HomeMy WebLinkAbout23-6634C ity of Zephyrhilis
P", U
5335 Eighth Street
J
Zephyrhills, FL 33542
BAR-006634-2023
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 08/02/2023
& . M 0 . A iriff"', IiiiI: M, M.
Address: 3304 Kresterbrooke Ln
ZEPHYRHILLS, FL 33541
Phone:
CONSTRUCT SCRN RM W/ SLAB 180 SQ FT
Building Valuation: $12,920.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $12,923.00
Total Fees: $156.90
Amount Paid: $156.90
Date Paid: 8/2/2023 3:22:31PM
$104.60 Building Plan Review Fee
3304 Kresterbrooke Lane
$52.30
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the al inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property tha)
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
ITIFIX1111711 1!111! Irl I I I
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
*rL
c RAF ow TOIR SIGNATURE PE IT OFFICER I
V
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
>` l
Date Received w Phone Contact for Permitting 1( SAM
at a ItI T
v
Owner's Name e % � 0 '/ � caner Phone Number
Owner's Address K.S �i'" Owner Phone Number
Fee Simple Titleholder Name I PJJA ®� Owner Phone Number �^
Fee Simple Titleholder Address I q i
JOB ADDRESS I 33c>#4 '401S LOT#
SUBDIVISION �8 't4 Aty it f— PARCEL ID#°2ta°�Im 4f 4 bOa 0c)
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED ElINSTALL
CONSTR 8 ADD/ALT SIGN 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER in
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK - ' ,C tA
g a �k<
BUILDING SIZE 1Z> )C /� SQ FOOTAGE 0 ® HEIGHT p R r
BUILDING $60 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL
=PLUMBING
= MECHAN ICAL
=GAS ROOFING O
FINISHED FLOOR ELEVATIONS
AMP SERVICE O FROG ESS E Y W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION L
SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
BUILDER ( `! --� COMPANY D,1-4 i
SIGNATURE 4✓ REGISTERED Y / N FEE CURREN I Y / N
Address 112 41LA tQ Li V q License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address I License # e�
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License # �^
MECHANICAL COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License # �®
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #^�
ttt6�1€fltffi3tl�8�#�l�����l�A1I�#3�ttitt;fi!€�#EBi9iE<
RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Farms; R-0-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date,` Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Refmit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely,
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways needs ROW
81:3-780-0020 City of Zephyrhills Permit Application Fax-813-760-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to 'deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses,
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "W unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any 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 any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive/7, the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
N
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTA N NCING, CONSULT
AGENT FLOR' DA 'URAT 'F,
OWNER OR AGE T
b bed and or sworn 1 0
y qt%y)
b y
jal.r. par.. 1�
Subscribed
personally known to me or has produced
as identification, as identification,
Public
Commission
Commission
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Public
REVISIONS
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TOTAL AREA
9,974.38
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EXISTING IMPERVIOUS AREA
4,66812
46.80
DECK AREA
947.15
9.50
NOTES:
DRIVEWAY
742A1
7.43
WALKWAYS
250.40
2.50
1. NO CHANGE IN DRAINAGE IN ANY DIRECTION,
STRUCTURE
2691.05
26�98
2. NO IMPACT ON ADJACENT PROPERTIES:
20-106
te: SEP 19, 2020
C
EXISTING PERVIOUS AREA
4,359.01
43.70
CIVIL PLAN le: NOT
TO SCALE
PERVIOUS SOILS WITH DECK
5,310.16
53.24
�__E�
SHEET
,OT 92
iIDDEN RIVER PHASE ONE B
)ASCO COUNTY,
FLORIDA.
-EGEND:
—00.00 - EXISTING GRADE ALL VVtr'�r'ti
CODEl,,,, im Akftl
4- CABBAGE PALM
2' MAGNOLIA-
AND THICz, (,!tv-
ORDMNA&i4�
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CA LATLA NTIC TITLE, lfINC �1- I p V — ---, tL11-% -1�p
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NORTH AMERICAN TITI-i INSUR EAGLE HOME MORTGAGE, LLC
MARI�W. PRESSOIR PLAN
PRM(P) I
LOT 93
I Y V F 'D 114 0. Z-
REARING BASIS.
NORTH BOUNDARY OF SUBJECT PLAT BEING S 89*40'43" E
THIS SURVEY IS SUBJECT TO ANY FACTS THAT
N MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
EASEMENTS AND RESTRICTIONS OF RECORD.
UNDERGROUND FOOTER, STEM WALL, AND
UNDERGROUND UTILITIES ARE NOT LOCATED OR
SHOWN.
DO NOT SCALE THIS PRINT. DIMENSIONS ANR"
NOTES TAKE PREFERENCE.
CERTAIN DATA SHOWN HEREON BASED ON
ENGINEERING PLANS PROVIDED BY CLIENT,
PURPOSE OF SURVEY: TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
10' DRAINAGE/UTILITY EASEMENT
5' DRAINAGE EASEMENT
2 ju S 69-40'43" E (P&M) 110.00-
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No 10
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a.
LOT 92 # LOT 324
HIDDEN RIVER PHASE ONE A
(PLAT BOOK 74, PAGES 101-121)
tV
WI
(A
FIR 5/8-
NO ID
LOWEST FLOOR ELEVATIONS:
9 LIVING AREA: 74.7'
GARAGE AREA: 74.34'
DESCRIPTION: ELEVATIONS REFERENCED TO
LOT 92, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE B", NATIONAL GEODETIC VERTICAL
AS RECORDED IN PLAT BOOK 076, PAGES 077 THROUGH 082, DATUM OF 1929. MEAN SEA
OF THE PUBLIC RECORDS 0 F PASCO COUNTY', FLORIDA. LEVEL= 00.00 FT.
APPARENT FLOOD HAZARD ZONE- "X" COMMUNITY PANEL NO. 120230 0460 D EFFECTIVE DATE: 9/30/1992
Project Numbe,, 'lSquore Feet: 6639.60 LENNAR HOMES
dwilAs
STORY
POOL ENCLOSURES
SCREEN ROOMS
GLASS & VINYL ROOMS
CARPORTS•
Family Owned & Operated For Over 30 Fears®
QUALITY WORK
AT AFFORDABLE PRICES
(813) 061-1764
Fax: (813) 968-6685
Email:
SCC 131149714
PROPOSAL SUBMITTED TO
f— PROPOSAL NO. SHEET NO.
P&f550IR
STRET 10JOB NAME Y t5teSfrebtarK-e L
CITY STATE and ZIP CODE
2-ePhV-q'-l15'C E(
DATE JOB LOCATION
3TS Ye 0 C /
PHONE
DATE OF PLANS ' JOB PHONE
L'10A le P, ®� 7- 4('15- 63 Sj5
WO 44 Se
COLOR
1
l-r-
SCREEN Cha00
77
PAN COLOR
GUTTER _FI-VA-Z IC
,
KICK PLATE 61-0,4 X C
EXTRUSION L?1041
ATTACH TO:
V-C 4)(0 OPACrc-p �e 4J h o&Ad o,-1
WALL
FASCIA
rl A C 1°e ppro 41
HEIGHT el(v
I AS+ ca,lj f; ro. z -r 1,k A, en %,m A III( K 1r� P144C
OVERHANG
MANSARD
're,+ 0-F \1"4115 \4,,'4 OAe P oo
GABLE
FLAT— to
LA5 +all 3ff j.4S'-1A-fCJ 504jed J-dcr g%Pf-14)r),.,oc44rly
DOORS OA
2. 0 w #4 k o., IFAA eA IV 3 WHrt
SUPER GUTTER
i
WINDOWS
INSULATION P-0-
PAN ROOF
BONDED ROOF
CONCRETE 116ey
NOTE ANDERSON ALUMINUM WILL NOT BE RESPONSIBLE FOR ANY REQUIRED ELECTRIC UNLESS SPECIFIED ON THIS CONTRACT.
YOU MAY CANCEL THIS TRANSACTION WITHOUT PENALTY OR OBLIGATION WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL, ANY PAYMENTS MADE BY
FOOTER 'e
YOU UNDER THIS CONTRACT WILL BE RETURNED WITHIN 10 DAYS AFTER YOU GIVE WRITTEN NOTICE TO THE COMPANY OF YOUR CANCELLATION. IF YOU CHOOSE TO CANCEL
AFTER THE THREE DAY RECISION PERIOD YOU WILL BE RESPONSIBLE FOR ANY EXPENSES INCURRED BY THE COMPANY, THIS WILL INCLUDE BUT Is NOT LIMITED TO SALES
COMMISSIONS AND PERMITIENGINEERING EXPENSES.
IVIC VrOP05C hereby to furnish material and labor - complete in accordance with above specifications, for the sum of:
dollars
to made 2 follows:
1 00 vwi fq13C4` r.-r�e 6aACt-,---t-1P il 4, 3eO r, A 1!�: 6 An n A
3/3/2021 Florida Building Code Online
EM 01 M
UWABMWAMUMM
BCLS Home I Log In 1 Use, Registration I Hot Topics ! Submit Surcharge I Stalts & Facts 1 Publications I contact Us I W
13CIS Site Mp I Links
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Product Approval
USER: Public User
pM"gLAp.QLqypLM n > Er D r IaL -U*netai7
> Al2RLdl _jg > Appli
FL #
FL15491-R5
Application Type
Revision
Code Version
2020
Application Status
Approved
MMMMMMR�
10,11190
Address/Phone/Email
rf• I �0- M,
350 Burbank Rd.
Oldsmar, FL 34677
(813) 855-2627
info@structall.com
Frank Bennardo
•
Evaluation Report from a Florida Registered Architect or a Licensi
7rofessional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L. Bennardo, RE.
Evaluation Report
Florida license PE-0046549
Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company
Quality Assurance Contract Expiration Date 06/01/2021
Validated By Keith E. Lorinos, PE
Validation Checklist - Hardcopy Received
Mom=
-Tf
suls"law Y=
ASTM E72 1998
ASTM E72 2005
ASTM E84 1991
W.- ME=
M Uno rMOMM7511111
■ IMMOMME=
Date Submitted
Date Validated
Date Approved
9MMOWNW01MISM
M el, Number or Name Description
15491.1 Snap-N-Lock Panel
Steel Skins
Urnits of Use installation Instructions
Approved for use in HVHZ: Yes 15491 R5 11 QWQ,pd
Approved for use outside HVHZ: Yes Verified By: Frank L, Bennardo, RE. PE-0046549
Impact ResistAnt, No Created by Independent Third Party: Yes
Design Pressure: +99/-99 Evaluation Reports
Other: See installation instructions for maximum ultimate and 5421 95-AL—LVAL-W
allowable pressures. See Installation for panel limitations & Created by Independent Third Party: Yes
spans.
The State of Florida is an AA/EEO employer. QrjyjJghL22QZ:ZQjZ_State _Qf Ugad
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sent
mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395, *Pursuant to Section
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45.5, F.S. must provide the Department with an email address if they have one.
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal addi
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
Credft Card
tint\safe
. . . . . . . . . . .
IN
. . . . . . . . . . VISION
U
AS DA',,_I!!,,rn I r,� t:a, "n a %j ct r', Erl 0 n ncm r 1 3 e
*Plan Types:
Screen Room [:]Sun Room[:] Fill In
Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Sp
—D Expansion View (Non Standard)
Car Port [:]Patio Cover
Pergola
SVAmmIng Pool (Non Standard)
JSummer Kitchen (Non Standard)
Other
- - F__l - - - -
*Contractor/Company Name: ANDERSON ALUMINUM, INC
Wdress: 6214 W. LINEBAUGH AVE
TAMPA
*ZIP Code: 33625
*Phone/Fax: 813-961-1764 813-968-M5
*Email: anderson.aluminum@verizon.net
*Choose One:[] mail E]Plckup EIE-Fue E]Fed EyjUpS* 3 9 Of Copies
0 Single PDF
[I Each Pap Separate
*(For FedEx option go to,%, ,id qrqWde11S'Wq11(A1 and provide FedEx/TJPS account#)
P JCheck RICredit Card�
ayment,
-1 to pa
',ffor Credit Card option go to wwwal �i S iL' y by credit card)
zdih
Engineering prepared by:
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IV
Engineer. Michael Thompson,
4401 Vineland Road- Suite A6 Orlando, FL 32811
.Office:888-607-0747 or 407-734-1470 Coll: 407-721-2292
Project Manager Paul Thomas 386-479-9504 Fax 888-923-8181
Email: atuminu n,," RLvp__
Website: wmitniv.46 m-inumscreendesinn-com cAmeg3o
0
Roof Type: 3 1
MOMT M11;0_4L1 31;g to.t
Front Wall: Uprights 2 X4 Top pkft 2 X4 Bottom plate 1 X2 Chair Rail 2 X2
Side Wall:Uprights .',k.' Topplate .l Bottom 'iq
Roof Ridge Beam (gable style): Beams x Kick Plate 16",
Pool Screen/Cage
Roof Connecting to: []Gutter []FasdaE]Block Wall []Conventional Wall 0 Riser
Root Beam x Front Wall: uprights X Pudin X Chair Rail X
Expansion Post
FjCar PortE]Patio Cover or X Pergola (pergola material E] Aluminum F-1 Wood)
Roof Type:E] Insulated s Pan Roof -_ " 0 None (Pergola Only)
Roof Connecting to: []rxu—ftr [] Fascia [:]Block Wall _DConventlonal Wall [_14thWall
Beams M, ;� .. m Post
to Pergola
,z4!' ,
Ribbon Footer w s z
her®
Note: the event that there is a conflict with the design plans and general rx4as and design gn standard, .h wntractor shall
-------------
h I% i. '.�: .� ,�, ,�: ♦ f w „� ! .::� !� (! J !".!` t ,S {^ !�r'7! N !' M.l' i" l+t.i ! «�,
General Notes & Desi2n 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 2020 (7" Edition)
Aluminum Design Manual 2020
ASCE 7-16
Desi
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psf)
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 I 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 Reguirements:
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 pef
Internal angle of friction = 30 degrees
Coef£ Of friction between footing and soil = 0.5
Michael Thompson, P.E. 447509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.corn
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Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design. ( "!I
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. 1 0
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 metbacrylate 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 912 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.
For bottom plate and column base, secure with r/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively
into concrete footer.
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'-6" 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 1/4"
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 Al 85
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.
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
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.
Beams c& 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
San
2 X 3
6'-0"
2 X 3
8'-0"
3" Spans 13'-6"
3" Spans 15'-0"
6" Spans 20'-0"
2 X 4
8'-6"
2 X 4
8'-6"
2 x 5
10'-0"
2 x 5
9'-0"
2 X 6
1214"
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, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80.
Edge Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
Vinyl, tempered glass, and acrylic panels:
Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by
a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds
exceed 75 mph (34 m/s)." visible when the panel is installed.
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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EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH 910 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) 410 4" PER PANEL
2X2 POST .046 OR GREATER
2 HINGE
2X4 FRONT WALL TOP PLATE
HINGE LOCATIONS
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EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C.
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of
ImamAlifirsfinw0la
(OPTIONAL) KICK PLATE IS ATTACHED TO
STRUCTURE WITH 910 1" 6" FROM ENDS 18" O.C.
EXTRUDED FASCIA IS ATTACHED TO 3" C CI IANNEI, IS A ('TACT ILD I IIRU FASCIA INTO RAFTER TAILS WITH,410 2" 6" FROM
3" INSULATED ROOF WITH 410 1" 6" ENDS 24" O.C. & TO 3" INSULATED ROOF WIPH (6) 410 1" PER SIDE
FROM ENDS 24" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 410 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CL,IF
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) #10 3" OR,
CAPRI CLIPPED WITH (4) 410 1" PER CLIP OR
BLIND CLIPPED WITH (4) 910 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 410 2" OR,
CAPRI CLIPPED WITH (4) 410 1 " PER CLIP &
BLIND CLIPPED WITH (4) 910 1" PER CLIP
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DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEP"FH
" INSULATED ROOF IS ATTACHED TO
.LUMINUM STRUCTURE WITH 410 4"
" FROM ENDS 24" O.C.
SIDE WALL TOP PLATE
IX2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
2X3 SIDE WALL UPRIGHTS
2" X 2" X 1/8" ANGLE IS ATTACHED TO
UPRIGHT W/ (2) #10 1" & INTO CONCRETE
W/ 2-1/4" X 1/4" TAPCON
2X2 CHAIR RAIL
IX2 IS ATTACHED TO CONCRETE WITH:
2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PAVERS
OR 410 2" IF TO WOOD DECK 6" FROM ENDS 24" O.0
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS 01, THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALI, WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 10 L4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
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
4. 4 a'
MICHAEL THOPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 3281.1
P.E. # 47509
, , � • f A#30930