HomeMy WebLinkAbout18-20303 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20303
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20303 Address: 38701 ALPHA AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s)!: Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-005A-00000-1610
Improv. Cost: 2,485.00 { OWNER INFORMATION
Date Issued: 10/02/2018 Name: WILLIAMS MARK & RITA
Total Fees: 82.50 Address: 38701 ALPHA AVE
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 10/02/2018 Phone: 813-862-8832
Work Desc: CONSTRUCT SCRN ENCLOSURE 12' X 12,4' W/SLAB
CONTRACTORS i APPLICATION FEES
PATRIOT SCREENS INC BUILDING FEE 82.50
i
V
V
Ins ections Weguired
FOOTER 2ND ROUGH PLUMB MISC I 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,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your 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.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
A 813-78"M City of Zephyrhills Permit Application Fax-813-70"021
Building Department
Date Received Phone Contact for Permitting �3 —
Ross
Owner's Name /Q_t/`✓r11� V�rJ Owner Phone Number
Owner's Address( —1. I o/ Af
ph/� t�Qi ow Phone Numtzr
Fee Simple fiiHoholder Nome. Owner Phone Number
Fee Simple Titleholder Address n
SOB ADDRESS t? V LOT# ��
SUBDIVISION 1 /1 V/ PARCELID# s as-ai-oosw-00000- 1&16)
t(BTAMW FROM PROPEM TAX ROME)
WORK PROPOSED NEw c.0NsTR ADDIALT SIGN [� Q DEMOLISH
INSTALL 8 REPAIR
PROPOSED USE Q SFR COMM Cr�� OTHER
TYPE OF CONSTRUCTION Q BLOCK = FRAME L J STEEL
DESCRIPTION OF WORK t�h5�+}�t a' ic}` �Srf rt i�/r`z/Y ac u 1 Ct)1, A� CChfiu SCaaAl
13UILDING SIZE (� rX ` [ " SQ FOOTAGE / 7 IaEIGNIT
ILDING S VALUATION OF TOTAL CONSTRUCTION
y
=ELECTRICAL Is AMP SERVICE PROGRESSENERGY = W.R.E.C.
=PLUMBING Is �
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
i
=GAS Q ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER �_(..� � �� CG{IPANY � �'''�I
SIGNATURE Q r RMST- o Y/N cwM Y!N
/s
Address I F /,/t 1 c kfo- 'Dt Z-rrr�
l V S or�[- License If Fkc/3
I
ELECTRICIAN � COMPANY
SIGNATURE REGSTERED YIN FEE CwtREn LXLNJ
Address License#
PLUMBER COMPANY
SIGNATURE ( RFC® I Y/N F'EEetnO* _Y!N
Address License#
MECSIGN COMNY PA
SIGNATURETURE I REG}5rERED Y/N FEE CIfiiRLT Y/N
Address License#F
OTHER COS Y/N r�cURRer Y!N' SIGNATURE
Address License#
III II11 { o111IlIId611 { I / 1 { l111 { / 111111111111 / 11 { { 1III / 1 { I / II / I11 { { { 11
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Budding Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Budding Plans plus a Life Safety Page;(1)set of Energy Fonns.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required r nsite,Construction Plans,Storrnwater Plans w/Sift Fence installed, ;
Sanitary Facilities&1 dumpstmr Site Work Permit for all naw projects.All commercial requirements must meet compliance
SIGN PERMrr Attach(2)sets of Engineered Plans.
"*PROPERTY SURVEY required for all NEW construction. I
Directions:• j
Fill out application completely. li
Owner&Contractor sign back of application,notarized
tf over$2500,a Notice of Commencement is required. (/VC upgrades over$7500)
Agent(for the oontractor)or Power of Attorney(for the owner)would be someone(uftb notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroute if shingles Sewers Service Upgrades AIC Fences(PI-3t/Survey/Foota9e)
Driveways-Not over Counter if on public roadways..needs ROW
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 contractor 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 IMPACT/UTILITIES 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
use iti 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"certificate 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 Water/Sewer 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Lau—Homeowner's
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 government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environment0y Sensitive
Lands,Water/Wastewater 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,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- U.5e 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) f
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 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 thorn 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 sucfi 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 OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and swom to affirm )beforee this
by by �f
Who is/are personally known to me or has/have produced Whq is/re onall I noun to a or hasihave produced
as identification. �,@J asidentification.
Notary Public Notary Public i
Commission No. Cc . ion N .
Name of Notary typed,printed or stamped Name of Notary typed, ntQcj;gCSbrnpedl,A
F'�.;:y�;r.;.;.;.•... Co CrCirI i^,ps
tiOG EE QS
o 150422,
0'? plre.December2,21 8
tende Thm Troy Fan Inmn.8003857M
SURVEYORS NOTES: '
Job NumDar:0778-002
f.) Tnla Surr y nm bush prapereq wffhPyr the DonbM oI on AD¢r.vct of TXty or b Commefmanf bnd 6 avelvct to anY f]ad cotbna, L:m/foM1bne. � ii
Reetncfima. AbaeruoNona, one r E mMty of Rarorrf. Na ha¢rnrmenfv o/rev-wertro/bet»p sos+mente, npnts_of_Y one orewroNp roro
/umiened M:a•Yor a Of as anew.-
J TMro may b pdd•Lorwt E manta. Rnatriefione Orb%r Reearwfims oNeefinp aua proporp-ftrof may or my Mf De I—:n the PUDtie
11 Noa n/o of o nn odjein:np property o r—jo.:np...party roe romp inrormpr•on r •wiled to
4/ Tne I Sury yoro mode no:nvevlJpa'on% tlapan t v h /w eoseme curd, oncumbrencev, roaMctive covenants. ornaranip Itfla O Z f't
on�o na tnor an ccurota one curie t GY¢ao y��bsa� 1,
eJ tl)n s oea �afbcf er date f»orneraniP Gros.I(lnea pflxled odrarae use, lima of can/liebn�wrloPRnp ovv,s. ar other hnea f/wf may
of a I.T's e5urve^ri o/w b pmro ground�Grua en(r. No underpovne/rlenv, vrrvcturov, irvlelleGma m imprawmenta now Dean!heated un/esa Q ��Y
lJ vunee%una nw,jyniaceGona ene mnl:/:cpGene anern nevwn era Daf.asn fna uGA:an .._,:ue vea.e gro.,nd gopuN«•or•ma o.w m rwt naeapmrgj-anor o/e: 7 t0' W
ol/ roil. aGma. q i�
ro inia sa u nm Deco pveparw a,P�a,mH�r uu nw+ad enfie:ae on is•oar .aaleroDb. No oMar paraan er nG'q�:s arwrtep re rtyy apon or.e/
NePPeI•a a rwy for oy Pwpoca boewr rYhaur tM eapreaD rnrten eahsenr o/W. KEMP.1NRR/S✓R. and tna r[Yyinp Pro!asionot Su�»r orb I I'
r. I 1
H.) Nplhinp n hell be<onafruad ro p:va any Nghfa fu DanoGfe to oyma other Inon fh crrti/•'etl fo an fnL vurva �
IO.J Fe r en:fM twundoNes of en:e su�ero a+opperoted/ebNfy f xe�naralf�ne de4rm:nae. The/e h II
proparV•�om�e eroel�
!/iepY eoonto a-n e./teno rn"foe n`t `heerBo ma rdre x Nnaop e a,p b/'neNnc aa•T Drouaerd.e�n !'e/e Lxol:on FancsD aNun.eba o�ole o. sfntoerlmtpd.r epar(y fMundari•a memo<r oM ery JQ Surwy puperaada a<elee emanaona�TAere mar Vern•drain e.,t of acob re propn:cory snPr 4
Ia.) R<Oreeu<Bon p/t 'a r is aproaaly forD:eeen. i
/S) S y only roM 1 r 90 0�1 bsf abre of F W S/ticy.
Ill Tne ..area •[cevrfnaaf Ta ae eMrr. uvrl iron manna m as aien /tM Praleee:erral Su inim n�•,f'n9 /aa[e e/
rho su y Deae,en :a bast anorladpe. In/ormofion one ealel. one toot Y thou coresGlutos ne•lnar o q tan r o nb, a�fMr
fH�Ae ate p f M.aunroy pbf er as of the c r Nonumenla faun,or of Ounn lne�o�.manta o![ne flele a: MreDy I.mit Me D' S• to' 2D'
u ders:Qned ioD)L'ry.cote,to prolessione/na0»penf Data, or o /abim fn a mf t tb e d fIu/ nPrp¢Oy 1
fl0.J Th�curvy!a o repmanfotbn o/eat¢linp Field can WIo It Me tlmo of MaoField survey and is Dose,on found a.finq n•mumentol:on m Grophio Soule feet)
7T./ Aeeu Y:tM toe use o/au/vya0 Forbad ov chm:he0 in tM Ninhfferm TecM:col StondoA(6J-r>. Florida Atlmtn:abef:w lbeb), :a ��
suburban- Tne minimum I- eialm¢e a y ror en:a ype pr nopndery one r i in abvon enoa¢Pne r::o rwebrw rxt. me accuracy BASIS OF BEARINGS
oDtpl�etl Dyy IiaN-mooeumd infra/ m b and colculptbrcv rm/M fo waned ova raqu:ramvnf.
a - Wrbfaa divf�nce rwr aupportaOVOy_
s ) Tne p mP¢a o Su : co•n.rg a -1�VR.1 Tn� Daonnga sn rn hereon arc bus<d on �I
aeJ Map e/S✓rwy/bta M'a rtinb p .ding fo fna L t /FJvld Survey and nor t a Stpnetwr sI_ bound
L A— c jrZ,
.J T is Survv v 11 rwt n rbd/or pud•c rVs r:fnouf lM Swwyora k orb ondrocon vnr. ALPIYA N t TEst Rh E»
aa.) o:m.na;e.:a a rr, r n n leer one daa;ma Pa.ta eMmar dare Da n dann:Gm or o i f as odovD+d Dr lna unnee slPeas meara:ng a ma ar er a aranf. ea
BGraov or srp/fdo�da p a.afar aeoe r eae nartidnm/pane. ra n corded• Per BaoaP2l. Papa B
aa.J M.ProPerb non Sun� � m na Lond fbxnprbn oa anarrf nervpn rNcn van Provided by the c/ant. fna PGol:c ac ids of Pasco Coun(y
Copyngnt 20fLt_ ELP ORR/S JR. Fiorio'o, So:e Fine has en Record bvonn'g
Ql Profias�rnr.ol sv yor s tsopper SURVEYORS LEGEND r .er+s•row. sea Mh Basin or
Nng RNaronea hop De/ow
�) SURVEY OF_•(DESGA/PTION AS FUAN/SHEC)
w (P.) --------- Plot Dimension
Lot 161. ALPHA V/L.LAGE ESTATES PHASE/f. (S.) --------- Sul'vey Dimension 30.00- (Piot)
according to mop or plot thereof as Plot Book 2 recorded ..
in 3. Pogo 8-9, Pub/ie Records of AC --------- All Conditioner unl7 x
Pasco County, F/orido-
0 1 ® --------- Yerizon BoK
J I LOT 162
---------
17 Coble BoK -
O I O.-��6�Y•n!/P s near - _ .JJ'iV C. ]L`[�.iJCJ' r- FounN//d?'Ir n Rpd--_ ]
Came Fond er Ser �'-:A=J?.�c_. :JS.�a�'��,.) ,.•rn o nf•1•eof•en D "'.I�• 1
Re-P
a..
Ze
shed pj ti c a n /O O O c o .•:� o :('
e^ 9.97'I r 25.00' 25.30'
/ N
,� T/- O N £ S O R Y c
° j
Q M A S O N_R Y 0_ �.
N R E S / D E N C E N
N O. 38 70 1
2.7' y�,: ne.Co Ca „ l:e Porch r77.0,
q n
LOT Y 6 1 Q
- v,l
t,UM1
!N
0
�1
c - o
E .
/denti%ieebon,,Un eadaDle
A-'
y
,
.e
.•�:�Fou Rod �' ti=""'-
'.... ,. ,..-. ��..r•!n Ida n .....::...
I
r e f e S • d r -- ^�
t
p..
I-
0 '.'ft
RASI S OF•BE4R/NCSt REFERENCE
e LINE)
b.
'I
- - I
3"
o
D'Concrete -ley tout. ',I
{' I
„
A :L 'P' i1�J �1 �4 V
22.0' Wide Asphalt;:Pavement .`':' .60.0�`Rig)rt uf.Wdy..(Per^P/at)':
����"� Centei/ind'(Per:Plot)
-
....:.' CanCreld.'✓e/IBY.'Guftd�
1
d
.i:.. r+.r. ,':a-,s• .ai;::3'-+%' :ra ,x°.• .:a;:,....::..e:�",=t_r:.r`z2'•-• ,
:.� .:z,..v:...:.......:.......:..Szs.:�:. •s,--<,.,.,:n.;<-<'•:-:../„_.c::_�.,}:,.,: l-,::- :Fels - - - - - --
1
Tne Surv,, ,epic Cad ne•re. not cola-,, oy pr efesslcnCi liability insf-Irance.
4 EHMI P/BO T®: Mork O. Williams rf Rita K. Williams ,
u Subdivision:APLHA VILLAGE ESTATES PHASE // MAp OF 61DLJA/®AF?V.SUMVEY W_ XEMP MC)""10 J&3_ ;J
1 Plot Book:.23 page.- 8-9
Section:35 Townshi 25south Ron e:21e0st �1`°kOrr Professional'Surveyor 8e Moppar
Q p' : Flonald Reglstro Kan Number 6467
,i Lost Dote of Field Survey: Au use 1, 2078
'Q Feld Hook: 2.9 Page: 45-46 a `•xaatl7•r✓ a
Perry chief:KNJi Drawn By:— Cnackee S',Kh , 27172 Ernest Lee Rood
/ -Rv 1 Ole— - �Ialr of g Brooksville, Florida 34602
ote of Signature ,
3 Desch tion I✓pb /vo. Dora own ckwl P.C. ¢fee• 4 Phone No. (873)
+ 949-3636
°•/safe•Y°o _ _ �r fa eF�r no%`rce:,>>eds - Mor s.Sarvey^nq� yrr.0il.cem ..
O
O�
' ILO III UH
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: 9-2, 646
Site:
Permit Type: Ore& C
Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer—Plan xammer Date Contractor and/or Homeowner
(Required when comments are present)
II ;
General Notes 1 HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-SO4
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR &FBC 6TH EDITION
PSI MINIMUM 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
MINIMUM,3 1/2"NOMINAL THICKNESS. GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. A U
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR Q— e e® $' a "
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED �' e® ' �y
IN LIEU OF WELDED WIRE MESH ON DRAWING S-2. ti R� ®•
CIRCUMSTANCES BY DRIVING WITH A HAMMER
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH A615,BE G SH. 7,ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2X.O45 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED ' 4✓ ' o
5. ALL SHALL CONFORM TO ASTM BE GRADE e -
• , -
60(60 REINFORCING MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4' EMBEDMENT&24"O.C. LL 3 :k
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW L a
BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS .J ® ® ® ' O I
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL. �yl o a R 1
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. GRADE#5 OR BETTER ZINC PLATED. • d « eab
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
see �1GU oe 4m
FOLLOWING: e e
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 �� ,� es •e e®e s' c\�°�
18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES OB DESCRIPTION: SCREEN ENCLOSURE
AGGREGATES #6 STONE,ASTM C 33 SIZE NO.67 LESS THAN FOR USE WITH ACQ PRESSURE TREATED WOOD,OR J
3/4". OTHERWISE NOTED ON PLANS. P ES ER SEAL
AIR ENTRAINING+/-1%-ASTM C 260. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
WATER REDUCING AGENT-ASTM C 494. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA: ENGINEER OF RECORD
CLEAN POTABLE WATER. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPA LNG SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W. Smith P.E.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. BE 3/4"AND MINIMUM CENTER-TO-EDGE 1/2" 2. RISK CATEGORY 1
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ER WISE, rGV f'► 3. WIND EXPOSURE B FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1 UNLESS NOTED OTHER E. pR 4. WIND LOADS:
2,&3 ALONG WITH HOT WEATHER CONDITIONS IF E.REFERE QED SCREEN ROOF: 6 PSF Thomas L. Hanson P.E.
RECOMMENDATIONS. � u�
11. UTILIZING EXISTING CONCRETE FOR FOUNDATION, S SCREEN WALLS: 23 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, P``w 8VC C00 , SOLID ROOF(MWFRS): N/A FLORIDA LICENSE NUMBER:38654
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ALUMINUM PART 1 A&1-BMark Ronald Dunn,jr.
SPALLING OR OTHER DETERIORATION. 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 1BX14XO.013 P.E.
NPt� OR EQUIVALENT DENSITY SCREEN MESH: 0.88
B.MASONRY' �D S 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER:73968
i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD OR f 7. LIVE LOAD:
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 r QQQ 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. Joel Falardeau P.E.
TYPE M OR S MORTAR. ASTM C494 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
ASTM A615 FLORIDA LICENSE NUMBER:70667
2.ALL MORTAR SHALL BE OF TYPE M OR S. 8. PROPOSED 4"CONCRETE SLAB,W/8"X8"LINEAL FOOTER W/(1)#5
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM FLA1ORIDA
L 3000 PSI CONCRETE W/6"X6"-#10WWM OR FIBERMESH OVER Erik Stuart P.E.
FLORIDA B, AND 23)
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 6TH ED SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. FLORIDA LICENSE NUMBER:77605
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN CURREN A
HEIGHT. F.ABBRE g 9. SCREEN ROOF TYPE: GABLE/HIP FBC Plans&Engineering
�+
THE FOLL 10. SOLID ROOF TYPE:
OF ABBREVIATIONS IS NOT INTENDED Services,Inc.
{ C.ALUMINUM: TO REPRES ALL THOSE USED ON THESE DRAWINGS,BUT 6272 Abbott Station Drive Unit 101
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,Fl.33542
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A . 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Phone:(813)788-5314
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 2.SIM--SIMILAR Fax:1-(866)-824-7894
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3.UON—UNLESS OTHERWISE NOTED Email:erb@fbcplans.com
0.024"SHALL APPLY.
4.CONT--CONTINUOUS HOLLOW SECTIONS Email:e:www.fbcplans.com
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" C.O.A.-#29054
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G.RESPONSIBILITY: 3 X 2:---------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART i-B-SPECIFICATIONS FOR 2 x 3:---------------------------------------2"x 3"x 0.050" DATE: 08-01-20 18
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
PREPARED BY THE ALUMINUM ASSOCIATION, CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" DRAWN BY:ERR
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050"
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN REVISION: DATE:
ALUMINUM). DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS RO 1
CONDITIONS.
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE lx 2:----------------------------------------1"x 2"x 0.040"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
RO 2
SEPARATION. 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE lx 3:----------------------------------------1"x 3"x 0.045"
5. ALUMINUM MEMEERS SHALL BE STITCHED WITH NO LESS CONTRACTOR. RO 3
4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
USING#12 SPACING MAY BE 24"ON CENTER. PROJECT ADDRESS:
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY MANUFACTURER 2 x 2 Snap:----------------------------------2"------------------------------2"x 2"x 0.045" 1
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: 2"x 3"x 0.050" MARK WILLIAMS"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Snap:- --------------- ---2"x 4"x 0.045"
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. 38701 ALPHA MS
AVE
VISIBLE WHIN PANEL IS INSTALLED. SELF MATING (SMB) 38701 HILLS,FL.33540
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS:
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:--------------------- 2"x 5"x 0.050"x 0.118"
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
300 18-8,WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB: 2"x 7"x 0.057"x 0.120" CONTRALTO
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
WITH ACQ PRESSURE TREATED WOOD. HOME. PATRIOT SCREENS
2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FBC 6TH EDITION NOTES
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R 4501.17.1 IN ITS ENTIRETY. ^
TAPCON,REDHEAD,D T,OR APPROVED EQUAL. \ _
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 J
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
UPRIGHT COMPLIANCE WITH ASCE 7-10,
SEE NOTE#5 SECONDARYANGLE MIN OPTION#1 &FBC 6TH EDITION
0.125"THICK(NOT T a
(H)#12 X 3/4"SMS REQUIRED FOR 2X3 (4)#10 x 1 W"SMS OPTION#2
FASTENING SECONDARY grB
MEMBER) INTO SCREW BOSSES _rk a
ANGLE TO COLUMN(TYP
1. {I _>
EACH SIDE) NOTE:2X4SMB BEAM ONLY REQUIRES 4" � },�&
PRIMARY 2"X 2" ——_ WIDTH GUTTER BRACKET W/(2)1/4" t: ®o °�'�'
X 0.125"ANGLE r X 5"OR 7"X6"WIDTH EXTRUDED GUTTER LAGS o o° y
BRACKET ICKNESS OF LEG @ LAG a� +. .;� `A
(B)-3/8"0 CONCRETE SCREW Z #12 X 3 4"SMS FASTENING ==_= ———_ ` a
( ) / SCREW SHALL BE 0.125"MIN. �+ a �` " s �.�
`S+e m
ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE 2"X2"OA 2"X3" 0.0625"ALUMINUM INTERNAL LONG LEG SHALL BE 0.072"MIN) (4)1/4'LAG SCREWS @1-1/2'
�r e � -,� ® .y
ANGLE(TYP EACH SIDE)(SEE p (TYP EACH SIDE) MEMBER OR EXTERNAL RECEIVING &(1)SPACI@ 122'D.C.MAX-M N EMB EMBEDMENT o
@ EACH BEAM W/(4J
TABLE) O CHANNEL W/(4)#10 X 3/4"INTO #10X3/4"SMS 1"SPA. o a
O 1"X 2"BASE MEMBER INTO GUTTER LIP SHALL BE 2" < ° a _'
TYP EACH SIDE) INTO BEAM OR UPRIGHT.(2)
( #12X 3/4"EA.LEG INTO GIRT OR EXISTING HOST s —� 4Q. � LbI
PURLIN-(0.062"ANGLE CLIPS W/ STRUCTURE j s ,,,'
2-1/2"ANCHOR SPA (1)-3/B"0 CONCRETE SCREW
ANCHOR INTO PRIMARY (2)#12x3/4"SMS EA LEG) ,.- s° -,, "' _ ..
(MIN)(TYP)(SEE TABLE) •. ANGLE AND @ 1/4"0 CONCRETE UPRIGHT OR BEAM-SNAP n a o° �fa
3"(MIN) —
SCREWANCHOR@ OR SELF MATING OR
24"O.C.BETWEEN COLUMNS HOLLOW
44.E
(TYP EACH SIDE) _ PURLIN OR GIRT TO BEAM OR POST DETAIL 25H PR F • R SEAL
1J4�� NOTES: i
Concrete Screw 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY SCALE:NTS BEAM •
Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. •
Size B Min,Spa 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING ENGINEER OF RECORD
SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW
2X3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT i SUPER GUTTER(5"OA 7") David W. Smith P.E.
2x4 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECK IS PRESENT. 2"X 2"X1/16"(MIN) FLORIDA LICENSE NUMBER:53608
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS RECEIVING CHANN
3/8"0 APPROVED ON THE S-1 NOTES PAGE. (H"MIN LENGTH) (H)#12X 3/4"SMS(TYP EACH SIDE OF CHANNEL) Thomas L. Hanson P.E.
Concrete Screw 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE (8)#12 X 3/4"SMS(INTO GUTTER)
Column Anchor CONNECTIONS AS 2X4 SHOWN IN TABLE. NOTES: FLORIDA LICENSE NUMBER:38654
Size 5.FORA Zx4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) —— 1.A 7"SUPER GUTTER BRACKET MAY USED PROVIDED GUTTER LENGTH IS INCREASED 2"
B Min.Spa 2X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS • • • IN LENGTH.
2x5 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) • 2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4"FASCIA AND ROOF TRUSS SYSTEM. Mark Ronald Dunn,Jr.
CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE
2X6 1 4 (4 TOTAL SCREWS ON EACH SIDE OF POST) UP TO A Z"X4"FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG.x7 6.FORA 2x5 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) P.E.PE
2x8 2X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(3)#12X3/4"SMS UPRIGHT OR BEAM GUTTER BRACKET&BEAM ATTACHMENT DETAIL
2xy FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) KICKPLATE • -SNAP OR SELF NTH FLORIDA LICENSE NUMBER:73968
2x10 (5 TOTAL SCREWS ON EACH SIDE OF POST) ATTACHED TO ALUMINUM MATING OR
MEMBER W/(1)#10 HOLLOW Joel Falardeau P"E"
3/4"@24"O.C.
2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS • FLORIDA LICENSE NUMBER:70667
SCALE:NTS KICK PLATE ATTACHED TOALUMINUMMEMBER Erik Stuart P.E.
USE CONNECTION DETAIL FOR TOP AND BOTTOM WHEN APPLICABLE SCALE NiS
FLORIDA LICENSE NUMBER:77605
PRIMARY BEAM PURLIN FBC Plans&Engineering
(SEE5HEEr5-2FORSIZE) Services,Inc.
• 6272 Abbott Station Drive Unit 101
2"X 2"X 0.125"ANGLE • • Zephyrhills,fl.33542
EACH SIDE OF BEAM • OPTIONAL Phone:(813)788-5314
Fax:1-(866)-824-7894
5"OR 7"-X 0.250"EXTRUDED GUTTER BRACKET Email:erb@fbcplans.com
(A)-#12X3/4'SMS 5 0 7"-0.250'BREAK FORMED GUTTER BRACKET Website:www.fbeplans.com..E1L.. Z-BRACKET 0.250"
CONNECTING ANGLE TO BEAM 2"X 2"X 0.125"ANGLE C.O.A.-#29054
(TYP 4 LOCATIONS) EACH SIDE OF BEAM
CARRIER BEAM W/(4)#12X 3/4"EASIDE 2"GUTTERBRACKET REQUIRED (1)1/4"LAG SCREWS @ EA GUTTER
AT PURLIN ATTACHMENT DATE: 08-01-2018
NOTE:"A"SHALL BE EQUAL TO THE PRIMARY BEAM DEPTH POINTS w/(2)#12 X 3/4"SMS BRACKET&(1)@ 12"o.C.MAX-MIN
IN INCHES(I.E.A 2X6 PRIMARY BEAM SHALL HAVE(6)#12 CARRIER BEAM INTO GUTTER LIP EMBEDMENT SHALL BE 2"
AB
SMS(TYP 4 LOCATIONS)). FLATORSLOPPED 1"xIONA.045" PE
(SEE SHEET 5-2 FOR SIZE) 1"x 2C x W/("#14X
BACK W/(2)#14X
( ) s
1-1/2"@ANGLE& REVISION: DATE:
IEACARRIER BM CONNECTION DETAIL PURLIN TO CARRIER BEAM CONNECTION DETAIL (1)#12X 2-1/2"@24"SCALD o"" SCALE:NTS O.G OR OPTIONAL R0 1
2"X2x0.045"
3/4" 3000 PSI CONCRETE WITH R0 2
45 DEG. WELDED WIRE OR d TOP OF,�gS T AN BRACKET CONCRETE FIBERMESN PURLIN •• R0 3
FASTEN WITH C9) 12 x 4 S"ILLS.
CORROSION RESISTANT 1/8"STAINLESS 3" a ii PROJECT ADDRESS:
TO STRUCTURAL WALL MEMBERS STEEL CABLE d O' : d'3 4; GRADE
5/16' EYE BOLT A • Q
2"x Z"x}�"X ALUMINUM THE HOST STRUCTURE URE SHALL
V/DOUBLE NUTS 1-1/z" a MARK WILLIAMS
(i)#5 REBAR CONTINUOUS W/25'•
LOCK NUT&WASHERS g" OVERLAP AT ALL)OINT50N 3" ANGLE w/(4)#12 x3/4" HAVE AT LEAST A Z"X4" 38701 ALPHA AVE
CORROSION RESISTANT 1-1/4"X 7-1/4"x 1/8" CHAIRS SMS INTO PURLIN ON EA TRUSS
1.. SIDE FASCIA
SPEM.Co RNTRACTORSHALL ZEPHYRHILLS,FL.33540
ALUMINUM FLAT BAR W/ TYPE II MONOLITHIC SLAB
• • • • 2 3 6"(5 X CONCRETE &(4)12X1-1/2"INTO VERIFY THIS AND IF
• (2) / MODERATE SLOPE FTG GUTTER SMALLER-CONTRACTOR
• SCREWS(MIN 3-3/4" SLOPE:2":12"-3":12" SHALL BRING STRUCTURE UP
EMBEDMENT) NOTES FOR ALL FOUNDATION TYPES: TO A 2"X4"FASCIA AND
• ENSURE LESS THAN A 2'-0"
NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 3/8" 1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL OVERHANG.
0 SCREW ANCHORS WITH AN ALLOWABLE SHEAR CAPACITY OF 880 LBS.W/EDGE BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE Al GUTTER BRACKET&PURLIN ATTACHMENT DETAIL_ CONTRACTOR:
/B' STA E STEEL DISTANCE AND SPACING SHOWN. SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING N.T.S.7x7 CABLE W/ MIN S-4
(2) CLADS FOR 4"CONCRETE SLAB ONLY:USE 3"A.S.T.M.A-36 STEEL CLIP WITH OF CONCRETE. PATRIOT SCREENS
2-3/8"X 3"SLEEVE ANCHORS TO CONCRETE DECK THIS CLIP MAY ALSO BE 2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND
USED ON TOP OF CONCRETE SLAB,MAINTAIN 2"MIN.EDGE DISTANCE. COMPACTED PRIOR TO POURING OF ANY CONCRETE.
REFER TO AAF GUIDE TO ALUM.CONST.IN HIGH WIND AREAS,PAGE 1-47(CIO/1) 3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. NOTES
45 DEGREES K TYPE 11 MONOLITHIC SLAB!FOOTING ^
,CIO, CABLE TO FOUNDATION CONNECTION DETAIL S4 LT'^-- J-
SCALE:NTS i4.
• I HEREBY CERTIFY THAT I HAVE REVIEWED
OPTION#1
FASTEN.060 NEC CHAN.TO THIS PLAN AND FOUND IT TO BE IN
BACKSIDE OF 2'•XH"EDGE BEAM COMPLIANCE WITH ASCE 7-10,
EAVE RAIL WWI/AS)EREDMS w/3/4' &FBC 6TH EDITION
2"x_PURLINS(SEE S-2 FOR 1/8"(11 GA)ALUMINUM OPTION W/(H)#10 SMS W/3/4"
SIZE)ATTACHED TO BEAM GUSSET PLATE(2X HEIGHT) INTO SIDE FLANGES Y .;
1"X 5"OR 7"X4"WIDTH EXTRUDED GUTTER B#12 SMS
BRACKET(THICKNESS OF LEG @ LAG W/MIN(4)#10 x 1 3"SMS �'�
SCREW SHALL BE 0.125"MIN. •
2X"N• r �l ,r
LONG LEG SHALL BE 0.072"MIN) (3)1/4"LAG SCREWS • • • EDGE +
@ EA GUTTER BRACKET BEAM A <� �•e•°max u. -^ .
@ EACH BEAM AND(1)IN BETWEEN W/(3) i APPLY EDGE BEAM W/REC CHANNELS
&(1)@ 12'O.C MAX-MIN EMBEDMENT
#10X3{4"SMS 1"SPA • O/ • 'J
SHALL BE 2" 74, • • m G 79 NOTCHED POST •v� ` ,/�a B.
�q
INTO GUTTER LIP Sti FASTEN.060 REC CHAN.TO '
EXISTING HOSE • •\ �6 POST UNDERSIDE OF 2X_EDGE BEAM ®
STRUCTURE CONTINUOUS EDGE BEAM W/(4)#10 SMS W/3/4" It. •
\• • • • • • STAGGERED •
W/(2)#10 SMS W/3/4" •
NOTE EDGE BEAM(SEE SHEET S-2 FOR SIZE) INTO SIDE FLANGES
SHALL BE ORIENTED IN DIRECTION SHOWN ® �'e .,✓ �^a
REC CHANNEL.060 MIN.,SAME WIDTH AS BEAM TSP. cv O • T" o,
zw1 \ti 53Q £T B EAVERAILTO SSCALE: 73 DETAIL # • ° \,• o
•••
°
Bents • •®®
• ,\~ NOTES: PURLIN ATTACHED TO EAVE RAIL ®p s
UPER GUTTER(5"OR 7") 1."N"NUMBER OF SCREWS IN ANY W RECEIVING
x0.125"INTERNAL P FE ER SEAL
• BEAM "B" "N" "Ni" "Si"'S2" 'S3" "S4' DIRECTION. EXTERNAL 0.125"AN IVINGLE C ATTACHED OPTION#2
2X 2"X1/16"2"X1/16"(MIN) NNELOR
2.NTOTALQUALS 4 TIMER OP PER ENGINEER OF RECORD
JOINT EQUALS 4 TIMES SCREWS W/(3)#12x3/4"SMS EA LEG
RECEIVING CHANNE 2X5 16i 5 4 1 J" 1j' 10' 5" 3.PLATE WIDTH SHALL BE
(H"MIN LENGTH) 2X6 18 6 5 1" 1 12" 6" DETERMINED FROM ANGLE OF 2"x3"EAVE RAIL
(H)#12 X 3/4"SMS(TYP EACH SIDE OF CHANNEL) 1 BEAM AND MIN.SPACE REQUIRED. David W. Smith P.E.
(8)#12 X 3/4'SMS(INTO GUTTER) 2X7 20 6 6 1" 1" 14" 7 4.GUSSET PLATES EXTERNAL. 1-1/2"x6"x0.125"FLAT BAR 'LXN
NOTES: w/6#12x3/4"SMS
1.A 7"SUPER GUTTER MAY BE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2" 2X8 %10
1 " 1" i6' B" S.INTERNAL SCREWS FOR PURLIN 3@ EAVE RAIL o FLORIDA LICENSE NUMBER:53608
IN LENGTH. 2X9 " 1" 9" CONNECTION MAYBE INCLUDED IN 3@ POST
2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4"FASCIA AND ROOF TRUSS SYSTEM. 1 18" TOTAL NUMBER OF SCREWS. PURLIN Thomas L. Hanson P.E.
W/(4)#12x3/4"SMS
CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE 2X9 H1 1 18 9" 6.GABLE SPLICE WILL HAVE THE FASTEN RECEIVING CHANNEL
UPTO A 2"X4"FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. 2X10 1 ZO" 1O" SAME PATTERN. TO BOTTOM OF EAVE RAIL O G 0.060"RECEIVING CHANNEL FLORIDA LICENSE NUMBER:38654
(1"x2"x POST SIZE)
GUTTER BRACKET&BEAM ATTACHMENT DETAIL ATTACHED TO 3/POST
N.T.S. USES"5"xo.12 "ALUMISIDE Mark Ronald Dunn,Jr.
#12 SMS BEAM SPLICE GUSSET DETAIL -OR-
SCALE:NTS ALUMINUM UPRIGHT USE 2"x2"x0.125"ALUMINUM ANGLE P.E.
BOTH SIDES OF POST ATTACHED
W/(3)#12x3/4"SMS EACH LEG. FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL Erik Stuart P.E.
JI SCALE:NTS II
FLORIDA LICENSE NUMBER:77605
FBC Plans&Engineering
BEAM SCREWS Services,Inc.
2"X 4"SMB a 6272 Abbott Station Drive Unit 101
2"X 5"SMB B
2"X6"SMB 10 Zephyrhills,tl.33542
2"X7"SMB 10 Phone:(813)788-5314
2"XB"SMB 12
2"X 9"SMB 12 Fax:1-(866)-824-7894
OPTION#1:2"x 4"x PURLIN I 2"X10"SMB 14 HINGE LOCATION Email:erb@fbcplans.com
DEPTH RECEIVING CHANNEL W/ I I BOTH ENDS SIMILAR SELF-MATING BEAM Website:www.tbcplans.com
11 (6)#10X3/4"EA^LEG ATTACHING FOR SLOPED BEAMS, SHALL BE NOTCHED 2"x 2"EXTRUSION C.O.A.-#29054
PURLIN TO BEAM OR EAVE MAI FROIM LLSCRE ESAM SPACING FOR UPRIGHT 2"x 2"EXTRUSION DATE: 08-01-2018
MEMBER
i
.060 REC.CHANNEL MIN. /
S/B, HINGE LOCATION DOOR
2X3 SPECIAL MAY BE USED IN PLACE
OF 2X2 AND 1X2 COMBO EAVE RAIL REVISION: DATE:
2"x2"EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN o 0 3 ._3/4"
ON S-2)-ATTACHED TO BEAM RO 1
W/(4)#10x2"SMS INTO SCREW BOSS O O
oo l" �i RO2
RAIL ATTACHED TO UPRIGHT 0 RO 3
w/(2)#10x1-1/2"SMS INTO / HINGE LOCATION
SCREW BOSS
#10x1-1/2"SMS12"O.C PROJECT ADDRESS:
E #12x3/4"SCREWS NOTES:
SCALE:N.T.S. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. 38701 ALPHA AVE
ROOF BRACING CONNECTION DETAIL (SEE TABLE ABOVE) 4"(MIN)UPRIGHT 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 5/8"SMS MINIMUM. MARK WILLIAMS
3 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 5/8"SMS. FASTEN A ZEPHYRHILLS,FL.33540
1"x 2"x 0.044"TO UPRIGHT W/#12 x 2"SMS @ 12"O.C.AND WITHIN 3"FROM
END OF THE UPRIGHT.
UPRIGHT TO BEAMCONNECTION-ALL WIND ZONES
SCALE:HIS
TYPICAL SCREEN DOOR CONNECTION DETAIL CONTRACTOR:
SCALE:NTS
PATRIOT SCREENS
NOTES
S- 3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
RAk
\\\ \ -q.;p OWN OB6 V/,R E'✓
\\\+yx`.�'•/,✓fir 1 (�G f� Y'e
"1 J
I 9 Apo
t �Qn lily ç_N ______
O 1C 2 x Z - - 5 PR FE EVER SEAL
'A 4 ____
y �- ENGINEER OF RECORD
C David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
p9•.�� Q� � C Thomas L. Hanson P.E.
12•c(t FLORIDA LICENSE NUMBER:38654
C Mark Ronald Dunn,Jr.
P.E.�- FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
I Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
c:kie- /'' ` ( F OP B a BC Plans&Engineering
Services,Inc.
Q l3/rG rJ�a ZeephyrhilottStation ls, 1.3354 Drive Unit 101
j t ��• �` Phone:(813)788-5314
X� �fx r7 z Fax:l-(866)-824-7894
ti O� Email:erb@tbcplans.com
m11€1
�Y/ 1€p 1�j f/�{,�f7 s ' _ Website: 9054 cplans.com
ill /f ►f 7 Y I � kJrJ /3 �✓l�/�//Z.f y SC-a� C.O.A.-#29054
DATE: 08-01-2018
Ally 1 Rc'pQ id.X �} �v(�-hwo
/_ REVISION: DATE:
�K �IDti � RO 1
rc9`�`�� -oa RO2
f RO 3
PROJECT ADDRESS:
MARK WILLIAMS
38701 ALPHA AVE
ZEPHYRHILLS,FL.33540
CONTRACTOR:
PATRIOT SCREENS
NOTES
S-2