HomeMy WebLinkAbout20-22419 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22419
y BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22419 Address: 38818 9TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-10800-0190
Improv. Cost: 4,500.00 .OWNER INFORMATION
Date Issued: 1/31/2020 Name: VINCENT ZECHARIAH & STACI
Total Fees: 97.50 Address: 38818 9TH AVE
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542
Date Paid: 1/31/2020 Phone: (813)312-5443
Work Desc: CONSTRUCT SCREEN RM W/SLAB
CONTRACTORS APPLICATION FEES,
BAHR'S ALUMINUM INC BUILDING FEE 97.50
ellA.2
Ins ections Required
FOOTER 2 N D R U H PL U M B MIS(; INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY-
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications 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.
7CONTRACIbR SIGNATURE PERMIT OFFI R
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
Date Received �C
1 1 1 1 1 1 1 1 Phone Contact for Perm'tting 1 $A 3 �82" 13
I 1
Owner's Name 7GCw1 T G V mce_ Owner Phone Number $�3 312-5���
Owners Address 325$19 9 - Ave- Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address p JOB ADDRESS 3$S, 1 ' Ave- �l��r 33��Z LOT#
SUBDIVISION PARCELID# II- -Z)-000- Qom--D)90
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTRff ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK Ale%j Screenrooyn or) co'Cv-e'-e
BUILDING SIZE 1 12 X 2-1 1 SQ FOOTAGE Z 2 HEIGHT S/
®BUILDING $ Z/, VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ CJv AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ e Z&414
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS
_ = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER 9 COMPANY SolvrS IlAI11 1 n U t'l
SIGNATURE REGISTERED / N FEE CURR/E►N p /� N
Address S� & �� ��V Z- 1r� 3 � License# C�C6r
ELECTRICIAN COMPANY
SIGNATURE F REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address r I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(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 w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsRarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit 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 Attomey(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(PlottSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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 properly 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 I, 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, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland 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 V'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 days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMKNCEMENT. !
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and swom o rated efo a me this
by by
Who is/are personally known to me or has/have produced Who is/are pe nown to Me or haslhave produced
as identification. as idenfrficalion.
��.SL�vE PA��i/
NotaryPublic �.•p�M\SSION
otary Public
Commission No. omrrsioo.
7C a�0®
Name of Notary typed,printed or stamped O&VOMa sd oO t�ped
J
Sgh
O ��
City of 2 e-phyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
Permit Type: (SC CA I-M S covke�
Approved Who comments: Approved w/the below comments: 0 Denied w/the below comments: 0
------------
This comment sheet s be kept with the permit and/or plans.
JAN 2 9 2020
Kalviv�Y! itzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#2020012139 OR BK 10041 PG 2199 Page 1 of 1
01/23/2020 01:06 PM Rcpt:2128360 Rec:10.00 IDS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Pemm No. Parcet IO No
NOTICE OF COMMENCEMENT
r
Stills or f�er i.1� County of_ R5,CA
THE UNDERSIGNED hsrsby gNm noti a ttro Improwsment wm be made to arleh real Propsfy,and In mwdm=wMh Chapter 713,Fbrtde Statutes,
aw foevahp hfamolen Is prvAded in this Notce of CAmmenoMrnt
1. Dssaipbon of PropW.Peat Idenncdon No.
street Address: 3881>S g�' Ave, z e " Us, PL. 33SU z
2 General DesalpIton of Improvement lJe-0 on III," C W�
3. Owner Information or Losses Information 0 the Lessee antradsd forthe Improvement
32 s 1 jeo" 19 As. g CRY ��l�;(lam
Addres Stew
Iitsrset In Properly 0I4 13 -
Name of Fee Shorn Titleholder.
(It different 6om Owner 5sted above)
Addmsscry
'1 T IO. Contractor: [wl MAdSYt1'1 Sftft
Na,`e 81Qo7 G41( 3lv�l ZcQ�Lut�►;as �[..
Address ctty State
Con raaors Telephone No.: '7S2-'as 1_R
5. Surety.
Name
Address City State
Amount of Bond:i Tdepeoe No.:
8. Lem
Name
Address city Stale
Lenders Telephone No.:
7. Petsorn within the Stste of Flortds dssWmtmd by tie OVA* upon whom nA or otter docurn nts msy"bo served a owdrd by
Section 713.13(1xs)(7),F7orlde Statutes:
Name
Address CIly State
TGW,orN Number of Oselpnsled Person:
s. In addMron to himsed,ens owner desovda of
to receive a copy of the l l acre Notice as provlded in Sedan 713.13(1xb).Florida Statutes.
Teloomne Number of Perron orEnft DeaVated by Owner:
B. E*mtion date of Notlos of Commencement(the expiration daft may not be before the completion of consuucflon and final payment to the
ooneactor,but wilt be one year earn tie deft of neardrr0 rarbsa■dMfMent time Y tpeWlledk
WARNING TO OWNER: ANY PAYMIRM MADE BY THE OWNER AFTER THE EVIRATION OF THE NOTICE OF COMt iNCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 71& PART 1 SECTION 713.1�, STATUTES.FLORIDA AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPOF A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND MOM ON THE JOB SITE BEFORE THE FIRST INSPECTION. E YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
111111111f/
Under penally how read tin forega ft nnotla of commencement and dw the teas stood Mereln am bite to the beat
of my
�
COUNTY OF PAS . 6 •••�F
• y ? + nebae of Owner or Losses,or 0~4 or Lessee'o Auftdzed
f OMfterfolmelormaNerAftn"er
#GG331847
.�ypJ��..,aa ' `c. slpnf0orye TmeralNs /
The fom0otrr0In ftprvra'"M This��of 30'vd,by S�eaci V nc ,J ,-
�4 B 0 l lY1 es OM of suffraft e.g..olker,berates,atlornay In fad)for
//IIIIIHIp Owns of paror Indrurnentvrssemcutsd}
Perowt*Known O QR Produced�dwM-tionIX7 Noary Sialoue
Type of IdsntlSradon Produced �Dy Nnime(Pon!)
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wpdoaibah W searmn@noemsrd_pe05301a
STATE OF FLORIDA, COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
' ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
Awlai'm .: w`ITNES MY HAND ND OFFICIAL SEAL THIS
In Goflve7rusY `/ vi
2 „_ _
Y a
LERK& "PT ROLLER
j887 BY, DEPUTY CLERK
S
BA6s Aluminum Consdruc -jan
v��n� �k�s�ctance � w
38$!S q4' Ave
Zcp� cliff U5, ML. 33542
Parcel -XD : �1-Zlv-`3�-UUtO- IDSC.U-D190
-7s'
3v
4�
N pN►G
ALL WORK SHALL COMPLY WITH PRE NUNG �
CODES FLORIDA BUILDING CODE,
NATIONAL EL;:CTRIC CODE, 45.1
AND THE COY OF ZEPHYRWII
ORDINANCES
REVIEW DATEJAN 2� g 2020
CITY OF ZEPHYRHI
PLAN EXAMINER
q5'
9,+h
'Business ' Professional
a1 I . a Regulation
BCIS.HomG.J-'Log In J;UserReglstration:J Hpt Topics J Submit Surcharge"J:Stats&Facts.l Publications J;Contact Us,'J"BCIS•SIte.Map .J Links'"J,search;J ,
Florida.
Product Approval " .:
,a USER:Public User
Product Approval�Menu>Product or AgWication'Search>Application List>Application Detail. - -
` r FL# FL7561-R4
Application Type Revision .
•
Code Version- 2017 ..
Application Status . . Approved.
Comments
" 'A rchived
Cl.
Product Manufactures Elite Aluminum Corporation
Address/Phone/Email" 4650 Lyons Technology Parkway "
Coconut Creek;FL 33073
(954)949-3200'."
dk@dokimengineering.net:
Authorized'Signature :Do Kim
• dk(c�dokimengineering.neC
Technical'Representative. Bruce Peacock "
Address/Phone/Email 4650 Lyons Technology Parkway ;
Coconut"Creek,"FL 33073 "
-
(95Q).949 320Q
bpeacock@elitealu minum.com
Quality-Assurance Representative
Address/Phone/Ert)ail. ...
Category Roofing . . .
Subcategory Products Introduced as a.Result•of New Technology'• .
Compliance Method Evaluation Report from a Florida Registered Architect or.a Licensed Florida .
Professional Engineer, .
E). Evaluation Report-Hardcopy Received". .
Florida:Engineer or.Architect Name who developed the.Do Kim,P.E.°
Evaluation Report'
Florida. -
Florida License . PE-49497"
:Quality Assurance Entity ; '. QAI Laboratories
Quality AssuranceContrack Expiration Date 12/30/2022
a Buckner,P.E.@ CBUCK Engineering
Validated By -" James L Buck
C31'Validation Checklist-Hardcopy'Received "
Certificate,of Independence" FL7561 R4'C0I Cert of Indepeitdgnce.pdt..
-Referenced,Standard and.Year(of.Standard) .
Equivalence of Product Standards
Certified-,By.
Sections from the Code
1709.2
Product Approval Method Method 2 Option B.
Date.Submitted 08/15/2017
Date Validated 08/16/2017 . . .
Date Pending FBC Approval .08/20/2017 .
Date Approved 10/10/2017
Summary of Products'
FL.#- Model,Number or Name.: Description
7561.1 Aluminum/Aluminum Composite; Y/4"/6"x0.024"x11b EPS Composite Panel,3"/4"/6"x0.032x1lb
Panels EPS Composite Pariel,.3"/4"/6"x0.024"z2lb EPS Composite
Panel' 3"/4"/6"z0:030'x2lb EPS Composite Panel,
Limits of,Use Installation Instructions
Approved for use in HVHZ:-Yes. 1`1_7561 '114 II 2017 FBC-Elite Aluminum Co -I�.
Approved for use outside HVHZ:Yes In r ct:pdf.
Impact Resistant:'No. Verified.By:.Do'Kim,P.E.PE.49497 ' .:
Design Pressure:.+80/-80 '.'. Created by IndependentThird Party:Yes.
Other::In HVHZ,notto be used in.structures considered living Evaluation Reports
areas per FBC Section 1616 unless impact protection is FL7561 R4 AE-FL 7561 Evaluation Rebort-2017 FBC&
Provided..See installation drawing for nominal allowable design -Created by Independent Third Party: Yes:
pressures and spans.
. - Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:'850=487-1824'The State of Florda is an AA/EEO employer.Q2pyright 2007-2013 State of Florida::: r v cy_Statement::AccessibilitdStatement:i R'efund'Statement
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 send electronic-
- mall to this entity:instead,contact the office by phone or by traditional mail:If you have any questions,please contact 850.487.1395.,•Pursuant,to Section 455.275(1), '
.. - .. - Florida Statutes,effective October1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If.they have one.The emails
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 address,.please
. 'provide the Department with an email address which can be made available to the public.,To determine If you are a Ilcensee.under Chapter 455;F.S:,please click here
product Approval Accepts: .. .: .
Credit C ardl
Safe;
ELITE 'PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). .
3' x 0.024 x "1 - 'LB EPS PANELS 3' x 0,032 x 1 - LB EPS PANELS 3' .x 0,024 x 2 LB- EPS PANELS 3' x 0,030 x 2 - LB EPS PANELS D O KI M
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 4 ASsoCIATES,LLC
NET. MAX. ALLOWABLE SPAN (FT). NET - MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX..ALLOWABLE SPAN (FT)
ALLOWABLE - ALLOWABLE ALLOWABLE ALLOWABLE CONSULTING
LOAD (PSF.)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120. L/180 L/240 LOAD (PSF)I -L/80. L/120 L/180 L/240 LOAD (PSF)I. L/80 L/120 L/180 L/240 "STRUCTURAL -
" 10 16.17 15.76 15H3. 14.10 10 17.59 17.50 16.91 15.96 10 1933 IBAS IB.31 17.66 ]0 20.11 20-03 19.42 i8.B1 ENGINEER S
20 13A4 _33.44 12E2 .10.35 20 16.64 15.96 .14.06 12.16 20' 18.11 .17.66 16.36 .ISA6 20 .19.02 " IB.B1 17.58 16,35
30. 10.78 9.22 - 6.41 .6.60 30 15.17 14.06 1121 836 30 16.00 16.36• 14.41 '12.46 30 17.93 1758 15.73' 13.89 PO BOX 10039
40 ;922 9.22 '.6b0 2b5 40 13.69_ 12.16 8.36 4.56 40 15.49 15.06 12.46_ a'61 _ 40 16.83 1635 13.89' .11.43' Tompe,FL 33878
50 8.17 8.17. 3.79 - 50 IP-22. 1026 5.51 0.76 50 14.18 13.76 10.53 50 15.74 15.12 12.05 837 Td:(013)9574M
7.40 639. 0.98 - 60 10.75 IL36 2.66 - 60' :12.87 12.41 8.1' 60 14.64 1329' 10.21� �6.52 70 6.81 4.51 - - 70 927 6.46 - 70 IIS7 1116 6.62 70 13.55 12.66 836 4.06- Ro.� Description
80 633 2.64 - - 80-" 7b0 - 456, - - -BO: 1026. 9.86 : 4.67� BO 1296 -- 11.93 "652. - Ib0 -
4' x 0,024.x 1 = LB EPS PANELS 4' x 0.032, x.I -..'LB- EPS PANELS 4': x:0.024'x-2" ,-" LB EPS PANELS 4' x 0,030 x 2 - LB EPS PANELS "
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT) NET MAX,'ALLOWABLE SPAN (FT) ' NET
MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) -
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
'LOAD.(PSF)I. L/80 L/120 L/I80' :L/240" LOAD (PSF)I L/80 L/120 :L/180 L/240 LOAD (PSF)I L/80 :L/120 L/180 L/240 LOAD <PSF)I ' .L/80 L/120 L/180 L./240
.10 19.00 19.00. 1717 1653, 10 20.50. 2050' 20m 19.24 10 21.97 21.97 21.52 20.97 ..10 24.17 24.17 •24.17 -2417 _
20 15,01 15.01 15,01' 13.95 20 19.61 19.24 17A9 15.74 .20 20.77' 20.77 19.86 18.76 20. 23.64 23.64 23A4 .2311 '
30 12SD 12.50 1250' A11171 30' IB.17 17A9 14.87 12.24 30 19.57 1957 ]821 '1655 30 22.57 22.57 21.90' 21AI
40 10.97 .10.97 10.97 16.72 - 15.74 1224 8,74' 40 18.36. 19.36 16.55' 143421.51 2151" 20.39. 18.91
50 9.92 9.92 9.44 15.28 - - 13.99" '9.62' 5.25' 50 1716 17.16' I4,89' 12.13 50 20.45 20A5' 1B.BB '16.8060 9.13 943 751 60 13.84 1224 7.00 I.75 60 15.96 I5.96 13.24" 9.93 60 19.39 1939 17.37 14.70 N70652 B.52 558' 70 12.40 10.49. 4.38 - 70 14,75, 14.75' 11.5fi 7.72 70 18.33 18.33 15.86' '12.59 J Q
80 8.02 8.02 3b4 BO 1035 B.74 1.75 - "80 13.55 13.55 9.93 5.51 80" 1726 1726 1435 IOA9 :: ZQ Z d
.6'.x .0,024 x 1 - LB EPS PANELS 6' x 0,032. x 1 -. LB, EPS PANELS 6' x.0.024 x 2 - LB .EPS PANELS 6' x 0,030, x. 2 .- LB EPS PANELS o Hw-U)
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 1°a'm m
NET MAX, ALLOWABLE.SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET RL rn_ CL Z O
" MAX. ALLOWABLE'SPAN CF.T) NET MAX. ALLOWABLE.SPAN (FT) o o tL
ALLOWABLE ALLOWABLE ALLOWABLE _ALLOWABLE - 00 Y' .p Z)CL '
LOAD (PSF)I L/80 L/120' L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)! L/80" L/120 L/180 L/240 LOAD CPSF)I L/80 L/120 L/180 "L/240 E.c m U w
10 23.00 2124 21.47 20.95 10 24.00 24.00 24.00 23.42 10 23.93 2333 23.88 23.60 10 24.00 24.DO 24.00 23.84 M U F W 2D I 0
Ba6 19.06 18H6 - 18.06 2D 23.34 2321 21.82 20.22 20 23.20 2320 23.03 22.46 20 23b5 23.65 23.34 22.84 C F U ?T
30 15.13 15.13 I533 15.13 30 2210 21.63 19.42 17.02 30 22.47 22.47 2E.18 2133 30 22.94 2294 22.59 21.85 j to j (0
j Z F
4D 1334 1334 13.34 13.34 _ 40 20.86 20.05 17.02 13.82 40 -21.75 21.75 21.33 2020 40' 2223 2223 21.85 20.85 a p C Q
50 12.10 12.10 1210 10.91 50 19.62 18.47 14.62 10.62 50 21.02 21,02 20.49 19.07 50 21.53 2153 21.I0 19.86 m J O ._1
60 11.17 11.17 2117 8.43 60 18.38 16.89 1222 7A2 60" 20.29 2029 19.64 17.94. .. 60 20.82 20.8E 20.36' IBb7 'Q Q
70 IOA4 10.44 10.30 5.95 70 UL
17.14 15.30 9.82 4.22 70 1957 19.57 18.79 16.81 70 20.11 20.11 19.61, 17.B7, W(3-
U p
80 9,85 9.85 BA3 3.47 80 15.91- 13.72 7A2 1.02 80 19.84 18.04 17.94 15.68 -- -BO I9AD 19.40 18.87 16.88 � EL
UU 'Q
GENERAL NOTES LL
I." Com osite, els shall be using t 3003-H154 aluminum facin I"or.2 PCF ASTM G578 ca SEAL JOINT WITH
p pan $ypC gs rpinler brand EPS CONTINUOUS CAULKING"
adhere'to aluminum facings with Ashland Cticmical2020D ISO grip.Fabrication to be by Elite panel products only in
accordance with approved fabrication methods. W�a"
0.000" O O"O O 0 0 YI DRAWN BY. ..Ira(
2. Elite roof panels maintain a UL 1715(int)class`B',(eAt)rating and ere,NER-SOl approved: ).O"O O O O.O O O O O C' a A CHECKED BY. DYK'
3. This specification has been designed.and shall be fabricated in accordance with the requirements of the Florida Building Code SwF As SHOWN
6ih Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section"803,Class A interior finish,and . . _ UM A NGS _ 21N12
OATS
Chapter 26 Section 2603.All local building code amendments shall'be adhered to as required: INreRLDCKING CROSS SECTION OPTIONAL
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load'conditions(including - GUTTER OR
R lid Y �,Af�_
load combinations)using the dote from the allbweble loads tables end spans in this approval. SLUPE 4 MAX VIDTH INTERLOCKING Q "�CENS',It
PANEL(1/4'/FT.MIN SLOPE)
5.' DeBcction limit§and allowable spans have ticen listed to(neat FBC including the HVHZ.In'HVHZ this product shall be used jv
°O°O°O°O°O°O �F DO�I110M•P.�
idstruciures"not to be considered living areas'per Section 1616 unless impact resistance in accordance to the HVHZ 00000000000. i a EPS CORE 1LB OR 2LB O°O°O°O ,FIA-REG.NUMBERI
requirements are met. - O O O O O O aq O0°°0O0 * 1 �1J
6. Safety factor of 2.0 has been used to"develop all loads and spans from testing in accordance to the Guidelines for o o ��'tj `jx
_ o ALUMINUM BOTTOM 0° _ 1KIM/ ASSOCIATES.
Aluminum Structures Pan 1 and conforms to the FBC Chapter 16 and 20. _ ".' II FACINGS o°o fOCIA
7. Testing'has been COndaC[ed In accordance 10 ASTM E72-0$:Strength Test Of Panels for Building Construction.. I ,CLEAR SPAN(L)INSIDE TO INSIDE O O.H. % 1=
1 9•
C, . �l/IQ1�b36
,.
8.-.Reference test reports:HETI=05-1988,HETI.06-2104,HETI-OG2066,HETI-0&2105,HETI.06-2067,HETI-05-f002,HETI- oo SS"••..:.:. r1 c
06-2107;HETI-05-1987,HETI-06-2069,HETI-06-2070,HETI-06-2071;HETI-05=1994,HETI-05-1991,HETI-0&2072,' °° /O/Q
ENGINEER OF RECORD TO PROVIDE O memmne ,e,54by-
HETI-06 2073,HETL06 2074,HETI OS-1.996,HETI-03.1989;HETI-05=t993;HETI-05-1985,HETI,-OS•1995,HETI OS- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF °° 36'MAX IN FRONT 6 25%
1990,HETI-05.1997,HETI-05>2037,HETI-05-2029,HETI-05-2039,HE'f1-05-2030;HETI-05-2041,HETI-05-2048,HETI- SUPPORTING STRUCTURE DETAIL'BY WALL ANEL SPAN 000 OF
PANEL
LAT WIDTH
SID a SIDES
OS-2036,HETI-65-2031.HETI.05-2038,HETI-05-2065;HETI-05-2040,HETI 05-2042. THIS OR ANY OTHER ENGINEER. OMAX „o cc
9. Linear interpolation shall be allowed for figures,within the tables shown. Drawing No.-FL-1004
10: Panels with fan beams shall be considered equivalent tci similar panels without fan beams. Design professionals_may include EPS ROOF PANED SPAN DESCRIPTION
the strength of the fan beam to exceed shown figures as part of Site-specific en incerin - SHEET 1 OF 1 -
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
General Notes 4
FLAT WASHERS AND NUTS. HOME.
A.CONCRETE&FOUNDATION DESIGN: 3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE �����
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 TAPCON,REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING ®' .••`• •.
PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4501.17 IN eft;. �� <• ,• °�
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY.
MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY � l
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR.
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
IN LIEU OF WELDED WIRE MESH 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH • 4 ,q
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF MINIMUM 3000 PSI GROUT.
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED �`� A•"•.,,.•.... {.
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. E
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN PR(?EE AL-ENGINEER SEAL
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S ENGINEER OF RECORD:
FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE APPLIED IN CONDITIONS ACCEPTABLE TO David W. Smith P.E.
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN MANUFACTURER.FASTENERS SHALL BE A MINIMUM OF SAE
3/4". GRADE#5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608
AIR ENTRAINING+/-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 Thomas L. Hanson RE
CLEAN POTABLE WATER 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA: FLORIDA LICENSE:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. Myron Max Neal P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 101 MPH FLORIDA LICENSE:86663
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASS G-1 85.
Joel Falardeau P.E.
4. WIND LOADS:
RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SCREEN ROOF: N/A FLORIDA LICENSE:70667
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" SCREEN WALLS: 23 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, UNLESS NOTED OTHER WISE. SOLID ROOF(SCREEN WALL): 20 PSF Erik Stuart P.E.
MINIMUM
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
FLORIDA LICENSE:77605
SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS:
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
ASTM E 119 OR EQUIVALENT B.MASONRY: ASTM E 1300 6. FACTOR APPLIED ITO SCREEN WIND ENSITY SCREEN MESH: 0.88
LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FBC Plans&Engineering
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 7. LIVE LOAD: Services,Inc.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 300 1b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
TYPE M OR S MORTAR. FOR ALUMINUM PART 1-A,&I-B 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 6272 Abbott Station Dr.Unit 101
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. Zephyrhills,FL 33542
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C150 8. PROPOSED 8"X8"W/(1)#5 REBAR W/25"OVERLAP ON 3"CHAIRS W/4"MONOLITHIC Ph#(813)788-5314
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 SLAB W/FIBER-MESH FILLED W/3000 PSI SHALL BE ADEQUATE TO RESIST THE Fax#1-(866)824-7894
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 UPLOADS FOR THE PROPOSED STRUCTURE. E-mail-erb@fbcplans.com
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 9. SCREEN ROOF TYPE: N/A
HEIGHT. ASTM A615 10. SOLID ROOF TYPE: 3"X48"X0.024"ELITE EPS COMPOSITE PANEL ROOF 11b FOAM Website-www.fbcplans.com
ASTM A185 DENSITY,FLORIDA PRODUCT APPROVAL,FL 7561-R4. C.O.A.-#2 9054
C.ALUMINUM: FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16,20&23).
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. F.ABBREVIATIONS: DATE: 1/18/2020
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS
DRAWN BY:BM
0.024"SHALL APPLY. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2 x 2: 2"x 2"x 0.044"
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. REVISION: DATE:
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 2 x 3: 2" x 3"x 0.050"
1. TYP-TYPICAL
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR SIM 2 2x4:---------------------------------------2"X 4"x 0.050" RO 1
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE .SIM-SIMILAR
3. UON--UNLESS OTHERWISE NOTED 2 x 5:---------------------------------------2"x 5"x 0.050"
FACTOR DESIGN OF THE ALUMINUM DESIGN MANUAL
4.CONT-CONTINUOUS 3 x 3:---------------------------------------3"x 3"x 0.125" RO 2
PREPARED BY THE ALUMINUM ASSOCIATION, 5. VIF-VERIFY IN FIELD
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6th RO 3
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS
ALUMINUM). G.RESPONSIBILITY: RO 4
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" Job# 2O_O113_133
SEPARATION. CODES,LOCAL ORDINANCES,ETC. PROJECT ADDRESS:
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS PRO J
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
USING#12 SPACING MAY BE 24"ON CENTER. DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2"x 2"x 0.045" VINCENT
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 38818 9TH AVE
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 SMS:---------------------------------2"x 4"x 0.045" - ZEPYRHILLS, FL 33542
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 3 x 3 SMS:---------------------------------3"x 3"x 0.090"
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR.
VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
7. 1"X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING (SMB) CONTRACTOR:
ATTACHED TO HOST WITH 1/4"0 X 1-3/4"EMBEDMENT&24" MANUFACTURER. 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" BATIK'S ALUMINUM
O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:----- ------------- 2"x 5"x 0.050"x 0.118"
WOOD SCREW WHEN IN WOOD
X 1/2"EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARD x 6"x 0.050"x 0.120"
8607 GALL BLVD,
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES. 2 x 7 SMB:---------------------- 2"
2 x 7 SMB:-- --- 2"x 7"x 0.057"x 0.120" ZEPHYRHII.,LS,FL 33541
H.MISCELLANEOUS: 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
D.FASTENERS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
300 18-8,WITH STANDARD FLAT WASHER UNLESS THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH NOTES
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO TUBE SECTIONS S- 1
2x2:---------------------------------------2"x 2"x 0.090"
DOOR LOCATION MAY BE DETERMINED
IN THE FIELD BY THE CONTRACTOR.
cj
.tom
W 1O Yr o
cT:f
as
GINEER SEAL
1 x3 S-3 ENGINEEk OF RECORD:
David W. Smith P.E.
Si FLORIDA LICENSE:53608
O ill S3
Thomas L. Hanson P.E
O FLORIDA LICENSE:38654
2X3DJ _1 �II Myron Max Neal P.E.
0 I I FLORIDA LICENSE:86663
1 F _ II Joel Falardeau P.E.
S-3 FLORIDA LICENSE:70667
2X3DJ 0 II
I o QII o " Erik Stuart P.E.
N 1� 3X48 X0.024 COMPOSITE FLORIDA LICENSE:77605
m 111 I PANEL ROOF
o o nil ; FBC Plans&Engineering
oX z I Services,Inc.
I w �II K S
6272 Abbott Station Dr.Unit 101
N X i l l Zephyrhills,FL 33542
1 N O Ph#(813)788-5314
1X2 - L Fax#1-(866)824-7894
LL--
——— ———————————
Website-www.fbcplans.com
C.O.A.-#29054
17'-0" 4'-0"
—O , DATE: 1/18/2020
DRAWN BY:BM
PROPOSED 8" X 8" REVISION: DATE:
W/ (1 ) #5 REBAR & Ro 1
4" MONOLITHIC SLAB Ro2
RO 3
2X3 EDGE BM RO4
N m m Job#20_0113_133
PROJECT ADDRESS:
VINCENT
x 38818 9TH AVE
ZEPYRHILLS, FL 33542
2X3(typ)
ONTRACTOR:
1 X3(typ)(ty p) BAHR'S ALUMINUM
8607 GALL BLVD,
6'-8"_______ ZEPHYRHILLS,FL 33541
(typ) sH4
S-3
FLOOR PLAN
S-2
UPRIGHT
• SECONDARY ANGLE MIN rw "
(4)#10X3/4 SMS REQUIRED FORZX3 C h
FASTENING SECONDARY ,
ANGLE TO COLUMN(TY MEMBER) a;1 V t'\
EACH SIDE) PRIMARY 2"X 2" Cr;_1 a� s 4
X 0.125"ANGLE W ;
(B)-CONCRETE SCREW (3)#10 X 3/4"or(2)#12 SMS
#10 X 4"SMS W/1-1/4" ANCHOR INTO SECONDARY I FASTENING COLUMN TO . Q 125rROOF
NEOPRENE ANGLE(TYP EACH S[DE)(SEEAPER PANEL PANEL O0PTI0N#1 OPTION#2 O_ RECEIVING CHANNEL (SEES-2 FOR SIZE TYP) JrD is '
(4)#10 x 1 J2"SMS ANCHOR SPA PROFESSIIFfNAi E FIFER SEAL
-_--_--_--_- --_--_--_- INTO SCREW /-OR ANGLE EA.SIDE(typ) (MIN)(TYP)($EETABL ) (1)- CONCRETESCREW(SEE
BOSSES (.0625"THICKNESS) d TABLE)ANCHOR INTO PRIMARY ENGINEER OF RECORD:
--- - - - ---- ANGLE AND @1/4 0 CONCRETE
_____ • ___= 3"(MIN) SCREW ANCHOR@ David W. Smith P.E.
24"O.C.BETWEEN COLUMNS FLORIDA LICENSE:53608
jI_II NOTES: (TYP EACH SIDE)
2"X2"OR 2"X3" (2)#10x 3/4"SMS 1/4"0 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E
2"x2"x3"x 0.062"MIN.ANGLES TO PURLIN OR GIRT (typ)EA.LEG)
Concrete Screw ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE:38654
2"X 3"EDGE BEAM POST&EDGE EBAM W/(4)#10 x (TOTAL 6 SCREWS RC.(8) Column Anchor 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
It 1/2"SMS OR(3)#12 SMS EA.LEG SCREWS ANGLE EA. Size SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW Myron Max Neal P.E.
CONNECTION) B Min.Spa LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE:86663
2x3-1/4" 0 0" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
2"x 3"UPRIGHT 2x4-1/4" 1 3" WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E.
2x5-1/4" 1 3" 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FLORIDA LICENSE:70667
2x6-3/8" 1 4" ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPRO` D
PURLIN OR GIRT TO BEAM OR POST DETAIL 2x7-3/8" 1 5" BY ENGINEER p Erik Stuart P.E.
OS ROOF PANEL TO EDGE BEAM CONNECTION DETAIL S-4 SCALE:NTS 2x8-3/8" 2 3" 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE /" FLORIDA LICENSE:77605
2x9-3/8" 2 4" CONNECTIONS AS 2X4 SHOWN IN TABLE.
S_3 SCALE:NTS 2x10-3/8" 2 45" 5.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTION SIMILAR IF
CONCRETE LINTEL.IF WOOD LINTEL SUBSTITUTE 1/4"OX 3"LAG FBC Plans&Engineering
SCREW FOR 3/8"O LDT FOR BOTH PRIMARY&SECONDARY ANGLES. Services, Inc.
6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER 6272 Abbott Station Dr.Unit 101
G 2"x 3"OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS Zephyrhills,FL 33542
S_3 SCALE:NTS Ph#Fax#(813)788-5314
1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
EXISTING HOST STRUCTURE
DATE: 1/18/2020
BREAK FORM HEADER OR
DRAWN BY:BM
HINGE LOCATION- RECEIVING CHANNEL EXISTING MASONRY
WALL GROUTED REVISION: DATE:
SOLID
iii 2"x 2"EXTRUSION #10 SMS AT EACH RISER H_---1 @ CONNECTION RO 1
2"x 2"EXTRUSION O O
FOR PAN OR#10 SMS @ R02
III 8"O.C.FOR COMPOSITE PANELJ_00
HINGE LOCATION DOOR 1/4"0 X 2-3/4"EMBEDMENT RO 3
SOLID ROOF I I JMASONRY SCREW 3"FROM
2"x END BEAM
END&@24"O.C. RO4
(SEE SHEET S-2 FOR SIZE) I Job#20_0113_133
2"x2"x.062"x BEAM DEPTH' I PROJECT ADDRESS:
II I RECEIVING CHANNEL
W/(1)1/4"0 x 3"CONCRETE VINCENT
III ANCHOR INTO WALL& 1X2"OPEN BACK 38818 9TH AVE
HINGE LOCATION (4)#lox 3/4"SMS EACH
#10 SMS @8"O.C. SIDE INTO BEAM ZEPYRHILLS, FL 33542
1-1/4" FOR COMPOSITE PANEL
(MIN) NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW
NOTES: (2)#10 SCREWS PER 12"
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 5/8"SMS MINIMUM. WIDTH CONNECTING ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZEAND EMBEDMENT AS THAT CONTRACTOR:
OF MASONRY ANCHOR SCREWS
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. PAN TO HEADER(BOTTOM .
3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 5/8"SMS. FASTEN A ORB ACK OF PAN) SZ BAHR S ALUMINUM
END BEAM TO HOST STRUCTURE DETAIL
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1"SMS @ 12"O.C.AND WITHIN 3"FROM (2)#10 X 2"SCREWS PER 24"WIDTH CONNECTING SCALE:NTS 8607 GALL BLVD,
END OF THE UPRIGHT. HEADER OR CHANNEL TO FASCIA&RAFTER. S-3 ZEPHYRHILLS,FL 33541
S 1 ROOF PANEL TO FASCIA CONNECTION DETAILS
F TYPICAL SCREEN DOOR CONNECTION DETAIL S-3 SCALE:NTS
S-3 SCALE:NTS DETAILS
____________________ ____________________ __________________ S- 3
SR I G'`�F:
' � �``Cr ,�`�5L•. .dos"�'�
� • rho �� t `
GRADE
o �
I (1)#5 REBAR CONTINUOUS W/25" Bo�a, ES NGNEER SEAL
EI
OVERLAP AT ALL JOINTS ON 3" PROF
8�� CHAIRS
TYPE II MONOLITHIC SLAB ENGINEER OF RECORD:
MODERATE SLOPE FTG David W. Smith P.E.
SLOPE:2":12"-3":12"
FLORIDA LICENSE:53608
Thomas Hanson
NOTES FOR ALL FOUNDATION TYPES: FLORIDA LICENSE:
P.E
1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE Myron Max Neal P.E.
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING FLORIDA LICENSE:86663
OF CONCRETE.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND Joel Falardeau P.E.
COMPACTED PRIOR TO POURING OF ANY CONCRETE. FLORIDA LICENSE:70667
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
Erik Stuart P.E.
cD
FLORIDA LICENSE:77605
TYPE II MONOLITHIC SLAB FOOTING FBC Plans&Engineering
Services,Inc.
6272 Abbott Station Dr.Unit 101
Zephyrhills,FL 33542
Ph#(813)788-5314
Fax#1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
DATE: 1/18/2020
DRAWN BY:BM
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 20_0113_133
PROJECT ADDRESS:
VINCENT
38818 9TH AVE
ZEPYRHILLS, FL 33542
CONTRACTOR:
BAHR'S ALUMINUM
8607 GALL BLVD,
ZEPHYRHILLS,FL 33541
DETAILS
S-4