HomeMy WebLinkAbout16-17495 CITY OF ZEPHYRHILLS
` 1 5335-8TH STREET -''�� Y
'+ (813)780-0020 1749.5��
. BUILDING PERMIT �`
PERMIT INFORMATION LOCATION INFORMATION " -
Permit Number: 17495 Address: 7229 LANDOVER DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-0050-00000-0490
Improv. Cost: 29,104.00 OWNER INFORMATION �
Date Issued: 6/24/2016 Name: DUNGAN, DEBRA
Total Fees: 337.50 Address: 7229 LANDOVER DR
Amount Paid: 337.50 ZEPHYRHILLS, FL. 33540
Date Paid: 6/24/2016 Phone: (813)788-0807
i Work Desc: INSTALLATION POOL CAGE & FLORIDA ROOM 993 SQ FT
CONTRACTOR S APPLICATION FEES
BAHR'S ALUMINUM INC BUILDING FEE 277.50
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
frst 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 properly 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,Sp ifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
� NO OCCUPI�NCY BEFORE C.O.
�
� CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
, �
�CITY OF / / I I BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION �
� • • - • �
ADDRESS DATE PERMIT,f
� � C �S" `' ��f�
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
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It is unlawFul tor any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL I
cover or cause to be covered,any paR of lhe work with flooring,lath,earth 7$�-��2� F R R -I SPECTION i
or olher material,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR r�
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' e�s-�eo-oozo City of Zephyrhills Permit Application F�-e��-�eaooz�
Building Department
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� Date Received phone Contact for Permlttin
TT7-1-�-ITr- -
Owner's Name r�� (� G(,/� Owner Phone Number O �� oL �-
Owner's Address oC�� � ✓� {� Owner Phone Number
Fee Simple TiUeholder Name Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS �d LCL/lLf O I�Qi` Y- LOT# �
SUBDIVISION � Gl V J PARCEL ID# 3 b�z 5-OaS�D-�b�o o-0 �l�U
(OBTAINED FROM PROPERTY TAX NOTIC�
WORK PROPOSED B NEW CONSTR e ADDlALT � SIGN � Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK Q � l � G� �O D
BUILDING SIZE S�F TAGE % -/ � HEIGHT �
�BUILDING $�7 A�v`f,D VALUATION OF TOTAL CONSTRUCTION
p��-/
Q ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
, Q PLUMBING
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ` � C,�
!`—v /
QGAS Q ROOFING Q SPECIALTY Q OTHER � ��f���
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
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BUILDER �C MPANY PL �S /T I k� � � ��
SIGNATURE REGISTERED Y/ N FEE CURRE� Y 1 N
Address � � ��V"�' r`� License# C���.-� �� 1 1{
(� /�-- �
ELECTRICIAN OOMPANY D� I � (i��C
SIGNATURE REGISTERED Y/ N FEE CURREn Y/N
Address " ' � � License# ^� �,
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111
RESIDENTIAL Attach(2)Piot Plans;(2)sets of Buiiding Plans;(1)set of Energy Fortns;R-O-W Pertnit far new consWction,
Minimum ten(10)working days after submirial date. Required onsite,Canstruction Plans,Stormwater Plans w/Silt Fence fns�lled,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge proJects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new consVuclion.
Minimum ten(10)working days after submittal date. Required onsite,Construclion Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets oT Engineered Plans.
""PROPERIY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner 8 Contractor sign back of application,notarized
If over 52500,a Notice of Commencement Is required. (AiC upgrades over E7500)
" Agent(for the contractor)or Power of Attorney(tor the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITi1NG (copy of con[ract required)
Reroots if shingles Sewers Service Upgrades A!C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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NOi10E OF DEED RES'[R!C'CIONS: The upderstgned under�tands:th�t thls��tnt�Emsy-be.subJect to"deed"restrtc!lons'
whlch may be<I'nona testhlctive-then Gounty regt��attot�si:The und'erai�ned°assunne"s'responsitillity for campilance�hrith any
• ePPttcable deed resMcttons. . ,
� UNLlGENSED CONTRAC'TaRS-AND CON7'RACTOR�RESPONSIBIta71ES: If the ownsr has htred a canhactor or
coniractws to underteke work,#hey mey b�a,rreputre,d_•fo tie.�icensed ln easardance.wlth state.and:lacal regulations. if�the
cantractar is not Ilt�nsec!as requtted°tiy larN,tiaUrthe aumer arid contseotoi•niay be=ci#ed for a misdemeanar vtolaNan
under state law. It the owner or Intended�eonfra�tor:are.�ncerteln as to whet Ilcenaing.tequlrements may.epply:ior the
tntended work,they are advlsed to cantact iFie Pasco County 8uildlhg tnspectlon DTvtston-ticensing Section et 72T-Bd7-
, 8008. Furthermore, it the owner has hlri8d a coritractar ot contractUrs, he!s advlsed to havs the cantractor(s),stgn
• portlona of the"conhactor Block'of thie applk:atlon for wh�h they will b.e..respons�ibie. df you,as the wvi'ie�'stgn�as fhe
contractor,thettnay be�$n iiit�ica@on thst�he is not propetfy llcens`dd and�ts not entftled to permitUng ptfvllege8 in Pasco
� County. �
� TRANSPORTATION IMPI0.CTIUTILt'FIES`IMPdC'r ANb RE3ClUItCE RECOVERY fEES: The undersigned understands
that Tre�sportakion Impact Feas:and.Rec�urse RecovqN-Fees may.apply+�'ta t�e constructton of new buildlnes,•chan�e of
use in existing bui[dings,or:expanslorr�of'�iti��ri��6u(l�ings,as spacifled.ln Pasco County Otdlnance number 89-07 and
90-07,as amended. 1'he undetsigned also understands,thaE-such fees,•as:may6e due,,.�nrlll�be ldenpBed at the�tfm�°of�
permfritng. !t is furtlier understood that Trans{tortat[on impact Fees and°Resauice Recovsry'Faes miist be pald ptiat ta
recelving a'certiflcate of occupancy'or flnal-pawer.release.; :If the.proJeck.does not involve�a certiAcate of nccupancy or
finat pawer retease�ihe fees mu�t be patd prtor ta pettnit Issuance. Fuitlier�nore;K.Pasco County 1Nater/Sewer-Impact
fess are due,.11iey�must be.paid prlor M pesmtt-tssUanct�tn aC.cardance wittt'sppitcabte Pasc:fl County nrdlnences. -
CONS'fRUCTION GIEN'LAYV(Clieptar 713,FloKda Stetutes,es amended�: It valuatlon of work Is a2,600,00 or more,I
certiFy #hat I, the sppticant,.heva.been provtded with a copy oi ihe�'Ftoflda t�onsUuctton'Llen Lax�-�-Homeowne�'s
Protectlon�uide'prepared by U�e Flo�ida Deparhnent'af Agricatikura and Consumer�Affahs. If the appl{cant Is someone
I other than the`owmer',I certify.th�t I_l�ve obtainetl'a copy;of:the abova.described ifocuinenYend.q�amiseln,gQod felUt to
deliver It to the.'ownef'�or to�commencement.' '
C4NTRACTOR'SlOYYNER'8 AfFlDAYIT. 1.«�it�ty tki�t:al1 theF:lnfo�mattan.l�this appllcatlon is accurate.and that ai!worlc
will'be done In compllance with all.eppltcable laws regulatlrtg construcUon,zoning and Iand davelopmenk. Appllcatton Is
hereby made !o abfein..a.permit.#o �!o v¢cfit,,and thstatla�on as irtdlCatiad:. � certifyr that no work or tns�tlatton has
cammenced prlor ko Isauance ot a perii�if`and that;aA work wl11 ba performed to meet stand�ds ot aii laws regulating-
conatructlan, County and City codes, zoning regulaUans, and land development reguladons�in tha Jurisdlcklon. I al'so
ce�ity that t understand that the ragulatlons of other govemment agenctes mey appty�to Ure lntended wortc,and that it is
my responslbillty to idenlKy whgtections`1 muak�take 30 6edn:cottlpllance: Such agencles indude buf are.not ilmfted to:
- Department of Emrlronmentai Prolec8on-Cypress.'9ayhead�;'WeNend Areas.and Environmentally Sensithre
tands,WaterlWastewater7reatment.
- Sauthwest Florida Water Management�bts(ric!Wells, Cypress.�8ayheads, Wetland Araas, Aitering
Watercourses. , '
- Art»y Cosps of Engtneers=Seaweiis;Docks,IstavtgatiEe Watetways.
- Department of Health�8 Reh�bilitaNve Setvlce's/Erntronmental Health Untt Wella, Waste+nrater'frestment,
SapUc Taritis. .
- US Et►vironmeata!Protectton Agertcy-f.►sbestos abatement
Federal Aviatton:AuthoHty-l2urnvays.
i understand that the falto6iring.resWettons aPPty ta the use of�11:�
- Use otti0 is no!sllowed in FloodZone'V'unless expressly parcnitted.
- If the fiii materlal is to ba uaed.In flood Zone 'A', it is undenatood that a dralnage plan addressing a
'campe�sating vatume"wilf be�ubmiited at ttme of petmiNJng wh(ch ts prepared by a pmfesstonat engineer
Ilcensed by the Stete ot Florlda:
I - if ih�fli) materlel is�to.be used In Fiood 7one'A"in+connecilon•with:a permitted bullding using stem wall
constructlon,i«�rtify tttat flil:�rlll:be�sed on4y.#o f�l the acea wlthtn�the stem watt.
- If fllt matetial Is to be used�In�.a�y erea, ! certify that.uae of such lill w!!I not adverssly afFect adJacYent
' � propertles. IF use of fill la found to adveremiy,�ect adJacent�propertie�,.the owner may be cfted for.vlafaUng �
• the cand�ions oflhe.bullding-pemiit tssued�under ttis a�cFied,petmit appik;a�on,tor tats tess fhan.one(1j
acre which ere elevated�by flll;�n�ngineered dralnage plan Is requlred.
tf 1 am the AGEFIT FOR,THE LIWMER,i;promise tn goqd f�ith#o IMorm the owner af the pemillting conditlons set torth in
this a�idavit prlor to�romrrterscing conat�vct#on. i utideratari�that a s6parate permlt may be ceqained for etacMc�l work,
plumbing, signs,wells,,poals;alr conditionin8,.gas, or o�ei instaliatlons noE.speqticalty induded�in.khe appltcaUon. .A
permit tssued shafil be cor�sfrued ta be a°Iti�nse to praceed wlth Ni�wairk end not es.autfiority to,violake,can�st,atter,or
set aslde er�y provisions of the.techdlcal cwde�;nor she!!lssuance�of a.germlkprevent the Bultdirig Oltldai irom thereafter
�equiring a comactlan af errora in plens;constFuctton or vlola8ons ot any codea. Every permit Issued ehelF become Invalid
eeniess#he wark aa#horized by auch perm(t�is.commenced wlthtn s{X.�tanths of permlt Isauance.or ff work authortzed by
the permit la suapended or,ebar�doned for a.peHod of sUc(8)months after the�me the�work=�s commerrced. An extensfon
may be requested,tn writtn�,from itie Building,t3fflclal for a period•not to ex¢eed ninety(90)days a�d will demonstrate
JustNlabie c�ause for.the e�ttenston ifi wc�rk c�ases.for ninety.{SD}c�nsec�ttve days,,#h\io5�tsconsidered abandoned.
WARNING TO BWNfR: YOUR_FAILURE•Tt�RECO�A.MOTICE.QF COMM6MCEMENi` -RESULT`M YOUR
PAYtNKi'tWIC�FORfMPRQVEMIEt+�'S-��i,�Otl�P�t3�'Ef�T1l. I�YOU�l1�4 .':�'b8= :f ' 6iNG;�ON3ElLT
WfT U D � - O �, pU , .
fLOR#DA dUftA�(F.S.117.03} -
OWNER OR A��NT CONiRAbCTO ,
Sub�albed and ewom to(or e�lrtned)beforo me dds Stibsat6ed'end , �6 ,
aY
Who Islaro personelry knrnm to.me or haNhave produced. Who INare p nally owm me o prod'
ae tde�iRc88pn. a�idelt Ilon. ��
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Notery PuhRc - � ?'' Nohary Puhllc
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Commisslon Na�~ Com, 'at N ,`
_�; '��- Commiss3an#FF 150422
� Nama oi Nohary typed,pdnted or e6amped Name ot Noie ' o �
i;pffl°��' 0onded hr�TroyFaininsuranu800•385•7p19
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. City af Zephyrhills
BUII,I}IN�PLART REVIEW COIV3:MfENTS
'
Cantractar/H�ameowner: „S �1��1�CGf�'�j
' Date Re�eive�l: _ lCJ'"`����? .
s�t�: . �z�-c1 ����.d�r ��. .
, . - Ql��s ,.
Per.mit Type: �� (yC�l � �
Apprave@ whio comments:❑ Ap�arove�wltl�e below comments:` ' Denied wfthe belo�r comments: �
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Tfiis comment sheet shall be kept wzth the pernait andlor pl „/'"—
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Kalvin Swi#zer ans Exarniner ate +Cantrac and/or I�omeowner �
. (I�equired when comments are pxesent)
� .
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� � i iiiiii iiiii iiioi iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii ii��
2016092243
, Pertnit No. Parcel ID No
�, NOTICE OF COMMENCEME T _
State of �l� I" ! � Counly of ��l S C V
THE UNDERSIGNED hereby gives noBce that improvement will 6e made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this Nolice of Commencement: ! r /y
1. Description af Property: Parcel Idendfication No. .3 �J' S�/ —D�J���D��u� ��7
Street Address: �-� / ��� {/� � C �' � � � �,�5 y �
2. General Description of Improvement
{� � O!� �� ./�p p�1'/ , � (�d l/� �,� l� Rcpt:1778578 Ree: 10.00
DS: 0.00 IT: 0.00 ,
3. Owner Information or Lessee information If the Lessee contracted for the improvement 06/14/2016 J. G. , Dp t,y C 1 er k
� �r�, Dr,�,r�
�� Name 0 YL,�/ � ��A/7�f�/ ��.S �L
Address Ciry State
Interest in Property: �(A��_ P i�
Name of Fee Simple TiUeholder.
(If difierent from Owner listed above)
Address �/_ Y / (,��/ n GC/�YI I V`� � n �J�{�l,�i u��P� S[ate
4. Cantrector. 1'L ( r !Vt
�1�� �v►- lC � � 2eo f�v✓!� i f ls �
Address (���� ^� —� City State
ConVactorsTelephoneNo. 6 � PRULR S 0'NEIL,Ph D PqSCO CLERK & COMPTRO!_LE
s. surety: 060R BK 1���'f m PG 3�72
Name
Add2ss City State
Amaunt of Bond: $ Telephane No.
6. Lender.
Name
Address City State
Lender's Telephone No:
7. Persons wilhin the State of Florida designa[ed by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
I
Address City S[ate I
Telephone Number of Designated Person: �
8. in addition to himself,the ovmer designates of_
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entiry Designated by Ovmer.
9. E�iratlon da[e of No6ce of Commencemenl(the expiration dale may not be before the compledon of conshuction and final payment to[he
conUactor,but will be one year from the date of recording unless a diHerent date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFfER 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 IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSlED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalty of peryury,I declare that I have read the foregoing notice of com ce nt and that the ts sta[ed lherein are true to the best
of my knovAedge and belief.
STATE OF FLORIDA
COUNTY OF PASCO ��
Signature f Owner or Lessee,or O s or L e' u[horized
Officer/DirectodPartnedManager
Signatorys TNe/Office �
The foregoing insWment was aclmowtedged,,�+before me this/ I day o�(/l�L ,201�y �'�-�✓ ��A �`�
as V w�'l-Q�'� (ty of a ority,e.g.,offic , tee,att mey In fact)for
ame of p�Ry behalf o ' s men[was executed).
Personally Knovm❑OR Produced Identfica6on�y Notary Signatu
Type of Identification Praduced `D !� �~e(Print)
Y�4 CHRIS HELGESEN
Ot%9'.`
rr �o MY COMMISSION#FF920719
��� IXPIRES:SEP 22,2019
Bonded through 1 st State Insurance
wpdata/6 cs/noticecommencem en[�c053048
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fnso�� � . � � 7'RUE A�l�CO�h'P, � OING IS�1
EC7 C01�1'C;='f�,�,DOCUMENT
� d heT�*� ' ON t=1LC Oi-W'r OF pUC�LIC f?ECC'.��rJ it�,I I i�'I�OFFICE
� . O o � l�'V1TN S�ftlIYNANUAIvD .f=ri�;I,wL���
�s��� �t18��t . � �•x DAY OF � ����S�L.O
�7�, o � � �AULA S O'N�IL,CL�-, �� . ���i;��l"fi��l.ER
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BY_T'- D�PU1-Y C:.ERK
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Applicatiop Type EditoHai Change.
Ccide Version. 2010
Application Status Apprwetl
*Apprroved by OBPR,Approvals by DBPR s?�all 6e revi�w2d and rat�fied by
t#ie P�C andJor thg.Commission if necessary,
Comments
Archived
Product ManuPadvrer Klnro,Inc
Add.'ress/Phone/Emat! 2Zfl3 College Ave.
Ggshen,,IIV 46528
t579)�535-1125
rmanthey@Icli.cam
Authorized:Signature Rick.Wright
rickvu@rwbldgconsuitants.com
Techn(cal:Representative
Addr�ss/PfionejEmail
Q�aiity Assu�ance RepresentatlVe
Addres"s]PhonelEmai I
Category windows
SutitaCegbry Sfrigle Hung
Compliance MeEtiod � GertiF�cation.Mark ar Cistiiig
Certiflcetion Agericy American:Architectural Manufaeture�s AssociaGon
Valldated ey Rjrari�J.King;P:E.
�• lialldation Checkiist-tiardc6py R2ceived
R�ferenced Sfandard and ltear(of Sqndard) �tandard vear
AI►MA/WbMAJCSA 10111.5;2/Ft440 2005
kAMA/INDMAJCSA 101/i,5.2JA44fl 2008
Equtvalence of Product Staijiiard5
CeitiBed ey
Product lipprovai Method Meifiad 1 Option A
Date Submittetl 02/20/2014
Date Valiifated 02/23/2014 ��
Date Pending.FBC Apprnval
�ate Approved U3J04J2014
Date Kev�sed 02J2412DI5
Sumrna oE P�oducts
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2703 COLLEdE AVE. �����LL��E�DTM S�s�5$ `
GOSHEN, IN 46526 ��v ���
��� 6 �
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MODE19750 ' � ��j��4
,�/
PVC SINGLF HUIVG WINDOW � �� �
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W/ NAIIlNG F1N � Q �
"NON-1MPACT' � W ,rj% � �g
� � � � ��
ca�o�Ho� o � � <
n�[s p�oauct and,or(ng�avdng nas tiee�develo % Wx ��
ped in compBance rvith Ihe 2010 Ftaida
� o �
�nld�ng Code(FBC)exctudir►g the'High Vetocify Hurttcane Zone'.See the Ce�ffication b � :�� � z �
AgencY Cerli@cate for sKes.specifteailons and raNngs. � � � '� �
� � � �a
Product anchors shoA be as I'�ted and spaced as shawn on defolh.Mchor embedment to Y n
base moferlal sf�9 be beyond wo9 dre�ing,stucco,foam,br6ck and ofher wCB Coverings. �� �����
Wood saews sfioC be iruta�ed tolloNMg trutallaBon UufiucHor►s of ANSII AF3PA NDS 2005.AO
ofher fastener types to be lnstoDed tol�owing tastener manutacturefs tnsla9atlan tnshvcHons. ���:
,
Fasterter embedment depths,edge dhtances and canter-center distances sha0 be us � �
spedhed by fhe fastener manufach�rer buf(n no k►stance shdl they be less than shown In th's — � i
drGwlRg. $�i o� i
Where shtms are used,they musi be a'Yfgld/stitP mate�101 Ihot comp6es with the � . �
$��� �
requiremenh of fhe 2010 FBC. �
k' I
Positive and�gotive design preswre requiremenh tor use with fh6 drawing shdl be � g °
detetmtned by ottrers for spedRc(obs in accordance wlth the govaming code. �� �
5�te condt�ns not cover�ed by Hds drawing are subject to twther engtneedng cnailysts. N=��� �
�ro� �
iAlLE Of COMIENf! ~n"�••z o°
SNEE�1 DESC@lPROH � � . � u � 6 01 f0 ? I
1 T ' elevotfon.d 6 rotes " � N.T.S. °
2 Hodroncd a venkm uoss see►fo�u a bm a more�ls _ .'�;."H aro.en ,Ip m
3 Katrn�rd a vedroot aos seetior��d de�oa 48.8'.�x 6�.6• ad.�5�x do.o� +50.0 -50.0 �,c w. « a „
a e�ac a maree
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� //�� 81LL QF MATERIALS �� � a��� '`
2 ' IIEM DESCR(P1[ON MATERIAL ' �� � .
A 1/4'MAX.SHIM SPACE A �
i B 2X BUCK SG xi 0.55 WOOD ,P�
/%/ C MASONRY-3.192 P51 MIN.CONCREIE CONFORMING i0 CONCRETE
' Ap 301 OR HOLLOW BLOCK CONFORMING TO ASTM C40
X D H8 R 1"PPH SMS STE9.
E 1/4'X 23/�ELCO OR IIW CONCREIE SCREYV STEa
/ F �8 X 1-1 PPH SAAS STEa � �
//� G 2X FRAMMG WOOD � �
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Z 4 VERTICA!CROSS SEC110N �s+'� AP o
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3 � � AIR SPACE ��
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X GlA21NG BEAD ��
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1 OWIOMAL CROSS SE ON ��= �
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1. 2X FRAMMG TO BE DBIGH� s
BY iHE B�GR1�t OR ARCF91ECi � �V� �
OF RECORD BAS�ON WIND LOADS � ��$`~
, ANDiHECIADptNG 88NG US�. ��a ��+ �
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>PB�IfNG OPB�IRlG � � ' --` � � �t
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V, /
2X BUCK (�� O_hs li� V � �
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BIlCK ANCHORlNG FRAME ANCHORING fRAME ANCHORlNG ����
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ONCREiE ANCHOR NOiES: �
ibsllh�itan of eq�ct conerete screws hom o different suppBer may have diBerent ed�e cAsiance and cenfer dMance requtrements. i
onaele suew locations ot Iha oomeis may be odjuted fo mdntdn ttoe mtrdmum edge dMonee to mat�jo�b.H eanCrele serew ^�_o
catio�n noted as'MA%.ON CENtER'must be ac�usted to maMtnin the mhrttmum edge dtstance lo mortar Jolnh,adc6tional cortaete _o w �
xews may be requ6ed to enwre the mmdr�sm on cenfer mmenslon g�t exeeedetf. ,.a �
orraete anchor tobte: � ' g
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-�.:`EGCi7� ;�':`�' 1J4' 1-1/4' 1' A' FL-993.1 0
_ ���� �
. �71,14J20i� Florida Building Ccide�nline
A���
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�
���#J�����d� BCIS Hottie (�t.og tn � User Regfsvatlon t Hat Topics E Suhmit 5urcharpe i Stats�Facls ; �PublimUons � f8C�5taft `r� BC(S Site Map ( L[nks I Se��ctf p
Busfnes���,. ,�
Professi �af a us�Publ�AusPerrova)
��'C�.11���10�1 .
� , ProducE Aonrova�Menu>Proiluct or:noolication 5earch>Aondcatlon-�.15c>Application OaWil
�s�t'�Y.e �-
FL# FL331-R11
'"'-""'� Application Type Revlston
Cade Version 2014
Applicatio�'StaEus Approved
�Approved by DBPR.Apprqvals by DBPR shall be reyiewed and ratified by
fhe P�C and/or the Corri f i n if necessary:
����RK SHA
LL CO
c.ominents FLOR DAIg��pINGS MP�y wn.H
Arcfiived C n'OF ZEP ECTFZIC CODE,AND
Product D7anufacturer PGT industrfes HYRN�L�'�A���Nq►��ES
Address/Phone/Email 1070 Technology Drive
Nokorriis;.PL�342Z5
� (941)486-0l00 F�ct 22318
, dFuark@pgtiridustries.com
Authorized Signatu�e Jeas Rosorvski. ��'V��W
jrosowsW�pgtindustries.cam�trY �F (�q�'� Q—)�_�
z�P ��
'fechnical RepreseriWtive Jens Rosowski ��.•-1N F�q��NER H�S
Address/Phone/Emaii 1b70 Technalogy Drive �
Nokomis,FL 3�4275.
(941)486=010D Ext21140
jrosowski@pgttndiistries.com
, Quality Assurance Rep�esentative
ABdress/Phone/�mall
Categofy' Exterior poors
Subcategory Swinging Exterior poo�AssemBiies
Compl(ance Method Certification Mark o�Listing
Certification Agency Keystone GertiNcations,Ine.
°Validated By Steven M:Urich,PE
� Yatidatfon Checkilst-Hardcopy Received
Referenced Standard and Year(af Standard} �d Year
AAMA`450 2010
AAMA/WDMA/CSA 101/I.5.2JA440 2008
ASTM:E-1$86 20D5
ASTM E-1996 2009
ASTfN E-1996 . 2012
Equiyalence of Product Stanclards
Certtfed By
ProducE-Approval Method Method 1 bption A
Date Submitted 06/11/2015
qaie Validated 46/16/Z015
Date.Pendln�F8C Approyal
'7l14120,1�5 Florida Building Code Ontine
Summa of Products
. FL# Model,Number or Name Descriptlon
331.1 CD-290 Aluminum Hinged Door
Limits of Use Certlfleatlon Agency Certiflcabe
Approved for use fn HVHi:No F1331 Rii C C11C F0.290 Certificatlon.odF
Approved for uce outslde HVHZ:Yes Quality Assurance Contraet Exptratlon Date
Impact RBef6ta�No 09/21/2018
Design Presaure:N/A Instai�tion Instructlons
Other:Please See the Installatfan Instructions for design FL331 Rii it FD-290.odf
pressure,size and anchorage infortnaUon. Verifled By:A.Lynn Mlller,P.E.56705
Created by Independent Third Party:No
Evaluatton Repoet�
Fi 3a1 Rii AE FD-290 Evaluatlon.edf
Created by Independent Third Party:No
331.2 FD-455 Vinyl French Door&SldelitelTransom ,
Limita of Use Certification Agertcy Certiflcate
Appr'Oved f0�u8e tn HVH2:NO FL?31 Rl l [ CeC Certiflcatlen FD-455.odf
Approved for use outside HVH2:Yes Quality As�urance Cor�trad Expirat(on Date
Impad Resistar�No OS/21/2017
Design Pres9ure:N/A Installation Instructiona
Other:Please see the Installadan Instructians for deslgn Ft331 Rii tt FD-455.odf
pressure,Size and anthorege informadon. Vertfied By:A.Lynn Mlller,P.E.58705
Created by independent 7hird Party:No
Evaluadan Reports
- FL331 RS1 AE FD-455 Eval�ation.odf
� Created by Independent Third Party:No
331.3 FD-555 Vlnyl French Door&Sldellte/Transom
Limiffi of Use CerdHeatton Ageney Certiflcate
Approved for use!n FiVH2:No F�;31 RIi C GeC CertlNcatlon FD-555 ILodF
Approved for use ouffilde MVH2:Yes Qualtty Assurarrce Corrtrad Expiratlon Dabe
Impad R�sfataM:Yes 05/21/2017
Deslgn Pressure:N/A Installatlon Instrudions
Other.Please see the installadon InStruction5 for design FL331 Rii II FD-SSS.odf
pressure,size and anchorage informatlon. Verlfled By:A.Lynn Mlller,P.E.58705
Created by Independent Third Party:No
Evaluatlon Reports
F�331 Rll AE FD-Sg5 Eval�atlon.edf
Created by Independent Third Partyl:No
6aCk Ni;a[
�{�::19M North Monroe Street Tailehasee R 32399 Phone�850-,87-IB24
Th!Stete of florlda IS an AI1J�ertlployer.�oavrinht 2007-201?SLte of Flerida_:;Drivncv Statement:;�[::RHund StntemeM
Under Flerme lew,anaU addressrs irc publtc reaords.If you do eoi wa�K your tmail address�In respo�e W+publk-rem�rds reW�t,do not send d�lC
mall to this cntlty.Instead,oontaG the oflka by DhOna or by GadltFonat mall.II you hava airy QuesUaN:,please cnntact 850.487.1395.�Rusuant to Settlon
455.275(1),Ftalda StabA�,elfeOlve October 1,2012,Ilansees Ilmnsed undv Chaptar 455,F.S.must piwWe!he DepnRmeM wlth an anall addr�s H Nxy Aave
one.The ematB provtdM msy be used tor afHdal mmmunluUon with the Uxinea However ana�l addressrs arc pudk reow�d.if you do not wlsh to supply e personal
addmss,please pmvtde the Department wlth an ertWU addilSS whkh can be made avallable W the Dublic.To deDennine K you aie a Ilaer�sen uttdv Chapter�55,FS.,
ple�se dldc�. ,
Product Approvai Aocapb:
����
secvtil�xFl K lls
�
ca�a�u.No�s: �wcHoa�oa►Tarts a sPaciNc .
1)TNEANCHORAGE METNODs SHowN HavE BEEN oE81o1�ED70 37�/8'OVERALL MAX T3-3l8'OVERlW_MAX.
COYPLY WRH THE FLORIDA BUILDINO CADE FOR 7HE OESIGN ���38'BUCK MAX.(2-9AR) j �72'BUCK MAX.(2�8AR)+�
i
z�wOo�DBSUCKSDEPiC7EnaBtxAREl.EssTwWta2'TH�qc1x 13-1/18• ---� l3-1/6
WOOD BUCKS ARE OPTtONAL IF UNR IS W9TNIED OIRECiLY TO M�� �T 80-11H8' M�• �M
Soi.�D CONCRETE.WOOD BUqc6 DEPICTED As 2x ARE 1•t??HICK OR � SH OR PW T O�� � SF1 OR PW SH OR PW gp-11/18' i
ORFATER.ATTACFpNENT MEZFIOD OF WOOD BUCKS SW1LL B8 DONE 27-1/2' INSERT 20'MAX. M� 27-12• INSERT INSERT 0��� �
BY OtHERS. �. � MAX. MAX. '
3)8EE TA6LE FOR MIN1MlJM EDCiE DISTANCE FROM CEMER OF 1 — � O $EE 80'BUCK � C 80'BUCK ;
ANCHOR TO SU83TRATE ED(iE(EXCLUDINfi FlM9H OR SiUCCO). -L // NOTE MAX MAX �
4I SHIM EACH ANCHOR LOCATION WHERE THE PRODl1CT IS t�T � A (z-e�t) /! �� (z-e�tt) 1
FWSH TO THE BUBBTRATE,USIt�SHIM$GIPABLE OF � �/ � i
nt�ursF�wN6 nPauEo�nnos. 21'MAX, i
6)ANCHORS SHALL BE COATED OR CORROSION RESISTANT A9 � � -� � � �� �
M?ROPRIATE FOR BUBSTRATE MATERIAL DISSIMILAR MA7ERIALB 12-5/8' - f
BHALL BE PROTECTEO AS REGUIR�TO PREVENT REACTtON9. M/V(. MAx• �
ALUMINUM SHALL BE PROTECTED FROM DiSSIMR.AR MATERWl.B AS "� �3-15J18' 14718' �J 8• 3-15H8'
SPECIFlED IN TNE FLORIMBUILDiN3 COflE T _I14�I-� MAX. MAX.� '1 �MAX.� AAAX. ' :
'I f
�ADHEBNE SF.ALANT 8HALL BE USED BE7WEEN SUBSTRATE AND g.g�HI SIDICaLE_(Xl �'HI DOUBLE I)O()
Fl1W(iE OR FlN.OVERALL SFJILINOJFUISHING 87RATEfiY FOR WATER —'
RE&1&TANCE OF INBTALLATION SFIN.L BE DONE BY OTHERS.
�nureauLLs usEo r�r+�cHOR eva.u�noris vu�sour►�Er� �--�37-3/8•OVERALL MAX. �—73-318'OVERALL AMX.--�
Pu�.z�Ksi coNcr��wo coHcr�r�asorn�r uwrs ' II- -`f f-38'BUCK�nAx.(z-BAR) l� �z•eucK Mnx.(z.saz)�li
COMPI.YINCi WfTH AS'fM G80.GLALNCi COMPL�S W(TH/LSTM E1300. _L _ � —
13-1l1B � 13-1/1 � ��
8)THE 1Id S7RES3 INCREASE WA8 NOT USED IN THI& NOT@ A:
ANCHOR EVALUATtoN.7HE 1.8 LOAD DURATION FACTOR M�• SH OR PW �-11116' � SH OR PW 3H OR PW
WAS USED FOR THE EVALUATION OF WOOD 6CRENIB. MICHOAS ARE � � pyE�� 98-11M8'
qEpv�pEp tNSERT 23.�14•MAx �. INSERT INSERT ���� ;
8)IF THE EXACT PRODUCT SIZE 19 NOT USTEO IN TNE VYITMN�'OF THE �,
TABLES.ALWAY8 ROUND UP TO THE NEXT LARGEft VAWE. CEt�fi�RLINE OF 1I
THEFIANOLE � 12;f4. T " ���
q►�ipR S
DEADBOLT. y��g• MAX. 2&5/8' (Z-BAR}
TABIE t: �. // a SEE MAX. ;� o /
MeJar 11ma 8ub�bate IAm.Edpe MM. � /� NOTE 98'BUCK �_ _ ij� �
Dbt. Eme�trnem p A �
wooa csa,�hem Pine� atr �ara � (Z-BAR) �
tizStedsMs SteeIStWOr33 318� .O�SItsGA) 21•MAX. ! ,
AAmnm�80B37lf 316r 1l8' 1� /� � � - � '�l 12�/8' �- �
1!4'IAasony Canaete T 1,Y9' M/1X. �•
/�a FbOavpdU 2-17 1-1/4' 14718' 3'1fi118' 14718' 8' 3-15/16'
►a�:wneu�rau�esm�^ma.tc�we�smnowiaeuw.�n�os �� MAX.�� �� MAX. MAX.� �'i ��MAX.� MAX. '�
EiY01O01EDE FAC6 OF W1HiUt, '
B'-0'HI SINOiE{%1� �i 7; :t. 0'-0'HI DOU9LE_I%X1
TABLE2: • ..� � f i
ArTorbAQmdlpuntlaa :':'C :. ....••'.'`�? � � � �r��ar��� ' �
�S•'.•''.e:t:SF, J.ROSOVYSKI 09f30111 A1.UMINUM8081T6 �,��pp��
Nex.Nom. Swinp OP GertNlmtlon � ��;:'.;,'" w �'�'�, o�ma�°�''iumae�mr i
�x�(in) ����� droetbn Fmt�Trpo SUllypa �f) NuMMr - .;gjOs _ �ema�a+ao�� i
98�c80 Sl�e pQ O�E�aW�p ZbrlBmc 11I� H•50 14D�7S9,A1 ' .r: ::o.- ; � -
38woB S •PO OutarMnO 7.belf9ox Memucl l�� +!•36 ANR U8' �: � . +.�- �� �
rx�ae oo�.oop ow.� zeetia� �aea,.�+�� .,-as 19D'� �v.. ,,•.. 6 �� uS ,� ,aro.cac+o�oor oave '
3m�66 81 p0 OielEHwinO ZbaNBme lawl�+ddte) MmiaorLQ ,, ., _,'A�` ;4�r' NWtoans�Ftsu)S "� t
^a� •�•�' � F�;:-:°' �cEar•oF�un+.:xr�s CABANA DOOR INSTALLATION �
�a�ae oo�n.oco owu►.+aw z,�er�ea� �w Ueame) .a 3s �s�.r�s %;C;��•.........� �;`; ER� ,......r .,� o.w,a � '
�Wnb�OWalal��+Yd1lreUonTatWet00�1 '�.�,�..Sr���ct'•,. A.LymMlaer.PE CQ280 NTS 1 at 3 7093011JR �
•r�;!��` PE.�8705
i
ixsTattnnoN Hnn+eox Fr�au� .
�J EDGE
-I DISTANCE� OF�iIONAI OPTIONAL
� �E _ g� 6UBSTRATE OUT-SWINCi SIN(iLE HUNO
INSERT
= DISTANCE � , � SH�� SHOWN
— FJABEDMEM �, �. .
EI�EDMENi l� � �` \�; ..l f :
�, \� �
SHIM SHIM INSTAUI�TON NOTE&: r. -
OPTIONAL OPTIONAI 1)SEE SIiEET 1 FOR SPACINO '
OUTSWINO INSiNItKa REOUIREMQQT3. Q BOX FRAMj
SHOWN BHQWN Y)SEETABLE 1 FORANCFiOR11GE �p�p 8HlM JAM8INSTALLAl10N
AND SUBSTRATE REQWREMENTS. R_ (WRECTLY TO HUBSTRATEj .
V
3)MAX.SHIM iHld(NESS TO BE U4'.
/
4)FOR HARDWARE DETAILS.SEE SUBSTRATE
� � SHffT3. SHIM O
.f �
I (
:/ i
4 � �
FI%ED UGlIT , + FIXEO LICiHT � //• .�• . •
IN8ERT IPISERT 1,� / � OATIONAL `
BHOWN 8HOWN t% ��� JAMB INSTN1A710AJ flXEO LIOHT j
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Busines ��� .
Professi��Ul 3�i ProductAPProvat
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�,���„`'�•._ ��- ��i FL#t R15491-R3 �
��.,,,:w'��.�.�a.. ,� .
Applicatfon Type Revision
Code Version 2014
Appilcation 5tatus Appraved
Comments. '
Archivetl
Product Manufactur�r Structali Butiding Sqsfe.ms;Inc.
Address/PhoneJEmail 350 Burbank Rd.
OldSniar,FL34677
(813).855-2627
kmatuza�Strtictall.com
h i"
Aut ocized 5 gnature Frank ee�nardo
ffankt�engezp.corti
Tethnical Representative
Aiidre�S/Phone/Email
QUaiity Assurdnce Represeniative
Address/Ph�neJEmafi
Categnry. Rooflng
Subcatego.ry Metal Rooftng
Compliance Methoif EvaluBtion Report ftom a�lor'ida Registered Arc}iitect or a Ucensed Elorida
Professional Engineer
. Evaluetion Report-tiardcopy Received
Fiqrida.Enginee"r.or Architect Neme who developed[he Frank L.Bennardo,R.E.
Evaluation Report �
F.IoNda.Ucense PH-0046549
Quality Assurance Entity RAD�0,.1NC. -
Quality Assurance Cantract Expiration Date D5/01/ZOi6
Validatei!By Kelth E.Lorinos,PE
� Validatiori:Checklist-.Hardc6py Received
Certiflcate of 7ndependence fLx5491 R3 COi.,�ndeo:odf
Refe�enCed Standartl 8nd Year(of Standard) StandarA � Year
A5TM E72 1998
ASTM E72 20D5
ASTM E84 1991
Equlvale�ce of Product Starida�ds
Cert�flEd QY Plorida:Licensed Professional Engineer o�Architect
� FL15491 R3 Eauiv Eauiv.ridf
Sections from the Code
Product Approval Method Method r Optian D
Date:Subin{tted 05/DYJ2.D.15
� i Summa of Products
FL# Model,Number or Name Descrlption
15491.1 Snap-N-lock Panel EPS Foam Core Composite Panel,3",4"8�6'wtth AI minum or
• Steel Skins
Umits of Use Instatladon Instructions
App�OYed f0�Y60 in MVH2:Ye5 FL15491 R3 il Dwg.odf
Approved for use outside HVHi:Yes Verlfled By:Frank L.Bennardo,P.E.PE-0046549
Impad Resistant:No Geated by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Drewing No.15-2409a for Panel UmltaUons& FLi5491 R3 AE Eval.odf
Spans Created by Independent Third Party:Yes
Back NP_Y(
ConDd Us::1940 NoRh Monroe Stm�t.Tallaha«R 32399 2hone:B50•487-1824
Tha State of Fluflda Is an AA/EEO emplayer.Gonvrlaht 2007-2013 Stete of FloAda.::Vrivacv Sfatement:;�pj:; I
Under Florida law,emali addresses are D�����If you do not want yaur e�mafl address�cleased In response to a public-reoords request,do not nd electronic �
mall to thfs entlry.ImYead,mntaU the oRioe by phone ar by tradiUonnl maii.if you have any questlons,Dlease mdact 850.�87.1395.•Cursuant t Sett[on
455.275(1),Florida Stetutes,eRective October 1,2012,Ilcense�IloeM1sed uMer Clupter 455,F.S.must provWe the DepartmeM wlth an emali add if they have
one.The emal6 provided may be used for aHldal mmmunlratlon wtth the Itcensee.However email addresses are public reoold.It you do not wish ro su ly a pesonal
addre.s,piease provide the Departrneni wi[h an ematl address whtch on be made available W the publlc To determine if you are a itcensee under Ciia er�55,F.S.,
D�didc p�.
ProduR Approvaf Acaepts:
����
SCNrI[ !NhTRIL3
�
2'x2�ROOF PURUNS (DESIGNED FOR 200,�PO/NT NpTE.• 2'x_'PfJRLINS dc DIAGONAL .
LOAD) ARE ALLOVt'ED FOR UP TO 78"/6'-6' WIND BRACING SHALL BE Ml7ERED TO
-CLEAR SPAN. . ALUM. BEAM (TYP.) FIT AND LOCATED_W17HlN 7HE PLANE
ROOF BEAMS FRAMED TO POST OF THE STRUCIURAL FRAMEWORK ;
DIAGONAL ROOF BRAC/NG (W1ND BRACE) MUST � � (NOT SURFACE MOUNTED)
SUPPORT 300,fE PO/NT LOAD ROOF I
NEIGHT
A 2'x3"x.050' (ALLOY 6005-T5) OR 2'x2"x.093' (TYP.) 2'x_� I
(ALLOY 6063-T52) (DESIGNED FOR 300�POINT � CREEN POS PURUN tMND
LOAD) IS ALLOWFD UP TO 95' CLEAR SPAN � BRACING
� EDGE 45 f
� BEAM
2 X2'
� CHAIRRAIL
3 W OP7)ONAL
e %C' BRACING'
N07FS• T YP�CAL P��L CAGE EL EVA T ION
1.) SITE SPEClf7C ENGINEERING SHALL BE REQUIRED. N.T.S.
CABLE OR K-BRACE REQ'D
3.) ALI. SCREEN SNALL BE 18/14 OR LARGER FOR SIDE LONGER 7HAN 10'
4.) AL IERNA7F BRACING 1N LIEU OF CABLE.• 1"x2' OPEN BACK, OR L 1 ic2"x.O50; W/(4) �10 SMS OR � 150 S F. (SEE NOTES)
INTO EA. CONNECIION PT.
6.) CHAIRRAIL MUST ATTACH TO COL UIIUZING lN7ERNAL SCREW BOSSES (MIN. (2) �f'10 SMS); OR
INT�RNAL OR EX7ERNAL, 'L' CUPS, OR 'U' CHANNEL, W/(MIN. (2) �10 SMS/FACE), OR PER
K-BRACE DETAIL (FOR ROOF PURLlN ATTACHMENT- SEE Pg. 1-E)
7.) CABLE BRACING FASINERS (AT EA. END) SHALL BE ANCHORED W/MlN. (4) ,/70 SMS,
OR (1) 3/8'0 (x 2'MIN. EMBED.) CONC. ANCNOR OR (2) 1/4'0 (x 1 1/2'MIN. EMBED.)
CONC. ANCHORS INTO MIN. 4' (NOMINAL) CONC. SLAB.
8. KICKPLA7E (ALUM. COIL, P.T. PLYWOOD, OR ALUM./V1NYL SlDING-HORIZONTAL OR VFRACAL)
ATTACHEO PER MANUFAC7iJRERS SPECS
CABLE BRACING DESIGN FOR POOL CAGES
1. A.) PAIR OF CABLES.• (2) i/B'0 S S CABLES BRACED !N 1 1/4' x 5 1/2'x .120'
OPPOSI7E ALUM. f1AT PLA7E W/
DIRECAONS, APPROX. 45' TO GROUND. (2) 1/4"� x 2" CONC. A.B.
B.) ALL CABLES SHALL ATTACH fROM 1HE TOP RAIL TO
� IHE BASE. CABLE CONNEC7)ON W/
�, FRONT WALL BRACING REOUIREMENT 3/8'� X 2' CONC. A.B.
A. (1) PAIR OF CABLES lS MIN. REQUIREMENT 45'ANGLE ALUM. PLA1E'
B. SCREEN AREA = SIDE WALL AREA
S/DE WALL BRACING REOUlREMENT �
A.) (1) CABLE BRACED BACK TOWARD HOST S7RUCTURE CABLE BRACE EYE-80LT
B.) �(Q CABLES ARE REQUIRED FOR WALLS•
s is0 SF oR s 10' IvrD7H NEW OR EXIST.
s 100 SF. OR s 8' NfDIN CONC. SLAB
(TYP. OF (5)) ,�10 x 3/4' 7FKS
CABLE BRACE CONNECTI�NS
A T CORNER & FOUNDA T ION
N.T.S.
CLIP ATTACHMENT NOTES
CAPRI CUP:
usE(2) t �'x �'x .oso• w/(2)
}�10 X 3/4' 7EKS INTO EA. FACE
Qe CASILE CUP:
( 1 1/2'X 2 1/8'X.050�REC.
W/(4) �f0 X 3/4' TEKS INTO BEAM OR OPEN BACK
dc (2) ,/10 X 3/4' 1EKS INTO EA. SIDE OF COL.
QB lN1ERNAL CUP:
USE[ 1 1/2'X 3/4'X 1 1/2'LG. X.044'
W/(2) i/4"� X 2 1/4' TAPCONS
dc (2) j'f0 X 3/4' TEKS 7NRU COL.
INTO EA. SIDE OF CL/P.
QB H CHANNEL•
USE fULL WIDTH W/MIN. (2) �[10 X 3/4' TEKS
INTO EA. FACE. _ _ _
NOiF.•VERACAL POS75 ABOVE AND BELOW ---- _ " _
WINDOW AND DOOR HEADERS ONLY , -- _ -- � -
REQUIRE ONE CLIP AT EACH END. �����`' _- - - ; �
�OLUMN ATTAGHMENT AL7ERNA7F - -- �
(TO TOP PLATE/BEAM OR REC[,BA E) � ' - - _ -
USE (2) �f0 S.M.S. (1'MIN. PENE7RAAON) INTO �� -- _ `
SCREW BOSS � ^ __ __ _ -`
L u,� �\ DAVID NORRIS ENGlNEERING
� -I� t-� � --- .: 112 COLEMAN RD.
� � -:-____ _ !^ WlNTER HAVEN, fZ 33880
� - " - - (863) 299-f048 P.E. 32f86 Pg. 1-A .
C.A. 8283
�
� 18'MAX. (FOR GABLES) MAX. HORIZ. OFFSET OF MANSARD SPLICE IS
45'MAX. (FOR MANSAROS) �SS L�EN MAX.3LOPE �30'�EVER IS L=3Xh (18"MIN.) �NIFRNAL GUSSET
SHOWN W/SCREW
� MAX. HORIZ. OFFSET OF MANSARD SPLICE IS . • • PAT7ERN -
. 1/4 ALLOWABLE SPAN OR 6' WHICNEVER IS �
LESS, WHEN MAX. SLOPE s 45'+ � �
. \� , . . � � . . h MlN.) � I
. . h-1/2'
BEA M 2 X � h
2 X S.M.B. S M.B. �EX7ERNAL
SPLl CE sPucE Pca�
� SLOTTED 2 X ___'s BUTTED TOGETHER
VAR/ES
DE TA lL S OP TION 2 DETAIL �EXTERNAL OR
II 2 X S.M.B. SL 0 TTED 0 l/ER 2 X S M.B. lN TERNAL GUSSET)
OP Tl ON � DE TA lL 1.�SPUCE DETAIL SHOWN MAY BE ROTATED N.T.S.
FOR MANSARD APPUCAAONS Fostner S lice IN. SCREWS EA. HALF OF
' N.T S. 2 MAINTAIN MIN. 1/2'FROM SPUCE PLA7F Schedule Plate A. SIDE OF SPUCE PLA7E'
, PERlME7E'R TO � OF SCREWS eam ae 7hickness
3. ALL SPLICE PLA7ES ARE ALUMINUM ALLOY SM.B. OP710N 2 OPAON 1 OPAON 2dc3
' 6063 T-5 x REQUIRED THICKNESS (SEE TABLE) �t10 ,j72 ,y14 ,y10 ,�1Z ,�14
' 4. SPACE ALL SCREWS (3/4'MIN. LENG7H)
2'[ REC. (OR EQUII!) EA. SIDE EQUALLY AROUND PERlME7ER (STAGGERED 2 X 4 1/4' 8 7 6 16 14 12
OF BEAM, SECURE W/f�f0 IFKS lF NECESSARY). 2 X 5 1/4' 9 8 7 18 16 14
2"MIN. EA. SIDE OF SPLICE � 1" O.C., 5. SPACE�14 � 1'MIN., ,{�12 �3/4'MIN., 2 X 6 3/16' 10 9 8 20 18 16
STAGGERED 2 X 7 1/B' 12 f0 9 24 20 18
AND ,/t10 �5/8'MIN. 2 X 8 3/16' 14 12 10 28 24 20
�� 6. CUT SM.B. TO f7T AGHT ALONG VERACAL 2 X 9 3/16' 17 13 11 34 26 22
' ' ' ' ' ' • JOINT AND TOP fZANGES 2 X 9 X.310 1/4' 21 16 12 42 32 24
• • • • • 7. DRAWINGS ARE N.T.S. 2 X 10 1 4' 26 20 14 52 40 28
' • 2 X— 8. L=3xh (18'MIN.) FOR ALL GUSSET/SPLICES
S.M.B. g, ALL S.M.B. SECAONS SHALL BE SATCHED TOP
• • � & BOTTOM W/,�10 S.M.S. �24' O.C. (MAX.)
SM.B. — SAME SIZE BOTfOM
AS ROOF BEAM W/ �,qNGE W/
TOP fLANGE REMOVED �ry0 � 6' O.C.
2 X ___'s BUTTED TOGETHER
OP TION 3 DETAIL (ExrERNa� cussEr)
N.T.S
. -- --- -��._ - = �- -= - =
i
� - - `• " �1`-�
= -_ _ ��`�'_ _- �
= _ - -\ - " � �
_- �� `_ _ 1 :�--_/I_1=__:\�
- - ,IJ_� _!- 1� }'.
( �: � � � - DA 1/ID NORRIS ENGINEERING
, L..� 112 COLEMAN RD.
W1N7ER HAVEN, FL 33880
(863) 299—f048 P.E. 32186 Pg. 1-D •
C.A. 8283
�-
�
OP AONAL_2x2 OR TOP PLA7F
2x3 TOP PLA7F OPAONAL , .
1'Y2' TOP PLATE W/(3) �10 SMS INTO A�E CLIPS EACH� [ 2 1/8'X 1 1/2'
�10 X 1 1/2' S.M.S SCREW BOSSES (MIN. 1) S10E OF POST W/(4) IN LIEU OF
INTO SCREW BOSS OPAONAL POST TO �j'8 X 1/2' S.M.S OR (2J L 1'X 1"X 2"
BASE CONNECAON: ( 2 1/8" (DASNED) 2 X POST
2 X POST (FOR 2x2, 2x3, & 2x4
PAAO SECAON) ���RTICAL POSTS ABOVE AND BELOW
� *2'AT CORNERS & WINDOW AND DOOR HEADERS ONLY �
W/(3) �fOxi 1/2' SMS REQUIRE ONE CLIP AT EACH END. *�� AT CORNERS &
NON—CONT. BOTfOM PLA7E INTO SCREW BOSSES NON—CONT. BOTTOM PLATE
2 1(2" CHAIRRAIL 2'X2' CHA/RRAIL
��•� N�TO SCREW2B0 ss ��•�
�/4'� x z t/2'
s• CONT. 1"Y2"BOTTOM PLATE s r CONC. A.B.
1/4'� x 2 1/2' CONC. MAX. )X2'BOTTOM PLA7E' MAX. I �24' O.C.
A.B. �24' O.C. * *
d . d , . e . . d a , � . .
d
. , :•a .. • a; . °• '�a. � � P�S T T� DECK � � � a. . °� .a a .. ,
N. T.S.
L 2'x2 x 060' (SM.B. REQUIRE
� i/8' 1HlCKNESS) TOP dc
m BOTfOM W/�/'10 � 1' O.C.
(3/4' O.C. MIN.) STAGGERfD �p
W 7HROUGHOUT(4) MIN./FACE
1'x 2' OPEN BACK W/,/'10 x 2'
V2x_ BfAM/PURLIN �j�S S M.S. � 12' O.C. (MAX.)
� J e� T YP, SCREEN WAL L
�j � I O
N07E• ��� A T TA CHMEN T DE TA I L
OP7)ONAL [ 2; 3; OR 4'REC. �W o N. T. S,
ELEI/ATION lN LIELI OF(2) L'S ���
TOP OF L 2'x2'x_' CUT 1 1/4"
� WIDE (MIN.) BE7YVFEN SCREEN NOTE.• GUSSET MAIERIAL
W � SPUNES SAME AS UPRIGHT AND
m � 1/16'MIN. 7HlCKNESS
� — 2x_ BEAM/pURUN
� 2'x3' SPECIAL 96'MAX. SPAN
� (CARRIED MEMBERS, OTNER 7HAN �
Q SCREEN ROOF PURLINS, REQUIRE Q$ 2 x2 W 1 x2 OPEN
v SI7E SPEClf7C ENGINEERING) BACK (80'MAX. SPAN) p•
' � •
c� OPAONAL ORIENTA7)ON �� 2'x3'
30'
M�". BEAM/R�OF PURL I N TO BEAM •. , URUN
.�
PLAN N r, s "
IN UEU OF THE ABOVF — FOR DIAGONAL BRACING WI7H SM.S. �24' O.C. � > >/2�x 4'
COMPOUND Ml7ERS — USE�f0 x 2' TOE—SCREW O TOP
RECEIVlNG CHANNEL
dc BOTTOM W/A 2'x 2' CAPRI CLIP (OR 4'x2'fLAT �x 4" GUSSET
S1RAP) W/(4) ,{�10 7EK ATTACHED AT BOTfOM OF p���S�
DIAGONAL TO BEAM (MIN. 2x4) W B
COLUMN ��� ��0 S.M.S /
EA. SIDE
PURL I N T� UPR I GH T/
COL UMN DE TA I L
N, T. S,
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_ -, _ , 112 COLEMAN RD.
_�______� � - � - _ WINTER HAVEN, FL 33880
- -- (863) 299-f048 P.E. 32186 Pg. �—E
C.A. 8283