HomeMy WebLinkAbout19-21481 CITY OF ZEPHYRHILLS
' 5335-8TH STREET
(813)780-0020 21481
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21481 Address: 6540 WAGON TRAIL ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVERADO
Est. Value: Parcel Number: 05-26-21-0080-00600-0140
Improv. Cost: 8,038.00 OWNER INFORMATION
Date Issued: 7/12/2019 Name: JONES, DARRELL BERNARD
Total Fees: 127.50 Address: 6540 WAGON TRAIL ST
Amount Paid: 127.50 ZEPHYRHILLS, FL 33541
Date Paid: 7/12/2019 Phone:
Work Desc: CONSTRUCT SCRN RM 300 SQ FT
CONTRACTORS APPLICATION FEES
POMBOS CONTRACTING SERVICES INC BUILDING FEE 127.50
Ins ections Required
F OTER 2ND ROUGH PLUMB MISC INSULATION EILIN
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.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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.
4- JJNL*ENSED CONTRACTORS AND CONTRACTOR,RESPONSIBILITIES: If the owner has hired a contractor or
conirM.tors 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 IMPACTIUTILITIES 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"ownee',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/OWN ERIS 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,WaterNVastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland 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"K 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 I FINANCING,OB N F ANC NG,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI, 0 , MENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTON77—"
Subscribed and swam to(or affirmed)before me this ad I swo ft
aff fV09rTJ*4' b
by An
Who Is/are personally known to me or has/have produced Wh&,Jqlat pep.,- n Ilk known 0 av uced---
askienfification. I %VLVT Li as:iden'fi
Notary Public (\(V � Notary Public
V
Commission No Commission No.
Name of Notary typed,printed or stamped Name of Notary ty d. US MDONADO
Commission#GG 346275
Expi
res June 118,2023
Bonded Thru Troy Fain Insurance 800.3*70S
r
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: qom b
Date Received: Z/
Site: 'Fn
Permit Type:
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shal �e"kept with the permit and/or plans.
JUL 1. 0 2010
Kalvin Swi r—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
PROPOSAL/CONTRACT*
*Homeowner's Initials
DATE: April 18,2019 *Homeowner's Initials
To: Darrell Jones *Contractor's Initials
6540 Wagon Trail Street
Zephyrhills, Florida 33541
Phone:813-3904684
Email: drrjon3.dj@gmall.com
.:Da,rrelira:ones�ScreenF,Porch Project..
z Fuirnisli labor and materials to install the following:
Option 1: 27' X 10'Screen Porch
1a To be built over paver deck and concrete footer to be installed'by Paver World of Wesley Chapel.
'2.., Porch will be about 2T X:10',and-Will be flat:
3. Roofwill be of 3" insulated;.interlocking:panels.and-searris,wiii be'.taped aiong'the top (better than
calking). The bottom part of the.roof.will serve as the ceiling'for the porch. Both the ceiling and
the-roof will be white.
4. Porch="walls will be approximately 8 ,tall and will be,slightly lower away from the house so as to
allow.for a proper pitch.
S. `The porch will be attached.to the.
house overhang.by*ay:-of.7" °super gutters. All downspouts
connected to the 7'super gutters will be.,4"'X S"oversized downspouts.
6. All beams,columns, purling, etc. as required by code. Includes 1 pedestrian door with door kit and
bug sweep.
7. Permit, engineering,and.drawings included in price.
8. Color to be;br4iirize1411te.(please select color). Price includes 10,000-hour rated screws and all
required tie-downs. Includes a(n)8", 16"kick plate.(please indicate preference,see selections
below for no kick plate and panoramic view-option)
9. Includes 14 X 18 Phifer brand screen. Phifer screen 'comes with 'a 5-year warranty from the
manufacturer. See selections below for other screen options such as Super Screen, which comes
with a 10-Year warranty from the manufacturer.
10. Clean site and dispose of all debris. No amount is included for re-sodding or replacing damaged
landscaping.
11.See discount below if payment is made by check of cash.
Pombo's Contracting Services Incorporated
4413 North Hale Avenue,Tampa, FL 33614,(813)323-7433 or Fax(813)249-0077
pomboscontracting@gmail.com
Please Make Selections From Options Below
Total for the above work is: $7,352
Add$258 for Super Screen: $ 25�
Add$510 for Panoramic View along rear wall: $ 510
Add$265 for each side wall Panoramic View: $ --a
Add$345 for Stainless screws and Pro-Tect Tapcons: $ 3 q6,
Add$65 for a Billi Bib: $ 6
Add$173 for a Pet Door: $ -,9
Deduct$191 for no kick plate along the screen walls: $ 9`
Dedutt.$300.if payment is made by check or cash: $_ .�- Gov
Total: :'. ..
TERMS:
Aii .projects a iie:with a 2-year warranty that is valid beginn ng-tt a date of completion. Warranty
consists of damages,defects or imperfection due to the work of Pombo's Contracting Services Inc. and
';materials': Warranty does-not :apply .to ;repair of damages::or ,other items caused by natural
occurrences, (hurricane, tornado, flooding, falling tree limbs,,etc.) or, caused by client or parties not
affiliated with contractor. - Contractor is not responsible for I any oxidation, peeling, rusting or
discoloration of any aluminum framing or fasteners caused by chemicals. We guarantee to purchase
new materials in good condition in order to assure the quality of our work. Fading of the paint on the
aluminum is normal and will occur over time.
As a further condition,it is understood that contractor will not be held responsible for delays caused by
conditions beyond our control; that any alterations or deviation from the above items or additional
work requested by customer will result in additional fees over and above the cost estimate provided;
that this proposal, when accepted and signed:by you (the client), and signed by Pombo's Contracting
Services, Inc. constitutes the. entire binding :contract between the parties; and if any obligation
hereunder is enforced by legal action or in equity, then the losing party will pay all costs, including
attorney's fees. Buyer has 3 days to cancel this contract and get deposit back. We follow all
specifications according to the Florida Code of Engineering. Any items relating to specific construction
details are subject to applicable engineering requirements and local building codes and ordinances.
A fifty percent (50%) deposit is required with this signed contract and payment is accepted in cash or
check. The client is to pay the remaining balance after project is finished and passes final inspection, if
permits are necessary. Failure to pay within 30 DAYS of date of completion or passing of final
inspection, if a permit is required, will be considered a violation of this contract. Any unpaid balance
30 days or more past due is subject to a finance charge of 1961' per month and attorney's fees will be
charged if legal action is required to process (Property Lien) or court costs for collection. A $45.00
charge will be imposed for returned checks.Signing below confirms that you have read and understand
this document, accept the warranty details, stated terms, and allow Pombo's Contracting Services,
incorporated to perform the work listed above.
Pombo's Contracting Services Incorporated
4413 North Hale Avenue,Tampa, FL 33614,(813)323-7433 or Fax(813)249-0077
you wish for us to proceed with the work,please circle and initial the word "CONTRACT" at the top of
the first page, place your initials in the space provided,sign below and mail, email or fax this document
back to us, and send the deposit for %: the contract amount. The contractor will sign it and
mailed/emailed it back to you upon acceptance. You may email the approved contract to
. Checks must be made payable to Pombo's Contracting Services,Inc.
The total cost of the services I (the client) have selected is$ ` 3
Client Name: Darrell Jones Estimator's Name:Joshua Castillo 13-817-0817
Client Signature: Contractor'sSignature '.
Date: /. Date:
Thank-you for choosing Pombo-s Contracting Services.
We took:.'forward to meetingi all of your_needs&expectations
to your.complete.satisfaction.
t�X!SlN Win''W.L: y
BBB BUSINESS REVIEW -
- QUICK LINKS
Pombo's Contracting Services,Inc.
Phoney(813,1 322-7433
tilt a SLa!e Of A.tot �� :i o's: z CUSTOMER REVIEWS
44 .d•. ..
COMPARE(0)
FEEDBACK,
Pombo's Contracting Services Incorporated
4413 North Hale Avenue,Tampa, FL 33614,(813)323-7433 or Fax(813) 249-0077
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Peffnlftlnn
L
Owner Phone Number
mber
[0540WOAY LtOwneft Address OI aI S Owner Phone Number
Fee Simple TitleholderName Owner Phone Number
Fee Simple Titleholder Address A
JOB ADDRESS 165q Q Waquil Tu V L S4 2" h AS V-L 335q 1 1 'LOT#
SUBDIVISION PARCELiD#105-26,2,1"CV86 -00600 - Q114f)
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED New CONSTRR ADDZALT SIGN DEMOLISH
R INSTALL REPAIR
PROPOSED USE 0 SFR = COMM OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK Vwrn Vnp—�5 Fc*r avr-� *wgs
BUILDING SIZE I I SQ FOOTAGE HEIGHT I � I
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING 1$
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLA-11ON
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS I FLOOD ZOR_"REA =YES NO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BUILDER TIMPANY
SIGNATURE 'fq—� I Y/ N FEE CURRa I/AqY
Address ve REGISTERED 56coLl U.S.
ELECTRICIAN COMPANY
SIGNATURE REGISTERED YIN FEE CURREK I Y/N
Address I License#
PLUMBER COMPANY =
SIGNATURE REGISTERED Y/ N FEE CURREK
Address License
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN L_X1 N
Address —1 License
OTHER COMPANY r
SIGNATURE REGISTERED Y/ N FEE CURREK LZ-LN—J
Address License#
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 subdivisionsnarge projects
COMMERCIAL Attach(3)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&I 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$2600,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power ofAttomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front ofApplicatlon Only)
Remofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
INSTR#ZO191 O3SOO OR BK 9925 PG 713 Page 1 of 1
S/•H 06/19/2019 09:03 AM Rcpt:2064870 Rec: 10.00 DS:0.00 IT:0.00
PauCa S. O'Neil P6i.D., Pasco County CCerk&ComptroCCer
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No.�0o-0r^0
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(legal description.)-Bm--6,SaMP1375Pcrosan«s urn u
a) Strcct Address:654owAcaeimtALsr zEPnrwarts FL33MI
2. General description of improvements SGREMRWUWffH3'V4%"1®PAra 3,Foaret axo PAVES
—-3: Owner-Information—
a) Name and address• miles wACM TRAM sr ZEPHV MLS FL 33541
b) Name and address of fee simple titleholder(if other than owner)HfA
c) Interest in property 0W1mzsPRuAwREswamE
4. Contractor Information
a) Name and address: POfreoscCHTPActaGssZ+ncMRAC"13NrweAve7AMPAR335Ya
b) Telephone No.: 873.Vb74i3 Fax No.(OpL)
5. Surety Information
a) Name and address: wA
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.(OpQ
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: rv,►
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 NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEMENTS TO YOUR PROPERTY.A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
1NSPFCTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT.
STATE OF FLORIDA L\U0j /1
COUNTY OF PASCO U
Signature OF Owner or Owner's Aullforized O[ticadDi ector/PaenedMamger
barrg4 f
Print dame
T fineggo�m t was aclmowledg be me this 1 of 20; r 'by 1
as ���P (type of authority,e.g.officer,fidstee,attorney in bet)for
{� $ (name of party on behalf ofwqogi instrument was exeecut�ed').
TW
Personally Known_OR Produced identifrcation� Notary Signature '
Type of Identification ProducedL"Vm jam Name(print) `t
Verification pursuant to Section 92.525,hlorida Statutes.Undcrpenaltics'ef4tPjary.I declare that I have read the foregoing and that the faces stated
in it are true w the best of m Irn wied a and lreli f. ,p
PrxtnssR+or.sum 4iyr'i'•.- MEGAN CIRENCIONE 9
P; Notary Public.State of Florida Saga.l�ceWla h.lPa m SMffAb.e
;�, Commission R GG 216932
`+For ft°: My Comm.Expires May 16,2022
Banded through National Notary Assn.
,
s-r,N, m OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT .:r. R
ON FILE OR.OF PUBLIC RECORD IN THIS OFFICE
WITN S MY WAND A D OFFICIAL SEAL THIS
'DAY OF 264
}i
PA LA 8.O'NEIL C ERK&COMPTROR
BY DEPUTY CLERK � S
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20/312t328 Florida Building Code Online ,
Pmduct Approval Method Method 1 Option D r. .
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Date Submitted 08/16/2017
x Date Validated 08/16/2017
Date Pending FBC Approval 08/21/2017
Date Approved 10/10/2017
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3< )�y 1Y.:. �. ,��.'_.R.YY7�n,'•ri 'kT'� S...rC�,- �. t._ II..
154911 Snap-N-tack Pane! Fps Foam Core Composite Panel,3",4°& 6°with Aluminum or.
Steel Skins -
Urnits of Use TnstaiTation Instructions
Approved for use in HVHZ:-,es FL25491 R4 II Dw4tpdF '
Approved-for use outside Wliz:Yes Verified By:Frank L.Bennardo,P.E.PE-0046549
Impact Resistant:No _ •Created by Independent:Third Party:Yes
Design pressure:+99/--99 'L Evaluation Reports
Other:See installation instructions for maximum ultimate and FL15491 R4 AE Eyal_pdf
allowable pressures.See installation for panel limitations& Created by Independent Third Party:Yes
spans.
- Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of nxida is an AAJEFO employer.Co ri ht 20117-2013 State of Florida.::Privacy statement:_Accessibftsty Statement:=Refund_-_Stat`nent
Under Flar)da law,email addresses are public records.If you do notwant your e-mail address released in response to,a pubbe-records request,do not send elecfronfe
mail to this entity.Instead,contact the office by phone or by braditional mail.Ifyou have any questions,please mnGact 850.48?1395; Purvtid+irt'ib"caecjjon
455.275(1),Florida Statirips,effective October 1,2012,licensees 6cetrsed under Chapter 455,FS:mustpro»tie thgDepartment with an em_'aR address.ir ye
one.The emaits provided may be used for official communication with the licensee-However emairaddresses are public recpid..Ifyou do nottyisli-fpsupySy�„pr, yla1
address,please provide the Department with an email address which can be made available to the public To deb m ine tryou are a licensee
Chapter
please cGdc here_ _ -
Product Approval Accept-
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Nt
CH�0CWt STRUCTALL BUILDING SYSTEMS i� �G :+
•�L Pat cat. ta. owsn Ef�1G
aEVFMaWo OM tat TSa•117.3' , '�,••, .
T{9iW2mH cat vroYta 350 BURBANK ROAD .. .. r
'_ tscansatnice4 cat. cuma OLD.SMARe FL 316W .'CORPo160 wt7E.1:�Fic
.,Np sag mart Fca sifi7 - PHc'(813)055-2627 D ESR.FI' 12t 8EA R_-
O !=umoaeaav�r�aecau. CPIs- 33R+I2 }
.eeeuwgazemnuuwrasFca»n EPS FOAM CORE COMPOSITE PANELS e:-P:
N WN)> ►:
: :wnewvr.4=Taxatttw:F�m4mttvrtac+a
:._._t�a4094PLMAl11?tA1G414am 4� ALUMINUM 8.STEEL METAL SKIN ENUM ENOPHEIIi7NG <H— R -j m
. nFlIANK L•BENNAROO,P.E.
' 1A1111 "QV 9
STRUCTALL BUILDING SYSTEMS
DESIGN NOTES; MAXIMUM Al LOWABLE, Np �ooas
EPS FOAM CORE.ROOF PANELS -.METAL SKIN POSITIVE AND NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:'-
CALCULATED FOR USE WITH THIS SYSTEM T tn b 1
HAVE BEEN CALCULATED IN ACCORDANCE
.. WITH ASCE 7-10 AND THE FLORIDA BUILDING AS NOTED IN CLEAR
CODE USING ALLOWABLE STRESS DESIGN SPAN TABLES.METHODOLOGY WITH THE CRITERIA ,- oo
OUTLINED HEREIN,
TOP&BOTTOM FACING:
' 0.024•ALUM/0.024'ALUM ENc1Os-D STRUCTURE LOADS: *�� q
0.030'ALUM/ 0.03D•ALUM I.
CALCULATIONS BASED ON ASCE 7-10,Yult=130 MPH-480 MPH, �}QQ 2 gq
~-'•.,,• • 26ga STEEL/26g8 STEEL ENCLOSED STRUCTURE COMPONENTS A CLADDING,RISK CATEGORY-111-Kd-04S,Kxta1.0,V.-TABLE
30.3.1, GCPI°+/-0.18,15"MEAN ROOF HEIGHT,w•36"MAX OVERHANG Z 1N
;•FPS QE51 TOES
g ) mftmUM C AT FRONT,25%OF SCREENED ENCLOSURE LOADS! W.,
(51:6•SCl{E U)AN ALONG ASfDLE$TITDYmP F&CLADDING OR VERTICAL LOADS FU SOLID ABOVE)
ROO AND
Ti0 1 2. WIND LOADS ARE TAKEN AS THE MAXIMUM 5 MEAN NG LOADSHEI AS ILLU Aga 1-io STRAT STRUCTUREED IN,Vulf-IU OT'AASSIE 2a02 O
4' '•�,,,.�• ' 1 W aj
OVERHANG-* OPEN STRUCTURE LOADS i .N CI
"¢• •`, --„ �.. - _ 3. CALCULATIONS BASED ASCE 7-10,ROOF 1$CI OVER OPEN STRUC LIRE COMPONENTS&CLADDING,OBSTRUMQ WIND FLOW,RISK CATEGORY»ΡIl,Kd-0,85,KA-1.0,Kx=O.SS,15'MEAN ROOF HEIGHT, 'Vult-130 MPH•ISO MPH. c
`LOAD COMBINATIONS UTIUZED IN THIS MASTER PLAN SHEET HAVE BEEN DERIVED FROM THE w
• ALLOWABLE STRESS DESIGN LOAD COMBINATIONS ILLUSTRATED IN ASCE 7.10
--ALL WIND SPEEDS LISTED HERE ARE Vult WIND SPEEDS.Yesd WIND SPEEDS MAY BE CALCULATED WITH V)
M (S AS DEFINED lO FS
LOPE,PER p '�OPTI 2 PCSf CONSIDER 9.46-
SECTION ROOF SLOPE,ROOF WE LOADS USED IN CALCULATIONS CONSIDER
rLbrryG ,4.NG fi1 ANpL GLITTER Oft. UI n a
H1607
OSTSTR STRUCTURE
+ GENERAL'' NOTES;
•'HOST STRUCTURE I DRIP CAP •I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL SE FASIUCATEDIN ACCORDANCE WITH THE. •z '0
' PER'SEPARATE PANEL REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION(2017}}FOR USE WITHIN AND OUTSIDE ~°C m n €#
S- ENGINEERING 11( i THE HVH2.COMPOSITE RODFPANSS SHALL COMPLY WITH CHAPTER 7 SECTION 720,CHAPTER.8 SECTION X .I
DEPTH I I f . . 803,CLASS A INFERIOR FINISH, AND CHAPTER 26 SECTION 2603 OF THE FaG • p� y
i. 2. CONTRACTOR SHALL'INVESTIUM AND CONFORM TO ALL LbCAL SUIIDINO CODE AMENDMENTS U'
r�CONNECTION AND ` j WHICH MAY APPLY. DESIGN CFUTER1A'BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL
HOST STRUCTURE f }i SrrE-SPeMFIC SEALED ENGINEERING, m
31' NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.
PER SEPARATE .4. DESIGN PRESSURES AS NOTED HEREIN ARE BASED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A 9 CI
,§ „•j"' ENGINEERING' 2,a FACTOR OP SAFETY.... :...) 0 a a S z q
,� •• ni.WHICH THIS.
DESIGN IS USED C SH 1L1L 89 RESPONSIIBLPO OR TH FORINTEGRITY I OF ALL SUPPQRTINNG SURFACES TD THIS ', R4 O
S L ,•• DESIGN WHICH HALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
6. SEPARATE SITE
SPECIFIC°SEALEO'ENGINEERING SHALL BE REQUIRED IWORDER TO DEVIATE FROM
�••-SUPPORTING STRUCTURE PER-L - LOADS DErtECTi0N50 SPANS CONTAINED HEREIN. UNEARINTERPOIATION OF THE ALLOWABLE SPAN'
m _ TABLE LISTED HE SHALL NOT BE PERMITTED,CONTACT THIS ENGINEER FOR ALTERNATE SPAN
SEPARATE ENGINEERING S CALCULATIONS AS MAY BE REQUIRED,
7, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC
1 CLEAR SPAN ISOMETRIC SITE,FOR SITE CONDITIONS OIFFERENT,FROM•THE CONDITIONS DETAILED HEREIN,A LICENSED
' ,,ENGINEER OR REGISTERED ARCHIT-CT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR QSE,IN •I-
- ..• CONIUNCTION WITIS THIS DOCUMENT.
gm N.T.S, ISOMETRIC 8, EPS PANEL PERFORMANCE CHARACIEItISTICS FOR SELF IGNITION FLAME SPREAD AND SMOKE
FOR MORE DENStTYRAVESEE0
ALITIED THROUGH APPLICABLE ASTM TEST STAfIDARDS.SEE'EVALUATION REPORT �ND D Vq
9.. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF,INCLUDING D ^3
BUT NOT LIMITED MANY CONCENTRATED.LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERLi,,TH15
gg ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BYY A LICENSED ENGINEER OR
rJ, REGISTERED ARCHITECT,
SEAL ALL JOINTS 10, EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCMD USING TYPE 3105-HZ54 ALUMINUM FACINGS
OR A5TM A653,CS TYPE B HOT DIP GALVANIZED G90 COATED STEEL FACINGS,EXPANDED POLYSTYRENE .,
�• WITH CONTINUOUS 0.024•ALUMINUM, k7AM SHALL HAVE� 'CAL DENSITY OP 1.0 PCP.7HE EPS FOAM SNAIL BE ADHERED Z4 THE ALUMINUM' TJ
D
& CAULIONG 0.030•ALUMINUM FACING WITH MORAp M640 SERIES AD 'BY(BY ROHM AND HAAS'OOMP FABRICATION SHALL BE IN
ACCOROANC6 WITH APPROVED PABRICATION METHODS BY MANUPAGTURE,RyyFyO�R ALL PANELS.
1(B DENSITY EPS, R 26G0.STEEL ii, TH8 CONTRACTOR IS RESPpNS18LE TO tNSUtATE ALL MEMBERS FROM DL45tMit 4R MATERIALS TO d B CORE FOAM SKINS PREVENT ELECTROLYSIS. •_ Ilia pp_4
12. ENGINEER SEAL AFFIXED NEBE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS
g ff a
SPECStZCATiON B5'CONTRACTOR,et.el.INDEMNIFIES&SAYES HARMLESS THIS ENGINEER FDR ALL COST tC K
e'•. ;'.;• .'1+."';', &DAMAGES IN 0 DING LEGAL FEES 6 APPELLATE FEES RESULTING FROM MATERUU.FABRICATION,
..:•' t, 0( SYSTEM ERECTION,&CONSTRUCTION PRACRCES BEYOND THAT WHICH I5 CALLED MR BY 1DCA,L,STATE,
,'•,,S.y B FEDERAL CODES&FROM DEVIATIONS pF TM15 pIAN, ENE
+,,,�R•;, -
•'�+;�";:�'�� `•, ''v0 13. EXCEPT'AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE @ @ 8
.. .'3a•.•'.» .. _ INTENDED.
BOPTPo(7RBpuSHmi0 EI6TIg9
�'''' L '," '• 14. ALTERATIONS ADDITIONS,OR OTHER MARKINGS TO T2115 DOCUMEM ARE NOT PERMITTED AND,
•CROSS S INVALIDATE TH19 C�RTIFTCATION, ,
� SECTION AT ].5,�2409a' .
TYPICAL PANELINTFERL-ocx TABLE VALOE DERIVATIONS: SCAM
TIES I WE DESCRIFTOON,
PANEL INTERLOCK PANELPROPERUCTU
� ,• i, PANE STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos,TT-5060278,506027C,
DETAIL S06021D,509014A,5090148 BY TERRAPIN TESTING,ESP012351P-1,ESP0123S1P-2,E5P0123S1P-3, o,
r ESPa123S1P-3A,ESP03I351P•4,ESPOS2351P3,ESP0123SSP•6,EXPa3235LP-ESA,ESP01235LP•7,
�--•7-- ESP0123SiP-9,ESP012351P-9,E5P0123SiP-9A BY ELEMENT MATERIALS TECHNOLOGY.
T / N.T.S. DETAIL 2, PANEL'DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR LIVE LOADS OR UPLIFT AS WELL _)'I
_ �•:� AS CALCULATIONS FOR PANEL PROPERTIES, C,1.
r,
1y '
. •. 'Tn Kt,BEN"DO,0`��1111(n 1 04654
MAXIMUM ALLOWABLE.CLEAR SPAN TABLE ������Q�• '`"
ROOF OVER OPEN STRUCTURE: Lt ND PED 549 ,
3'Panels I 4'Panels 6' anels
Wind• UltimatevaBadcnimete Allowable 0.024' p.o3ot 0.024' 0.030' 2Bga Steel 0.024• 0.030' 269e
Speed E;xposum Lice Load Live L'dad Limit Alum Skin Alum Skin Alum Skin Alum Shin Skin Alum Shin Alum Skin Steel skin u •�
(MPH) , Ndr Uplift 8/or UpOtl'. (U...). �Q•''• STATE Fz .
1-LB EPS L9 EP9 I. EPS '1.1.8 EPS 1•LB FPS 1-LB PS 1-LB EPS 1-LS EPS i .(" p _m T '
l OR.
730 B +• Ds +•2 120 10'-5" 11'-B" 17.1° 17-11" 17-1' 13'-3' 14'•8 14'-11" ��'F ,L m
130 B +• + P 1So 9'.2' 11'-9" 10'-10, .12'•3" 12'-1" 13'-0" 14'-B" 14'-11' '���SS/pNA U�.4i OpII
130 8 *•2 Pa 240 8'4' 1112• V4I' 11'-2" 11'-11" 12'-3" 13'•9" 14'-9' !/I111I1 1 E� Ind
130 .0 t-49 +. psf 120 10'-0" 11'-e' 174" 12'-10" 121•1" 131•2' 14'-9" 14LII' r�+n� >�+�
130 C +.49p +1-29 pof 180 91•2" 11'-B' IV-10" 17.3" 12'•1" 13'-2" 14'•9° 14'-11° •u �p�� �
130 C +•49 P +•2 240 8'4"' 11'•1" • B'-10" '11'-1" 111.11" 12'-3" 131-9" 14'-8" Z ¢N
130 D +•50 psf +•35 120 9%s" T'10'• 10'•11" 111-8" 10'-11" 11'-11". 19'-4" 13'•8° W
g _130 D +•59 psf +•35 •180 8'-7" 10'-7" • 10'•2' ..11'•S" 10'-11" 11'•11" 13'-4• 43'-0" '4
9 130 D +•68 +•36Psf 1 240 7"•i01 10'•5" 9.1• 1 10'-S" I 1W-11" ll'-6"• 1 12'•11" 13'-6° N L
to
ig
O
$ 140 B +!- BP +• 9 120 10'-0" 11'-B" _ 1YA' 12'-11" 12'•1" 13'-2° 14'•9" 14'-11" W
. 140- B - *•4 +. 1B0 9'•2" 11'•9' 10'•10" 12'•3" 12'•1" 13'-2"_ 14'-B" 14'-41" .40
140 B t•49 Psf I+ 8-4-240 B' " 1 1V-2' 9'-10" -111' ' 11L71" 12'-3• 134" 1 14'-B"
140 C� +-59Ps +. 120 B'-5' I 1D'-7" 10'-11' 11'-8" 10'•11" 11'-12° 1 11'4" 1 13'-6" 1 (n'
140 C +•59 ps PI-53551 I 1Bo B'•N I 10'-T I 10-2" I 11'•8" 10'-11"' 11'•17'.1 13'.4" 1•131-6'
140 C +• B +!•• 240 7'•10" 10'-S" W-3"• .10'-5" 10'-11° 1 V-6" I 12'•11" 1 13'-8' 1 W
140 D +•71 psf 42 psf 1 120 81-6" 91-8" 9'•11" 10'-7" 1 9'-11" 10'-101, 1 12'•1" I 12'-3" F" '
140 D *•7 P +• 2psf 160 I 8'•i" I 0'41' 0'•6" 10'•7" 1 01•11" 10140, 12'-1° I iX-3' I (V�)
140 D *•7 + 2 psf _240 r-4" 9'-6" B'-8" 0'-9" W-1 I" 10'•B" 121•11 1V-3"_ .r
155 B +• P-fs +• 120 8'-7" 10'-10" 11'-1"- I it'•11" 1 1111" 1 12'•2" 1 13'•T I 13'-B• Iq
165 8 +• 7
+T•34PI 100� 8'-8 -10 10' " 11•7" 12-2^0 -'IT-09
""
155 B +• Ps, 240 "11" 10'-6" 94" 10`6' 1l'•I" 1V-7' 13'-0• 13'•
ISE - C paf 1 120 Fir I 89 I 0•" I io,ir I JIM,- I 11'-0' 1 12'4" 1 12•5' Z o`�r. WWaC
E ae
155 C * B +• In B'-2' 9'-8" 9'-8' 10'-8• 10'•1" til- 12'-4" 12'•6` Q O�
155 C +• 9ps +1.4 psf 240 T-5" 9'-9• 8'-8' 0'•10" 10'-1` 10•10" 12�-2" IV.S" ,J 8,
is$ D +• pat +.49 ps 120 9'•1" 91•9" 9'-2" 10'-0' 1V-2" 11'•3' _ o;
165 D +• 2 •+ 49 psf- ISO 9'-0^ 9'-9" 9'-2" 10'-0" 111•21 11'•3" m
156 D *• +-49 P•s 240 B'-2' B'-3" 9'-2" 10'•0" 11'•2" 11'-3" u�
W 1B5 B 24
+• ps r.36ps 120 B'•12• 10'•2" 10'-6" 11'-2" 10'-6" 11'-S 17•9"
• 165 B +• pa +- per180_ B'•-0" 10'•2' _9_-id' 11'•1" 101-6" 11'•5" 12'•9` 12'-11' TABLE NOTES: J o
_ g o
3 lea B +• ps +- Ps 240 7'-7' 10'-1" B'-11' 10'-1" 10'-5" 11%.1" 121•6" 12'•11" 1. THIS TABLE LISTS BOTH ULTIMATE AND ALLOWABLE PRESSURE Q yI d
165 C +• 7 p +• B psf_ 120 B'•2" B'•2" B_6" 10'•1" 9'-8" 10'-0' 11'•7• 11'•B" VALUES(ULTIMATE PRESSURE a 1,67•ALLOWABLE PRESSURE). `rJ 10
-- - ULTIMATE PRESSURES SHALL BE USED ONLY WHEN ULTIMATE '
8 166 C + 7 �7 1B0 7'•10" 9'•2" r 9'-3" IV-1" B'-B` 10'•4" u 11'•7" 11'-8• PRESSURES ARE GIVEN FOR A SITO SPECIFIC INSTALLATION.
185 C +•1 psf +• ps 240 T•1' 9'-2" B'•5" 9'-0" 9'•B" 10'-4" 11'•7" 11'-8"
g 165 0 *•0 p t•66 120 8'•7" 0'-7' B'-7" 0'-6" 10'-8" 10'•7' C
4 166 D +• Ps +. psf 180 B'-T' 1 9'•2" 1 8'-7" B'-S" 101-6" 10'•7"
�•' 1B5 D +/-94 psf I+•66 P-f 240 7'•10' 1 B'-10 B'•r 9'•5` 10'•6" 10'•7'
170 1 a I +l-67pa «•4 par 120 1 e'-B• 1 9'-10 10'-)" I iD'-10" Io'-I" i1'•1" 12'•4" 1 12'-8" CLEAR SPAN TABLE USE INSTRUCTIONS:
b 170 B I+•67 ps +•40ps 180 8'•2' 01•10" 9'-B" 10'-10• 10'•1" 11'-1' 12'-4" 17.6" 1. DETERMINE TIDE OF ENCLOSURE TO BE COVERED(ENCLOSED, as 'bra
as 170 B +• ps +• Opsf 240 T•6` 9'•10" B'-0" B'•11" 10'•1" 70'•11" 12'-3" _12'•B" SCREENED WALLS OR OPENSIRUCfU(tE)�
2. DETERMINE THE'SITE SPECIFIC REQUIRED ULTIMATE DESIGN WIND m m m s1
170 C +•B +• BO 9'•2` 9'•10" B'•2' 10'•0^ 11'-3" 11'-0' SPEED(MPH),IN ACCORDANCE W1I}i THE FLORIDA BUILDING ft �{¢B
170 .C +• 2 ps +•4 120 B'•2^ 9'•10" 9'-2` 10'-0" 1 i'•3" 11'-0" CODE.
170 C +•B2 pe +• g psf 1B0 0'•1" 9'•10" B'•2" 10'-0' 11'-3" 11'-0" 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR al d rd
APPROPRIATE PANEL DEPTH,FACING THICKNESS,AND EPS CORE D ii 0 F
170t C +-02 +• 240 8'•3" 9'-3" B'•2^ 10'-0" 11'-3" 11'-0' DENSITY SELECTED.
M. ®INDICATES VALUES NOT VALID FOR USE. a $
170 0 *•101 + B 80 B'•4 B'•11" 8'-4" 9'-1' 10'•2" 10'-3" R ®®®
170 t D +•1 t• psl 120 8'4" B'"11" B'-0" 9'•1' 10'-2" 10'3".• d
170 D +• 4 +• 1BD 8'-0• B'-11° _8'4" 9'•1" _ 10'-2" • 1aa' DEFLECTION NOTES:
_ 170t D +' + Ps 240 7-8' 8'-8" B'-0" 0'•1° 10'-2• 10'-3' 1. DETERMINE E
REQUIRED DEFLECTION LIMITATION PER THE 1
176 C +•8 +-62 psf80 8'-11' 9'•6" 8'•11" B'-9" 10'•11°. 11.'-0° MINIMUM REQUIREMENTS ILLUSTRATED IN THE FLORIDA
- BUILDING CODE,
1761 C +• + 6 100 8'•10" y 9'-6" B'-11' B'-8" 10'•11" 11'-0" 2, (t)INDICATES ROWS FOR USE,WLTHIN THE HVHZ ONLY,
176 D +- W *T�Psf 80 8'-1" B'•8' 8%1" 6'•10" B'•11" 9'-12' DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: � T
175t D +• PS +-B Ps •iso 8'•1" 8'-e• e'-1". 8'-10' 91•11" 9'-12' � 2.1. L/80 FOR SPANS 512'•0* •15-2409a
' 180t C . •+•92 +••55psf 120 B'-B'' 9'•3' W.8" 9'-6°. 10'•7- 10'-9' •2.2• -USED FOR SPANS;-13'•0" eDALEI •,
1e01 C *F 92 ps +. 6p 1Bo B'•B" 9'�• e'-e^ s'•a" 1o'-r 10'-91 OTHER CONSIDERATIONS: PAGE DF9glIpRON,
1801 C Psi +•5•+`Psf 240 T-11" 0'-11' •B'•8" 9'-8' 10'-7". 10'-0' 1, FRONT OVERHANG MAY BE UP TD 3'-0'WITH VALUES USnD HEREIN, .
F " MAXIMUM UNSUPPORTED SIDE OVERHANG IS 25%OF LAST PANEL of
WIDTH(Le.12`MAX FOR 4B•PANEL WIDTH)•
w •
o
(3)1/4"DIA MACHINE BOLTS 1 / C
WV 3/4"DIA,WASHERS THRU 1
CARRIER BEAM&POST
AR POST i i =Q�; 6"•• W
2"x2"FASTENED TO CRIER
BEAM w/(2)#10x1-1/2"SMS INTO O 0 Q• d
SCREW BOSSES EACH END 2"x2"x.062 ``^^ 'W O = p
RECEIVING CHANNEL 1 — r-- =V ;U (fl < O z= L N
CARRIER BEAM — ----------- —I 1 1 ��'t�•••, Z 4
ROOF BEAM _____ ____ _L_— __J
(SLOPED OR FLAT) BOLTS Vld 3/4"DIA, �/ •^^• ••••• V W
0 FOR N OTCHEDTUPRIGHT NOTE USE SIMILAR IL TOP VIEW BEAM&POSTWASHERSTh
CARRIER //, V •••(]�0 \\\ Q
� O BEAM
/1111111111
--------------------
1
CARRIER
I°x2"MEMBER 0
1 BEAM C'1
FOR SCREENING (5)#12x3/4"SMS 1 co O
(TYP.EACH SIDE) 1 o
1 CARRIER BEAM
(2)ROWS OF(5) j (3)1/4"DIA MACHNE F-
#10x1-1/2"SMS!24" f #12x3/4`SMS I <,J
O.C.MAX CONNECTING THRU WASHERS CARRIER E
TO 1`x2"CARRIER BEAM U
NOTE,FOR DOUBLE OR TRIPLE CARRIER O 1 BEAM&POST Q V (.)
11J BEAM,OUTSIDE WEBS SHALL OVERLAP ------------------- O
4x4 POST OR NOTCH POST AS ABOVE I
#10xII/2`SMS B 24" FOR 6x6 POST.ALL CASES,CONNECT (3)1/4"DIA MACHINE BOLTS 1 O qp
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ROOF BEAM TO CARRIER BEAM ALTERNATELY USE: i Z LNL N
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FRONT VIEW
(FOR 2X8 BEAM USE(8)#14 SCREWS) '.�.
CORNER CARRIER BEAM CONNECTION DETAIL Z < O f• N
SCALE:N.T.S.
00
Q Q = v
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(EXAMPLE:FOR 2X8 C.B.USE(8)#14 SCREWS) (3)#12 X 3/4" (SEE PAGE-2
4"x4`POST THROUGH POST FOR SIZE)
(SEE PAGE-2 INTO ANGLE TYP. I/8"x2"x2"x33/4"
(2)3/8"DIA.X 4"LDT FOR SIZE) EACH SIDE (LENGTH)ANGLE
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MN (4)3/8"x4"TAPCON (INTERNAL)
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3000 PSI CONC. ° 3000 PSI CONC. U J
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OR FIBERMESH •• • ° OR FIBERMESH ° LL
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SIDE VIEW FRONT VIEW FRONT VIEW Z Z J
CARRIER BEAM TO POST CONNECTION DETAIL SCALE: N.T.S. 4"x4" POST CONNECTION DETAIL 4"x4" POST CONNECTION DETAIL U 0 Co SCALE: N.T.S. (INTERNAL BASE) SCALE: N.T.S. W Q
NOTES: U o a w
1. 3x3 POST TO HAVE 3/8"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 2"FROM EDGE OF SLAB AND PROVIDE MINIMUM d w - (O N
2"SPACING TO ANY OTHER CONNECTOR.SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS.THREADED ROD REQUIRES 3"MINIMUM EDGE DISTANCE. z O
2. 4x4 POST TO HAVE 1/2"RED -TRUBOLT WEDGEANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 3-3/4"FROM EDGE OF SLAB AND PROVIDEBMINIMUM U
D CL
3-3/4"SPACING TO ANY OTHER CONNECTOR. SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS. DESIGN DATE: 05/29/2019
3.WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2"FOR PAVER THICKNESS MORE THAN REVISION 1: DATE I PAGE:
2-1/2"SPECIFICATIONS SHALL BE REQUIRED.PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
4.WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8"U-CHANNEL W/(3)2-1/4"TAPCONS INTO WALL AND#12 x 3/4"INTO BEAM EIS QUANITY=BEAM SIZE REVISION 2: DATE 4
SCALE: NTS
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(4)#10x3/4"SMS REQUIRED FOR 2x3 EXISTING RAFTER
FASTENING SECONDARY MEMBER) e•
ANGLE TO COLUMN O — Z O W - p O
(TLE EACH SIDE) O < #12x3/4"SMS @ 12"O.C.TOP
(B)318"0 CONCRETE SCREW x0.125"ANGLE O O Z c N
! ANCHOR INTO SECONDARY O O #12x3/4"SMS 12'O.C.TOP -A 3
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ANGLE COLUMN TO PRIMARY ANGLE + ��i ���
(fYP EACH SIDE) O (TYP EACH SIDE) i O p> W
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O "x2"BASE MEMBER T #12 X 2'SMS /////1111 1111111\\\
(TYP EACH SIDE) CHHANNEL ESE 2"O.C.G FOR ALUMINUM PANS:
ANCHOR SPA #12 X 2"SMS THROUGH
CONCRETE OR FILLED FASTEN TO MASONRY WALL BOXED END":INTO WD FASCIA
(MIN)(TYP)(SEE TABLE) 1)3/8"0 CONCRETE SCREW MASONRY W/1/4"X 3"TAPCONS ALTERNATELY: (3)PER PAN 0cco
ANCHOR INTO PRIMARY 18"O/C(INTERNAL) (1)
1ROUGH R CEMNG BOLT
J M" O
ANGLE AND @ 1/4"0 CONCRETE 0)
3"MIN. SCREW ANCHOR @CHANNEL 12"O.C. J
24"O.C.BETWEEN COLUMNS �_ (Y) F
(TYP EACH SIDE)
NOTES: ROOF PANEL ATTACHMENT-MASONRY ROOF PANEL ATTACHMENT-WOOD FRAME Z Z < 0
31g-0 SCALE:NTS SCALE:NTS
CONCRETE SCREW 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY a U (aj
ANCHOR ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
COLUMN 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING L.1. JV
SIZE MIN SPA SHALL BE 23/4"AT ALL UPRIGHT LOCATIONS.ALL SCREW LENGTH W 0 O)
2X3 0 0 AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR C
WIn LL
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER ' L.
2X4 1 3 DECK IS PRESENT. *Z
2X5 1 3 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED LLI
2X6 1 4 ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPROVED r^ -_ Cl) =_
ALUMINUM INTERNAL OR EXTERNAL V
BY ENGINEER. -
2X7 1 5 NT0 GIRT CHANNEL&(2)#1x75" _ ^ O)
2X8 2 3 4.2X3 W/1X2 CORNER POST SHALL REQUIRE SAME BASE FOR ALUMINUM PANS OR GALVALUME STEEL PANS INTO GIRT OR PURLIN&(2)#14x75" Z O r C
CONNECTIONS AS 2X4 SHOWN IN TABLE. USE#12 X 9/16"W/5/8"NEO-WASHER(3)PER PAN INTO BEAM OR UPRIGHT 0.062 ANGLE i i I J d• (V
2X9 2 4 5.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTIONS SIMILAR IF CLIPS MAYBE USED
2X10 2 4.5 CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4"0X3"LAG FOR COMPOSITE PANELS#12 X 1"LG.THAN PANEL
SCREW FOR 3/8"0 LOT FOR BOTH PRIMARY&SECONDARY ANGLES. THICKNESS SMS W/1-1n"NEO WASHER 12"O/C
6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 - - --- -- - Q Q
MEMBER. ROOF PURLIN MEMBER U
PER PLAN COVER END OF PANEL
2"'x3"OR LARGER UPRIGHT TO CONCRETE0 Ln M
WIWO PAVER DETAILS SCALE:NTS BEAM PER SCRW BOSSES SSTc J
(2)1/4"THRU-BOLT UPRIGHT,BEAM-SNAP,
EALSOERNA EG HO COLIEDGE SELF MATING,OR LLOW
BEAM
""ALTENATELY USE:
2"X 2"X 116"REC.CHANNEL
W/(3)#10x314"INTO COL.& POST O
(3)#10X3/4"INTO BEAM EA SIDE Z
2'X2" PER PLAN
ROOF PER PLAN ATTACH TO ROOF PANELS DETAIL"C""-GIRT OR PURLIN TO REAM V
HOST W/#12 X 2-1n•SMS 12.O/C OR POST DETAIL SCALE:NTS
6"FROM ENDS ROOF TO CARRIER BEAMWj
CONNECTION SCALE:NTS O
ALTERNATES FOR COL. (2)318"DIA EXPANSION BOLTS O..
TO 2"X2 AT HEADER: CARRIER BEAM IFOR
NOTE#1 THIS PAGE (4)3/8 x4 TAPCON THRU
1-DETAIL"C"SHT 3
2-(4)#10X3'SMS (2)114"THRU-BOLT BOLT PLACEMENT BOTTOM ANGLE
SEE ALSO COL/EDGE IMO CONC.C.- 1"
THROUGH MEMBER ABOVE BEAM ALTERNATES
INTO COL SCREW BOSS EDGE , 2"FROM EDGE � 2"
3-NOTCH COL.TO RECEIVE ADJOINING BEARING WALL OF g�• OF SLAB' y;}r
BEAM FASTEN W/ COL.PER PLAN
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CHAIR RAIL PER PLAN ADJOINING WALL ADJOINING WALL TOP VIEW
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1/4"X2-3/4"TAPCONS BOLTS w/WASHERS 3"x3"x0.125"POST COLUMN PER PLAN
OR EQUAL AT 24"O.C. I (3)1/4"DIA MACHINE IL
AND 6"FROM ENDS (2)3/8"DIA EXPANSION BOLTS
WHERE KICK PLATE IS INDICATED SEE NOTE#1 THIS PAGE 3125 ANGLE BOLTS w/WASHERS 1/8")2"x2 x3-3/4" z Z J I
FASTEN Wl#10X9/16"SMS WHERE SMB USED FOR FOR BOLT PLACEMENT (LENGTH) ) (�ANGLE O
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EXISTING CONCRETE TYPICAL SIDE WALL 1/4"TAPCON(RED HEAD MFG.OR EQUAL)6"FROM ENDS 24"O.C. Q ' Q co N
COLUMN 1-1/2"PENETRATION INTO UNDERLYING FOOTING FRONT VIEW FRONT VIEW
0 0.
SCREEN ROOM END WALL 3"x3"POST CONNECTION DETAIL
SCALE:NTS SCALE:NTS ALT.COLUMN BASE DETAIL SCALE;NTS LE:NTS ME DESIGN DATE: 05/29/2019
REVISION 1: DATE PAGE:
REVISION 2: DATE
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2X9 WHERE PAVERS ARE PRESENT d
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SCALE: N.T.S. Z Z co
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DESIGN DATE: 05/29/2019
REVISION 1: DATE PAGE:
REVISION 2: DATE
SCALE: NTS
GENERAL NOTES 0
1. DESIGN CRITERIA: ALUMINUM SPECIFICATIONS: mss 01`� .......
APPLICABLE CODES, REGULATIONS&STANDARDS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS ` ��.......
�C/: � �•, ui
= Q : a o,
1.THE 2017 FLORIDA BUILDING CODE,6TH EDITION SPECIFICALLY 2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2:z' c o O
OTHERWISE SPECIFIED.
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM& #12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER.
CHAPTER 23 WOOD. U Q
2. ASCE 7-10.&SE17
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
c~n N
4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS y Z
3. ACS NATIONAL DESIGN SPECIFICATION FOR WOOD. (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 j 5
4. AC1318 CONCRETE REFRENCE MANUAL. '� 6-��"'• ., `
5. PCI PRECAST&PRESTRESSED CONCRETE. INCHES. ,,�C7� ui
6. AA ASM 35&AA ADM 1 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN �� lll I I I I W Q
WIND SPEEDS EXCEED 75 MPH PER FBC.
WIND LOADS: 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5&TABLE APPROVED BY FLORIDA ENGINEERING LLC. V O Go
1604.5: RISK CATEGORY 1. 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, ' ' CO
FASTNER SPECIFICATIONS: THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION _j Cu C))
2. BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH M
REGION&BASIC WIND SPEED, PARAGRAPH 1609.3.1 &TABLE • 1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH w
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C OR BETTER, INSTALLED TO MFG.) THE ATTACHED DETAILS. Z Z < E
3. SCREENED ROOF ENCLOSURE FBC 2017 CH.20 TABLE 2002.4 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 3. FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN _ U
AND FASTENERS TO MANUFACTURING SPECIFICATIONS. ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" O ci
"" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED J
3.WHERE WOOD DECK IS PRESENT USE 1/4X3-1/2 GALV. LAG W _ 0
CONCRETE&FOUNDATION DESIGN: CONTRACTOR IS TO VERIFY&ASSURE
1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE IN THESE DETAILS. w L, �n ,�
SPECIFIED. EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. ,
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE Z
REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE 4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST F- I.Li
C)
C
APPLICABLE: A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED LEGEND:(ALL MAY NOT APPLY) (9 - I-
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 1/4"X2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS Z 0 ' '
FOLLOWING COMPONENTS: B. FOR WOOD APPLICATION USE#14X2-3/4"WOOD SCREW AT SCR=SCREEN Q J
I. PORTLAND CEMENT TYPE 1 -ASTM C 150 24"O.C.AND 6"FROM ENDS. KP=KICK PLATE LL _ 0
II. AGGREGATES-LARGE AGGREGATE 3/4"MAX.-ASTM C 33 C. FOR ALUMINUM APPLICATION USE#10X1-1/2"SMS OR TEK PW=PICTURE WINDOW
III.AIR ENTRAINING+/- 1%-ASTM C 260 SCREW AT 24"O.C.AND 6"FROM ENDS X=HORIZ.SLIDING WINDOW
IV.WATER REDUCING AGENT-ASTM C 494 D.WHERE 1'X2"INSTALLED THROUGHOUT AN"OPEN VIEW" O=HORIZ. STATIONARY WINDOW O 0
V.CLEAN POTABLE WATER SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS DH = DOUBLE HUNG WINDOW w ._
VI.OTHER ADMIXTURES NOT PERMITTED SH=SINGLE HUNG WINDOW
B. METAL ACCESSORIES SHALL CONFORM TO: MASONRY SPECIFICATIONS: SIP=SOLID INSULATED PANEL O 0co
I. REINFORCING BARS-ASTM A615,GRADE 60 1. CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CT=CABLE TIE J
I1.WELDED WIRE FABRIC-ASTM A185 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED SG=SUPER GUTTER LL C)
CS=CLEAR SPAN
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" ON TYPE M OR S MORTAR. ALL
WO
OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT 2.ALL MORTAR SHALL BE TYPE M OR S. KB=KNEE BRACE CO KS
PERMITTED. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ALUMINUM MEMBERS DIMENSIO OS �RM BV jpt yW/�P O
D. PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1,2,&3 4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING HOLLOW SECTIONS D TNF AFC-C �A/G COO U
INCLUDING HOT WHEATHER RECOMMENDATIONS. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2 x 2:2"x2"x0.044" 6RDl o I�, W
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. HEIGHT. 2 x 3:2"x3"x0.044" ILLS
F. PRIOR TO PLACING CONCRETE,TREAT THE ENTIRE 2 x 4:2"x4"x0.044" 0
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE MISCELLANEOUS: 2 x 5:2"x5"x0.050"
a
FBC.
SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL 1.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR OPEN BACK SECTIONS
COMPLY WITH THE APPLICABLE REQUIREMENTS ,� "
C E OF FBC
BARRIER. I x 2. 1x2 x0.044
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. I x 3: 1"x3"x0.044"
2. IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, 2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
SPALLING&OTHER DETERIORATION. NO ADDITIONAL FOOTING MANUFACTURED HOME,TRAILER HOME, OR PRE-FAB HOME. SNAP SECTIONS CITY e3 • `6zr
IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH 2 x 2 SNAP:2"x2"x0.050"
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ,� �, �7
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2 x 3 SNAP:2 x3 x0.050 - c�
CONSTRUCTION. 1;�
3.WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, 2 x 4 SNAP:2 x4 x0.045
DRILL&EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1"MIN. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
L
HOLE, EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE THE FIELD. SELF MATING (SMB)
(OR EQUAL)TYP.ALL LOCATIONS. 4.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR 2 x 4 SMB: Z"W'4.B)4"x0.100" Z Z U)
4.WHEN INSTALLING 4"CONCRETE SLAB-ADD ADJACENT TO SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI 2 x 5 SMB:2"x5"x0.050"x0.100" OU O
GROUT WITH BONDING AGENT.
EXISTING-DOWELL INTO EXISTING CONCRETE 48"O/C W/8"#5 2 x 6 SMB:2" "x0.050"x0.120" U) y O1
5. INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE w Q
REBARS-DRILL 3/4"HOLE 4"EMBEDMENT-EPDXY W/ 2 x 7 SMB:2 x7 x0.057 x0.120'
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED " " " O o m
NON-SHRINKING"SIMPSON EPDXY TIE"(OR EQUAL). 2 x 8 SMB: 2 x8 x0.072 x0.124 o m ❑ W =
STRUCTURE. ,- a o
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE 2 x 9 SMB:2 x9 x0.082 x0.124 U < Z a
NOTED. 2 x 10 SMB:2x10x0.092'x0.398
6.ALL 2X4&GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED. O w O coo N
RESPONSIBILITIES: NOTE:AS INDICATED ABOVE ALL z n- 0
MEMBER PROFILES ARE INDICATED v a
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED IN INCHES.
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING DESIGN DATE: 05/29/2019
CODES, LOCAL ORDANANCES,AND THE ENGINEER SHALL REVISION 1: DATE PAGE:
BE NOTIFIED OF ANY DISCREPANCIES.
REVISION 2: DATE
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