HomeMy WebLinkAbout618 Sarita St; 17-2094; SUNROOMCITY OF SANFORD
JULBUILDING & FIRE PREVENTION
J1 2017 `l PERMIT APPLICATION Application
No: l Documented
Construction Value: $ Job
Address: ( k ak-,i -n ) Historic District: Yes No, Parcel
ID: Residential Commercial Type
of Work: New Addition g Alteration Repair Demo Change of Use Move Descri
tion of Work: Lt 1 2r X 2-5— (M IM I Y U—,lA Y'!
rtAe X i qt4WPlan
Review ntact erson: Title: d
Phone: { •%
p
1
7 Fax: y 0' 73d a Email• s^nlr Cl.c S roperty
Owner Information Name
t V% h' t.INS Phone: b 7 31) Street:
Resident of property? City,
State Zip: J
e,,,,, [}
3 7 Contractor
Information Name
4
i
1
1
t •Y-1 C— Phone: Lt a_ 7 Sc-' 4 9 1-11 6 L Street:
1 Fax: J D City,
State Zip: State License No.: c,ig G-Cg s77K o 07 Architect/
Engineer Information Name:
L'v=+ '^ V -- --! =1 I b Phone: Street:
I / Fax: City,
St, Zip: 0 ,, L- 4 :i' E-mail: Bonding
Company: Mortgage Lender: Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, 19 furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application I ` 1
I
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 erxtities 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: ertify that all of the foregoing information is accurate and that all work will
be done i compliance wit Il applicable laws regulating construction and zoning.
I 1 17
ignatureofowner gent Date / Signature Contractor/A ent Date
MlH
Print Owner/Agent' Print C o+fA Na e
7-d -_ 7
Si e o a Date ignature acy-Sta Flo a Date
Ry p • BRYAN DORION ......
Notary Public- State of Florida =o"aY°`e BRYAN QORION
y , 4: Notary Public• State of FloridaCommission # FF 181319 ? • + - Commission # FF 181319MyComm. Expires Mar 27, 2019 N9F D, My m rOwnerAgflt; BonAr"Ayo%{e f". e or Contractor/Ag ;Qs' S , IIR iakmn e or
3 inn J dir a anal Notary Assn. Produce d' Produce dfi
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
k4
APPROVALS: ZONING: —1 - UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 'A- I P- Q
Ok to construct 12' x 25' (300 S.F.) sunroom as shown on plan. Meets open space requirements, rear
yard setback and does not exceed the existing non -conforming side yard setback.
Revised: June 30, 2015 Permit Application
SCPA Parcel View: 01-20-30-504-0900-0170 http://parceldetai1.scpafl.org/Parcel Detaillnfo.aspx?PI D=O 120305040...
Property Record Card
r
AMERrcel:
01-20-30-504-0900-0170
VPr
Owner: MATTHEWS MINDY
secc avrv,ri mx
Property Address: 618 SARITA ST SANFORD, FL 32773-5037
Parcel Information Value Summary
Parcel 01-20-30-504-0900-0170
ner MATTHEWS MINDY
Property A ss RD, FL 32773-5037
Mailing 618 SARITA ST SANFORD, FL 32773-5037
Subdivision Name DREAMWOLD
Tax Detrict 1 S1-SANFORD
DOR Use Code 0 - LY--
Exemptions 00-HOMESTEAD(1994)
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 65,282 58,611
Depreciated EXFT Value 6,546 6,546
Land Value (Market) 12,000 12,000
Land Value Ag
Just/Market Value *• 83,828 77,157
Portability Adj
Save Our Homes Adj 14,071 8,835
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 69,757 68,322
Tax Amount without SOH: $733.00
t b - 2016 Tax Bill Amount $640.00
Tax Estimator
Save Our Homes Savings: $93.00
Does NOT INCLUDE Non Ad Valorem Assessments
Seminole County GIS
Legal Description
LOT 17 BLK 9
DREAMWOLD
PB3PG90
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 69,757 44,757 , 25,000
Schools 69,757 25,000 44,757
City Sanford 69,757 44,757 25,000
SJWM(Saint Johns Water Management) 69,757 44,757 ? 25,000
County Bonds 69,757 44,757 25,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 12/1/1990 02251 1953 72,000 Yes Improved
WARRANTY DEED 11/1/1987 01909 0522 70,500 Yes Improved
WARRANTY DEED 1/1/1977 01 118 0141 3,500 No Vacant
omparable Sales
I
Method Frontage Depth Units Units Price Land Value
LOT 0.00 0.00 : 1 $12,000.00 $12,000
Building Information
is Bed/Bath count incorrect? Click Here.
Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesDescription
Year Built
Actual/Effective
c
1 of 2 6/27/2017 4:09 PM
REQUIRED INSPECTION SEQUENCE
lRpg I -I - 204 -A
BUILDING ]PERMIT
Min Max Inspection Description
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: Pd l R QkP—,,-ra
IELECT.RICAL ]P.ERMIT
Min Mays HnnS ection Descri tionn
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
71l ny}+ j
t
Minn Marc Ins ection Descri tionn
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL;PERMI I
Min Mays Inspection Descri tionn
Mechanical Rough
Mechanical Final
Min Mays
Gas Unde
Gas Roug
Gas Final
ED)
REVISED: June 2014
Page 1 of 1
Permit Number: O a O 3 a 5 y o 9 0 a 0170 GRANT MALOYr SEMINOLE COUNTY
Folio/Parcel Identification Nursber: CLERY, OF CIRCUIT COURT & COMPTROLLER
Prepared by: ) pY. g944 Fs 1913s (iF35) CLE4,'S t 2017066895
Return to: v_.r I I l /
RECORDED 06/30/2017 03c17.' FM
a938 RECORDED
FEES f1i}.tlU
RECORDED BY tsmith
NOTICE OF COMMENCEM T
State of Florida, County of Orange '? 1 (L q L o +--) `7
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 t roperty (legal description of theDropetly, and Street address if available)
2. General description of i ovent - 420 .
190, N4A, l t z..ema cam- e o 3. her.
Information 6r e see WpirmaLtkoh if the Lessee contracted for the improvement Interest in
Propert. . Name and
address of fee simple titleholder (if different from Owner listed above) Name Address
4.
Contractor
1 Name rr} "V 1 "'"'' -4 '" ', Tjplep4one Number 5. Surety (
if applicable, a copy of t payment bond is attached) Name Telephone
Num Address Amount
of Bond 6. Lender
Telephone N
7. Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served
as provided by §713.13(1)(a)7, Florida Statutes. Name Telephone
Number Address S.
In
addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as
grovlde I to §?513(1)(b), Florida Statutes. Name IL2/ -}- `
I vN, I _ I TeleDtxQne Number 9. Expiration
t% 6f notice of coltnllencefnent (the expiration date may n be before the completion of construction and
final paymentlo4hepontractor, but will be 1 year from the date of recording unless a different date
is specified) ®_p, [_3_ 1 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. perjury, I
declareit)taad the foregoing notice of commencement and that the are trlq
to thtf bk tno edge and belief. Sihefture of
Owner or L Sseey6r OwRr'3m6n6ssee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office rrhe foregoing
instrument was acknowledged before me thiSCday'A )Y1.by T monthlyearname
of pe o as for
Ty u
rity, e.., , rustee, alto in fact Name f art on behalf of ment was executed b2.1
OA1 ublic - State
tea" or sta nam f Notary Public r°, ¢, NotaryPuIr- State:offtfridaCommission # FF 19ersonallyKnownORProducedID `=:My Comm.
Expires M2019cedBonded through National Assn. Form Revised: September
26, 2011 Book8944/Page1908 CFN#
2017066895 Page 1 of 1 http://officialrecordsbv.seminoleclerk.
org/BrowserView/ 7/24/2017
07/07/2017 07: 59 4073223039
RECORD COW PAGE 01/06
d
JUL I i Zav
am .10L. Rift
an a NALUMINUM SCREEN DESIGN
Pi n Types:
Asr_ al-7 _27
PooA Scnaen/Cage (Removable Screen - Remove sawn whw wind speed exceeds 75 MPH)
Pf%A1 SCreWCage (Non -Removable Scan — Designed to v4stand adual Wind Spe4
rupon REVIEWED FOR CODE COMPLIANCE
atio Cover I$F
Xher PLANS EXAMINER
i DATE
Troject Addrm:
Tontractor ' Name: PRAGER BUILDERS INC SANFORD BUILDIN DIVISION
Address: 2938 STONEWALL PL A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTAST4:11WNFORD AUTHORITY TO VIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALZipCode:32M CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERPhone1Fa :4a 383- 1 q073 _3p3g REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODEEMail_ INFOrC PRAGERSUILDERS.COM
ChdoSe One: mauFl Pick Up Fed Ee°`Q _ _ No of Copies
For FedEX option got to wvvw_aluminUMSaBendesiarLCom and provide FedEx accoun, #}
Tayrnent: check[] CMLdi# Card Q
For CreM Gard option go to vvww.a>r - - to „ay by credit rani)
ENinea`IN p Wand by:
07/07/2017 07:59 4073223039 P PAGE 02/06
ALUMINUM SCREEN DESIGN
jw%jLAi.-r:;rurr. & Consl. uc!ion Engineering
Uftimate Wind Speed (mph): Z 10 Exposed Category: C Risk Category:
Sc
Insulated " Pan Roof
Fascia Wall: BlockO Conventional Q
Uprights z Top Plate x , Kick Plate
Pool Screen/Cage:
FlDoane GableLl Mansard
Guttero Wall: Block Conventional (1
Beams x U0911% x Purfin -x
Car Port
Insulated
I~asciaQ
Beams x
Pang
Wall: Black Ej Conventional M
Past x
Patio Cover.
Insufa#e [] Pan[]
I~asciar] Wall: Block[] Conventional]
Beams x Past x
9;ing• [dew: 4" Slab Pier'dfUADvn F ios r x PaVerSET
AS DA rn i n, u m. & C o r. s i u c, on ' n ('I Ie I e'. n
9 1 N
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 (5t' Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -140 MPH (FBC Table 2002.4) (40 psj)
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
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.
All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails, Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction.
Wind Speed =140 MPH
2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0"
2 x 3 Chair Rail = 7'-3" 2 x 3 Purlins = 7'-3" 2 x 3 Wind Brace = 8'-9" 2 x 4 Wind Brace = 9'-0"
Concrete
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be'/<"
Reinforcine Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A 18 5
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
E5R;ASn" D) i n i ff, c o n K j f uc- n q i - e r': I:
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.
140 MPH
PRIMARY BEAMS & COLUMNS -SCREEN PATIO ROOM ENCLOSURES ROOF PANELS
Beam -Size
Max Beam
Span & Max
Column
Spacing Column -Size
Max Column-
Height
Pan Roof
Span
Insulated Roof
Span
2 X 3 6'-0" 2 X 3 7'-6"
3" Spans
12'-5" 3" Spans 13'-10"
6" Spans 18'-5" 2 X 4 8'-0" 2 X 4 8'-0"
2 X 5 9'-6" 2 X 5 8'-6"
2 X 6 10'-6" 2 X 6 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 F-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall.
Edge Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
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in tho event of a eondici in member Was shown on
the plans and the general notes, the contractor must
utilize the more stringent member size requirements.
07/07/2017 07:59 4073223039 P PAGE 06 06
PLAT OF SURVEY
for
MINDY MATTHEWS
Lecja4 -Description
t 17, Block .cs, DREA01WUL0, acel•_L'dirl() to the plat thereof as recorded in plat •Book
Page' 9J, of t(he PLLI, _ F'IecoT4F, of 5err,inolc County, Florida_ .
SRbK £ cnv to;382 (op IRaH tAP *'3'.BT
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RIES.
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to construct 12' x 25' (300 S.F.) sunroom as shown
on plan. Meets open space requirements,
rear yard setback and does not exceed
the existing non -conforming side yard A
T7 i- setback.
ray.=
Y "•,OTir~.
07/07/2017 07:59 4073223039 P PAGE 03106
PRAGER BUILDERS, ENC.
5450 Bryant Avenue - Sanford, FL 32773 p
Telephone: (407) 324-9960 - Fax: (407) 322.-3039
State Certified: #CRC053007
www.sunroolmpro.com
NAME—& %- 4"l
r F #
k
DIRECTIONS -
SCREEN: I CATEGORY_
FLAT: GABLE: TIE IN: F.4Lq,
f
V1T`4G
ROOF SIZE: tq V tP o TYPE: 9 /f pf"--61v -- - - -
KiCKPLATE:
OUTTSRS'
mat
wINPOW'PXPi;; C V}
y G ,
i
I'RtAMF COI-09:
PORCH OVERIIP,NG:
HOUSE O'H'; SOFFIT?
PEAK: v smE•
FAN BFIAMS' + n C Y
j-
SLAB SIZE:
EXISTING SLAB!
DEMO: \ N-^ A'k— r le-.Ie; W 1-A Y o
ELECTRICAL
CiATE CODE: www@ s o(ompro s comJam'
MATERIALAND WORKWANSHM GUARANTEED FOR 2 YEARS,
n+rruts
NOTE: I) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A
Contactor enpressly reserves ell contractors, mechenles and materiq COMMON OCCURRENCE,
Man's lien wbiob maybe asserted anda any pr—loom of the law to 2) SPRIN[KLER SYSTEM MUST BE RELOCATED BY CUSTOMEF-
secure payment of the contract price and may nsscl and fix the same as a 3) DRANAOX AS 13ASP- OF ROOM IS RESPONSIBR ITY OF
lien upon the real property on which installation is made. HOMEOWNER
purchaser agrees to supply electrical power at Job site, 4) FLOOR MAY REQUIRE LEVELING PDX TXI,E XNSTAI.LAT'ION,
5) OWM IS RESPONSIBLE FOR ANY REINSPECTION FEES
DUE TO INACCESSIBILITY OR MISSING PERMIT.
6) HOMEOWNER IS RESPONSIBLE FOR U0A. ORARC AITWVA) .
7) ALL WORK AREAS MUST aE Fib OF) lEBRIS AND
Email- • f(JJ FURNITURE. !
I,We-have re c foTgoin ropos con cept the same on the terms arld coadi ors prinked on tits tc+•crse side r, o 7 'J
as stated abov `(
I
orrrwtcl rRz
Purrltas r:?t' .
0
6
Estimator_ 11 Terms: V
aAl-DUE
Cash. Check. 3% Com b)'oeee ee for Credit Card transactions ye s la.bor and'rtjateri;l Lnrsratstx. /,
i a_ //.
BEAM IS ATTACHED TO UPRIGHTS
WITH (8) #10 1" ON EACH SIDE OF BEAM
w
C7
U oN,
V 3X3 & 2X3
X UPRIGHTS
00
Q
a X
Q NLu
6" INSULATED PANELS ARE ATTACHI
TO ALUMINUM STRUCTURE WITH
4) #10 7" PER PANEL OR 6" FROM
ENDS 24" O.C. TYP.
2X3 GIRTS ARE ATTACHED WITH INTERNAL
CLIPS WITH (4) 910 1", CAPRI CLIPPED WITH (8) #10 1", OR BLIND
SCREWED WITH (3) # 10 2"
2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED
TOGETHER WITH #10 1" 6" FROM ENDS 24" O.C.
1X3 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-114" X 114"
TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C.
2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2)
10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON
FRONT WALL, BACK WALL & SIDE WALLS TOP
PLATES ATTACH TO ROOF MEMBERS WITH # 10 1"
6" FROM ENDS 24" O.C.
TRAP 24" O.C. MAX 4" FROM
EWED THROUGH GUTTER INTO
ATTACHED TO FRONT OF
XTRUDED GUTTER IS ATTACHED TO
ASCIA WITH # 10 4" 6" FROM ENDS
4" O.C. INTO RAFTER TAILS
KNEE WALL ATTACHES TO STRUCTURAL GUTTER
WITH 4" 2 X 2 X 1/8" ANGLE & (4) #10 1" INTO
GUTTER & BEAM PER SIDE
2X2 POST .046 OR GREATER
2 HINGE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OFRI ,
ALLOY IS 6005-T5
1/8" EMBEDMENT DEPTH
4401 VINELAND ROAD
@YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
SUITE A6
OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811
PHONE: 407-734-1470 SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY II. # 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 'eA#3 093 0
2X3
SIDE WALL DETAIL6" INSULATED PANELS ARE ATT
TO ALUMINUM STRUCTURE WITHCHED
4) #10 T' PER PANEL OR 6" FROM
ENDS 24" O.C. TYP.
2X3 BEAM
1X3 BOTTOM PLATE IS ATTACHED TO
UPRIGHTS WITH CAPRI CLIP WITH (4)
10 1" OR BLIND SCREWED WITH (2)
GUTTER & FASCIA DETAIL
EXTRUDED FASCIA IS ATTACHED TO
6" INSULATED ROOF WITH 910 1" 6"
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED TO
6" INSULATED ROOF WITH 910 1" 6"
FROM ENDS 24" O.C.
2X2 POST .046 OR GREATER
2 HINGE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
TAL IS.046 OR GREATER,IS 6005-T5ALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF118EOMBEDMENT DEPTH
4401 VINELAND ROAD
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
SUITE A6
OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811PHONE: 407-734-1470 SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY II. E. # 475 09
FAX: 407-734-1790 CONTRACTORO
ONTRACCTOR SHALL NO FY T E ENGINEER IVERIFYALLPLANS ,IMENSIONS
MMDIA ELY SHOD
PRIOR TO
DMATERIALSITE ONDI IONS DIFFER FROM ONSTRUCPURCHASE, FABRICATION AND OT ON r ANSON CA#3 0930
ATTACHMENT DETAIL
CUSTOM WINDOW
ALUMINUM FRAME
WINDOW
10 2" 6" FROM ENDS
O 24" O.C. ON ALL SIDES
TO ALUMINUM FRAME
B #
10 1" THRU FACE 6" FROM ENDSO24" O.C. ON ALL SIDES TO ALUMINUM
FRAME
2X2 POST .046 OR GREATER
HINGE LOCATIONS
DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
2 HINGE DOO
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
IS 6005-T5ALUMMUMSCREENDESIGNALLTAPCONSSHALLRODEMINIMUMOFR118EOMBEDMENT DEPTH
4401 VINELAND ROAD
SUITE A6@YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN
OF THE FLORIDA BUILDING ODE FOR OPEN AND
ACCORDANCE
EMI-OPEN STRUCTURES ANDS AELLTWITH STAND ULTIMATES
OF THE 2014 (5TH WINDORLANDO '
FL 32811 PHONE: 407-734-1470 SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY IL E # 47509 FAX:
407-734-1790 CONTRACTOR OCONTRACTOR
ORSHALL NOTVERIFY E
ENGINEER
MMEDIAOTELY NS SHOD
D R TO
SITE CONDI IONS DIFFEAL PURCHASE, RFROM
ROM CONSTRURICATION AND CTION PLANSON
A#30930
I idd &u In,, Code Online https://www.rioriclai)uumng.org/pr/pr_app_isi.asp
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7/6/17, 11:58 AN
2
EPS FOAM CORE ROOF PANELS
SEAL JOINT WITH
CONTINUOUS
CAULKING OR
SEALING TAPE OPTIONAL FAN BEAM
I
Uj
w:.:•:.::
I
2 PANEL INTERLOCK
VERT SECTION PROVIDE 1Y/2" MIN.
SPACING BETWEEN
TO WOOD_ (2) 1/4" 0 LAG SCREWS WITH ANCHORS IN EACH
j 1%2" MIN. THREAD PENETRATION TO PAIR, TYP.
EXISTING WOOD HOST (G=0.55 OR
EXISTINGBETTER), 3/4" ,1IN. EDGE DISTANCE,
SPACED AT 6" O.C. MAX. HOST STRUCTURE
1 BY OTHERS, TYP.
j TO CONCRETE: (2) 1/4" 0 ITW STAINLESS MIN.
PANEL
i STEEL TAPCONS with 13/4" MIN. EMBED. FDEPTH
TO EXISTING 3192PSI NON -CRACKED
CONCRETE HOST, 2%2" MIN. EDGE 0
DISTANCE, SPACED AT 12" O.C. MAX. 0 0 0 0
4' MAX WIDTH PER
INTERLOCKING PANEL
1/4" PER FOOT MIN SLOPE)
EPS CORE (1.0 PCF)
0.024" OR 0.030"
ALUM OR 269a -
STEEL TOP & BOTTOM
FACINGS
HOLLOW BLOCK: (2) t/4" O ITW I j `C-CHANNEL, MIN 0.045" e
STAINLESS STEEL TAPCONS WITH 1 %4" THICK (6063-T6 ALUM) e
MIN. EMBED. TO EXISTING HOLLOW --CLEAR SPAN (L) INSIDE TO INSIDE -1 1 OVA
BLOCK, 2Y2" MIN. EDGE DISTANCE,—#8x9/6" SAE GRADE 5 SMS AT 6"
SPACED AT 6" O.C. MAX. 36"
O.C. MIN. TOP & BOTTOM, TYP. i
1 21
1 ROOF PANEL/SPAN DETAIL WII:
12"
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
1 N.T.S. VERT SECTION
ROOFS OVER SCREEN WALLS AND PATIO COVERS:
Wind S P Expo' Live Load
sure 8/or Uplift
Deflection
Limit
L/ )
0.024"
plum Skin
1-LB EPS
3" Panels
0.030" 26GA 0.024" (")
Alum Skin j Steel Skin plum Skin
1-LB EPS ! 1-LB EPS 1.5-LB EPS
4" Panels
0.024" 0.030"
Alum Skin ' Alum Skin
1-LB EPS i 1-LB EPS
26ga Steel
Skin
1-LB EPS
0.024"
Alum Skin
1-LB EPS
6" Panels
0.030"
Alum Skin
1-LB EPS
269a
Steel Skin i
1-LB EPS
110 MPH 8 I 9 PSF 120 15'-11" 18'-6" 19'-8" 16-8" 18'-11" 20'-5" 23'-T 23'-0" 23'-0" 23'-0" 110
MPH C I 10 PSF 120 16-2" 17'-7" 18'-8" 15'-101' 1T-11" ! 19'4" 27-2" 27-8" 23'.0" 23'-0" 110
MPH 0 13 PSF 120 14'-1" 164" I 17'4" 14'-B" 16'-8" 1T-11" 20'-6" 21'-1" 22'-7' : 23'-0" 120
MPH B I 11 PSF 120 14'-11" 1T4" 18'-6" 16-7" 17'-9" I 19'-1" 21'-10" 27-5" 23'-0" 23'-0" 120
MPH C 12 PSF 120 14'-3" 16'-6" 17-7" 14'-10" 16'-10" 18'-2" 20'-9" 214-4" 22'-5" 23'-0" 120
MPH D i 15 PSF 120 13'-4" 15'-5" I 16-5" IT-11" 16-9" 1 1T-0" 19'-2" 19'-17' 21'-0" 23'-0" i30
MPH B 12 PSF 120 14%2" 16-5" i 17'-6" 14'-10" 16-9" 18'-1" 20'-8" 21'-3" 22'-4" 30
MPH C 14 PSF 120 1T-6' 15'-8" 16-8" 14'-1" 16-12" 17'-3" 19'-6" 20'-2" 21'-3" 23'-0" 130
MPH D 17 PSF 120 12'-7" 14'-7" 15'-6" 1T-2" 14'-11" 16-1" 1T-7" 18'-10" 19'-10" 22'-5" 140
MPH B 14 PSF 120 13'-6" 15'-8" 16'-8" 14'-1" 16'-0" 1 1T-3" 19'-7" 20'-3" 21'-4" 23'-0" 140
MPH C 17 PSF 120 12'-9" 14'-9" 15'-9" 13'-4" 15'-1" 1 16'-3" 1T-11" IVA" 20'-1" 27-9" 140
MPH 0 20 PSF 120 11'-12" IT-11" 14'-5" 17-6" 14'-3" 1 15'-4" 16'-5" 1T-12" 18'-11" 20'-10" 150
MPH B 15 PSF : 120 13'-2" 15'-3" 16'-3" 13'-9" 1F-T' i 16-10" 18'-10" 19-8" 2U-9" 23'-0" 150
MPH C I 19 PSF 120 12'-3" 14'-2" 14'-11" 12'-9" 14'-0" 15'-8" 16' 11" 18'•4" 19'-4" 21'-6" 150
MPH D 23 PSF 120 11' 6" 13'-4" 13'-7" j 17-0" 13'-7" i 14'-8" 15-4" 17-1" 18'-2" 19-6" 156
MPH B 17 PSF 120 12'-8" 14'-8" I 15'-B" 1Y-3" 154' 16'-2" 1T•9" 18'-12" 19'-1T' 22'-7" 156
MPH C 21 PSF 120 11'-11" IT-10" 14' 4" 12'-5" 14' 1" 16-3" 17'-10" 18'-10" 20'-T' 156
MPH 0 25 PSF 120 11' 2" 12-12" 1 13' 0" 11'-8" 13'-3" 1 14'-4" 14'-9" 16'-T 1T-8" 18'-9" 160
MPH B 18 PSF 120 12'-4" 14'-4" 15'-2" 12'-11" 14'-8" 15'-IU' 1T-2" 18'-7" 19-6" 21'-10" 160
MPH C 22 PSF 120 1T-9" 13'-7" j 13'-12" 17-3" 13'-11" 14'-12" 15'-10" 1T-T' 18'-6" 29-1" 160
MPH D 26 PSF 120 10'-12" IZ-9' I 12'-8" 11'-6" 13'-0" 14'-1" 14'-5" 15'-12" 17-3" 18'-3" 165
MPH B i 19 PSF 120 12'-2" 14'-1" 14'-9" 12'-9" 14'-5" 1 164" 16-9" 18'_3" 19'-2" 21'-3" 165
MPH C i 23 PSF 120 11'-6" 13'-4" 13'-T' 17-0" 13'-7" 14'-6" 15'-4" 1T-1" 18'-2" 19'-6" 165
MPH C 28 PSF 120 10'-9" 12'-6" 174" 11'-3" 17-9" 13'-9" 13'-11" 16-6" 16'-9" 1T-9" 170
MPH B i 20 PSF 120 11'-12" 13'-11" I 14'-5" 12'-6" 14'-Z' 15'-4" 16'-4" 17'-12" 18'-11" 20'-9" 170
MPH C 24 PSF 120 11'-3" 13' 1" 13'-2" 11'-9" 13'-4" 14'-5" 14'-11" 16'-7" 1T-9" 18'•12" 170
MPH D 1 29 PSF 120 10'-T' IZ-2" 11'-11" 11'-1" 17-6" i 13'-6" 13'-7" 15'-1" 16'-3" 17'-3" 170
MPH t C 1 30 PSF 80 11'-2" 11'-11" ' 11'-9" 12'-0" 12'-0" j 12'-0" 12-0" 17-0" IZ_0" 12'-0" 170
MPH C 30 PSF' 120 10-5" 11'-11" ( 11'-9" 10'-11" 17-4" j 13'-4" IT-4- 14'-9" 16-11" 16-11" 170
MPH T C 30 PSF' 180 9'-1" 10'-7" 11'-3" T-6" 10'-10" 1 11'4" 13'-4" 13'-8" 14'-5" 16'-9" 175
M H t C i 30 PSF ' 80 11'-2" 11'-11" 11'.9" 12'-0" 12'-0" j 17-0" 17-0" 17-0" 12'-0" 12'-0" 175
MPH C i 30 PSF' 120 10'-5" 11'-11" I 11'-9" 10'-11" 17-4" 13'-4" 13'-4" 14'-9" 16-11" 16'-11" 175
MPH t C 130 PSF' 180 T-1" 10'-7" 11'-3" 9'-6" 10'-IT j 11' 8" 134" 1T-8" 14' 5" 16'-9" 175—
MPH t D 31 PSF 80 11' 1" 11'-10" 11'-8" IZ-0" 12'-0" ; 12'.0" 12'-0" 17-0" 12'-0" 12'-0- MPH
0 3" PSF 120 10'-5" 11'-10" 11'-8" 10'-10" 17-4" 1 IT-3" 1S-z' 14'•8" 15'-10" 16-9" TA
1.
5
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
ROOFS OVER ENCLOSED SUNROOM ADDITIONS:
a®
3
4
5
Wind Speed Expo
sure
Live Load
or Uplift
Deflection
Limit
U... )
3" Panels
0.024" 0.030" 26ga Steel, 0.024" (')
Alum Skin Alum Skin : Skin Alum Skin
1-LB EPS 1-LB EPS : 1-LB EPS 1.5-LB EPS
0.024"
Alum Skin
1-LB EPS
4" Panels
0.030" 26ga Steel
Alum Skin Skin
1-LB EPS i 1-LB EPS
0.024"
Alum Skin
1-LB EPS
6 _Panels
0.030"
Alum Skin
1-LB EPS
26ga
Steel Skin
1-LB EPS
100 MPH B 13 PSF 120 13'-11" ! 16'-2" 17'-2" 14'-7' 16'-6" 1T-i0" 20'4" 20'-11" 21'-12" 23'-0"
100 MPH B 13 PSF 180 12'-2" 14'-1" 15'-0" 12'-91, 1 14'-5" 15' 7" 17'-9" 18'-3" 19' 2" 22'-4"
100 MPH , B 13 PSF 240 11'-1" 12'-10" 13'-8" 11'-7" i3'-1" 14'-2"' 16'-2" 16'-7" 17'-5" 20'-4"
100 MPH C 16 PSF 120 13'-1" 15'-2" 16'-2" 13'-8" 15'-6" 16'-9" 18'-8" 19'-7" 20'-7" 23'-0"
100 MPH C 16 PSF 180 11'-5" 1X-3" 14'-1" 11'-11" 13'-6" 14'-7" 16'-8" 17'-1" 18'-0" 20'-12"
100 MPH C 16 PSF 240 10' 4" 12'-1" 12'-10" 10'-10" 12'-4" 13'-3" 15'-2" 1 15'-T' 164" 19'-1"
100 MPH D 19 PSF 120 12'-3" I 14'-3" 14'-11" 12'-10" 14' 6" 15'-8" 16'-11" 18'-4" 19'-4" 21'-6" 10
MPH D 19 PSF 180 10' 8" j 12' 5" 13' 3" 11'-2" 12'-8" 13'-8" 15'-8" 16--1.. 16'-11" 19' 8" 100
MPH D 19 PSF 240 9'-9" 11'-3" 12'-0" 10'-2" 11'-6" 12'-5" T 14'-2" f 14'-7" 15' 4" 1 T-10" 110
MPH B 16 PSF 120 IT-1" j 15'-2" 16'-2" IT-8" 15'-6" 16'-8" 18'-7" 19'-7" 20' 7" 23' 0" 110
MPH B 16 PSF 180 11'-5" 13'-3" 14'-1" 11'-11" 13'-6" 14'-7" 16'4" 17'-1" 17'-12" 20'-12" 110
MPH B 16 PSF 240 10'-4" 12'-0" 12'-10" 10'-10" 12'-3" 13'-3" 15'-2" 15'-6" 16'-4" 19'-1" 110
MPH C 19 PSF 120 12'-3" 14'-3" 14'-11" 12'-10" 14'-6" 15'-8" 16' 11" 18'-4" 19'-4" 21'-6" 110
MPH C 19 PSF 180 10'-8" j 1Z-5" 13'-3" 11'-2" 12'-8" 13'-8" 15'-8" IT-1" 16'-11" 19'-8" 110
MPH C 19 PSF 240 9'-9" ; 11'-3" 12'-0" 10'-2" 11' 6" 12'-5" 14'-3" 14' 7" 15' 4" 17 1 1 110
MPH D 23 PSF 120 11'-6" 13'-4" 13'_6" 11'-12" 13'-7" 14'-8" 15' 4" 1T-1" 18'-1" 19'-6" I 110
MPH D 23 PSF 180 10' 0" 11'-8" 12'-5" 10'-6" 11'-11" 12'-10" 14'-8" 15' 0" 15'-101, 18'-5" 110
MPH D 23 PSF 240 9'-1" 10'-7" 11'.3" 9'-6" 10'-10" 11'-8" 13'-4" 13' 8" 14'-5' 16' 9" 120
MPH B 19 PSF 120 12' 4" i 14'-4" 15--1" 12'-11" 14'-7" 15' 9" I 17'-1" 18'-6" 19'-5" 21'-8" 120
MPH B 19 PSF 180 10'-9" 12'-6" 13'-4" 11'-3" 12'-9" 13'-9" 15'-9" 16'-2" 16-12" 19'-10" 120
MPH B 19 PSF 240 9'-9" I 11'-4" 12'-1" 10'-3" 1 V-7" 12'-6"99
14'
4" 14'-8" 15' S" 1 T-12" 120
MPH C 22 PSF 120 1 V-7" I 13'-5" 13'-8" 12'-1" 13'-9" 14'-9" I 15'-6" 17'-3" 18'-3" 19'-9" 120
MPH C 22 PSF 180 10'-1" j T-
2" i 11'-
9" 10'-
8" 12'-
6" 11'
4" 10'
7" 9'-
7" 11'-
12" 10'-
11" 12'-
11" 11'-
9" 14'-
9" 1
T-5" 15'-
2" 13'-
9" 15'-
11" 14'-
6" 18'
7" 16'-
j 1_ 120MPHC22PSF240120
MPH D 27 PSF 120 10'-10" 12'-7" 12'75" 11'-4" 12'-10" IT-10" 14'-1" 15'-8" 16-11" 17'-1 V 120
MPH D 27 PSF 180 9'-6" 10'-12" 11'-8" 11'-3" 12'-1" j 13'-10" 14'-2" 14' 11" 17' 5" 120
MPH D 27 PSF 240 8'-7" ! 9'-12" 10'-8" 8'-1Z" 10'-2" 10'-12" 12'-7" 12'-11" 13'-7" 15'-10" 130
MPH 8 22 PSF 120 11'-8" 13'-7" 13'-11" 12'-2" 13'-10" 14'-11" 15'-9" 17-6" 18'-5" 20'-0" 130
MPH B 22 PSF 180 10'-2" 1 V-10" 12'-7" 10'-8" 12'-1" 13' 1" 14'-11" 15'-4" I 16-1" 18'-9" 130
MPH B 22 PSF 240 9'-3" 10'-9" 11'-5" 9'-8" 10'-12" 11'-10" 13'-7" 13'-11" 14' 8" 1T 1" 130
MPH C 26 PSF 120 10'-12" 12'-9" 12'-8" 11'-5" 12'-12" 14'-0" I 14'4" 15'-11" 17'-2" 18'-2" 130
MPH C 26 PSF 180 ! 9'-7" ! 11'-1" 11'-10" 10'-0" 11' 4" 12'-3" j 13'-12" 14'4" 15'-1" 17'-7" 130
MPH C 26 PSF 240 8'-8" 10'-1" 10.9" 9'-1" 10'-4" 11'-1" 12'-9" 13'-1" 13'-9" 15'-12" 130
MPH D 32 PSF 120 10'-3" 11' 7" 11'-51, 10'-9" 12'-V 13,-0" 12'-12" 14' 5" 130
MPH D 32 PSF 180 8'-12" 10'-5" 11' 1" 9' S" 10' 8" 1 V-6" 12-12" 13'-5" 14'-2" 16'-6" 130
MPH D 32 PSF 240 8'-2" 9' 6" 10'-1" 8'-6" 9'-8" 10'-5" 11'-11" 12'-3" 12'-10" 14'-12" 140
MPH 8 25 PSF 120 11'-2" 12'-11" 12'-11" 11'-8" 13'-2" 14'-3" 14'-8" 16.3" 17'-7" 18' 7" ' 140
MPH B 25 PSF 180 9'-9" 1 V-3" 12'-0" 10'-2" 11'-6" 12'-5" 14'-2" 14'-7" 15'-4" 17.-10" 140
MPH B 25 PSF 240 8'-10" 10'-3" 10'-11" 9'-3" 10' 6" 11'-3" i 12--11" i 13'-3" 13'-11:' 16' 3" 140
MPH C 30 PSF 120 10'-5" j 11'-11" 11'-9" 10'-11" 12'-5" 13'4" 13'-4" 14'-9" 15'-12" 16'-1 V 140
MPH C 30 PSF : 180 9'-1" 10'-7" 11'-3" 9'-6" 10'-10" 11'-8" 13' 4" 131-8" 14'-5" 16' 9" 140
MPH C 30 PSF 240 8'-3" j 9' 7" 10'-3" 8'-8" 9'-10" 10'-7" 12'-1" 12'-5" 13%1" 15' 3" 140
MPH D 37 PSF 120 9'-9" ! 10'-10" 10'-8" 10'-3" 11'-3" 12' 1" 12'-1" 13'-5" 14'-6" 15' 4" 140
MPH D 37 PSF 180 8'-7" ! 9'-11" 10'-7" 8'-11" 10'-2" 10'-11" 12'-1" 12'-10" 13'-6" 5' 4" 140 MPH
D 37 PSF 240 T-9" 9'-0" 9'-7" 8'-1" 9'-2" 9' 11" 11'-4" 1 11'-8" 12'-3" 14 3" BLE NOTES:
ALLOWABLE WABLELE
NCALULATBADN -10 IG RISK10SSNLOSEXPPRESSURESVALIDUP
TO 30' MRH. EXP'C' & EXP'D' PRESSURES ALID UP TO
15' MRH ONLY. DEFLECTION LIMIT AS
NOTED IN CLEAR SPAN TABLES, MAXIMUM 4LLOWABLE ROOF SLOPE
SHALL BE 3" MAX PER FOOT (3:12). ANEL DEAD LOADS
HAVE BEEN FACTORED INTO CALCULATIONS FOR 3RAVITY LOADS AS
WELL AS CALCULATIONS FOR PANEL PROPERTIES. 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" ANEL WIDTH). t)
INDICATES ROWS
FOR USE WITHIN THE HVHZ ONLY. DEFLECTION IMITS CONSIDERED FOR
USE IN THE HVHZ ARE: L/80 FOR
SPANS :512'-0" L/180 FOR
SPANS > 12'-0" CLEAR SPAN TABLES .
DIRECTIVE: 1. CHOOSE
TYPE
OF ENCLOSURE TO BE COVERED SCREENED WALLS, OR
FULLY ENCLOSED). 2. VERIFY APPROPRIATE
ALLOWABLE LIVE LOAD, I 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 PANFL DEPTH, i FACING THICKNESS, AND
EPS CORE DENSITY i SELECTED. I; 4.
ANCHOR COMPOSITE
PANELS TO EXISTING HOST STRUCTURE AND EXISTING
SUPPORTING MEMBERS AS ILLUSTRATED HEREIN.
15
lorida Building Code Online
c- https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX...
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Approval Menu > Product or Application Search > Aoolication List > Application Detail FL #
FL161-R5 Application
Type Revision Code
Version 2014 Application
Status p rovedComments
Archived
Product
Manufacturer Custom Window Systems Inc Address/
Phone/Email 1900 SW 44th Avenue Ocala,
FL 34474 352)
368-6922 ekoss@cws.
cc Authorized
Signature Koss Erin ekoss@cws.
cc Technical
Representative Erin Koss Address/
Phone/Email 1900 SW 44th Ave. Ocala,
FL 34474 352)
368-6922 Ext 291 ekoss@cws.
cc Quality
Assurance Representative Jay Lathrop Address/
Phone/Email 1900 SW 44th Ave. Ocala,
FL 34474 352)
368-6922 Ext 291 jlathrop@cws.
cc Category
Exterior Doors Subcategory
Swinging Exterior Door Assei of
3 3/1/2016 11:56 AM
Florida -Building Code Online https://www.florid/abuildiiig.org/pr/pr_app_dtl.aspx? aram=wGEVX.
C d-- t-8 a C Q..-
l.i
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
u r T snhmit Surcharae Stats & Facts Publicat
Custom Window Systems Inc
1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekoss@cws.cc
Koss Erin
ekoss@cws.cc
Erin Koss
1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
ekoss@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
jlathrop@cws.cc
Windows
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City of Sanford
Building and Fire Prevention
Permit #
z
Project Location Address 6 1 ? 7
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
Fl(,rida Approval #
include decimal)
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
orizontal Sli
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category/,Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
E.P.S. Roof
s
oast 's ntj
r,, T v-rad
Roof Vents
Other
June 2014
Category/•Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
L- P
7% M
CITY OF SANFORD
I I
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: o7y
Documented Construction Value: $ 500.00
Job Address: 618 Sarita Street Sanford, FI 32773 IIiStOrlC District: Yes No
Parcel ID: 01-20-30-504-0900-0170 Residential 0 Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: Electrical wiring of a Glass Sunroom
Plan Review Contact Person: Steve Thomas - Title: owner
Phone: 407-323-6958 Fax: 407-323-1154 Email:• ticelectricinc@bellsouth.net
Property Owner Information
Name Mindy Matthews Phone: 407-322-8888
Street: 618 Sarita Street Resident of property? : yes
City, State Zip: Sanford A 32773
Contractor Information
Name TLC Electric Inc Phone: 407-323-6958
Street: 2534 Park Dr Fax: 407-323-1154
City, State Zip: Sanford FI 32773 State License No.: ECO02027
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: 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. t certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
i
NOTICE: In addition to the requirements, of this Hermit, 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 zo ing.
Signature of Owner/Agent Date Si nature of Contractor/Agent Date
La (j C) U
Print Owner/Agent's Name Print Contractor/ gent'siName
Signature of Notary -State of Florida Date Signature of Noted. c
ntMH LIAE
P,iY r lq1^tu510N k r MW
ExpiPE& R40W.' e
z n
Fubl;cUndenari!s
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced 1D Type of 1D Produced ID Type of lD
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: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised:.tune 30, 2015 Permit Application