HomeMy WebLinkAbout20-157 v
11"0111U11 City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000157-2020
Phone: (813)780-0020
. ! Fax: (813)780-0021
Issue Date: 06/09/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
24 26 21 0100 00000 0950 13306 Moulden Hollow Dr
Owner Information Permit Information Contractor Information
Name: KARIM ZAKE-SENOGA Permit Type:Add/Alter(Residential) Contractor: TAMPA SCREENS&
Class of Work:Add/Alter Residential ALUMINUMN INC
Address: 3306 Moulden Hollow Dr Building Valuation:$12,250.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00
Phone: (813)928-3039 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$12,250.00
Total Fees:$151.87
Amount Paid:$151.87 ram] I
Date Paid:6/9/2020 11:45:52AM
Project Description
CONSTRUCT SCRN RM ENCLOSURE W/SLAB
Application Fees
Building Plan Review Fee $50.62 Building Permit Fee $101.25
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.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department 2 /�,
Date Received hone Contact for Permitting I S q uV-—7C)U
€€€€€€€€ a a Q ?
Owner's Name YI `�' ' `� 1 �._. ��`Owner Phone Number
Owner's Address V lIl` `.Qner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address ((��
JOB ADDRESS V� . LOT#
SUBDIVISION I PARCEL ID# -21 4 - W= 0_L_T 0-
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN Q 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR 0 COMM 0/OTHER ct,,
TYPE OF CONSTRUCTION Q BLOCK 0 FRAME STEEL I I �rn�0
f
DESCRIPTION OF WORK S
BUILDING SIZE I SO FOOTAGE� HEIGHT ICJ
=BUILDING $1-1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ 1 AMP SERVICE 0 PROGRESS ENERGY Q 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 COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN
Address License#
y - S
OTHER —
>S'll�r r '` .�.15Y- COMPANY �1 1u �Cr
SIGNATURE �C REGISTERED It,Y 9N FEE CURREN I Y I N
Address 1 t► - ';1 License# W
€al.;1 €I1-II1I€1.11-1aa. I121 $.i.€"a 11:2aIIaa€IaIIaII11.�atII a I I 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 subdivisionsllarge 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/Silt 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 J Service Upgrades A/C Fences(PlotlSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
INSTR#2020088958 OR BK 10113 PG 1574 Page 1 of 1
06/05/2020 08:11 AM Rcpt:2168354 Rec:10.00 IDS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
NOTICE OF C0MNIENCEMEN'I,
Pcnnit No.
Tax Folio Kit). OCS`AO-CS�150•
THE 11NDERSIONFD hereby give%native than improvement will he made to certain tell properly and in accordance 6111
Chapter 713.Florida Statutes.the following infurlu:aion is provided in This NOTICE'OF CON•IN•IENC:I:It1:Nf.
1.Description of properly(Icltat d•rer, lion of Pru c v),_ 11_•��el�_ L! ' 1 L t
Cis
:)Street tjohi Address: �.._ �k-f� ,. �)�1
2.Gerimal d``tri non ofi rlttpoyernem(s): -�f�•_ S j�_�[j
3.Otvuer or l.essu infum: is 1(Lessee as r;vner tt>,v ifcontractcd fur inip`o etlenl ���
a,N;unc and atldtc.s: r���-M`J
h.hluresl in Praperty: e -
c.Name and addres<of fee simple titleholder(if other ffi:ul owner`):
j 4.Contractor Infi,rmati Y S V (
a.Nance:uul addrcs:
�Q � 1
b.Phone number:— -� Fax No. iL
—
S.Sheep'htfurmntirin
a.Manic and address: -
b,Amount of bond S _
I
C.Phone numlxr: -- ---'- Fax No.(Opi.l -
6.Lender
a.Nanteandnddre.s:__ _ _ _ __
b.Phone number
7.Persons within the Stote of Flurida eaignated by Owncr opus who notices ur other dncunicros may be served as provided b%
Section 713.13(1)(a)7..Florida Statutes:
a.Name and address:
h.Phone number:
S.lit addition to hltnselt.Chviler de.igoales die tllllOWillrt pR3'1011(s)lit receive a copy of the Licaor's Nance as prm•idcd in
Section 713.13(1)(b),Florida Statutes:
it.Nancc and address:,_. —
--
b.Phonemmtbcr.
Expiration date of notice of cam nencemente(t_he expiry ion ate is year front Elie t:dt•of recording unless a different
date is speciticd)�_4 Y_�/l` VL +r.Q�(�Y�(V
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER( FTER THE
EXPIRATION OF'PHE NOTICE OF C0IIMENCENIENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUES,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,CONSUL:P
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINC WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Verification pursuant to Section 92,525,Florida Statutes,Under penalties of perjury,I declare that 1 have-
read the foregoing and that the facts in it are true to the hest of my knowledge and heticf.
001
Sturc of Otvticr ur Less•.1r O iyua nncr-s ar Ir.>bJ s authatircd lltlicartDitcctarrl'armcrJktanagcr
_.—
State of Florida
county(if Flxe rlee ll_uSCo 1
T)�c ore ing i runlet vvaS acknaw(edged hetorc nic us a Jay u 1 l �C�by
S YL 11L(5. _V1`1 C�-A� is personally knnw�t to me or Itas produced
RL 3-12� .-- •at w dirU t not11'ean uatlt.
(Drivt!r's License 11) 50—
YC DIANA70M60 Sigitature of Nolan
,... u t tictic of Flai tla
Coreldeolon#GG03103 l -
*eytP � Exptresittoa24,2021 i'ni,i 'ypc,artitaugo --- -----•--
9jFafiv�P Baditl11uu8ut19tiNNaiYSotvtcar
813-780-0020 City of Zephyrhills Permit Applicatipn 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 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 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 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 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 Y'unless expressly permitted.
- If the.fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or
other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORN�X BEFQRE RECORDING YOUR NOTICE OF M MEN
FLORIDA JURAT(F. ;�•1.7y.03) �J n.
OWNER OR AGENT�"�>c�( , CONTRACTOR
Subscribed and swQW to(or affirmed)befprg m t is S s d an sworn-to,or affirmed)b or m s
by IDQYII�\2.4�U� 14y I -)Ctlrli(' ' l�
Who's/ar6 personally known to me or has/have produced . ho is/are l5ersonally known to me o7has/have produced
as identification.
as identification.
Notary Public )�& V I 1 V Notary Public
Commission No. �c a 01 1 mission No. GI (P5
,1 �\Qna
Naomi e o Notary typed,printed or stamped Name of Notary typed,printed or stamped
=o1MYPuo4� DIANAPOMBO DIANAPOMBO
* * Commission#GO 963103 * * Commission#GO 963103
Nr ce Expires June 24,2024 N. oQ Expires June 24 2024
9�FOFf�OQ� Banded1RnB*etNotafySer4WS 9rFOFft•01 BOaded11YUBudget Notary SWoes
AS BUILT SURVEY(FINAL) SEC. 24 -, TWP. 26 S, RNG. 21 E.
LOT 95 BEARING BASIS:
HIDDEN RIVER PHASE ONE B NORTH BOUNDARY OF SUBJECT PLAT BEING S 89*40'43" E
PASCO COUNTY, FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT
N MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
EASEMENTS AND RESTRICTIONS OF RECORD.
0
tq UNDERGROUND FOOTER, STEM WALL, AND
UNDERGROUND UTILITIES ARE NOT LOCATED OR
SHOWN.
PREPARED FOR AND CERTIFIED TO:
DO NOT SCALE THIS PRINT, DIMENSIONS AND
NOTES TAKE PREFERENCE.
CALATLANTIC TITLE INC. 6
(n
CHICAGO TITLE INSURANCE CO. PURPOSE OF SURVEY:TO 08TAIN HORIZONTAL
EAGLE HOME MORTGAGE,LLC AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
KARIM CHRISTOPHER SENOGA-ZAKE CONSTRUCTION IMPROVEMENTS,
10' DRAINAGE/UTILITY EASEMENT
5' DRAINAGE/UTILITY EASEMENT
PLAT
BOUNDARY
25.00'
LOT 94
>
LOT 131 60
SN&D FIR 1/2'
ar Ain S 89*40'43" E (P&M) 110.00' e NO ID
0.2, 4
71o* 4'X,��
6-
C 0
wl
_j En I...
0 20.6' 65.0'
1 9. Vl
6
to
4 Cov .5
(If ^ t CONC
Lu�10 1 20.5' 12.9' ENTRY 1 STORY
> ....... .... .. `t
m MASONRY' ON .1 a-
8 r_� — LOT 130
m D 3 WACLK RESIDENCE
z
w
a Z N LOT 95 in
. , . . , a
1.4'Xl.4' 'C'
J__
6
z in CONC �r
0 'Cli to 8 o
COLUMN • tbt t
. 0
z
— — — — — —
7.0* —
02' .2
2 0. 36'58" W'(P&M) 110.00' FIR 1 21,
i I SN&D N 89' Cl� #4493
PT
BOUNDARY
PLAT
LOT 96 BOUNDARY: LOT 129
HIDDEN RIVER PHASE ONE A
(PLAT BOOK 74, PAGES 101-121)
LEGEND:
E-00.O = EXISTING GRADE
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 74.36'
GARAGE AREA: 73,97'
EMSCRIPTION: ELEVATIONS REFERENCED TO
LOT 95, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE B", NATIONAL GEODETIC VERTICAL
AS RECORDED IN PLAT BOOK 076, PAGES 077 THROUGH 082, DATUM OF 1929. -MEAN SEA
OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0458 F EFFECTIVE DATE: 9/26/2014
-TSquare Feet: 6607.20 t LENNAR HOMES
LEGEND:
(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= 'PLAT DATA, q= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT,
F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED
PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK. PCP= PERMANENT CONTROL POINT, PRM= PERMANENT
REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK,
IU/P= UTILITY POLE, W/F= WOOD FENCE - Drawn W_. HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE UNDER MY
JOHN R.BEACH&ASSOCIATES,INC. Sms RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL
SURVEYORS AND MAPPERS Checked By: —STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF
t 911 WEST ST. PETERSBURG DRIVE JRB PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.050 THROUGH
ONE OLDSMAR, FLORIDA 34677 5J-.17.053, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
WAY (813) 854-1276 FAX (813) 855-8370 Scale: 47 027 0 IDA S S;4TUTES
"=30'
NOT VALID WITHOUT THE SIGNATURE AND Date:
THEORIGINAL RAISED SEAL OF A FLORIDA FINAL 5/13/19 DJB S ATU DATE B LICENSED SURVEYOR AND MAPPER d JOHN R. H
I
Revisions: FORM BOARD TIE IN 2/11/19 JMM, FOUNDATION TIE IN 2/27/19 JMM FLORIDAD REG. NO SURVEYOR No. 2984 LB#4493
JEFF M. EY
SIONAL SURVEYOR & MAPPER No.7123
CITY OF " ' BUILDING
ZEPHYRHILLSNOTICE DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT REMOVE
ADDRESS Yeoi
DATE PERMIT#_
?,:3o(p Moo
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
1 a.4 6 Eree_ w c
C lC `; P r ,
'()4 k 11'ae 1A oo l
It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part of the work with flooring,lath,earth
or other material,until the proper inspector has had ample time to approve 780-0020 FOR E-I NS P TION
the installation.
OFFICE HOURS 8:00 AM-4:30 PM MON.-FRI. INSPECTOR
Product Approval Menu>Product or ApphCa Clan Search>AAgohcation Lis[>Application Detail '
GC^ dCl=tea 77- FL# FL15491-114
`- Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Structall Building Systems, Inc.
Address/Phone/Email 350 Burbank Rd.
Oldsmar, FL 34677
(813)855-2627
info@structall.com
Authorized Signature Frank Bennardo
frank@engineenngexpress.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company
Quality Assurance Contract Expiration Date 06/01/2022
Validated By Keith E. Lorinos, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL15491 R4 COI Indeo.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E72 1998
ASTM E72 2005
ASTM E84 1991
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
STRUCTURAL ITEMS
SIZE 7HWN'S
ROOF BEAMS: 2"x4" .050" . FL
END POST: 2"x4" .050' �I_
FRONT POST; 2"x4" .050"
EAVE BEAMS: 2"x3" .050" J I�
PURLINS: 2"x2" .044" I
2"x3" .045' JL.
H
8, CHAIR RAILS: 2"x2" .044" Jj..
I ['-
CORNER POST: 2"x2" .044" _L _1_-
BASE PLATE: 1"x2" .044" CONTINUOUS
5"S PERGUTT'ER T
CARRIER BEAM:
75" -
3"COM SITEROOF( ) x4 PANS: 2"x6' .050"/.120"
2x4 13' 14'_____ - ________ - L ________ - PAGE 1 OF
75" I`w MATERIALS - ALL ALLOY 6005-T5
2x3 NOTES
71
1.WORK THIS SHEET WITH ALL OTHER SHEETS IN THIS
--� SET NOTIFY ENGINEER OF ANY CONFLICTS
21'
8' 2.ENCLOSURE TYPES
2x3 ZX. SLANTED/FLAT ROOF
MANSARD HIP ENDS
8, . A MANSARD HEIGHT:3-FEET
GABLE-GABLE ENDS
GABLE HEIGHT:3-FEET
1x2 1x2
GABLE-HIP ENDS
•7, 7 GABLE HEIGHT:3-FEET
28'
JOB NAME: SENOGA RESIDENCE
ADDRESS: 3306 MOULDEN HOLLOW DR
ALL WORK SHALL COMPLY WITH PREVAILING cITY/couNTY: ZEPHYRHILLS
CODES FLORIDA BUILDING CODE, STATE: FL ZIP CODE: 33540
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS TAMPA
ORDINANCES SCREENS&ALUMINUM,INC.
JUN 02 2 202 LICENSE# RX0059137/CGO023085
`�' DATE 14211 N.FLORIDA AVE.
REV IE V y Tampa.Florida 33613
CITY OF ZEPHYRHI (813)960-7064
PLAN EXAMINER Richard G. Marceau
P.E.#64466
Soney FM LLC,CA#9746
10329 CROSS CREEK BLVD,TAMPA,FL,33647
Office:813-792-1600
DOORS MAY BE RELOCATED PROVIDED POST
SPACING IS NOT CHANGED This design is valid only when built NOTE:The installation of aluminum SEAL FO TRUCTURAL
strictly in accordance with all details structures requires special skills.Care THIS DESIGN IS
L _
FIELD VERIFY ALL DIMENSIONS of the sealed drawings and specs. should be taken that installer has the SPECIFIC TO THIS
WIND BRACING TO BE LOCATED IN FIRST OR Contact Richard G.Marceau for required training,qualifications or SCATS JOB.IT IS NOT VALID
NSFr.ONT}RAY revision approval, license to perform such work. n_ 1 —��' AS A STANDARD.
ALUMINUM MEM •3,_RS DIMENSIONS
HOLLOW SECTIONS SELF MATNG(SMB)
2X2:2"X2"X0.044" 2X4 SMB:2"X4"X0.044"X0.100" Footer&Slab Detail
2X3:2"X3XO.050" 2X5 SMB:2X5"X0.050'700,100" Slab Detail
2X4:2X4"X0.050" 2X6 SMB:2X6"X0,055"X0.120" 2500 PSI(MIN) O w �'
2X5:2"X5"X0,050" 2X7 SMB:2"X7"X0,057"X0.120" 2500 PSI(MINI 8"xB"W/(1)#5 Cont. BEAM PURLIN -J o
2X8 SMB: 2X8"X0.072"X0.124" 4U or(2)#3 Cont,Steel Rebar 2X3 2X3 v
2X9 SMB:2"X9"X0,092"X0.398'•
OPEN BACK SECTIONS •t;r; i` RECEIVING CHANNEL W/2#10X3/4 ON EA.SIDE RECEIVING CHANNEL T
1X2:1X2"X0.040" - W/2#10 314"INTO °• • m
1X3;1"X3"X0.045" &4#10X3/4"INTO POST W12#10 3/4"INTO a "
�' GIRT EACH SIDE& POST NOTCHED TO GIRT EACH SIDE& .a
(3)#1O X314"INTO RELIEVE BEAM (3}#10X314"INTO UPRIGHT o a
SNAP SECTIONS +I- 2X3 W/MIN 314"D.C.#10X314" 2X3 m
2X2 SNAP:2"XZ X0.045" FOOTER ONLY DETAIL SLOPED PUR 1 CONNECTION DETAIL
2X4 SNAP:2'%4"X0O.050.045"
2X3 SNAP:2"X3'X " MIN 8"x8"w/2500 PSI(Fibermesh or Wire Mesh) UPRIGHT TO BEAM CONNECTION DETAIL SCALE N.T.S.
(1)#5 Cant or(2)#3 Cant SCALE N.T.S,
g. -4
6
O (1) 10 X2"SCREW `
(2)-#10"X2"SCREWS
wv
THRU EXTRUSION
c .
2"WIDE EXTRUDED
GUTTER-BRACE AT
EACH BEAM
W1(2)-#6X3/4"
(9)#14X314 SMS INZAB
"TAPCON
• S LE .T. Job 17—Drown45°ANGLE `L Checked B}s
#10X3/4"INTO NUMBER OF SCREWS
\ RECEIVING CHANNEL PATTERN TO VARY r
+:; /,.X<rH•awcays �s�w rJ caa SCREWS TO MAINTAIN Issue DG S:Q5—08-17
Nf.1i"R rteiRlFE.E" p
C& F �' [NEY.'7J dC P L/OA f aN 1-114"C.1C [\evl$ ns:
CABLE CONNECTION AT CORNER sorts MT.s GUTTER BRACE&MATING ELEMENT ATTACHMENT DETAIL
rr
SCALE N.T.S.
r
10X3!4C " pan Roof (8)10X2"SMS Composite Roof (8}10x2"SMS ++
(3)12X4°S.M,S.WITH
ASR PER PANEL
10X8"S,M.S. PAN ROOPANCNORMO DETAILS 3.M.5.10" 10X314"9 "
.M.S.10
THRU FASCIA O,C.INTO ER O.C.INTO ER
RAFTER TAILS +,,r ALSO INTO CARRY ALSO INTO CARRY
BEAM BEAM
. MEAOCR pffet1018 BlLOW) •
OOF PANEL
"3 12X4"S.M.S.WITH oasnNOThU88akRRP1W RO PM .
ER PANEL r+oxt.�rre4L P I
RAFR oR us poP)awucau owoAeo
X314° ao:aR•we mlawi�Aoa.
as
10"ON CENTER TOP RDOP PANEL TO MSCIADETAII
Y Q
AND BOTTOM aexinrS wa
SPACE"B'b/C TOP&BOTTOM O
CAULK ALL E70?o=
SCREW HEADS NO.OF SCREWS PATTERN TO VARY 0
Ro0$PANeL SCREWS TO MAINTAIN 3"x Receiving Channel
COMPOSITE ROOF HEADER TO FASCIA OR CARRIER BEAM 114„ C 1
ATTACHMENT AND COMPOSITE ROOF TO LOAD- �. 2-#14x3/4"Tek Screws on each side W V
BEARING WALL FL.PRODUCT APPROVAL FL / 3-1/4"Tapcons IL'
7561-R1 ADffru Em
SCALE N.T.S. HE ER-co
DECK T.
FOR MASONRY Ua£
Rx0Ma HOST STRUCTURE 1M"X J"MASONRY
MASONRY WALL AMMOR OR EQUAL
02'r arc
gy arRr�mRunorlarecc+wuuuwuwau�Rcxanarse .
ROOF.PANEL TO WALL-IIETA,II, PAN/COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM a,amme,eaeextaaaeacoR.e dr.nmxrnNwr��a°•�
SCALE N.T.S. rceufasumaw?xusia4^_+ ®nn npv+mFW
YMN 201)lOagN Oi"9"0
Ml.° M S .D- 1 ..
Richard 0. arceau P.E. 8 6 ctZ4
�®a'"i•os°r�"-W�vc•'uw+°ry "s1° °al
Ia
CLIP CORNERS MAIN S UDESIGN DATA
AS REQURIED SCREWS HIP PURLIN CONNECTION FLORIll.4.SUTLDMG CODE 2017 SIXTH EDITION
T' r-
SEE CHAR i i 1 1/2' x 0.045' U-Channel Cl ps r
,,,..••,.I —� w/2# t0 x 3/4 qn ea. slde
W WIND SPEED Vult- Vasdj.j
_J SMBTOP MODIFIED I I SURFACE ROUGHNESS t`�
TOP CUT AWAY
.ec
(STITCH @ 6"O/C MAX C)
START 2"FROM ENDS) 1- 2x2 or 2x3 PUrUn
Square
squ
• re cut
:EDECAILS GUSSET SECTION or Notched RISK CATEGORY
USSET RETAIL} • U. Pcstsection rYP
W1ND EXPOSURE CATEGORY
s ,
INTERNAL PRESSURE COEFF. NA
Carl shown For A-Frame apply OPEN
al$o to Hansard connection 24 k10x3/4 S,M,S, TYPE OF S I RT f �RE
At each 0usset(30 For 2x9 &2xL0)
w/$:rIiL03tf'tY2 2 #toxl/2' S.M.S at each brace DEFLECTION SUPPORTS L160 ALL OTHER U120 IfiW%d•ev Q e3` Stitch vl1 k10x3/4'
SA-S. P-36' IJ,C. 2' S,H,B, Gutter Brace at each bean,
•hannet dip 0.045 rap & Bottom Gutter and foscla connection a #lox2e s:MS. �iEi ;��T�9T��
S.H.B,on ea, side, 24' o/c Into rafter tails add two at each
% �' nutter brace connection j $CRfiEN 18/14
2 A LUNDNCTM EXCURSION ALLOY=606`5-T5
Exlst{na wood cave fascia 3 TIIE SECTION MODULES SHALL BE A S SHO'%l ON THE PLAN'
on trusses at 24, o,c.
4 SCREWS:ALLOY 2024-T4 OR STAINLESS STEEL
2 !le'xk}I/�'x0D4S u—CFidhhe[ Cups ; „:..— 5 BOLTS:ALLOY 2024-T4,GALVANIZED O_.STAINLESS SWEL
�/2 tI10x3/4 an Vic,side r uI »s t hanfie(erg,lienm to gutter connection w/5 #10x3/ STEEL
6 4 t1kYJsc9/4.'fnto`'Post ' ? '' "� "`>•.L a 4t as side or. 1513''x043 angles on ea. side w/4 5Iox3/4' 6 ANCHOR BOLTS:GALVANIZED OF.STAINLESS
notched;to receive b¢dm a
7 CONCRETE.COMPPESSNE STPBNt3TN-00Ci PSI AT 28DAYS
install 2 #16x3/4`CFor 2x4 Beam) atea S.M B, He 1 BEAN4 512E GUSSET Lx[i • $REINFORCING STEEL:cL:GRADE 60
ea,side, 2x3 14"x 2.1/2" . CORNER PAST COLUMNS 9 SOIL BEARNI C PRESSURE: 1500 PSF(ASSUMED.CC`'ItT r i.VV TOR T
Exterior Rem Channel w/1 #Lox3/4' on ea. side 1X2 attached to 9 SOIL
of calr raR connection, 2x4 14"x 3"
2'x2' C/Ralf zxs 16"x4.1/2" 2x2 or 2"x3"Special
zx6 Is„x s" with#10x2"SMS IO CONCRETE ANCHORS: T APCON SLEEVE ANCHORS OR EQUAL(2"
Post section TYP. @ 24 O/C EIYLBEDM T INTO CONCRETE
2'x2'x0,0A93'an le on to of l'x2' 2x7 la"x 6"
s p zxa zo"x 45 DEGREES '•.•S;;,+, ;; 1 I CABLES: I!8" S.S WigA CORNER ANCHOR&9# i U SMS
.........v . �. t ` /-
12 CO`�TRACTOR SHALL M SPECT ThT EXISTING STRUCTURETO
with 1/4'x2 1/4' Tapcon Into concrete
en ea side of post supporting S.M.B. 2x9 24x0" ! CONTRACTOR SHALL INSPECT THE EXISTING SI1t[JCTURF.TO
6x6540 wire mesh in slab 2x10 z4„x 9^ U SCR 'EN VERIFY'THE ADEQUACY OF TINE STRU RE CTU TO SUPPORT TIlE
(TY!P)I
or Piber mesh concrete, 1RII $H LOADS OF'THE NEW STRUCTURE UNDER ALL CONDITIONS,
EXISTING WOOD MEMBERS SHALL BE 2"THICK AND IN GOOD
118"ROUND SS CABLES(1750 LB�S��A�Tt CONDITION.CONTRACTOR TO RETAIN AN ENGINEER TO PERFO/th
�6SLAB
CORNERS NOT ATTACHED TO 17L. R7 A FIELD INSPECTION IF THE CONTRACTOR BELIEVES INE
3' Min,
CORNER CABLE-WALL BRACING CONDITIONS WARRANT.
9-4o,xi 9"Alva£w/ '
(4J/14x3/4'✓s.
-- DOOM U1 O5+
gilt 4•s1Aa 2-160 Fsr
. CONC iv/7}BEB.WESH Y C
[TINGE t,0CAr40N -3" X.125 REQET 1N(J CHAP4NEL
J I'x 1'a8:epsE PU IE'
! �• (N 6&
1ll z X Z EXTQUSION w r 2 #14 X 3 "TFt.S(.IiE4J5 C:tV Sp.Si?7
3-1/4" TAPCONS ; !/2"EMMEr
ki1N�E1.00AT0N ---'
rF pF __ •ECK --- -
l-lkNOE LOCAT(QN
1?ill l•ACit61 O STRU&TLMC a'1TH MIN TWO HL 4pq
1T_TO$Cs ATl'ACI18DTO S WCTU1tt WITfJ R11N 4 4[0 X 3/4°SMS.
i6 TO B Q1 T l(YIED 1.0 r)ObR WL.T1-t MFN(HttJM a Jl IpX?!4"EMS e.
INOB`rC)BEIvLO11N•r.ED FlFl ��N 10 AND 20 INCHES MOMTOPOf15WR r'x 2'BASE PIA 7E T14te DE51Gnt1 IS SPEC1PlG TO
Tb BC MOUKMD BL"r1 Blsl 10 AND 201NGF1IS OLOM TOP O0"-DQQ12 . ' ' ANC.Na4E0 CCNC.
CATION[S ADJACENT TO UPRtG1tT A l„X 2"X.OQ4"MAY BETA$TGNL";D TC ' 2i2 7/<'7Atrors TNIB JOB II 13 NOT YAd.1D A 3 R Bcharc!G.D�arceau ADD i
CFl i110
FROMT VIEW 8 saa y 2 u6,4 6 746
" X 4. OR LARGER UPRIGHT TO 0EfI C TAI' 17863 Hunting BOW Circle,Vat 102,Lotr,FL,33558 Gam'
�I SCREEN DOOR CONNGCTIQN DETAIL 9SCA1£ N T.S.
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