HomeMy WebLinkAbout15-15923 C,I OF ZEPHYRHILLS r�.
� 5335-8TH STREET �
� �' � �si3)�so-oo20 15 3
B ILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 15923 Address: 37652 NEW HORIZONS BLVD LOT 57
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIA Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-0570
Improv. Cost: 5,000.00 OWNER INFORMATION
Date Issued: 1/20/2015 Name: FORSCHNER DOUGLAS L & ROBERTA
Total Fees: 90.00 Address: 37652 NEW HORIZONS BLVD
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33541-7690
Date Paid: 1/20/2015 Phone: (606)875-2727
VIlork Desc: INSTALL GARAGE & STO GE 44' X 13'
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 90.00
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In ections Re uired
FOOTER 2ND ROUGH PL MB MISC INS LATION 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: Reinspection fees will omply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the fol owing reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corre ions not made when inspections called d)work not ready for
inspection when called e) permit not po ed on job site f) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this p rmit, there may be 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 m nagement, state agencies or federal agencies.
"Warning to owner: Your failure to record notice of commencement may result in your paying twice for
improvements to your property. If you int nd to obtain financing, consult with your lender or an attorney
before recordi g your notice of commencement."
Complete Plans,Specifications Must Accom any Application. All work shall be pertormed in accordance with
City Codes and Or inances. NO OCCUPANCY BEFO C.O.
.
CONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPE ION - 8 HOUR NOTICE REQUIRED
' PROTE CARD FROM WEATHER
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C'ty of Zephyrhills
BUILDING P AN REVIEW COMMENTS I
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Contractor/Homeowner: C`JC�-�� � Y - n�'r
Date Received: — ��
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Permit Type: � ' ��`
Approved w/no comments:❑ Approved w/t below comments: � Denied w/the below comments: ❑
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This comment sheet sh 1 be kept with the perm t and/or plans.
,
, �-a�-�- ;�`� ���
Kalvin Switz — ans Examiner D te �Contractor and/or Homeowner
(Required when comments aze present)
.
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813-780-0020 City Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received � ,�� � ph ne Contact for Permittin cJ UV -- � � /
Owner's fVame �()Q L2 f �(�/'�f'C!'f OvHner Phone Mumber Cf/�C.O '�7s o�� �7
�roner's Address 3 7(�s oZ /7e�v /`�`()/�% /1./� Ql� Oyvner Phone Plumber
Fee Simple Titleholder Name O�nrner Phone Number
Fee Simple Titleholder Address �
.DOB ADDRESS 3 7(�.S—oZ �� /7Zp�.f �oT� �
SUBDIbISIOkI /)2(J/1J /��/pARCEL ID# �` —bW�"h�-l—Q��— �WO�-'L��v -
(OBTAIMED FROM PROPERTY TAX NOTICE) �
HNORK PROPOSED � NEW CoNSTa ADD/ALT [� SIGN Q Q DEMOLISH
INSTALL REPAIR
�ROPOSED USE � SFR COMM .0 OTHER
�PE OF CONSTRUCTIO(d BLOCK FRAME Q STEEL Q
DIESCRIPTIOfd OF lMORK e '� � �
BUILDIfdG 51ZE �7 �l� SQ FOOT GE s�a" HEIGH�
BUILDING $��UD, �� VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ �
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QMECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION �GV -
� ti3
OGAS Q ROOFING SPECIALTY [_] OTHER ���
FIIVISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO �
IBUILDER COMPANY �l�-/�" ,� �tt,/' �D-/�CS'e-���
SIGfdATURE REGISTERED Y/ N F E CURRE� Y/N
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Address M 3 7��p�- ��J /� f l� Z—�N /� • License# �Y'�e -
IELECTPtICIAN COMPANY
SIGfdATURE REGISTERED Y I N FEE CURRE� Y/N
Address License#
PLUM�ER COMPAMX
SIGfdATURE REGISTERED Y/ N FEE CURRE� Y/N
d4ddress License#
MECHANICAL COMPAMY
SIGfdATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTMER COMPANY
SIGfdATl1RE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
RESID�IdTI/1L Attach(2)Plot Plans;(2)sets of Bullding Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after sub ittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facllities 8 1 dumpster;Site Wo Permit for subdivisionsllarge projects
COMIMERCIAL Attach(3)complete sets of Building Plan plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after sub ittal date. Required onsite,Construction Plans;Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster:Site Wo k Permft for all new projects.All commercial requirements must meet compliance
SIGfd PERMIT Attach(2)sets of Engineered Plans.
` ••""PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Ovmer&Contractor sign back of application,notarized
If over 52500,a Notice of Commencement is requir . (AIC upgrades over�T500)
•° Agent(for the contractor)or Pqwer of Attomey(for the wner)would be someone with notarized letter from owner authorizing same
O!/ER THE COUNTER PERMITTING 1'�� (Front of Appli tion Only)
Reroofs if shingles Sewers Service Upgrades A/ Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..ne ds ROW �
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NOTIC� O� DE�D Rf��"T�iCTIOPJ�: The undersigned und�rstands that this permit may be subject to"deed" restrictior�s"
which may be rr►ore resteictiv�thar� County regulatians. The und�rsigned assumes responsibility for compliance vtrith any
applicable deed restrictions.
PJ�lL�CiENS�� CC1ft9TR��7��� A�I� CC1P1Y���'Q� l���i�Ol��1��L1�'flL��: If the owner has hired a contractor or
contractors to undertake work, they may be required fo be fieensed in accordance rnrith state and local reguEations. !f the
contrackor is not licensed as required by law, bo#h the ovuner and contractor may be cited for a misdemeanor violation
under state 1aw. tf the awner ar ir�tended contractor are uncertain as to �nrFtat Ficensing requirements may appty far the
intended work, they are advised fo contact the Pasco County �uilding Inspection Division—Licensing Sec#ion at 727-847-
800�. Furtherrnore, if the ov�rner has hired a contractar or cantractors, he is advised to have the contractor(s) sign
portions of the "contractar Block" of this appficatian for vvhich they wili be responsit�le. tf you, as #he owner sign as the
contraetor, that may be an +ndication that he is not properly licensed and is ►�of entitled to permitting privileges in Pasco
County.
T�NS�O�,�'�Y9�R9 ��F"AC�'l�➢TOLVy'YCE� I�fl�l�►C'Y�,�� �f����9��� I��IC�i/��Y��f�S: 1"he undersigned understands
thaf Transporta#ion Impact �e�s and Recou�se Recovery F�es may appiy to Ehe constructian of new bu'sidings, change of
use in existing buildings, or expansion of existing buildings, as specified in I'asco County C7rdinance number 89-07 and
90-07, as amended. The undersigned aisa understands, that such fees, as may be dus, vuill be identified at the time of
permitting. I# is further understaod tha# TransporEation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project d�es not involv� a certificate of occupancy or
finai power re{ease, the fees must be paid priar to permit issuance. Furthermore, if F'asco County VI/aterlSewer 4mpact
fees ar� du�, they must be paid prior to permit issuance in accordance with applicable F'asca Coun#y ordinances.
G�P1�T�ttJCT101� 1.1��5 !.�►1fi!{Ch��nt+�rr Y'�3, �I�Pida��a���t��, �� �rn�n+��e�}: lf valuation of work is$2,50QA0 or more, 1
certify that I, the applicant, have been provid�d vvith a copy of the "Florida Construction Lien Law—Homeowner`s
Pratection Guide" prepar�d by the Florida Department af Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", 1 certify#hat 1 have obtained a copy of#he above described document and promise irt good faifh ta
deliver it to the"owner" prior to commencement.
��3�T�l�iCTt��'SJt��lf���'� t�(��1�►k�►l���: I certify that all the informafion in fhis application is accurate and fhat a#I v�rork
will be done in compliance with all applicable la�rs regulating construction, zoning and land develapment. Applicakian is
hereby made to obtain a permit to do vuork and installation as indicated. 1 certi€y that na vuork or installatian has
commenced prior #o issuance of a permit and that all work will be performed to meet sfandards of afi larrvs regu(ating
const�uc�ion, Counky and City codes, zoning regulations, and land development regulations in the jurisdictian. I also
certify thaf 1 unders#and tF�at the regulations of other gavernm�nt agencies may apply ta fhe infended v+rark, and that it is
rrty responsibility ta identify what actions I must 4ake fo be in compliance. Such agencies include but are not limited to:
- Department of Enviranmental Protection-Gypress Bayheads, 11Vet1artd Areas and Environmentally Sensitive
Lends�`'UVaterNVas#ewater Treafinenf.
- �outhwest� ��,lorida Vlfater fVlanagement District-We!!s, Cypcess Bayheads, Wetland fireas, Altering
Watercourses.
- Army Corps af Engineers-Seawalls, Docks, iVavigable Waten+vays.
- C7epartment of Health � Rehabilitative ServiceslEnvironmer��al Heafth Unit-V1lelEs, 1�lasfewater Trea#tnent,
Septic Tanks.
- US Environmental Pra��c�ion Agency-Asbestos abatement.
- Federal Aviation Authority-Runuvays.
1 understand that the follov�ring res4rictions apply ta the use of fill:
- Use of fill is not a8or�reci in Flood Zone"V"unless expressly permitted.
- If fhe �II material is to be used in Flood �one "A", it is understood that a drainage plan addressing a
"compensating vaiume" wfiil be submitted at time of permiffing uvhich is prepared by a professional engineer
licensed by the Sta�e of Florida.
- If ihe fill ma#erial is to be used in Flood Zone °A" in cannecEian wtith a permitted bui4ding using stem wrall
construction, I certify 4ha#fill will be used only to fitl ti�e area�vifhin the stem wa11,
- !f frl! material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. ff use of frll is found to adversely affect adjacer�f properties, the awner rnay be cited for vio4atinc�
the conditions of the building permit issued under the attached permit application, for Iots less than one (1)
acre w�hich are elevated by fill, an engineered drainage plan is required.
If I am khe d�GE�IY FO��'Fi� OliilN�f�, I promise in good faith to infarm #he owner of the permitting condi#ions set farth in
this affidavit prior to commencing construction. I understand that a separate permit may be required far electrical work,
plumbing, signs, wrells, pools, air conditioning, gas, or other installations not specificafly inciudec3 in the apptication. A
permit issued shall be construed to be a license ta proceed vuith khe work and nat as authority to violafie, cancel, alter, or
set aside any provisions of the technicai �ocfes, nor shall issuance of a permit prevent fhe Building Official from thereafter
requiring a cr�rrectian of errors in plans, canstruction or violations of any codes. �very permit issued shall became invalid
unless #he work autharized by such permit is commenced u�ithin six manths of permit issuance, or if wark authorized by
the permit is suspended or abandoned for a periad of six(6) monfhs after the time the work is commenced. An ext�nsion
may be requested, in writing, from the 8ui}ding Gfficia! for a period not to exceed nineky (90) days and will demonstrate
justifiable cause for the exfension. If work ceases for ninefy(90)consecutive days, �he job is cansidered abandoned.
tfU.��NIP9ty 'fC} �iiitR4��t: YOt.1R �A��UR� 7� ��GC9�C9 � ��`�'1�� �� �O�i�i�A1C(Efi�I�i�tIT il��lf �tS�Sl9�.Y l�l '�'�}lJ�
�'AYINCC� '�VUICfE �'C2F� II►��f��VfEi�liEf�Y� YO VOtl�F� I�ff�q3p�RYl(. I�YOII �PIY��ID�'O O��'AIW FIPII�iP1CIP1(3, (COi��IU�.T
!lVt�F4�d Y�i�Ft�Et�C����iR fiIIV�i 1f�t��Y�I��i��� ���Q�'3�1�IK�Y�t1f�ft90"CIC�fJIF C �ii6l�lEY�C��d�1�1�.
FLORIDA JURAT(F.S. 1 7.03) � ;
47UV�tER OR�GEi�T� �� G4ft1'F�tACTClP� �"`"
Subsc�ibed and sworn to( afflrmed)before me this Subscribed and sworn o(or affirmed)before me this
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Who islar�rers°onally know�me or hasltiave produced Who lstar ersonally kn�+o u�rr�e or haslhave produced
as Identificatlon. `'°"'°` as identification.
�I,4e/�G �����"" _� Notary Public r Notary Public
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Commissfon No. Commission IVo.
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ame of Not ry ,.,. Name of Notary typ ,`printed or stamped
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••.°,'�of'�;;o�;.�, EXPIRES February 18,2018 ';;�o`:�
�.,'�aFfl;g?•' EXPlRES Pebruary 18.2Q18
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� PermitNo. Parcel DNo 3 �# —� a —a 1 � �V(�--��WU�Vs7�
NOTICE OF COMME CEMENnT
Slate of �/�(�f O Ga Count of f Q.S G C�
THE UNDERSIGNED hereby gives notice lhat improvement will be made to certai real propeAy,and In accordance with Chapter 713,Florida Stalutes,
the following in(ormation is provided in this Notice of Cammencement:
1, Descriptlon of Praperty; Parcel Identffication No. -a.J- '�v 0 - � L� - �S�7 U
• SlreelAddress: Cos e 1� �Z D 1/ ZY —L � .335��
2. General Description of Improvement CS�LC S
� 3. Owner Infortnation or Lessee Infortnalion if lhe Lessee cantracted for the improvemenl: U rl
I��/'SC � • -
� 3`7 Lo S � �a a d� ��,o�.c,!` ti i 1�S _�C� 33�4 �
Address City State
I Inlerestin PropeAy: � � ' � �
� Name of Fee Simple Titleholder. m p� ��� �
(I/different from Owner lisled aboveJ \t1�9 � m ��
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Address ily Slate �m� ,���• � ��
4. ConUactor. �j m p~j �/ � c@ .\ �
I Name �m N o �q
� ^ m
A d dress City Slale m v � � LL
ConVactors Telephone No. ' °` �
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5. Surery: 3►+ � r� c.�^+
-1 y '� a ��'�^�' . ��
Name �
om� � � �
Address City State ��� �
Amount oBand: 3 Telephone Nor � � ��� ' e � �
6. Lender. A �
Name �
x
I Address City Slale
lenders Telephcn::No. _
7. Persons wiihin the State af Florida des(gnated by the owner upon hom notices or ather dowments may be served as prov(ded by
� Section 773.13(1)(a)(7),Florida Stalutes:
Name
m� Q �. W Y
O\r z V �'
Address Cily Slate • �(\�D N o � W LL � w J
Tetephone Number of Designated Person: x N o � (� � U' = J U
8. In addition to himself,the owner designetes o{_ ��M � � U O J N � _
r Q
to recelve a copy of�he Lienofs Notice as prov(ded in Section 713.13(1)(b),Flarida Slatutes. /��,�,� �' � Q � w � W
Teiephone Number ol Person or Entity Designaled by Owner: wN o o � = z J � �
9. E�iration date of Nolice of Commencement(lhe expiration date may n t be before lhe completlon of wnstructfon and final paymenl to the �w3 N } � ~ � Q
o F- L�- 0'- U
contredor,but will be one year Gom lhe dale of recording unless a diHere 1 date is spedfied): �M� � = p � �
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER A ER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ^� = F- 1- U �
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 71 , PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN wp � Q � d w O
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YO R PROPERTY. A NOTICE OF COMMENCEMENT MUST BE +�w () Q O � p
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST I SPECTION. IF YOU IN7END TO OBTAIN FINANCING,CONSULT I�M o = U (,7 L
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING W RK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 3 H- J
•N�f y � �- � m `c
, Under penalty of perjury,I dedare Ihal I have read the foregoing nolice o commencement and/ the facts stated lherein are We lo Ihe hest w � � LL W � � O J
of my knowledge and belief.
� 57ATE OF FLORIDA b � � � Ll.. � Q W
COUNTY OF PASCO � "', � q O �. 0 z
' Signature ner or Lessee,or Owners or Lessee's Authorized � U U LL` S �
OKcerlDirec oNPartner/Manager � � � � �
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Signato s ille/OKce � � LLI J W �
ry � � �
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The loregoing inslrument�as acknowiedged before me this day of �f�'� ,20�_,�,by (�t�Q LQrJ -�o-r�n h n e� � � � O � � m
�n .a( S �.rcC��as (type otautho ,e.g.,officer,Wstee,attomey in fad)for
(name of paAy on behatf of whom instrurPent was execuled).
Personally Known�]OR Praduced IdenUfication❑ Nolary Sign ure J�rryri�
Type of Idenlificatian Produced Name(Print) �Q.Y)l��l�/ f ���/e 5
+'�M��u
r '�, NANCY J BROOKS �
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, D=SCLO STATS�NT FOR OWNSR
� ' , � CITY OF ZSP LL3' HIIII,DING DBPARTI�P7'P _
� _, ��� �1. IL l�/�C�� have read and fv.T.ly nnderstaad and
agree to t�ie provisions of this ' trument. �
The uadersigaed atates aad affirme that he or she is deaizans of acsnstructing,
renavatiag, adding to or reroofiag his or her ovra domicile, that he or ahe
actually occupies, or will occupy y sa:i.d domicile,- aad same is not fos
rent, lease or sal.e. That he or s shall comply av3.th the following conda.tions:
- I. That the ownes and he or she one shall act as the bnilder for a17. phases of
coastruction.. � ''
2. Tl�a,t th.e awaer mill comply �vi. all provisions of the City of Zephyrhills
ordiaaaces aad'codes pertiaeat to th� bnildiag.
3. That ia the eveat variovts phas � of constsuction are subcoatsacted, he miil
eagage only psdperly licensed nbcoatractors aad ov3.11 parsonally supervise
such ovork.
4. That i.a the eveat the Buildias Inspector shall require aonecticas to be made,
the owaer v�ra.11 assume fu11 res onsibility to insnre they, are made, and upon
completioa w:ill call fox� a re ection before proceed:i.ag with the buildj.�g.
5. That the owner sha1Z assume 1 responsibility for the constrncta.on �and wi].I
aot expect supervision of his rk from the City of �ephyrhills Bnildiag
Departmeat_
, 6. That prior to fistal inspectio aay additioaal fees, inclnding reinspection
�eea, must be pa3d ia fu7.1. vrrittea reqaest from this otfice sha17.
conBtitute an official notice o pay additional fees.
7. That the owaer shall comp].y wi all City,� State and Federal lav�s ia regard ta
social security, vrcrkm�a.'s c easatioa, lien lavvs, etc., where applicabl.e.
8. That the ovQaer sha3.1 comp�.y all. the sa£ety codes, iasued by the Florida
Indnstrial Commission.
9. 3tate law requires canstructi ta be done by liceased coatractors. You ha�e
' applied for a perm:it under an exemption to t;hat law. The exemptioa allowa
you, as the owner of yaur pr ty; to act as yonr own contsactor vaith certain
restsictions even though you. aot have a Iicense. You must pravide direct
oasite supervision of the co tion yourself. You may build or i.mprove a
one-family or two-family resi c.�ce or a farm outbuilding. Yau may alsc build
or i.mprave a cammercial build' q, prrnrided your costs do aot exceed $25,0�0. ,
The buildiag or reaideace mns be Eor your owa use or occupaacy. Tt may aot
be built or substantially imp ved for sale or lease. z£ you se11 or lease a
.bua.lding you have built or s staatially improved .yourself withia l. year after
the coastruction is coiaplete, the I.aov ovill pres�e that you built or
snbstaatially improved if £or eale or lease, which is a violatioa of thi.s
exemgti.on._ You may aot hire lmliceased person to act as yons contractor or
to supervise people vPOrking your building. It is your respoasi.bility to
make sore that people employ by you have licenses s�t77red by state law aad �
by aowaty or muaicipal ].icens' g Or�'�*!a*��=@8. You may not delegate the
responsibility for supexvisin work to a licensed con.tractor who is aot
licensed to perform the mork eing done. � Aay pexsaa working on you� buildiag
who is net licensed must work under yonr direct supesvisioa aad muat be
employed by you, which meaas t yon must dednct F.I.C_A_ and withholdiag tax �I
and provi.de warkers' co�peasa "on far that employee, a11 as prescsibed by la�_ �
Yaur constxuction must comply �rith aZl applicable Iaws, ordiaances, bn.i.Id:i.ag
codes, and zani.ag regal.ati.ona
. OW1r3S8'S SIGNATIIR$ � � D8T$ �-�-�� �
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HEADERS SPAN JACK
ALL CONNECTORS AND FASTENERS IN 9P BEARING WALL SIZE 'W' STUDS I HEREBYCERTIFY THAT!HAVE REVIEWED
CONTACT W/TREATED WOOD SHALL BE ZINC SUPPORTING THIS PLAN AND FOUND IT TO BF.IN
EXISTING CARPORT ROOF COATED GALVANIZED STEEL OR SIMPSON CDMP. PANEL ROOF (2) 2"x4" 4'-4" 1 (EXISTING1003 W CE 7-1 THE FLORIDACTION
BUR£ 'ZMAX' (2) 2"x6" 6'-4" 1 BUILDIG ODE 201 OF FLORI
(2) 2"xB" 8'-0" 1
(2) 2"xlO" 9'-6" 2
(2) 2"x12" 11'-6" 2
DBL. HEADERS W//" PLWD. SPACER, GLUED &
DWELLING/GARAGE SEPARATION NAILED W/16d NAILS ® 24" O.C. (2 ROWS
GARAGES SHALL BE SEPARATED FROM THE STAGGERED) (I
EXIST. HOST WALL ADJACENT DWELLING UNIT WALLS BY J¢" GWB
PER R302.6. PRODUCT APPROVAL CODE CHART
ALL OPENINGS SHALL BE EQUIPPED WITH STRUCTURAL COMPONENTS CLADDING ROOFlNG
(2" MIN. SOLID-CORE WOOD 3 STEEL DOORS SIMPSON SP1 SP2 FL10456 VINYL SIDING FL12231.3 COMPOSITE PANELS FL2291
REMOVE SIDING & APPLY (20 MIN. FIRE RATING) PER R302.5.1
SIMPSON DSP FL10456 RISER PANS FL1779
DRYWALL TO HOST WALL
EXISTING FLOOR FRAMING SIMPSON SPH FL10456
SIMPSON ABU/ABW FL10849
SIMPSON LSTA/MSTA FL10852
PROFESSIONAL ENGINEER SEAL
CONC. SLAB-j
® 16" O.C. WALL PANELS (PLYWOOD) NAILING NOTE: ENGINEER OF RECORD:
W/2X4 P.T. BASE PLATE & "
DRYWALL OVER TYVEK & NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN David W. Smith P.E.
SHEATHING FIELD. ROWS OF NAILS SHALL BE 4" MIN. FROM FLORIDA LICENSE NUMBER:53608
PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP
HOST CONNECTION DETAIL BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED
PER MFG.'S SPECIFICATIONS. Thomas L. Hanson P.E.
/r 2X S.Y.P. HEADER w/1/2" PLYWD. SPACER FLORIDA LICENSE NUMBER:38654
2X STUDS O 16" O.C. FASTEN SEE HEADER SPAN TABLE
W/SIMPSON PLATE TIES AS REQ'D. ALUM PAN ROOF
Mark Ronald Dunn,Jr. P.E.
2X CRIPPLE STUDS ® 16" O.C. FLORIDA LICENSE NUMBER:73968
OPTIONAL GARAGE DOOR Joel Falardeau P.E.
OPENER
FLORIDA LICENSE NUMBER:70667
DOOR TRACKS TO HANGERS W/
1/4" DIA x1" BOLTS, NUTS & WASHERS
DBL 2x FBC Plans &Engineering
TOP PLAT Services, Inc.
ATTACH DOOR TRACK TO 2X 6272 Abbott Station Drive Unit 101
SMB PER SITE SPECIFIC PLAN Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
SIMPSON LSTA STRAPS OR EQUIV. DBL. 2X WOOD Website:www.fbcplans.com
AT THESE LOCATIONS HEADER W/j" OSB, C.O.A.-#29054
PER CHART 2X4 SYP JAMB. ATTACH
BRACKET W/(3) "X1j" WOOD DRAWN BY: W.P.
LAG SCREW
2X JACK STUDS PER TABLE REVISION: DATE:
ALL GARAGE DOOR HARDWARE TO BE RO1
INSTALLED PER MFGRS SPECIFICATIONS
ATTACH JACK TO CONT. STUD RO 2
W/16d NAILS ® 24" O.C.
1/2" CDX OR OSB RO 3
STRUCTURAL SHEATHING
FASTEN PER NOTE RO 4
ATTACH TRACK BRACKET TO 2X4 SYP PROJECT ADDRESS:
JAMB W/(1) g"X1g" WOOD LAG SCREW
PER BRACKET DOUGLAS FORSCHNER
37652 NEW HORIZONS BLVD.
ZEPHYRHILLS, FL.
GRADE
2X4 P.T. BASE PLATE OVERHEAD DOOR FRAMING CONTRACTOR:
"0 WEDGE ANCHORS W/STANDARD OWNER
WASHERS, 12" FROM CORNERS, 6" SIMPSON DSP, SPH OR EQUIV.
FROM OPENINGS AND 24" O.C. AT EACH SIDE OF OPENINGS
W/4 " MIN. EMBEDMENT TYP. APPLIED PER MFGRS SPECS OVERHEAD DOOR
WOOD WALL FRAMING
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND SECTION
HEADERS SPAN JACK 1003(EXISTING BLDG.)OF THE FLORIDA
0 BEARING WALL SIZE 'W' STUDS BUILDING CODE 2010
SUPPORTING 2 2'x4 4'-4" 1
COMP. PANEL ROOF
2 2"x6" 6'-4" 1
(2) 2"x8" 8'-0" 1
(2) 2"xlO" 9'-6" 2
(2) 2"x12" 11'-6' 2
(2)B�"X.125" ANGLES 0 END DBL. HEADERS W/}" PLWD. SPACER, GLUED &
OFNAILED W/16d NAILS ® 24" O.C. (2 ROWS
STAGGERED)
ATTACH ANGLE TO SMB
W/#10XJ" SMS, 1 SCREW PER : PRODUCT APPROVAL CODE CHART
H INCH OF BEAM HEIGHT • R STRUCTURAL COMPONENTS CLADDING ROOFING
L-- 4%14D?&PAO SIMPSON SP1/SP2 FL10456 VINYL SIDING FL12231.3 COMPOSITE PANELS FL2291 /I
2X8 SMB CARRIER BEAM ALL CONNECTORS AND FASTENERS IN CONTACT SIMPSON H10A FL11478 RISER PANS FL1779
& 2X6 SMB PURUNS ATTACH ANGLE FLANGE TO �e W REATED WOOD SHALL BE ZINC COATED SIMPSON DSP FL10456
STRUCTURAL FRAMING MEMBER /T
(WOOD WALL STUD OR BLOCKING) GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SPH FL1D456
W "X2" LAG SCREWS, 1 SCREW FAST I{P�IRLIN TO CARRIERS W SIMPSON ABU/ABW FL70849
�i 2 1 8x2 REC. CHANNEL W 4'
PER INCH OF BEAM HEIGHT TEK 3/4"o.ç [51)SCREW P10x3 INC of SIMPSON LSTMTA FL10652 PROFESSIONAL ENGINEER SEAL
BEAM HEIGHT H.] SIMPSON CS16 FL10852
S.M.B. TO WALL 0 ALTERNATE CONNECTION: (1) FASTEN RECEMNG CHANNELS TO SMB
CONNECTION 0 1 .,zs" INTERNAL 'U' CARRIER
AND NUTS.CORROSION 16' RESISTANT RESIST NT WALL PANELS (PLYWOOD) NAILING NOTE: ENGINEER OF RECORD:
CHANNEL
NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. IN David W. Smith P.E.
FIELD. ROWS OF NAILS SHALL BE J" MIN. FROM FLORIDA LICENSE NUMBER:53608
PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP
BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED
PER MFG.'S SPECIFICATIONS. Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
NOTE: VINYL SIDING MUST BE INSTALLED
OVER A MINIMUM 7/16" Mark Ronald Dunn,Jr. P.E.
WOOD STRUCTURAL PANEL SHEATHING
EXIST. 3"X12" ALUM. RISER PAN ROOF, FASTEN 12 (PLYWOOD OR OSB) WITH AN APPROVED FLORIDA LICENSE NUMBER:73968
TO DBL. TOP PLATE W 10X J" TECH SCREWS 1/2 WEATHER RESISTIVE BARRIER PLACED
W/NEOP. WASHERS, 3 PER PAN 0 BOTH ENDS UNDER THE SIDING.
AND 8" O.C. AT RAKE Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
DBL 2"X4" TOP PLATE (ONLY NON-TREATED
WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE
2X4 CRIPPLES ® 16" O.C. IMPERVIOUS MOISTURE BARRIER) FBC Plans &Engineering
DBL 2X HDR. W/1/2" CDX
DBL. 2X HEADER W/4" PLYWD. SPACER OVER Services, Inc.
PER TABLE WINDOWS/DOORS. SEE HEADER TABLE 6272 Abbott Station Drive Unit 101
9 2X4 BLOCKING FOR PANEL SPLICE Zephyrhills,0.33542
INSTALL WINDOWS PER MANUF. 1 WHERE WALL HT. EXCEEDS PANEL LENGTH Phone:(813)788-5314
INSTALLATION INSTRUCTIONS j I Fax:1-(866)-824-7894
I I Website:www.fbcplans.com
SIMPSON LSTA OR EQUIV. AT SHEATHING SHALL OVERLAP BOTTOM AND TOP SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED C.O.A.-#29054
THIS LOCATION PLATES, SEE NAILING NOTE ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS
WHEN SHEATHING PANELS ARE CONTINUOUS (8'-0" OR DRAWN BY: W.P.
CDX PLWD. & VAPOR BARRIER, FINISH W/ UNDER) AND NAILED PER PANEL NAILING NOTE.
2X4 JACK, SEE TABLE VINYL SIDING
ATTACH JACK TO CONT. STUD ADD SP2/SP1 AT LL STUDS WHERE WALL HEIGHT REVISION: DATE:
W/16d NAILS ® 24" O.C. 2"X4" WOOD STUDS ® 16" O.C. EXCEEDS 8'-0" OR WHERE SHEATHING PANELS ARE
JOINED. RO 1
INSTALL WINDOWS/DOORS IN 2X4 P.T. BASE PLATE
OPENING PER MANUF. RO 2
INSTALLATION INSTRUCTIONS }"O WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM
CORNERS, 6" FROM OPENINGS AND 24" O.C. RO 3
W/4" MIN. EMBEDMENT & 1 " MIN. EDGE DISTANCE TYP. EXISTING 4" SLAB
SIMPSON DSP * WOOD SIDING, SHEATHING, AND WALL FRAMING RO 4
OR EQUIV. ON THE EXTERIOR OF A BUILDING HAVING A
GRADE CLEARANCE OF LESS THAN 6" FROM THE PROJECT ADDRESS:
GROUND OR LESS THAN 2" MEASURED VERTICALLY
CONC. BELOW �j/ :: 1.:i / / FROM CONCRETE STEPS, PORCH SLABS. AND
GRADE PER R403.1 ��� ;.,. .. ������ �
SIMILAR HORIZONTAL SURFACES EXPOSED TO DOUGLAS FORSCHNER
FRAMING FOR OPENINGS �i� \� //�\/ /� THE WEATHER SHALL BE PRESERVATIVE TREATED AS PER R317.1 37652 NEW HORIZONS BLVD.
WITH HEADER �� .' ZEPHYRHILLS, FL.
12" INSTALL FOOTER UNDER EXIST. SLAB BY
FOOTING WIDTH & DEPTH SIZE AS PER R403.1 & B1809.4. EXCAVATING MIN. 12" BELOW & 12" IN, CONTRACTOR:
ADD (2) #5 REBAR ON 3" HIGH CHAIRS.
WALL SECTION/DETAILS FOR MAX. BONDING CLEAN UNDERSIDE OF
SLAB PRIOR TO POURING & ADJUST SLUMP OWNER
FOR MINIMUM SHRINKAGE.
2500 PSI CONCRETE (OR 3000 PSI MIN.
FIBERMESH) WOOD WALL FRAMING
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND SECTION
1003(EXISTING BLDG.)OF THE FLORIDA
BUILDING CODE 2010
__ ___ ___ ___J .
® ® B PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD:
EXIST. SHED
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
34'-0" k10'-0" $'-o" Thomas L. Hanson P.E.
52'-O"
FLORIDA LICENSE NUMBER:38654
NEW WALLS-2"X4"6" .C Mark Ronald Dunn,Jr. P.E.
STUDS � 16" O.C. SIDE ELEVATION J
SCALE: 1/8 - 1'-0• FLORIDA LICENSE NUMBER:73968
FINISHED WITH VINYL
SIDING
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
FBC Plans&Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
EXISTING RISER PAN C.O.A.-#29054
ROOF
DRAWN BY: W.P.
DATE:1/7/15
REVISION: DATE:
RO 1
RO 2
MOBILE HOME o
0O 00 RO3
8'X7' OHD R04
PROJECT ADDRESS:
I DOUGLAS FORSCHNER
13'-0" I 37652 NEW HORIZONS BLVD.
ZEPHYRHILLS, FL.
FRONT ELEVATION CONTRACTOR:
SCALE: 1/8' - 1'-0'
OWNER
PLAN/ELEVS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND SECTION
1003(EXISTING BLDG.)OF THE FLORIDA
BUILDING CODE 2010
EGRESS 13'-O"
O
M. BEDRM M. BATH EXIST. SHED 00
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
BATH �I NI o
V) xl
of n1 Thomas L. Hanson P.E.
N I I FLORIDA LICENSE NUMBER:38654
36X80 I I NEW SHED EX.
BEDRM CONCRETE
Mark Ronald Dunn,Jr. P.E.
1j" MIN. SOLID-CORE WOOD I j-j FLORIDA LICENSE NUMBER:73968
O OR STEEL DOORS (20 MIN. I NI
1 FIRE RATING) PER R302.5.1 XI
(O
Mi Joel Falardeau P.E.
HALL I o FLORIDA LICENSE NUMBER:70667
In -I FBC Plans&Engineering
MOBILE HOME \ �IzlI x1
U, ; I Services, Inc.
to U I 0: I 6272 Abbott Station Drive Unit 101
J x!.1K I 00 Zephyrhills,fl.33542
DINING Q NIO% Phone:(813)788-5314
I O
Fax:1-(866)-824-7894
__2X8 M_B
ch I Website:www.fbcplans.com
L. RM. Ni M C.O.A.-#29054
O ><U
01 DRAWN BY: W.P.
I I I
I 00 DATE:1/7/15
PROP. i GARAGE e
EX. CONC. REVISION: DATE:
2X8ISMB 2"X4"
2X4 STUD
-----'- TT------I WALLS RO 1
L..-j--
----- -r --� I RO2
EXIST. KITCHEN I 1 R03
0
EGRESS
22'-0" 8' PRO�7' OHD ; °' RO4
ECT ADDRESS:
I 1 J
f i I
DOUGLAS FORSCHNER
37652 NEW HORIZONS BLVD.
13'-0" 12"X12" ZEPHYRHILLS, FL.
FOOTING
EX. DRIVEWAY
FLOOR PLAN CONTRACTOR:
SCALE; t/a• - r—o•
OWNER
PLAN/ELEVS
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10 AND SECTION
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. 1003(EXISTING BLDG.)OF THE FLORIDA
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 BUILDING CODE 201
____ 97L& <'
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
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 ^f �[
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 GARAGE ADDITION
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS.
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS PROFESSIONAL ENGINEER SEAL
WATER REDUCING AGENT-ASTM C 494. G-185. DESIGN DATA:
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH ENGINEER OF RECORD:
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185L UNLESS NOTED OTHER WISE. 2. RISK CATEGORY: Ii David W. Smith P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 3. WIND EXPOSURE: B
CONCRETE INSTITUTEWITHOT L STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 4. WIND LOADS: 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, ZONE 5: 21.8/-29.10 PSF
11.IF CONCRETE
UTILIZING EXISTING E CONCRETE FOR 4"IN THICKNESS,
ATION,
ASCE 7-10-10 SOLID ROOF(MWFRS): 23 PSF Thomas L. Hanson P.E.
CONCRETE SHALL A MINIMUM L X E THICKNESS, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B
VISIBLY FREE OF ANY STRUCTURAL EXCESSWE CRACKING,
SPALLING OR OTHER DETERIORATION. ASTM C94 5. 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH OVER FLORIDA LICENSE NUMBER:38654
ASTM C150 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL
B.MASONRY: ASTM C33 EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE
ASTM C260 PROPOSED STRUCTURE. Mark Ronald Dunn,Jr. P.E.
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD
ASTM C494
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 6. SCREEN ROOF TYPE:: N A
TYPE M OR S MORTAR. ASTM A185 7. SOLID ROOF TYPE: EXISTING 3"X12"ALUM.PANS,FL 1779 OR EQUIV. FLORIDA LICENSE NUMBER:73968
2,ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23)
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE W/2013 SUPPLEMENTS.
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2005 ALUMINUM DESIGN MANUAL Joel Falardeau P.E.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
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
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1. TYP--TYPICAL g g
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2. SIN--SIMILAR ALUMINUM STRUCTURAL MEMBERS Services,Inc.
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Zephyrhills,fl.33542
0.024"SHALL APPLY. 5. VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2' x 0.044„
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Phone:(813)788-5314
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE Fax:1-(866)-824-7894
1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" Website:www.fbcplans.com
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 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: W.P.
INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN CONDITIONS. OPEN BACK SECTIONS DATE:1/7/15
&CHAPTER 20 ALUMINUM). 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"X 2"x 0.040"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE:
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1 x 3: 1' x 3"x 0.045"
SEPARATION. CONTRACTOR.
5. MEMBERS SHALL BE NO 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1
THAN ALUMINUM#1 SMS 6"FROM THE ENDS AND STITCHED ON WITHCE NO LESS IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
MANUFACTURER. 2 x 2 Sna 2 x 2"x 0.045" RO 2
USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A Snap
2 x 3 Snap:---------------------------------2"x 3"x 0.050" RO 3 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND RO 4
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"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUTA MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" DOUGLAS FORSCHNER
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" 37652 NEW HORIZONS BLVD.
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED ZEPHYRHILLS, FL.
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224'
FLAT WASHERS AND NUTS. 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,FIU.TI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR:
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4101.17 IN ITS ENTIRETY.
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 OWNER
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
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