HomeMy WebLinkAbout16-17284 CITY OF ZEPHYRHILLS
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5335-8TH STREET " -
(8i3)�so-oo20 ��284
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17284 Address: 37639 COREY LEWIS AVE
� Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
� Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
' Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0180-00000-3220
Improv. Cost: 29,287.69 OWNER INFORMATION
Date Issued: 4/27/2016 Name: WILLIAMS ROBERT L & BARBARA LIVI
Total Fees: 277.50 Address: 38402 CALLAWAY BLVD
Arnount Paid: 277.50 DADE CITY FL 33525-0844
� Date Paid: 4/27/2016 Phone: 352-206-7499
Work Desc: 662 SHED, SCRN RM, CARPORT , SIDEWALKS, DW & STEPS
CONTRACTOR S APPLICATION FEES
B & H CONSTRUCTION OF CENTRAL FL BUILDING FEE 277.50
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Ins ections Re uired
FOOTER 2ND ROUGH P UMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
, ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,wrhichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CO TRACTO IGNATURE PERMIT OFFI R
PERMIT EXPIRES IN fi MONTHS WITHOUT APPROVED INSPECTIOIV
CALL FOR IIVSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��� �����
Date Received: ��/�—�,6
Site: �/�v"/ ��'� 6�Gf�/.�
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Permit Type: 7L}""CC��f o��� �
� Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
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This comment she� all be kept with the pernut and/or plans.
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Kal m Sw' —Plans Examiner Date Contractor an or Homeo er
(Required when comments are present)
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Verification pursuaat to Scction 92.�2�,Florida Statuics.Under penaltics of periurv,;dcc!..re th'at 1 ha��e read the foregaing and that
:hc ihcts s:atcd in it are truc to the best of my 4no�vlcdge 2ud belir.F.
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_.��H:iG�;.,t PATRICIAS REW Sir,^.:;wrc��`�:+��:•.;���._. .Q.�. ,,.,�,.
Commission�'FF 145307
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 , ._
Building Department -
Date Received � �^. phone Contact for Permittin — /`����)
Owners Name �IIIa171S, Robert L&Barbara J.,LIVIf1g TfUSt Owner Phone Number
Owners Address 38402 Callaway Blvd,Dade City,FL 33525 Owner Phone Number
Fee Simple Titlehoider Name Same Owner Phone Number
Fee Simple Titleholder Address Same
JOB ADDRESS 37639 Core Lewis Avenue,Zeph rhills,FL LOT# 322
SUBDIVISION Grand Horizons PARCEL ID# 34-25-21-0180-00000-3220
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEw coNs7R� ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
, PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK Shed,Screen Room,Carport,Sidewalk,Driveway&Steps
BUILDING SIZE SQ FOOTAGE 662 HEIGHT 9��O��
�BUILDING $�`��/ � VALUATION OF TOTAL CONSTRUCTION
/
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY /W.R.E.C.
i��f �� i
0 PLUMBING $ -���•' � ��(� ,�
v
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ' ��� � I
� 1 ����
QGAS Q ROOFING Q SPECIALTY Q OTHER � �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO �
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BUILDER � ��c�ANY B&H Construction of Central Florida, Inc.
SIGNATURE ,i;� REGISTERED Y/ N FEE CURREA Y/N
Address 4025 ris Bridge Road,Zephyrhllls,FL 33543 ucense# CBC057782
ELECTRICIAN COMPANY
I SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEECURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction,
Minimum ten(10j working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Pertnit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-0-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
I Sanitary Facilities&1 dumpster 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.
Directions:•
Fill out applicalion completely.
Owner&ConVactor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over 57500)
" Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized Ietter from owner authorivng same
OVER THE COUNTER PERMI771NG (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended conVactor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of �i
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"ce�tificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact ��
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. '�
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the °Florida Construction Lien Law—Homeowners '
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT• I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be perFormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment 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 but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WatedWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
I� Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
j - Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O COMMENCEMENT.
FLORIDA JURAT(F.S.117.03) j� �
OWNERORAGENT CONTRACTOR ' �
Subscribed and swom to(or affirmed)before me this Su rib nd S o to(o yi ned)before me this�
by VV�I����by ( �(�rC� l�G�b�
Who is/are personally known to me or has/have produced o i are personally kno to me has ave produced
as idenlificalion. as identification.
Notary Public l/C �\ /��,�,V Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of tq�, � '•fnt
=� �` Commission#FF 13G253
:�;;�Q;: Expires June II,2018
''�.�OF���+`� BondM Thru Troy Fein'nsurence 800385-70i0
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I Master 02-]6-15 7� � � 4025 Morris Bridge Raad .
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Phone:813-782-1064 Bay Homes -
,7 Fa�c 813-715-6585
' FREE ESTII��ATES � ��U TION �y�bhcon�°�o in�°m ESTIMATE
�f�'enth'stFlos�fda.Irlc.
**LICENSED *BONDED*INSURED* SKIRTING*STEPS*ROOM TIONS*AL * ONCRETE*LANDSCAPING**
Lot#: szz Client: Ba Homes-Williams Revision 1 � I T'
i y � Date: 3/22/16
Address: 37639 Corey Lewis Avenue,Ze hyrhills Coun : Pasco
Signature: GLASS ROOM WALLS
Signature: Walls + + + = o L/F x $o.00
Date Signed: R System Insulated _x_= o Sq.Ft. x $3.52 So.00
Date Signed: .oz4 rans Hand Railing L/F $24.01 $o.00
Fax to 813-715-6585 for engineering Step Railing , EA x $100.02 $o.00
Aluminum roofs include:Pans,Trim,Gutter,Downspouts,3x3 Posts&Flashing Maxi Railing 16 1.� x $31.54 $504.64
Shed/ScreenRoom za x �o x i = zao Sq.Ft. x $5.41 $i,sla.8o Maxi Step Railing z EA x $142.01 $zs4.o2
Ca�port sz x i6 x i = siz Sq.Ft. x $5.41 $2,759.92 Garage Door........... x EA x $1,475.00 $o.00
x x = o Sq.Ft. x $o.00 Garage Door Header x EA x $254.00 $o.00
x_x_= o Sq.Ft. x $o.00 Garage Door Opener _x_ _ EA x $350.00 $o.00
Valance............................ �z L/F x $7.19 $517.6s Garage Door w/Windows x EA x $o.00
Gutter on Home.................. 6z L/F x $7.94 �92.zs ALUMINUM TOTAL $11,9os.25
Beam Work � x $159.54 $�s9.s4 CONCRETE AND BRICK WORK
2x4 SM Beam..................... L/F x $6.38 $o.00 Shed 9 x �z = ios Sq.Ft. x $4.02 $434.16
2x6 SM Beam..................... L/F x $9.23 �o.00 Screen Room 15.6 x 9 =,ao.4 Sq.Ft. x $4.02 Ss6a.a1
2x7 SM Beam..................... L/F x $9.74 $o.00 Carport �s x so = aso Sq.Ft. x $4.02 $1,ao9.00
2x8 SM Beam..................... �oa L/F x $13.22 $i,427 76 x = o Sq.Ft. x $4.02 $o.00
2x9 SM Beam..................... L/F x $16.45 $o.00 Side Walk.............. s X 65 = 195 Sq.Ft. x $4.02 $783.90
2x10 SM Beam.................... L/F x $25.73 �o.00 Driveway............... �s x zs = sas Sq.Ft. x $4.02 $1,386.90
i Carport Gable Framing.......... _ x $107.35 $o.00 Driveway 6"Thick z� X 6 = 126 Sq.Ft. x $5J5 $724.50
SCREEN ROOM WALLS Driveway Flair......... x = o Sq.Ft. x $4.02 $o.00
Lap KP 9 + �s.e + + = za.6 L/F x $4733 $1,16a.32 Driveway Flair 6"Thick a x 4 = 16 Sq.Ft. x $5.75 $9z.0o
WindowReedy + + + = o L/F x $49.42 $o.00 Raised Utility.............. 1 1/2" i 4" x $36.62 $36.62
Screen Door.... .... .... i EA x $112.60 $1iz.6o Raised Patio(6 C Max)_x = o Sq.Ft. x $15.00 �o.00
Gable Fill one Side............... L/F x $25.92 $o.00 Over 6 Course Max x = o L/F x $4.93 $o.00
Fan Beam(not wired)............ EA x $83.71 $o.00 Footer 8x12 Reinforced.. .... 3o L/F x $7.30 $z19.00
Footer 12x12 Reinforced........... s6 L/F x $10.04 $361 44
UTILITY ROOM WALLS Brick Skirting Footer.................. i�3.s L/F x $5.92 $6n.s�
PT Walls 9 + �2 + s + = 3o L/F x $66.56 $1,996.so Vinyl Skirting Footer.................. EA x $7.75 So.00
Shed door i EA x $350.00 $350.00 1 Tread Step......................... e EA x $135.00 $slo.00
Single Window(Extra)24 x 27 � EA x $92.30 $92.30 4x4 Stoop(6 Course Max Height) z EA x $500.00 $1,000.00
Large Window......36 x 53 EA x $133.26 $o.00 Stoop over(6)Courses x = o L/F x $4.93 $o.00
Bug Shield......................... z�.6 L/F x $7.92 $zis.s9 Fill Dirt..................... .... e Loads x $265.00 $2,t2o.00
Double Shed Doors.............. EA $906.46 $o.00 Split Brick Air- L/F p Courses x $3.65 $o.00
Gable Walls + + + = o L/F x $70.37 $o.00 Split Brick Solid 136 L/F p v Courses x $4.25 $5,2oz.00
MISCELLANEOUS Pretreat.................................... ........... $150.00 S�so.00
' Vin 1 Skirtin L/F x $12.00 $o.00
Y g....................... $o.00
Stub Wall........................... LF x $10.00 $o.00 $o.00
Firewall.............................. EA x $1,000.00 $o.00 $o.00
2x7 Recessed Wood Deck $300.00 $soo.00 $o.00
$o.00 $o.00
$o.00 CONCRETE $16,366.44
$o.00 NOT'E: According to the FL ALUMINUM $11,905.25
So.00 Building Code,a crack is not PERMIT $1,016.00
$o.00 a structural problem until it TAX $0.00
$o.00 reaches 1/4"in width. TOTAL $29,287.69
$0.00
Ail workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 1.5%per month wi11 be accessed on all unpaid accounts in arrears.
ANNLJAL PERCENTAGE RATE of 18%plus attor ey's fees if necessary to collect. ESTIMATES ARE ONLY GOOD FOR 30 DAYS.
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M�rch,31;2015
Re.: ACtachnaent Iieam(l3ost Beamj Verification:
Tt��vi�om it tnay cnncern;
The abave liste�i )�tribsen m�m�factureE! home has t�etn constrvctecl vviil� a str�t1Gi'ura3 attacbme»t
beam,or"host bea7n".The host beam design.�nd the hume pians are t�oth a�proved in accorc�ance vuitli
the r�q��irements nf the ��ler�! Mart��facttar�d Nt�me Cnnstr�ttian z�nc1 �uf�{�, Stnndrrrr�s comme�nly
r�f�rred to as the "HUD Code". The d�sign of this host beam allaws an attachm�nt jtypically sheds, �,
carport.s, screens ruums, et�...J to be mad� directly tr� the in�luded structuf a] �neml�er in iieu �f the '
typically requir�il "fourti� �vail canstruction". Please refe�• t� khe serializ�d fl�q�• plata provided t�y
Jacohsen Nnmes tn verify the location of the host beam.
The attarhed manufactured horr�e plan is reyuired t�be set-u�or insta3led,on-sit�,in arcardanCe v✓�k,l�
the ja�obsen Homes"Set-L!p Manual"and iC's"Addendum".Please specifically ref�r Co pa�e SiJ-pi-UO{�F�,
' u�hiGh ir�tludes site requirements that rr��st he follotive+�in arder to attach a structure rc� the host k��a�n
��r�vided= This page atso has the maximurn sizes allo�veci for• any attac�tt�t� structure along with the
� re�uiretnenCs�ar perimeter i�locking alt�ng tlt�entire sie�ew�ll area whes-e rhe hosi beatn is insralted.
All site installed structures shall be designed by a Professiona] 6ngineer(f>E) regick3�red in tlte Stat�of
Fl�rida a��rs r�fJo��ecl hv t17e l.azal Atathrrrit3�Ht1YJ!)CJ fII17St�1�'CipJ1�LAN��.Tht? (�t'Sl�ll SI1��J C�ITI+)I}'t'V7L�1 i3)I
applicab)e sectinns of the F{t�rida,�3s�d�nrt Ct�rt�that is in effect c3uring the titne o{t.he c�?nstr��ction of
tfie adc�itio►�. Al1 uttrtch�n��rC desig��s and rvnstructtvn are f�y c�ther.s nnt Jncnt�ser� N�mes, ,�ny site
install�c3 structures sha)1 b�sub'ect to jermit.tin til�n revi�tiv an '�� . �
� 1 l �;.E , c�i�.#aeiti��n�,.)t�y the i.�;N].
if 1 can be c�t further assistance,�lease fec�1 fr�e to call nte at 72;-726-I138.
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Direcsor of'E.ngineerine
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b00 Paticard Court,Saiety Harbor,f4 38f95
i'e#eUhone:727-7�6�113g Kax;727-72fi-7p19
h2fiio�ai 500-843•�SS9 Iri Florida.80D 7.$2-5389
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March 31,20i i
R�.: Attachment Beam{liost Beam3 Verificatic►n:
T<��vhom it may concern;
� '['he ab«ve lisC�ed J�i:obsei� rnanufactured h�me has bee�r� ccinsCructecl w.ith a sta�.u�:tural altacl�ment
beam,�r"host beain".Th�e host beam desi�n an�i che hume plans are l�ath approved in acccardance witlt
the requii•en7ents nE rhe F�grnl t►�lartufasu rt ed HnmP Cn�rrstrt�ction �nr1 S�j'et�� Stri»drrrris commonly
referred tc� as the '�HUD Code". 'fhe design of this hosi beana allo�vs an aitachment jt�+picalJy shec�s,
' rUrport.c, screens ruoms, etc...J to be made dit'ectly tr� the in�ludet! stt•uctu�•al mernl�er ir, �ieu qf che
typically c•equired "fovrth tivall c�nstructian". Please refer tu ehe se�•iaf'sxed flnt�i• ��tat� p�•ovidcd t�y
Jacr�bsen Hnmes rci v�r�ify the location of the hosr.beam.
The arrac:hed manl�factizred harne plan is reyuired to b�set-up nr in�tal�ed,an-sit�:,in arcUrdance�vit}�
the ja�ohsen Hc�mes"Set-LJ}�Mat�uai"a�id it's"Addendum".Please speciiic�lly refer to page SU-t?1-UO��,
titi�hi�t� includes stte reyuirements that must be follat�ve� +n or�er to atrach a structure tG ti�c host t�earn
¢�rovidecl. This page also has the ma:cimarn sizes alloc�et3 f'or any afit�sched strurt.ure along with the
re�i�ir��nenCs E�or p�rimeter btacking al�7itg the entir��ide�vall area cvhere the ttosi heatn is insCalled.
�'1! ite ins al � �t • res hall be�3esi e•' �� •,i�c ' .
I s t le,d s ructu s gned by a Prc�fe,sional Engineer(} L) i��,i..t�.rec! in the 5fi�tc c�f
Fl�rida vr c�rs uNr�wed hv ths t,ocal Authcarity Hr�tlinq furisdiction(LANf�. Tllt:LjE51�,T1 SI1�iI� i�ijI;�}�h���riti� aN
appiica6)e,� sectinns of the �tt�ri� l3ri�trlrng C�rle thak is in effect d�.���in�;t�ie ti�t�e i7f th�cansh-ui:tio�� r�I
�he addition. �'�li uttrrchmerrt desig��s nnzl ic�nstructivn Ar�> by r�tfier.s, r�nt Jc�ci�l�sery I�in�r�es, 11ny site
' instail�c3 struct�ires shall bt?SubjeCt tc�j�t�rr�iittii3�.plan revie�v,and ins�aeciit�n(s�tjy 1he LAHJ.
If 1 can be of furthe�-assist�n+:e,please Eeel free to call tite at 727-726-1]38.
Sinccrely,
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Crzig 1'17ua4
C)irectar�S'�:nginecrine�
)liL^UbSt1I}'�t7X1tGS
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b00 patkard Court,SafeCy Narbor,Fl 34f95
Tefept+one;727-726�113� Kax:727-725-7p19
N�tionzl SUO-8A3•1559 In Florida.8�Q�282•5389
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usER:vubnc Vev
Regulation
Vroduct Aooroval Menu a Piotluct or Aoolication Search>Aoollmtlon Lis[a Appiiudon DeLll
:.V'::. J 2;::1�'.'.
i FL# FLSZ231-R2
__ �
Appllratlon Type Revision
Code Verslon 2014
Application Status Approved
Comments
Archived '
Product ManuFaUvrer Style Crest Inc.
Address/Phone/Email 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835
lewis.pope�styrlecrest.net
Authorized Slpnature Lewls Pope
lewis.pope�stylecrest.net
Technical Representetive Lewis Pope
Addrass/PhonBJEma11 G00 Hagerty Drive
Fremont,OH 434ZD
(419)333-5835
lewis.p ope�stylecrest n et
Quallty Assurance Representative Lewis Pope
Address/Phone/Email 600 Hagerty Dr
Fremont,OH 4342Q
tewis.pope�poly-fnam,com
Cabegory Panel Walis
Subptegory Siding
Compliance Method Evaluatlon Report hnm a Florlda Registered Ardiltect or a Licensed
Florida Professlonal Enpineer
� Evaluatlon Report-Hardrnpy Received
Florlda Enginee�or Archibect Name who develpped Erlc].Tompos P.E.
the Evaluatlon Report
Florida License PE-635x1
Quality As�rence Entlty Architectural Testlng,Ino
Quality Assvrance Contract Explratlon Date 12J31/2018
Validated By William R,Nelden III,P.E.
C Valldatlon ChedJlst-Hardcopy Received
CettlflCate oFIndependenpe FL12J_37 R2 COI EJT coI,odf
Referenced Standard and Year(of S�ndarci) y�ndab vear
ASiM D3679 20D9
Equlvalence of ProduG Standards
CertlFled By Florida ucensed Professional Engi�eer or Architect
FL12�37 R2 Eoufv Equl�talertce of Product Standards ST�illill-8
2015-OS-19 Sealed.pdf
Sections from the Code
19 Sealed.odf
� Created by IndependentThird Party:Yes
12231,6 Select Series Beaded Siding and Beaded 6.5 Conflguratfon
Lexingtan Series Beaded Ynyl
Slding
Limits of Uce installattan Inetructione
Appraved for use In HYHZ:No Fl t2231 R? II Installation[nstrudions Attachment Details
Approved far use outefda NVHZ:Yes 2015-08-Zl,ndf
�py'�{�y��►� FLi2231 R2 II Vinvl Sidina Installatlon 2011.�df
Design Pr�esure:+N/A/-74 Verifled By:NTA,Inc.
Other:Design pressure varl�s hased on the Instaliation Created by IndependentThirti Party:Yes
method.Please refer m the evaluatlon report for the proper Evaluation Reports
de5ign pressure based on the Installatlon. FL12231 R2 AE Evaluatlon Reoort STC111111-8 20��-08-
19 5ealed.odf
Created by Independent Third Party:Yes
12231.7 Selea Series Board and Batten and Board and Batten ConfguraHon
LexinQhon Series Board and Batten
Vlnyl Siding
Llmits of Use Inetdiatlan Instructlons
Approved for use ln HVF1Z:No Fi+»�+ R� iT inctallation in�tructions Attachment Detalls
Approved for use outslde HVH3:Yes 2�5-08-21.ndf
Impaet Resistant:No FL12 31 R2 Il Vinvl Sidln4 Inslallatlon 201] odf
Deslgn Preesure:+N/A/-50 VeHfied By:NTA,Inc.
Other:Design prnssvre varles based on the Installatfon Created by]ndependent Third Party:Yes
method.Please refer to the evaluatlon report for the proper Evaluation Reports
design pressure based on the Installatbn. FLi223+ R2 AE Evaluadon Reoort STC�iliii-8 2015-OB-
19 Sealed.odf
Created by IndependerttThird Party:Yes
12231,8 Timbermlll D4,S7 Conflyuratlon
Llmlts oP Usa Installation Iastruetions
Approved for use in NVHZ:No F112231 Rz II Inskallatfon Instructlons Atta�hment Details
Approred for use outside HVHZ�Yes �,p15-08-zi.�df
Impaet Res9statrt:No FL12231 R2 Il Vinyl Si�itnr� installa'�n 20il.ndf
D�slpn Pr�ssure:+N/A/-72 Verifi�By:MTA,Inc.
i Other.Design prnssure varies based on the Installatlon Created hy]ndependent Thfrd Party:Yes
methad.Plea�refer to the evaluadon report for the proper Evalurtlon Reporta
deslgn pressure based on the Installadon, Fl f9�31 R2 AE Evaluatlon Report STCililii-B 2015-08-
1 Sea ,p�lE
Created by Independent7ttird Party:Yes
I 12231.9 Timhermill Log Cabin Panel Siding Cabin Board(S6.5)Conflguration
Limits of Uee Inatatietion Instructio�
Approved tor uee[a HVHZ:No FL12231 II installation lnstructlons Attachment Details
Approved tor use autelde HVHZ:Yes 2015-08-21.odf
Smpact Resiatant:No Fl 122�� R2 [I Vinvl Sldina Jp�allatlon 2011.Rdf
De9ign Pressure:+N/A/-100 Verifled 6y:NTA,Inc.
Ott�ers Design pressure varles based on the Installatlon Created by Independent 7hlyd Par[y:Yes
' method.Please refer to the evaluation report for the proper EvaluaUon Reports
deslgn pressure based on the Installatlon. FLi2231 R2 AE Evaluation Reoort STCI11111-8 2015-OS-
19 Sealed.odf
Created by IndependentThlyd Party:Yes
12231,10 Timhermfll Vertical Slding DS Conflguradon
Llmits of Use Ynatallntion Inetructions
Approv¢d for use le HVHZ:No FL12231 R2 II Installatlon Instructtons Attachment Dekails
Approved for use outside HViiZ:Yes 2015-08-21.odf
Irt1p8Ct R�SIetG11�No FL12231 R2 II Vinvl Sidino Instatlation 2011 odf
Desl9n Pressure:+N/A/-57 Ve�iHed By:NTA,Inc.
Others 1D°oc into OSB sheathing Created by Independent Thlyd Party:Yes
Evaluation Reports
FLa2231 R2 AE Evaluation Reoort5TC111111-8 2015-08-
f 9 Sealed.odf
Created by Independent Thlyd Party:Yes
eadc N�
Caatect Us::]9n0 North Monroe Street.Tallehassee FL 32399 Ghana 850-4B7-SB24
The State of FI6Hda IS an M1EC0�nployer.Cowrlaht 2007-2013 State of Florlda.::Privacv Statement;:0.c<esiblltv Stntement::RefunE STn[ement
Untler Flarlde law,emall addressee ere pu60e reeorda If you do not want your rmetl addRs9 released In reepunse co a publk-reomds request,do nd send el¢ctmNe
maU to thls entRy.Insteed,memct the ofHte by phone m by tra�lnnal msY.I�you have any questions�plo�e toMact 850.967.1385. PUBu7nt m S�ctlon 455.275
(1),Florlda Smtut�,efieNve ORaber 1,2012,Ilcenaees Ilcnnserl�Eer Q�opter 455�F.S,mva[piovWe tlte Department M[h en emall eddreas if tluy have otre,The
emaila pmvlded mey De used fwoRiclal communkatlon with the lieensee.How.v�r eme11 WArtssn�re pubik temfd.If you da na xia�to euppty 8 ptsorrel adOre59,
pleeae pmvide tlfe OepartneM wlth an ema0 etlGress whlch wn be made avallaEle to the pu61k.To det�rtnlne IPyou ere e Iicensee under Chapter 455,F.S.,please
cYNc�e.
.
Installation Instructions: Attachmen# Details
Table 9:�4{IowadM Preasurea'•�
Nlowabla Pressttro'x{pafl
AddiNona!Produc! TY?lcal ' �
Product Name Namee �a�e Th�knBac Neils Step{es
(�n.}
1 s-oc 12'oc &-oa 1 s`oc e"oa
Rro Prtde — DU.S 0.038 76 744 �� 160
d9 psf,12'oc fnto OSB
DuraSpan Proepan Prtmlum � 0.040 sheathing ^
(wrtiaal�PPller�tion) Pio►reer T4 37 psf,12'oc infa OSB — —
sheethirog
Alpine Ridge or �'Q� 1� — i70 78 —
Fairfleld Ridgeblew 0.�
D5�DLS 69 — 122 59 --
Beaded S hc�nB Lexingbon Sades � 0.044 74 — — — —
Select Series Board Lezington 9erles Board and D.048 50 — -- d5 —
and Battew Board and 8atten Berien
Sp108e1 Grov�or 1]4,DL4, .�� —
NarboarCrest AddlsonFleightsor DL4.S,Db, 0.040 74 --- 174 ��
SawmIIl DLS,T3.33
D4,D1.+4 120 — 170 7B —
Oak Harbor BNsbot Bay or �.Od2
Town Square DL4.5,D5,
�� 58 — 122 59 —
Tlmbermlll Log CabSn
Cabin Penel "' �Td 0.042 100 — — -- —
{S6.6j
D4 1U0 — — — —
T{mbermilt — 0,042
57 72 — 132 — —
Tlm6ermlll M D5 p.�� 57 psf,10'oa Into OS9 _ _
(ve�tical appllcatlon) sheaUvng
AIlowa�te pressure datermined In aocordance witta ASTM D3879-09a. Accnrdingly,allowable te5t pressures wera raiculaled using the tddovimg
equation:DP=P��0.36 x 1.5��where A 6s the avera9�siatio test pressme.
'Aflourable pressure app6es lo the sfding only.The strettgth of the sVuetural shealhinB,framing,and the wilhdrawal strength oi Ehe specified cortneqors tn
the strucwral framing must be designed In accordance wUh accepted engineeNr�g practice by e reglstered design pro(osslona�.
'Refer to Seclion 5A for fastener requiremenle and referenced test reports for addfdonal datails otinstallaibn
'Seoond value is for onubie Stapled at 16'oc.
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Wall tletght _ _ "
ua�nas�a vw,ti s�c
varn.�w
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5EE#OOIE 6 t
ce�Px:t sj
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S£C13DH 9-6
R�v�oit5 "M°" 5MS CREST, eNC. "`r�
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I6 4[84+E61�M.
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p��d BGS Home �toi In -User ReSbtrstiOn tiot TODia : S�mtt 9rr/dwroe S�1s�Fids Pu�tlons FBC SL1►: 6Gt5 Sdn MaP LIn16 '• Search
Busines�� , P�uct Approval
Professi I ���R:����
Regulation
protl�� eme�;n�Men�>�dirt ar a;eeuon Seard�>Aodl�ifan ilst>Appllptlon Dtleil
�vA'�°'���`+Y�'�l
���,�"�' R#� FL993-R12
-`.`� ApPIIcaNan�rpe Revlslon
Code Verslon 2014
Appllcatlon Status Approved
'Approved by DBPR.Approvals by DBPR shall be revlewed and ratiBed
by the POC and/or the Commissbn If necessary.
comments
A�chlved
Product ManuFach�rer Kinro,InC
Address/Phone/Emall 2703 Collepe Ave.
° Gosherl,IIV 4b528
(574)535-1125
rtnarrthey�lcii.aom
Autharized Slgnaturo Rldc Wright
rldcw�rwbldgconsultarrts.rnm
Technical Aspresentatfve �
AddressiPhone/Emall
Quallty As�rance Represen�tive
Addr�s/PhaneJEmall
Cat�egory Windows ,
Subcategory 5ingle Hung
Compltance Method Certlflcatlon Mark or tisting
Certlflmtlon Ayency Amer(can Arshtte�ral ManufatWrers Kssoda!!on
ValidaGed By Ryan 7.Iang,P.E.
� ValidaUon Cheddist-HaMcopy Recelved
Referenced Standard and Year(af Standard) �� vear
MMA/WDMA/CSA iQl/1.5.2/A440 20U8
Equlvalence oP Produd Standards
CerUfled Sy
Product Approvel Method Metlwd i Optlan A
Date Submitted 02/24/2035
Date Validated 02/25/Z015 ,
Da�Pending FBC Approval
Date Approved 03/02/2015 ,
fileJ//C:/Users/Diane/AppData/I.ocalPfemp/417RYQOH.htm 7/24/2015
Florida Building Code Online Page 3 of 3
�
,
Extruded PVC Singlfl Hung Tllt Wlndow"Non-Impact"1/8"
Annealed insulated Glass wftli Aluminum Nall Fn-(Overall
Freme Size Max.48 x 72)
Wmits of Ure CertiH�tion Apene.y Catifiqte
Approved tor use in HVHZ:No FL993 R12 C CAC 993.6 AAMA Cert.odf
Approved for use outside HVHZ:Yes Quallty Assuranoe Contraet Expiratlon Da[e
Impact ResPatanta No 05/20/201b
Destgn Pressuro:+25.0/-25.0 InsEallaUon Inst►uctlono
Other:See INST 993.6 for Installation instruttfons.(Note- FL993 Ri2 II Inst 993.6.odf
Glazing Shall comply with ASTM E1300-04) Verifled By:Lyndon F.5dlmidt,P.E.43409
Created by independent 7hird Party:Yes
Evaluatlon Reports
�993 R12 AE EVAL 993.6.pdf
Geated by Independer�tThird Parly:Yes
993.7 g. 18000-R V5 Extruded Aluminum Vertical Sliding Wfndow°Non-2mpact°
5/32°Mnealed Monollthic Glass with Nail Fn-(Overall
Frame Slze Max.30 x 60)
LFmits of Use CertrFcation Apenq Certifteate
Approved for use in HVHZ�No t1993 R12 C GAC 993J AAMA Gert.odf
Approved for use outmlde HVHZ:Yes Quality Asaucance Contraat Expiretfon Date
Impact Reslatanr No 10/19/2016
Destqn Presauee:+40.0/-50.0 inetaliation instruetions
Otffera See IMST'993.7 far installaUon Instructlons.(Note- �493 R12 II Ins+_993.7.odf
Glaz�ng Shall comply with ASTM E1300-04) Verlfled By:Lyndon F.Sdimldt,P.E.43409
p'eated by IndependentThird Parly:Yes
EvaluaHon Reports
FL993 R12 AE EVAL 993J.pdF
I Created by Irxiependent Third Party:Yes
993.8 h.18000-R VS Extruded Aluminum Vertiql Sliding Window allon-Impad°
1/8"Mnealed Monolidtic Glass witfi Nall Fln-(Overall
Frame S(ze Max.30 x 60)
Limib of Uae CertlflcaUan AponCy Certifieate
p� r use In HVF{Z:No FL993 R12 C GAG 993.8 AAMA . rt.odf
A{�proved/or use outslde HVIiZ:Y� Quality Assurance Contract F.xpiratian Date
Impac!Realctent:No 10/19/2016
Design Pr�surc:+40.0/-40.0 Instaltation Instructlona
Qther:See INS7 493.8 for Installadon Instructlons.(Note- FL993 RiZ II Inst 943.S.odf
i Glazing Shall campiy with ASTM E1300-04) Verifled By: Lyndon F.Sdirnidt,P.E.43409
Created by Independent Thlyd Party:Yes
Evaluatian Reporta
FL993 R12 AE EVAL 993.8 odf
�� Created by IndependentThird Parly:Yes
i 993.9 I. 1H000-R VS Extruded Aluminum Ve�cal Sllding WinQow°Non-Impact"
3/32°Annealed Morrollthic Glass with Nail Fn-(Overall
Frame Size Max.40 x 63)
LlmitB of Use CertlHcatfon Ayency Certifieate
dpproved/or use In HVH2�No FL993 Ri2 C CAC 993 9 AAMA Cert pdf
Approved for usn outside HVFfZ:Yes Quality Aeaurance Contract Explrotion Date
Impaet Resiatant:No 03/23/2016
De9ipn Pressure:+25.0/-25.0 In�llatbn Instruetions
Other:See INST 993.9 For installatlon Instructlons.(Note- F1993 Ri2 II Inst 993.9.p�1f
Glazing Shall compfy w(th ASTM E1300-04) VeHfieQ By: Lyndon F.Sd�mldt,P.E.43409
Created by Independent Thirt1 Party:Yes
Eveluation Reports
R993 R12 AE EVAL 993,9.odF
Created by IndependentThlyd Parly:Y�
Back Nezt
[orKed Us:;79an North Mon She�.TallaAa=� '+��qa Ptmr�e:fl50-n87-1924
The Stet¢Of Florida Is an AA/EEO employer. ' h r1 .;;�. ;; 1A�;;R�vnd qatrment
Untler Florida�w,ematl addmsses are pubOe�ecords,II'you Eo npt wanY your rmell adAress rtlensed in mpnnsa tn a puyRo-rewrda request,do rmt send
deGroniC rtWtl[o thts entlty.Instead,mntad tha office by phane or 6y haEitiorral map.]f you have aey qunstions,please contatt 850.487.1395.'PurswrR Oo
SeGkn 455.275(S),Flw�a StatuDes,eltcdve pctpyer i,2012,Ilaenseee Bodu�under Cheptv 455,F.S.must provfde Me Deparbnent wfth en ematl aEOr�s If
tt�eY hava one.The emads prevlded mey be used for otltml aommunladon wlth the IlrPraee,However emab addr�6es aro Dubilc record.pyou do not wlsh tn �
supply a persaial ad�ess,please Ptovlde the DeperEncnt yrlM an armll address whidi an be mada avaiiable to the puDLt.To d��mbrc I}you e�v s Ilcenaee under �
ChapOer 455,FS.,pl Wse didc�. 'i
Pmduc!Approvsl Aaeyt�
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c�,�Not�s � � � � ��
1. 7Hs pioduct arxhortng drawk�p has been developed in wmpt�ce w�t�the bth Edlfbn � � ��
(�14)Hadda 9uBdirg Code lFBC)eoack�Ar�g the'H�h yebdty liudcana ione".5ee the � � / '��'
o�1�Honngem.ycetnncatera�naz.specircanons�,arot�gC. q � � ��� I �� �
� 2 Ptudud anthoRsh�be�Aued and spaced�shown on defais.Anchoremb�menf to $ � �
d bCse matedd shaa be bayond w�al cgesstng,stucco,foam.hdctc end otfier wa6 Covaings. �� �
� 3. Wooci eae+vs�be tnstdled fCA0wh10 bnia�albn FnAuctiam o1 AbL51/AFdJ'A PiDS 7D12 A1 /� �
� o918rlastBner type6 to be Gutalled fdlowtng fcsf0nef mCnUfaChlle�6�sio9oROn tulnx�lons. � ,�
� /. Fastener emhedment deplhs,edpe diStonCea Gnd cerdercenterdsf��shaf be as /�� �
specirted bV the tadener rtxmufaclua but tn no hstos�ce stwl fheY be lea�nn sFw�m fi thts i � �
�awhg. o
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5. Whae shY►a are used,theY rtnat be a'Ngld!slif�'malerid ihai comples wlih the �
iequfremerds af ttie FBC. 8
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� 6. Pos�ive�d negative desf�piatwie requtemer�ts for use wdh it�Es tpaw6�p shm be � �
detert►dned bYofhers far spetifie Jobs in cCcorctanca w(fhh ihe poveminp eode. ��� �
� 7. SHe crorKBtions nof cavered by lhis�awfip aie wbject to hrtther eng'neer6�g analysis. N��o 0
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(2014�Flwlda 6uR�ng Code{FBC�mcetudng the'Nt�h Veiodly N�micme ior�".5ee the � / q
Osrflti�Han Ager�cy Certiflcate f�slaas.�ca�bns aid iat�s. � � ��� �I � �
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q 2 Product ancfmis�ati he as fated and spaced�sttawn on detORs.Anchoremba�nent to `� /
� ba4a mate�iul shM be beyond w�l dres6+g,stucco,toam.bddcond otfierwcD covertr�gs. ���
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� otr�er r�lenariypes ro be GMaI!ea to6owrny tatitener manutoctuers Gufo+totion rnstructrore. � ,�
�C 4. Fastener embedment dePtig,ed6e dslanoa,and center��stance�sttal be as �
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spedHed by the fastener marw�faclurer buf 6�no 4utmce ahaf they be lass IFwn shown in thB !/ 6 0
drawtny, _ ��� —
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requlre�r�erds aihe FBG
6. PostlSva and ne9�d�0�P��B�Yemenls for use wttFF►fhb�awfn0 shall be ��� �
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p,�O{i�qj Aoorovet Menu�Product or Aeoncatbn Search>Aoolkatlon LJsc>AppGeatfon Detall
.:i.e t"r' _ '
' , : FL# FL15389-R4
� � Appllcatlon Type Afflrmatlon
Coda Verslon 2014
Applfcatlon Status Approved
Comments
Archlved L
PraduCt Manufatturer Atwood MoWle Products LLC
Address/Phone/Emall 201 Sfmonton St
Bkhart,IN 46514
(574)266-4851
5.rogers�atwo od mo blie.com
Authorized Siynah�re William Elijah
g.ellja h�atrovo odmobile,com
Technfcal Repmsentative Shawn Rogers
Address/Phone/Email 112o N.Main St.
9khatt,IN 46514
(574)266�851
s.roge rsip atwood m o b I I e.co m
Quality Assurance Representative Pam walker
Address/PhoneJEmall 201 Simonton St
6khart,IL 46514
(574)266-4815
p.walker�atwoodmobile.rnm
Category Exterior poors
Subcdtegory Swinging Exterfor poor Assemblles
Compliance Method Certif)catfon Mar1c or Listinp
Certificatlon Agency Ameriran Archlte[tural Manufacturers Associatlon
Valldated By American Arehitectural Manufadurers Assoclatlon
Referenced Standard and Year{of Standartl) sta�dard Year
AAMA/WDMA/CSA 1Q1/I.5.2/A44D-OS 2008
ASTM E1300-04E01 2004
Equfvalence of Produd Standards
Certifled By
:^I affirm that there are no changes!n the new Florida Building
Code which affed my product(s)and my product(s)are 1n
compltance wfth the new Flarida Building Code.
Documentatlon from approved Evaluatlon or Valldatlon Entity - Yes .:No ':�N/A
�
� IfdSTALLATION INSTRUCTiONS
,�W��,�e Aod�q6 3000-3200 SERIES OUT-
„xx�„osr.��.���N.6R�. SWING DOOR
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� O • •30DQ-3200 SERfE6 OUT-6W ING OOOR COMPONENT9 FOR IN5TALUiT10N
IN3TALLATION 19 CAMMON BETWEEN ALL SRES
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i •
EXTERIOR VIEW
� INSTALLATION INSTRUCTIONS
NwoadMWnkProWots 3000-3200 SERIES OUT-
•�AtA.Mmn9CEvcY_.N�eS�� S1IVING DOOR
Yhttu:T�.�6�.tf3�TdJFret:60frme.al]i
wrr.wri•�.i� . ..� . .._
� ' ATWOOQ NNDOWANGDOOR9Y9TElE9
3. Once ths door[s squarely in pla�e,tlghten the preliminary saews and
proceed tn Instali any remalning saews,aterting from the middle af a
' sid�and working outtoward the eameB. llm screwe ahould pen�trate
ffie mounting frema to a depth oi at least one lnch and cere ehould be
taken to drive tha screwa etrafght into the studs,nM et en angle.7igMen
the screws urdl the putty sqtteezes ouL
4.Inetell acrcws In the top artd boltom horizontel ralls ln the sama
O manner es the vertical refls tsitll all attechment pants are fllled.
, O 5. 7he door ehoWd now be securely fastsned to the wall end It!s safe to
use the features ol ihe door.Remove the sNppinp cllps and operate the
door severel tlmes to be sure it functlons as deslpned.
6.OpUOnal-Attach two screws of isrtgth between 1-1f2"-2'Into one
' hole ot the latch and daadbolt(H included�breckets that sacurety enters
the Jemb
7. Any admtlonal sealant to the azler�r can be added es deemed
necessery by the Insteller tn complete their InstallsUon requlremenis.
8.Install hardware and arry seiety chatn In compfianca with the
manuTacturer's InsVuctiona at this Ume.
GONGRATULATIONS ON INSTALLING YpUR NEW
- � A7WOOp 6AOBILE PRODUCTS HUUSINQ DOOR!!
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�'+�w^ F�# FL16952-R1
�,.i�.�:"'._�.._. qpAUcatlon Type Revislon
i Code Vers7on 2014
, Applfcaqon 5tatus Approved
Comments
ArchivEd t'
Product Manufatturer Amerlcan Metals Suppty,Inc.
Addrpss/Phone/Email 3119 Queen Paim Dr.
Tampa,FL 33619
(813)242-8100
Sanbos.GonralezC@a rnerlcanmetals.us
Authorized Slgnature SanLos Gonzalez
Sanbos.GonzalezC�emericanmetals.us
Technlcal Represenbtive
Address/Phone/Email
Quality Assurence Representadve
Addr�s/Phone/Emall
Cabegory Rooflng
Subcategory Metal Rooftng
Complfance Method Evaluatlon Report From a Florida Registared Ardtitect or a Llansed
Florlda Professlonal Engineer
`�• Evaluation Report-Hardcopy ReceJved
F]oHda Enpineer or Archibect Name who developed Do Kim
the Evafuatlon Report
FloNda LloensE PE�F9497
Quality Assurante Entlty PRI Canstructlon Materials Technologles,LLC
Qualfty Assurance Contrad Bcplratfon Date 2Z/31/2020
Validabed By ]ames L.Buckner,P.E.at CBUCK Englneering
� Validation Checkllst-Hardoopy Received
Certiflcate of Independence FL16QS Ri Oi rNFlraFa nf inde.+a��onrn��f
Referenced Standard and Year(of Standard)
'i ,
Equivalence of Product Standards �
Certifled By '
Secdons from the Code
1504
1507.4
1609
, 2002.4
� • 4
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I
4X4 P.T.AND BOLT OPTION: TYPE 1 STANDARD ALUMINUM MAXI-RAIL DESIGNED IHEREBYCERTIFYTHATIHAVE
REVIEWED THIS PLAN AND FOUND IT
P.T.2X6 PERIMETER JOIST FASTENED TO TO WITHSTAND 200LBS OF LATERAL LOAD TO BE IN COMPLIANCE WITH ASCE 7-10
P.T.4X4 POSTS W/(2)3/8"0 STEEL BOLTS AND FBC 5TH EDITION(2014)
HANDRAIL ATTACHED AT EACH PICKET RESIDENTIAL AND EXISTING
W/ (2) #10x3/4' CORROSION RESISTANT SCREWS
s'-a'+/- WOOD PLATFORM PLAN
PICKET SIZE AND SPACING SHALL NOT ALLOW
HOST STRUCTURE
PASSAGE OF A SPHERE 4' IN DIAMETER
- r 'O.C.MAX.
PER FBC R312 FASTENED TRIANGULAR OPENING SUCH THAT A C0
„ P.T.T P.T.PERIOR JOISTS JOISTS "D.C.PSON LUS-26 6' DIA. SPHERE WILL NOT PASS
4 X4 P.T. PER FBC R312 EXCEPTION
q OR EQUIVALENT,BOTH ENDS
WD. POST o
FASTEN DECK PLANKING a NEWEL POST
W/8d GALV.NAILS,2 PER Zo z TYPICAL
BOARD @ EVERY JOIST F
SIMPSON ABU44 OR EQUIV. X PROFESSIONAL ENGINEER SEAL
W/1/2"WEDGE ANCHOR POST OPTION: ENGINEER OF RECORD:
3"EMBEDMENT(2000#UPLIFT) (3)2X4 P.T.NAILED TOGETHER 00
W/8d GALV.NAILS APPROX. O David W. Smith P.E.
fl ' 4"O.C.AND 6 PER 2X6 JOISTS.
>< ,^� ? FLORIDA LICENSE NUMBER:53608
POST CONNECTION TO CONCRETE SLAB FASTEN FLOOR JOISTS
W/SIMPSON LUS HANGERS Thomas L. Hanson P.E.
OR EQUIVALENT
FLORIDA LICENSE NUMBER:38654
• 2X6 P.T.PERIMETER JOIST NEWEL POST TOP AND BOTTOM RAIL EACH PICKET ATTACHED TO BOTTOM
FASTEN TRPL.2X4 POST TO SLABJr. P.E.Dunn,• Mark Ronald
WITH 2"x2"x1/8"ANGLE FASTEN TO SLAB ATTACHED TO NEWEL POSTS RAIL W/ (2) #10 x 3/4'
W/(2)1/4"TAPCONS,2"EMBEDMENT. • • - SEE 'POST BASE OR STRUCTURAL POST PER PLAN CORROSION RESISTANT SCREWS FLORIDA LICENSE NUMBER:73968
FASTEN ANGLE TO POST CONNECTION DETAIL' WITH 1-1/2'x1-1/2'x3/16'
ANGLE W/(2) EACH FLANGE
W/(2)#10x2"LAG SCREWS. (3)2X4 COMBINATION POST #10x3/4' TEKS,
ATTACHMENT TO BE AT Joel Falardeau P.E.
UNDERSIDE OF RAILING FLORIDA LICENSE NUMBER:7O667
• RAILING/STEP DETAILS PER FBC FBC Plans&Engineering
5TH EDITION, 2014 - R311 .7 Services,Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
NOTE: ALL BRICK DIMENSIONS ARE NOMINAL, I Phone:(813)788-5314
MAXIMUM RISER HEIGHT I 7-3/4' Fax:1-(866)-824-7894
NOTES ALUMINUM STURCTURAL RAILINGS OR TREAD DEPTH I 10" MIN, Website:www.tbcplans.com
C.O.A.-#29054
OTHER COMMERCIAL MANUFACTURED RAILING
THAT MEET FLORIDA BUILDING CODE REQUIREMENTS
AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER RISER HEIGHT = 7-3/4' MAX,
MAY BE SUBSTITUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN.
STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH HEIGHT DIFFERENCE BETWEEN RISERS SHALL DATE:O4/O8/2O16
FBC 5TH EDITION (2014) SECTIONS R311 AND R312 NOT EXCEED 3/8'
REVISION:
TREAD DEPTH = 10' MIN. (NOT INCLUDING NOSING) RO1
A NOSING.NUT LESS THAN 3/4' AND NOT MORE THAN 1-1/4' RO2
SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS.
RO 3
2'x2' ALUM. NEWEL POST NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN. OF 11 INCHES, RO4
ATTACH STEPS TO CONCRETE ANGLES @ EACH PRE-MANUF. WELDED BASE,
SLAB WITH 2"X2"X1/8"ANGLES CORNER(4) ATTACH PER MANUF. SPECS, X48 X48 PRE CAST
SECURED WITH 1/4"X2"TAPCON OR 3/8'4 SLEEVE ANCHOR, LANDING W/REBAR JOB NAME&ADDRESS:
INTO BOTTOM FLANGE AND 3' MIN. EMBEDMENT
(2)#10X1"SCREWS INTO FIBERGLASS 2' PRE CAST TREADS GRAND HORIZONS:LOT 322
TOP FLANGE STEPS 4'X4'X16' PRE CAST SPLIT W/KEBAB 37639 COREY LEWIS AVENUE
BRICKS, MORTARED ZEPHYRHILLS,FL 33541
'�4,•.+•i. ;: �,: . 4' C❑NC, SLAB
ALTERNATIVE: "
�� : •:'•' CONTRACTOR:
FIBERGLASS STEP ATTACHMENT ` '
....................... .
• {.. %' mod::, ,..Y ,.. :••...yK�,:t :.;.. c _•µ, B&H CONSTRUCTION
• ' 7.•:a :Jii•aa ':i..:2> +•g,:,�,a.:•.�s:..h!.y`•e...!r.•...f.,..•,:';••.*.�e'FL`.=.
POST BASE CONCRETE STEPS
CONNECTION DETAIL TYPICAL STEPS WITH PRE CAST TREADS AND LANDING W/ALUMINUM RAILING
WOOD PLATFORM
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10,
EXISTING HOST STRUCTURE
FBC 5TH EDTION(2014)RESIDENTIAL&
EXISTING
USE#10 X 3/4"TEKS WITH
BREAK FORM HEADER OR 1-1/4"NEOPRENE WASHER 3"X 12"ALUMINUM 2"x2"OR 2"x3" • 2"x2"OR 2"x3"
RECEIVING CHANNEL 4 PER PAN AT ENDS AND RISER PAN ROOF Z
8"O.C.AT RAKES
g a g 0.062"ALUMINUM INTERNAL OR
a W a EXTERNAL RECEIVING CHANNEL
SOLID ROOF EDGE Ir LU
BEAM IS THE (4)#10x3/4"INTO 1 OPEN BACK.
w w W/ "X
SIZE AS UPRIGHT a Y (2)#12x3/4"EACH LEG INTO GIRT 4
ci 0 0 OR PURLIN.
II 2X_SMB/PATIO BEAM PER PLAN z z (0.062"ANGLE CLIPS W/(2)
w j w #12x3/4"TEKS EACH LEG)
0 z 0
II II (4)#10X3"INTO SCREW BOSS
11 II (2)#10x1-1/2"TEK MIN. - . x FASTEN 1"X OPEN BACK TO ALUMINUM
1.1/4" (4)#10 SCREWS PER 12" II II THRU SCREW BOSS OF C POST WITH#12x1-1/2"TEKS,6"FROM
(MIN) WIDTH CONNECTING BOX/TT �I I� 1"X OPEN BACK TOP AND BOTTOM AND 24"O.C.
PANTO HEADER II I 2X_PATIO UPRIGHT PER PLAN
1/4"X 2"LAG SCREWS(2)ROWS STAGGERED 24'O.C. II II 1"X OPEN BACK PER PLAN 1"X OPEN BACK PER PLAN PROFESSIONAL ENGINEER SEAL
CONNECTING HEADER OR CHANNEL TO FASCIA.
ALUM.RISER PAN ROOF TO EDGE/END BEAM CONNECTION DETAIL t; .:•• ENGINEER OF RECORD
SCALE:NTS ,.. :'. ' •.:-:f David W. Smith P.E.
ALUM.RISER PAN ROOF TO FASCIA/HOST BEAM CONNECTION DETAILS
SCALE:NTS PURLIN OR GIRT TO POST W/1"X OPEN BACK DETAIL FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P"E.
UPRIGHT
FLORIDA LICENSE NUMBER:38654
SECONDARY ANGLE MIN
3/8"b (4)#10 X 3/4"SMS 0.125"THICK(NOT
Concrete Screw FASTENING SECONDARY REQUIRED FOR 2X3
Column Anchor ANGLE TO COLUMN(TYP MEMBER) HINGE LOCATION Mark Ronald Dunn,Jr.
Size B Min.Spa EACH SIDE) PRIMARY 2"X 2" P"E"
3x3 0 0" X 0.125"ANGLE 2"x2"EXTRUSION-
2x3 0 O" (B)-3/8"0 CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING 2"x 2"EXTRUSION FLORIDA LICENSE NUMBER:73968
2x4 1 3" ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE
2x5 1 3" ANGLE(TYP EACH SIDE)(SEE O O (TYP EACH SIDE)
2x6 1 4' HINGE LOCATION DOOR Joel Falardeau P.E.
2x7 1 5" O 1"X 2"BASE MEMBER
2x8 2 3" (TYP EACH SIDE) FLORIDA LICENSE NUMBER:70667
2x9 2 4" ANCHOR SPA t (1).3/80 CONCRETE SCREW
2x10 12.1 4.5" (MIN)(TYP)(SEETABLE) •d ANCHOR INTO PRIMARY FBC Plans&Engineering
ANGLE AND @ 1/4"0 CONCRETE Services, Inc.
3"(MIN) SCREW ANCHOR @ 6272 Abbott Station Drive Unit 101
24"O.C.BETWEEN COLUMNS
NOTES: (TYP EACH SIDE) Zephyrhills,8.33542
HINGE LOCATION Phone:(813)788-5314
1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR
Fax:1-(866)-8 24-7894
INTO THE 1X2. Email:erb@fbcplans.com
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED NOTES: Website:www.fbcplans.com
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 3/4"SMS MINIMUM. C.O.A.-#29054
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD®LDT 3/8"0 STAINLESS STEEL CONCRETE
SCREW.OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. DATE:04/08/2016
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 3. HINGES SHALL BE ATTACHED TO DOOR WITH(4)#10 x 3/4"SMS. FASTEN A
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM REVISION: DATE:
POST OR SMB CONCRETE BASE CONNECTION END OF THE UPRIGHT.
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) RO 1
TYPICAL SCREEN DOOR CONNECTION DETAIL
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION SCALE:NTS RO 2
SCALE:N.T.S.
RO 3
RO 4
OPTION#1 I I
I I
(4)#10x1Y,"SMS I JOB NAME&ADDRESS:
FASTEN POST TO CONC. ALUMINUM POST I INTO SCREW BOSSES
WITH INTERNAL BASE PER PLAN GRAND HORIZONS:LOT 322
AND(4)3/8"CORROSION --- ---- _ _____
--- ---- 37639 COREY LEWIS AVENUE
RESISTANT CONCRETE (2)3/8"THRU BOLTS _____ _ I _ _____ ZEPHYRHILLS,FL 33541
ANCHORS WITH 2-3/4" _________________
EMBEDMENT MIN.AND 11 GA.INTERNAL 2"X2"OR 2"X3' I I 0.062"ALUMINUM INTERNAL
1-3/4"EDGE DISTANCE MIN. ALUMINUM BASE i MEMBER I OR EXTERNAL RECEIVING
I CHANNEL W/(4)#10 X 3/4"
PREDRILL VERTICAL M CONTRACTOR:
INTO INTO BEAM OR -
FLANGES UPRIGHTORBEAM I UPRIGHT.(2)#12X 3/4"EA.
• -SNAP OR SELF I LEG INTO GIRT OR PURLIN-
<'ik'�'-`. KICK PLATE MATING OR B&H CONSTRUCTION
(0.062"ANGLE CLIPS w/(2)
S(•a •" tM.4;+;e. ATTACHED TO ALU)# HOLLOW I I #12x3/4"SMS EA LEG)
.L�:i:.,.•""•'�.•�"';X"' MEMBER W/(1)#1OX lOX
3/4"@ 12.O.C.
UPRIGHT OR BEAM-SNAP
ALUMINUM POST TO R SELF MATING OR
CONCRETE CONNECTION KICK PLATE ATTACHED TO ALUMINUM MEMBER HOLLOW SCREEN ROOM
SCALE:NTS PURLIN OR GIRT TO BEAM OR POST DETAIL
SCALE:N.T.S. DETAILS
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
12"
EXISTING A'��
ROOF 91/4-X2-
LUMINUM FLASHING UNDER
DGE USE#8 X 1/2"CORROSION
.. ----.. TANT ALL PURPOSE SCREW PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS
SIMPSON SP1/SP2 FL10456
SIMPSON HIOA FL11478
SIMPSON DSP FL10456 G+
SIMPSON SPH FL10456
SIMPSON ABU/ABW FL10849
SIMPSON LSTA/MSTA FL10852
/TT RISER PAN TO SIMPSON CS16 FL10852
MEG. BEAM W/(4)#10 SMS
EIVING CHANEL TO HOST BEAM ALL CONNECTORS AND FASTENERS IN
"LAG SCREWS @24"O.C.,2 ROWS CONTACT W/TREATED WOOD SHALL BE ZINC PROFESSIONAL ENGINEER SEAL
STAGGERED.STRIP SEALANT BETWEEN COATED GALVANIZED STEEL OR SIMPSON
FASCIA AND RECEIVING CHANNEL 'ZMAX' ENGINEER OF RECORD:
FASTEN 2X,OF SHED WALL,TO EXISTING David W. Smith P.E.
HOST WALL W/#10"X4"SCREWS @ 16"O.C.
i I ALL WOOD STUDS FLORIDA LICENSE NUMBER:53608
ROOF CONNECTION TO AND BLOCKING FOR
Thomas L. Hanson P"E"
MFG. HOST BEAM
WALLS SHALL BE 2X4 FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr. P.E.
FLORIDA LICENSE NUMBER:73968
HEADERS SPAN JACK
BEARING WALL SIZE 'W' STUDS Joel Falardeau SP2 OR H2,5T
P.E.
SUPPORTING (2) 2'x4' 4'-4' 1 FASTEN ALUM, RISER PAN ROOF TO TOP 12
ALUM. PAN ROOF (2) 2'x6' 6'-4' 1 PLATE WITH 1/4'0 GALV. LAG SCREW WITH 1/2 1 NOTE' VINYL SIDING MUST BE FLORIDA LICENSE NUMBER:70667
(2) 2'xB' 8'-0' 1 1-1/2'0 NED-WASHER, 4 PER PAN @ ENDS INSTALLED OVER A MINIMUM 7/16'
(2) 2•xlo• 9'-6• 2 AND 8' O.C. AT RAKE WITH 1-1/2' EMBEDMENT WOOD STRUCTURAL PANEL SHEATHING FBC Plans&Engineering
(PLYWOOD OR OSB) WITH AN APPROVEDg g
(2) 2'x12' 11'-6' 2 DBL 2X TOP PLATE (ONLY NON-TREATED WEATHER RESISTIVE BARRIER PLACED Services, Inc"
DBL, HEADERS W/j' PLWD, SPACER, GLUED & WOOD IN CONTACT W/ALUM. ROOF OR nUNDER THE SIDING,
NAILED W/16d NAILS @ 24' O.C. (2 ROWS PROVIDE IMPERVIOUS MOISTURE BARRIER) 6272 Abbott Station Drive Unit 101
Zephyrhills,0.33542
DBL, 2X HEADER WITH 1/2' PLYWD. SPACER 2X BLOCKING FOR PANEL SPLICE WHERE Phone:(813)788-5314
STAGGERED)
OVER WINDOWS/DOORS, SEE HEADER TABLE WALL HT. EXCEEDS PANEL LENGTH Fax:1-(866)-824-7894
INSTALL WINDOWS PER MANUF, WALL PANELS (PLYWOOD) NAILING NOTE: Website:www.fbcplans.com
INSTALLATION INSTRUCTIONS NAIL 8d NAILS 6' O.C. @ EDGES & 12' O.C. IN C.O.A.-#29054
2X CRIPPLES @ 16' O.C,
1/2' P.T, PLWD., MIN, 2' HIGH FIELD, ROWS OF NAILS SHALL BE 1/2' MIN. FROM
(NON-PT. OR ❑SB ALLOWED ABOVE 2') PANEL EDGES, PLYWOOD SHEATHING SHALL OVERLAP
DBL 2X HDR, W/1/2' CDX SHEATHING SHALL OVERLAP BOTTOM AND BOTH TOP & BOTTOM PLATES, ALL FASTENERS NAILED DATE:04/08/2016
PER TABLE TOP PLATES. COVER WITH APPROVED PER MFG.'S SPECIFICATI❑NS,
WEATHER RESISTANT BARRIER SUCH AS A REVISION: DATE:
POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS, WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP
TO BOTTOM PLATE (8'-0' OR LESS) SIMPSON STUD RO 1
VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. PLATE TIES ARE REQUIRED ONLY AT THE CORNERS RO2
SIMPSON LSTA OR EQUIV, AND EACH SIDE OF OPENINGS, AND SHEATHING IS
AT THIS LOCATION 2X P,T, WOOD STUDS @ 16' O.C. NAILED PER PANEL NAILING NOTE,
RO 3
2X P,T, BASE PLATE
WHEN SHEATHING PANELS ARE NOT CONTINUOUS, RO 4
1/2'0 WEDGE ANCHORS W/STANDARD WASHERS, 12' FROM SIMPSON STUD PLATE TIES ARE REQUIRED AT
2X JACK, SEE TABLE CORNERS, 6' FROM OPENINGS AND 24" O.C. WITH 4' MIN, SP1 OR H4 ALL STUDS,
ATTACH JACK TO CONT. EMBEDMENT AND 1-3/4' MIN. EDGE DISTANCE TYP, JOB NAME&ADDRESS:
STUD W/16d NAILS @ 24'
D.C. 4' 2500 PSI CONCRETE SLAB WITH 6'X6' #10/10
PER R318.7 GRADE WWM (OR FIBERMESH) OVER 6 MIL. POLY VAPOR GRAND HORIZONS:LOT 322
INSTALL WINDOWS/DOORS IN `•'^' BARRIER W/EDGES LAPPED G' & SEAMS TAPED, 37639 COREY LEWIS AVENUE
BELOWCLEAN, COMPACTED, TERMITE TREATED SOIL,
OPENING PER MANUF, CONCRETE NZEPHYRHILLS,FL 33541
OVER
INSTALLATION INSTRUCTIONS GRADE PER R403.1 OVER
SIMPSON DSP
OR EQUIV. 2 #5 REBAR CONT.
ON 3' HIGH CHAIRS 2
CONTRACTOR:
FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 & B1809.4, B&H CONSTRUCTION
FRAMING FOR OPENINGS WITH HEADER
WALL SECTION/DETAILS
WOOD FRAMED SHED
DETAILS
S.M.H. DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
'H' WALL T' 'N' SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
4' .045' .06' (2) 3/8' BOLTS, NUTS, WASHERS 1 720 LBS COMPLIANCE WITH ASCE 7-10,
FOR ALUM FLASHING 5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2.550 LBS FBC 5TH EDITION(2014)
UNDER DRIP EDGE USE' 6' .050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2 550 LBS RESIDENTIAL&EXISTING
EXISTING #8 X 1/2' CORROSION RESISTANT 7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3 500 LBS
N_ROOF --- 12' A PPRpX ALL PURPOSE SCREW 7' .055' .09' (3) 3/8' BOLTS, NUTS, WASHERS 3 600 LBS
I 7' .055' .125' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS
__ter 8' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 5,500 LBS
8' .072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
8' .072' .125' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
HOST BEAM 9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
9' •072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 8,900 LBS
2XH CARRIER SMH 9' 082' .125' (4) 3/8' BOLTS NUTS, WASHERS 9 500 LBS
ATTACH PANS TO HEADER CHANNEL
� I W/ (4) #10 SMS PER PAN
10' .092 .125' (4) 3/8' BOLTS, NUTS, WASHERS 11000LBS
NOTE' OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
i � FASTEN RECEIVING CHANNEL TO HOST
BEAM W/}'X2' LAG SCREWS 2 24' O.C.,
2 ROWS STAGGERED. STRIP SEALANT
BETWEEN FASCIA AND RECEIVING CHANNEL
FASTEN RECEIVING CHANNEL TO HOST BEAM W/
1/4' X 2' LAG SCREW,1 SCREW PER 2 INCHES PROFESSIONAL ENGINEER SEAL
OF BEAM HEIGHT #10 X 1/2"HEX HD CORROSION RESISTANT
FASTEN CARRIER BEAM TO CHANNEL W/#10X'
METAL SCREW,WASHER AND SEAL APPROX. ENGINEER OF RECORD:
SMS, 1 SCREW PER INCH OF BEAM HEIGHT 4"O.C.MAX.AS SHOWN
(4 SCREWS PER PAN AT ALL BEAMS) David W. Smith P.E.
3"x12"ALUMINUM RISER PAN ROOF FLORIDA LICENSE NUMBER:53608
FL 16952-RI OR EQUIV.
3" RISER PAN ROOF & CARRIER BEAM
CONNECTION TO MANUF. HOST BEAM I /, , . ,, / , Thomas L. Hanson P.E.
•
2"xH"ALUM.SMB FLORIDA LICENSE NUMBER:38654
CONNECTION W/(N)PER CHART ABOVE Mark Ronald Dunn,Jr. P.E.
3/8'THRU BOLTS,WASHERS AND NUTS
CORROSION RESISTANT TYPICAL FLORIDA LICENSE NUMBER:73968
ALUMINUM COLUMN LOCATED PER PLAN
FASTEN SMB TO RECEIVING
CHANNEL W/#10x3/4"TEKS
(1 SCREW!INCH OF BEAM HEIGHT'H') Joel Falardeau P.E.
STAGGERED FLORIDA LICENSE NUMBER:70667
ROOF, POST AND BEAM CONNECTION DETAIL
FBC Plans&Engineering
2X SMB PER PLAN • Services, Inc.
•
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
ALUMINUM POST Phone:(813)788-5314
MIN.060 RECEIVING CHANNEL PER PLAN Fax:1-(866)-824-7894
FASTENED TO POST W/#10x3/4"TEKS Website:www.fbcplans.com
(1 SCREW!INCH OF BEAM HEIGHT'H')
STAGGERED
BEAM TO POST CONNECTION
ALUMINUM POSTS DATE:04/08/2016
FASTEN POST TO CONCRETE
WITH INTERNAL BASE AND (2)3/8"THRU BOLTS REVISION:
(4)3/8"CORROSION RESISTANT
CONCRETE ANCHORS WITH 11 GA.INTERNAL ALUMINUM RO 1
MIN.2-3/4"EMBEDMENT AND BASE PREDRILL VERTICAL RO 2
1-3/4"MIN.EDGE DISTANCE _ -c_ FLANGES
R03
R04
• ` `� JOB NAME&ADDRESS:
• 2xHSM8 +'• W/(1) #5 REBAR CONTINUOUS H-R�� " �gRRIERBEgM ..y ' GRAND HORIZONS:LOT 322
37639 COREY LEWIS AVENUE
ZEPHYRHILLS,FL 33541
FASTEN PURLIN TO CARRIER SMB WITH TYPICAL FOOTER/SLAB, 3000 PSI CONC. W/FIBERMESH
2-1/8"x2"x.060 RECEIVING CHANNEL W/#10x3/4" OVER CLEAN, COMPACTED, TERMITE TREATED SOIL
BEAM HT'H',EACH
(1)SCREW FLANGE NG INCH OF
HEI BEAM HEIGHTPOST TO FOOTER AND CONCRETE CONTRACTOR:
SLAB CONNCTION B&H CONSTRUCTION
PURLIN TO CARRIER BEAM CONNECTION
ALUMINUM CARPORT
DETAILS
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 BUILDING
3"X.024"ALUM.RISER PAN ROOF 3"X.024"ALUM.RISER PAN ROOF P.T.2X4 WOOD FRAMED SHED
FL 16952-RI OR EQUIV. FL 16952-R1 OR EQUIV. W/VINYL SIDING
PROFESSIONAL ENGINEER SEAL
2X6 SMB 2X3 ENGINEER OF RECORD
M w David W. Smith P.E.
x " FLORIDA LICENSE NUMBER:53608
x x x N X a III N N PROPOSED o
PROPOSED 7 N 0 w SHED
M CARPORT M Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
2X2 2X2 2X2 2X2
PROPOSED DRIVEWAY 1X2 1X2°K P`"X2 1X2 Mark Ronald Dunn, Jr.
. .'.
.. ._. ........,..s, .,...�:..... • .�,�. !w��T-•:-':'ti...-.y.:� .;...._
P.E.
6"CONC.SLAB 4"CONCRETE SLAB 4"C NCRETE SLAB W/8"X8"FOO ER 4"CONC ETE SLAB W/8"X8"F OTER
4"CONCRETE SLAB FLORIDA LICENSE NUMBER:73968
6' 23' 10' 10' 10' 4' 3'-9" 3'-9" 3'-10" W/12"X12"FOOTER
29' 30' 15'-4" 12' LI Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
SIDE ELEVATION FBC Plans&Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,f1.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
3"X.024"ALUM.RISER PAN ROOF 3"X.024"ALUM.RISER PAN ROOF DATE:04/08/2016
FL 16952-R1 OR EQUIV. FL 16952-RI OR EQUIV.
zx8 sma DRAWN BY:J.LUCAS
PROPOSED MFG.
MFG. IN NII II II 2X6 SHED HOME P.T.2X4 WOOD REVISION: DATE:
HOME I 2X2 to II SMB FRAMED
VINYL SID NG RO 1
� I IX II x a zaxza
\,,1x II� n n RO 2
x
II RO 3
--_= 1r CIE= 's R04
4"CON RETE S B W/8"X8"FOOTER
4"CONCRETE SLAB JOB NAME&ADDRESS:
3'_9" 2-3" W/12"X12"FOOTER
GRAND HORIZONS:LOT 322
9' 9'
37639 COREY LEWIS AVENUE
15' ZEPHYRHILLS,FL 33541
REAR ELEVATION
FRONT ELEVATION CONTRACTOR:
CARPORT W/SCREEN ROOM B&H CONSTRUCTION
AND STEPS SHOWN BEYOND
(FRONT STEPS REMOVED FOR CLARITY)
PLANS & ELEVATIONS
3OF3
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 BUILDING
57'-4"
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
LI David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
MANUFACTURED HOME L Thomas L. Hanson P.E.
o FLORIDA LICENSE NUMBER:38654
Lii Mark Ronald Dunn,Jr.
P.E.
FLORIDA LICENSE NUMBER:73968
LI Joel Falardeau P.E.
PROPOSED FLORIDA LICENSE NUMBER:70667
PROPOSED PROPOSED P.T.WOOD
BRICK/CONCRETE BRICK!CONCRETE PLATFORM
LANDING AND STEPS LANDING AND STEPS 4 FBC Plans&Engineering
W/ALUMINUM RAILING W/ALUMINUM RAILING
SHED SHALL NOT Services,Inc.
4' 6272 Abbott Station Drive Unit 101
BLOCK EGRESS I
Zephyrhills,fl.33542
MFG.HOST BEAM
Phone:(813)788-5314
y'� Fax:1-(866)-824-7894
JLIq b Email:erb@fbcplans.com
"' PROPOSED
h Website:www.fbcplans.com____________ LJ Io I
2X3 SCREEN PROPOSED m a C.O.A.-#29054
x + ROOM SHED
2X6 SMB ai 2X6 SMB Cn 2X6 SMB
PROPOSED I w
DATE:04/08/2016
DRIVEWAY I N PROPOSED N N Lti1ry+ N 2x3 N +
CARPORT DRAWN BY:J.LUCAS
N I r---
oo� REVISION: DATE:
+. 4. +�+. -h0to 1 RO 1
I 2X6 SMB 9a I RO 2
h
------------ --- -------- ------------ RO 3
s^ s° RO 4
6' 23' 10' 1 a 10'
29' 30' 15'-4° 12' JOB NAME&ADDRESS:
PROP
GRAND HORIZONS:LOT 322
OSED PROPOSED PROPOSED 37639 COREY LEWIS AVENUE
3"X.024"ALUM.RISER PAN ROOF 3"X.024"ALUM.RISER PAN ROOF P.T.2X4 WOOD FRAMED SHED
FL 16952-R1 OR EQUIV. FL 16952-R1 OR EQUIV. W/VINYL SIDING ZEPHYRHILLS,FL 33541
PLAN VIEW CONTRACTOR:
B&H CONSTRUCTION
PLANS & ELEVATIONS
2OF3
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 BUILDING
57'-4"
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
MANUFACTURED HOME II David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
II Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn, Jr.
P.E.
PROPOSED
P.T.WOOD FLORIDA LICENSE NUMBER:73968
PROPOSED PROPOSED PLATFORM
BRICK/CONCRETE BRICK/CONCRETE Joel Falardeau P.E.
LANDING AND STEPS LANDING AND STEPS 4'
FLORIDA LICENSE NUMBER:70667
• LINE OF SHED
°' FBC Plans&Engineering
4
n'
. . ' I', :•. • 1: .�': ..;`.. . . - :.. .a; tr. '' ;� :. ,e :I' Services,Inc.
•• . I .. .
' 1 . ., ,•a - .•�°• •< •°` 6272 Abbott Station Drive Unit 101
:. °i..:•a. .. •,, �.• a ' .i :. � ': , : ...�, �. . �. PROPOSED 4.• Zephyrhills,fl.33542
:•': ° t-• °- 4 ,a,• Phone:(813)788-5314
• .. °. .. PROPOSED a'"•' ='
�• 4"CONCRETE SLAB
4', " W/12"X12"FOOTER :I..•'
a. . '4 Fax:1-(866)-824-7894
t •° a: y 4"CONCRETE SLAB a :.� A` ..•,.�• °. i.- a •• -e y' Email:erb@Ebc lans.com
' t. • .I..' P
J •I ;• •'!;;. ° ! Y,': ° • .: a:. . ° W/B"XS°FOOTER `• Website:www.fbcplans.com
a. . f I�. PROPOSED �' .°,":. : .' a r i••: •'°.: ° '' F C.O.A.-#29054
•4
4"CONCRETE SLAB '° • ', : a.` —��•. —•y --_�
't• : i• PROPOSED t..... ---- �— —� �. e—
°' �' .°: •:... .'... a •' ..a' :°� ..� .•t 4"CONCRETE SLAB ••e ' •.:°•: e:
a O . I ° :4 • :° W/8"X8"FOOTER •'.°:
i . °• . ,,a .i r e . a: •' DATE:04/08/2016
°. + �;. s •, `�- a 4 A 4 _ 1__\ I__ t ' I DRAWN BY:J.LUCAS
REVISION: DATE:
RO 1
RO2
6' 23' 30' 15'-4" 12' RO 3
29� RO 4
FOUNDATION PLAN
JOB NAME&ADDRESS:
2"ABOVE ADJACENT SLABS GRAND HORIZONS:LOT 322
37639 COREY LEWIS AVENUE
<,v.,• t GRADE i
; :: :. ,. ZEPHYRHILLS,FL 33541
CONC.BELOW GRADE
W/(1)#5 REBAR CONTINUOUS CONTRACTOR:
(2)#5 REBAR CONT. I IB&H CONSTRUCTION
TYPICAL FOOTER/SLAB,3000 PSI CONC.W/FIBERMESH ON 3"HIGH CHAIRS
OVER CLEAN,COMPACTED,TERMITE TREATED SOIL 12
CARPORT/SCREEN ROOM FOOTER SHED FOOTER PLANS & ELEVATIONS
1 O 3
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
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,FBC 5TH
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. EDITION(2014)RESIDENTIAL&EXISTING
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
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 A t r
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY (y
60(60 KS!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. 8.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 CARPORT,SHED,SCREEN ROOM,CONCRETE& STEPS PROFESSIONAL ENGINEER SEAL
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. ENGINEER OF RECORD:
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 DESIGN DATA: David W. Smith P.E.
WATER REDUCING AGENT-ASTM C 494. G-185.
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH FLORIDA LICENSE NUMBER:53608
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 185. UNLESS NOTED OTHER WISE. 2. RISK CATEGORY: II
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 3. WIND EXPOSURE: B Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 4. WIND LOADS: FLORIDA LICENSE NUMBER:38654
RECOMMENDATIONS. ASTM E 1300
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SOLID ROOF(MWFRS): 23 PSF
ASCE 7-10
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, SCREEN WALLS: 27 PSF
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B COMPONENT&CLADDING PRESSURES:
ASTM C94 Mark Ronald Dunn,Jr. P.E.
ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF
SPALLING OR OTHER DETERIORATION. ASTM C150
ASTM C33
B.MASONRY:
WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF FLORIDA LICENSE NUMBER:73968
ASTM C260
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 5. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 Joel Falardeau P.E.
TYPE M OR S MORTAR. ASTM A185 6. SOLID ROOF TYPE: 3"X12"ALUM.PANS,FL 16952-Rl OR EQUIV.
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL
#.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING FBC Plans &Engineering
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS:
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Services, Inc.
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 6272 Abbott Station Drive Unit 101
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,fl.33542
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR Phone:(813)788-5314
Q 3.UON--UNLESS OTHERWISE NOTED Fax:1-(866)-824-7894
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 4.CONT--CONTINUOUS HOLLOW SECTIONS
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF Website:www.fbcplans.com
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"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" q
STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" 4L1 4 L i, R n' C DATE:04/08/2016
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" �' L,t,
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, f 1 ri p
2 x 5:---------------------------------------2"x 5"x 0.050" l' 1�, 11 ? . I
PREPARED BY THE ALUMINUM ASSOCIATION, t - r REVISION: DATE:
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN ('ODE. �.T-._1 ( )) j
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER CCONDITIONS.ABRICATEDITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS �I �,l ` I_-L�1 I ?I( CODE
)
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 1 x 3:----------------------------------------1"x 3"x 0.045" } I�0 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. RO 3
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" RO 4
USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A p
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap:---------------------------------2"x 3"x 0,050"
2 x 4 Sna 2"x 4"x 0.045"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. P• RE` JOB NAME&ADDRESS:
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS SELF MATING (SMB) CITY O + 1
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: r �1 '•. "'.. , rC. GRAND HORIZONS:LOT 322
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" fjf 37639 COREY LEWIS AVENUE
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" +�1
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM.UNITS BUILT PRIOR 2 X 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" IF, f ZEPHYRHILLS,FL 33541
TO
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
SUPPORT.
1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 X 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED /
WITH ACQ PRESSURE TREATED WOOD. 2 X 8 SMB:---------------------- 2"x 8"X 0.072"X 0.224"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME.
2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 X 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
FLAT WASHERS AND NUTS.
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" CONTRACTOR:
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. B&H CONSTRUCTION
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
ENGINEERS
NOTES