108 Maplewood Dr; 17-2360; SCREEN ROOM CONCRETE SLABRISC11 -
Applica
Dented Construction
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
tion No: --
Value: $
Job Address: VS Historic District: Yes No 9
Parcel ID: Residential `q1 O C QO— c Residential Commercial
Type of Work: New Addition Alterationg Repair Demo Change of Use Move
Description of Work: y—u yn 1S" & ms m\ GL 1 Ot v-, )'
ROCS Vy -r Ct e r CCX-)cret, S\CK\O -u \O-e"
Plan Review Contact Person: , *, CL K `'e JJ _ Title:^ QW n r ^
Phone:-ISA3 Fax: 3 &QU-'72 3 \ ^ Email: r
Property
Owner Information Name (.,%
Y)C\Ck C-)C k rd- Phone:.3- Street:
I U g H cxy t DV. Resident of property? City,
State Zip: SC 51 F, 3211 Contractor
Information Name
W 1 1 Cl ( Phone: OVC- apa -3a Street: ,F
9:1 C.i C 1%t'. Fax: o c ` S1,32) City, State
Zip: Ca C'. 1 `• 3-44 State License No.: CBC (G ((93J Architect/Engineer
Information o1" I• •
It Bonding
Company: Address:
Phone: (`1'
3A7—
410 Fax: • _ Q2-3—
9 \%\ E-mail: '`(1
Sig n ah e Cd
Mortgage Lender - Address:
WARNING TO
OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that 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. n FBC 105.3
Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code n Revised: June 30,
2015 Permit Application /$ C
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.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
V,\, 'j- lU.-ri
Signature of Contractor/Agent Date
P ' t C ntractor/ gent's Name
Signature of Notary -State of Florida Date
MY COMMISSION #FF085911
Nam: Q: O -
oFc oe, EXPIRES April 12. 2018
Contractor/Agent is
0 ! 398-Ot 53 Ior 1d 1 44,. wice.ccm
Produced ID Type of ID
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
APPROVALS: ZONING: %4 ' UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:,
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 5' & lq- t *
Ok to install 10' x 23' (230 S.F.) screen room and 10' x 23 (230 S.F.) concrete slab as shown on plan.
Meets area and dimension regulations for SR1-AA zoning district.
Revised: June 30, 2015 Permit Application
rcta IVO. OT LOq# Florida
Rooms • Screen Rooms 'roponvcontrart Storm
Panels • Railings CBC
Florida Contractor Lic. 41251835 VinylWindows • Carports ?-' Pool
Enclosures • Rescreening First Class Aluminum Co„ InC. Volusia 386 298-3933 Awnings • Roofovers 597 Pleasant St. Fax (386) 228-3933 VinylSiding • Replacements.. Lake Helen, FL 32744 Concrete
Windows Date / "
7 (17 Proposal
Submitted To: ih
Home
Phone• ay Phone: G
5 Street
EMail:
M (
1 A r A` L NJ City,
State and Zip code: Estimator: Referred By: I Job Type 5es'.%
J R Q of
L\!
I
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P
N'
1 Q' C brl CCr 't A S
aAIA naz-\Y'-r a,' ,v -ft_ ( o , ri a ' +A) I -I—, 33 f~ s
C a—'!, R Q c nn' i 1U IPrvea Rot, "1, 0, Yt 6% !!:10 M T-n
LL! & ' Iinm C i h — HOME OWNER
MUST SUPPLY LOT SURVEY Ve Vropo!
9e hereby to furnish material and labor- N. O. C. Yes No complete in
accordance with above specifications, for Permit Yes No the sum
of: Survey _Yes No I understand
where gutter and downspouts are located and realize that any change may result in eMra cost to me. Work ti_Ot tobedone: unless specified. Moving or installing sprinkler systems orsolarequipment, electrical, bush trimming, fill dirt, landscaping, sod, rock removal, painting, carpentry, stucco, removing or reinstallation of window coverings, shutters, alarm P\ systems, termite/pest spray or septic tank pump. Owner -Buyer understands that this document is their offer to contract for the services of Contractor. Once approved and accepted by J Contractor (in
writing or by commencement of work), this document shall become a valid and binding contract. A First Class Aluminum Co., Inc. is not responsible for condition of existing roof (
shingle or other) and assumes no responsibility for same. All flashing will be done in a workmanlike manner but there will be no warranty on leaks due to house roof/ shingle failure. ONE YEAR WARRANTY FROM DATE OF ORIGINAL INSTALLATION. Payments must
be made in full by job completion Date / / C
l<
1 (b(k) 4 0b i ""-21aho (iv Dollars Deposit madeasfollows: CASH CHECK# Deposit (Non
Refundable on Special Order Items) ($ Permit Deposit
is non refundable ($_9 66' CREDIT CARD
It EXP. CODE: Due when ($ All material
is guaranteed to be as specified. All work to be completed in a workmanlike manner according to Due when $ standard practices.
Any alterations or deviation from above specifications involving extra costs will be ex- ex- ecuted only
upon written orders, and will become an extra charge over and above the estimate. All agree-Bal. Due Upon Completion ($ U ) ments contingent
upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado, huni- cane and
other necessary insurance. Acts of nature void all warranties. In the event [hat collection or en-— forcement of
this contract is necessary by the contractor, the buyer will pay all reasonable and necessary attorney fees,
plus interest, processing costs of contractor and cost of court action. In the event that a AFC Representative Signature_ki dispute ariseswithregardtoanyaspectofthisproposalortheworktobeperformedthereundertheparties - agree to
submit the matter to mediation and in the event that mediation does not result in resolution, then the parties a
gree to binding arbitration. Buyer agrees to mediation and/or arbitration it necessary. Note -This proposal may be withdrawn by us if not accepted within_ 10 -. . _.. days R[reptatue
of Vropoga( 1 have
read & accept the above prices, specifications and conditions>CSQcepted%!j % and have
relied on no oral representation of work to be performed b H o
er gate L - other
than
what is written above. This proposal becomes your invoice after job
completion. Final payment will be made upon job comple- tion. A
1 1/2% per month (18% annual) finance charge will be added ---- -- -- - - -- - to all
accounts 5 days past due. Dalp
1111t11111111111(11 11111t 11110 11121 lur nss
THIS IN TR-'-d?.P . EP 4R c BY:
r
w 1 i am KIIQ3
Name: \ - I.-, i i \J iM 4' >'J 'C Q n (
Address: 1' Sc
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
GRANT NALOYY SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & C:ONFTROLLER
BK 8965 F'3 1339 OPgs)
CLERK'S r 2017078628
RECORDED 08/03/2017 0,21.53:33 F'11
RECORDING FEES $10-00
RECORDED BY tsmith
Permit Number: Parcel ID Number:a G-3o-Sy 6C000`0QS0
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.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
ic3fi 5 12A 1-1G
J 1 de CW.yozh at boy
GENERAL DESCRIPTION OF IMPROVEMENT:
OWNER IN
Name: 1-4
Address: lo% Ho. ty)rab fir. Saf)-oya,, f-L'
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
2
Name: L-')11 t; , Y-1 KieSS VSt' C-IGSS Pq\3\ 0IY)C0 `1Y)
Address:6g1 Ple-c&:%fNt St. 1a+42; VA-leDi 1EL 2>13 4-j-
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)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date 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,,
Un,qer penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
tqW best of my knowledge and belief.
Owner's Signature Owner's Printed Name
Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.
State o1 Fkok- kd0' County of V6lQS('G-
The foregoing instrument was acknowledged before me this )iro day of ()1 L1 , 20
by L;1 ndQ -1 ., &1aVd iAeY Who is personally known to me
Name of person making state ent
OR who has produced identification F type of identification produced: T-L Tz) L
EVA HERMAN
MY COMMISSION #FFOtt:"
EXP4 E'April 12. 20 i t:
407) 398.0153 FloridallotaryService.com
OE. ..c.... .....
n !y;• !!!.'".',fie
Notary Sign anti d`
1, Witripm Kless, ow
r---Ia k I --Q— V k
license holder of A "First Class" Aluminum Co, Inc. give
permission to pull, pickup, make
changes on the attached permit at
my behalf.
If you have any questions or concerns, please contact me on my cell: (386)-868-7543
William C. Kless
State of Florida
County of '461[01S1,01-
Affirmed and subscribed before me this Ord day of
fAUQ ' 20 by William C. Kless who is personally known tome.
Signature of Notary Public State of Florida Date
Seal:
EVA HERMAiAl EVA HERMAN
COMMISSION #FF08-'I"' My rMYCOMMISSION #FF08-9P- i*- OMMI1,
i
2018
WEXPIRESApril12. 2C, EXPIRES April 12
407) 398-0153 Floridallotar Service.coi (407) -01 3 Noridallotaryse vice c`rnEM
xt
RECORD COPY
I - DESIGN
tf tC1"iiri!t °,` = +r C11. r4 tri, 9 jineerin
Screen Room
Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH)
Pool Screen/Cage (Non -Removable Screen - Designed to withstand actual Wind Speed)
Car Port
REVIEWED FOR CODE COMPLIANCE
Patio Cover
Other: PLANS EXAMINER
ty , (I SAKI=ORD BUILDIN DIVISION
DATE --
ED TO BE A
OT AS
HORIT yjTO VIQLA T CCAA/VV fi l TER 0 SETNeW[ ReVISIOn St. ANY (9{++ RnVI IntySn TH€TEE ICAL
CODES, NOR SHALL ISSUANCE OF A PERNK-P EVENProjectAddress: 10,3 rv)o pliL cka yX THE BUILDING OFFICIAL FROM THEREAFT R
REQUIRING -A CORRECTION OF ERRORS IN P NS, City: s'ON' ^ r l CONSTRUCTION OR VIOLATIONS OF THIS C DE
Contractor Name:. i it iGr N rc,\2SS I RF-i f-s+ CkQ R1vrM+r1Jrn
Address:5q-1 9KG1_Sant-_5t-.
City: LGk1z, r-kt%e n
Zip Code: 3 2-71 -4 4- f
Phone/Fax: 38U- 2,2-9- 3ci 3 3 13 sw" 2-7-$-
Email q CAIJMinorn(&(Ahoo. i v`,rn
g Mai Pick Up Fed Ex*R No of Copies
For FedEx option got to www.aluminumscreendesiqn.com and provide FedEx account #)
Check Credit Card
For Credit Card option go to www.aluminumscreendesign.com to pay by credit card)
Engineering prepared by:
17-2360
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509)
4401 Vineland Road — Suite A6, Orlando, FL 32811 BUILp
Olfce:407-734-1470 Cell:407-721-2292 c
Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-81810
Email: aluminumscreendesign@yahoo.com
Website: www.aluminumscreendesign.com CA#30930 RTtr1j,
i s ooti.n:g
Vb 'NOW t - 'ta '.o- Z 5:.
3
1 ^ V ti
SOW,**}
Insulated] Pan Roof
Fascia . W Wall: Block
Uprights ,dxx3 Top Plat
Y fl MNMUM
1 J[wR'E`.411l-ORF1`3 S"i iPRI ;
Dome Gable
Gutter Wall: Block
Beams x Uprights
x
e
Conventional[]
x3 Kick Plate
21 x a.
Mansard
Conventional
x Purlin X.
Insulated Pan
Fascia Wall: Block Conventional
Beams __x_____ Post x_____
Insulated Pan
Fascia Wall: Block Conventional[]
Beams x Post _x-
Existin New: 4" Slabft Pier Ribbon Footer x PaversEl
Other:
Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction
between the plans and the general notes and design standard.
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.
Desizn Codes:
Florida Building Code 2014 (5' Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psfi
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
Coef£ 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
EE
k
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 B18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum # 12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 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 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
DA. .,,nin r ; Con siruc on F r, g i n ..cg. Beams &
Uprights: In
the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent
dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior
to ordering materials, fabrication and/or construction. 130
MPH PRIMARY
BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -
Size Max
Beam Span &
Max Column
Spacing
Column -Size Max Column -Height Pan Roof Span Insulated
Roof Span
2
X 3 6'-0" 2 X 3 8'-0" 3"
Spans 13'- 6"
3" Spans 15'-0" 6"
Spans 20'-0" 2X48'-6" 2 X 4 8'-0" . 2
x 5 10'-0" 2 x 5 9'-0" 2
X 6 12'-0" 2 X 6 10'-0" Knee
Bracing: Contractor
shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length
requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than
6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max;
2 x 4 for beam span greater than 30'. Purlin•
Contractor
is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not
exceed 7'-2". Intermediate/
Header Beam: Contractor
is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10
feet (max) when insulated roof span exceeds 15 feet. Patio
Cover: Contractor
is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang
shall be a maximum of 1'-0" along the side, T-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
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F"T CLASS ALUMINUM COMPANY, INC. 9n the event of a conflict in member sizes shown w BW
PLEASANT ST. LAKE
HELEN, FL 3V443525 the plans and the general notes, the contractor must utilizetheMorastring ---it member size requirements, 9
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ALUMINUM SCREEN EXTRUDED FASCIA IS ATTACHED TODESIGNY 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH 410 2" 6" FROM
INSULATED ROOF WITH 910 1" 6" ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) #10 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) 910 4" PER PANEL
2X2 POST .046 OR GREATER
2 HINGE
2X3 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.C.
KICK PLATE IS ATTACHED TO STRUCTURE
WITH AM 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) 910 1" PER CLIP
1X2 IS ATTACHED TO FRONT WALL
WITH #10 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) 910 3" OR,
CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 2" OR,
CAPRI CLIPPED WITH (4) #10 1" PER CLIP &
BLIND CLIPPED WITH (4) #10 1" PER CLIP
INSULATED ROOF IS ATTACHED TO
ALUMINUM STRUCTURE WITH #10 4"
FROM ENDS 24" O.C.
2X2 SIDE WALL TOP PLATE
1 X2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
3X2 SIDE WALL UPRIGHTS
2" X 2" X 1/8" ANGLE IS ATTACHED TO
UPRIGHT W/ (2) 910 1" & INTO CONCRETE
W/ 2-1/4" X 1/4" TAPCON
2X2 CHAIR RAIL
1X2 IS ATTACHED TO CONCRETE
WITH 2-1/4" X 1/4" TAPCONS
5" X 1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROADALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" EMBEDMENT DEPTH
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
SUITE A6
PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLA O, 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 1. P.E. 9 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 CA930930
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Plat 15oo1C 21, a 110, Piul.jli.c Rucords In, C6;J111, IF o I- J da
Ok to install 10'x 23' (230 S.F.) screen room and
10'x 23 (230 S.F.) concrete slab as shown on
plan. Meets area and dimension regulations for
f, SRI-AA zoning district.
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REQUIRED INSPECTION SEQUENCE
R-P# 1-7, 7 J; La
BUILDING PERMIT
Min Marc 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:
ELECTRI CA.L .P.ERMIT
Min I Max I Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
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r:: ( G,ay Y'K'2
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Aihs•'i.iTa.':.i.^.s..•t,:Ki u+Yck.vu ? i.'rS..; . -
Min Mays Ins ection Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL:PERM-IT
Min Max inspection Descri tion
Mechanical Rough
Mechanical Final
Min I Maas
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014