO ,cL32771-1466
407-61=75be
VALUE SUMMARY
2011 2010
VALUES
Working Certified
Value Method Cost/Market Cost/MarketGENERAL
Parcel Id: 36-19-30-511-01<00-0090 Number of Buildings 1 1
Depreciated Bldg Value 58,565 62,735Owner: KUHN EDWARD J JR &
Own/Addr: CULPEPPER MARION F Depreciated EXFT Value 1,883 1,883
Mailing Address: 1919 S PALMETTO AVE Land Value (Market) 15,134 15,134
City,State,ZipCode: SANFORD FL 32771 Land Value Ag 0 0
Property Address: 1919 PALMETTO AVE SANFORD 32771 Just/Market Value 75,582 79,752
Subdivision Name: GARNERS ADD TO MARKHAM PARK HEIGHTS
Portablity Adj 0 0
Tax District: S1-SANFORD
Save Our Homes Adj 10,225 16,113
Exemptions: 00-HOMESTEAD (1999)
Amendment 1 Adj 0 0
Dor: 01-SINGLE FAMILY
Assessed Value (SOH) 65,357 63,639
Tax Estimator
Portability Calculator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 65,357 40,357 25,000
Amendment 1 adjustment is not applicable to school assessment) Schools 65,357 25,000 40,357
City Sanford 65,357 40,357 25,000
SJWM(Saint Johns Water Management) 65,357 40,357 25,000
County Bonds 1 65,357 40,357 25,000
Potential Portability Amount is $10,225
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES 2010 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified Tax Amount (without SOH): 793
WARRANTY DEED 08/1998 03490 1416 $72,000 Improved Yes 2010 Tax Bill Amount: 609
WARRANTY DEED 06/1993 02606 1852 $67,700 Improved Yes Save_.O.ur Homes (SOH) Savings_ 184
WARRANTY DEED 06/1983 01465 0516 $49,900 Improved No 2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSFindComparable. Sales within this Subdivision
LEGAL DESCRIPTION
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick...
FRONT FOOT & DEPTH 59 118 .000 285.00 $15,134 LEG LOT 9 + S 1/2 OF VACD ALLEY ON N BILK K N H
GARNERS ADD TO MARKHAM PARK HEIGHTS PB 1 PG 81
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building. 1 SINGLE FAMILY 1934 6 936 1,286 1,286 SIDING AVG $58,565 85,185
Sketch
Appendage /Sgft BASE /180
Appendage /Sgft BASE /170
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM CARPORT NO FLOOR 1979 180 288 $720
http://www. scpafl.org/web/re_web.seminole_county_title?parcel=3 619305110K000090&... 12/20/2010
POWER OF ATTORNEY
Date: 1 2 2 9 (o
I hereby name and appoint ( r-co
Of V S Alwnfou.,n 5(-rVl C CS Co to be my lawful attorney
In fact to act for me and apply to the ) f CS c V) rcy
Building Department for a SC r(-C-11 ooVr, permit
For work to be performed at1a allocation described as:
Section Township (/ Range 30 Lot Block
Subdivision
Ec)wdird k u% n Fc/4 Af - Sd7o4aPr1—FL 3ZF2Z
Owner of Property and Address)
and to sign my name and do all things, necessary to this appointment.
Type or Print Name of4egister or_geai-f tactor and Contractor's License Number
Signature of Register or Certified Contractor
The foregoing instrument was acknowledged before me this -X day of C CFW-4 of 2010
By le
Who is .personally known to me/who produced
As identification and who did not take oath.
State of Florida
County of (
Seal
Notary P lic, range dunty, Florida
LW E RYDER
DD925475
N• t:
7,•;;F,,Y;:^' EXPif?t<:a September 15, 2013
407) 3 8-0?53 Fioridallotaryservico.com
2/12/2008
U.S. grl mlir:-_j SeTVICes C®rp. _.
A CONTRACT
5528 Force Four Pkvvy, Orlando, FL 32839 - 407.237.3128 Fax: 407.237.3129 State Certified Contractor CRC1329177
WWW.US-ALUMINUM.COM
Boca Raton, FL 33498 Palm Coast, FL 32137 Clermont, FL 34711 Tampa, FL 33605
Phone:561.892.1644 Phone:386,868.4187 Phone:352.366.4699 Phone:813.600.5327
Customer:
Address:-
i.cse, ` v 5Z7 7/
E-mail:
Home #:
Work #:
Mobile #: _
Subdivision: iGate Code: Fax #:
Screen Enclosure
ll
Poo Enclosure
creen Room
un Room
Car Porch
Porch/Lanai
Rescreen/Repair
Insulated Fj i 4" 6"
Fan Beam Q _f _
Pan Roof
Skylights QTY
Shingles Color-
3 tab Architectural
Pergola/Lattice Shade
8" 1, 16' 24" 36"
Smoo Woodgrain
Insulated KP - 2" 3"
Patio Scrapper Qty_
Pet Door Qty_
SM MD LG XL
4" Concrete Slab Sqft _
Concre Overlay Slab Sgft
Footer 8 8"x12" Lnft _
Acrylic Finis color
2" Deco Drai nft
Tx3' Door Pad Qty
Other
Thick Pavers Sqft_
n Pavers Sqft
Tra nine Sqft_
Size I
Coping
Color
tyle :_ j'DQOr's i t 1.Gutter ` f _
y=.•ram e'
Bronze 18 x 14 Single Door Qry Super Gutter 5" Lnft
Super Gutter 7" Lnft
Dome Style Mansard Style
0 Sun Screen I _-Custorn Door Qty—
6 Seamless Gutter - 7" Lnft
U A - Frame tl!Sl 5tudio
Existing Deck: Concrete Pavers
Tear Down,&tOW Sqft Type: rJ K
Grass Removal Sqft
Concrete Removal Sqft
Special Instructions
Apply HOA OYES J60
It is the customer's responsibility to obtain
HOA approval prior to start of work.
Allow 2-3 weeks to start work
Payment is due in full at the time of completion of iNork or upon passing the building department's final inspection. A finance charge of 1 1/2% per month
shall be applied to all accounts not paid in full within 10 days of due date. All material will remain the property of US Aluminum Services until payment is
received in full. Right of Access and Removal is grunted to US Aluminum Services in the event of nonpayment per the terms of this contract. The customer
agrees to pay all interest and any costs incurred in the collection of this debt including reasonable attorney fees. If the customer refuses to allow US Aluminum
Services to begin_work or complete work.alr_eady__bEgun, or to accept materials_ contracted _for,_customer.agrees to. -pay -liquidated -damages -of -a -sum -equal -to --
33 1/3% of entire contract price plus cost of materials and labor already furnished or in progress.
ulJ
Pet Screen Key Lock Tasman
FL Glass Full View
Pt se check one:
wall Attachment
Super Screen Sliding Glass - ,5: & x 6-8"
Other Garage Door 4-track size_
Height -from bottom of door:
Std.39-3/4" Pool 55"
To Soffit Attachment
46W 460166 Fr
O.H. Size
Angle Fascia
I i
I
1 I
l I
I
i
H
i
U E{ i I
i i s.._I
I
I i L
I I
R -
4
LIE
iWallPeakRoofx —
SHOW LOCATION ONROOF'ILAYOUT FOR SKYLIGHTS FAN BEAMS'AND DOORS
I acknowledge that I have read and understand this contract to include items listed on the back of this contract and agree to its terms.
i
Buyer Seller - US Aluminum Services
Print Name) (Subject to approval by Seller)
Date _ Date D l
i
Owner/Buyer Representative'"
OwnerlBuyer Approved By: i"i rC S r''ll
Total Contract 7;/,0
pDepp000sitt
yry" eLP% U o0
C.O.D (Before Install)
Upon Completion
of Installation kroo
Permit Fee
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713:001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE
MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TOI ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY iF YOUR CONTRACTOR OR A SUBCONTRACTOR
FAILS TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR
PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN
ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES
THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE
ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS
PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY,
2007 by US ALUMINUM SERVICES, CORP.
PLAT OF SURVEY
for
EDIJARD J. KUH,eOJaf . ND PF on F. CULPE!PPER
Lot 9 + S 1/2 of Vacated Alley on N Block K, N H GARNERS AD0,1TIDN TO M.ARKHAM PARK
HEIGHTS, according to the plat thereof recorded in Plat Book I , Pane B1, of the
Public Records of Seminole County, Florida.
4
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I S v L ra
g
PLAN REVIEW
13 14
1(0
4b y
a 61- OOESANFORD • 13UILBING CITYcI I VICEc c
DE'
LOPE EIT 20 ry Sr. PLANNING0
a
APPROVED
LQL'LJ7 Oit/ s,(ETCy v N DATE —
3
Ct` s
fi
b
I,
y
o• CEurERLIN6 ,. VACATED
ALLeY 4• C.L.F. 4 —
w 418.
0 0• c. 25.
49' rn. c' cARpoc2T
N. LIA11E'LOT 23.
03• M
10
f
1
Vy'. FRAME PLASTIC
5-4 Q 10'
lo' 3,24 i 00up
II
CISoberF.
4'
C.L.F. zo
SURVEY
NOTES: 1)
The street address of the above described property is 191 9 Palmetto Ave. 2)
The above described property lies in a Floor' Zone X. SURVEYOR'
S CERTIFICATE This
is to certify that I have made a Survey of the above described property and that the plat hereon delineated is
an accurate representation of the same. I further certify that thisi Survey meets the minimum Technical Standards
set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS:
CERTIFIED CORRECT TO: KITNER
SURVEYING, I C, EDUARD J. KUHN, JR. AND R.
BLAIR KITNER - P.L.S. NO. 3382 mARION
R. CULPEPPER FIRST
UNION MORTGAGE Post
Office Box 823, Sanford, Fl. 32772-08,23 KAMPF
TITLE AND GUARANTY CORPORATI ' 407)
322-2000 CHICAGO
TITLE INSURANCE CO. PROJECT
NO: 98 - 43Z SURVEY DATE: Z6 ./UGU57 1998
w E
Suncoast Architecture & Engineering, LLC471 1 34th Street N., Suite G°
St.' Petersburg, FL 3371°4
Tel# 727-522-72017 '
Fax #727-522-1471
1 -
Applicable Code and Design Element Summary Sheet
December 27, 2010 j tta
F
City of.Sanford Building Department s>. E
300 N. Park Ave."
Sanford, FL 32774 i
Re: Project Name: Kuhn Residence
Project Address: 1919 Palmetto Avenue, Sanford, -FL 32774
Project Scope. Screen Room Enclosure
Contractor: US Aluminum Services Corp
1
To: Plan Review:
Applicable Codes, Regulations, and Standards i
1. The2 specifically h Structural ` 007 Florida Building Code with 2009 Supplements, spec cal y Chapter 16 Structura Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
z' i • F
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A and 1-B of the Aluminum Design j
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition
3. ASCE -7-05.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category 1.
2. Basic Wind Speed; Table 1609 State of Florida Debris Region & Basic Wind Speed, Pa a'
1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: 110 mph. t
Exposure Category, Paragraph 1609.4.3: B ,
3. Building Category for Aluminum Structures, Paragraph 2002.6:, Building Category I.
Foundation Design
Actual Sidewall Span 24'-0"
Footing Size Foundation design not included. No addition footing or foundation is required b.v thel .
construction of the proposed screen enclosure if minimum 4" slab and 8" x 8" footing is provided
Upright Sizing
Front Wall,. iL
Member Size: 2 x 5 SMB Selected. t A
Side Wall ' : %V`
Member Size: 2 x 5 SMB Selected
FL #AA26001769 s
Jil
FL CA #28841
Project Name: Kuhn Residence
Project Address: 1919 Palmetto Avenue, Sanford, FL 32771
Beam Sizing
Connection Style: Rigid Light (_X_), Rigid Medium (_), Rigid Heavy ( )
Member Size: 2 x 7 SMB Selected
Roof Panel
Roof Panel: 3"x 48110.025" Insulated Composite Roof Panel.
Girt Sizing
Front Wall
Member Size: 2 x 2 Selected
Side Wall
Member Size: 2 x 2 Selected
Eave Rail Sizing
Front Wall
Member Size: 2 x 2'with I x 2 Selected
Side Wall
Member Size: 2 x 2 with I x 2 Selected
Roof Type
1, Roof Type: Monoslope
Applicable Details Attached:
1. Upright Concrete Detail: B102-10
2. Purlin or Girt to Beam or Post Detail: C101-10
3. Upright to Beam Detail: D108-10.
4. Roof Panel Connection to Host Structure Detail: D103-10
5. Top Rail Connection to Upright Detail: D305-10
Specifications
The following specifications are applicable to this project:
Where concrete specifications are required, whether in the screen enclosure scope or not, by one
or more regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates — Large Aggregate'/4" max — ASTM C 33
iii. Air entraining +/- 1 % - ASTM C 260
iv. Water reducing agent — ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars — ASTM A615, grade 60
ii. Welded wire fabric — ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water adde
batching is not permitted.
FL #AA26001769
FL CA #28841 2
Project Name: Kuhn Residence
Project Address: 1919 Palmetto Avenue, Sanford, FL 32771
d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice,
Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with
the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
2. Aluminum extrusions shall be 6005 T5 Alloy and bear the die mark of Ashe Industries. Due to
quality control issues, no manufacturer substitution is acceptable without the specific written,
signed and sealed authorization of Suncoast Architecture & Engineering, LLC.
3. Fasteners are required to be SAE Grade 2 or better zinc plated.
4. All Self Mating Beam Sections are to be stitched with # 12 screws 3" from ends and 12" center to
center.
5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of
0.024 inches.
6. Screened enclosures containing swimming pools shall comply with the applicable requirements
of FBC R4101.1, 7 Residential Swimming' Barrier requirements.
Please notify us at your earliest convenience if you have any questions or need additional information.
Sincerely,
Tony K. AIA
FL RegisJheungVationV AR 01618
FL #AA26001769
FL CA #28841 3
Sumoast Architecture & Engineering, LLC471.1 34th Street N.,
l
St.'Petersburg; FL 3
Tel# 727-522-72d;
Fax #727-522-147
Dimensions of Aluminum Members
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.044"
2 x 3: 2" x 3" x 0.050"
3 x2: 3"x2"x0.045"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.040"
1 x3: 1"x2"x0.045"
TILT SECTIONS
2 x 3 Tilt: 2" x 3" x 0.045"
2 x 4 Tilt: 2" x 4" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2"x3"x0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100".
2x5 SMB: 2" x 5" x 0.050" x 0.100"
2x6SMB: 2" x 6" x 0.050" x 0. 120"
2x7SMB: 2" x 7" x 0.057" x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2x9SMB: 2" x 9" x 0.072" x 0. 124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
FL #AA26001769
FL CA #28841 GN-1
3" INSUL:
HOST
STRUCTURE
D103-10
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2X2 2X2
2X2 C101-10
B102-10
H107-10
EXPOSURE B
1.10
MPH WIND ZONE I PROJECT
ADDRESS: SUNCOAST ARCHITECTURE & KUHN RESIDENCE
ENGINEERING _ 1919 PALMETTO
AVENUE 4711 34TH STREET NORTH SUITE G SANFORD, FL
32771 ST.PURGFL.
33714 I TEL: (727)27) 522-7207 FLORIDA LICENSES:
AA26001769 & CA #28841 COPYRIGHT :PAGE
NOT TO
BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING 1 .
SCREENED ENCLOSURES
8" x 2" x 2 X UPRIGHT
SIZE - 2" BREAK FORMED
5032 H-32 ANGLE
SELF -MATING OF SNAP
SECTION - TYP
MIN 3 %2" SLAB 2500 PSI
CONIC w/ FIBERMESH
1" x 2" O.B. BASE PLATE - TYP
1 y,- MIN CONIC
ANCHOR EMBEOMENi
MIN 5d MIN EDGE DISTANCE FROM
EXTERIOR OF COLUMN TO
a OUTSIDE EDGE OF SLAB
SIDE VIEW
1) 1/2" CAP SCREW w/ NYLOCK
JAM NUT- IN LIEU OF NYLOCK JAM
NUT, JAM NUT w/ THREADLOCKER
MAY BE USED
V x 4" LDT
1" x 2" BASE PLATE ANCHORED TO
CONC w/ 1/4" X 1 1/2" QUIKSET 6"
MAX EACH SIDE OF POST AND 24"
O.C. MAX
I
ALTERNATIVELY - IN PLACE OF
a ANCHORS, NOVOBOND 900-090
4 . ADHESIVE MAY BE USED - APPLY
a
d 6" 3/8" WIDE BEAD TO OUTSIDE EDGE
d - NO BEAD WITHIN 6" OF UPRIGHT.
24" C/C LEAVEW 1" GAP FOR
FRONT VIEW DRAINAGE - MAX VERTICAL GAP.=
1/4", CONCRETE MUST BE CLEAN
AND UNSEALED OR ACID ETCHED
PRIOR TO APPLICATION OF
ADHESIVE
2" x 4" OR LARGER SELF -MATING SECTION UPRIGHT TO DECK DETAILS
SCALE: 3" = 1'-0"
SUNCOAST ARCHITECTURE &
ENGINEERING
4711 34TH.STREET NORTH, SUITE G
ST.PETERSBURG,FL33714
TEL: (727) 522-7207 FAX: (727) 522-1471
FLORIDA LICENSES: AA26001769 & CA #28841
PAGE
ICOPYRIGHT2010
B-102-10
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING _
SCREENED ENCLOSURES
2 Y2" x Ys" x (GIRT WID-
BACKING
I SNAP OR SELF -MATING
KICK PLATE NC
1. 0.024 ALUM
2. SCREW ALL CORNERS
3. 100 B - 120 B WIND ZONES
USE #8 X 5/8" SMS 12" C/C
4. 120 C - 140 B WIND ZONES
USE #8 X 5/8" SMS 8" C/C
5. 140 C - 150 B WIND ZONES
USE #8 X 5/8" SMS 6" C/C
6. SCREW GIRT, BOTTOM RAIL
BOTH SIDES
7. MAX KICK PLATE HT = 36"
4)#10 x 1 Y2" SMS INTO SCREW
BOSSES
SNAP OR SELF -MATING BEAM
ONLY
PURLIN OR GIRT TO SMB POST DETAIL
SCALE: 3" = 1'-0"
SUNCOAST ARCHITECTURE &
ENGINEERING
4711 34TH STREET .NORTH. SUITE G
ST. PETERSBURG, FL 33714
TEL: (727) 522-7207 FAX: (727) 522-1471
FLORIDA LICENSES: AA26001769 3 CA 928841 `
PAGE
COPYRIGHT 2010 4 ^ n IC- nIUI-IU
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING
SCREENED ENCLOSURES
FLASHING TO EXTEND " UP
EXISTING WALL
CAULK BETWEEN
FLASHING AND STUCCO
2) 3/8" x 3 1/2" LAG BOLTS
AT EA STUD
0.090"" 5032-H32
PAN TO FASCIA
CONNECTOR
10 X Y4" SMS 6" C/C AT
TOP AND BOTTOM
PANEL DEPTH
TRIM
EXISTING STUCCO OVER
FRAME WALL
XP (RIGID) ROOF PANEL CONNECTION TO STUCCO ON FRAME WALL
SCALE: 3" = 1'-0"
SUNCOAST ARCHITECTURE &
ENGINEERING
4711 34TH STREET NORTH, SUITE G
ST. PETERSBURG, FL 33714
TEL: (727) 522-7207 FAX: (727) 522-1471
FLORIDA LICENSES: AA26001769 & CA #28841
COPYRIGHT 2010
PAGE
D-10s-? 0.
NOT TO BE REPRODUCED IN WHOLE -OR -IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING
SCREENED ENCLOSURES
SELF -MATING 7" BEAM - NOTCH FOR SLOPED BEAMS,
FOR UPRIGHT MAINTAIN 5/8" SCREW SPACING
FROM EDGE OF BEAM
062" INTERNAL BACKING PLATE
TO COVER ALL SCREWS
2" x 2" GIRT SECTION -ATTACHED TO
BEAM w/ (4) 1 %2" SMS
1" x 2" OPEN BACK GIRT SECTION
ATTACHED THRU UPRIGHT TO BEAM w/(2)
10x1%2"SMS &TO GIRT w/#10X1 %2"
SMS 24" C/C
5/8" TYP
6) #14 x 5/8" SMS EA SIDE
5/8" TYP @EDGE
1" 1" 5" (MIN) UPRIGHT
VARI S
RIGID LIGHT CONNECTION - #14 SMS - ALL WIND ZONES - 7" BEAM
SCALE: 3" = 1'-0"
SUNCOAST ARCHITECTURE &
ENGINEERING
4711 34TH STREET NORTH, SUITE G
ST. PETERSBURG, FL 337W
TEL: (727) 522-7207 FAX: (727) 522-1471 _
FLORIDA LICENSES: AA26001769 & CA #28841
PAGF
COPYRIGHT 2010 D-1,Q$y10
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING
SCREENED ENCLOSURES
CONNECTION DETAILS
ON SEPARATE SHEET
X2TOP
ANGLE REQUIRE
SPLICED OR
ATTACH w/ (4) 4
2X _
SEE[
UPR
3 X 2 TOP RAIL wi
4) #10 X 4" SMS
INTO POST
2X2X.3LG
X 1/a" ANGLE
3 X 2 TOP RAIL wj
4) #10 X 4" SMS
INTO POST
2X2X3LG
X %e" ANGLE
4) #10 X 3/4" (4) #10 X 3/4"
SMS INTO SMS INTOI
SCREW BOSSES SCREW BOSSES
2) INTO TOP RAIL (2) INTO TOP RAIL
2) INTO POST (2) INTO POST
CONNECTION AT CORNER CONNECTION AT SPLICE
I
X 2 TOP RAIL CONNECTION TO 2 X UPRIGHT
SUNCOAST ARCHITECTURE &
ENGINEERING
4711 34TH STREET NORTH, SUITE G
ST PETERSBURG, FL 33714
TEL: (727) 522-7207 FAX (727) 522-1471
FLORIDA LICENSES: AA26001159&CA%28841
COPYRIGHT 2010 PACE
1 2 !?
i
NOT TO BE REPP,000CED !N ',',HOLE OR IN PART'P/1THOUT THE 41JR!TTEN PERMISSION OF SUNCOAST ARCHITECTURE At<D E:dGIN_ ERhvG ii
lorida Building Code Online Page 1 of 2
5'y
1 3y 7
i ''Y 4MmM
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roduct Approval
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prgduct Ap rpvl.l Menu > ProduSt,or_&pl;li_0.1i_on S_h > NID ication liwt > Application Detail
Application Type
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R Application Status
Comments
d7 Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida (License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL5500-R2
Revision
2007
Approved
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
954)949-3200
bpeacock@elitealuminum.com
Frank Bennardo
frank@engexp.com
Dan Cooke
1801 NW 64th Street
Ft. Lauderdale, FL 33309
954)491-3700
elitealum@aol.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Frank L. Bennardo, P.E.
PE-0046549
CI Professional Services
12/31/2011
Jorge A. Pomerantz, P.E.
Validation Checklist - Hardcopy Received
FL5500 R2 COI Cert_Inde.p.,pdf
Referenced Standard and Year (of Standard) Standard
ASTM E72
Year
2005
Equivalence of Product Standards
Certified By Flori Ja Licensed Professional Engineer or Architect
F,L5_. 00_RZ_E,guiv_Egi al_5td ..pelf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2g7jKEqbCB... 11 /24/2010
EPS FOAM CORE ROOF PANELS
ALUMINUM / ALUMINUM SKIN
MAXIMUM ALLOWABLE CLEAR SPAN TABLES
3' Panels 4' Panels 6' Panels
0.024 O'032' 0.024" Live Load Deflection 0.024' 0.032 0.032'
Nor Lin Limit Alum SWn Alum Skin Alum Skin AIUm Sldn Alum Sldn Alum Sidn
14b EPS 14h EPS 1 I6 EPS tab EPS 1-ib EPS 14b EPS
O.ps L1120._. 14'-0"-.. 16'-3" 19-0'.,__ 19'-w 232- 23-9"
12 psf L 11 20 13'-r 15'-3" 1T-tr' 17'-11' 21 9' 2T-5
14 psf L! 120 17-T 14'-r 17-I 17'4)' 211"
16 psf L 1120 11''12' 13'-10" 1174' 16'r 19'-1T 2aA'
1B psf LIIn 11'-W 13'•4" 15'-0' 16-0' 19'-0" 19'-T
20 psf L/120 11'-2' 17-10" lZ iS-1' 194" is'
24 Psi L1120 101-61 IZA" 14'4* 14'-3' 1T-3" 1T-5"
28 psf L1120 V-11" 111-6' 13*-5' 13'-0` 16'•5" 1C-7
32 Psi L 1120 91-W 11'-0' 724P tr-T 15'-5" 15'-1"
30PSV LI(MI80) 9'-7' 9'•10" tt'-T 11'S 14'-0` 14'-5'
32 psf' LI(80.180) T-3" 9'-T 11•i"
34 psf' LI(8D,180) 9'-T 9-5' 11'-1`
r INDICATES ROWS FOR USE ONLY WITHIN THE HIGH
DEFLECTTION MIT CONSDERED FOR USE HVHZ AJ
VELOCITY
LUfAND
180FORSPA0FORNS > 12' O . ALL
0OUTSIDEETHLO EHVHZ. DEFLECTION LIMITS ARE ACCEPTABLE FOR USE SEAL
JOINT CONTINUOUS
CAULKING
to =—
z
O
o00000 °°OOQoo°n°o CROSS
SECTION AT TYPICAL
PANEL INTERLOCK TABLE
USE INSTRUCTIONS 1)
CHOOSE TYPE OF ENCLOSURETO BE COVERED (OPEN, SCREENED
WALLS, OR FULLY ENCLOSED). 2)
VERIFY APPROPRIATE DESIGN LOAD WITH GOVERNING MUNICIPALITY
AND. BUILDING CODES IN EFFECT FOR THE PROJECT LOCATION
USING 2007 FLORIDA BUILDING CODE. SEPARATE ENGINEERING
MAY B REQUIRED FOR DESIGN LOADS. 3)
FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR
APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE
DENSITY SELECTED. EPS
ROOF PANEL SPAN DETAIL: 0,
024" OR 0.032' ALUM 4' MAX WIDTH PER INTERLOCKING PANEL TOP &
BOTTOM FACINGS (1/4" PER FOOT MIN SLOPE) SPAN (
L) INSIDE TO INSIDE MAXIMUM
ALLOWABLE CLEAR SPAN TABLES Panels
4" Panels 6" Panels Live
Load MW4" 0.03r 0.024" 0.032" 0.024' 0.03r Nor
Upliftlum SWn Alum SWn Alum Skin Alum Skin Alum Sidn Alum SWn 4b
EPS 1-lb EPS 14b EPS tdb EPS 14b EPS146 EPS E,Ina-
W 12. 14'-T 14'-6" I7.8' 1 T-2` 16
pst..1
B,_
9„.._ 11:.3. _.179-0i"17
10'-
3" 11'-10" 13'.12" 13'•11" 1W-11'G..
psfINA. 17-0' 12-e20psf
9'-9" IV-3" 1TJ• 3-2B'-
10" 10'-3" 17.0' 11'-ir 14'•7" 14'-1r 71180
9'-2" 1a-T 12-5 12-5" 1W-l' 15'-w 24
psf LI240 814, 9'-7" 11'A• 11'•3" 1T•9' 14'-1' 28
psf L1240 TAX" 9'-r 1a-9" 1a-9" 13'-0" v_w L1,
80 8'-6" 9'-10" 11'-T 11'-0" W-W 14'•5' 30
psf L1240 7'-9" 8'-11" ttl-0" 10'-0' 12.9' IT-l' L
1180 8'-4 9'-7" 11'd' 13'•9' 14'-1" 32
psi L1240 7'-T V-9• 1a-3' I ttl-3" 17-w 17.10' L /
180 8'-2. 9'5" 117-1- 11'-1' 1T-5' 13'-1(' 34
ps( L / 240 T-5" 8'•7. 1V-1' 10'-1' 17-Y 12-7' LI1BO
7-11" 9'-2"_ 10'A" ttl-9' 13'•1" 13'V 37 psf
L 1240 T-2" 14" 9-10• 91-9' 11'-11" 12-2" L/180
T-9" ta41" i01•6' 17-9' 13'-1' 40 psf
L 1240 7'4r 8'-1" 9'-T W41" 11'-T 11'-1 t" 180 T-
6, 8'-B" 10'-2" 10'-T 12'1- 44 psfL
L 1240B'-10' T-10" 9' w 9-T 11'-r L l
180 T-3" 8'-5- tl-11" 9-10` 11'-12" 17-V 48 psf
L1240 a,.. 7'-r 81•tr 81-1P 10'-11• 11'r L/1B0
7'-1" 8'•r 9-7' Fr 52 psf
LI240 8'-5' 7'-5' Ir4r V.T 10-4- 10--11" L / 180
6'-11' T-12" 9'-E' 9'4" l l'•S 1 I'-w 5fi psf
L 1240 6'J" 7'-3" 8-E 8'4r 194' 19-81 L/-180
6'-9" 7-10" 9'-r 9'2' 41'-2' tt'-0" fi0 psf
LI240 8'-2' T.J. I W-V B'4• 1 IVA" lay" DEFLECTION NOTES
1) USE
LA20 FOR A MEMBERS SUPPORTING ROOFS OVER AN OPEN OR
SCREEN -WALLED ROOM (NON-HVHZ ONLY, SEE NOTE BELOW TABLE
FOR USE WITHIN HVHZ). 2) USE
11180 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON -PLASTERED
CEILING OVER AN ENCLOSED ROOM (HVHZ OR NON-HVHZ).
3) USE
L1240 FORA MEMBERS SUPPORTING ROOFS WITH A PLASTERED CEILING
OVER AN ENCLOSED ROOM, PER 2004 FBC TABLE 1604.
3 (HVHZ OR NON-HVHZ). PANEL DEPTH
OPTIONALGUTTER
ORDIUPCAPOVERHANG-t
REFER TO
ADDITIONAL ENGINEERING SHEETS 36" MAX O/H AT FRONT & 25% FOR LOADS, ROOF CONNECTIONS, &SUPPORTING OF LAST PANEL WIDTH AT SIDES STRUCTURE DETAILS (BY OTHERS). THIS SHEET Up TO 12" MAX O/H AT SIDES) CERTIFIES ALLOWABLEROOFSPANSONLY. GENERAL NOTES
I. THIS
SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OFTHE 2007 FLORIDA BUILDING
CODE FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (
HVHZ). 2. ROOF
PANELS ARE VALID FOR USE IN OUTDOOR PATIO CONSTRUCTION- ONLY.
3. LARGE &
SMALL MISSILE IMPACT RESISTANCE HAS NOT BEEN DEMONSTRATED OR
EVALUATED. 4. COMPOSITE
ROOF PANELS COMPLY WITH CHAPTER 7 SECTION 719, CHAPTER 8
SECTION 803, CLASS A INTERIOR FINISH, AND CHAPTER 26 SECTION 2603
OF THE F.B.C. 2004. S. CONTRACTOR
SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE
AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS
STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING.
6. NO
33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN
OF THIS SYSTEM. 7. THE
CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS
ON. ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS
WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS ADDITIONAL
ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A
PROFESSIONAL ENGINEER. 8. EPS
CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-
1-1154 ALUMINUM FACINGS. EXPANDED POLYSTYRENE FOAM SHALL HAVE
TYPICAL DENSITY OF 1.0 PCF AND SHALL BE MANUFACTURED BY DYPLAST
PRODUCTS, LLC PER MIAMI-DADE NOA #07-1107.08 (OR CURRENT VERSION
OF THIS NOA). THE EPS FOAM SHALL BE ADHERED TO THE FACINGS
SPECIALTY) ALUMINUM
FABRICATIONSHALLOGRIPBE INACCORDAANCEDHESIVE WITH(
APPROVED
ASHLAND FABRICATION
METHODS
BY MANUFACTURER FOR ALL PANELS. 9. ENGINEER'
S SEAL AFFIXED HERETO VALIDATES DESIGN OF SPAN CHART VALUES
AS SHOWN ONLY. USE OF THIS SPECIFICATION BY ELITE, et al.
INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS AND DAMAGES
INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, AND CONSTRUCTION PRACTICES BEYOND
THAT WHICH IS CALLED FOR BY LOCAL, STATE, AND FEDERAL CODES
AND FROM DEVIATIONS OF THIS DETAIL 10. EXCEPT
AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED. OTHER CONSIDERATIONS:
1) FRONT
OVERHANG MAY BE UP TO 3'-V WITH VALUES ABOVE. MAXIMUM UNSUPPORTED
SIDE OVERHANG IS 25% OF LAST PANEL WIDTH i.e.
12" MAX FOR 48" PANEL WIDTH). 2) ROOF
PITCH SHALL BE 1/4' PER FOOT MIN, 3" PER FOOT MAX. 3) SEPARATE '
SITE -SPECIFIC' SEALED ENGINEERING SHALL BE REQUIRED IN
ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPANS CONTAINED HEREIN.
LINEAR INTERPOLATION OF THE TABLE IS NOT PERMITTED. CONTACT
THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS
MAY BE REQUIRED. 4) DESIGN
PRESSURES SHALL BE CALCULATED BY A LICENSED PROFESSIONAL ENGINEER.
TABLE VALUE
DERIVATIONS: PANEL PROPERTIES:
1) PANEL
STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos.
HETI-05-1985,-05-1987,-05-1988,-05-1989,-05-1990, 05-1991,-
05-1992,-05-1993,-05-1994,-05-1995,-05-1996,-05-1997, 06.2066,-
06-2067,-06-2068,-06-2069,-06-2070, -06-2071,-06-2072, 06.2073, &-
06-2074 BY HURRICANE ENGINEERING &TESTING, Inc 2) PANEL
DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY
LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 4 c '
a
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