HomeMy WebLinkAbout20-725 D
,o
� fl City of Zephyrhills ;. &=
PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000725-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 10/08/2020
Permit Type_ : Add/Alter (Residential)
Property Number Street Address:
24 26 21 0020 00000 0240 39620 Amethyst Way
``Owner"Information Permit Information Contractorinfortnation.`:"
Name: RICHARD&PAULINE PATENAUDE Permit Type:Add/Alter(Residential) Contractor: HOMEOWNER
Class of Work:Add/Alter Residential
Address: 39620 Amethyst Way Building Valuation:$1,400.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (616)366-3910 Mechanical Valuation:$0.00
Plumbing Valuation: 0.00 �
Total Valuation:$1,400.00
Total Fees:$70.50 i
Amount Paid:$70.50
Date Paid:10/8/2020 11:33:31AM
Pioject.Description Y .. W... ,.
p
ENCLOSE CARPORT 14 X20
Application Fees
Building Permit Fee $47.00 Building Plan Review Fee $23.50
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 subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit 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 add fee 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.
ON I KAU I UK SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
xl
r.�
IW&dormsea wasprepwedby.
.Z SCV#A e6kEsq.
Fear do Asw aW,P-L
2132'inAknce1toad
Brandon,Ff d&33511
SPECMC POWEROF ATTORNEY
L Richard W.Patenaude and Pauline M.Patenaude,husband and wife,whose address is
39620 Amethyst Way,Zephyrhilis,Florida 33540,hereby appoint,Ronnie Rogers,whose
address is 39628 Amethyst Way,Zephyrhills,Florida 33540,as my attorney in fact to act in my
capacity to do any and all of the following
1. To do all things necessary to obtain.,the necessary permits for the closing of
the carport with windows and overhead doors on real property commonly known.
as 39620 Amethyst.Way,Zephyrhills,Florida 33540 and speei cally described
as:
as:
Lots 23 and 24 of THE EMERALD POINTS RV RESORT PHASE ONE,a subdivision
according to the plat thereof recorded`in Plat Book 34,PagesW-90,inclusive,in the Public
Records of Pasco County,Florida. .
Together with 1"S MEttl single wide mobHe home Title#75037503,
V1N#FLHMBPM62842524
Parcel I.D.No.:2426-21-00204)0000-0240
With full power and authority for me and in my name to sign, seal, execute, acknowledge, and
deliver and.accept any and all documents necessary to obtain such necessary permits to construct a
garage on said property.
2. With full power and authority for me and in my name to sign,scat,execute,
acknowledge,and deliver and'accept any and all documents necessary to affect
the sale and settlement of all loans necessary to effectuate such settlement and
purchase.
3. .This Power of Attorney, is not terminated by subsequent mental or
physical incapacity, of the principals except as provided in chapter 709,
Florida Statutes.This Power of Attorney shall terminate by one or more of the
following circumstances: (1)Our deaths;(2)The death or deaths of all agents
named in the fast paragraph of this Power of Attorney;or(3)The occurrence
of an event descn`bed in Section 709.2109,Florida Statutes.
The rights,powers and authority of my attorney in fact to exercise any and all of the rights,
and powers herein granted shall commence and be in full force and elect on the date of execution of.
this Specific Power of Attorney and continue irrevocably for nine(9)months.
Sworn to and subscribed before me ibis-Y Of ,2020.
)jAAcm l
Witness kichard.W.Patenaude
print ZAn
jr
Witness goinve) [flA
Pauline M.Patenaude
print name: n
STATE OF FLORIDA
COUNTY OF PASCO
I HEREBY CERTIFY that on this day before me, an officer duly qualified to take
acknowledgments, appeared Richard W. Patmaude and Pauline M. Patemude known to be the
personts desm bed herein and who executed the foregoing mshvment and aclmowledged before me
(and who did not take an oath)that he/she executed the same.
WHVESS MY hand and-official-seal m the County apd State last aforesaid this of
A nut 2o2o. Jay
44
OTARY
B�7Eali�YPn�
i
EM'ERALD
POINTE '
• - 1
Name . � �;YJt . .�.u.. ` Lot# 6
LOT IMPROVEMENT
NT .
PERMIT #
EMERALD POINTE BOARD OF DIRECTORS
APPROVED BY: DATE: zz
i
PROPERTY EVALUATION COMMITTEE
APPROVED BY: f
� DATE.
EXPII TION DATE: G
INSPECTION BY: DATE:
•FINAL INSPECTION BY- . DATE
PLEASE RETURN.TO:•LOT IMPROVEMENT COMMITTEE• ±
� o z LotImpPm - 35= 0�1.9•..
i;
• E.
Emerald Pointe lot improvement approval cover letter
You must display the green permit and city Bldg. permit
(if applicable) so it can be viewed from street, prior to
st6rting any project.
• n,
i^
Na�ne: �c gar c �,�4 Project#: 701 7_R
Lod#: Address: 31762-` lkne--L s; •
E.
Yo have been approved for your lot improvement request by the Board of
Di ectors. Please be sure to review your application copy to see if there are any
noies and changes with this approval.
Y
If Any of the boxes are checked below you need to address these issues before
proceeding with your project, or when your project is completed.
G
( ) City building permit, always check with the city to see if a permit is necessary.
( ) Call DIG (811) if you are doing any ground work.
I`
(V)Provide lot improvement committee with a copy of the city permit and drawings.
(✓) When project is completed you must turn in the green permit for final inspection.
1;
Remember if there are any chances in your plans they must be submitted before you
cah continue your project.
ti
If�ou have any questions or concerns about your project please contact
i The Board of Directors.
l
E
is
LotlmpApp-034-2019
i;
g L
`A e
R
Or
o �
_ a
1i
ly
t bs submiNedNok%rftM%VD&Mftbar %bs
tin e -A ig aoana m d*#B p b®posltd ft*o
k;
Date
„t
To: UPPQA Loth.upravement Czani.ttee a Board of Directors
e
I
Phone number a you can be aged: F2ff f6t s 0,r Yam,
tira ao- 11. -t , sAastfas in ma: 3sRCefil�at�on, on t2w foiZae 1w.
t ) :� t )�. t. )iR ftt t )�SIO&L t') ftttaae t )coocae ts SUb ( ) IIs a=
t ) coeoaao t�et t ) w " t ) samdes ORM t ) • s' ( ) otbas
an zawww s 4' otit�tae�it3aas/aoerwi)eltag am =md=d to h- a �,
todew!tiad/ t Amex=" feat is , ftonfi ftlem*uaftr » emweatien, 3Aft a
=Lsbt side eiaat seed tap alMatUM. &U &VMM UM east 1=900da aii SLOW and
"catien s or aad tioa ps,. iFi14'b lew0ft.,ari+ W 4m d belOt or tar s wsw&U *tavat sa.
C fledll" asa la�f�asdiarM tad.tZ9t Vlatmo+is-actr.. X&�3iti=# sii 'e and
nut 10011501"
and : - a 3.1l+Cst�tZ�aer � :.�Q• r' A CM of �Y
,ttmld,)ii .t asd al�P! a!'the +aoasa- ass"+t1!_
Osompl+et'WelL apt rolYtC a► tl7e�' !at the tm� downfl gs or the
a , to ;eta tf, 3fetfg�aL'ians aid!! MMI ye=dt en=wals aatst bat seldosmad to
tips Mwasid IN bat v I , 11 i#dorsirlbyi Abt wo 4*114 d.
m sat enaum e aMot fta'sans gawune s tas s)s�, ba,ght asd i+oe*"ML.
ABLgill Ril I A '2 11 51 t .t Q[T8 ! ! E s ' CI!!t t)F
BRILW.KNAGM COMM, M an= tom' VAOR=&
ate: � '• '
, Tsvn& ;iA -
A i
7
..�rrrrrlr.rrlrr.rlll�r�rlrrrlrlrr�ll r r.rr�rlori rrr�rr..rrr� , rr �
h
fat ter=s
i;.
i
• Pa�ZvfS
1:
'r
C
c
I
i`
is
14 ��
Permit No i
i
Sft setback
i�
f.
TYPICAL 361 S 6r LOT
4` With
WAAAL
is
is
i / � �
� .___.
Sk SttSetback
is 68,
Xt� � ~�
1 r/
C
n
It
I;
L
i`
LOW At dmL
O�na Dat
My
014t A#E SeAxackftMhmW oi'Catbfobuffdtttg
LS ftseMaCl4{klo coack
E
E
0
i •
�i
i
I,
is
i
Page 4 of g
i-
I'
000
rk
II
rc
Date ReCd P./ LOT IMPROVEMMT REQUEST Permit 140.70 / 173
it
Lot wrav�ii n ent Committee: AA
Recommends 6proval Date Recommends Denial Date
h,
Commdttee Oembers
Remarks:
Cr
I.
Board of Di�iectors
Approval D#e Date Denied-/-/
Board Membei8:
e VP
A"4, c4� P��dywxeS
/ja
Remarks: • A.5 40
i', _4 146.
ALL REQUESTS MUST COMPLY WITH CURRENT REQUIRED PERMITS FROM THE CITY OF
ZEPHYRHIL4S, PASCO COUNTY, OR STATE OF FLORIDA CURRENT BUILDING CODES. All
pe=its must be posted visible to the street
SEE ,''ATTACHED DRAWINGS/SKETCHES FOR ALL REQUIRED DETAILS.
Page 5 of 5
813=780-0020 ' City of Zephyrhills Permit Application Fax 813-7$0-0021
Building Department
Date Received a.Phone Contact for Permitting
Owner's,Name fP;lt Gil� �tl P. Owner Phone Number
Owner's-Address p r»2 C1 AMeAySr Owner Phone Number r
Fee Simple'Titleholder Name Owner Phone Number .
Fee Simple Titleholder Address
JOB ADDRESS J 5 (o a4-r�
G dl-"�ryi S LG1 ct, A),��S "�. .� ,�7 LOT#
/.l _ PARCELD#SUBDIVISION s �
(OBTAINEMFROMYROPERTY TAX NOTICE)'
WORK PROPOSED NEW:CONSTR ADD/ALT SIGN [� Q DEMOLISH.
R
INSTALL e REPAIR
PROPOSED USE SFR COMM OTHER I Zoif D_f, f^
TYPE OF CONSTRUCTION Q BLOCK FRAME ' STEEL Q ['
DESCRIPTION OF WORK f
�77 I
BUILDING:.SIZE _l yx.�U �,SQ FOOTAGE• t�4 6 HEIGHT
/�a'a VALUATION OF TOTAL CONSTRUCTION
BUILDING . $ 1 f/
=ELECTRICAL $' AMP-SERVICE: • �PROGRESS.ENERGY 0 W:R.E.C.�.
=PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS 0 ROOFING Q;" SPECIALTY . :.OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA -=YES NO '
BUILDER /�N'"'` COMPANY
SIGNATURE 'REGISTERED . ":Y/ N J .Y/N
Address .31�:�20 �.. 8 �l(,72 ; ' r �I�S/�I ' License•#.—F 7. .
ELECTRICIAN' :COMPANY : .. ti
SIGNATUR9 REGISTERED:" ,,,Y:/ N - FEE CURREP. Y./N.
Address F77 License#,E
PLUMBER COMPANY
SIGNATURE REGISTERED Y!:N. 1 , FEE CURRFN
Address. '.License# F
MECHANICAL: COMPANY.
SIGNATURE REGISTERED Y/ N FEE'CURRER'
Address: •License#' � '
OTHER COMPANY, `
SIGNATURE REGISTERED Y/'N'` FEE CURREA" Y'/N""`
Address', License# ^: a
if-
RESIDENTIAL Attach(2)Plot Plans;`(2)'sets of:Building Rlans;(1:)set ofEnergy Fonns;R=O�VV'Permit"foi:new construction, '
Minimum ten(10)working days after subniiftal date. Required onsite,'Construction Plans,Stormwater Plans.w/.Silt FanCe
-, Jnstalled-.
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisians/large projects-
COMMERCIAL Attach"(2)complete sets,of Building Plans.-plus a:L'ife Safety Page;(1)set of-Energy.Forms..R-O-W.Permit far new construction.-, .:.
Minimum ten(10).w9rking days after subr*tittai date:"Requited onsite,Construction Plans;Storrriw6Wr:Plans,w/Silt,Fenceinstailed;
Sanitary Facilities&''1::duinpster::Site Work,Perrnit for.all-new-projects.All commercia/requirements must meet compliance . .
SIGN PERMIT Attach(4).sets-of•Engineered Plans.
""PROPERTY SURVEY:required for all NEW,construction.
Directions.
Fill out application completely.
Owner&Contractor sign,back of application,notarized
If over$2500,a Notice of.Commencement Is required. .(XC:upgrades over$7500)
" Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy,of contract required)
Reroofs if shingles Sealers Service Upgrades A/C Fences(Plot/Survey/Footage)
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 maybe more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed.restrictions.
UNLICIENNSL b*CONTRACTORS'AND'-CONTRACTOR RESPONSIBILITIES:'',If.,th'e:-own'er- has,,hired a�tontractor'zor
contractors-to undertake-work,,they may-be required4o 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-risidern'eanor violation
I '
under.state-law. If the.owner or.intende&contractor-�are uncertain as to what-licensihg requirements may appjyfor.the
intended work, they are advised to contact the Pasco County-Build.I.ng.tinspection Division--Licensing Section at 727-847-
8009. Furthermore,.if the owner has hired:a contractor or contractors, he is advised to have the contractors) 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 bean indication that he is not properly licensed and Is not entitled to'per-mitting-privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES'IMPACT AND,RESOURCE.RECOVERY FEES: The undersigned,understands
that Transportation Impact Fees and-Recourse Recovery-Fees:mayapply-to.the,construction.of new buildings, chango,;of
use in existing buildings, or expansion of existing buildings,-as specified in:Pasco'County Ordinance-number 89-07.and
90-07i--asamended. The-undersigned.-also understands,.that-such fees, as may be_due, will be identified at the-time.of
permitting. It is.furt.her'und6rstood,ihat-'Tr.'ans'p6rtation.-I,mpact Fees and Resource Recovery.Fees must be.paid.prior to
receiving a "certificate of.occupancyn or.final power release. If the.project does--not,involve a certificate of occuparipy.-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 6ccordance1with applicable.Pasco County ordinances.
CONSTRUCTION'LIEN'LAW,(Chapter,713,,Florida Statutes, as.-Lamended ': if valuation of Work Is$2,5,,00.00.or more, I..
certify-that-I the:-applicant;.--have-been-,provided with ,a-copy-of the...uFlorida*Construction--Lien 1-6w—Hdrnedwrid.t's
Protection Guide" prepared by the Florida Department of Agriculture and-Consumer Affairs. If the applicant is someone
other than the"owner",-I'tertify that-I have obtained a copy-of-the above described document-and.promis.eAn go0d'faith to
deliver it to the"owner":priouto commencement.
CONTRACTOR!SIOWNEWS:AFFIDAVIT:'..1,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, ±onihg.'and,'Iarid'd6velooment. 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.Aevelopment-iregolatibiis 16-the jurisdiction.: 1;also
certify-that I understand that the regulations of other:government agencies may ap
ply 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,Water/Wastewater,,.Trpatment.
Southwest Florida Water..Management I District-Wells, Cypress Bayheads, Wetland Areas;- Altering
Watercourses;--
Army Corps of-Engineers-Seawalls;1)6cks,�Navltlable Waterways.
Department of Health & Rehabilitative S�#f�vices/Ehvironmental--Health7Unit;-Wells, Wastewater Treatment,
Septic Tanks. , -t-
US7EnvironmentaliProtection-Ag pricpAsbestos,pbatement.
Federal Aviation Authority-Runways:
I understand
rstand.that the-following restrictions apply to the use of!fill:
Use of-fill'is not allowed ihiFlodd rZ,6ne W"drilessexpressly permitted.
If the-fill material lsAo be used.inFlood Zone "A"i it isunderstood.-that-a--dralhage-.,.plan addressing a
compensating volume"-vAI1,;be.rsubmitted-at time of permitting whleh is prepared by a professional engineer
licensed by the State of Florida.
If the filLmaterial is,.to be.used.in Flood Zone-W!in-connection with a permitted"building. using stem.-wall
construction,'I certifk4haiffill will biuied,only to fllll'the-ar'.ea-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-ofAill is.found 4o-adversely affect.adjacent properties, the owner may-be-.cited'for violating
the conditions of the building permit 46sUeid..under-.the attached-permit-application, for lots-less than one (1).
acre which are elevated-by-fill, an engineered-drainage plan,js required.
If I am.the AGENTFOR THE-OWNER, I promise-In-good faith-t6inform4he owner of the-permitting-conditions-set forthin
this:affidavit.prior to commencing construction. I understand_that'cl,separate permit"mayabe*required for electrical work,
plumbing,-:..-signs, -w-ells,-poolLs, air_conditioning,_gqp, 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-t.e.chnical-codes,,:-nor.shall.issuance of.a permit prevent the Building official from thereafter.,-_
requiring,a-correction of.errors..in plans, construction or violdtidins-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 lf'wotk-authorized by
the permitis siuspend6d-or abandoned-for a-period-of.six(6)months-after.-the-time-the.work-is commenced., An-exterision
may be requested,-in writing, from the Building Official for:aL period not to exceed ninety.(90) days and will demonstrate
justifiable cause for'thi3 extension. Ifv6rk'ceases-for:ninety(go)consecutive days,the job is considered abandoned.
WARNING TO:OWNER: YOUR FAILURE TO,RECORD A,NOTICE-OF COMMENCEMENT MAY RESULT;JNYOUR
PAYING-TWI.CE-FORlI.MPROVEMENTS,TOYO.UR PROPER T, . .17:,Y INTENWTOX BTAIN,FINANCING1;.CONSULt
WITH,YOURLENDER..ORIAN,ATTORNEY,�SEFORE,RECORDINGYOUR:NdTl6E.6�-CCMMtNCtktkt. 'F.S.'-117.03)-FLORIDX-JUA AT-(
OWNER OR,AGENTr\) a � CONTRACTOR
Subscribed and'SWO r,affirm"o - fq0`meAhl& Subscopacl and,pWb1m,t (0 eid)b e:methls
by 'bY
o is/are personalig know-6 t6 M6 or h) ave prod-aced Who is/are'p6rsohdll "nvin'to me,orl has Mave produced
as Id ratification. as identification.
Notary Public NotatyPublic,
Commission No. Commission No..'.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
- 1
I HEREBY CERTIFYTHAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
General Notes HOT DIPPED GALVANIZED. 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR
A.CONCRETE&FOUNDATION DESIGN: EDITION RESIDENTIAL&EXISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 DOLT DIAMETER AND INTO STRUCTURAL FRAMING(G=.42 MIN.). 5. PAVERS ARE UNDER ALUMINUM MEMBERS FS THEY SHALL
PSI MINIMUM 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, f�"
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST. y
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE '^.
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED G... s 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO OTHERWISE.
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED `
Q CIRCUMSTANCES LEXPANSION
N DRIVING WITH A HAMMED.
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 _4
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
BE 3000 PSI MIN.,2"MINIMUM THICKNESS. GRADE#5 OR BETTER ZINC PLATED. CARPORT,SHED AND CONCRETE
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. B.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 FDESIGN DATA:
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST 130MPH PROFESSIONAL ENGINEER SEAL
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. )'314". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
AIRENTR.AINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS RISK CATEGORY: I ENGINEER OF RECORD
WATER REDUCING AGENT-ASTM C 494. G-185 3. WIND EXPOSURE: B
CLEAN POTABLE WATER 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. INTERNAL COEFFICIENT: +/-.18 David W. Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" FLORIDA LICENSE NUMBER:53608
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 5. WIND LOADS:
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART I, E.REFERENCE STANDARDS: SOLID ROOF(MWFRS): 20 PSF Thomas L.Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS COMPONENT&CLADDING PRESSURES: FLORIDA LICENSE NUMBER:38654
RECOMMENDATIONS. ASTM E 119 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF
I1.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF Mark Ronald D r r. P.E.
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-16
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B FLORIDA LICENSE 8
SPALLING OR OTHER DETERIORATION. ASTM C94 6. EXISTING 4"CONCRETE SLAB,W/ 3000 PSI FIBERMESH AND FOOTER,
ASTM C150 PROPOSED ISOLATED CONCRETE FOOTINGS PER DETAIL,
B.MASONRY: ASTM C33 SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. Joel Fag�� P.E.
ASTM C260 7. SOLID ROOF TYPE: 3"X.024 COMPOSITE PANEL FL#7561 OR E IUIV.
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 FL L t i mIUMBER:70667
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 E - wart P.E.TYPE M OR S MORTAR ASTM A185 FLORIDA LICENSE NUMBER:77605
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL ALUMINUM STRUCTURAL MEMBERS
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING AIG !WORK SHALL COMPLYWITH I�RE�IAILI�I
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-01,"IN F.ABBREVIATIONS:
HEIGHT. THEFOLLOWINGLISTOFABBREVIATIONSISNOTINTENDED HOLLOW SECTIONS
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT ____________ ODES FLORIDA I�Uii.DING CODE,
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 2:-------------------- -------2"x 2"x 0.044"
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ` x 2:---------------------------------------3"x 2"x 0.050" ATIONAL ELECTRIC CODE, FBC Plans &Engineering
MFN]MUM REQUIIREMENTS OF 6005-TS FOR ALLOY WITH A 2.SIM--SIMILAR F 2 x 3: 2"x 3"x 0.050" ND THE CITY OF ZEPHYRHILLS Services, Inc.
3.LION--UNLESS OTHERWISE NOTED i 2 x 3:---------------------------------------2"x 3"x 0.070" 6272 Abbott Station Drive Unit 101
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. €-r>- RDINANCES
2. WHERE KICK PLATES ARE USED A M N]NIUM THICKNESS OF 4.CONT--CONTINUOUS ter;t 2 x 4:---------------------------------------2"x 4"x 0.050" Zephyrhills,f..33542
0.024"SHALL APPLY. S.VIF--VERIFY[N FIELD "•>' 2x5:---------------------------------------2"x 5"x 0.050" Phone:(813)788-5314
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO'PART 1-A- ( i Fax:1- )G.RESPONSIBILITY: �' (866-824-7894
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE
STRESS DESIGN'OR"PART 1 B-SPECIFICATIONS FOR 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED <� :. OPEN BACK SECTIONS Website:www.fbcplans.com
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING a email:erb@fbcplans.com
ALUMINUM STRUCTURES-BUII.DING LOAD AND RESISTANCE 1 x 2:----------------------------------------1"x 2"x O,040" `�
CODES,LOCAL ORDINANCES,ETC.
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 1x3:----------------------------------------1"x 3"X 0.045" ze ..
MANUAL PREPARED BY THE JMASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN e' DRAWN BY: SB
INC.WASHINGTON D.C.THE FLORIDALORIDABUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD SNAP SECTIONS ` DATE; 3/19/19
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS. 2 X 2 Sna '
}`��
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
EDITION p:----------------------------------2"x 2"x 0.045"
SEPARATION' 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 2 x 3 Snap:--------------------------------2"x 3"x 0.050" REVISION: DATE:
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR 2 x 4 Snap:---------------------------------2"x 4"x 0.045" RO 1
4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
THAN #1 SMS 6"FROM THE ENDS AND 12"ON CENTER IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND
USING#12 SPACINGICPANE 24"ON CENTER MANUFACTURER SELF MATING(SMB) %I 0 RO 2
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 4 SMB:----�-------------- 2"x 4"x 0.044"x 0.100" REVIEW DATI ft
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING tLl• RO 3
'REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" CITY OF ZEPHYRH
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACID SO IT IS ENGINEERING PRACTICES. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" PLAN E�gMINER RO 4
VISIBLE WHEN PANEL IS INSTALLED. 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
D.FASTENERS: H.MISCELLANEOUS: 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" PROJECT ADDRESS:
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB: --------------------- 2"x 9"x 0.072"x 0.224" /p�Te Ad 4)d
300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRO-FAR HOME 2 x 10 SMB:------------------- 2" 0.374"x 10"x 0.092"x MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIORQ �Q-I Mr/�
WITH ACQ PRESSURE TREATED WOOD. TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL ZEPHYR HILLS FL
z HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED
FLAT WASHERS AND NUTS. ON THE MANUFACTURED HOME EMERALD POINT LOT
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTt RAWL, 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING CONTRACTOR:
a.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
R 4501.17 IN ITS ENTIRETY.
3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 HOMEOWNER
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
NOTES
+ ra I I HEREBY CERTIFY THAT I HAVE REVIEWED
12"APPROX. S.M.B. DEP11 S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT THIS PLAN AND FOUND IT TO BE IN
"H" WALL "T" "N" SIZE CAPACITY COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
COMPOSITE PANEL ATTACHED 4" .045" .06" 2 3/ BOLTS, NUTS, WASHERS 1,720 LBS EDITION RESIDENTIAL&EXISTING
TO HEADER WITH#12 X 3/4" 5" .050" .06" 2 3/8" BOLTS, NUTS, WASHERS 2.550 LBS
WASHER/SEAL HEAD SCREW, 6" .050" .06" (3) 3/8" BOLTS, NUTS, WASHERS 2 550 LBS
TOP AND BOTTOM @8"O.C. 7" .055" .O6" 3 3/8" BOLTS, NUTS, WASHERS 3,500 LBS
7" .055" .09" 3 3/8" BOLTS, NUTS, WASHERS 3,600 LBS
EXISTING ALUMINUM FLASHING 7" .055 .125" 3 3/8 BOLTS. NUTS. WASHERS 4,500 LBS
ROOF ATTACHED W/#10 X 5/8" 8" .072 .06" (4) 3/8" BOLTS, NUTS, WASHERS 5.500 LBS
TEK SCREW 8" .072 .09" 4 3/8" BOLTS, NUTS, WASHERS 7,000 LBS
072 .125" 4 3/8" BOLTS, NUTS, WASHERS 7,000 LBS
COMPOSITE
9" .072 .06 4 3/8 BOLTS, NUTS, WASHERS 7 000 LBS `�PANEL ROOF
' ' 9" 072 .09" 4 3/8" BOLTS, NUTS, WASHERS 8,900 LBS
9" .062 .125" 4 3/8" BOLTS, NUTS, WASHERS 9,500 LBS
- 10" .092 .125" 4 3/8" BOLTS NUTS WASHERS 11 000LB5
rs NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER '.._
EXISTING -#12 TEK SCREW AND 1-114 0 NEOPRENE {%`- SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
HOST WALL WASHER @ 8"O.C.PER PANEL
(USE SCREW LENGTH EQUAL TO COMPOSITE
PANEL THICKNESS PLUS 1"MIN) '=r FASTEN COMPOSITE PANEL TO BEAM WITH
Fn` #12 TEKS WITH 1-1/4"O NEOPRENE WASHERS 3"X 48"COMPOSITE PANEL
N 3/8"THRU BOLTS,NUTS, t•_ PROFESSIONAL ENGINEER SEAL
'' @ 8"O.C.PER PANEL(USE SCREW LENGH EQUAL
AND WASHERS PER CHART TO COMPOSITE PANEL THICKNESS PLUS 1"MIN.)
2x4TH WALL SMB
_ ENGINEER OF RECORD:
ALUM. POST PER PLAN LI David W. Smith P.E.
PER PLAN
FLORIDA LICENSE NUMBER:56O8
Thoma I� Ison .E.
4TH WALL CONNECTIONS (N)318"THRU BOLTS,WASHERS, -2X SMB PER PLAN �_
AND NUTS,CORROSION RESISTANT, FLU.:D i! ENSE NUMBER:38654
COMPOSITE ROOF, POST AND BEAM TYPICAL(SEE CHART) ALUMINUM POST PER PLAN
Markonald Dunn,Jr. P.E.
FLORIDA LICENSE NUMBER 73968
COMPOSITE ROOF, POST AND BEAM CONNECTION Joel Falardeau P.E.
ALUMINUM POST PER PLAN FLORIDA LICENSE NUMBER:70667
(2)3/8"HEX HEAD THRU Erik Stuart P,E.
FASTEN POST TO CONCRETE BOLT,WASHER,AND NUT
WITH INTERNAL BASE AND CORROSION RESISTANT ® FLORIDA LICENSE NUMBER 77605
(4)3/8"CORROSION RESISTANT
CONCRETE ANCHORS WITH 11 GA.INTERNAL ALUMINUM ® 2"X H"SMB FBC Plans &Engineering
2-3/4"EMBEDMENT MIN.AND BASE PREDRILL VERTICAL ® Services, Inc.
3"EDGE DISTANCE MIN. FLANGES
6272 Abbott Station Driae'Unit or..
2"X 3"KNEE BRACE Zephyrhil`l's,fl.3342
Phoned 13 788:5 4
Fax:1-t84.6 24-7894
Website:www.fbcplans.com
C.O.A.-#29054
ALUMINUM POST TO CONNECT KNEE BRACE TO
CONCRETE SLAB CONNECTION COLUMN/BEAM WITH.060"RECEIVING
CHANNEL OR GUSSET PLATE. DATE: 3/19/19
FASTEN W/(3)#10 X 314"TEK SCREW
AT EACH CONNECTION POINT REVISION:
` - ALUMINUM COLUMN RO 1
PER PLAN
- RO 2
KNEE BRACE CONNECTION
R0 3
POST PER PLAN R0 4
FASTEN SMB TO RECEIVING
CHANNELW/#10x3!4"TEKS JOB NAME &ADDRESS:
FOR FOOTING SIZES OVER 18" (1 SCREW!INCH OF BEAM SHEIGHT)
TAGGERED 7`e iV Crud e
• IN DEPTH(2)#5 X 12"REBAR
CROSSWISE THRU POST ¢ (�A j4$1 't fi J f GDQ f
r,.•� f 4"-6"FROM BOTTOM OF POST f
,�' 2X SMB PER PLAN : I ZEPHYRHILLS FL
• EMERALD POINT LOT a'
'WI r CONTRACTOR:
ALUMINUM POST
MIN.060 RECEIVING CHANNEL PER PLAN HOMEOWNER
ISOLATED FOOTING FASTENED TO POST W/#10x314"TEKS
(1 SCREW/INCH OF BEAM HEIGHT)
SEE PLAN FOR SIZES STAGGERED
BEAM TO POST CONNECTION ` CARPORT DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
ALUM FLASHyJG THIS PLAN AND FOUND IT TO BE IN
FIRST R W 0FMSHINGLDER
ESS COMPLIANCE WITH ASCE 7-10&FBC GTE
OR UNDER DRIP EDGE EDITION RESIDENTIAL&EXISTING
#8 X RESIST.
ALL PURPOSE SCREW _
ATTACH ALUMINUM BEAM TO WOOD f `� ,.
WALL WITH 1-3/45d-3/4N.060 MIN. F_:%mac ->
INTERNAL OR EXTERNAL U CHANNEL (-• .
DBL. 2"X4" WOOD TOP PLATE
I I 2XH SMB r
4TH WALL BEAM �-�
VV --- - FASTEN INTERNAL OR EXTERNAL - f
Z CHANNEL TO STRUCTURAL WALL ,•T -
#12 TEK WITH 1-1/4"H NEOPRENE FASTEN RECEIVING CHANNEL 2 MEMBER WITH 1/40 x2"LAG SCREWS, t``
EXISTING HOST TO SMB W/#10X314"TEKS, t PER 2 INCHES OF BEAM HEIGHT
WASHER @ 8"O.C.PER PANEL(USE I SCREW PER INCH OF BEAM HEIGHT LL
SCREW LENGTH EQUAL TO COMPOSITE STAGGERED PRODUCT APPROVAL CODE CHART
PANEL THICKNESS PLUS 1"MIN.) 3 STRUCTURAL COMPONENTS
SIMPSON SPt SP2 FL10456
BEAM TO WOOD WALL CONNECTION SIMPSON H4 2.57 FL10456
FASTEN 2X OF SHED WALL TO EXISTING SIMPSON Hi OA FL11478
HOST WALL WITH 1/4"0 X 4"LAG SCREW @16'O.C. V SIMPSON DSP FL10456 PROFESSIONAL ENGINEER SEAL
2"X4" WOOD STUDS ® 16" D.C.
SIMPSON SPH FL10456
SIMPSON ABU ABW FL10849 ENGINEER OF RECORD:
SIMPSON LSTA/MSTA FL10852
WOOD 4TH WALL ROOF CONNECTION SIMPSON C516 FL10852 David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
ALL CONNECTORS AND FASTENERS IN CONTACT
W/TREATED WOOD SHALL BE ZINC COATED Thca� L. Hnson` '.E.
ALL WOOD STUDS GALVANIZED STEEL OR SIMPSON 'ZMAX'
FL0I�ItICENSE NUMBER 38654
O BEARING SE SPAN SP JACK AND BLOCKING FOR
Mark Ronald Dunn,Jr. P.E.
SUPPORTING 2 2"x4' 4'-4• 1
ALUM. PAN ROOF 2'xs' 6 • WALLS SHALL BE 2X6
FLORIDA
. LICENSE NUMBER:73968
2 '-4 1 �
(2) 2-x6" 8'-0 1
(z} 2"x10" g'-g- 2 .'"�
Joel Falardeau P.E.
(2) 2'x12• 11'-e- 2 SP2 OR H2.5T FLORIDA LICENSE NUMBER:70667
DBL HEADERS W//" PLWD. SPACER, GLUED &
NAILED W/16d NAILS C 24" O.C. (2 ROWS FASTEN COMPOSITE PANEL TO TOP PLATE NOTE: VINYL SIDING MUST BE INSTALLED Erik Stuart P.E.
STAGGERED) WITH 1/4"0 LAG SCREW WITH 1-1/2"0
NEO-WASHER C 8" O.C. WITH 1-1/2" OVER A MINIMUM 7/16" FLORIDA LICENSE NUMBER:77605
2X CRIPPLES @ 16"O.C. EMBEDMENT WOOD STRUCTURAL PANEL'SHEATHING
DBL 2X TOP PLATE (ONLY NON-TREATED (PLYWOOD OR OSB) WITH AN APPROVED
WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE WEATHER RESISTIVE BARRIER PLACED FBC Plans &Engineering
UNDER THE SIDING. Services, Inc. g $
DBL.2X HEADER WITH IMPERVIOUS MOISTURE BARRIER) _ -
1/2'PLYWOOD SPACER
PERTABLE DBL 2X HEADER WITH 1/2" PLYWD. SPACER 6272 Abbott Std on'Dr'veUnit101
OVER WINDOWS/DOORS. SEE HEADER TABLE 2X BLOCKING FOR PANEL SPLICE WHERE Zeph.- i-I s 1133542
WALL HT. EXCEEDS PANEL LENGTH
INSTALL WINDOWS PER MANUF. Phone:(810788-5314
WSIMPSONLSTA STRAPS OR EQUIV INSTALLATION INSTRUCTIONS Fax:1-(866)-824-7894
APPLIED PER MFGR'S SPECS. WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. IN C.O A.-e: cplans.com
1/2" PLYWOOD OR OSB C.o.A.-#29054
SHEATHING SHALL OVERLAP BOTTOM AND FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM
2X JACK STUD PER TABLE TOP PLATES. COVER WITH APPROVED PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP
ATTACH TO CONTINUOUS STUD WEATHER RESISTANT BARRIER SUCH AS A BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED DATE: 3/19/19
w�163 NAILS(�24'o.C. POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. PER MFG.'S SPECIFICATIONS.
REVISION: DATE:
WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP
VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. TO BOTTOM PLATE (8'-0" OR LESS) SIMPSON STUD RD 1
INSTALL WINDOWS/DOORS
IN OPENINGS PER MFGR'S 2X WOOD STUDS @ 16" O.C. PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND RD 2
INSTALLATION INSTRUCTIONS EACH SIDE OF OPENINGS, AND SHEATHING IS NAILED PER
2X P.T. BASE PLATE PANEL NAILING NOTE. RD 3
1/2"0 WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON R04
SIMPSON DSP,SPH OR EQUIV. CORNERS, 6" FROM OPENINGS AND 24" D.C. WITH 4" MIN. SP1 OR H4 STUD PLATE TIES ARE REQUIRED AT ALL STUDS.
APPLIED PER MFGR'S SPECS. EMBEDMENT AND 1-3/4" MIN. EDGE DISTANCE TYP.
JOB NAME &ADDRESS:
4" 2500 PSI CONCRETE SLAB WITH 6"X6" #10 WWM
PER R318.7 GRADE 3jjjjjjjjI1i'
; (OR FIBERMESH) OVER 6 MIL POLY VAPOR �Q �C/tlGtGo�e
CONCRE BELOWBARRIER W/EDGES LAPPED 6" & SEAMS TAPED,FRAMING FOR OPENINGS WITH HEADER N GRADE PER R4o3.1
?� OVER CLEAN, COMPACTED, TERMITE TREATED SOIL.
ZEPHYRHILLS FL
EMERALD POINT LOT
2 #5 REBAR CONT.
ON 3" HIGH CHAIRS 2-
CONTRACTOR:
FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 & B1809.4.
HOMEOWNER
WALL SECTION/DETAILS
WOOD FRAMED SHED
TIFTATT.C