HomeMy WebLinkAbout225 W Seminole Blvd (3)Biwa
FEB 1 1 2016 D
v;
CITY OF $ANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / 10— JD
Documented Construction Value: $ 1625.00
Job Address: 225 W. Seminole Blvd. Unit #601 Historic District: Yes No 0
Parcel ED: 25-19-30-520-0100-1601 Residential 0 Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: screen enclosure at entry lanai with one door
Plan Review Contact Person: Donald Geissler Title: President
Phone: 407 461-9926 Fax: 407 365-3194 Email: sunstatesiding@aol.com
Property Owner Information
Name Jeffrey & Debra Condello Phone: 407 921-7317
Street: 225 W. Seminole Blvd. Unit 601 Resident of property? :
City, State Zip: Sanford, FL 32771
Contractor Information
Name Donald G. Geissler, Jr Sun State Siding, Inc
Street: 510 Lake Lenelle Drive
City, State Zip: Chuluota, FL 32766
Name: Aluminum Screen Design
Street: 5200 Vineland Road, #250
City, St, Zip: Orlando, FL 32811
Bonding Company:
Address
Phone: 407 830-7778
Fax: 407 365-3194
State License No.: SCC048423
Architect/Engineer Information
Phone: 407 529-3300
Fax: 888 923-8181
E-mail: aluminumsereendesign@yahoo.com
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 RECORDIN YOUR NOTICE OF
COMMENCEMENT. I 58,06
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.
FBC 105.3 Shall be inscribed with the date of application "and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE:.In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 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.
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My Comm
102:
Apr 24, 2011
Commission 0 EE 232
Signature of Conhwtor/Agent Q Date
Donald G. Geissler, Jr
Print Contractor/Agent's Name
rG
Date Signature of Notary -State of Florida ate
OR_ -.
Me or
Produced ID Type of M v rZs 1 • ee d -f +
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Mn. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 2-1 14 -'1" 4 -UTILITIES:
ENGINEERING: FIRE:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: '
COMMENTS: C),- An :Sc Cee n 04 Fenni e-," c -s Slb.
WI `C3q-
Revised: June 30, 2015 Permit Applieation
CAM A.
MY COMMISSION 1FF
EXPIRES: August 10, 2019
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Fa c'
e
Bottled Thtu budget Mr4ty Serrtes
Contractor/Agent is Personally Known to Me or
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: Flood Zone:
Mn. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 2-1 14 -'1" 4 -UTILITIES:
ENGINEERING: FIRE:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: '
COMMENTS: C),- An :Sc Cee n 04 Fenni e-," c -s Slb.
WI `C3q-
Revised: June 30, 2015 Permit Applieation
REQUI[RED INSPECTION SEQUENCE
Min Max Inspection Description
Footer / Setback
emwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
RoofDry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final.Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Addrecc! 7-'I< / 7 Co... - _ L.
Minn Max ff-us, ection IlDescrm tnonn
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U:G.
Pre -Power Final
Electric Final
min Max 1<ns, ectionn llDescr .tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
ME C, I—CA%IF9 WM, T, i
Min Max Itis, ection IlDescen tions
Mechanical Rough
Mechanical Final
N9tinn Max 1[nn , eetioam Besc - 1tnom
Gas Underground
Gas Rough
Gas Final
RECORD COPY
nf) ALUMINUM
Aluminum & Construction Engineering
Plan Types:
Screen Room
Pool Screen/Cage
Pool Screen/Cage
Car Port
Patio Cover
Other:
SCREEN DESIGN
Removable Screen - Remove screen when wind speed exceeds 75 MPH)
Non -Removable Screen — Designed to withstand actual Wind Speed)
SCREEN FILL-IN
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
Reference: Gateway 601 New Revision Date: 1/25/16
Project Address: 225 W. Seminole Blvd. Unit 601
City: Sanford, FL 32771
Contractor Name: Sun State Siding, Inc
Address: 510 Lake Lenelle Drive
City: Chuluota, FL
Zip Code: 32766
OBEA
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER ORSET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Phone/Fax: 407 830-7778 ofc/407 461-9926 cell/407 365-3194 fax
Email: sunstatesiding@aol.com
Choose One: Mail? Pick Up Fed Ex* 2 No of Copies
For FedEx option got to www.aluminumscreendesiqn.com and provide FedEx account #)
Payment:: Check Credit Card *
For Credit Card option go to www.aluminumscreendesign.com to pay by credit card)
Engineering prepared by:
ILoiNc
SANFORD
O
OA RTM
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) .
t O5200VinelandRoad —Suite 250, Orlando, FL 32811 .
e1 J 6 _
Office: 407-529-3300 Cell: 407-721-2292
Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181
Email: aluminumscreendesign@yahoo.com
Website: www.aluminumscreendesign.com CA#30930
i
ALUMINUM SCREEN. DESIGN
Aluminum & Construction Engineering
Ultimate Wind Speed (mph):` 130 Exposed._Category_: C ,Risk Category,
Screen Room:
Insulated Pan Roof
Fascia Wall: Block Conventional
Uprights x Top Plate x Kick Plate
Pool ,Screen/Cage:
Dome Gable
Gutter Wall: Block
Beams x Uprights
Car Port:
Insulated
Fascia
Beams
Pan
Wall: Block
Mansard
Conventional
x Purlin x
Conventional
x Post x
Patio Cover:
Insulated
Fascia
Beams x
Pan
Wall: Block
Post
Conventional
x
Concrete:
Existing x New: 4" Slab Pier Ribbon Footer x Pavers[]
Other:
Screen fill-in at entry lanai on existing concrete
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.
O
DALUMINUM SCREEN DESIGN
Alurihnum 5 ca:430:utiiC11 kngirarro;ing 4IE
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 (5s' 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
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
ALUJ4 tt UM SCREEN DESIGN
omAsthlunkutnt E cat&zirueiicn Enpalt-zring
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 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.
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
ALUMINUM SCREEN DESJGN
1E110SAS DAlu'-.11-tum E am:[r scicen i ngeC.trtirin (
Beams & Uarights:
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 15'-0"
6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0"
2 X 5 10'-0" 2 X 5 9'-0"
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 3" minimum clearance from edge of slab and/or footer.
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
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xZ SUN STATE SIDING, INC.
510 LAKE LENELLE DRIVE
I i l Z CHULUOTA, FL 32766
i 2 Z [ Qp4L£ DONALD G. GEISSLER, JR.
SXi16 SCC048423
ZX `{ SM.6 • 407 830-7778 PHONE/407 365-3194 FAX
i Zx Z In the event of a contlir in member sites shown onMfENA[ t e A tfie pians and the general notes, the contractor must
utilize the more stringent member size requirements.
ALUMINUM SCREEN DESIGN
2X2 POST .046 OR GREATER
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
0" to 36"
2 HINGE DOO
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
FILL IN DETAIL
BOTTOM PLATE IS ATTACHED TO
OCONCRETE WTI'H2-1/4" X 1/4" TAPCON
5" X 2-1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
ALUMINUM FRAME IS ATTACHED
TO BLOCK WITH 2-1/4" X 1/4"
10 2" IF TO WOOD STRUCTURE)
6" FROM ENDS 24" O.C.
CHAIR RAIL & UPRIGHTS ARE ATTACHED
WITH EITHER:
O BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
KICK PLATE IS ATTACHED TO STRUCTURE
D WITH #10 1" 6" FROM ENDS 18" O.C.
ALUNffNUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS.046 OR GREATER, ALLY IS 6005-T5ALSCREENDESIGNALLTAPCOSSHALLPROVIDESMINIMUMOF111/8" EMBEDMENT DEPTH
5200 VINELAND RD.
SUITE 250
@Q YAHOO • COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO FL 32811
PHONE #: 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
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. #47509
FAX # : 888-923-8181 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 3 093 0,
s
GATEWAY AT IM ER WALK: PHASE 1C' ••
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c .5-lll ti L-;k 5LOCATEDXNSECTION25, TOWNS M Y9 SOUTf3< 2.0' nyRANGE30EAST
CITY OFSANFORD, SEMIN'OXX COUNTY, FLORIDA
err WB'
88 OF 7
UNIT' 1801
MODEL GI
Penthouse "G1"
Square Footage Total: 3,399 sf
NOTICE:
7HIS DR4MNG IS AN AS—BUILT OF 711E CONSTRUCTED
UNIT SkiED UPON DRAWINGS PREPARED BY CUHAC)
PETERSON ARCHITECTS FOR PROJECT 1202244.1.
DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET
PLEASE NOTE;-
SQUARE
OTE;
SQUARE FOOTAGE TOTALS ARE RASED THE UPON
PRE—CONSMUC77ON ARCHRECHTUAL PLANS OVERALL
UNIT- DIMENSIONS.
GRAPHIC SCALE
10 0 5 10 2D
IN FEET )
1 inch = 10 ft.
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D PLANS
I
ENG. DEPT. -
LIMITED COMMON ELEMENT
SUN STATE SiDING, INC.
510 LAKE LENELLE DRIVE
CHULUOTA, FL 32766
407 830-7778 phone
407 365-3194 fax
Submitted to:
Debbie Condello
225 Seminole Blvd West, Unit # 601
Sanford, FL 32771
PROPOSAL
State License SCC048423
PROPOSAL# 1
DATE 1/15/16
Job Location:
SAME
We propose to fumish all the materials and perform all the labor necessary for the completion of:
Furnish and install screen enclosure at entry lanai $1,625.00
Including custom screen door (3' x 6' 8") with "Tasman" locking handle,
Q1500 style door manufactured by PCA Products, Inc.
Rescreen both balconies. Including cleaning the metal, re -caulking and $ 500.00
refastening where required. Remove 3 sections of callings and reinstall
with new fasteners where required.
Site specific engineering plans & City of Sanford permit $ 275.00
COLOR: BRONZE
All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings
and specifications submitted for the above work and completed in a substantial workmanlike manner for the
sum of: SEE ABOVE
With payments to be made as follows: FULL PAYMENT UPON COMPLETION (we accept CASH or CHECK only)
Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders
and will become an extra charge over and above the estimate. All agreements contingent upon strikes. accidents or delays
beyond our control. Owner to carry fire, tornado, and other necessary insurance upon the above work.
Workman's Compensation and Public Liability insurance on above work to be taken out by Sun State Siding, Inc.
THERE WiLL BE A $50.00 BOOKKEEPING CHARGE IF THE INVOICE IS NOT PAID IN 30 DAYS.
Submitted by DONALD G. GEiSSLER, JR., PRESIDENT
This proposal maybe withdrawn by us if not accepted within 30 days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to perform the work
specified. Payment will be made as outlined above.
PrintedName f"J`GCQ 4OI /lO