HomeMy WebLinkAbout16-16963 � � CITY OF ZEPHYRHILLS
• • 5335-8TH STREET
(813)780-0020 169
BUILDING PERMIT
� PERMIT INFORMATION LOCATION INFORMATION �
Permit Number: 16963 Address: 3828 LAUREL VALLEY BLVD LOT�45
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class df Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 19,000.00 OWNER INFORMATION ��
Date Issued: 1/26/2016 Name: NHC-FL115 LLC (GENE SHELLEY)
Total Fees: 195.00 Address: 6991 E CAMELBACK RD STE B310
Amount Paid: 195.00 SCOTTSDALE AZ 85251-2493
Date Paid: 1/26/2016 Phone: (443)591-1708
Work Desc: WOOD DECK & SCREEN RM W/WINDOWS 12 ' X 30 '
CONTRACTOR S � APPLICATION FEES °
SUNSTATE ALUMIUMN INC BUILDING FEE 195.00
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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 fimes 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 properly. 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.
NO OCCUPANCY BEFORE C.O.
,
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CONT CTOR 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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#10 SMS @ 12•'
O.C. INTO EX1S71NG
APPROVED SCREEN
ENCLOSURE MEMBER
d EXISTING APPROYED
_ SCREEN ENCLOSURE
MEMBEf?S. �
EXlSTlNG APPROVED
, SCREEN ENCLOSURE
MEMBERS.
,�10 SlvlS @ l2"
O.C. lNTO EXISTI NG
APPROVEQ SCREEN
, ENCLOSURE MEMBFR
' TYP. VFRTICAL 4 TRACK TYP. HORI�ONTAL 4 TRACK
IVO FES.
1. TNlS 4UlIYDBREAK HAS BEEN DESIGIVED !N ACCORDANCE Wl7H TNE FLORIDa -
BUlL.DlNG �QDE, 2004 ED1TlON .
2. THIS 'REMOVRBLE WlNDBREAK' IS AN ASSEMBLY OF SOLID VINYL AND ALUMJNUM
PANELS 11VSTALLED OVER AN EXISTING AP�ROVFD SCRFFN ENCLOSllRE. 1T SHALL ONLY
BE USED ON BALCONIES, PORCHES, TFRRACES, NON-HABITABLF SPACES, ETC. WHICH
ARE NOT 1NTEl�IDED TO BE GLAZED OR CLOSED !!V BY WAtLS, 8UT WHFRE A
WIIVDBREAK /S DESIREO. THlS W1/VDBREAK SHALL 8E REMOVED AND PROPERLY STORED
AT THE 'SSUANCE OF A TROPlCAL STQRM OR HURRICANE WARNING.
3. TN1S DRAWING APPLIES ONLY TO PGT PRODUCTS.
Revi3;ons Tolervnces Urtfess Nofed:
�f� U QtB nofes TNElNFORWVAON, OfS�CN AF 04TA q7NfAlf�'D
. --.--_. --._-- Froctions t �/64 yp�����ttbn£PRdPERTY OF PGT
Pecima!,C110'f .01 proU57AEs AND cbNSrot77m COh47DtN7A[
8) updote notes o�;mu�.ono t .aos AhID PROPRIETARY NO Aa4TlON Of�1115
Angular_ f J' pQLYIMENT AfAY BE USf'D GY2 RFPhbDUCfD IN
SerieS�'°��: '�"'���' �"�°`�'���5�°`��� IRIDU�TRIE�
l/ert 4T/Nor. 4T �urss7o,v aF�r rxDusm�s.
Materio7: Description:.--•— — --•--- — --.i—••�_ ----- -
Rcvsd By: Dote: Chkd By. �te: T . An ch o ra e fo r V4 T & SS 4 T
PGT N0: YENDOR NO: Scale; Sheat Drowing No. Rev:
Drorn 6y: Oa(e; �oP l 2043 O
� ' • �n����r� PageNo. of Pages
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SUN STATE ALUMINUM, INC.
6154 Fort King Rd. - _
� ZEPHYRHILLS, FL 33542 '
(813) 788-7308 . �
SUBMITTEDTO P ONE � _
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STREET ,�� ��
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CfTY,STATE and ZIP COD JOB LOCATIO �
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ARCHREC OATE OF PIAN JOB PHONE _
We hereby submit speciffca8ons and estimates tor
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�E QL01ttrAtt hereby to furnis , abor—complete in accordance with above specifications,for t���ym of:
1 ��� � doliars($ �� ��- ).
Payment to be made as follows:
All unpaid balances subject to 1.5%monthly interest fee.
AO materiai is guarantesd to be as specified.Atl warfc to be campleted in a warlmianGke �
manner accordirg to standard practices.My atteraHon ar deviaUon(rom sbove spedficatlons ---
involvfng eMra cosLs will ba executed only upcm written orders,and will become an e i
charge over and above tt�e esfimate. Ag agraements contingent upon strikes. a ' I
or tlelays beyond our cordrol.Owner to carty fire,tomado snd other necessary i , te:ThiS propOSal ma�be
Ou�woskers are funy mvered by Wockman's Compeiesation insucance. vv'ithdrawn b us'rf not accepted within da�
�CCP.�1t�I�CCE Of C�.OTCtrI��—The above prices,speciiications
and conditions a►e satisfactory and are hereby accepted. l�u are authorized Sign re
to do the work as specified_ Payment will be made as outiined above.
Date of Acceptance: Signature �
� ' 1lliiilllliilillliiNiPiilllllif IllllliliillllNIIIIIIIIIIII
' FBC Plans 20160@3432
Fio�ida &Engineering -. .. ,
�uilding 62T2Abbo#StatbnDr. � .
Unk101 Rcpt:17393R2 Ree: 10.00
Code ��������42 D5: 0.00 I7: 0.00
01/08/2016 E. M., Dpl.y Clerk
Permil hlo. Parcel ID No
NOTICE QF COMMENCEMEN7 �}
Slate of �i0![��+ County ot / �S G U
THE UNDERSIGNED hereby gives nolice that improvement will be made to cehain real property,and in accordance with Chapter 713,Florida Stalutes,
tFe foilowing information Ss provided in this Notice oi Commencement:
1 Oescription nf Property: Parcel ldentifiCalinn No. +��I� .»(n-a� - D OOD -'0(}�0 Q � �Q�Q
streetnddress: .�,�6 �Ccet�`a/ rl.t�e .� ��ulX ��l,�i�y7„�,(��'�(c ��»' .33SS"r�--
2. General Description of Improvemenl t.� ,_q�CJ'�coryPn /'-Grl�rh l�� f//A[`/ �/h�d�t.1 S'
9. Owner Mfomretion or Lessee informalion i(the Lessee contracled for tbe impravemenl:
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�aQ�'i/���,p��I��ea,� ,�f �T�/,�3io ed tfs c%IP ,,� �5�r t
Address City Slate
Interest in Property;�fwJh��'
Neme oT Fee Simple Tiqehalder:
(ff different trom Owner iisted abovej
Address �G ��� t/J._��� City Slale �
4, Cpn�reGtOr: lJ`- ,.��.k,�r ;
Name
G��s-y �� _ fCi�� /�� � ! � �=c 33 sY �
Address ^-! q(� �}3 (� Ci�y %�' Slale �
Contrectors 7elephone No. �f�� t d 6 " /3 �d '
5. Surety:
Name
Address Ciry Slate
Amount of Bond: S Tetephone No.: '
6. Lender. *[ �' �
Name ��►` �.� *
Address City Slate `�r� s t�
lentler's Telaphone No, � \ P
7 Persons within the State of Fiorida designated by the owner upon whom notices or other docoments may be served as provided by J Q
Sectinn 713.13{t){a}(7),Flodda Slalules: �_` � ,� P,,, • �
�♦ � � �
Name � i • "" o' �
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Address ' City State �q� � +���
Tetegbone Number o(Qesignated Person: ��A
&, In addi0an to himsell,the owner designates o(_ `�� � �r �
to recelve a copy of the Lienors Nofice as provided in Section 713.13(1){D),Ftodda Statutes. '}'� M T
Telephone Nomber oi Person or Entity Oesignatetl by Owner�
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8. Earyisratipn date ot Notice ot Commencemen((the es�irdtion date may not be betore the compietion ot wnS{nutlon and fnai Rayment to the � Z � Q� �
contraUor,bnt wlll be one yea�from the date of recording untess a di8ereat date Is speclfied): O � � � � J V
WARNING TO OWNER: ANY PAYMENTS MApE BY THE OWNER AFTER THE EXP(RA710N OF THE NOTICE OF COMMHNCBMENT � Z � O � _! r
ARE CONSIOERED lMPROPER PAYMENTS Uh'�ER CHAPTER?13, PART 1, SECTlON 713.13, F(.QRIOA S7ATU7ES, AND CAN � — U C/) O r
RESULT IN YOUR PAYING TWICE fOR IMPROVEMENTS T4 YOUf2 PRqPERTY A 13t3TtGE QF' CDMMENCEMENT MU5T BE Q O � y � Cy{� 0.
REGOROED RND POS7E0 pN THE JOB SI7E BEFORE THE FIRST INSPECTION. IF VOU INTEND TO OBTAIN FINANCING,CONSU4T �. (� h w
WITH YOUR IENDER OR AN ATTORNEY BEFpRP COMMENCENG WpRK OR RECORDIM�YQUR N4TICE OF COMtdENCEMENT � W ~
Under penatky of pe�ury,1 dectare that i have read the foregoi�g nattce ot commencement and thet tha facts stated thereln are true to tbe best � � _ � —� �
o(my knovAedge and heliel. �.. � I— Q �C Q
STATE'OF FLORIDA � � � � � U
couHrv oF Qasco � s ��t'i' °�
S� e of Qwner o essee,or e�s or l ssee's Authorized � ~ } � W'
ONcer irector/Partnerrtvlanager � Q � (� � � �
d�lr�rC9E/'C� S U C.}�
Sig�atory's TIt1eJOKce � � �.. � � � � V
Zhe/oregoing instrumenf uas acknowledged befare me khis„��y aE�:�,20��tby,���"'�� ��L��.GL1c.,;,�� � U- W � � �1 J
as �L�9.(.� � (lype of a�lhority.0.g.,o(fiter,IruSlee,BllofnEy in fOCQ COt � w 0 Q � a Z 1
(nam,e,/o(t�art�on behati ot whom insirv�,enf was ex wted}. i.R. (� � � O
Personally Known O QR Prpduced IdeotiGcallon� Notary Signatur��`..J''�(„��..r�_d L /L Y�{�L�"u^'� � � � fl �
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T y p e o f i d e n t i f i c a t i o n P ro d u c e d��Y� L�1�- Name(Print} Ll.l � Q J �
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;�• '� EXPIRES:dune28,2018
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �Z,�.��5�� ��it�(.!�'t� �/1(�
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' Date Received: � � Z��
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' Site: c� Z�°3� �i�-G<-�,� '�GL .(�
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Permit Type: �`�� ���-'� `U S(.{�►'1 t�'�j?�'' 1 Z� �1!
� Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet sha11 be kept with the permit and/or plans. ��
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Kal�in Switz�� Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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s�3-7so-oo20 , i City of Zephyrhills Permit Application _ _ _ -_ _ FaX-s�s-7so-oo2�
' � '� ' • Building Department � ' � �
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Date Received �-!,� i ' - p _ /
Phone Contact for Permittin � o - _,7 3/ .� ,
TrITI-IT� �
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Owner's Name C 'r�- /`j[.LG � (/`-fNe S�P{� Owner Phone Number 5`�!3-�5' -
/+ / Scct�tsJol�I�4 2. J S�s'1 '
Owner's Address � (.G 6tG,C S'TC �3/ Owner Phone Number
Fee Simple Titleholder Name � Owner Phone Number
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Fee Simple Titleholder Address ,
JOBADDRESS �a 0 ��GC/"e� �/a `� ���� �S -�C• 33 sy2- LOT# �� �
SUBDIVISION � �%C ua-( PARCEL ID#�y'��o"�� -�DO�-��ad- Q°9 � �
! (OBTAINED FROM PROPERTY TAX NOTICE)'
WORK PROPOSED e , NEW CONSTR B ADD/ALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q IBLOCK Q FRAME � STEEL 0
DESCRIPTION OF WORK �DI W'�c 1� l` v�'i�'�L��'1 Yh � I�l k�! � w/K�d!�
BUILDING SIZE �X 3 v I SQ FOOTAGE �� U HEIGHT
�TTI"IT�TTrtTI'TI�TIT1�1T1�TI�ITrITT1Tt�1�ITTT�IT1�Tf TTP'TI�TI�T1�
�BUILDING �1q pQO.d D VALUATION OF TOTAL CONSTRUCTION y�, � � t G✓
'�ELECTRICAL $ � AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ � � /
� GLY
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OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
�
QGAS Q ROOFING Q SPECIALTY 0 OTHER �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO (�
2�-j�.
-1-i-1--F-1--1--f-I{-1-1-4-�1--I-1-1-f-i�-1-1-1-/-I-I-1--1--I-I-1-1--E�-i-f-1-f-I-1-{--F-�1-H-1-1--1-I--1-1-F-1-1-I-i-1-F-a-E--1-1-f-i-1-E-1-f-i-i-E- '
BUILDER � ' � ��OMPANY LllfS �Y�P �4!!�f/YIUk^
SIGNATURE I � REGISTERE� Y/ N FEE CURREN Y/N
Address c�l��/ ��•�G�7y � �lti`�S' �-� �3Sy y License# �Q�i2 0�� �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License# � •
PLUMBER I COMPANY
I SIGNATURE I REGISTERED Y/ N FEE CURREN Y/N
Address I License#
�
MECHANICAL � COMPANY I
SIGNATURE I REGISTERED Y/ N FEE CURREN .Y/N
I
Address I License#
OTHER l COMPANY
SIGNATURE I REGISTERED Y/ N FEE CURREN Y/N
Address I License#
1111111111111111111 �111111 '111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2y sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten.(10)working days after submittal date. Required onsite,Construction Pians,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 d�mpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
**"'PROPERTY SURVEY required for all NEW construction.
-�-*-1-i-I-�--4-I--1-�4-t-t..{..i-f--1-1-i t-(..t-1..{-1-I-1-L-t-t-{..4.i-{�i-{-1-�-{.�1-1-{..1-{..f-i-f-i�-I-{�{-1-f�-f-i-f-f�1-��-1-f..4.foi.�1-{�
Dlrections:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commenci ment is required. (AfC upgrades over$7500)
•* Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Seiice Upgrades A/C Fences(PlotlSutvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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NOTICE PJF DEED RESTRICTI�ONS: The under.signed understands that this permit may be subject to"deed"restrictions"
which may be more resfrictive fhan County reguiations. The undersigned assumes respansibiiity for compliance with any
applicable deed restric#ions.
UNL(CElUS�D CONTRACTQRS AND COIVTRACTOR RESPOIVSlB1LlTlES: !f the owner has hired.a contractor or
contractors to undertake work, �hey may be required to be licensed in accordance with state and local regulations. If fhe ;
; contracfar is nof Iicensed as re�quired by law, bath the owner and contractor may be cited for a misdemeanor violation i
under state iaw. if the owner or intended contractar are uncertain as to what licensing requ'sremen#s may apply for the �
f Entended wark,fihey are advised to contact tha Pasco County Buifding lrtspectian Division—Licensing Section at 727-847- ',
8049. Furthermore, if the owner has hired a contrac#or or contractors, he is advised to have the cantractar(s) sign �
; portions af the "co�rtractor Block" of this application for which they will be responsible. If you, as the owner sign as fhe
' confracfor, fhat may be an indication thaf he is not properiy iicer�sed and is not entifile�d to permitting privileges in Pasco '
County.
- TRANSPC?RTATlON lMPACT/UTlLlTlES lMPACT AND RESC?URCE REC4VERY EEF�: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buitdings, change of
use in exisfing buiidings, or expansion of existing buiidings, as specified in Pasco County �rdinance number 89-07 and
90-07, as amended. The undersigned also unders#ands, fhat such feas, as may be due, wil! be identifed at the time of
perrrtitting. It is further underst�ood that Transpartation lmpact Fees and Resource Recavery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not invalve a certiflcate of occupancy or
final power refease, the fees musfi be paid prior fo permit issuance. Furthermore, if Pasco County WaterlSewer Impact
fees are due,they must be paid priar to permit issuance in accordance with appficabie Pasco County ordinances.
CONSTRUCTIC?N LlEN LAW(Chapter 713,F{orida Statutes, as amended}: lf vaJuatian af wark is$2,500.00 ar mare, !
certify that !, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide° prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", (certify that i have o6tained a copy of the above described dacurrtent and promise in good faifh to
deiiver it to the"owner"prior to,commencement.
Ct?NTRACTt}R'S/QWNER'S AFFtqAVlT: i certify that all the information in this app{ication is accurate and that a!I work
will be dane in compliance with a!! applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installafion as indicated. i certify fihat no work or insfaitation has
commenced prior #o issuance af a permit and that a11 wark wi11 be performed ta rrreet sfandards of a11 faws regulating
canstruction, County and City cadas, zaning regulatians, .and land development regulations in the jurisdiction. 1 also
� cer#ify that 1 understand that.the regulations.of o#her government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include buf are nofi iimited fo:
- Depar#ment of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmenfaiiy Sensitive
Lands,WaterlWas�ewater Treatment.
- Sauthwest Florida Water Management Dis#rict-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps af Engineers-Seawalls, Docks, Navigable Waterways.
- �Department .af Health & Rehabilitative Services/Enviranmental Health Unit-1Ne1(s, Vl/astewater Treatment,
Sepfic Tanks.
- US Environmenta! Protection Agency-Asbestos abatement.
Federal Aviation Au#hority-Runways.
I undersfiand that the following�restrictions apply to the use of fi1l:
- Use afft(i is not aliowed in Fioad�Zone"V"uniess expressiy permitted.
- If the fi(I materiaif is to be used in Flood Zone "A", i# is understood that a drainage plan addressing a
"campensating volume" wi!! be submitted at time of permitting which is prepared by a professianal engineer
licensed by the 5tate of Florida.
- If the fi11 material is to be used in �1oad Zone "An in connection with a permitted building using stem wa11
construction, 1 ce ify that�ll wi11 be used anly to fl1 the area within the stem wa!(.
- !f fill materiaf is to be used in any area, 1 certify that use af such �ll wi!! not adversely affect adjacent
praperties. !f use�of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of he building permit issued under the attached permit application, for iofs less than ane (1)
acre which are eievated by fiii, an engineered drainage plan is required. ;
1f i am the AGENT FC}R THE�ODUNER, i prarr►ise iri good faith to inform the owner of the permitting conditions sst forth in i
this a�davit prior fio commencing construction. ! understand that a separate permit may be required for electrical wark,
plumbing, signs, wells, pools, air conditianing, gas, or ofiher installations not specifically inciuded in the application. A
permif issued shall be construed to be a (icense to proceed wifh the work and not as authority to vioiate, canceS, aiter, or
set aside any pr.ovisions of the technicai codes, nor shali issuance of a permit pr�vent the Buiiding Officiaf from thereafter
requiring a correctian af errors in pians, canstructian or vialations of any codes. �very permit issued sha!!become invalid
unless the work authorized by such permit is commenced within six manths of permit issuance, or if work authorized by �
the permit is suspended or ab'andonetl for a period of six(6) months af�er the time the work is commenced. An extension
may be requested, in writmg,�from the Suiiding Officiai for a periad nofi to exceed ninety (90) days and will demonstrate
jusfifiable cacase for the extens�on. Cf work ceases for ninety{90}consecutive days,the job is considered abandaned.
E '
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPRO�VEMENTS TO YCIUR PROPERTY. IF YOU INTEND T'O't�BTA1N FINANC1iVG,CONSt1L3'
WtTH YtJUR LENDER UR AN AT7'ORNEY BEFORE RECORDtNG YOUR�t�TICE OF CONfMENCEfVIENT.
Fi.OR1DA JURAT{F.B.117.03 � f
t
OWNER CiR AGENT I l, f " .,�cn CONTRACTQR .._ f��_�
S bscribed and swom qr�affirm d� e ore me fhis J Sub crib dand swom to o rr�e,d befQ� ine this
! I o2. I ir by d'h J / 02 ! {, by �,�Q.tif''h c-� 1f�t t�z �_
a�stare personalSy kn, awn t me or hasthave praduced o is/are persona!!y known to me or�raslhave produced
as identification. as identification.
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I HEREBY CERTIFY THAT I HAVE REVIEWED
PRODUCT APPROVAL CODE CHART THIS PLAN AND FOUND IT TO BE IN
JOIST I SPAN (W) I GIRDER SPAN (S) STRUCTURAL COMPONENTS COMPLIANCE WITH ASCE 7-10&FBC STH
= I I r I SIMPSON ABA OR ABU POST BASES - FL10849.6 EDITION(2014)RESIDENTIAL&EXISTING
I PT 2x6 I 9' MAX I(2) PT 2X6 I 8' MAX I SIMPSON AC, LPC OR LCE POST CAPS - FL10860
SIMPSON H5 CLIP- FL10456
N 8'-0" MAX PT 2x8 12' MAX (2) PT 2X8 I 10' MAX I SIMPSON LULUS JOIST HANG - FL10655
2X6 GIRDERS
2 PT 2x10 14' MAX PT 2X10 12' MAX SIMPSON LUC JOIST HANGERS- FL11169
SEE SPAN CHART
FREESTANDING DECK - DO NOT
ATTACH JOISTS TO EXISTING HOME ALL CONNECTORS AND FASTENERS IN CONTACT
W/TREATED WOOD SHALL BE ZINC COATED
=j DECK MAY BE CONSTRUCTED WITH GALVANIZED STEEL OR SIMPSON 'ZMAX'
H GIRDERS RUNNING PARALLEL OR
FASTEN FLOOR JOISTS TO DBL. 0 O
2X6 GIRDERS W/SIMPSON H5 16" a PERPENDICULAR TO EXISTING HOME
- bI FO /+
® Nz O A 1r
DBL 2X6 N 0<
0
PERIMETER JOISTS Pt o'
I a
0 NW
COMPOSITE DECK PLANKING CO
FASTENED W/#1OX2" x x
SCREWS 2 PER BOARD ® 0 PROFESSIONAL ENGINEER SEAL
EVERY JOIST FASTEN FLOOR JOISTS TO DBL.
ENGINEER OF RECORD:
2X6 PERIMETER JOISTS
FASTEN WOOD DECK W/SIMPSON LUS HANGERS OR
BOARDS W/Bd V. NAILS, 0 EQUIV David W. Smith P.E.
2 PER BOARD 0 EVERYFASTEN FLOOR JOISTS TO GIRDERS
JOIST 30'-0" P.T. DBL. 2X GIRDER FLORIDA LICENSE NUMBER:53608
FLORIDA H5
TYPICAL FLOOR JOIST/GIRDER LAYOUT Thomas L. Hanson P.E.
.
Mark Ronald Dunn, Jr. P.E.
FLORIDA LICENSE NUMBER:38654
12
2X JOISTS
J
OPT I PERIMETER JOISTS FLORIDA LICENSE NUMBER:73968
' ALUM. TERMITE SHIELD
-- - __ @ EACH PIER Joel Falardeau P.E.
II
ORIABSIPAD CONCRETE PAD, FLORIDA LICENSE NUMBER:70667
1__L .1__L_
1--r �--T- AUGER ANCHORS ® 8'-0" O.C. MAX.
SECURE WITH ASTM #123-89A FBC Plans & Engineering
STRAP OR EQUIV. OVER GIRDER Services, Inc.
32" IMBEDMENT
6272 Abbott Station Drive Unit 101
PT (3) 2x12 AIR STRINGERS Zephyrhills,fl.33542
PLAN VIEW BLOCK PIER AND ANCHORS Phone:(813)788-5314
Fax:1-(866)-824-7894
email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY: W.P.
PICKETS SHALL NOT ALLOW
A 4"0 SPHERE TO PASS.
DATE: 01/12/16
TRIANGULAR OPNG. SHALL
z 4PRE-MANUF.
REVISION: DATE:
NOT ALLOW A 6"0 SPHERE
TO PASS. 2X2 ALUM. HANDRAIL RO 1
POST
n M PER FBC 311.7.8 - 4 OR MORE RISERS REQUIRES A HANDRAIL. I RO 2
PO MAX.-PT 2X TREADS. FASTEN TO STRINGERS W/(4) 16d NAILS EA. CONNECTION RO3
PT DBL 2X PERIMETER PICKETS SHALL NOT ALLOW A
JOISTS ATTACHED RISER HEIGHT = 7 3/4" MAX. 4"0 SPHERE TO PASS. RO4
TO PT 4X4 POSTS HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOTz TOP/BOTTOM RAILS TO POSTS W/
W/(2) 3/8"0 STEEL BOLTS EXCEED J" 1 1/2"xt 1/2" x3/16" ANGLE PROJECT ADDRESS:
TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) W/ (2) EA FLANGE #10x3/4" TEKS
A NOSING NOT LESS THAN J" & NOT MORE THAN 1}"
SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. GENE SHELLY
EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD 3828 LAURELL VALLEY
DEPTH IS A MINIMUM OF 11" ZEPHYRHILLS, FL
16"X16" ABS PADS UNDER STRINGERS P 2"xPERIMETER JOIST
WELD
OR 4" 2500 PSI CONCRETE PAD BASE. ATTACH PER MANUF. CONTRACTOR:
PT (3) 2x12 STAIR STRINGERS SPECS. OR (4) J"OX22"
FASTEN TO DBL 2X PERIMETER JOIST LAG SCREWS FOR WOOD SUN STATE ALUMINUM, INC.
W/SIMPSON #LU210 OR EQUIV. PER DECKS
MFGRS SPECIFICATIONS
WOOD STEPS & ALUMINUM HANDRAIL ALUMINUM POST & RAILING TO DECK CONNECTION
WOOD DECK
*REAKF
.FLASHING INSTALLED UNDER EDGE 3"X 48024"116. I HEREBY CERTIFY THAT I HAVE REVIEWED
EDGE ON FIRST ROW OF SHINGLES BEAM IS FOAM DENSITY TH IS PLAN AND FOUND IT TO BE W
THE SIZE AS UPRIGHT COMPOSITE ROOF COMPLIANCE WITH ASCE 7-10&FBC ST
VINGC ANNEL OR 3"X4B"COMPOSITE #10 X 4"SMS 1-1/4" PANEL EDITION(2014)RESIDENTIAL&EXIVING CHANNEL #10X4"SMS ROOFPANEL NEOPRENE WASHER
SMS1-1/4"NEOPRENE 8"O.C.PER PANEL.C.FOR COMPOSITE PANEL WASHERO.C.PERPANEL - - -
SOLIDROOF12"OPEN BACKATTACHED 2X3 PATIO BEAM/ COMPOSITE PANEL TO POST w/(2) (3)3/8"(MI #10x1)5"SMS&TO EDGE BEAM w/ II II == THRU BOLTS G
l #10 X I Y"SMS 1r o.C. I I I I WASHERS/NUTS J
HEADS X R CHANNELT I ASCIA. H CONNECTING I I I I SCREW BOSS ��
HEADER OR CHANNEL TO FASCIA
II I I MAY NOTCH FOR CENTER
II II OR EDGE OF POST 2"X6"SMB BEAM
II II
FASTEN 1X2 TO EXIST.WALL FRAMING ii I
ASTEX2}"LAG SCREWS 5"FROM TOP& I I I 2X3 PATIO UPRIGHT POST OR UPRIGHT PROFESSIONAL ENGINEER SEAL
BOTTOM&24°O.C. I I I I UPRIGHT
II II (SEE PLAN FOR SIZE) ENGINEER OF RECORD:
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL David W. Smith P.E.
ROOF PANEL TO FASCIA/HOST BEAM CONNECTION DETAILS SCALE:NTS ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
FLORIDA LICENSE NUMBER:53608
PATIO COVER
(3)#12 X 3/4"SMS FASTENING Thomas L. Hanson P.E.
SECONDARY NOTE:MINIMUM EMBEDMENT OF
(1)-1/2"0 LOT CONCRETE FLORIDA LICENSE NUMBER:38654
ANGLE TO COLUMN(TYP EACH
SIDE) COLUMN SCREW WITH 2-3/4" ANCHORS INTO CONCRETE FOOTING SHALL
SECONDARY ANGLE(MIN EMBEDMENT(MIN EDGE BE 2-3/4"AT ALL POST LOCATIONS.ALL
0.125"THICK) DISTANCE=3"J "\ --- SCREW LENGTHS AT POST CONNECTIONS _- _
(B)-3/8"0 X 2"MIN EMBEDMENT LAG SCREW (NOT REQUIRED WHEN PER OUTER FLANGE "1 ' P I
SHALL BE OF SUFFICIENT LENGTH FOR Mark Ronald Dunn, Jr. P.E.
INTO SECONDARY ANGLE(TYP EACH B=0 IN THE �S\� REQUIRED EMBEDMENT INTO CONCRETE
SIDE)(SEE TABLE BELOW FOR QUANTITY) TABLE BELOW) FOOTING WHEN A PAVER DECK IS PRESENT. FASTEN 1X2X.044"TO ALUM.UPRIGHT FLORIDA LICENSE NUMBER:73968
W/#12X1}"SMS WITHIN 3"FROM ENDS&@
0 PRIMARY 2"X 2"X 0.125"ANGLE
O (2)-3/B"0 MACHINE 120G.
DECKING O (3)#12 X 3/4"SMS BOLTS WITH WASHERS TOP VIEW
FASTENING COLUMN OR(4)#14X3/4"SMS ALUM.SQUARE COLUMN • 1"X2"OPEN BACK Joel Falardeau P.E.
TO PRIMARY ANGLE(TYP EA.SIDE
EACH SIDE) FLORIDA LICENSE NUMBER:70667
2"SPACING 1"X 2"BASE MEMBER
(MIN)(TYP) (1)-1/2'•0 LOT CONCRETE
(TYP EACH SIDE) SCREW WITH 2-3/4" 11 GA,INTERNAL ALUM,BASE,PREDRILL VERT.FLANGES
EMBEDMENT(MIN EDGE
TABLE 3/8"ØX2"MIN.EMBEDMENT DISTANCE=3") (4)3/8"CONCRETE SCREWS(INTERNAL) ALUM.POST PER PLAN FBC Plans &Engineering
LAG SCREW INTO PER OUTER FLANGE W/2-3/4"EMBEDMENT,3"MIN.EDGE DISTANCE Services, Inc.
PRIMARY ANGLE AND @ 24"
Column B FLOOR OIST 6272 Abbott Station Drive Unit 101
J O.C.BETWEEN COLUMNS(TYP
Size EACH SIDE) Zephyrhills,8.33542
PERIMETER STRINGERS .c d - 1"X2"OPEN BACK
3x3 0 4 " d. �— Phone:(813)788-5314
2x3 0 NOTES: '"p: v d ____ Fax:1-(866)-824-7894
2x4 1 1,NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE (2)#10x14/2'SMS MIN Website:www.fbcplans.com
2x5 1 LAG SCREW INTO THE 1X2, THRU SCREW BOSS OF
3.LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL 1"X2"OPEN BACK
2x6 2 LOAD OF 450 LB.AND AN ALLOWABLE LATERAL LOAD OF 240 LB.FOR NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"0 SCREW
2x7 2 WOOD WITH SPECIFIC GRAVITY,G=0.55. ANCHORS,OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. DRAWN BY;
2X8,2x9,2X10 3 4.ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO PERIMETER
STRINGERS OR FLOOR JOISTS FOR THE ENTIRE LENGTH OF THE SCREW. 3X3 POST CONNECTION DETAIL OPEN BACK TO ALUMINUM POST DETAIL
DATE: 01/12/16
2"x 3"OR LARGER POST OR SMB TO WOOD DECK DETAILS
REVISION: DATE:
RO 1
EDGE BEAM PER PLAN RO 2
RO 3
2X3 ALUM,ABOVE
RO 4
WINDOWS i I OPTION#1 I I
2)(3 ALUM.UP HT
l, PROJECT ADDRESS:
I (4)#10x1]2"SMS
DOOR INTO SCREW BOSSES
GENE SHELLY
ACRYLIC OR VINYL INSERTS ------ ------- 3828 LAURELL VALLEY
YLI
SHALL BE REMOVED WHEN WIND SPEED I I
IS EXPECTED TO EXCEED 75 MPH.3 SEC GUST X 0 ZEPHYRHILLS, FL
2"X2"OR 2"X3" I 0.062"ALUMINUM INTERNAL
HORIZ.1SUDER MEMBER I OR EXTERNAL RECEIVING
MANUFACTURERS CHANNEL W/(4)#10 X 3/4" CONTRACTOR:
INSTRUCTIONS I INTO INTO BEAM OR
UPRIGHT.(2)#12X 3/4"EA.
22 CA.KICKPLATE INSTALLED W/ LEG INTO GIRT OR PURLIN- SUN STATE ALUMINUM, INC.
#10/3/4"@12"O.C.
-••••• ••v,' I I #12x3/4"SMS EA LEG0062 ANGLE CLIPS)
UPRIGHT UPRIGHT OR BEAM-SNAP
DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS HOLFMATING OR
HOLLO
W SCREEN ROOM
CHAIR RAIL CONNECTION ALUM.DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUNDIT TO BE IN
COMPLIANCE WITH ASCE 7-10&FBC 5TH
EDITION(2014)RESIDENTIAL&EXISTING
3"X.024 COMPOSITE ROOF VINYL
PANELS-FL 7561-R3 OR EQUAL WINDOWS-TYP. C
2X6 SMB r� �
X M X M M M X X
M N N N N lXy N
O PROFESSIONAL ENGINEER SEAL
CO
' M 2X2 2X2 ENGINEER OF RECORD:
x ________rn
David W. Smith P.E.
ch 1X2 KICKPLATE 1X2 1X2 FLORIDA LICENSE NUMBER:53608
≤h
N
Thomas L. Hanson P.E.
4"CONC. PATIO 4'-376" 4'-376" 4'-3716" 4'-37/16" 4'-376" 4'-338' ANDWOOSTD DEPSK FLORIDA LICENSE NUMBER:38654
12' 30' AUGER ANCHORS Mark Ronald Dunn,Jr. P.E.
@ EA. PIER FLORIDA LICENSE NUMBER:73968
NOTE: REAR ELEVATION VINYL WINDOWS SHALL BE REMOVED Joel Falardeau P.E.
WHEN WINDS ARE PREDICTED TO BE 3/16"=1'-0" 28' FLORIDA LICENSE NUMBER:70667
75 MPH OR MORE.
3"X.024 COMPOSITE ROOF 3"X.024 COMPOSITE ROOF FBC Plans &Engineering
PANELS-FL 7561-R3 OR EQUAL PANELS-FL 7561-R3 OR EQUAL Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
2X3 Phone:(813)788-5314
Crj Fax:1-(866)-824-7894
C',
(h
PARK N N X N X Website:www.fbcplans.com
MODEL N N PARK
o MODEL o DRAWN BY: JL
r 2X2 ' DATE: 01/12/16
KICKPLATE II 1X2 1 KICKPLATE REVISION: DATE:
WOOD DECK RO 1
RO2
F _____ _______ _______ - I
RO 3
UGER ANCHORS UGER ANCHORS RO 4
3'-2" 4'-5" 4'-5" @ EA. PIER • 4'-6" 3' 4'-6" @ EA. PIER
PROJECT ADDRESS:
12' 12'
GENE SHELLY
LEFT SIDE ELEVATION RIGHT SIDE ELEVATION
3828 LAURELL VALLEY
ZEPHYRHILLS, FL,
3/16"=1 '-0" 3/16"=1'-0"
CONTRACTOR:
SUN STATE ALUMINUM, INC.
PLANS &ELEV.
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10&FBC 5TH
EDITION(2014)RESIDENTIAL&EXISTING
36'
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
`r FLORIDA LICENSE NUMBER:53608
2015 PARK MODEL
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
-►-' Mark Ronald Dunn, Jr. P.E.
FLORIDA LICENSE NUMBER:73968
- - - � MFG. HOST BEAM
to 2X6 SMB 2X3 2X3 Joel Falardeau P.E.
C') X ( c4 FLORIDA LICENSE NUMBER:70667
N X
X19 2X3
PROPOSED SCREEN ROOM 2X3 FBC Plans & Engineering
PROPOSED W/VINYL WINDOWS ON WOOD Services, Inc.
DECK 6272 Abbott Station Drive Unit 101
COVERED c' Zephyrhills,fl.33542
PATIO Phone:(813)788-5314
2X3 2X3 Fax:1-(866)-824-7894
Q9p ch Website:www.fbcplans.com
N
N
X X DRAWN BY: JL
+ 2X6 SMB 2X3 N 2X3 N N 2X3 N N 2X3 2X3 DATE: 01/12/16
REVISION: DATE:
3"X.024 COMPOSITE ROOF RO 1
PANELS-FL 7561-R3 OR EQUAL 4'-33/S' 4'-37%6" 4'-37A&' 4'-3716" 4'-37i46" 4'-37%6" 4'-37/46" RO 2
RO3
12' 30'
RO4
PROJECT ADDRESS:
PLAN V VIEW GENE SHELLY
f 1-011 3828 LAURELL VALLEY
3116i
ZEPHYRHILLS, FL
CONTRACTOR:
SUN STATE ALUMINUM, INC.
PLANS &ELEV.
General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS PLAN AND FOUND IT To BE IN
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. COMPLIANCE WITH ASCE 7-10&FBC 5TH
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL EDITION(2014)RESIDENTIAL&EXISTING
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE.
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE SCREEN ROOM,PATIO COVER&WOOD DECK
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. B.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA:
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 2. RISK CATEGORY: I PROFESSIONAL ENGINEER SEAL
WATER REDUCING AGENT-ASTM C 494. G-185. 3. WIND EXPOSURE: B
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. WIND LOADS: ENGINEER OF RECORD:
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" (MWFRS):
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. SOLID ( ): 23 PSF
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN i David W. Smith P.E.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: COMPONENT&CLADDING PRESSURES: FLORIDA LICENSE NUMBER:53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF
RECOMMENDATIONS. ASTM E 1300 WALLS: ZONE 4 21.8/-23.6 PSF, ZONES: 21.8/-29.10 PSF
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA S ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. WOOD DECK FRAMING,SEE ENGINEERING Thomas L. Hanson P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94
SPALLING OR OTHER DETERIORATION. ASTM C940 FLORIDA LICENSE NUMBER:38654
6. SCREEN ROOF TYPE:
ASTM C33
B. MASONRY: 7. SOLID ROOF TYPE: COMP.PANEL ROOF,FL 2291-RB OR EQ.
ASTM C494 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 Mark Ronald Dunn,Jr. P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615
TYPE FLORIDA LICENSE NUMBER:73968
M OR S MORTAR. ASTM A185
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23)
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING Joel Falardeau P.E.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans &Engineering
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1. TYP--TYPICAL g g
2. SIM--SIMILAR ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 3. UON--UNLESS OTHERWISE NOTED Services, Inc.
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 4.CONT--CONTINUOUS HOLLOW SECTIONS 6272 Abbott Station Drive Unit 101
2. WHERE KICKPAT ARE USED A MINIMUM THICKNESS OF
Zephyrhills,fl.33542
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2x2:---------------------------------------2"x 2"x 0.044"
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G. RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Phone:(813)788-5314
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE SED 2 x 3:---------------------------------------2"x 3"x 0.050" Fax:1-(866)-824-7894
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1.ALL TRASITE WORK SHALL DE NCEWITH
PERFORMED BY IA ALIBLE BUILDING
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" Website:www.fbcplans.com
CODES,LOCAL ORDINANCES,ETC. 2 x 4:
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2"x 4"x 0.050"
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050"
PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY:
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE 5TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD A r
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. OPEN BACK SECTIONS < / ') DATE: 01/12/16
ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE2:----------------------------------------1"xpp
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1 x 2"x0.040"
SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1 x 3: 1""x 3"x 0.045"
d� REVISION: DATE:
CONTRACTOR. 7 I( ESEPARATION. L T ALL DETAILS ONTHESE DRAWINGSARE ENGINEERED 5. ALUMINUM#1 SMS 6MB RS SHALL BE THE ENDS AND 12"ON CENTER,IF S 4.ON INFORMATION PROVIDED BY THE CONTRACTOR AND BASED SNAP SECTIONS Cf�YOF�/ r{ t fJ/�� r RO 1
MANUFACTURER. 2 x 2 Snd 2"x 2"x 0.045" f l�Ii ?tT F 7Z�f 0 2
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY USING#12 SPACING MAY BE 24"ON CENTER. S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap:p 2"x 3"x 0.050" l L���/ r,l,r,. �
LICENSED P.E.IN ACCORDANCE WITH STANDARD ( / t? y 0 3
REMOVABLE PANEL ALL BE SHALL BWITH A E REMOVED WHEN WIND ECAL ESSENTIALLY TING ENGINEERING PRACTICES. 2 x 4 Snap: 2"x 4"x 0.045" �) �
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING (SMB) PROJECT ADDRESS:
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2 x 5 SMB: 2"x 5"x 0.050"x 0.118"
WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR ° B t
300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB: 2"x 6"x 0.050"x 0.120" �' Q �?3 GENE SHELLY
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL le`
2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" 3828 LAURELL VALLEY
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED f
ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" ZEPHYRHILLS, FL
2. HEX BOLTS HAS FLAT WASHERS AND TO
BE NUT ASTM S A 325,PLATED WITH STANDARD 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE � '� 1',. CONTRACTOR:
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17 IN ITS ENTIRETY. T
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 `., i" SUN STATE ALUMINUM, INC.
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
NOTES