HomeMy WebLinkAbout17-18299 CITY OF ZEPHYRHILLS
� 5335-8TH STREET
, (813)780-0020 1829.9'�'.
BUILDING PERMIT
� � PERMIT INFORMATION - LOCATION INFORMATION "
Permit Number: 18299 Address: 37402 CASTLEBERRY AVE
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: WEDGEWOOD MANOR
Est. Value: Parcel Number: 10-26-21-0120-00000-0670
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 3/27/2017 Name: WEYGAND KENNETH W &ALICE
Total Fees: 135.00 Address: 37402 CASTLEBERRY AVE
Amount Paid: 135.00 ZEPHYRHILLS, FL. 33542
Date Paid: 3/27/2017 Phone: 813-778-6021
Work Desc: CONSTRUCT SCRN ROOM 10 X 16
CONTRACTOR S APPLICATION FEES
BAHR'S ALUMINUM INC BUILDING FEE 75.00
DOUBLE M ELECTRIC ELECTRICAL FEE 60.00
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
O OCCUPANCY BEFORE C.O.
CO TRACTOR SIGNATURE --�- PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
�PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COI1r1MENTS
Cantractor/Homeowner: � �� S �G�m�� �-��V't
Date Received: �•— Z'--�j�
Site: � ���� �f�+�cs`E-(��� ��
_.-7.
Permit Type: � �� X �b �G��� ,/`/Yl
Approved w/no comrnents: Approved w/the below comm.ents: I� Denied wlthe below comrnents: CI
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This comment she�t shall e kept with the permit and/ar plans.
3 ��-1
Kalvin S itzer s Examiner Date Contractor a.nd/or Homeowner
{Required when comznents are present}
� � _ 813-780-0020 City of Zephyrhills Permit Application Fax-813780-0021
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Building Department
� Date Received —Z��� �
Phone Contact for Permitting
Owners Name AIICe W2ygand pwner Phone Number 813-778-6021
Owners Address 37402 Castleberry Ave.Z-Hills FL pWner Phone Number
Fee Simple TiUeholder Name Owner Phone Number
Fee Simple TiUeholder Address
JOB ADDRESS 37402 Castleberry Ave.Z-Hills FL LOT# �
SUBDIVISION Wedgewood PARCELID# 10-26-21-0120-00000-0670
(OBTAINED FROM PROPERTY TAX NOT1C�
WORK PROPOSED xe NEW[oNsfR B ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q a���niscree�R�om
DESCRIPTION OF WORK Screen Room
BUILDING SIZE �O�X�6� SQ FOOTAGE �60 HEIGHT �
�BUILDING $ VALUATION OF TOTAL CONSTRUCTION
2400.00
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ ���` ` ��n
r�j �.
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ���
OGAS Q ROOFING Q SPECIALTY Q OTHER (/L�� ��I �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO ���`,,.J���
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BUILDER � (,�oM - Bahr's Aluminum -813-782-3513
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address 6440 Fort King Rd.Zephyrhills FI,335 License# CRC057444 �
ELECTRICIAN / a �COMPAN �U(J�� �L�p�� f�
SIGNATURE G REGISTERED Y/ N FEE CURRE� Y/N
�Address "T[/� �7�U/ ��•2�/� nse# 1-��3d��7��p
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REG�STERED Y/ N FEE CURREI. Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnit for new consWdion,
Minimum ten(10)working days after submittal date. Required ansite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Faalities&1 dumpster;Site Work Pertnit for subdivisions/large projects
COMMERCIAL Altach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new construdion.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Siit Fence installed,
Sanitary FaaliGes&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
•"'PROPERIY SURVEY required for all NEW construction.
Directions:•
Fill out applicaGon completely.
Owner 8 Contractor sign back of application,notarized
If over E2500,a NoBce of Commencement is required. (AIC upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for the nwner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contrect required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW "
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NOi'iCE dF DEED RESTRiC't'14NS: 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 CONTRAGTOR RESPONSIBI�ITIES: If the owner has hired a contracfor 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 sfate Iaw. If the awner or intended contractar are uncertain as to what licensing requirements may appEy for the
intended work,they are advised to contact the Pasco County Building Inspection Divisian—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(sj sign
portions of the"contrac#or Block"of this applicatian far which fhey wi11 be responsible. If you,as the owrier sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting priviieges in Pasca
County.
TRANSFOF2TATlON IMPAGTtUTtLITtES IMPACT AND RESOURGE RECdVERY FEES: The undersigned undersfands
that Transpoftation impact Fees and Recourse Recovery Fees may appiy to the construction of new buiidings,change af
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
9Q-07,as amended. The undersigned also undersfands,that such fees,as may be due,will be identified at the firne 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 nr
fina!power release,the fees must be paid prior to permit Essuance. Furihermore, it Pasco Counfy WaterlSewer impact
fees are due,they must be paid prior to permit issuance in accordance with applicab(e Pasco County ordinances.
CONSTRUCTION LIEN LAW(Ghapter 713,Florida Statutes,as amended): If vaivation of work is$2,500.00 or more,I
eertify that !, fhe applicant, have been provided with a copy of the °Florida Construciian Lien Law—NomeawnePs
Protection Guide"prepared by the Florida Department of Agriaulture and Consumer Affairs. ff the app(icant is someone
other#han the"awner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"priar ta commencement.
CONTRACTOR'Stt3WNER'S AFFIDAVlT (certify that ai1#he infarmation in this apptication is accurate and that aIl 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 insta!lation as indicated. I certiTy that no work or insta!lation has
commenced prior to issuance af a permit and that aI!work wiEl be performed to meet standards of al1 iaws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I alsa
certify that I understand that the regulations of other government agencies may apply ta the intended work,and that it is
my responsibiiity to identify what actians 1 must take#o be in campliance. Such agencies include but are nat Iimited ta:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Nianagement Distact-Wells, Cypress Bayheads, Wetland Areas, Alferi�g
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Fiealfh & F2ehabilitative SetviceslEnviranmental Fleaith Unit-We11s, V+lastewater Treatment,
Septic Tanks.
- US Environmental Protectian Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
i understand that the following restrictions appiy to the use of fill:
- Use of fill is not allqwed in Flood Zone"V"unless expressly permitted.
- If the fii! material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted a#time of permitting which is prepared by a professiona�engineer
licensed by the Sta#e of Florida.
- !f the fi11 materiat is to be used in Fload Zone"A"in cannection wifh a permitted buiiding using stem wali
construction,I certify that fill will be used only to fiN the area within the stem waii.
- 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 fi(1 is found to adversely affect adjacent properties,ihe owner may be cited for violating
the conditions of the building permit issued under the attaehed permit application,for lots(ess than one{1}
acre which are elevated by fill,an engineered drainage plan is required.
If!am the AGENT FOR TNE 01MNER,!promise in good faith to inform the awner of ihe permitting conditions sei forth!n
this af�davit prior fo commencing construction. I understand that a separa#e perrnit may be required for electricat work,
plumbing, signs, welis, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shal!be construed to be a license to proceed with the work and not as authority to viokate,cancel,affer,or
set aside any provisians of#he technica[codes,nor shall issuance of a permEt prevent the Buiiding Official fram 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 abandaned Eor a period of six{6}months after the time the work is commenced. An extensian
may be requested, in writing,fram the Buiiding Official far 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 4F COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENT$TO YOUR PR4PERTY. IF YQU INTEND TO OBTAIN FINANCING,CONSULT
WITli YOUR LEPtDE O AN A RNEY SEFORE REGORDING YdUR N TI OF COMMENGEME .
FLORIdA JURAT(F.S.1 . 3 �
QWNER OR AGEN7 C�NTRACTOR � �'_
S s�( d nd swo {or a�rm } efore Sub�, b and swor t r affir ed}be vSe metqis
f }�`f�ti'��h�1�/ " bY � (•!���1}��� 1 ldin.33r.s�e 1^�
�'� o i ere ersonal y known to me or ha e produced o is/are personall o to m or has/have produced
as identification. s identification.
N'�� Notary Publie Notary Public
mmission No. Commission No.
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�—�d�p�jptect�r���d Name af Natary typed,printed or stamped
Utitf�i
2�!�`Y'��c���,�y COMMISSION#GG039755
E�tP1RES:OGT 1S,2020 s�,,Pv ROBERT HARTWIG
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'�,����Bontled through�st State�nsutance £�;�' ��MY CdMMISS(ON#G6039755
� ,��� IXPIRES:OCT 18,2020
` , ' �'��,��.� Bo�ded through 1 si State lnsurance
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'�ty���_�`"``;�M°;��,;s�"� FL� PL1S491-R3
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COt�O VEfS[Oh 2D14
Apptl�ation StaCus �PProved
comments
Archived
Froduct ManuPacturer Struckali 6uilding Systems,Inc.
Asidr�SsJPhone/El�aii 350 Burbank Rd.
Otdsmar,FL 3467'I
{813}855-2627
kmatuzaC'�struckall.com
Authorized Signatura Frank Bennardo
frank@engexp.com
Technical Representative
AddressJPhone/Emari
Qual4ty Assurance RepresentaCive
AddressJPhoneJEmait
CaCegory Roofin�
Su6category Nletat Roof�ng
Complfsnce.Nlethod �vaivatlon Repo�i from a Florida Registered Archikect or a licensed Florida
ProEesslonsl Engineer
� Evafuation Report-Nardcopy Rece9ved
Fiorida En�ineer or Architect Name who developed the Frank L.8ennardo,P.E.
Eualuakion Repart
Fiorida Litense PE-0046549
Quafity Assurante Entity RADCQ,INC.
Q�ality A5surance Contracfi Exp�ration DaCe OS/01/2016
Vaiidated By Keftk�E.Lorinas,PE
�� Vaiidatton Checktist-Hardcopy Received
Certificate of Independence FL2�,�91 ,�"e �C7t Inden.cadf
Referenced Standard and Year(of Standard} standard Ye�,t
ASTM E72 1998
ASTM E7� 2d0.5
ASTM E84 1992
EquWalente of Praduct 5tandards
Cert�Fied SY Plorida licensed Professionai Englneer ar Architect
FL15,4,�� R� Eou9v �gc�iv.t�df
Sed+ons fram khe Code
ProducE Approvat Method Method 1 Option D
!
;�� ; ''t. FL# Model,Number or Name Description
15491.1 Snap-N-Lock Panel EPS Foam Core Composite Panel,3",4"8�6"with AI minum or
� � SteelSkins
Urnits of Use installation instrudions
� Approved for use in HVHZ:Yes FL15491 R3 II Dwa.odf
Approved for use outside HVHZ:Yes Verifled By:Frank L.Bennardo,P.E.PE-0046549
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evatuation Reports
Othe�:See Drawing No.15-2409a for Panet Llmitadons& FI_15491 R3 AE Eval.ndf
Spans Created by Independent Third Parly:Yes
Eiack Next
fanWR Us:;1940 NaRh Monroe St�eet.Tatlahassee F�32399 Phone�B50-487-1824
The State af Rohda Is an AA1EE0 emD�oyer.ConvAaht 2007-2013 State o1 FloAda.::Prlvad Statement::
Und�FloAda law,ematl addresses are Dubtk records.If you do not wanc yaur e-mall address retPas�In response to a pubiic-reoords request,do na nd eledronic
mall to thls e�tlty.Irstead,mnbU the offtac by phone ar by Vadldonal meil.tl you have any questlons,please contect 850.487.1395.•Pursuant t Sectlon
�55.275{i),Flortde StatuMs,eRective October i,2012,Ilcensees Iln:nsed under Chapter 455,F.S.must provide the DepartmeM wlth an emaU add H they heve
Orte.The emalls provtded may be used fw offlcial communtpGon wtth the IlCensee.However emall addresses are pubflc record.It you do not wish W su ty a peJsonal
addr�s,ptease provide the Deparpnent with an emall address whldi en be made avaliable to the publlc To determlrte If you are a Itcensee under G�a er 455,F.S.,
0leese dldc�.
ProducR Approval Ac�pts:
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SCNfI METNIt:�
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CLIP ATTACHMENT NOTES RECElV1NG CHANNEL ATfACHMENT RIDGE CAP
CAPRI CUP: (SEE PG. 4—D) (INSTALL PER N07E• SECURE END WALL
PAGE 4—O) VFRACAL TO HOST S1RUC7URE
USE(2) L 1'X 1'X.060' W/(2) ,/f0 SM.S. W//10 X 2' SM.S m 24' O.0
,/�10 X 3/4' 7EKS INTO EA. FACE
QB CASRE CLIP: SECfJRE COMPOSITE � 12' O.C.
[ 1 1/2'X 2 1/B'X .050'REC. ROOF PANfLS PER T dc B C RECElV1NG
DETAIL PG. 4—D
W/(4) /10 X 3/4' 7EKS INTO BEAM OR OPEN BACK
dc (2) �/10 X 3/4' IEKS/NTO EA. SIDE OF COL
QB lN7ERNAL CLIP: INSTALLED POST PER
i �E[ 1 1/2'X 3/4'X 1 1/2'LG. X .044" 12 M�N• S��E 3'x3'POST CONN.
/(2) 1/4'0 X 2 1/4' TAPCONS 2 DETAIL Qe BEAM PER
BEAM TO COLUMN DETAIL
de (2) ,{10 X 3/4' 7IXS IHRU COL
INTO EA. SIDE OF CLIP. 3' S7RUC7URAL ALUM.
QB H CHANNEL• ROOF SY51EM (TYP.)
USE FULL WID7H W/M/N. (2) ,/f0 X 3/4" 7EKS 2'x3 x 050'EDGE BEAM
INTO EA. FACE.
ATfACHED O TdcB W/CAPRI CLIP
�(Qj�VFRACAL POSTS ABOVE AND BELOW OR CASRE CUP (SEE N07ES BELOW)
N7NDOW AND DOOR HEADERS ONLY 2'x3'x.050'ALUM. POST
REQUIRE ONE CLIP AT EACN END.
COLUMN ATTACHMENT AL7ERNATE
(TO TOP PLA 1E/BEAM OR REC[BASE) 2'x3'PURUN
� USE (2) �/10 �M.S. (1'M/N. PENE7RAAON) INTD SHEAR WALL (SEE NOIE BELOW)
SCREW BOS,�
GENERAL NOTES �'X 2•/3'x .o�" OPENBACK oa
i. 1/4'0 CONC. A.B. INCLIJDES: [ REC 1'/ 1 1/2'x 2 1/8'/3 1/B'x .050' W/
1/4'/ CONC. A.B. (2'MIN. EMBED.) O 24' O.C. (MAX.)
A. 1/4'0 x 2 1/4' ORIVE NAIL ANCHOR (EQUAL T0: WEJ—lT/ON1411). W/(1) 1/4'0 A.B. /EA. SIDE OF POST, WIIHIN 6'
B. 1/4'0 x 2 1/4' TAPCON (EOUAL TO ELCO) (2'AT CORNERS de NON—CONT. BOTfOM PLA7E)
C. 1/4'0 x 2 1/4'A.B. (EQUAL TO KW/K—BOLT)
.,
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.::�
3 1/B'X 1 1/2'X 1/8' [ BASE W/(2) 1/4'DIA. EXISANG 4'2500
TAPCONS OR EQUIV./pOST W/(2) 3/8'DIA. x 3 '/ PSI CONC. SLAB
1/2' THRU BOL7S
QQ ALUM. BASE INSERT W/(2) 1/4'D/A. X 2 1/4- SCREEN ROOM DETAIL
TAPCONS (2'M/N.—EMBED.) SECURE ALUM. NON—HABITABLE STRUCTURE N.T.S
COL. W/(2) 3/8'DIA. THRU BOLTS QB � �
(5) /10 (OR (4) ,/12, OR (3) /14) SM.S. ON
. EACH SIDE OF COLUMN > >�¢'x 5 1/2'x .120'
�•�'••�'�•�"�'�' ' �'• ALUM. FLAT PLAIE W/
(2) 1/4'0 x 2' CONC. A.B.
EXIS7ING 4'2500
PSl CONC. SLAB CABLE CONNECAON W/ I
�� �� 3/B'0 X 2' CONC. A.B.
�' 3 x3� POST CONN. DETAIL �•ANGLE ALUM. PLA1E'
N.T.S
CABLE BRACE EYE—BOLT I,
W/ 1/8'P �.� CABLE
NEW OR EXIST.
(TYP. OF(5)) /10 x 3/4' 7FKS CONC. SLAB
CABLE BRACE CONNECTIONS
A T CORNER & FOUNDA T ION
N.T.S
SHEAR WALL OP710NS (FOR SHEAR de UPUFT)
1) 5/8' Tlii Wt70D, VINYL. ALUM/NUM OR HARDIE SlDING OVER (1)
LAYER OF/15 ASPHALT fELT WA7ER RESISAVE BARRIER (PER
R703.2, EXCEP110N: DETACHED ACCESSORY BUILDINGS) � ALL BUT
5/8' T-111 SHALL BE 1NSTALLED OVER 7/i6' (M/N.) PLYM4?OD
- (OSB OR CDX) ATTACHED W/8d O 6%12' O.C. EDGES/lN7ERM. dc i
O 3� O.C. T�B � ALONG ALL HEADERS dc PLA7ES
- (NO • W)7NlN 8' OF f7NlSH GRADE MIJST BE P.T.) i
DAV1D NORR/S ENG/N££RING
112 COLEMAN RD.
, �'. W/NTER HAVEN, FL 33880
� � (863) 299-1048 P.E. 32186 Pg. 2—B
C A. 8283
J
STANDARD 4 ' VI/lDE SNAP-N-LOCK COMPOSITE ROOF PAIVELS
MAX. ALLOWABLE SPANS (DEFLEC770N = 1/80 MAX.) 14 S.M.S. OR 1 4"� LAG � 12" O.C.
COMPOSITE PANEL SKlNS SNALL BE OF ALUMINUM ALLDY — ALONG ENARE PERIMETER (OR #10
3105—N14/N25 (1.0#/C.F. E.P.S FOAM) SM.S � 8" O.C.) W/ 1"� (MIN.) [3" OR 3"
WASHER (1 1/2" MIN. EMBED. lN RECEIVER GUTTER IS
WOOD) REQUIRED ALONG ALL
EXPOSED PERlME7FR
MIN. SLOPE.• 1/4"/FT. PANEL EDGES I
2 x_ s.Me./PAno •
(TYP.) 2'X 3'KNEE N07F•
BRACE � 45'ANGLE BEAM SPAN lS
MEASURED TO POINT
OF KNEE BRACE. #10 X 3/4" S M.S
.024" OR .032" � �2" O.C. TOP
[ 2 1/B'ALUM. REC. CHANNEL ALUMINUM (SEE PLAN) AND BOTTOM
W/(8) /'10 TEKS PER EACH
MEMBER �EACH END (FOR WOOD OR ALUM.
C.M.U./CONC. WACL: USE (4) 1/4' ALUM. COL, BLOCK RDOF PANELS WALL OR BEAM
DIA. TAPCONS dc (8) �10 TEKS) WALL OR W000
FRAMED WALL N.T.S.
KNEE BRA CE `'
N.T.S.
REC. HEADER, R.F. (USE EX7RUDED ON MASONARY)
ROOF A TTACHMENT DETAIL
f 12'D O.C. T & B ROOF PANELS
FASTENER TO BE DETERMINED
HOST STRUCTURE
#10 SM.S X 1 1/2" � 4" (MAX.) O.C.
INTO WOOD BEAM/FASCIA
�
(2) #10 � 16" O.C. INTO WALL STUDS
QB
(2) #10 X 2" � 24" O.C. TNRU OP710NAL ATTACHMENT (UNDER OVERHANG)
3/4" (MIN.) FASCIA INTO TRUSS OR #1 D S.M.S. � 12" 0.C. THRU T & B OF
RAFTER TAILS�c PANEL/HEADER
�B
1/4'ID TAPCONS � 8' D.C. STAGGERED INTO CONC. #10 � 6" O.C.
W/#10 SM.S THRU REC. HEADER INTO PANEL BOTTOM STAGGERED
NOTE.• 1 1/4" MIN. EMBEDMENT INTO CONC. CAP
1 1/2" MIN. EMBEDMENT INTO W000 m
�k REPLACE ALL DETERIORA 71NG �
W000; W/FASCIA SECURED �
TO RAFTER (TRUSS) TAILS 10 S M.S REC. HEADER
� 12' 0.C. EX7RUDED #� S.M.S.
�f114 x _" S M.S. W/ TOP & BOT. � 12 0.C. REC HEADER
1" ID NEDPRENE WASHERS ���� TOP & BOT. EXTRUDED
RIOGE CAP ((4) PER PANEL EQUALLY SPACED) MIN. RIDGE BEAM DETAIL
3/4' EMBED. (1 1/2" MIN. INTO W000) N.T.S
Cp
. RpOF PIA EL R��F�°A�
� -
� DA VlD NORRIS ENG!lVEERING
112 COLEMAN RD.
WINTER HAVEN, FL 33880
RIDGE BEAM DETAIL � , (863) 299—f048 P.E. 3z�ss Pg. 4—D
N. . C.A. 8283
.,.�. . i:'
•
, - , COMPOSITE ROOF PANEL WITH SHINGLE FlNISH DETAIL
SCALE: N.T.S.
ATfACH SHINGLES TO COMPOSITE ROOF PANELS WffH INDUSTRIAL ADHESNE�
APPLY ADHESNE IN A CONTINUOUS BEAD 3/8' TO 1/2' DIAMETER SO THAT THERE IS A 1' WIDE
STRIP OF ADHESNE WHEN THE SHINGLE IS PUT IN PLACE.
FOR AREAS UP TO 120 M.P.H. WIND ZONE;
1) STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESNE UNDER THE SHINGLE
AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER
SHINGLE ROW INSTALLED WffH THE TABS FACiNG IN THE UPWARD DIRECTION OF THE
ROOF SLOPE.
2) SUBSEQUENT_ROWS OF SHINGLES INSTALLED WffH THE TABS FACING IN THE DOWNWARD
DIRECTION OF THE ROOF SLOPE WtTH ONE SiRIP OF ADHESNE UNDER THE SHINGLE AT
MID COVERED AREA.
FOR AREaS ABOVE 720 M.P.H. WIND ZONE:
1) 5TARTER ROWS OF SHINGLES SHALL HAVE 1W0 STRIPS OF ADHESNE UNDER THE
SHINGLE AT MID COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLE ROW
INSTALLED WffH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE.
2) SUBSEQUENT ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFlCATION WITH TWO
STRIPS OF ADHESNE AT MID COVERED AREA. ,
+ ADHESNE: CHEM RD(-PL PREMIUM 948 UREfHANE ADHESNE OR OSI-RF140
MINIMUM ROOF SLOPE: 2' IN 12'
3/8' TO 1/2' ADHESNE BEAD
FOR A .1' WIDE ADHESNE
STRIP UNDER SHINGLE
/
DA ND NORRIS ENGINEER/NG
112 COLEMAN RD.
-`� WINTER HAVFN, FL 33880
J ` (863) 299-1048 P.E. 32186 Pg. 5-E
C.A. 8283