HomeMy WebLinkAbout139 Wheatfield Cir; 17-1800; SCREENROOMe
Job Address: Address: 1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
ApplicationNo: 0-100 Documented
Construction Value: 670 Parcel
ID: ) 1 9 1 5 t e 0 p n (, I `7 Historic
District: Yes No Residential
Commercial Type
of Work: New Addition&T Alteration Repair Demo Change of Use Move Description
of Work: eX
I &-I.,r C_
of" pn Plan
Review Cifntact Person: rz c_. n/ -J V c;_pt a ." Title: Phone:
q 6 7 (hp 149 $7 Fax: q O-7 3.? 9 3 P 3 7 Email: Property
Owner Information QYf-'
Name ^
L'L_' el Phone: y O% 6.3 7 Street:
i 3 9 W [q ag, KJ (4Resident of property? : -e--S City, State
Zip: t 1C, 7 Contractor Information
Name / I
e{ NS C, Phone: t-r o 7 30 g 9 5 G Street: 09?
S n.,_e , vv 1 is Fax: H 0 3 D a City, State
Zip: 'Q4' r ejFa 7J3 State License No.: C_t3 G 0,6-3 D o7 Architect/Engineer
Information Name: W
Y" lh L>Y' 4S"./I i ) Phone:
Street: ®
1
V I e-t, 4 d Fax: City, St,
Zip: C)l t'-n 4 )C/ E-mail: Mortgage Lender:
Address: TO
RECORD
A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR TO YOUR
PROPERTY. A NOTICE OF COMMENCEMENT MUST BE SITE BEFORE
THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN ENDER OR
AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF b do
the work and installations as indicated. I certify that no work or installation has that all
work will be performed to meet standards of all laws regulating construction irate permit
must be secured for electrical work, plumbing, signs, wells, pools, litioners, etc.
lication and
the code in effect as of that date: 511 Edition (2014) Florida Building Code Permit Application
a
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 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.
r0 / 7
Signature of Owner/ ent Date
Agent's Name
Signature of Contractor/Agent Date
lee
Print Contractor/Agent's Nam
t tate of Date ---- ' o 'da Date
BRYAN DORION o:Pa p a,, BRYAN DORIONB'• ;+ o Notary Public - State of FloridaNotaryPublic -State of Florida N #' Commission # FF 18 i319pCommission # FF 181319
aPc i9?c P;, My Comm. Ex it9tPiF0roP,. My Co - 019 Bo a thr National of Assn. d throw h do 1 Notar A
Owner I _ e or Contractor g n is o Me or
Produced ID Type of ID Produced ID Type o
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 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: 12tj l UTILITIES: WASTE WATER:
ENGINEERING: 121ti BUILDING:
COMMENTS: Ok= p Co,(\Skyuc+ saver room on ejdl(o, x coveche4e,
SIa w4 acks s owh:
Revised: June 30, 2015 Permit Application
SCP,4-P.arc6f View: 32-19-31-518-0000-0170 http: //parcei detail. scpafl. org/Parce] Detaillnfo. aspx?PID=3219315180...
Property Record Card
tw cam Parcel: 32-19-31-518-0000-0170
Owner: ENGEN DANIEL J & JUDITH K
Property Address: 139 WHEATFIELD CIR SANFORD, FL 32771
Parcel Information
Parcel 0-0170
ner ENGEN DANIEL J JUDITH K
Property Address 139 WHEATFIELD CIR SANFORD, FL 32771
Mailing 139 WHEATFIELD CIR SANFORD, FL 32771
Subdivision Name CELERY LAKES PHASE 1A
S1-SANFORDistrict
DOR Us de 01- AMILY
Exemptions 00-HOMESTEAD(2014)
105
LO
r10
Legal Description
Value Summary
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 136,521 117,894
Depreciated EXFT Value 363 375
Land Value (Market) 30,000 23,000
Land Value Ag
Just/Market Value ** 166,884 141,269
Portability Adj
Save Our Homes Adj 39,233 16,244
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 127,651 125,025
Tax Amount without SOH: $2,018.00
2016 Tax Bill Amount $1,693.00
Tax Estimator
Save Our Homes Savings: $325.00
Does NOT INCLUDE Non Ad Valorem Assessments
PT
17
CELERY LAKES PHASE 1A
67 PGS 98 & 99
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund
Schools
City Sanford
SJWM Saint Johns Water Management
County Bonds
127,651
127,651
127,651
127,651
127,651
50,000
25,000
50,000
50,000
50,000
77,651
102,651
77,651
77,651
77,651
Sales
Description Date Book Page Amount Qualified VaGlmp
SPECIAL WARRANTY DEED
CERTIFICATE OF TITLE
SPECIAL WARRANTY DEED
7/1/2012
11/1/2011
5/1/2007
07843
07665
06688
1316
1959
0494
87,400 No
65,100 No
274,900 Yes
Improved
Improved
Improved
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LLOT 1 30,000.00 — 30,000
Building Information
Is Bed/Bath count incorrect? Click Here.
Description
Year Built
Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Re pl Value Appendages
1 of 2 6/6/2017 8:36 AM
THIS INSTRUMENT PREPARED BY:
Name: KENT PRAGER
Address: 2938 STONEWALL PLACE
SANFORD, FLORIDA 32773
NOTICE OF COMMENCEMENT
Permit Number:
Parcel ID Number: 32-19-31-518-0000-0170
GRAh•IT 11AL01'r SEI'III•IOLE COU141'Y
CLERK
7
OF C:1:FZCLJ1T COUF"T & COi1PTR0LL.ER
BK V72-' F'q 177,3 (INC".
CLERK'S v 2017057488
RECORDED CII;/09/2017 22"33:1. ° F-11
RECORDING FEE 0 $1.0.00
RECORDED BY . eck--.enre
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 17 CELERY LAKES PHASE 1A PB 67 PGS 98 & 99
139 WHEATFIELD CIR SANFORD FL 32771
2. GENERAL DESCRIPTION OF IMPROVEMENT:
SCREEN ROOM
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: DANIEL ENGEN 139 WHEATFIELD CIR SANFORD, FL 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
Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773
5. SURETY (If applicable, a copy of the payment bond is attached):
6. LENDER:
Address:
Phone Number:
Amount of Bond:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: 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.
wner or Lessee, or Owners or Lessee's
Officer/Director/Partner/Manager)
State of A(" I r14-
County of C7— Y 41
The foregoing instrument was acknowledged before me this day of
r,
by /Y'f/ L -t ^ /
Name of person making stateme
who has produced identification type of identification produced:
e "R,1PV i BRYAN DORION
Notary Public - State of Florida
s = Commission # FF 181319
3 s,' My Comm. Expires Mar 27, 2019
DANIEL ENGEN
Pr nt Name and Provide Signatorys Title/Office)
C"%
o ?R
20
0 o
0 oknownto
U, U— S + wp0U
Notary Signature
M6 LLA w
r
O
N
4tsp
REQUIRED INSPECTION SEQUENCE
I UILDING PERMIT
Min Max Ens1pection Descril2tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: xS?
ELECTRIC L FEYtMI T
min Max Ins action Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
i»,q , - ;q+YI .'..7Fc_ E. - .>}•
Min Max Ind ec ion Descn°i t1on
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min Maxi Hns ection Descri ti®n
Mechanical Rough
Mechanical Final
min I Max
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
12/2017 08:39 4073223039 P
RECORD COPY
PAGE 01105
SCREEN DESIGN
LU I
iiC Fr{{ IttZ i f
wo-A A:J'n1_1r q Ccr[uL
P Tye" exmeds 75 MPH)
Screen Room - Remove screenwhest wind speed
Wind
ppl SCree ge (Removable n — Designed to
l ScreenlGage
end anal
Non-Retnavabl Scree
REVIEWED P0R 066E COMPLIANCE
ar Poit PLAN E (AMINER
o Cover
ether: _•- / '
LV
Rdoereslcl dam:
ILDERS
INC pRAGERgSJG;
r]F1t;CdCt S.'Oi t1r.WALL PL Address•
City:
SANFORD G/
I- A
PERMIT ISSUED SHALL BE CONa T RUED1'Q BE A LICENSE
TO PROCCED WITH THE WORK ER
ORAND O ET S
AUTHORITY
TO VfOLATE, C,f ASIDEANYOFTHEPRoviSiONSOF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THEBUILDINGOFFICIALFROMTHEREAFTERREQUIRING
A ' TION OF ERRORS IN PLANS, CONSTRUCTION
OR(VIOLATIONS OF THIS OE 7jp
Cotle:327T3 Phone/
Fax:4 07' $3-9 5ILDERS OM39 No of copies mail:
INFO)@PRAGF pick UR led ` One:
Mail provide FedExaccaunt") Cj`
O se 1%lu n.com end P 00\
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ForFederoptongoitoemu. • Ch
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8>u ri F0r
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Prepared by 1 8 0 0 all
17- p.
I~ [P. - #47091 m
wi
06/12/2017 08:39 4073223039 19
SIGN
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A t s rl'-v ' ratoff
jjttin#ate bind Speed
Screenare Roof 0 'onat In
uiatwall- oc c CO v t it
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of
Gr rYie= avisardo PAGE A
02/
05
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9!EN A 55 D
General Notes & Design Standards
Screen Patio Room Enclosure)
The following are general design standards. More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Design Codes:
Florida Building Code 2014 (5 h 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
uN tuSDAiFr,
Structural Aluminum: /(
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.
All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails. Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction.
Wind Speed =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"
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole 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
IBM
yin
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
Max Beam
Span & Max
Column
Insulated Roof
Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span Span
3" Spans 13'-
2 X 3 6'-0" 2 X 3 8'-0" 6" 3" Spans 1S'-0"
6" Spans 20'-0"
2 X 4 814" 2 X 4 8'-0"
2 x 5 10'-0" 2 x 5 91_01P
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 P-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 tooter.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
96/12/2017 08:39 4073223039
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139 WHF A7Mr=LD CtRCLF- NOTES: CONCRETE DRIVEWAY MOLATES SANFORD,
FL 32771 FASMCNTALONG FRONT LOT UNE,
Florida Building Code Online
haps:.,'xv«,),v.floridabuilding.org/pripr_apl,
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FL2291-R9 Revision Four Seasons Building Products
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Validated By I Status
Troy Bishop, P.E. ' ApprovE
954) 947-0880
I of 2
6/9; 17. 1 :23 PM
91
EPS FOAM CORE ROOF PANELS - METAL SKIN
ATTACHMENT TO HOST SHALL
BE DESIGNED PER SITE
SPECIFIC ENGINEERING
EX [STING 0.024' OR 0.030"
HOST STRUCTURE ALUM OR 269a
ly BY OTHERS, TYP• -
MIN. 4' MA% WIDTH PER
STEEL TOP & BOTTOM
PANEL INTERLOCKING PANEL I FACINGS
DEPTH (114" PER FOOT MIN SLOPE)
a o o au o EPS CORE (1.0 PCF)
CLEAR SPAN (L) INSIDE TO INSIDE
ATTACHMENT TO HOST SHALL BE DESIGNED
PER SITE SPECIFIC ENGINEERING
1 ROOF PANEL SPAN DETAIL
1 N.T.S. VERT SECTION
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
ROOFS OVFR SCREEN WALLS AND PATIO COVERS:
ATTACHMENT TO HOST SHALL
BE DESIGNED PER SITE
SPECIFIC ENGINEERING
OPTIONAL
GUTTER
OR DRIP
CAP
OVERHANG
36" MAX O/H AT FRONT &
25% OF LAST PANEL
WIDTH AT SIDES (UP TO
12" MAX O/H AT SIDES)
L"ArW dab E>@o- a Liva Loa6W/ up" D46amallxmlD...1
Panala
0024' 0.030•
Nan S_ Alum SMn
I{BEPS 1-LBEPS
2OGASLeN $kin
1-LBEPS
0.021'17
Akm Skin
I.S.LB EPS
0.024' ANxri SkN
I-LBEPS
4' Parrots
0.03WAhrmSMn
11BEPS
38Da SIeNSkkl
i.LB EPS
0.024- AT- SW
14BEPS
6P V
0.03VAkxnSMn
11BEPS
28DaSteelBMn
1-LBEPS
110MPH B 1 9PSF 110 IT-111 118T-7' tg-0' 1- 1841- M45- 23'-0• ZT-0'
110 MPH C 10 PSF 120 15.2' 1 18'-0• IFAT 1T-11' 1 174' 1 2Z-Y 22-8 1 2Y,V 1 23'4r
110 MPH 0 1 13 PSF 120 14'.1' 1 18'-1• 17.4- 144' lfl'-C 1 IT-1 1* 1 is-6' 21'-1' 1 2Z-2' 1 23'-T
120 MPH B I II PSF 120 14.11" 1 1T4' 1B'6• 15'-7' V`v 19•-1' 1 21'-10' 2Z5' I 2T.T 274P
120 MPH C 12 PSF 120 14'41' 1 18'E' 17.7- 14•-ta IV -IT tg-Y 27Y 2114• 22'4' 23'-0'
120 MPH 0 15 PSF 120 13'4' 1 1T-5• 16'-6• 13'-11. IV.T 17'-V IT-2' 19'.12' 211-0• 23'-0'
130 MPH B 12 PSF 120 14'.2' 1 1W-5- t7'fi' 14'IT IS-9- 1d'-1- ZffmW tl'J• 2T4• 23'-0-
130MPH C 14 PSF 120 1]'4i' Is-1V48. W-11 IS-1r 177 lw6 to-2" 21'J' 23'-M
130 MPH D 17 PSF 120 IT-7' 1 14'-r 15.41 1]'-2' If-11• 18'-1' 1" Ir. 01 IV -IT 2r-S
140 MPH B 14 PSF 120 1314, 1 1V41 IVmW 144-1' 1&4' 17'-Y 17-71 201J' 214' 2T'T
14OMPH c 17 PSF 120 IT-9' I IV-V 15-P 13'4- 15-1• 1e'J- 17'11- IV-11 2a.1' 2Z-V
150 MPH D 10 PSF 120 11'-1- 1III-
1ZS 15'4' 1SJ• 1T-12' 18'-11• 20'-ta
150 MPH B is PSF 120 13'-2' 1SJ' I14.5'.- 18U' 1J'-9' IV-]' 15'-]' 16'-10' 1B'-10' tgd' to-D' 231-0'
ISO MPH C 19 PSF IN ITJ' 14'-2' 14-11" 1Y-9' W4' 154, IVAI' lr4' I"- 21'L
156MPH D 13 PSF 111 1IZ_
13'4' 1514, 13'g 1Y-7• 14'2• 15 '4- 1 '- - T 1 IV-2' tg-0'
158 MPH B 11PSF INI20 1T-e• 1441' 16'2' 1J'J' 16'-0' ifi'-Y 1T-9' IV-12' tg-fY 22'-r
156 MPH C 21 PSF 120 1V-11• 13'-10• 14'4' 12'-S' 14'.1' 15'-r 16'-31 IT-10' 18'-IP 2a-r
156 MPH D 25 PSF 120 11'-2- IZ-Ir I]'-0' 11'J' 13'-r 14'4' 14'-V 1S4' 17.4'
160 MPH B 18 PSF 120 1Z4' 14.4' ts'-Y 1741' 14'4' WAD' Ir-r t 7' 1". 2I--IT
160 MPH C 22PSF In 11'-V 13'.r 13'-lr 12'-]' IX-11• 14Ar IS'-f0• 1T.7• lr' 2a-l' M. 180 MPH D 16 PSF IN 1a-12' 1Y-9' 11'.8' 11'4• IT- 14'.1' M'S- 15-12- l7'J' 1g-3•
165 MPH B 19 PSF I20 12-I• 14'A' 11'-Y 1Z-v if-50 I5'.7" 15•-9• ivJ 1g-Y 21•-T
I" MPH C t3 PSF 120 11•L• 13.4- 13'.7' I2•-0' 13'-r 14J- 154' 1T-1• 18'-2' IV-6'
165 MPH C tB PSF t20 to-9' IY8 124- 11'-3• Ir-r ix.V 1l'-11• 1S40 W.9' 17'-V'
170 MPH B 20 PSF 120 It'-13' IT-1 1* IV-5. lx4 14'.2' 15'4- 1g IT-12• it -I t" 20'-V
t10 MPH C 21 PSF 120 11'J• 13'-1• 13'-r 11'-V 114' 14•.5- 11-11- V-I' 1T-0' 1B'-ir
170MPH D 29 PSF 120 fa-r 12'-Y i1'-11' 11'-1' 1Y4" 13'41' 13-71 ITA 16'41 17.3'
C O PSF• 11'.2- 11'-11' IY_T 124, tY-0' 12'-0' 1T-0' 12'-0' 12, 12'-0•
I70MPH C 30PSF' 120 10'S1 11'11' 11"T fa-11' 12'4' 4- 134- 14'-r W-I I' 18-11-
C 30 PSF' 180 9'-1' 1a-r 11'-3' gL' to-10' 1T 13'41' 1"- 16'-91
C O PSF• 80 11'-2' 11'-11' 1f'-9' 1Z-a 1Y-0' fY-0' IT-0' 1T-0' lr-0' 1T-0"
176 MPH C 30 PSF• 130 10'S' 11'-I1' 11.9 la -It' 1Z4' 13.4- IX4 14'-9• Is'-11- 16'-11-
MPH t C 3D PSI' te0 Fr to.r 1T-3• 9.4- to w IIA' I 154- 13'41• 14•.V 15-9'
D 3S 0• 1Z-0' 2'3' 12'2'
1T-
0 12-01 iT4'
3P 11' 1J 11T-05D '-016-9115MPH 1D
F1. 9'1' la-6 11Y g4' 1a 044• 14.4' 15-6' SEAL
JOINT WITH CONTINUOUS
CAULKINGOROPTIONAL FAN SEALINGTAPEBEAM
W
iz1
PANEL INTERLOCK 1 /
N.T.S. VERT SECTION TABLE
NOTES: 1.
CALCULATIONS BASED ON FBC SECTION 2002.4, SOLID SURFACE
VERTICAL LOADS, RISK CATEGORY I, 10 PSF MIN LOAD.
EXP'B' PRESSURES VALID UP TO 30' MRH. EXP'C' PRESSURES
DERIVED USING FACTOR OF 0.86 & EXP 'D' PRESSURE
DERIVED USING FACTOR OF 0.89 PER FBC TABLE 165
P WIND PRESSURE VALUES FOR 156MPH OLATI &'D' 165MPHEXP'C &'D' 08TAINED USING INTERPOLATION PER ASCE
7.10 METHODOLOGY. 2.
DEFLECTION LIMIT= L/120, 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). 5. (
k) 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 > IT-0- DESIGN
NOTES ALLOWABLE
DESIGN PRESSURES UTILIZED IN THIS
DOCUMENT HAVE BEEN CALCULATED PER THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE &
ASCE 7-10 USING ALLOWABLE STRESS DESIGN
METHODOLOGY WITH THE CRITERIA AS OUTLINED
HEREIN. GENERAL
NOTES Q.
ALL FASTENERS TO BE Y8 OR GREATER SAE GRADE 5 NC., &
ANY APPLICABLE FEDERAL, STATE, ODES.
ANCHORSNOTED HEREIN SHALL BE ON-
CRAKCED CONCRETE ONLY. INSTALL NCHORS
PER MANUFACTURE'S DNS.
ACTORIS RESPONSIBLE TO INSULATE ALL DISSIMILAR
MATERIALS TO PREVENT SEAL
AFFD(ED HERE TO VALIDATES SIGN
AS SHOWN ONLY. USE OF THIS BY
CONTRACTOR, et. al. INDEMNIFIES & S
THIS ENGINEER FOR ALLCOST & 14, ALTERATIONS,
ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT
ARE N07 PERMITTED AND INVALIDATE THIS CERTIFICATION.
15. PANEL
STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST
REPORTS ((EPORT NO, 50332-A, 50410-A,
50410-B, 50410- 50410-D, 50410-E, 50410-F, 50410-G,
50410-H, 50410-I, BY TERRAPIN TESTING, INC.). V o
uit, DF
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7,
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17-
4060 1 I
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
100FS OVER ENCLOSED SUNROOM ADDITIONS:
3' PaneH 1'
s A- S-lAk— Skh
P-18 6' P—
Sk
1,
t ••
Expo- Live Loaf 0a a^ O.ON' 0.03a' 269a Steel 0.024'(') 0.024- 0.030• 2Bpa Sleet 0.024' 0.030' 28pa
Q\'};yy,'," IWd Speed wn BM I1pN1 L4n8 Nun Skln +m 5-
la BKFPS 1 Sl0- 1 LB FPS 11.L9 US 1-LB US 1--L1B E S : 1N-LB E S I-L8 EPA _,
CD
1 1
Ll...) KL P.E.
1JBGPC 1.IBFPC
IN MPH C 40 PSF 1S0 94" 94' to-7 8'-9 9-1t" 1a-0' 11.6' 17-8' 13•-r 14'-T 0
160 MPH C dO PSF 240F77&.10. 94" T-11' 6•-12" 9S 11'-1' 1V-{' 11'-11'• ta-11'
Q
180MPH D B PSF 120 9.5' 94" 74' 9-10" la-7' la-r 111-9' 176' 3S c O
160MPH D 48 PSF 180 9-1' 94" e'-r 93' 9-fY 1a-7- 11'-9 12.4- 13'-5' d
N
160MPH D 48 PSF 240 a•3' 9-9 T3- 9-Y 9-1' 10-5' lvS 11•-r 13'-1" UE 0
i
185 MPH B 35 PSF 120 tl'-1' ta-11' 1aS 11'-r 17-5 17-5' 13'-9 14'-11" 151-9 Z Q u W
165 MPH B 35 PSF INla-1' to-9 9-1' tad' 11'-1' 17-5' 13•-1' 13'-9 15•-9 25 ZQ o
165 MPH B 35 P5F 240 9-2• 9S S•3' 94' 1a-1• 11'.7' 11'-t9• 176' 14'S J U Z :
a N
Z .i
185 MPH C 42 PSF 120 1a-1' 9-11' 9-9 taS 11'3' 11'3' ITS 13S 14'i' w g ^ w0 ry
I85 MPH C 12 SF 180 96' 9-11' e'6' 9-0" taS' 11'S 17-a' 17-11" 1{'4' Co < O
165MPH C 42 PSF 240 S'-r 9-7' T-9 9-la' 9S 10•-1a' il'-1' 11'S 1a6' O N
y, n I
IN MPH D 51 PSF 120 9-T• 9-2' 9S 9-2' 9S 10-3• 193' 17'4' 17J' 17-12' Z
185MPH D 51 PSF 180 TS 8'-11- 9-0' T-12' 9-1' 9-9 to.3- 1I4" 17-12
O165MPHD51PSF2406•-11' 8•-/' 9-r T3' 9-3' 9-11' 1a-2' 1a-S 17-9'
i70 MPH 8 37 PSF 120 9-9 fa-P la-r 19-r 11'-r 17-1' 17-0' 134' 15.3' i Q
170 MPH B 37 PSF 1S0 8'S 9.11- 1aS 8'-11- 1a-1" 1a-Il' 17-0' 17.7 IF-
T170MPH
Q
B 37 PSF 240 T-9 S'-1r 9-r 8'-1• 9-2' 9-11• 114' 11'-rLJI14•-3'
170 MPHt C 45 PSF 80 9-r 9-9 9S 1a-1' to-r to-11' 10-41" 17-
r170MPHC45PSF1209-Y 9-9- 9S 9-T la-Y 1a-11' 10'-11" 17-7 IT 11"Q170MPHtC45PSF1809-0' 93' 9•S 64' 96- 10-3' 1a-i1" 11'-ir 1a-11' LL-
170 MPHt D 54 PSF SO' 9d" S•-1a 9.9 9-Y 93' 9-11' 9.11" 11•-0' 11•-11" 17-0' 555170MPHD54PSF12064" 8•.19• 8'-9 8'-12' 93" 9-11' 9.11- 11'-0" 11'-11" 17-r
I70MPHt D 54 PSF ISO TS 8•-0• 9-9• T-10' 9-11' 8-r 9-Ir IV-T 11'-10" 17-r
170 MPH D 54 PSF 240 6.10, T-it' 8'-S' T-1' 9-l" 9-9 9'-11• la3' to-9' 17S
175 MPH B 39 PSF 120 9-r 10-5' tad' 17-01 to -it" 11'-9 11•-0' 17-tY 14•-0• 14'-1a
175 MPH 8 39 PSF ISO 94" 9.9' 104' 8'-9 9-11- IOW 1PS 17-r 13•-T 14'-1a•
1TSMPH B 39 PSF 240 T-r 8•.10' 9-5" T-11' 9-0' 9-9 11'-i' 11'-S 11'•17 13-12"
175 MPHT C dIPSF SO S•-11' 96" 94- 9,10, 9-I1• low io-08" 11'-10" 17-0' 17-0'
175 MPH C 47 PSF 120 8•-11' 96' 94' 9S 9-11' Ia-0' 1a-W 11'-la 12'-9 13.6'
175 MPHt C 47 PSF ISO 7AT 9'-1' 914" 6'-Y 9d' 1a-a 1tl6' I1•-9" 17-5- IY-W
175 MPH C d7 PSF 260 T-7' 6'J' S'-ta' TS 8'-5' 8-1' 19-5' to-0' 11'-T' 13'-1'
f 75MPHt D 57 PSF 80 S'-1" 8•-r 8'4" 8•-11' S'-12' 9-0' 9-0' 1a-9 11'-r 17-0' wI
9s I rb I 9-Ir
fie Ra
YppSi
17.4060
5
2
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address C) t /"- —
4cc",- d
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging
Sliding
Sectional
Roll Up
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
dune 2014
Category/ Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels t- b ti S
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
lone 2014
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SCREEN DESIGNYXINSULATEDEDFASCIA IS 011" L IS H 910 2" INTO ' T6ALUMINUMROOFWITH #10 " 6" FROM ENDS 24'" O.C. &FTO 3T INSULATED ROOF WITH 910 1" PER SIDE
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH #10 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
3X2 FRONT WALL TOP PLATE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.
KICK PLATE IS ATTACHED TO STRUCTURE
WITH #10 1" 6" FROM ENDS 18" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 910 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
1X2 IS ATTACHED TO FRONT WALL
WITH #10 2" 6" FROM ENDS 24" O.C.
INSULATED ROOF IS ATTACHED TO
LUNIINUM STRUCTURE WITH #10 4"
FROM ENDS 24" O.C.
3X2 SIDE WALL TOP PLATE
1X2 IS ATTACHED TO WOOD STRUCTURE
WITH #10 2" 6" FROM ENDS 24" O.C.
3X2 SIDE WALL UPRIGHTS
CHAIR RAIL IS ATTACHED TO UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO
WITHEITHER: UPRIGHT W/ (2) #10 1" & INTO CONCRETE
BLIND SCREWED WITH (3) #10 3" OR, W/ 2-1/4" X 1/4" TAPCON
CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR 2X2 CHAIR RAI
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH: 1X2 IS ATTACHED TO CONCRETE
BLIND SCREWED WITH (3) #10 2" OR, WITH 2-1/4" X 1/4" TAPCONS
CAPRI CLIPPED WITH (4) #10 1" PER CLIP & (5" X 1/4" IF THRUPAVERS)
BLIND CLIPPED WITH (4) #10 1" PER CLIP i 1 6" FROM ENDS 24" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
SUITE A6
@Q YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED 1N ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE: 407-734-1470
OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND 0 ANDO, FL 32811
SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101:4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY P.E. # 47509
FAX: 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
P.E.
CA#3 093 Q
ALUMINUM SCREEN DESIGN
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
3" C CHANNEL IS ATTACHED TO WOOD STRUCTURE WITH #10 2" INTO STUDS
T`T A X -T-O At? / ! D_ TC% 7?I TT TOY T1 A TT TTl1/l17' \T/TTTT /L\ J11 n 111 nin 01 EXTRUDED
FASCIA IS ATTACHED TO 3"
INSULATED ROOF WITH #10 1" 6" FROM
ENDS 24" O.C. 3X3
POSTS ARE ATTACHED TO
3X2 & 2X6 BEAMS 2 3/8" X 3 1/2" CARRIAGE
BOLTS TYP. 3X3
POST IS ATTACHED TO BRACKET
WITH 1 3/8" X 3 1/
2" CARRIAGE BOLTS BRACKET
FROM 3X3 IS ATTACHED TO
CONCRETE WITH 2 1/4" X 2" TAPCONS
TYP. ALUMINUMSCREENDESIGN.
COM DESIGN STATEMENT MICHAEL THOMPSON METAL
IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE
A6 @YAHOO.
COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE:
407-734-1470 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 B, RISK CATEGORY II. E, . # 47509 FAX:
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,
1'RAGER RLJ1LUERS=
SJSII Nryw„t xuitne • Swnfortl,,'1-.1.'f7'i
irlt•It4etuu: (4U-1) .IIA.99641 41071 422•aU39
Mose ('.ct•liUedt N(. Hl-0534147
wax N. ogroonspro-cont
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uei,css-__-1 a' I Fsi i
fi Ai t'
GA Bt-i.-,ys•"•',,t-
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rRAUE COLOR
PORCHO\'ERHANG:
HOL'SF.0.1-1.: SOFFIT?
PEAF::
FAN BEA'IIS-
SLAB SIZE:
EXISTING SLAB: C
ELECTRICAL:
GATE CODE:
MATERIAL AND WORKAIALNSHIP GL4IRANTEED FOR 2 YEARS.
C'onu-dcror expressly resenes all contractors, mechanics and material
man s hen which may be asserted under any provisions of the law to
Secure patznent of the contract price and may assert and fix the same as alienupontherealpropertyonwhichinstallationismade.
Purchaser agrees to supply electrical power at job site.
r
Email:
NOTES:
WG ha the forgoing
as statedrjftmP--
trk,"i -f -ve—
Zow
www.sunroompro.comoompro.com
NOTE: 1) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A INFIALS
COMMON OCCURRENCE.
2) SPRINKLER SYSTEM MUST BE RELOCATED BY CUSTOMER.
3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF
HOMEOWNER.
4) FLOOR MAY REQUIRE LEVELING FOR TILE INSTALLATION.
5) OWNER IS RESPONSIBLE FOR ANY REINSPECTION
a e*r-
FEES
DUE TO INACCESSIBILITY OR MISSING PERMIT.
6) HOMEOWNER IS RESPONSIBLE FOR HOA OR ARC APPROVAL.
7) ALL WORK AREAS MUST BE FREE OF DEBRIS AND
FURNITURE. n`
e Sty
v(/V e,
and accept the same on the terms and conditions printed on the reverse s
Purchaser."
Date I
imator: Rw! J
Terms: 4h
h Check. 3% Convenience Fee for Credit Card transactions. Two full years labor anti matrri ' I m, ,
C.
PRICE
13AL UL F
45 7