HomeMy WebLinkAbout19-21949 CITY OF ZEPHYRHILLS ;=
5335-8TH STREET
(813)780-0020 21949
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21949 Address: 6629 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: 05-26-21-0080-00600-0350
Improv. Cost: 4,143.00 OWNER INFORMATION
Date Issued: 10/25/2019 Name: SILVERS, RICHARD & MARLA
Total Fees: 97.50 Address: 6629 WAGON TRAIL ST
Amount Paid: 97.50 ZEPHYRHILLS, FL 33541-2559
Date Paid: 10/25/2019 Phone: 863-737-7421
Work Desc: INSTALLATION SCREEN RM W/PANEL ON EXISTING DECK
CONTRACTORS APPLICATION FEES
POMBOS CONTRACTING SERVICES INC BUILDING FEE 97.50
'1
Ins ectionWkeguired
FOOTER 2ND ROUGH PLUMB I C INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTO ATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-81 3-780-0021
Building Department
;i-.Date Received Phone Contact for Peg
—r-1171—r-1117111 I rmittini5 § 44 , 85-11 staff . . . I.. . . . . .
Owner's Name f-A 0 1' !kw/ Owner Phone Number ;Z
Owner's Address 6 2 5+ Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS L 6A tAW OnTA4 t5 4 LOT#
SUBDIVISION PARCEL ID# 049 59
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
rf INSTALL REPAIR
PROPOSED USE = SFR 0 COMM L OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL
DESCRIPTION OF WORK Scrup ent-tovre- w4h aviba a; 2�'Wm471'-,d PAnO I V'4�t -f-
BUILDING SIZE SQ FOOTAGE F2To HEIGHT
. . . . . ... . . . ............
I 'YWILDING I' V3 VALUATION OF TOTAL CONSTRUCTION
T
=ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY W.R.E.C.
=PLUMBING 1$ /^(//(
=MECHANICAL 1$^ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
. . . . . . . . . . . . . . . . . . . . . . . . .
BUILDER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I YIN
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License
MECHANICAL COMPANY =
SIGNATURE REGISTERED YIN FEE CURREN
Address License*F_
OTHER COMPANY =
SIGNATURE REGISTERED YIN FEE CURREN
Address License#F-
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms*,R-O-W Permit for now 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 subdIvIslonsnarge 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 wl 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
It over$2500,a Notice of Commencement Is required. (A/C upgrades over$7600)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Retools if Shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter If on public roadways..needs ROW
` `NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit
which may Ua �a�oovo�mnC n� The vndom��u�sumoo ' subject�xcump compliance
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: i, the owner has hired o contractor ur
contractors m undertake work,they be required tuh licensed in accordance with state and lo |regulations. If the
contractor is not licensed as required by law, both the owner and contractor may uu cited for o 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 0ocontact the Pasco County Building Inspection Division—Licensing Section o*7o7-847-
8009 Furthonnom, if the owner has hired m contractor or contractors, he is advised to have the sign
portions of the"contractor Block"uf this application for which they will h*responsible. If you, ou 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 vMPACTIUTILITIESIMPACT AND RESOURCE RECOVERY FEES: The undersigned undmrstand
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~=paid prior to permit issuance. Furthermore,if Pasco County WaterlSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver It to the'owner"prior to commencement.
CONTRACTOR!S/OWNEFVS 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 m obtain o permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
' Southwest Florida Water Management [xmhot-Wel|x. Cypress 8oyheodo, VVaUond Amuv' ,wmdng
Watercourses.
' Army Corps ofEngineers-Seawalls, Navigable
' Department of Health m Rehabilitative menxoox/Envmo ntal Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
' "S Environmental"Protection"y"'"v-"°"""="a""==^
Federal Aviation
|understand that the following restrictions apply to the use offill:
' Use of fill is not allowed in Flood Zone~V"unless expressly permitted.
' If the fill material is to he used in Flood Zone "K, it is understood that a drainage addressing
.compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State o[Florida.
' If the fill material iamue used |n Flood Zone 'K In connection With o permitted building using stem wall
construction,|certify will Ue used only m fill the area within the stem wall.
' If fill material is to be used in any area, | certify that use of such fill Will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent
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 afridavit 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. ..work ceases for ninety`-~_consecutive days,the,job_considered abandoned.
WARNING ToOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT
INSTR#2019173959 OR BK 9988 PG 1 300 Page 1 a 1
S/H 10/11/2019 09:48 AM Rcpt:2098588 Rec: 10.00 IDS:0.00 IT:0.00
Nikki Alvarez-Sowles, Esq.,Pasco County Clerk&Comptroller
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No. —1
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 desc*don:)sdV—O RANCM SUBOM ON PHASES 8,a&BA PB 75 M 075 BLOCK B LOT 35 OR s77e PG 5
a) Street A d Ws: 6629 WAGON TRAIL sTREU,ZS*MZHILLS,FL 335N
2. General description of improvements S�smimm wd,s mcdw of3•kmftbad pmels ova @Aaft do*
3. Owner Information
'a) Name and address: Rkh&-d w mod®Ssvm 6e2e Wasem Tha StzepuhBe R WMI
b) Name and address of fee simple titleholder(if other than owner)wA
c) Interest in property
_4. "Contractor Information
a) Name and address: POMBaS CONTRACTM SEWCES INC 4413 N HALE AVE TAIGA FL=14
b) Telephone No.: 81 -3g74m 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: NTA
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.)
S. 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 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
INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN TTORNEY BEFORE
COMMENCING WORK OR RECORDING YOU.NOTICE OF COMMENCEMENT. cl
STATE OF FLORIDA
COUNTY OF PASCO 2ndz=::�
Signature 6F 6w#er or Owner's Amduni=IfOfac;:rlbkpctoripartnermamer
Print Name pp � �
The foregoing instrument was,acknowledged b me this day of Oc>t ,20 ,by /'t �Zi, St•lvGrs
as (type of authority,e.g.officer,trustee,attorney in fact)for
(name of party on behalf of whom instamtent was execute
Jt'14'
Personally Known_OR Produced Identification_ Notary Si �jJ
Type of Identification Produced ! a>L Name(print) 00
Verification pursuant to Section 92525,,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated .. _
in it are true to the best of my knowledge and belief
FORiMMOCaysd2o07
auu.a
_.—_—.--_,_._...._..,.._...._____.__.. ..�• vn �.-__-..:._.. Si�eofNu�adP�siglroxA6aye-.
--- -- - -- - - ---- - a►A �e,•. MICHAEL J`ANSELMO' _--- - -- - --- --- - -...-- - -- - -- -
- - -- - ---- - - '� - - - - - -
+_ Notary Public-State of Florida
- - ° Commission GG 072259 - - -
- !�'''�.',FOFc�d:•' My Comm.Expires_Feb,12.2021
,.-r,*-' .--,.j V FI...OQIDA,COUNTY OF PASCO
r.W y 1ST 0 CERTIFY THAT THE FOREGOING IS
TPI IF AND CORRECT COPY OF THE DOCUMENT
r:�I FILE OR OF PUBLIC RECORD IN THIS OFFICE
T;,�ESS MY HAND AN FFIC AL SEALT � m
1 DnY 4F� 2 In�t e 4ru_sr
K&COMPTROLL
DEPUTY CLERK
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
Permit Type: C�e ' dF' �
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
aA I
This comment sheet shall be kept with the permit and/or plans.
OCT 15 2019
v
Kalvin Switzer—Plans Examiner Date Contractolcaneor Homeowner
(Required when comments are present)
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20/3/204 8 Florida Building Code Online
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Product Approval Method Method 1 Option D ,
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Date Submitted 0 8/1 612 01 7
Date Validated 08/16/2017
Date Pending FBC Approval 08121/2017
Date Approved 10/10/2017
�o�ProduScat s"i. 3• _ _ �iY','.`.- �3.L.+#=t�:^._: T�`:•;a�`,�.,}r�-=�a�r�:t.-a._'>u= F-_`•'�'" s `z�`rh:��;ecYz%�.:`��J-_"x4`'. 3�i4�_
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iS491.1F Snap-N-Lock Panel EPS Foam Core Composite Panel,3",4"&6"with Aluminum or.
Steel Skins
Limits of Use Installation Instructions
Approved for use in HVHZ•Yes FL15491 R4 II Dwg,pdf
Approved-for use outside�WHZ.Yes Verified By: Frank L.Bennardo,P.E.PE-0046549
Impact Resistant:No .f - Created by Independent. bird Party:Yes E
Design Pressure:+991-99 i Evaluation Reports I
Other.See installation instructions for maximum ultimate and FL15491 R4 AE Eval.pdf
allowable pressures.See installation for panel limitations& Created by Independent Third Party:Yes
spans.
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Contact Us::2601 Blair Stone Rnad,Tallahassee FL 32399 Phone:SS0.487-1824
The State of Florida is an AA/EEG employer.Cn n ht 2007 2013 State of Florida. -.Privacy Statement::Accessi Lflgy statement::Refund Statement
Under Florida law,email addresses are public records.If you do notwant your e-mal address released In response to a public-records request,do not send elecdvnic
- mail to this entity.Instead,contact the office by phone or by traditional mail.IFyou have any questions,please contact 350.487.1395.xPursuant to Section
455.275{2},Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,FS,rm s provide the Department with an email adores;ft they,have
one.The email&provided may be used for official communication with the licensee.However email addressee.are public temrd..If vqq do not wish to supply..a,lreisogal
address,please provide the Department with an email address which can be made available to the public To detennlne if you are a licensee under Chapter 455,FS.,
please c8dc here.
Product Approval Accepts: .
s Credit.Card ,-:
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STRUCTALL BUILDING SYSTEMS DESIGN NOTES: MAXIMUM ALLOWAB No 'E�04 oft
EPS FOAM COREROOF PANELS - METAL SKIN POSITIVE AND NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:==
CALCULATED FOR USE WITH THIS SYSTEM .. ::
HAVE BEEN CALCULATED IN ACCORDANCE In-
WITH ASCE 7-10 AND THE FLORIDA BUILDING AS NOTED IN CLEAR 6'AZ --41,
CODE USING ALLOWABLE STREW DESIGN SPAN TABLES :% —.01
METHODOLOGY WITH THE CRITERIA.
OUTLINED HEREIN.
TOP&BOTTOM FACING: ENCLOSED STRUCTURELOADS: it I
0 024'ALUM/0,024-ALUM
0:030*ALUM/ 0.03D'ALUM 1. CALCULATIONS
BASED ON ASCE 7-10,Vult-130 MPH-180 MPH,
26 ENCLOSED STRUCTURE COMPONENTS&CLADDING,RISK CATEGORY-11, KdO.BS,Kzt-1.0,.Kz-TABLE
ga STEEL I 26ga STEEL 30.3-1, GCP1-+/-0.I8,15'MMEAN ROOF HEIGHT. R co
36"MAX OVERHANG SCREENED ENCLOSURE LOADS:
(SEj Al CLEAR AT FRONT,25%OF 2. WIND LOADS ARE TAKEN AS'THE MAXIMUM BETWEEN ASCEENCLOSED STRUCTURE COMPONENTS
S0�0_�,Z'Pft LAST PANEL WIDTH DESCRIBED ABOVE)AND THE GOVERNING LOADS AS ILLUSTRATED IN FBC TABLE 2002A fn ALONG SIDES,TYP. CLADDING(AS
FOR VERTICAL LOADS ON SOLID ROOFS,UP TO 15'MFAN ROOF HEIGHT,Vult-110 MPH-180 MPH: ow fil
OVERHANG*- OPEN STRUCTURE LOADS:
3. CALCULATIONS BASED ASCE 7-10,ROOF OVER OPEN STRUCTURE COMPONENTS lk CLADDING,
OBSTRUCTED WIND FLOW,RISK C4TEGORY=11,Kd-0,85,KA-1,0,V-0,85,15'MEAN ROOF HEIGHT],
Vult-130 MPH-180 MPH.
'LOA LIJ
0 COMBINATIONS UTILIZED IN THIS MASTER PLAN SHEET HAVE BEEN[HiPLIVED FROM THE
ALLOWABLE STRESS DESIGN LOAD COMBINATIONS 11"STRATED IN ASCE 7-10
4' ALL WIND SPEEDS LISTED HERE ARE Wit WIND SPEEDS.Yaw WIND SPEEDS MAY BE CALCULATED WITH
THE FOLLOWING CONVERSION;Vult-VaW x 1/0.6 >_ -9
PE ...CALCULATIONS CONSIDER 9.46-ROOF-SLOPE.ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER W Z
G
INC; NG. OPTIONAL 20 PEP AS DEFINED IN FBC SECTION 1607. �R-
CONNECTION ATOO�J GENERAL NOTES:
UTTER OR
MOST STRUCTURE I DRIP PAP 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE.
PER SEPARATE PANEL REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDMOW17)FOR USE WITHIN AND OUTSIDE RE W Z.COMPOSITE ROOF.PANEIS SHALL COMPLY WITH CHAPTER 7 SECTION 720,CHAPTER.8 SECTION
ENGINEERING OEM THE R be 4
803, S5A LFINISH, AND CHAPTER 26 SECTION 2604 OF THE FBC,. to 1 -2. COLD4.010HAP L INVBSTIGATE,ANO CONFORM To ALL I.OM BUILDING CODE AMENDMENTS
CONNECTION AND I WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL
MOST STRUCTUREIII I, ISPECIFIC SEALED ENGINEERING,
3 N 33-1/3% CREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.1 . I �
PER SEPARATE 4: 0 IN
DESIGN PRESSURES AS NOTED HEREIN ARE WED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A
ENGINEERING I i 2.0 FACTOR OF SAFETY.
5, THE A NGINUR OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH.WHICH THIS
DESIGN IS 0970 BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS
in DESIGN WHICH qHALL�,E COORDINATED BY THE PERMITTING CONTRACTOR.
6. SEPARATE Srrfi�PECIFIV'SEALED ENGINEERING SHALL 09 REQUIRED IN ORDER TO DEVIATE FROM
LOADS OR SPANS CONTAINED HEREIN, LINEAR INTERPOLATION OFT EA
��SUPPORTING MUCTURE PER T) H LLOWASUESPAN
ABLE LISTED HEREIN SHALL HOT BE PERMITTED.CONTACT THIS ENGINEER FOR ALTERNATE SPAN
SEPARATE ENGINEERING CALCULATIONS AS MAY
BE REWILREDIS GENERIC AND DOES NOT PROVIDE INFORMATION FORA C M
7. THE SYSTEM DETAILED HEREIN SpEcin
SITE, FOR SITE CONDITIONS DIFFERENTFROM THE CONDITIONS DETAILED HEREIN,A LICENSED
ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USBIN
CLEAR SPAN ISOMETRIC CONJUNCTION WITH THIS DOCUMENT.
N.T.S, ISOMETRIC B. EPS PANEL PERFORMANCE CHARACTERISTICS FOR SELF IGNITION FLAME SPREAD AND SMOKE
DENSITY HAVE BEEN FOWALIFIED THROUGH APPLICABLEASTM TEST STANDARDS,SEE EVALUATION REPORT I
FOR MORE INRMATI N.
9. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF INCLUDING
rT BUT NOT LIMITED TO ANY CONCENTRATED.LOADS WHICH MAY'LlITIPY GREATER DESIGN
SHALL BE ROOF LOAD CRITERIA SHAE PROPERLY ANALYZED. A LICENSED ENGINEER OR
REGISTERED ARCHITECT
SEAL ALL JOINTS 10. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-H254 ALUMINUM FACINGS
OR ASTM AM,CS TYPE B HOT DIP GALVANIZED 690 COATED STEEL FACINGS.EXPANDED POLYSTYRENE
zr
1
WITH CONTINUOUS 0,024-ALUMINUM, FOAM SHALL HAVE TCkL DENSITY OF 1.0 PCF.THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM
TS
R 26GA STEEL
CAULICU10 0.030'ALUMINUM FACING WITH MORAO M640 SERIES ADHESIVE(BY ROHN AND HAAS COMPANY),FABRICATION SHALL
ILS DENSITY EPS
ACCORDANCE WITH APPROVED FABRICATION METHODS BY MANUFACTURER
TURER FOR ALL PANELS.
/fO 11. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE A MEMBERS FROM DISSIMILAR MATERIALS To .4
CORE FOAF� .QNS PREVENT ELECTROLYSIS.
12, ENGINEER SEAL AFFIXED HERE To vAuCATus srRUCTURALbESIGN AS SHOWN ONLY.USE OPTHIs
SPECIFICATION BY CONTRACTOR at.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST F
_T SOAMAGES INCLUDING LEGAL F ES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION
SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND TMATWHICR 15 CALLED FOR BY E65�STATE,
FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN.13 EXCEPT AS EXPRESSLY PROVIDED HEREIN,No ADDITIONAL CERTIFICATIONS OR AFFI RMATIO NS ARE
INTENDED.
14. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AN.
INVALIDATE THIS CERTIFICATION. 15^2409a
CROSS BECKON A'I
TYPICAL K TABLE VALUE DERIVATIONS: SCALE8
Pon aptamly1mi
E
PANELINTERLOCK 1.6MkP'pgolp 5060275,506027C,
DETAIL L AECSMTC%RALPROPERTLES DERIVED CERTIFIED TEST REPORTS NmYT-
S060270,509014A.5090148 BY TERRAPIN TESTING,ESP0I23SIP-1,ESP0123SIP-2,ESP01235IP-3, for
ESPOI23SIP-3A,ESP01235IP4,ESP0I235IP-5,ESP012351P-6,EXP0123SIP-6A,ESP0123SIP-7,
ESPOI23SIP-6,ESP0I2.351P-9,ESP017.351P-9A BY ELEMENT MATERIALS TECHNOLOGY. -
N.T.S. DETAIL 2. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOP.LIVE LOADS OR UPLIFT AS WELL
AS CALCULATIONS FOR PANEL PROPERTIES,
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