HomeMy WebLinkAbout20-578 City of Zephyrhilis l�,I fl
9,W-MB.9 R,!PWRAIUNTI
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000678-2020
Phone: (813)780-0020
Issue Date: 09/17/2020
K Fax: (813)780-0021
Permit Type: Add/Alter (Residential)
�4, Prbpeft`N e ,
04 26 21 0110 00900 0050 1 6365 Cobble Bliss St
P erm
imation ��97,110WIT044ri
Name: ALEXANDRA PRADO Permit Type:Add/Alter(Residential) Contractor: ROLLSHIELD LLC
Class of Work:Add/Alter Residential
Address: 6365 Cobble Bliss St Building Valuation:$10,800.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$750.00
Phone: (813)750-2048 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 n/ ��// J//
Total Valuation:$11,550.00
0/
Total Fees:$208.50 4( )
Amount Paid:$208.50
Date Paid:9/17/2020 10:45:24AM
I
t-- 4— c P p lon,;,, 4,4 1 OWN P
I SUNROOM WELECTRIC
00 anon Fees MM, 0 .,Nn,
Electrical W'N EWz a*M
Permit Fee $45.00 Building Plan Review Fee $47.00
Building Permit Fee $94.00 Electrical Plan Review Fee $22.50
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 subsequent reinspection.
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 permit 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 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.
CONTRACTOR SIGNATURE PE IT OFFICE0
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
/4 - 8t-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 2'-lr
l
Phone.Contact for Permitting
Owner's Name e d p- -Pro-
d (� Owner Phone Number L 3 - -1 SD
Owner's Address tas, Cob i,4C S Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS t- I S S S • LOT#
SUBDIVISION Sr wt --R PARCEL ID# dy- 2lo--2-1 - O(QD- QQ O D" SC
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
E
INSTALL REPAIR
PROPOSED USE �� SFR COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK 5+CL t k aL C O 5 Ub vi, I t3JIn de i
BUILDING SIZE SQ FOOTAGE HEIGHT
UILDING VALUATION OF TOTAL CONSTRUCTION
EO-ELECTRICAL $ AMP SERVICE PROGRESS ENERGY = W.R.E.C.
�7
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO I If
\/
BUILDER COMPANY
d 51�-
SIGNATURE REGISTERED Y/N FEE CURREN
Address I T1 Vuo e,(,C0-rVJ&+e-r 337(oS License# E- l�5l3oa�f
ELECTRICIAN , COMPANY 2 a-r-e-
SIGNATURE REGISTERED Y/N FEE CURREN Y/
Address License
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
. Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address I License#,
at-s1ttLI[1t.il1ttf Its 11fIftl.if91C1Q!a Itt watts Est atatl9If111I1tt1Est<n1[sII Est fix■.1-TV1l.11.1E9st
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 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 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.
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
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 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 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.1 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 ATTQRNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT-
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me this Subcrib d ands to ffirned)b fore th's
by y DD
Who is/are personally known to me or has/have produced W o is/are rsonally known tom or has/have produced
as identification. as identification.
Notary Public V. '�,Oltor Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped AMANDA
Notary Public,State of Florida
My Comm.Expires Dec.01,2020
No.GG 52057
INSTR#2020077088 OR 13K 10101 PG 1742 Page 1 of 1
05/13/2020 01:45 PM Rcpt:2161506 Rec:10.00 IDS:0.00 IT:0.00
` Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No,04- Z(o-21- OI t0---DD-q pp -00S-D
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT.
1. Description of property sle al description:)si V?X R da a i�C.1/1�5 t Vt.S►D✓l RU Se -51 Qd-1 8�(�pr33
a) 'Street Address: lOA5 Coale g,trc Zm IL S El_ i-J> '�tnr� �I �S
2. General description of improvements XjJr4-a11 sutesaj laaam
_ 3. Owner Information 41
� ' � II 55 ri ����t«r FL
a Name and address: eX DM �MOe ��eS C Irfu �i1� Zg
b) Name and address of fee simple titleholder(if'otfier than owner)- - -'
c) Interest in property
4. Contractor Information 1 `
a) Name and address- ��ltl+ CLP LLC. D4. C•`Ww4tlfe- 17-765�
b) Telephone No.: '7a"t !Jai 7 6 � Fax No.(Opt.)
5. Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fax No.(Opt.)
6. Lender
a) Name and address:
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be"served;
a) Name and address:
b) Telephone No.: Fax No.(Opt.)
8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No.(Opt.)
9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is
specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICtOF.
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT 1N'YOUR-PAYING"TWICE-FOR 1PROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOU NOTICE OF COMM E MENT.
STATE OF FLORIDA
COUNTY OF PASCO
Signature
OF Owner or Ownerdp'x��Authorized OfficedD'rector;Partnerii;12 uger '
Print Name
The foregoing instrument was acknowledged before me this day of Atflrg j" 20 !by Qft" Qw� -
as AAgW FAbk&m (type of authority,e.g.officer,trustee,atiomey in fact)for
(name of parry on behalf of whom instru n m s executed).
Personally Known X OR Produced Identification_ Notary Signature
Type ol'Identification Produced L. Name(print) a6RD
Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the fact.,-stated
in it ore true io die best of my knowledge and belief.
ruxnrvtirw•,,.azw -
Sipu�we ul Nanu�l Pay S,pmip A
ChId Hurd
.� ac3 rarsrez. . . —
i
r
JU�
S';<'�'�'E O�'I~Ii.oR1�9A+,C"g64tV��'QE!'A�,�
o THIS IS TO CORRECT COPY OF CaRTjFY THAT THE FOREGOING EDOCUMENT
,l , TRUE.ANC. THIS
J A ON FILE `K OF Ai�D AND OF RDAL SEAL OFFICE
� �„ 1N1Tf�lESS M2 �
DAY OF_ c
K gc CONIPTROLL '
1 NIKKi F;LVAREZ-'OINLES, Dl 1
DEPUTYBY—
{t
� ORI�
1
i
City of Zeph is
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: ( 1 1 7/9 i°
Site:
Permit Type: ;Ell S j l��►t� v�- i t' �y}�Y"��w� (,J i `� G l `r s
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
AS BUILT SURVEY (FINAL) SEC. 04 , TWP. 26 S, RNG. 21 E.
LOT 5, BLOCK 9 BEARING BASIS:
SILVERADO RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 3642'29" E
PASCO COUNTY, FLORIDA. T� THIS SURVEY IS SUBJECT TO ANY FACTS THAT
NMAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
EASEMENTS AND RESTRICTIONS.OF RECORD.
PREPARED FOR AND CERTIFIED TO: o
CALATLANTIC TITLE INC. UNDERGROUND FOOTER, STEM WALL, AND
II UNDERGROUND UTILITIES ARE NOT LOCATED OR
NORTH AMERICAN TITLE INSURANCE COMPANY SHOWN.
EAGLE HOME MORTGAGE,LLC
DO NOT SCALE THIS PRINT. DIMENSIONS AND
ALEXANDRA WADIA PRADO Q NOTES TAKE PREFERENCE.
U
PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
TRACT H PRM(P) • = 10' UTILITY EASEMENT
DRAINAGE AREA (T
SILVERADO RANCH PHASES 2, 3 &4
(PLAT BOOK 73, PAGE 59)
9
J ,p
LOT 18 5`�`• O
BLOCK 1
SILVERADO RANCH PHASES 2, 3& 4I �p�`��1
(PLAT BOOK 73, PAGE 59)
LOT 6
BLOCK 9
-b ti
LOT 17
BLOCK 1 ,°Qw
SILVERADO RANCH PHASES 2, 3& 4 h°'h��� 6 j
(PLAT BOOK 73, PAGE 59)
r
s• �` }o`y 1
A. "s �S�jpO�Cr0G f tot.o
tK
OA r, o
.1 °'
PLAT 7
BOUNDARYri
,`3i� `��
o 'Op, /
O), GNLOT 4
P
1 0 " •O G GJ�O�
TREE LEGEND: -took_ ,• ;ti9 Goy
2" OAK ?o
i 5" CABBAGE PALM
2" HOLLY / Q` L
m QG o'
G LEGEND:
0
CURVE DATA(P&M) E-00.0' = EXISTING GRADE
CURVE I RADIUS 1 ARC 1 CHORD BEARING DELTA LOWEST FLOOR ELEVATIONS:
C13 220.00' 3.64 3.64 S 37'10'53" W 00'56 52
ct 6 220.00 59.46' 59.26' S 45 23.54" w 1 15'29'1 t LIVING AREA: 101.80'
GARAGE 101.32'
DESCRIPTION: ELEVATIONSEREFERENCED TO
x-L-OT 5;BLOCK- 9;MIAP-OR--PLr",-T-ENTITLED -'_'SILVERADO RANCH NORTH AMER!CAN-VERTICAL
m SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988. MEAN SEA
THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
a
Z
APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0452 F EFFECTIVE DATE: 9/26/14
Square Feet: BB74.67 f LENNAR HOMES
0
Q LEGEND:
(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, @= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT,
F/C= FENCE CORNER, FCM= FOUND -CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED
N PIPE, LFE- LOWEST FLOOR ELEVATION, MAS.- MASONRY, OR- OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP- PERMANENT CONTROL POINT, PRM= PERMANENT
REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK,
a U P= UTILITY POLE W F= WOOD FENCE
_ Drawn By. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY
JOHN R.BEACH&ASSOCIATES,INC. SMS RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS
SURVEYORS AND MAPPERS Checked By. OF PRACTICE FOR SURVEYS AS SET FORTH BY THE FLORIDA BOARD
911 WEST ST. PETERSBURG DRIVE JRB OF LAND SURVEYORS IN CHAPTER 5J-17.051 THROUGH 5J-17.053,
o ONE OLDSMAR, FLORIDA 34677 FLO A AD TRATIVE C DE, PURSUANT TO SECTION 472.027
WAY Scale:
(813) 854-1276 FAX (813) 855-8370 1"=30' FLO TE ST 60 `
i NOT VALID WITHOUT ORIGINAL SIGNATURE Date:
o AND THE RAISED SEAL OF A FLORIDA FINAL 10/7/19 DJB AT DATE
:S LICENSED SURVEYOR AND MAPPER JOHN R. BE
Revlslons: FORM BOARD TIE IN 6/27/19 JMM, FOUNDATION TIE IN 7/22/19 JMM FLORIDA REG. NO SURVEYOR No. 2984 LB 4493
LL CQ JEFF M. HAR
r PROFE SURVEYOR & MAPPER No.7123
Business e e . ° •g o
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us E
a
Product Approval
a USER: Public User
dbpr
Product Approval Menu > Product or Application Search >Application List>Application Detail
FL # FL7561-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived U
Product Manufacturer 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@dokimengineering.net
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technoloc
Compliance Method Evaluation Report from a Florida Registered Archii
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida License PE-49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022
Validated By James L. Buckner, P.E. @ CBUCK Engineering
M Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R4 COI Cert of Independence.pdf
Referenced Standard and Year (of Standard)
r
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 Panels 3"/4"/6"x0.024"x1lb EPS Composite P;
EPS Composite Panel, 3"/4"/6"x0.024'
3"/4"/6"x0.030"x2lb EPS Composite P;
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Alumin
Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497
Impact Resistant: No Created by Independent Third Party:
Design Pressure: +80/-80 Evaluation Reports
Other: In HVHZ, not to be used in structures considered living FL7561 R4 AE FL 7561 Evaluation R
areas per FBC Section 1616 unless impact protection is provided. Created by Independent Third Party:
See installation drawing for nominal allowable design pressures
and spans.
Back FNe.jt
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility St
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pub
electronic mail to this.entity. Instead, contact the office by phone or by traditional mail.If you have any questions, please cor
Section 455.275(1), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the I
if they have one.The emails provided may be used for official communication with the licensee. However email addresses are
to supply a personal address, please provide the Department with an email address which can be made available to the pL
licensee under Chapter 455, F S., please click here .
Product Approval Accepts:
® - FIN eCtsck
Credit Card
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) a ASSOCIATES,LLC
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL
LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 ENGINEERS
10 16.17 15.76 15.03 14.10 10 1750 17.50 16.91 1536 10 1933 1835 1831 17.66 10 2011 20.03 19.42 18.81
20 13.44 13.44 1222 1035 20 16.64 15.96 14.06 1216 20 1&11 17.66 1636 15.06 20 19.02 18.81 17.58 1635
30 10.78 10.78 9141 6.60 30 15.17 14.06 11.21 8.36 30 16.80 16.36 14.41 12.46 30 17.93 17.58 15.73 13.89 p080%10039
40 922 922 6.60 2.85 40 13.69 2-16 836 4.56 40 15.49 15.06 12.46 9.86 40 16.83 16.35 13.89 N4.06
PO
BOX 10039g
50 e.17 8.17 3.79 - 50 1222 1026 55l 0.76 50 1418 13.76 I0.51 726 50 15.74 1532 12.05 Tel:(813)857-9955
60 7.40 639 M98 60 10.75 836 2±6 60 12.87 12.46 8.57 4.67 60 14.64 13.89 1021
70 6.81 4,51 - - 70 927 6A6 - - 70 11.57 1116 6,62 2.07 70 13.55 12.66 8.36 R-Ma1 Descip0an
80 6.33 2.64 - 80 7.80 4.56 - - BO 10.26 9.86 4.67 80 IZ46 11.43 6S2
- �AtT Emma R30DlICT
4' x 0.024 x 1 - LB EPS PANELS 4' x 0,032 x 1 - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS APPROVAL
(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 Q
LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240
10 19.00 19.00 1717 1653 10 20.50 20.50 20.f3 1924 10 2197 21.97 2152 20.97 IO 2417 2417 21.17 24.17
20 15.01 15,01 15.01 13.95 20 19.61 19.24 17.49 I5.74 20 20.77 20.77 19.86 18.76 20 23.61 2364 2a41 2311
3D 12.50 1250 I-am 1138 30 18.17 17.49 14.87 1224 30 1957 1957 1821 16.55 30 22.57 2257 21.90 21.01
40 10.97 10.97 10.97 8.80 40 16.72 15.74 12.24 8.74 40 1836 1836 1655 14.34 40 21.51 21.51 20.39 1&
50 9.92 9.92 9,44 6.22 50 1528 13.99 9.62 5.25 50 1716 17.16 1429 12.13 50 20A5 RA45 Was 1620
60 9.I3 9.13 751 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 1324 9.93 60 19.39 19.39 1737 14.70 N >
70 1 52 852 558 L07 70 12A0 10.49 438 - 70 14.75 1435 1158 7J2 70 18.33 18.33 15.86 1259 -1 0
LU cc
80 1 8.02 8.02 3.64 - 80 10.95 9.74 1.75 - 80 13.55 13.55 1.- S.SI 80 17.26 17.26 14.35 10.49 in 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 a o in°dF
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) L°at,7 05
2 5
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET EL a)-16.Z❑O
MAX. ALLOWABLE SPAN (FT) 0 0 tr_
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ()o 0 j a
LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 E t (D () w
10 23.00 2124 21A7 20.85 10 2440 24.00 1 24.00 23.42 10 2353 23.93 23.88 23.60 10 24.00 24.00 2440 23.84 (1 N Lu?O
20 18.06 18.06 18.06 18.06 20 23.34 23.21 21.82 2022 20 2320 23.20 23.03 22 23.46 20 23.65 .65 2334 22.84 'E F() 0
30 1543 15.13 15.13 15.13 3D 22.10 21.63 19.42 17.02 30 22.47 22.47 me 21.33 30 22.94 22.94 2259 2L85 N j ()9
40 13.34 1334 1334 1334 4D 20.86 20.05 17.02 13.82 40 21,75 21.75 2133 20.20 40 22.23 2223 21.85 20.83 a p 0 .fit Q
60 11.17 11.17 1117 8.43 60 1838 16.89 12.22 7.42 60 2029 2029 19.64 17.94 60 20.82 20.02 2036 1827 J O 0 Q
70 ]OA4 10.44 1030 5.95 70 17.14 15.30 9.82 4.22 70 19.57 1957 18.79 1&81 70 2011 2011 19,61 1727 111 to� N ❑
80 9.05 9.85 &43 3.47 80 15.91 13.72 7.42 1.02 8D 1824 18.94 17.94 15.68 80 19.40 19.40 18.87 16.88 co W 0
GENERAL NOTES -I
1. Composite panels shall be constructed using t 3003-H154 aluminum facia I or 2 PCF ASTM C-578 carpenter SEAL JOINT WITH
p p g type lacings, reenter brand EPS CONTINUOUS CAULKING
adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in (-f
accordance with approved fabrication methods. O O 00,
OT",
00000 z d DRavm av: Dm2. Elite roofpanels maintain a UL 1715(int)class'B'(ext)rating and are NER-501 approved. )OOOO O O O O C a o DRAW B. DYK
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code scALE ASS HOWN
G'h Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and BGTTGM FACINGS DATE 2JIW12
Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOEKING CROSS SECTION OPTIONAL i� ••�
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including GUT ECRAP R
load combinations)using the data from the allowable loads tables and spans in this approval. SLOPE 4'MAX WIDTH INTERLOCKING DRI
5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used PANEL(1/4'/FT MIN SLOPE)
0 0 0 0 0 0" J 3 00�Ek3t3kM,p:E:; Y
in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ F 00000000000 �w EPS CORE ILB OR 2LB 0000000 �* FLA.REG.NUMBER i�4Q7�
requirements are met. H o 0 0 0 0 a o 0200020
0
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for 3 _ ASSOCIATES,EIp�
1/
0 DOKna'l1
.Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. ALUMINUM BOTTOM 0 0 II FACINGS o00617 :tv
7. Testing has been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. F�CLEAR SPAN(U INSIDE TO INSIDE 0O
8. Reference test reports:HETI.05-I988,IIET1-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- oo �� SS'•••. F��
06-2I07,IIETI.05-1987,IIETI.06-2069,HETI-06-2070,1iETI-06-2071,1IE•rI-05-1994,HETI-05-199I,HETI46-2072, oo
ENGINEER OF RECORD TO PROVIDE O rwA•„n.• ,7•lvwF (pwLeeroer.
I IETI-06-2073,[IETI-06-2074,I1ET1-05-1996,(IETI-05-1969,HETI-OS-1993,11ET1-OS-1985,HETI-OS-1995,HETI-0S- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36'MAX IN FRONT 6 25% a.aved,m mow,q v,..,a
1990,HETI-05-1997,HETI-05-2037,HETI-05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI- SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000(1 PANEL WIDTH 8 SIDES • ,iK •be•a4�oe
THIS OR ANY OTHER ENGINEER. PANEL SPANS p0 (1 PANEL
MAX AT SIDES)
05-2036,HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI'-OS-2042.
9. Linear interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include EPS ROOF PANEU SPAN DESCRIPTION
the strength of the fan beam to exceed shown figures as part ofsitc-specific engineering. SHEET t OF t
General Notes 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED H44
FLAT WASHERS AND NUTS. HOME. f` •••••e
A.CONCRETE&FOUNDATION DESIGN: 3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE a'•• ®•®® ��d°
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 TAPCON,REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING` �'�••�,J�N •°••
PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4501.17 IN a a ® '
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY. � o $jJQ
•
MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR.
APPROPRIATE AC!AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL °� p
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, l r
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
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF MINIMUM 3000 PSI GROUT. a•o s*o•
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 NOTEDH,
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. S ®®�
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN PROFESSIONAL ENGINEER SEAL
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ENGINEER OF RECORD:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE APPLIED IN CONDITIONS ACCEPTABLE TO
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN MANUFACTURER.FASTENERS SHALL BE A MINIMUM OF SAE David W. Smith P.E.
3/4". GRADE#5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608
AIR ENTRAINING+/-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA:
WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH Thomas L. Hanson P.E
CLEAN POTABLE WATER. 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 101 MPH FLORIDA LICENSE:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: 1
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE: B Myron Max Neal P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 4. WIND LOADS: FLORIDA LICENSE:86663
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653. SCREEN ROOF: N/A
2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASS G-185. SCREEN WALLS: 23 PSF Joel Falardeau P.E.
RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SOLID ROOF(SCREEN WALL): 20 PSF FLORIDA LICENSE:70667
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, UNLESS NOTED OTHER WISE. 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR I8X14X0.013 Erik Stuart P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, OR EQUIVALENT DENSITY SCREEN MESH: 0.88
SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE:77605
ASTME 119 7. LIVE LOAD:
B.MASONRY: ASTM E 1300 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. FBC Plans &Engineering
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 20')lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. Services, Inc.
TYPE M OR S MORTAR. FOR ALUMINUM PART 1-A,&1-B 8. PROPOSED 8"X8"W/(1)#5 REBAR W/25"OVERLAP ON 3"CHAIRS W/4"MONOLITHIC 6272 Abbott Station Dr.Unit 101
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 SLAB W/FIBER-MESH FILLED W/3000 PSI SHALL BE ADEQUATE TO RESIST THE Zephyrhills,FL 33542
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C150 UPLOADS FOR THE PROPOSED STRUCTURE. Ph#(813)788-5314
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 9. SCREEN ROOF TYPE: N/A
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 10. SOLID ROOF TYPE: 3"X48"X0.024"ELITE EPS COMPOSITE PANEL ROOF 11b FOAM Fax#1-(866)824-7894
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 DENSITY,FLORIDA PRODUCT APPROVAL,FL 7561-R4. E-mail-erb@fbcplans.com
HEIGHT. ASTM A615 Website-www.fbcplans.com
ASTM A185 C.O.A.-#29054
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: 06/23/2020
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS
0.024"SHALL APPLY. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT DRAWN BY:ST
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2 x 2:---------------------------------------2"x 2"x 0.044"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" EREVISION: DATE:
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1 SIMTYP--TYPICAL2. IM--SIMILAR 2 x 4:-------•-------------------------------2"x 4"x 0.050"ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 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"AR
PREPED BY THE ALUMINUM ASSOCIATION, 5. VIF--VERIFY IN FIELD
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6th ALL WORK SHALL COMPLY WITH IFEVAILINRO 3
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS CODES FLORIDA BUILDING CODE;
G.RESPONSIBILITY:
ALUMINUM).
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" NATIONAL ELECTRIC CODE, R0 4
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" AND THE CITY OF ZEPHYRHILLS Job# 20062 3_429
SEPARATION. CODES,LOCAL ORDINANCES,ETC.
ORDINANCES
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN SNAP SECTIONS P R0 J E C T ADDRESS:
USING#12 SPACING MAYBE 24"ON CENTER. DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2"x 2"x 0.045" PRADO
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 6365 COBBLE BLISS ST
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" ZEPHYRHILLS, FL 33541
"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" REVIEW DATE
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR. p
VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED C IT [v OF ZEP
7. 1"X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING (SMB) PLAN EXp,NiINER CONTRACTOR:
ATTACHED TO HOST WITH 1/40 X 1-3/4"EMBEDMENT&24" MANUFACTURER. 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
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" ROLL SHIELD, LLC
WOOD SCREW WHEN IN WOOD
X 1/2"EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARD
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
D.FASTENERS: H.MISCELLANEOUS: 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH N OTE S
WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO TUBE SECTIONS
2x2:---------------------------------------2"x 2"x 0.090" S- 1
e
•,•...•.
DOOR LOCATION MAY BE DETERMINED '•�•• NSE••• +
IN THE FIELD BY THE CONTRACTOR. & �,` • i
•
/� Sr054
SS3• •
•
S-3
„'r.Q •�s�xeQQ Qp
1
1x2 ATTACH TO WALL I X2
f1119m�
III PROFESSIONAL ENGINEER SEAL
III
III III ENGINEER OF RECORD:
David W. Smith P.E.
I 0 III I I( F O FLORIDA LICENSE:53608
Thomas L. Hanson P.E
I I ' II Myron Max Neal P.E.
FLORIDA LICENSE:38654
II ( III
I
2x3 00I II 2X3 FLORIDA LICENSE:86663
3" COMPOSITE PANEL
Joel Falardeau P.E.
II ROOF I I FLORIDA LICENSE:70667
it SCREEN ROOM VIII Erik Stuart P.E.
Q III cNll
0 I I I I O FLORIDA LICENSE:77605
IX N I I K III' X I FBC Plans &Engineering
^ N III ' s ED I I( Services, Inc.
III S_g III 6272 Abbott Station Dr.Unit 101
1x2 III _23=-E-1 �_-BI-—___—__ I I Zephyrhills,FL 33542
� 1X2 Ph#(813)7885314
-- -----------------
Fax#1-(866)824-7894
E-mail-erb@fbcplans.com
15 ' —o" Website-www.fbcplans.com
C.O.A.-#29054
17' -0"
PROPOSED 8"X8" DATE: 06/23/2020
FOOTING W/ ( 1 ) # 5 DRAWN BY:ST
REBAR W/ 4" REVISION: DATE:
RO 1
MONOLITHIC SLAB RO2
RO 3
X X R04
X x
N H N _ _
Job# 200623429
N N S-4 PROJECT ADDRESS:
2x2(typ) PRADO
6365 COBBLE BLISS ST
ZEPHYRHILLS, FL 33541
1x2
_5' -0"
CONTRACTOR:
(typ)
ROLL SHIELD, LLC
FLOOR PLAN
S- 2
UPRIGHT `, F4, ••a®•••••••• �n'°¢�°
SEE NOTE#5 SECONDARY ANGLE MIN ®Q .v��� I�� •`� F
0.125"THICK(NOT
ALUMINUM RISER PAN (H)#12 X 3/4"SMS REQUIRED FOR 2X3 •
FASTENING SECONDARY e JC
ANGLE TO COLUMN(TY MEMBER) a
#12 SMS W/1"0 NEO-WASHERS EACH SIDE) PRIMARY 2"N X 2"
(4)#10 SMS W/3/4" X 0.125"ANGLE
@ 8"O.C.(USE SCREW LENGTH WASHERS PER 12"PANEL (B)-3/8"0 CONCRETE SCREW
ANCHOR INTO SECONDARY
(2)#12 X 3/4"SMS FASTENING ` `
EQUAL TO COMPOSITE PANEL ANGLE(TYP EACH SIDE)(SEE p (TYP EACHCOLUMN SIDE)
PRIMARY ANGLE
THICKNESS PLUS(1)INCH) TABLE) o
OPTION#1 OF +-.-- '
"1(2"BASE MEMBER /i ao
(TYP EACH SIDE) ¢ •` `�,„
SEE DETAIL C2 FOR (4)#10 x 1 W'SMs �g
ALUMINUM RISER PANS Detail C 2 INTO SCREW BOSSES OPTION#2 (1)-3/8"0 CONCRETE SCREW PROFESSION
L WEER SEAL
2-1/2"ANCHOR SPAC. T •d ANCHOR INTO PRIMARY
(MIN)(TYP)(SEE TABLE) ANGLE AND @ 1/4"O CONCRETE ENGINEER OF RECORD:
3"(MIN)li_—J SCREW ANCHOR @
r �1 24"O.C.BETWEEN COLUMNS David W. Smith P.E.
2"X2"OR 2"X3„ 0.060"ALUMINUM INTERNAL (TYP EACH SIDE)
______________ _'[
OR EXTERNAL RECEIVING FLORIDA LICENSE:53608
MEMBER CHANNEL W/(4)#10X3/4" 1/4 0 NOTES:
INTO INTO BEAM OR Concrete Screw 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E.
UPRIGHT.(2)#10X 3/4"EA. Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
(2)-1/4"0 MACHINE I OPTIONAL 1"X2"FASTENED EG INTO GIRT OR PURLIN- Size 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING FLORIDA LICENSE:38654
B Min.Spa SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW
BOLTS WITH 3/4" i TO COLUMN WITH(2)#10 X 2" H ::.. 7x3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT Myron Max Neal P.E.
WASHERS THROUGH I SMS INTO SCREW BOSSES S-4 ""' 1__�'�OR
UPRIGHT ORBAM-SNAP 2x4 1 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
POST AND EDGE BEAM FLORIDA LICENSE:86663
I AND FASTENED TO EDGE rr SELF MATING OR WHEN A PAVER DECK IS PRESENT.
22 GA.KICKPLATE INSTALLED W/
HOLLOW 3,CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS
BEAM WITH(1)#10 X 1-1/2" xLo/s/a°@,2�.D.c Joel Falardeau P.E.
SMS WITHIN 6"OF COLUMN OPTION 2:VINYL SIDING CHAIR RAIL&GIRT CONNECTIONS 3/8"0 APPROVED ON THE S-1 NOTES PAGE.
1 Concrete Screw 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE:70667
CONTINUOUS EDGE BEAM AND @ 12"O.C.MAX CONNECTIONS AS 2X4 SHOWN IN TABLE.
Column Anchor
POST Size S.FORA 2x4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) Erik Stuart P.E.
B Min.Spa 2"X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS FLORIDA LICENSE:77605
NOTE: EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. 2x5 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP)
2x6 1 4" (4 TOTAL SCREWS ON EACH SIDE OF POST)
2x7 1J.5"
6.FORA 2x5 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) FBC Plans&Engineering
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL 2xg 2"X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(3)#12X3/4"SMS
S-3 SCALE:NTS 2 FASTENING CLUN(S TOTAL CREWS ON EACH SIDE OF POST)
O ANGLE CLIP(TYP @ EACH ANGLE CLIP) Services, Inc.
2x10
6272 Abbott Station Dr.Unit 101
2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Zephyrhills,FL 33542
SCALE:NTS Ph#(813)788-5314
USE CONNECTION DETAIL FOR TOP AND BOTTOM WHEN APPLICABLE Fax#1-(866)824-7894
E-mail-erb@tbcplans.com
W ebsite-www.f b cplans.com
C.O.A.-#29054
BREAK FORM HEADER OR DATE: 06/23/2020
EDGE BEAM PER PLAN 2X ALUM. ECEIVING CHANNEL
DRAWN BY:ST
#10 SMS AT EACH RISER
OR PAN OR#10 SMS @ REVISION: DATE:
8"O.C.FOR COMPOSITE PANEL
2X ALUM.UPRI HT EXISTING MASONRY RO 1
PER PLAN WALL GROUTED
4 OLID ROOF SOLID RO 2
DOOR @ CONNECTION
00 RO 3
00 RO 4
J [ 1/4"O X 2-1/2"
4 .4 MASONRYSCREW3"FROM job#20_0623429
2"x_END BEAM END&@ 24"O.C.
D (SEE SHEETS-2 FOR SIZE) PROJECT ADDRESS:
#10 SMS @8"O.C. 2"x 2"x 1/8"x BEAM DEPTH" PRADO
FOR COMPOSITE PANEL RECEIVING CHANNEL
1X ALUM.OPEN BACK W/(1)1/4"x3"CONCRETE 1"X2"OPEN BACK 6365 COBBLE BLISS ST
(4)#10 SCREWS PER 12" ANCHOR INTO WALL& ZEPHYRHILLS,LLS, FL 33541
WIDTH CONNECTING (4)#10 x 3/4"SMS EACH
S-3 TYPICAL SCREEN DOOR CONNECTION DETAIL PAN TO HEADER(BOTTOM SIDE INTO BEAM
SCALE:NTS OF PAN) NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW
NOTES: ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT CONTRACTOR:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. OF MASONRYANCHOR SCREWS,
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. 1/4"x3"MASONRY ANCHORS 24"D.C. ROLL SHIELD, LLC
3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A (2)ROWS STAGGERED CONNECTING END BEAM TO HOST STRUCTURE DETAIL
HEADER OR CHANNEL TO HOST. SCALE:NTS
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM
END OF THE UPRIGHT.
III1::
ROOF PANEL TO HOST CONNECTION DETAILS
SCALE:NTS
DETAILS
S- 3
°
e r
GRADE [1
a _ e
#10 TEK SCREW WITH 1-114"!D °° r4� ��� ee �
COMPOSITE PANEL ROOF J1) REBARCONTINUOUSW/ 25" a ee C2
NEO-PRENE WASHER @ 8'O.C.(USE °e�>e+
SCREW LENGTH EQUAL TO COMPOSITE OVERLAP AT ALL JOINTS ON 3"
PANEL THICKNESS PLUS 1"MIN.) H CHAIRS // ,i t4 \�
TYPE II MONOLITHIC SLAB PROFE Ic I1A EER SEAL
_—_— —_--___- MODERATE SLOPE FTG ENGINEER OF RECORD:
------------- --- --------= SLOPE:2°:12°-3°:12° David W. Smith P.E.
--_--_------_--_- --_---- ----- FLORIDA LICENSE:53608
NOTES FOR ALL FOUNDATION TYPES: Thomas L. Hanson P.E
2X(H)PATIO EDGE BEAM PER PLAN FLORIDA LICENSE:38654
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL yron Max Neal P.E.
(4)#10 X 4"INTO SCREW BOSS BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE MORIDA LICENSE:866l
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING
2X(H)PATIO UPRIGHT PER PLAN OF CONCRETE. Joel Falardeau P.E.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND FLORIDA LICENSE:70667
COMPACTED PRIOR TO POURING OF ANY CONCRETE. Erik Stuart P.E.
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. FLORIDA LICENSE:77605
COMPOSITE PANEL ROOF TO EDGE/END BEAM TO POST
CONNECTION ALT. DETAIL FBC Plans&Engineering
K TYPE II MONOLITHIC SLAB FOOTING Services, Inc.
S-4 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: 06/23/2020
DRAWN BY:ST
REVISION: DATE:
RO 1
RO 2
RO 3
R0 4
Job# 20_0623_429
PROJECT ADDRESS:
PRADO
6365 COBBLE BLISS ST
ZEPHYRHILLS, FL 33541
CONTRACTOR:
ROLL SHIELD, LLC
DETAILS
S-4