HomeMy WebLinkAbout20-22799 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22799
BUILDING PERMIT
PERMIT4NFORMATION LOCATIONINFORMATION"
Permit Number: 22799 Address: 38223 EUCALYPTUS DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s):12 & PRT 1 Block: Section:
Square Feet: Subdivision: DRIFTWOOD
Est.Value: Parcel Number: 02-26-21-0270-00000-0120
Improv. Cost: 5,000.00 OWNER INFORMATION
Date Issued: 5/26/2020 Name: HILT, CLAIRE
Total Fees: 97.50 Address: 38223 EUCALYPTUS DR
Amount Paid: 97.50 ZEPHYRHILLS, FL 33542
Date Paid: 5/26/2020 Phone: 813-788-1542
Work Desc: CONSTRUCT SCRN RM W/ALUMINUMN ROOF ON EXISTING CONCRETE
CONTRACTOR(S) APPLICATION FEES
KEITH REEVES CONSTRUCTION INC BUILDING FEE 97.50
Ins pectio s Required.
FOUT-ER 2ND ROUGH PLUMB misc INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER misc.
ROUGH ELECTRIC LINTEL misc misc.
1ST ROUGH PLUMB PRE-METER INSULATION WALL misc.
DUCTS INSTALLED WATER misc DRIVEWAY
PRE-SLAB SHEATHING misc. misc.
CONSTRUCTION POLE-,-FRAME misc. misc.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four 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.
CONTRXdfOR SIGNATURE PERMIT OFFICZR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: &yX
Date Received: (— 2,�2a
Site: SS223 A�
Permit Type: c?-r/l e,' � j s
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments:
This comment sheet shall be ept with the permit and/or plans.
Kalvin Swit�er / s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permitting
Owner's Name C I CA , 0 1 Owner Phone Number AM``953
v `L
Owners Address 1 ',38223 E{ L�'t`W 3. p p` Owner Phone Number
Fee Simple Titleholder Name Q 1 1�Q V M - R� I Owner Phone Number
Fee Simple Titleholder Address I L V �a L 6
JOB ADDRESS "g�yf— � LOT#
SUBDIVISION
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED 171
NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME c= STEEL =
DESCRIPTION OF WORK ) LL)
BUILDING SIZE b y 0 = SQ FOOTAGE C) HEIGHT
C>E'C'i'Ei'3C'4Tt��E"a- r
=BUILDING $ C;�iy/1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ (/�`' AMP SERVICE = PROGRESS ERGY = W.R.E.C.
=PLUMBING $ 1 C�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 01A)
(/ � �♦i
v r
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER &ej� OMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address (N License# V T
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address F License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Addres I License#
1 1.1 1 1 a 1.1.11 1'1 1.2 1 IF.€.11 s 1.11 1.1 1.91 i 1_l.l 11_1 2.€i.1.1 1.1 1 1111.9 a 1 1 i..l.a 1.1 1 1.1.1.1 t a tt III I 1_I'
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Slit Fence installed,
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 application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.(A/C 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 Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways-needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 property 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 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"certificate of occupant+'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 I,the applicant,
have been provided with a copy of the'Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",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 Environmentally Sensitive
Lands,Water/WastewaterTreatment.
- 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:
- 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
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me this S bscribed and swon,4 (or affirmed)pef trig ��
by 4LZZ�1�0 Y J' %J)QM ^ � �LC�3
Who is/are personally known to me or has/have produced 11Vho is/are rsonally know me or has/have produced
as identification. as identification.
Notary Public C �Notary Public
Commission No. Commission No.
Name of Notarytyped,printed or stamped
typ p pea Name of Notary typed,printed or stamped
MEUSSABALLACIONN
''m..r_.•.; Aa'CC:r ISSION 9 GG 224214
G7=!; S:June 10,2022
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INSTR#20200677GG OR BK 10091 PG 2324 Page 1 of 1
04/24/2020 11:38 AM Rcpt:2156315 Rec: 10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco.County Clerk&Comptroller
Permit No. Pmoal ID No 62 iC—GL—V Z P V 0000 d 1ZO
NOTICE OF COMMENCEMENT
State of F ar►`Joy Countyef Pa Sl' o
THE UNDERSIGNED hereby gives native that improvement wUl be made to certain real property,and In accordance with Chapter T13.Florida Statutes, ( ( ,y^1
the following information is provided In this Notice of Cam T i� y{1 (�/ ry ri 1 Id j,W C l 1p{�lJt L 13 br
1. Description of Properly.Parcel Identification No 3 V VV v r• �-+�1
.StreetAddress: �Orcluptu5 t>r FL a 535aPG)06
a Gennen d Description or improvemerd cln i T
i ' ►! dn&nAeA
3. Owner I OR or I.esvea Ira the Lessee cordraded(or the cnprovemertt
e ^ 1
Address city 0,
Interest In Properlyf D W/UC9 e
Name of Fee Simple Titleholder.
(Uditentfrcrrr Owner fisted above)
4. Canfrador Q/ �ri`�V�✓ I State
e e C a K
Address I /� city Stare
OoratractYs Tdepinorte No.:
S. Surety.
Name
Address City State
Amount of Bond:$ Telephone No.:
B. Lender.
Name
Address city State
Leader's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whon notion or other documents may be served as provided by
Section 71&13(1)(a)n Florida Statutes:
Name
Address City Slate
Telephone Number of Deed Persorn:
a. In addition to tdmseli,the owner designates of_
to receive a copy of the Lienare Notice as provided in Sedan 713,13(1)(bl Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. E)*Ww date of Notice of Concnenemmerd(the expiration data may not be before the odmptetion of construction and final payment to the
contractor,butwm be one yearfrom the data of recording unless a di fererd data Is spedfied):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER.713, PART 1. SECTION 713.13, FLORIDA STATUTES,AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under t�errsrrY d per)nay,1 declare tint I Frsve read the(ongobg rndice of carnnnerncanwx and that the fsch stared timahn are bus to the bet
of my Imewledoe end belief
STATE OF FLORIDA 61 L�Jz /m ` r
COUNTY OF PASCO ����++++ ,A
Signature of Owner or Lessee,or Owner's or Lessee's Autnorded
Ofiioer0realu.ddP�ParhnedManager
SFWR4(xyG TCrtiale!Op�
The foregoing Instrument was admowted&d before me Ws j1dayd btj t t 2(Ig�by l-l C .I fit H'1 IT
1 1 ( es' n t uifl Pf uNta
(type orsrity,e.g..officer,trustee.attorney In fact)for
f'Ti I-r' - ( party an of instrument was exeaded}
Personally Known o M Produced Identifi Ndary Signature
Type oflderd(Ir�Iw Produced nridrtQ�ylWrStit i��Name(PrIM) � �J1117P- ,Vi
',;ii -•,,. ',, y Julie Leach`
NOTARY PUBLIC,
-+STATE OF FLORIDA
Ctxnrrl#GG311482
e t Expires 4/23/2023
cmnerd049
DESIGN CRI TERIA:
N TRA C TOR: DESIGN AL UMINUM EXCHANGE
Applicable Codes Regulation and Standards
1. The Florida Building Code 6th Edition 2017 .
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
2. AA ASM 35 an Specifications for Aluminum Structures,
Port 1—A and 1—B of the Aluminum Design Manual
prepared by The Aluminum Association, Inc. Washington,
D.C.,2010 Edition
3 ASCE 7-10.
Wnd Loads
1. Building Occupancy Category, Paragraph 1604.5 and
Table 1604.5: Category 1 . 2X5
2. Basic Wind Speed Table, Table 1609 State of Florida 7'-6" 2X3
Debris Region & Basic Wind Speed, Paragraph 1609.3 2X3 TYP.
and Table 1609.3.1 Equivalent Basic Wind Speed:140MPH 8'
V—ultimate Exposure Category, Paragraph 1609.4.3: C
3 Building Category for Aluminum Structures, Paragraph
2002.6: Building Category 1. 2x2
Specifications
The following specifications are applicable to this project.
1. Aluminum extrusions shall be 6005 T5 Alloy $ 30' $'
2. Fasteners are required to be SAE Grade 2 or better
zinc plated.
3. 110 screws 6" from ends and 24" center to center.
1. Door location shall be determined by contractor in the
field. II It
2x3 6, 3" COMPOSITE 2x3
2x2 ROOF 2x2
HOUSE
CONTRACTOR SCALE 1/B" = 1=0"
KEITH REEVES CONSTRUCTION, LLC
CRC �f'042498
813-997-1410
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
RICHARD G.MARCEAU, P.E.({64466)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL W. STEP REVIEW DAT
Ph '. 715-781-1822 CITY OF ZEPHYR IL
PLAN EXAMINER
I HEREBY CER77FY THAT I HA VE R VIEWED
AND SUPERNSED THE ATTACHED DESIGN
PROJECT ADDRESS AND FOUND IT TO BE IN COMPLIANCE Wl7H
THE 2017 F.B.C. RESIDEN L 6TH EDITION
CLAIRE HILT
38223 EUCALYPTUS DR
ZEPNYRHILLS, FL
HILLSBOROUGH COUNTY
RICHARD G MARCEAU, P.E.(*64466
S0NEY FM LLC, CA9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL.'D. STE P _
TAMPA, FL 33647
Ph.# 715-781-1822 PLAN
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS SELF MATING (SMB) GUSSET OWE,90NS a- BEAM
2X2:2 X2"XO.044" 2X4 SMB: 2X4'XO.044XO.100" 16 X 6 22- #10 x3/4
2X3.•2 X3 XO.050" 2X5 SMB: 2"X5"XO.050"X0.100" 16 X 4
2X4:2"X4"X0.050" 2X6 SMB: 2"X6'XO.055X0.120" • • • • • • • • • 2X3 2X3-. •
2X5:2"X5"X0.050" 2X7 SMB: 2"X7"XO.057XO.120" .
j 2X8 SMB: 2"XS X0.072'X0.124" , , , , , , , 0 A 0 • '�
OPEN BACK SECTIONS 2X9 SMB: 2"X10X0.092X0.398
1X2:1:X2"X0.040" RECEINNG CHANNEL
RECEI NNG CHAAN�1£L
» » GIRT EACH
X3/4'auto W/2 pax3/4"INTO
1 X3. J X2 X0.045 /70X3/4 INTO 2 X(3) GIRT EACH SSE&(3) T
SELF-MATMfO BEAM-NOTCH JlOX3/4"WTO 2 X 3
SNAP SECTIONS FOR UPRIGHT
2X2 Snap: 2x2 x0.045" e e wAw 3/4'o.C. #10x3/4'
» » EXTERNAL GUSSET DETAIL
2x3 Snap: 2x3 x0.050 SCALE N.zs UPRIGHT TO BEAM CONNECTION DETAIL SLOPED PURLIN CONNECnav DETAIL
2x4 Snap: 2x4x0.045 SC N.TS [:≥I SCALE N.T.S 3
X - DOES NOT APPLY TD THIS JOB
WIND PRESSURES. (9)#to X 3/4.pus (l) #10X2
FROM TABLE 2002.4 FBC 1/8'PLATE ON (2)-#10"x 2"SCREWS •'24 aC
/ 1/4"It x 2' -1/2 45 ,wq f THRU EXTRUSION (SO-#1?x' '
HORIZONTAL (WINDWARD) 27PSF / MASONRY ANCHAR
a
IF WIUOD SUBS717U7E ?'N10E EXTRUDED (2r#t0'X 2'SCRfN5
HORIZONTAL (LEEWARD) 21PSF /10 x I SMS 6'FROM GUTTER BRACE AT THRU EXWUSION NNTOP & BOTTOM 0 24" O.C. • r • • EACH BEAM
/ tjA
EXTAtOW
VERTICAL (SCREEN SURFACE) BPSF / ; BRACE AT
VERTICAL (SOLID SURFACE) 23PSF 1X2" OPEN BACK . x 3/4'
/ e
1/8'SS CABLE / a
"x2' OPEN BACK
:I
OPEN BACK TO HOST ____ CABLE CONNECTION AT CORNER ® UMBER DE P V5CRflSB
4•SLAB MMI �... STRUCTURE DETAIL
SCALE N.T.S.
#10X3/4'INTO SCREWS TO MAfNTAW 1-1/4'C/rC
SCALE N.1 S RECEII4N0 CHANNEL aF SCPEN5
PATTERN TO VARY
#10X3/4 X+ITC!
ENS TO MANVTAAV t-1/4'C/C
GUTTER BRACE & MA 17NG ELEMENT ATTACHMENT DETAIL RECEINNG CHANNEL
(2) 1/4 X 2 1/4' TAPCOIVS RFESH SCALE N.T.S
CABLE CONNECTIONS AT FOUNDATION v GUTTER BRACE & ANGLED FASCIA BOARD
SICALE MT.S 5I ATTACHMENT DETAIL
PURLIN 2 XO`X1/8"ANGLE W/ SCALE N.T.S i 7
(3) 12X4'SM.S N/TH (2)—170 x 3/4'EACH FACE .SELF—MA TWO
Req. for Each Load Rearing
10x3'SM.S. TM4U WASHER. PER PANEL Post Connection RECEtYMM. CHA1 J
w/(2a/tOx 3/4• BEAM SIZE x 4' GUSSET J/8" THICK
FASCIA INTO
• • Nv10 EACH FACE • •
MfN 4'SLAB 250D PSI • • -#10 x 3/4'1EK
RAFTER TAILS ROOF PANELS CONC w/17BERMESH • • -s--1'x 2'a&BASE PLATE • • D 2'BC
24'ON CENTER •
tr/4•�w
ANCl/QR r
OVERLAP SPICE DETAIL 7 0
RECET NNG CHANNEL SCALE N.T.S
\ W/2#10X3/4'INTO BEAM
EACH FACE&(3) SSE VIEW
#10X3/4'INTO BEAM
10X3/4 I HEREBY CERTIFY THAT I HA REVIEWED
to'an center tap and bottom COLUMN AND SUPERVISED THE ATTACHED DESIGN
PURLIN OR GIRT TO BEAM OR POST DETAIL ^ ri AND FOUND IT TO BE IN COMPLIANCE WIT!
SCALE N.T.S ❑ CHAPTER 3, SECTION R301.21 OF 7!£
COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT
2017 F.B.C. RESIDENTt 6T! EDI77ON
AND COMPOSITE ROOF TO LOAD-BEARING WALL
FL. PRODUCT APPROVAL FL7561-RJ .
U ... .
SCALE N .PROJECT ADDRESS 24' . 1'X z'BASE PLATE
•O.C. .::..;...:► c ANOIORE'0 CE WC. w
• 1/4' TAPCOIVS ---y�.r --Z
RICHARD GMARCEAU, P.E.O CLAIRE HILT r64466) e ' ' r r.- MAX 24' RICHARD G.MARCEAU, P.E.T1644 6) �r
CONTRACTOR SONEY FM LLC, CA 9746
38223 EUCALYPTUS DR FRONT VIEW SONEY FM LLC, CA,/1974
KEITH REEVES CONSTRUC77ON CORY LAKE PROFESSIONAL CENTER ZEPHYRHILLS, FL CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. S7E P
CRC ,¢1042498 HILLSBOROUGH COUNTY 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS TAMP CROSS CREEK BLVD. STE P
TAMPA, FL 33647 SCALE N.T.S TAMPA, FL 33647 A-2
813-997-1410 Ph.# 715-781-1822 Ph.# 715-781-1822 DETAILS
(2) 1/4'DMM. BY 3 1/2" THRU BOLTS
2 I2 or 2:X2
3 1/8 XI 1/2'X 1/8' 1OX3"SM.S 1HRU (3) 1OX3/4'RALS
PER PAN
1OX3/4'SM.S1O' FASCIA INTO • h i
BASE W/(2) 1/3'DIAM. OG INTO GUTTER ' ay N
•K3"er 4x4' ALSO INTO RAPIER TARS ROOF PANELS
UMMI CARRY BEAM O
TAPCI0NS OR EQUIV. 24'ON CENTER v
• • N • •
__ La
7HRU BOLTS FOR 3X3 Door DetoU -Option 1 I'x2' Door D•tall - Option 2
OR 4 1/2' 1HRU BOL TS FOR 4X4 r 1[LPA I
SCREWS Centered between Columns Door/Adjacent to Column
N TO VARY
TO MAINTAIN DOOR NO1ES
CAC 1OX3/4'SM.S 1. Number of hinges: 1.1.Wind Speed 120 mph — min. 2 points
= 3 PER PAN 1.2. Wind speed = X20 mph — min. 3 points
2. Hinge locations• 2.1. Top & Bottom - 8'.4o 18' from end of door
2.2. Remaining to be evenly spaced between top & bottom hinges
23. Hier can be installed on either side of door, fied locate
3X3 OR 4X4 COLUMN TO PAVER OR PATIO ATTACHMENT 13 3 Fasteners: 3.1. # 10x 3/4'Screws 12. min. 3 eo to attach hinges
SCALE N.TS PAN ROOF HEADER TO FASCIA ATTACHMENT to structure and door
74 COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM AND PAN ROOF TO LOAD—BEARING WALL 4. Door to swing outward unless otherwise noted
SCALE N.TS SCALE N.TS. I /J 5. Lett or Right swing not alter structural integrity of cage or door
`t DOOR DETAIL
SCALE N.T.S
.045 RECEI WIG CHANNEL
W/2 110 EMS TOP&BOTTOM
SCMEN ENCL0 .R TO MIND BRACE 4 110 SMS
,LOOM S151E>I/____ TO EA W BEAM 3'HEADER •
N <1' •
TOx4'WTH • •
NED WASHER TE • • 27f"I V'ANGLE W/
• w (2}110 x 3/4'EACH FACE SELF-MAZING
ie'BLOCK STEM MNLL • • _
►--Q OOKLEO XFO RV ER 3 COMIPOSI ., 314 I TO Poosst Camectioe�8 M9 CEItNVG OMAt L
• CHANNEL Wjg3)110x 3/4"
4X4' INTO EACH FACE
COLUMN 1 1/4 0� MIN 4'SLAB 2500 P9 • •
CONC w/1°TBERM£5tt • •
p4ME i'x 2'O&BASE PLATE
3x27 (2) i/4'DIAM. BY PAYERS
4 1/2' 1NRu BOL73
;.i.;`.r• CONWNikWAL F00 •'�: �. �.ry�'.,twtl.m0. 1
'' W/(1)0 CCWT. LAP �,•'�
SPLICES MMl 25'•:TE •r k..': ' r. •�ti. fi
lamI g• w/ow. fl o PER 2X2 MIND BRACE 18� 3x2 q W SIDE 4EW
- 7•o C
SUPER CN
SCREWS 4X4' 24'
EAYE BEAM N TO VARY COLUMN
GUTTER 4 - 1Ox3/4 TO MAINTAIN OC MAX
�/ SMS PER O/C CONNECT77ON 1 PAYERS— ! 9
' ' ' c• •'' r! IIA2'�tD
CONTRACTOR DIAGONAL WIND BRACE TO 1/4 x 5 TAPC0Wi:_:BEAM CONNECTION SCALE N.T.S KNEE WALL DETAIL AT GUTTER _ '_c . ' c; • 1/4"x21,'4"
KEITH REEVES CONSTRUCTION SCALE N.T.S BEAM TO 4X4 COLUMN Q TAPCOVS MAX 24.
CRC #042498 1 7 SCALE N, t�1 FRDN VEER
813-997-1410
2" X LAMER UPRIGHT TO DECK W/PAWRS DETAILS
SCALE RICHARD G.MARCEAU, P.E.(#64466) HOUSE WALL : EITHER STUCCO/BLOCK
2X8
SONEY FM LLC, CA#9746 OR wnooFRAME
CORY LAKE PROFESSIONAL CENTER • #10x3/4" I HEREBY CERTIFY THAT I HAVE REWEVIED
10329 CROSS CREEK BL W. STE P • #703/4' AND SUPERVISED THE ATTACHED DESIGN
TAMPA, FL 33647 ' •
AND FOUND IT TO BE IN COMPLIANCE WITH
Ph., 715-781-1822 • 1/4 x 2 1/4 TAPCANs
• CHAPTER 3, SECTION R301.2.1 OF THE
TO MAINTAIN 2"O.C. • 2017 F.B.C. RESIDENTIAL 6TH EDITION
• FOR STUOOO/BLCCX
'110x2'SCREWS 3000 PSI(leN) 3000 PSi III) GUTTER
IO.G •
FOR W000
PROJECT ADDRESS • w/(i) is ccwr 8"X B"W/(1)15 CONT. 8-P0O14'151 EA__
of AECEIYMIG cHAe•aEL
NUMBER OF SCREWS ~ a --------------- ---' —
PATTERN TO VARY 8' �: t RICHARD G.MARCEAU, P. 44 `�' ,—!/l)
11OX3/4'INTO ••f t :'" TRUSS TQ GUTTER DETAIL 1 )
CLAIRE HILT SCREWS TO MAINTAIN 1-1/4'c/c •l.; SONEY FM LLC, CA,{�9746
38223 EUCALYPTUS DR RECEIVING CHANNEL SCALE N.T.S
CORY LAKE PROFESSIONAL CENTER
ZEPHYRHILLS, FL HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL L 10329 CROSS CREEK BL W. STE P
HILLSBOROUGH COUNTY TAMPA, FL 33647
SCALE N.T.SCONTINUOUS FOOTING DETAIL 1271 - Ph./ 715-781-1822
F2-01 SCALE N.T.S
DETAILS
- . - .,-. .,--------.-- - -