HomeMy WebLinkAbout16-17614 ---�
CITY OF ZEPHYRHILLS
5335-8TN STREEI"
„ ' t -. 4, (813}780-0020 17 14 �
BUILDING PERMIT ;
PERMIT INFORMATIQN LOCATION INFORMATION � �
Permit hlumber: 17614 Address: 38628 CAMDEN AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class �f Work: 434-ADDlALT RESIDENTIAL. Township: Range: Book:
Propased Use: NOT APPLICABL.E Lot(s): Btock: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Es$. Value: Parcet Number: 35-25-21-005A-00000-`I300
Improv. Cast: 17,625.00 OWNER INFORMATION
Date}Issued; 810312016 Name: DOVER MARY HEL.EN
Total Fees: 240.00 Address: 38628 CAMDEN AVE
Amount Paicl: 240.00 ZEPHYRNILLS FL 335�4-1036
Date Paid: 8/03I2016 Phone: 618-910-9876
Wo�k Desc: 16 X 12 SUNROOM & 25 X 12 COVERD PATIQ
CONTRACTOR S APPLICATIt�N FEES
BAHR'S,ALUMINUM INC BUILDWG FEE 180.00
DOUB�E M E�ECTRIC ELECTRICAL FEE 60.00
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Ins ections Reguired
FOOTER � 2ND ROUG PLUMB MI lNS LATI(5� CEIL G
FQOTEFt BOND DUCTS INSU�ATED SEWER MISC.
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ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISG.
DUCTS 1NSTALI.ED WRTER MISC BRIVEWAY
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PRE-SLAB SHEATHING MISC. MISC.
CC}NSTRUGTIQN POLE FRAME IUIISC. MISC.
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REIN�PECTION FEES: (c)With respect ta Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
loca!�overnment shall impose a fee of four times the arnaunt of the fee imposed far the initiat inspection or
� first reinspection,vdhichever is greater,far each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit,there maybe additiona! restrictions applicable to this property that
may be faund in the pu6lic records af this eounty, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Wa'rning to owner: Your failure ta record a notice of cammencement may resalt in yaur paying twice for
impr�rvements ta your property. If yau intend ta obtain financing,consult with your lender ar an attorney'
� before recording yaur notice of commencement."
Complete Plans,Specificatians Must Accompany Application. All wark shall be perfarmed in accordance with
j City Codes and Ordinances. NO OCCUFANCY BEFORE C.O.
( NO OCCUPANCY BEFORE C.O. �
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERNIIT EXPIRES IN fi MUNTHS WITHt�UT APPR4VED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PR4TECT CARD FROM WEATHER
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�' , NO'r]CE OF DEED REST.RICTIONS: The undersigned under�tands�th�t:ihlg.�p�ymltmay_.be,subJect to,'deed'resttictions' ��
� , whloh msy�.Ge�more'•reatttctive-�thaa Go�pt��xsgrrlatfan'aS�11ie-undetalgned'aseumem'iesponaltillity`for`cbmpfiance wlfh"'any
applicable deed resMc�ons.
j UNLtCENBED COWTRAC70RS•AND CONTRACTOR RESPONSIBIL-117ES: i€the oumer has��hlred a contractor or �
cantractors to underteke work,they may bexrequlred�to.be;llcensed Irt acxardance.with state.and:local reguladon�. �If the
contractot is not ttcens�aa requirad:t�y taw, both the owner and conlfactar•-iiiay he-clted toc e�misd,emeanor vtala�an
under state taw. it the owner or tntended�;�,o�trsc„tor;ere„uncertaln as to what Itcenetng.requlremertt9 mey�appiy>ioF�the
Intended wark,they are edvised to contact the�Rasco County Bufldlr�g_Inepectidn bh►lslon—Llcensing Seckion ah 727-847-
8009. Fuithermore, if the owner tias'hfred�a�ntractor or contrac#ars, he i� �dvtsed to have the contractor{sj:.sign �
portlons at the'cantractor 81�1�of thEe appttcaUon Eor which thay wlll,ba.tesponsibie.-_�tt yau,as the a�ii�ier atgt`i'es tlie i
cantractar,lhat may be an indlcatlon lhat�he-Is nat properiy Ilcensed and Is not entided to pemiftting priitlleges In Pasco
County. ,
TRANSPORTATION=lMPAGTN'i'11.F'FIES"IIYtPAGt'ANb RESE7UttCE RECOVERK PEE3:'F#te undersignsd understands
thatTrensportaUon Impact Feas:and Recourse Recove.ry.Fees mayr,�appy;b�tf�e.conatructlon of new bulidings,xhange�oE '
use In exisNng bu!ldings,or�expartalon of=e�laN��liufldings,as epecl#led.In P�sco County Otdinance number 89-07 and !
90-0T,as amended.,.Tha undersigned also:understends,th�E sucl�tees;as tnay�be.dne;;�vitF�be idenftfied at the�time`af�
permitting. It is furttier underatooil that Tnansportatlon Impact Fees and°Reaource.Recovsry=Fees.must be paid prlor to �
recetving a'cectfficate of occupartcy'or lina!•pcwver.�.celease, a�-the proJec�dces riot�invo{ve;a-aettf8cate of oxupancy or-
8ns1 power relesse;�the fees:nu�#be patd{irfcr to,permtt isst�aace. F��fhermote;i€.Pasco C�rtty•INatarl8ewar Impact
fees are due,.they,..muakbe�pai�;prlor to permlf-Isai�aneqin.a(xordance wlthr appllcabfa.Pasco�•County 6rdlnances. • '
COPISTRUCTION l:IEN"IAYV(CMiepter 713,Elotida$tatutea.ae ameoded}: If veieatlon of work Is�2,SOOAQ:or more,! �
certEfy that 1, #ha appltcant,.hsve.been protic[deil�with�a copy of the •Ftorlda•Gonstructlon 1.ten Lauu�—fiomeowner's
ProtecUon Guide'prepered by lhe Floiida D'epartmenC of Agricuilure and Consum�arRifatrs. If the epplicant Is sameone ' -
other than ihe'owner",I certifyi th�t I have.db,teineiilra�capy,ot:the attQva.descrlbeci tloaiiitent•and.p�romise Irt,gQod taiRh.to
deiiver it to the'awryec`prlor:tacommeric�rrten�:. . " ,
I CONTRACTOR'SlOVYNER'S AFFiDAVIT: t.cetti[y:Hi.at•aD�#li'�;Infwrmatlon:in-this applicatlan is accurate.and that all work '
will`be done fn compliance with all.appltcx�ble laws regulatlng conshuction,zpning and land development. Appilca8on Is ,
hereby mede ta obta[n.a.permtt.to da��taitt,.,and tnstallatlnn as tndli�ted:� :1 cer#ify that no wattc=ar tnstattatton has
cammenced p�to�to Issuance ai a permtt"'and that:ati work wtll be pertarmed to meet sland�is of all laws reguladng� �
conshuctlan, County a�d City codes, zoning regulatians, and land development regulallons-In tha�c�rlsdlctlon. ( al'sa
certlfy R1►at 1 unders#snd that the regu[atEans of athet�govemmenk agenctes msY�aFply�ta the Irrtended wark,and thet it Js
i my responstbliity to identNy•what.actiana�muat�teka.to be,ln:.compllance: $uch.agencies Include buk are.nat Ilmited M: ,
Deparbnent ot E�vironmentel�ArotecHorr(.ypr'ess.'Bejrheads; Wetlend Areas.and Environmentelly Sensitive
j t,ands,WatetlYitastewa#er Treatment. '
- Southwest Florida Weter Management 'btsMctVVelis; Cypreas`Bayheads; WeUand Areas, Altering
� Watercpurses.
� - Army Corps of Englneers�eawFtilst Dacks,Nsvtgabie Wa#etways. �
- Depar#ment cf Neatth•8 RehabititeUve SetdtceslErnCronmentat Ft�atth tinit Wel(s,.Westewater�?reatment, ,
I _ SepUc 1`anks. ` '
US Environmente!Proteceon Agency-Asbestos abatemenL �
I Faderat Avtat(on:Authort :Rvrnpays. i
I understand.that the.following.reslrio�one apply to the use of flll:•
-� Use o#flll is not aliowed!n Fload Zone'V'uNesa expressly permtikad. j
• If the fftt materiai-Is ta be ased_tn.�flood Zane 'A', it Is underetood that a dratnage pian addresstng a �
°compe�sating volume"will be submltted at time of permRting whlch ts prepared by a professlonal englneer '
Ucenaed hy the State of floNda: ' ;
- If!h�fill materlal is to be us.ed tn Ftood Zbne'A'in+cannectton�with a permitted buitding using atem wai� ,
I conattua8on,I cerdfy that flll:�idll:be-�sed onty.ta.�lll fhe area wikhln�the�stem wali.
� - If fill matedal la to be u�ed�In�.any area; 1�cert(fy t}tat �se of�such fill w111 t�ot adversefy aPtect adjacent '
propertles. tf use af flll ts fount#_to advets�ly.�ffect adjaeerst�pr�sperttas,,the awner may be ctted for.v#atating
j the condNions_of.the bulldlc�g:pertnit issued:under the'attached.�ermit applk�Uon,for�lots Iess than.one(1) �
' " acxe whlch are elevated�tiy flll;�tt�nglneared drelnaga plan Is required.. ,
If 1 am tite AGEt+t7 FOR THE OWislER,i�pronitse In good talt�i to!nf'a�n the owner af•the permitt{ng condidons set forfh tn
� this aHidavit prlor tb commencing conatrucUon. I underbtanii thaYa�separate permlt mey be requlred for electrlcal work,
plumbing,,aigns,wells,,poolax alr candidoning,-.gas, arot�er Install�tlons nol.apec�lQally(nduded�In.fhe appltca�on. .A
petmEt lseuec!shail tie c��sfrned to'be a°Ili:enae'�io,pi�ed wlth ttle work esrd nat as.ae�thariiy to vlotate,cancei,atter,or
set aside arrj�provislohs of iFie.tecfiNcal cades;nor ahall lasuance^of a.permft.prevent the Bulidirig C�ffidel 1'rom thereafter j
requi�ing a aarrecUon af.errors In•plans,iionstruction or vloladona vf any cades:�vpry pgrmlk(ssued sfiail becflme(nvaltd !
untess fhe work autFiorized:by sucti pemstt{s_commenced within s4c,�rcanths of�petmtt tssuance,or If wark�uthorized by I
ihe pertnit,le suspended.or•.abandoned-for a;peHod of�'six(E�)montEis,9fter the,pme khe worir#s commenced. An extenslon �
may be requested,,In wriHng;fram the.8uliding,Offlcial for a perlod.not-to exaeed.nfnety(9p)-days a�d wtll demonstrate !
Justttiabie'cause for:�the extensEor� N wcrlc ceas.�,for ninety.{9Q}consecuthre days,.#�te�ab�ts constdeted a�andoneri. !
WARNING TO OWNEF�: YOUR.,�.�UWRE,.TO t�EGORQ.A.NG��CE:OF�COMMENCEMEt�F•.MAY•RESI�LT.IN YOUR II
PEtYtNG'TWtCEsFOR:iMPRQYEMEt±t�S�t'�'i:�(:fltlti�PRQ�Eii�'1F.��IF�YOU{!l�F�El�tt3�'.i�'�'�A1N-`FINt�N�1t�1�;�OFt3ElLT I
FLORIPA JUFtAT(F.S.117.03). .
OWN6R OR A0�7-. . GO �
Subacribed erid ewom ta(or�I�rmod)beforo me ifife S�iberxlbed' P to ot afllrm me' ib I
Wholslarepe�q�llykttrnmto.meorl�aaRravep�4c14�d. WhaJd$ pq���lr�wn me.or vapradi►c¢d �
� aa Iden�llcaUoit: ` _ �:t� �k Zt tdentl�wHwtUon.
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tQc�ty Public . ^, .��- NWaty Pu411c .
I Commissron No:` Com ai .No. '
! 3
i Name of 1Votery ryped,printed or etemped Nam of I,y��fyy�ed�����i
=�' �i Commfsslon#FF 1�0422
i �=,�a�; Explrss Dacember 12,2418
i '•'.�R�1�yQ.°� 9endad ThN T1tly P�a InauPbna�A6'a3B5�1A17
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 -
Building Deparlmenl
• Y �" " '7/�� ,�
• Date Received �� � phone ContactforPermittin� /b �'` - _
T17-TITT7- _ _ �_�_
Owner's Name G V�i'✓ Owner Phone Number `—e (1 �
Owner's Address 3 a �Q I��� V� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
I Fee Simple Titleholder Address �
I J08 ADDRESS 3 8� a � Q� Q� �v� LOT# �
SUBDIVISION /�� �� / e PARCEL ID# ��O - DOd�J � V
(OBTAINED FROM PROPERTYTAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q 0 DEMOLISH
� INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL 0
DESCRIPTION OF WORK �l(/ � S�rJYOOm � �X ��` . O V C I � a��
BUILDING SIZE SQ FOOTAGE� HEIGHT
BUILDING $I 1_ -)� VALUATION OF TOTAL CONSTRUCTION
l lp oc
i �ECTRICAL $ � O n AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
v /
�PLUMBING $ 1 //,%►i����"
��� `� ����5
I QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION `.�� ���`�
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QGAS Q ROOFING Q SPECIALTY 0 OTHER �����//
Y'
� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO f
I BUILDER - ` O�COMPANY a hr� I.LWII rI
SIGNATURE ���V REGISTERED Y/ N FEE CURRE� Y/N
� c2co �u� � '
Address ✓ License#
ELECTRICIAN /r ��(��(��/(�/\ V C�PANY VGL E�l-e �C/Y I,�.
SIGNATURE ��•��C - - " REGISTERED Y I N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY ''
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
,I Address License#
� MECHANICAL COMPANY
ISIGNATURE REGISTERED Y( N FEE CURRE� Y/N
� Address License#
OTHER COMPANY I
� SIGNATURE RE6ISTERED Y/ N FEE CURREI. Y/N
Address License#
1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1
RESIDENTIAL Attach(2)Piot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, ,
Minimum len(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sels of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit(or new conslruction. ,
Minimum ten(10)working days after submittal dale. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, I
Sanitary Facililies 8 1 dumpstec 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 conslruction.
� Directions•
� Fill out application completely.
Owner 8 Contractor sign back of application,notarized
If over 52500,a Notice of Commencement Is required. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized lerier from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contracl required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurveylFootage)
Driveways-Nol over Counter if on public roadways..needs ROW
� City of Zephyrhills � I
�, BUILDING PLAN REVIEW COMMENTS �
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Contractor/Homeowner: �r' .S � ��/����'1
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Date Received: �' l�/� �
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site: � 3�� �� ��i�'!r:/�z �-C� ;
V����l��` �r�
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PennitType: ��C�L S��Lsvld`e�Yi'1 v � �
i Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ �
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This co�ment sheet shall be kept with the permit and/or plans.
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Date Contractor and/or Homeowner �
' (Required when comments aze present) i
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I IIIIII IIIII IIIII IIII�IIIII IIIII IIIII IIIII IIII!IIIII IIII IIII
i2016109936
� � ' Rcpt:1786119 Rec: 10.00 '
Permit No. Parcel ID No DS: 0.00 IT: 0.00 �
07/14/2016 C. F. , Dpty Clerk , �
NOTICE OF COMMENCEMENT
State of_ ��d Y� �� Counry of �a��� I
I
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, '
the following infortnation is provided in this Notice of Commen, ment:
1 DescripdonofProperty: ParcelldentificationNo. �������' �0� �"-'D�OQQ 'I3D�
Street Address:�Q �� `�rn� Ve
2. GeneralDescriptionoflmprovement � ���d .sli(,/�Q�O�/YI a�X�� (�d�/C.�[(����d
� � PAULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
3. Owner Infortnalion or Lessee infartnaU ' the Lessee conhacted for the improvement: 07 OR4 BK 1�3��m PG ���
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am (/� 2�,,h vrl��/�.r �(.._,
Address n�I ' City State
Interest in Property: �/w��✓
Name of Fee Simple Titleholder
(If different from Owner listed above)
Address �� n A O n�a�� ��i���s �I � f n�t Stale
4. Contractor /�/l
�P��-��me�V✓� ��1�I'�G /C � ZPiDh 1�V�'7� I l-S l`L
Address / City State
Contractor's Telephone No. �I�' 7�� ' 3��3
5. Surety.
Name
Address City State
i Amount of Band: $ Telephone No.
6. Lender.
Name
Address City State �
Lenders Telephone No.
7 Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Sedion 713.13(1)(a)(7),Florida Stalutes:
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Name
i Address City State
� Telephone Number of Designated Person:
8. In addition to himself,the owner designates o�
[o receive a copy of the Lienors No[ice as provided in Section 713.13(1)(b),Florida Statutes.
� Telephone Number of Person ar Entity Designated by Ovmer
� 9. Eupiration date of Notice of Commencement(the expiration date may not be before the completion of consWclion and final payment to the
contractor,but will be one year from the date of recording unless a different 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
, i RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT i
Under penalty of perjury,I declare that I have read lhe foregoing notice of commencement and that the facts stated therein are true to lhe best
� of my knowledge and belieE �
STATE OF FLORIDA
COUNTY OF PASCO �1w—..� a}--r— ` I
Signature of Owner or or Owner's or Lessee's Authorized
OfficerlDirectodPartner ger
Signatorys TRIe/Office /� '
t �/� 0 ��'` i
The foregoing insWment was acknowledged before me this�day of V w� ,20��y_/• �a� � ��� �
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as � W (ty e ot uthori , .g.,officer,Wstee,attomey in fa t)for i
(na e of pa on behalf of insW ent was execute� �
Personally Known❑OR Produced Iden6fication Notary Signature
Type of Ident�cation Produced�b`'� '^ Name(Print) 1S -�i
, _�<!�?�Y.!GmG CHRIS HELGESEN
� MY COA7MISSION#FF920719
���r EXPIRES.SEP 22,2p1g
, �°� Bonded through 1st State Insurance
� wpdata/bcs/noticecommencement�c053048
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--- ---- --- - 48.,_�,, _ - - --
16'-0" 32'-0"
�---------------� �-- -------- ----------- ----------�
� �NEW 4" CONC. SLAB � � �TYP. 8"x8" �
� ) /
L-�--�--�- �--}--��-{J PERIMETER FOOTING „ �
� LNEW 4 I �
I 1 W/ (1 ) #5 CONT. CONC. SLAB I n'
� �EXISTING � � I o
� CONC.7 I OPTIONAL) 8" - #4 DOWEL � 24" O.C. � ' � �
I �` T (SEE TYP. SLAB CONNECTION DETAIL) I I�
I � (NOT REQUIRED BUT RECOMMENDED) I o
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EXISTING HOST� � �-1
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// � j��� EXISTING � Q
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FOUNDATION PLAN ' �
SCALE: 3/16"=1 '-0" � J
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DRILL AND EPDXY—GROUT 8' — ,�4 DOWEZ 4"1NT0 �'�� � , � /z � �
EXISANG SLAB AND FOOANG � 24' O.0 (MAX.) �� , , , /� � �
- ---------------- ----- - I
BEGINN/NG 6' fROM OUTSIDE EDGE. +
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�W CON�RF7E SL•AB. i ° • E�T•.•CON�: ,�AB a ,• • //W� �
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.. ' �'d. , . • '• �X/ST. CONC FOOANG° .. , , � J
� . i,��� �'� �� .�, DAVID NORRIS ENGINEERING
TYP, SLAB C�NNECTI�N DETAIL - ,, . . . ,., �� , � 112 COLEMAN RD.
rv.r.s "��� . �' •�' � WINTER HAVEN, FL 33880
' '-� � (863) 299-1048
— - -- - - - �-^,�`
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- -- — - -- -- - — -- --- _ _� '_;�__i � , `�' -- - - - -FL P.E. 32186
-- - - ����'� C.A. #8283- - -- - --
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SHEAR WALL OP110NS
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1) 5/B' T111 WOOD SIDING OVER VAPOR BARRIER, OR
V1NYL OR ALUtil. SIDING OV,ER (OSB�OR CDX) 7/16'PLYWOOD
(NOTE• PLYWO00 W17HIN 8' OF FINISN GRADE MUST BE P.T.), ".
ATlACHED W/8d O 6%12' O.C. EDGES/)N7ERM. dc �3" D.C. i
TdcB dc ALONG�ALL HEADERS dc PLA7ES (FOR SHEAR dc UPUFT) �
REPLACES NURR. CLIPS ��'
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2) STORM BRACE 1/8' 7HERM0 PLY NAILED PER NEW OR EXISANG
MFR S SPEC� WI7H X—PAT7ERN OF M.H. S7RAPPlNG, SUPPORT S7RUC7URE
NAILED W/(1) 8d AT EA. S7iJD OR PLAIE
QB SCREWED W/(1) �}'10 SMS AT EA. MEMBER. j �
NOTE' I
' (A) ALL U71LlTY ROOM WALLS ARE CONSIDERED SHEAR WALLS,
' £XCEPT 7HOSE ATTACHED TO 7HE HOST S7RUC7URE.
(B) HURRICA E CUP TOP dc BOTTOM OF EACH WALL 3"ROOF SY57EM (TYP.) ;
S1UD �24' O.C. (MAX.) USlNG SIMPSON H2.5 W/(f0) 8d (OR ,
EQUl1/ALENT FOR 400,�f/PUfT) DBL. 2'x4' TOP PLAIE OR (1) 2'x4' (lF CONT.)
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(C) SHEET METAL SCREWS MAY BE 11SED !N LIEU OF NAILS (USE 2'x6'lF 2'x6'S7UDS ARE USEO) i
(i.a ,/f0 SM.� FOR fOd) (REQD FOR METAL SIUDS) 2'x4' WOOD S7UDS O 16' O.0
TA�USE 2x BLOCK/NG AT HORIZONTAL JOlN75 FOR WALLS� 8' (OR 2'x6'S7UDS �24' O.C.) ;
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SEE SHEAR WALL OPAONS
NOTF• ALL UALITY/SNED
1 4' � CONC. A.B. O 24' O.C. 1 1 4'M/N. EMBED. '
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IMNDOWS dc DOORS SNALL BE � � �
DESIGNED FOR 30 P.SF. /fXP. B' 2'x4'P.T. N1�OD PLA7F �
42 P.S F. /EXP. 'C' '
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1. SECURE END WALL VERACAL STlJD TO HOST S7RUC7URE W//'lOx3' O 12' O.C.
EXISANG 4'2500
PS/ CONC. SLAB i
IYP. WINDOW f�DOOR HEADER DETAIL �
SHALL BE UM/7ED T0: �
— s•MAx. w,o�, w���� rXs",�2 SY.P. HEADER W/(1) S7UD UTILITY ROOM DETAIL lw= . 77
12d�NTO £ASEND OF HEADERS NAILED W/ 12d � 8• o.c. w/(z) (NON—HABI TABLE STRUCTURE) N.T.S
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GENERAL NOTES �
1. 1/4� CONC. A.B. INCLUDES.•
'� A. 1/4'0 x 2 1/4' DRIVE NAIL ANCHOR (EQUAL T0: If�EJ-lT�DN14i 1).
; B. 1/4'0 x 2 1/4' TAPCON (EQUAL TO ELCO) �
� � 1/4'm x 2 1/4' A.B. (EQUAL TO KWIK-BOLT) �
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�a � (2) 3/8'� SR BOLTS� RECEIVING CHANNEL ATTACHMENI T
2 X� SM.B. (SEE PG 4—D)
I 2 x_ BEAM CONANUOUS i
� . 7HRU COLUMN
i 3Ff0 SM.S.
� 3'X 3' COL � 12' 0.0
SECURE COMPOSIIF T dc 8� ����
� I ROOF PANELS PER NEW OR EXISANG
[ 2 1/8'RECElV1NG CHANNEL DETAIL PG. 4—D SUPPORT S7RUCIURE
W/(2) 3/B'0;SIL. BOL 15 OR
(6) �f0 X 3/4' IEKS EA. SIDE �
S�OPE i
1/4•�F'� MIN• C RECEIVING
BEAM TO COLUMN �
3'S7RlJCTiJRAL ALUM. ROOF SY51FM (TYP.)
� N.r.s ;
�N07F• 2'x6ir.O50' SM.B. EDGE BEAM
FOR 2 X 8 AND 2 X 9 SMB(S)— j
ADD 50R MORE CONNECTORS (2) 3/8'D/A.x 3 1/2' 7HRU BOLTS QB
(SCREWS AND BOLTS), f0—�f0 (OR 8—,{l2, OR 5—,{�14) S M.� EI/FNLY �
fOR 2 X f0 SMB — STAGGERED ON ONE S/DE, hZl/SH N71H COLUMN I
ADD 100X MORE CONNECTORS 3'x3'x.093'ALUMINUM POST
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3 1/8'X 1 1/2'X 1/B' [BASE W/(2) 1/4'D/A.
� TAPCONS OR EQUIV./POST W/(2) 3/B'D/A. x 3 �
3 1/2' 7HRIl BOL75
� I 2 X_ S M.B. � TAPCO SA(Z',M/N.—EMBED.) SECURE ALUM. �/4^
� � COL W/(2) 3/8'D/A. 1NRU BOL75 QB
j (5) �'10 (OR (4) ,�12, OR (3) ,/14) SM.S ON �
� (2) EA. 1/4'0 S7L. BOLTS OR EACN S/DE OF COLUMN �
tn I (6) #10 X 3/4' 7EKS EA. SIDE "r .�. :• � ■ �
v~i � �2 •,,.� •+•• .�`.' i �
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� [2 1/8'REC. CHANNEL W/(6) EA. j70 SMS �'•��•'� ••�•,
(1'M/N. EMBED.) INTO HOST S7RUC7URE(WOOD) �8'� EW 4'2500 PSl CONC SLAB W/MONO.
� M/N. F007ER OVER 6 MIL NSQUEEN
1/4'0 TAPCONS x 2 1/4' O 1 1/2' O.C.,
STAGGERED (M/N. OF 2 PER CONN.) 1—�5 CONT(TYP.)
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2'x2'x.050'ANGLE EA. S/DE OF BEAM
FAS7ENED SAME AS CHANNEL CARPOR T/OPEN PA TlD DETAIL �
� BEAM TO WALL (NON—HAB/TABLE STRUCTURE) N.T.S i
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! OVER 6 MlL NSQUEEN �
; ORIGINAL UNDlS7URBE0 GROUND 2• (MIN.) (1) �5 CONT. REBAR�
i f7NlSH GRAD£ 6x6—f0/f0 W.W.M. OR
� FIBERMESH CONCRE7F
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W/ (4) #10 x 3/4" S M.S. UP INTO BEAM ,�o sMs �, '
AND (2) #f0 x 3/4" � EA. S/DE /NTO POST SECURE COMPOSl7E RISER A�� �'� �
ROOF PANELS PER NEW OR EXISANG
DETAIL A ���nCAL POSIS ABOVE AND BELOW DETAIL PG. 4—D SUPPORT '
W/NDOW AND DOOR NEADERS ONLY � S7RUCIURE
' REQUIRE ONE CLIP AT EACH END. S��pE �
CUP, ATTACHMENT NOTES ��4•/�t• M�N CRECElNN
CAPRIi CUP: 3'S7RUC7i1RAL AL!/M.
usE (z) � �'x i•x.oso- w/(2) ROOF SY51EM
/f0 X 3/4' 7EKS/NTO EA. FACE �
QB CAS7LE CUP: �
[ 1 1%2'X 2 1/8'X.050'REC. REC. [ 3' OR 2'x3' (FLAT)
W/(4) /70 X 3/4' 7EKS INTO BEAM OR OPEN BACK I
dc (2), /10 X 3/4' TEKS /NTO fA. SIDE OF COL. �
QB /N;7ERNAL�CUP: 2'x3'x.050'ALUM. POST
USE[ 1 1/2 X 3/4'X 1 1/2'LC. X.044"
W/(2) 1/4% X 2 1/4' TAPCONS �
de (2), /10 X 3/4' 7EKS 7HRU COL I
INTO EA. S/DE OF CUP.
QB Hi�CHANNEL•
USE ��LL WID7H W/MIN. (2) ,/�l0 X 3/4' TEKS SHEAR WALL ��4• m CONC. A.B. m 24' O.C. (1 1/4'MIN. EMBED.) �
INTO EA. FACE. (SEE PG. 4—B)
�(Q��VERIICAL POSTS ABOVF AND BELOW i
II WINDOW AND DOOR HEADERS ONLY REC. [ 3' OR 2"x3' (fZAT)
�IREQUIRE ONE CLIP AT EACN£ND.
rOLUMN ATfAGHMENT AL7ERNA7E •• •+ '•'
(TO TOP PLAIE/BEAM OR REC[ BASE) .'•��'� ����• •� '�'
USE"(2) ;/f0 SM.S. (1'MIN. PENETRAAON) INTO
SCREW BOSS EXISANG 4'2500
PS/ CONC. SLAB
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ALUMINUM EDGE BEAM
#8 X 1" S.M.S.
P/T PL YWOOD �'�6" 0.C. (TYP.)
(OSB OR CDX)
' INSERT (7/16') '
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ALUM. ANGLE
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SHEAR PL YWOOD INSER T OR �
PANEL ALUM. SHEETING �
OPTIONAL .024" ALUM. SHEETING '
ALUMINUM TRACK
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CONCRETE / WOOD
FLOOR
#8 X 3/4" S.M.S.
OR � 6" O.C. (TYP.;
SHEAR WA�L OP7)ONS ON EA. SIDE)
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1) 5/8' Tl f i WOOD SIDING OVER VAPOR BARRIER, OR
V1NYL OR ALUM. SIDING OVER (OSB OR CDX) 7/16'PLYWOOD I
(N07E• PL�OD W17F1/N 8' OF f7NlSN GRADE MUST BE P.T.), i
ATTACHED W/Bd � 6%12" O.C. EDGES/INTERM. dt � 3" O.C.
TdtB dc ALONG ALL HEADERS & PLA7ES (FOR SHEAR dc UPLIFT)
REPLACES i URR. CLIPS I
I 2) STORM BRACE 1/8" 7HERM0 PLY NAILED PER �
MFR S SPECS. W11F1 X—PATTERN OF M.H. STRAPPING,
NAILED W/I(1) Bd AT EA. S7U0 OR PLA7E �
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STANDARD 4 ' VI/lDE SNAP-N-LOCK COMPOSITE ROOF PANELS
MAX. ALLOWABLE 9PANS (bEFCECTlON = 1/80 MAX.) 14 SM.S OR 1 4'0 LAG � 12" D.C. ' �
COMPOSITE PANEL SKINS SNALL BE OF ALUMINUM ALLOY — ALONG ENARE PERIMETER (OR #10 �3" OR 3" �
3f05—N14/N25 (1.0#/CF. E.P.S FDAM) S.M.S. � 8" O.C.) W/ 1"0 (MIN.) RECEII�E'R GU7TER /SI
� WASNER (1 1/2" M/N. EMBED. lN REQUIRED ALONG ACL
WOOD) EXPOSED PERIMETER
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� �12'O O.C. T & B ROOF�PANELS
RODF ,ATTACHMENT DETAIL ,
FASTENERi TO BE DETERM/NED �
NOST STRUC7URE
�f0 S.M.S X 1 1/2' � 4" (MAX.) O.C.
INTO W000 BEAM/FASC/A
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(2) ,�10 � 16" O.C. INTO WALL STUDS �
(2) #�0 X 2" � 24" O.C. TNRU OPAONAL ATTACNMENT (UNDER OVERNANG)
3/4" (Ml�.) FASC/A /NTO TRl1SS OR #10 SM.S � 12" O.C. Tl-lRU T & B OF i
RAF7E'R TAILS�/c PANEL/NEADER
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1/4"� TAPCONS � 8" O.C. STAGGERED /NTO CONC.
W/#10 i.M.S THRU REC. HEADER /NT0 PANEL BOTfOM �
NOTE.• 1, 1/4' M/N. EMBEDMENT/NTO CONC.
1_1/2" M/N. EMBEDMENT/NTO WOOD
�kREPLACEj ALL DETER/ORAANG
WDOD; W/FASC/A SECURED
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r:t��=v�L���:r��3�+;+u%t �CIS Home j Log tn � User Reglstration ;~Hoc Topi¢ ' Submlt�5urUfarge i Stxts&Facts�� Publlcat4oa5 ; FBC StaR ', BCI5�Site Map � �Unks.i 5earch
�IJSICle5 ,;, . M _ �
t7r�fa$ei��'`"�) :;�: � ProducE Apprnval
r-� y ,�� USER:Fublic User
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lY11lI�v F�r 8uct Aovfovaa Aiei+u>Product orRocalicat�an Searrh>Aaol;tation•List>Appiicatian Detail ,
IiaYiiitiriii4
¢:t..•<�aa%,^'�.,„^�+�-;s.;a�.'t �
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�.r,;��s. �"�ti;; �•r.�.,�_�: FL� FL17638
�''�''�"W�°�''�"�� AppUcatiorr Type New
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Code Version 2014 �
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Application Status �Approved
Cominents -
I Archided "
P�duct F9anuFacturer Towri and Country industries, '
Address/Phone/EmaiP 440 West MCNab Road i
Pt.Lauderdale,FL 33309 ,
(954)493-8551
tomj@tc-alum.com i
Authorized,�ignature Tom 7ohnston
tomj@tc-alum.coin
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Technical Representakive 7taomas B.Johnston �
AddressJPhpneJEmail 400 west hltNah Rd.
Ft,Lauderdale,FL 33309
� {954)970-9999 '
tomJ@tc alum.com -
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Quality Assurance•Representa#1ve
AlidressJPhone/Email • '
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Category Rooflng
� Su6category. MeCai.Rooftng
� Compliance Method Evaluation Repart from�a Florida Registered Architect or a Licensed Fiorida �
; Profes5tonal Engineer- , ,
= Evetuation"Report-Haci3copy Received
I �
� Fior�da Engine2r or Architect Name wtio developed the Robert 7.Amoruso,P.E. I
' Evaluation,Report. _ ;
� Florida License PE-49752
� Quality Assuren�e Bntity Natfonai Accreditation&Management Institute �
Quality Assurance Contract"Expiration Date 12/31/2018
— I
'� Validated By ORLANDO L.BlANCO,•P.E.
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i = Valiifation Checklist-Hardcopy Recetved
I Certi��ate of tndependence �L17638 RO .Cfli PER«37� RevO.�s,nd�` �
� IReferenced Standarci and Year(of Standarci)
! Equivalence of Product Standa�ds �
iCertit7ed By
f
Sectlons from Che Coiie ,
1504.9.2 �
� 1547.4
zooa.�. '
Produd Approval Method Method 2 Option 6 - �
� �� ��..l:u.•��J 11AI-f7i�fA1yC' I
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Summa of Products �
' ' ' FL ie Model,Number or Narne Deseriptlon ;
Y"� I
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17638.1 3"Aluminum Roof Rlser Panels 3"Aluminum Raof Riser Panels
Limits of Use Installatlon Instruetlons
' Approved tor use in HVNZ:No fL17638 RO tI T�0001 RevO Rise
Approved for use outstde HVNZ:Yes Verified By:Robert].Amoruso,P.E.PE-49752
Zmpad Resistant:No C�eated by Independent Thfrd PaRy:Yes
Design Pressure:N/A EvatuaUon Reports
Other:See lnstallatlon Drawing far Load/Span Design FL17638 RO AE PER2372 RevO ss.odf �
Pressure Tabies Crea[ed by Independent Third Party:Yes -
�,
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Bxck NeHt
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j Contact Us::1�0 Nerth Monroe Street.Tallaha«FL 32399 phpnc:850-487d824
I The Stnte of Florlda Is an AA/�O emptoyer.CaovAaht 2007-2013 State af Flodda.::Brlvacv Statemerrc;:Ac�sibiliN Statement::
Urtdcr Florlda law,emall addresses a�e Wbllc rewrds.If you do not waM your c-mall addrets released In response to a pubtlarecords request,do t sertd etettrontc
mall to this entlty.Uutead,aontaC the ofilae by phartc or by traEfttonal mail.!f you have any questlons,pleau�tad 850.487.1395._'Pursua t to SecUon
455.275(1),Ftortda Stntut�,eBective Odober 1,2012,Ilcensees Itcensed under Chapter 455,F.S.must provide the DepaRmeM wtth an emall add if they heve �
one.The emalls provlded may be used lor ofRclal mmmunleadon wlth the Ilcensee.However emall addmss�aie public recar0.If you do not wlsh to uppty a persanal �
address,piease peovlde the Oepartment with an email address which can be made avallable ta the publlc.To detertnlne H you are a Itcensee under apter 455,F.S.,
please dtck�.
Produd Approvel Aeaapts: ,
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�r;��;�;a•�r�M�g;�,rs,�x�cF BQS Home �,I.�gpIn� F User.Registratlon��i Hbt Top16.1 Submit Surcharge � Stats&Faqs ; PutriicaflonS,;+�fliC,Staff.1 BCIS Site hfap!; Links ; SeaYch j �
� Busines '��;� -
PrafessilJ��� '�' Productiipprovai i
USER:Pubiic U5er �
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, ?R � �� ProBuct Avorirval Menu>Prcd�ct or Aaniisat�on c�;�r�}�>aoQRcarlon List>AOP�i�tton OeWiI �
�C;^::_.Y'.��:�. ���'�.� �
�+^`:,;; #�''�`�L�%}''`'-� FL-tt PL331-R11
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I Application Type Revision ,
iCode Version 2014 ,
I ApplfcaEion_Status Approded
� *Approved by,DBPR.Rpprovat5 by DBPR shall be.reviewed and.ratified by
the POG.andJor the Commissian if necessary.
Cominehts
i
Arthived _
Pradud ManuPa¢turer P6T indusiries
bddress/PhonejEmaii 1070 Technology Drive
Nakomis,FL 34275 �
(941)486-0100 Ext22318
druark@pgtindusYries.cam
Authorized 5lgnature Jens Rosowski _ �
� jrosowski@pgtiridustries.com �
i
, Technicai Representatlye Jens Rqsowski '
Address/PhoneJEmail 1070 Tectinology Driye _
Nokomis,•FL 34275 ,
(941)486-0100.. Ext2YX40
jresowski@pgtiridustries.com �
! Quality Assuraace Representative
Address/Phone/Emafl .
i
i
iCategory Ezterior Ooors ,
I Subcategory Swinging Exterior poot Assemblies �
�
i Compliance Method Certificatian Mark�or Listing �
i �
Gertification.Agency Keystone Certifications,inc. �
Validated By Steven M,Urich,PE �
I I I
j � e Vatidation CheckAsC-Hardcopy Received
I
I
Referenced Standard and Year{of Sta�dard) S#andard Year
AAklA 450 2010
AAMAJVtIdMAJCSA ldl/I.5.2JA440 2008
ASTM E-1886 - 2005
ASTM E-1996- 2009
� ASTM'E-1996 . 2012
�i Equlyalence of produ�t Standards
� Certified By
I
I
i !
Product Approval Method Method 1 Option A
Date Submitted U6/11/2D75
Date Validated 06/�16/2015 �
Date Pending`FBC Apptoval _ !
- __._._.__ _ I,...._.__..____..
i� _ _ I
- i
7/{2015 Floridu Building Cade Onlinc
` � 5umma of Praducts
I FL# Moclel,Number or Na�ne Description I
, 331.1 CD-290 Aluminum Hinged Door
� 13mits of Use Certifiwtion Ageney Certificate
; Approved for use ln HVHi:No FL331 RS1 C CAC FD-290 Certificatfon.odf
� Approved for use outside HVH2:Yes Quality Assuranee Corttrad Expiratlon Date
Impact Resista�:No 09/21/2018
� Design Pressure:N/A Installation Instructions
� Other:Please see the installatfon Instructions for design FL331 Rli II FD-290.odf I
� pressure,size and anchorege Informatlon. VerlFled By:A.Lynn Mlfler,P.E.58705
Created by Independent Third Party:No ,
I Evaluadon Reports i
FL331 Rii AE FD-290 Evaluatlon.odf
i Created by Independent Third Party: No i
I
i
331.2 FD-455 Vinyl Frenth Doo�&Sldelite/Tranwm
Limtts oE Use Certifieation Agency Certifteate
Approved for use In HVH2:No Fi_a31 Rli � C.oC Certlflcatlon FD-45s.odf
Approved for use outside HVHZ:Yes Quality Assuranee COntrad Expiratlon Date
Impad Resistant:No OS/21/2017
Destgn Pressure:N/A Installation Instructtons �
Other:Please see the Installatlan instructians for design FL331 R11 ti FD-455.odf _ �
pressure,size and anchorage informatlon. Verifled By:A.Lynn Mlller,P.E.58705
� Created by independent Third Party:No
' Evaluation Reports !
, FL331 RSS AE FD-455 Evaluatio�.odf �
Created by I�dependent Third Party: No
— i
331.3 FD-555 Vinyl French Door&Sldelite/Transom ;
Ltmits of Use Certiflcadon Ageney Certifteate
Approved for use in HYH2:No F�;31 Ril C COC Certificatlon FD-5S5[Lodf
Approved for use outside HVHZ:Yes Quality Assurance Co�rtract Expirallon Date j
Impad Resistartt:Yes 05/21/2017
Design Pressure:N/A Installatlon Instrudions
Other:Please see the Installation Instructions for design FL331 Rii II FD-555.odf ;
pressure,size and anchorage informatlon. Verifled By:A.Lynn Mlller,P.E.58705 �
, Created by Independent Thi�d Party:No
Fvaluation Reports '
F�331 RI1 AE FD-555 Eval�ation.odf '
Created by Independent i'hird Party:No •
Ie:+ck w:at
�
I
I Conta[t Us::1940 NoRh Monroe Street.Tallalwssee FL 32399 Phone:850-487-1824
I
� Th0 SWtC Of FlOddO Is Bn AA/EEO BmplOy¢�.roovAoh[2007-2013 State oi Flodda_::PAvan 5[atement::Access1611i1v Statement;;R f��� at m nt �
� Under Florida law,emall addr�ses are pu6P,c remrds.If yau do not waM your e-mail address released In response to a publlc-remrds request,do not send eledronit �
imail to thls endty.Instead,contaR the oRlce by phone or by tradklonal ma0.If you Iwve any questlais,please wntac[850.487.1395.•Pursuan[to Section
455.275(1),FloriQa Statutes,eHeUlve ORober 1,2012,Ilcense�s Ilteased artder Chapter 455,F.S.must pmvld¢the Department wtth an email addres if[hey have i
� one.The emails provM�may be�tted for oRiUal communlratton with the Ilcensee.However emall addresses are publlc recwd.If you do rtot wl5h to supply a personal
addrgs,please pmwde the Depnrtment wlth an emali address whtd�can be made avallable to the publlc To detertntne If you are a Ilcersee undu Chapter 455,FS., ,
iplease dldc ha.n. •
Vrodnct Approval Aocapts:
i ����
� sccvrit� -
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— - - - - --- ---
GENERAL NOTES: ANCHOR LOCATIONS 8 SPACING—--- ------- - - - - - -- -
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIONED TO 37-3/8�OVERALL MAX �3-318��VERA11-MAX•�
COMPLY WITH THE RORIDA BUILDING CODE FOR THE DESIGN ���38�BUCK MAX.(Z-BAR) i �72'BUCK AAAX.(Z$AR) ,
PRESSURES LISTED. �� - —
13-1l16' �` � 13-1/16' „
z�woo�euacs o�aicreo as�x nae�ss nuw�.�rr naicx.�x �, _ MAX. —�_
WOOD BlJCKS ARE OPTIONAL IF UNR IS INSTALLED OIRECTLY TO -}—� —i� 80-11N8' ;
SOLID CONCRETE.WOOD BUCKS DEPIC7ED A9 2x ARE 1412'THICK OR i SH OR PW T ���� �} SH OR PW SH OR PW gp-11/18' �
OREATER.ATTACMMfNT METHOD OF WOO�8UCK3 SWUl BE DONE 27.��Z, INSERT pp•[y�/�(, M� 27_�n. INSERT INSERT py�RALL
BYOTHER9. �. � MAX. MAX. ' .
3)SEE TABLE FOR MINIMUM EDGE�ISTANCE FROM CEMER OF � � SEE ��BUCK � 0 80'BUCK ,
ANCHOR TO SUBSTRATE EDGE(DCCLUDI1�iG FlNISH Ott SNCCO). �— I/ NOTE M� MAX �
1
4)SHIM EACH ANCMOR LOCA710N NM1iERE THE PRODSIC'f IS NOT A �Z-e�t� j' /� �Z-BA�t� ;
RUSH TO TNE SUBSTRATE,USING SHIMS CAPABLE OF � �� � ':
7itrws�artlNG aaaum Lonos. 21'MAX. � i
6)ANCHORS 9H1LLL BE COATEO OR CORROSION RESIS7MIT A9 J_ � -� - � � - 12�g. �
APPR6PRIATE FOR SUBS7RATE MATERIAL D13SIMILAR MATERWLS 12-5l8' - ---
3HN18E PROTECTED AS REGUIRED TO PREVENT RF.ACTIONS. NIAX, M�• — .
ILLUMINUM SHALL BE PROTECTED FROM 6iSSIMILAR MATERULLS AS ����jg� ' '
SPECIFlED IN THE FL�RIDA BUILDtNO CODE. _I14-7/6' -+1 147/8' _�J g• &15178'
�'1 MAX.� MAX. MAX.� '1 �MAX.�� MAX.
8)ADHE9IVE SEALANi SHALL BE U9ED BETiMEEN SUBSTRATE AND g.g�HI SING'LE(� g'8'H�����
Fl.ANGE OR FIN. OVERALL SFALINOlFLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS.
�Mh7ER1ALS USED FOR ANCNOR EVALUATIONS WERE SOUTHERN ---�-37-3/8'OVERALL MAX. �733/8'OVERALL MAX.�
�.27 KSI CANCRE7E ANO CONCRETE MPSONRY UNITS � f�—�----'��•BucK rw�c.�z.saRr ����z•BUCK MAX.(2-BAR)�I
COMPLYINGWITHASTMG90.GLALNGCOAAPL�ESWI7HASTMH1300. _L �-� � =�
13-1/1G 13-1118'
6�THE 1!3 STRESS INCREASE WAS NOT USED IN THIS NOTE A:
ANCNOR EVALUATION.THE 1.8 LQAD DURATION FACTOR "T" �'� 98-11/76' -7
WAS USED FOR iHE EVALUATION OF WOOD SCREWS. ANCHORS ARE J SH OR PW 0��� T SH OR PW 3H OR PW �,����g.
REG111RED INSERT Z�/4•MAX M� INSERT INSERT Q���
8)lF THE E%AGT PRODUCT S�ZE IS NOT LISTED IN THE WITHIN 3'OF THE I Mqj�.
TABLES.ALWAYS ROUND UP TO THE NEXT l/WGER VALUE. CEMERLINE OF ,
TNE HAN�1E T - ��, � " ���K ,
ANDlOR i
DEAD80LT. 23_5/g• �. 235/8' (2-BARy
TABLE t: M/�(, /� O SEE MAX. ,� O �
Artd�a 1YPe 3�Mme Min.EdOe AAIn. � /I -NOTE�.BUCK �_ _ j� �
det. emeeame,a p A �
waod(Bauthem Ptrie) wte' t� f (Z-BARj �
�12 Steel SMS Sted Shrl tr33 3�8' .015(18 GA) 21'MAX. c� o 1 �
Nutrdrrao-8081T5 318' 1/8" � �} _� � a� �y _].. I �
Sfeal,A38 3/8' ve' 12-5/8' � !� V 12-5lB'
114'Mmauy Canaete t' 1�18 MAX. � IMAiX'
Mdror HoilowCMU 2-1l2' 1-tl4• � � I__3-15H8' 147/8'� � 6' __1 �1.&15H6'
J14-7/8'� ��- MAX. MAX. I
�arE:wa�uu�ru.a�asrn�res.su�wer�amrts�uuee►w.onn�nos '1 MIU(. �MAX.�I f MAX.
BSYOND MBDE FACfi OF W17EFNL
8'-0'HI SINGLE(X) 8'-0'HI DOUBLE p0()
.\5�1 .!ii;,,:
TAB1.E2: • " ' ' ,
ArTemn CoRllQuntlau ;�� • .... �•t.-�� w.w�e ae rrne nrrve�ra�aawaornim ,
;',;;'.•':��.^„��'' ; _r'�' J.ROSOWSKI 09f10l11 ALUMINUM8083T6�,�,0�^OO°���
DP Certlflratlon Q� ':;:� �,� • ��rr ce�a�r i
6ltepn) ���� diaclion FromoTrpa 5�I7yDe (P5f) Nunlber .' �;'� '.;,}��� _ .w�rroain�o�m+w� �
...�.. • .- 1676�1?1W/Q/Lm i
3�0 $Uf�IE(� �IaaWUtQ Z�.fBR( F4�1(EIrRQQ(� N-S� �•�•791 • .Y,� •
!1 �— � ;
�x88 Singfe(� Out.ewing 7�6erlBox Momun(Manper) �!•35 �� Min UB" s �f :
rx�ea vo�mie�op aa.v�aq z-0erram� �,m ca•�veq .,-as - nmp.. -.,,,"•..µ.6 l �;. ;. ,o�o rEaira�oor o�we � ,
,r-as Maa.or�o. :+�*�!:' NOKOMIS.�s�ns
a�e siro+eoo o+mo-�.a+►+rro z�aneox i.awc.ee��e► '=.'••. ' _ �c�xr.oaurm.�zezes CABANA DOOR INSTALLATION �
♦I•35' �'� %,t.n�.,.FC:.:;,.
FJI
7b�9e Do�le p90 O�AlB►aiNnY z-0eNBm� tav(sada!el \`` .. . � �;.,• � rrr �.e wrow iw: `
'�•`' )��::s . A.Lym MICer,P.E. �
•Umttad Wete�N�triLltrati0n Toaled et 0 D� � �:7 i.��t' � P.E.R58705 CD�290 NTS 1 0!3 1093011JR
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� � _
FNS7ALtATiONWITH80XFRAME — _— - —` -- ' -
- — EDGE I
-'� DISTANCE� O?T10NAL OATIONAL
� EpQ,� SU TfjATEj St78S'tRATE OUT SNJiN4 SI tNSERT�
r DISTRNCE SU T E EMHEOMENi `l,r'y ` / j /+ S�� SHOWfY
�:
EMBEDyMENT i f _�_'IX q� `�\� � -{-._
_L_,� WOOD � ''e" �
SHlM' 5��� � lNSTAlLATtON NOTES• � �
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OP'TIONAL 1 ppT�ONAL 1)SEE SHEET 1 FOR SFACING ,,_�
4UTSWlNC3 INSWINO REOUIREM�PDTS. Q BOXfFttiME.
SHOWN �- SF{dWN 2)SEE TABtE T F8R ANCHORAOE EXlERlOR StFIM JAMS tNSTAttAT1QN
AND 3UBS7RATE REQUIREMEN75. n (DIRECTLY TO SU85TRATE)
V
8}MAX.SHlM Tk]CKNESS i4 EE ti4'.
`� � 4)FOR HARDWARE DETAILS,SEE SUBSTRATE
���Qft ��R SHEET3. SHIM �� •
r ` �� ; ; �
� �
� � , :�
orn4Na. - ; --- ownoHaL _.. '•,r ,�" ,r/.,- ;
FIXED UL�NT FtXHO l7GHT � �/ j % ,
INSERT INSERT L....�/_ "� BOX FRAME, OPTIONAL �
SHOVYN �HO� 1% ��� JqMg INSTALLATIpN FIXED LIGHT
EXTERt4R
80X FRIiME. BOX�Whl+SE. OAT20NAE. � WOOD �SttOWtJ�G {USSt2G SX\NOODBUClC} $�� ;
NEADINS7ALLATSQN HEADINSTALLATI�N SINGLE HUNG
(DIRECTLY TO SUBSTRATE) (USINO 7X W40DBUCK) INSERT
SHOWN �
Do��pO�c oo��"a �O O�C�o�oo0�0
OP71aNAl. GlAT76NAL. 00000°oo°��°oso°°o �ooaoaaaasa>oo
FIxfUUGF1T' M�CKFLA�'E °oe°o°°o°o°oo°o°°o o°°o°°°o°°a°o8o°
�ris�rzr ,L. iNs�r °'0000°�°0000°oo°o� DOOp40e�QOOp9�0 �1f�7fONAI. '���'� " jir,.
$HOWN �~�—��Y SHOWN 0�0�6�OpO�OOOp °n'o^°a�o°u°c°o^� AQ,IUSTIIBLE . . ,..� .
a �.r
9�a$VYEEP ...,�:�
(5ADOtE �� • ' .
THRESHOLD '
ONLI� ~ '�n :�•�:g •'•�` �
�`�"]� /�—t—� _.
E7CfS�QR EXfER1QR �R �'�' f� (o�t.7 =1 #
t�^ .�.hicOr , .��; i
OF?IONAI. OPTIOWiL OPTIQNAL 2 f / f v ' 't`1�':.," , , I
S/WDLE 1-7l1G BUMPER awwnr• a�r �rr� darmawad�oemrawaa�ra�m i
THRESHOLp BUMPER THRESHQID d,RQSOWSKI Q8ldOtt t /u.UMINUM 80S3-T@ �,���
SHt3WN TFiRESHOLQ SHOYYtt wonaxm+rer.rcrar+wrorno
-- SH01NN �"�'— annsmrv�eraaamnmumx .
�M'row�rtltnpiemrDw�
wr ow
rn�mrrrvr�aaaoa
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SussT / ,' Stles�tn,� ;' ; S TaA'� !. � �mo�rs�rai.00voRn+e �
.06
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• , �/ eoxrz.sa�t r�us�, a e.rms t�au.�.e � s� � m.,,�. ,.,< i
Stl1 tWSTAI.tAT70NS P�.�� �U.2g0 KfS 2 W 3 t093611JR
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INSTALIATSON WfTH Z�BAR FWafE —— --- -— —— ------——— — -- - -- - - - -- --- -
EDGE 7ABLE 3:HAFtDWARE(ALL FRAME TYPES)
DISTANCE�� P�• Oeeu! n
7COSP Lak a �
EDGE I I S� SR�n 8t�aeactWPtao
-'f�--�� -�-..._..------
DISTANCE i : �CosPoe 0�066hIbPM� SUBSTRATE SFIIM
SU�T E EMBEpINENT � msta� �n■.716Ph.F�s.s. OPTIONAL
�� Ti/i' % � ' � OPiIONAL `
� �pK ���,, SINOLE HUNO
t6lIFW �e s.7so vh.Fl.S�aS OUT-SVYINO INSERT
EMBEDMENf � "� . \ � . 1X ��p,qp �8h0iPy��� SH�� SHOWN
/ � ,'•�� WOOD 6FlA7fA 8trIW6�dJnOPtOe(A�� �
SHIM SHIM 7t�8VD8 paCban6huaPlaUOktMSh�D) �
OPTIO W11. msT�o ea.0■.i�s PR�8.8.Nm�e sunl �'.
fN5� �w fenf Faem Eiewt•3 y8' I�,/ ' � .
OUTSWINO roe�o oo.maincmeV��U f ,
SHOWN SHOwN nwoeo �ea(wrshn) I /
7CAKlO�te DmOEallMtrob-aei■tnA&us(AWo .L ' '
m
7066K8 DaiCle lnrksa
E9777W bep� �
a � .,,� �Pti� o �.�F�E. -
aios- ►u,wane�onro ExTEwoR
�7E� EXTERIOR ��M M�p�„ �l JAMB INSTALLATION I
M�S HipoRMf U (OIRECiLYTOSUBSTRATE)
7EJ4FPIW b a.7l0 PB.PL 7E➢f SMS I
suesnu+� �x I
w000 �
�i, sHiM
oPrioru� `— opriow� T �' (�>
FIXEDLIaHT � FIXEDLtGHT �( /��J�,
lNSERT INSERT / � / ,
SHONM SHOWN � j .��
Z-BAR FHAME. Z�AR FRAME. OPTIONIIL � � •
HEAD INSTALNTION HFAD INSTALLATION SINGLE HUNG
(WRECTLYTOSUBSTRAIt� (USINGIXWOODSUCIn tNSERT � ,��' ��' �
SHOVYN �� �• ,
i%
°O°O`Do o°°°o° $"o°o°o° o°eo°"o°'o° �CTERIOR 2$AR FRAME. OPTIONN_
'o°c°o°e o o°o° o�ac° oocoo ppTIONp�, FIXED LIGHT
OPTIONAL OPTIONAL o$ooea0000eoo� oaoso�o�oa000° JAMB INST/1LLATION
KICKPIATE a°O°oo°000�000 °° `eo°e °o°a INSWINO INSERT
FIXED LI(iHT °�O °o�o °oe°oo°ae° (°,o (US1N01X WOO�UCK) SHOWN
INSEF�'T 'o �0�0°0°°o°°o^a° °0000°ooe°eaooeoe° SHOWN
INSERT ° . '
SHOYVPI SHOWN °oc°°o°n°�o.�.o°eo °�o��a�°�"�°� ' .,
, •i 5 ,,�' i
•,!'_ , � �
INSTALLATIO'�IIdOTES: '' . ,
_ �;,;::"'='
�R EXT�OR ��OR 1)SEE SHEET t FOR SPACIN(a RE�UIREMENfB. _ - /.
(� �p`�s ,
2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REOUIFiEMEMS. � '•. �',;I= �
'%.�'•. :,.�� ;• . �
3)MAX.8HIMTHICKNESSTOBE1l4• • =���:;,t;':• .•S�. '
t;.,
OPTIONAL OPTIONAL OPTIONAL 2• �•�"�;�'•..1'l.~ �
SAUOI.E 1•7/18' BUMPER �� aa rrre newari�b�miii owoom��
THRESHOLD BUA(PER THRESHQLD J.R0.SOWSKI OB/30J11 ALUMINIIM�fi3-T6 �'oo�aotsnt�varrarvr ;
SHOWN THRESHOLO SHOWN ������
,wo�wawev�oraiowar tra �
aon�rxro�rerwmam�mi�r
' ' �� SHOWN �--:—'-�' ' ---r'. � A�w�sa,�+�c.accam�wrm� j
i
mp�r i
SUBSTffATE , � SUBfSrfRq7'E1 �� S i tOtoreCH�+o�ooYoarve � '
�� ." �' �j,I�,'I� � � " FLc�fOo�n;427ieQss CABANA DOOR INSTALLATION '
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E' A.Lycm Miper.P.6. �
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