HomeMy WebLinkAbout22-4318IFITER
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-004318-2022
Issue Date: 08/09/2022
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accordance with City Codes and Ordinances. N6'OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CZ44�1
CONTRACTOR SIGNATURE
PEJAIT OFFICE0
Mv
813480-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact For Permitting
I a I 11a It
Owner's Name Owner Phone Number *,'3
Ownees Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 33 , 0--yt�xe_ fw) olA- LOT #
SUBDIVISION vi tj"A A,:) PARDELI D#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRE] ADDIALT SIGN DEMOLISH
B" INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
WORK DESCRIPTION OF
BUILDINGS i � *V 31E=
M'BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRE ENERGY W.R.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS [::= FLOOD ZONE AREA =YES NO
0 � 1a, .1 L, C "
BUILDER COMPANY I_AifekAl I I
i� �_��
SIGNATURE RDGISTEREO YIN FEECURRFN Y I �N
Address f License lf
ELECTRICIAN COMPANY E;;;;�
SIGNATURE E:=== REGISTERED F.. VaeE.���
Address License
COMPANY E;;;===�=
PLUMBER FEE
SIGNATURE E_ REGISTERED .RRE.
Address License #
MECHANICAL COMPANY E;
SIGNATURE [=== REGISTERED ;; FEE .RRENY I Nw (—��
Address E========= License #E====
OTHER COMPANY E
SIGNATURE E=::= REGISTERED Y I NFEE CU�RRE.���
Address License #E=:===
flat *SWISS $statists **as flttva
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 wl Sift 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/ 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 $7600)
— Ag—t (f., the r P.— of AttQm.y (for the owner) would Ve 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 (PlottSurvey/Footage)
ml
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 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 be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACTIUTILITIES 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 1, 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/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.
S Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways,
t understand that the following restrictions apply to the usee 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 perrmit 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 peewit 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,
.a �.MINIMUM
OWNERCO
SubscribedAM
knownyja
Who isiare personally !
as identification, a
Notary Public
Gornmisslon No.
Ptame of Notary typed, printed or stamped 7!Em!
a
° S
Public
INSTR42022131502 OR BK10633 PG 3315 Page 1 of 1
06113/2022 11:10 AM Rcpt: 2468087 Rec: 10-00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Parod ID No
NOTICE OF C0MMENCEM9j:,,(,>
Stets, Of
THE UNDERSIGNED hereby plues nottoto that lesproversent will be made a costaln at p 0 rty, and In accoidonce with Ch It Su"",
uf qk* Jos _k* -If W
j�
1. Description of fsmpsu*Parod tolentiftAtion No. K4, 4,6.(Ivkw &.A-444
S1.11drimess: —Ja2Y -*A-V�- PA(-� 11"JOY
2. Gaftind Doed.ation of Impommment
3. Owner Information or Lasso Infismistion If ft Lasso contraded for#* Improvement:
12M
ON=
Contractoes Telephone 0No.:
- -
WMENIME=
Address City State
Lardises Tolophoras No.:
'gat-9
AddM" City
Telephone Number of Designated Person'
8. lnaddfflontohkn"NftowrwdeWgilatesI —A r of_
Telephone Number of Poison or Entity Designated by Owner.
9. Expiration date of Nolm of Commancermad (the expiration date may not be bisfiom the completion of coridnictionEnd =ftW t',argo.0tthe
consischor, but will beam year from the date of recording timoss a offiloreat date Is spedfied). 7WX"
Under penalty of pajury, I declare that I have read the foregoing naft of ism and Mat the facts stated therein am but to the beat
of my knoWedge and belief,
STATE OF FLORIDA
a , r O�—wmlaor Xoso's A OffiberarefforftrinsWousagar
S$gnatwysTHkVC"co
The foregoing Irsommushit was sidusawledoed before me this g!�y of -Nov— ao�p tyy 'b"�' 0— �Ie
as itype of authority, e.g., officer, "too, attorney In fact) for
( e a f arty on aff of whom nt was executed). namL
Notai- stunit Personally Known QR Produced hisaufficat! ly — nium,
Type of Identification Produced Noimalipft)
N, ORDOXE BOADELON
Notary hbik - Stott of Florida
Commission 0 His 07273
my Comm. Expires Jun 2, 102S
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SEC.- -04-., TWP. ;� 26LS, RN .
RECORD SURVEY (FINAL)
LOT 13, BLOCK 5
SILVERADO RANCH SUBDIVISION PHASES 6, 8 & 9A
PASCO COUNTY, FLORIDA.
EAGLE fiOME MORTGAGE, LLC
JOSE ALEJANDRO PEREZ
JOSE ALEJANDRO PEREZ IR.
BEATRICE YVONNE PEREZ
a
SADDLE PALM
WAY
(R/W VMES) (TRACT G)
m
PAP Pl
POINr
10' UTILITY -10—DRAINAGEEASEMENT EASEMENT
0
CURVF_ 6ATA (PCURVE RADIUS ARC 6 D TA
TRACT E
DRAINAGE AREA
THIS SURMEY IS SUBJECT TO ANY FACTS THAT
MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH. ALSO SUBJECT TO SETBACKS.
EASEMENTS AND RESTRICTIONS OF PECMo,.
b
UNDERCROUND FOOTER, STEM WALL, AND
UNDERGROUND UTIUTIES ARE NOT LOCATEG OR
SHOWN.
00 NOT SCALE THIS PRINT. DIMENSIONS AND
AX ENCE.
CERTAIN DATA S14OWN 14EREON BASED ON
ENGINEERING PLANS PROMDED BY CLIENT.
STRUCTURE TiEs SHOWN HEREON DENGnS
MEASUREMENT FROM FORM BOARD,S/rOUNDAmom
TO PROPERTY LINE.
PURPOSE OF SURVEY"To OBTAIN, HORIZONTAL
AND-IOR VERTICAL DIMENSIONAL DATA TO SHOW Co"UCTION IMPROVEMENTS.
TIRIE-ELEGEND:
3' MAGNOUA
r MCLLY
r OAK
4" CABBAGE PALL,
TRACT H
DRAINAGE AREA
StLVERADO RANCH PHASES 2, 3 & 4
(RAT BOOK A PAGE 159)
J
LOT 12 PLAT
BLOCK 5 13OUNDARY
LEGEND.* LOWEST FLOOR ELEVA11ONS.
E-00.0 — FXIS'nNQ GRAM _U3A4JkC__&QQA_AL%1_Q__q'_
DESCRIPTION:
COT-1-3,- BLOCK 5, MAP OR PLAT -ENTITLED '!SIL-VERADO �JiANCH -,SUBDIVISION-- PHASES
6. 8 & W, AS RECORDED IN PLAT BOOK 0759 PAGES075 THROUGH 680, OF THE
PUBLIC RECORDS OF PASCO COUNM FLORIDA.
. . . . . . . . . . . ...
lua=mrm u*
GARAGE AREA: 100.58'
ELEVATIONS REFERENCED TO
NOR114- ' AMERICAN VER-110-AL
DATUM OF 1988. MEAN SEA
LEVEL- 00.00 FT.
JOHN R. BEACH & ASSOCIATES, INC.
SURVEYORS AND MAPPERS
t Oil WEST ST. PETERSBURG DRIVE
ONE OLDSMARFLORIDA 34677
WAY (813) 954-1214 PAX 4943) 8-5-6-8X'70
t.
it
. . . . . .......... . .....
Cameral Motes
A. CONCRETE & FOUNDATION DESIGN:
L ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALI, BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS,
3. FIBERMESH (314" 'PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4, ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN,) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6, ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL.
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL, BE A MINIMUM OF 1500 PSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE I,- ASTM C 150).
AGGREGATES - 46 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
314",
AIR ENTRAINING +I- 1%- ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER,
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS,
11, IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
i. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3l8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0,040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-B - SPECIFICA'TIONS FOR
ALUMINUM STRUCTURES BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC,WASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN 910 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE, THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
7. 1 "X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1i4" O X 1-314" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #LOX 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
L ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH AGO PRESSURE TREATED WOOD.
2 HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
FLAT WASHERS AND NUTS.
HOME.
3 ALL CONCRETE SCREWS SHALL BE, SIMPSON. HILTI, RAWL,
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
EQUAL.
BARRIER REQUIREMENTS OF THE FBC 7THEDITION R 4501.17 IN
4 ALI, METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
ITS ENTIRETY.
HOT DIPPED GALVANIZED.
3. DOOR LOCATIONS MAY BE DE rERMINED IN THE FIELD BY
5, ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
CONTRACTOR.
BOLT DIAMETER INTO STRUCTURAL FRAMING.42 MIN. G-3 .
(
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
MINIMUM 3000 PSI GROUT.
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
5, SCREENING M"-TERI'AL SHALL BE 18X14X0.0I3 OR
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
CIRCUMSTANCES BY DRIVING WITH A HAMMER,
ON DRAWING S-2.
7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
6. ALL STRUCTURAL POST SHALL BE ANCHORED TO AN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
EXISTING/PROPOSED CONCRETE FOUNDATION FOR UPLIFT
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
PURPOSES.
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
DESIGN DATA:
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
1. ULTIMATE DESIGN WIND SPEED Vult, Q SECOND GUST):
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
NOMINAL DESIGN WIND SPEED Vasd:
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
1 RISK CATEGORY:
OTHERWISE NOTED ON PLANS.
3. WIND EXPOSURE:
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
4. WIND LOADS:
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
SCREEN ROOF: 9 PSF
CLASS G-185.
SCREEN WALLS (WINDWARD): 32 PSF
i 1. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SCREEN WALLS (LEEWARD): 26 PSF
SHALL BE 314" AND MINIMUM CENTER -TO -EDGE SHALL BE 112"
SOLID ROOF: N/A
UNLESS NOTED OTHER WISE,
E. REFERENCE STANDARDS:
ASTM E I19
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & I-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16,20 & 23).
L. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP -- TYPICAL
2. SIM -- SIMILAR
3. CON -- UNLESS OTHERWISE NOTED
4, CONT --CONTINUOUS
5. VIE -- VERIFY IN FIELD
G. RESPONSIBILITY:
t. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT T14F. ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES,
H. MISCELLANEOUS.
I. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, "TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
130 MPH
101 MPH
1
C
5, FACTOR APPLIED TO SCREEN WIND LOADS FOR I8X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
300 Fo. VERTICAL 'DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. EXISTING FOOTING (MIN. 8"X 8" LINEAL FOOTING) MEETS THE REQUIREMENTS TO
RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE..
9. SCREEN ROOF TYPE: HIPPED GABLE
10. SOLID ROOF TYPE: NI
HOLLOW SECTIONS
2 x 2:--------------------------------------2" x 2" x 0.044,"
2 x 3:---------------------------------------2" x 3" x 0.050"
2 x 4:---------------------------------------2" x 4" x 0,050"
2 x 5:---------------------------------------2" x 5" x 0.050"
3 x 3:---------------------------------------3" x 3" x 0.125"
®PEN BACK SECTIONS
1 x 2: ---------------------------------------- 1" x 2" x 0.040„
1 x 3:----------------------------------------1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 SMS:----------------------------------2" x 2" x 0.045"
2 x 3 SMS:---------------------------------2" x 3" x 0.072"
2 x 4 SMS:--------------------------------- 2" x 4" x 0.045"
3 x 3 SMS:--------------------------------- 3" x 3" x 0,090"
anwaffrauffawtW10
2 x 4 SMB:-------------- -----
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:----------------------
2" x 5" x 0,050" x 0.118"
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0.120"
2 x 8 SMB --------------------
2" x 8" x 0.072" x 0,224"
2 x 9 SMB---------------------
2" x 9" x 0.072" x 0,224"
2 x 10 SMB:-------------------
2" x 10" x 0,092" x 0,374"
0910AMMIRM
1 GENERAL NOTES
2 DRAWING
3 DETAILS
4 [DETAILS
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LAN EXAMINER 77,
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ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Manson RE
FLORIDA LICENSE: 38654
Ian J. Foster P.E.
FLORIDA LICENSE: 93654
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FIDE Plans & Engineering
Services, Inc.
6272 Abbott Station Dr, Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans,co m
C,O,A,429054
DATE: 06/1.3/2022
DRAWN BY: ST
REVISION. I DATE:
RO 1
RO2
IRO3
NOTES
NOTE PROPOSED
STRUCTURE WILL NOT
ADVERSELY AFFECT
THE EXISTING
STRUCTURE
T ------ T--------T ------ In
-ncN
F � DOOR LOCATION MAY BE DETERMINED
K& IN THE FIELD BY THE CONTRACTOR.
q
C,
54 %ti
L 0
sslos
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE
FLORIDA LICENSE: 38654
Ian J. Foster P.E.
FLORIDA LICENSE: 93654
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcpIans.corn
C.O.A.429054
DATE: 06/13/2022
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
7 SADDLE PALM WAY
YRHILLS, FL 33541
FLOOR PLAN
S-2
PURLIN OPTION #2
UPRIGHT WEB LAPPED OVER PURLIN
OPTIONAL W/ (4) #10X3/4" SMS EACH SIDEr,
F
1/ " (11 GA.) ALUMINUMNOTE. 2"x3" SPECIAL P1AY BE USED IN LIED2"x PUR3.dNS(SEE.S-2 FOR OF 2"x2" WJl"xL"COMBOSIZE)ATTACHED TO BEAM GUSSET PLATE (ZX HEIGHT} ( T 0.250" w/MIN (4) #10 x 1 " SMS ^S, B #12 SMS 2" x 2" x0.045" CAVE RAIL MEMBER 0 m
S
(UNLESS OTHERWISE NOTED ON m x
NOTE: ZX4 SMS BEAM ONLY REQUIRES 4" ® ! ® x, S-2) ATTACHED TO PURLIN W/ (2) 5' 6R 7 X 6" WIDTH X 0.250" WIDTH GUTTER BRACKET W/ (2) 1/4" N #10 X 4" SMS THRU SCREW BOSS q�
EXTRUDED GUTTER BRACKET C� LAGS �� to
EA, BEAMW/(4)#12X3/4 =- ':am �� atio94 a9 `"'.xs`"
SMS INTO GUTTERLiP O / 1"X2"X0.045"OPENBACK NOTCHPOST �S@�gK�
4 1 4 LAG SCREWS 1-1/2- Sti N
SPACING @ EA, GUTTER BRACKET ✓ y ATTACHED TOPiJ2iINW/(2) AS NEEDED 2Zf11(tfd¢IIltliii� XN
PRE-PAB ONLY & (1) C 12 0 C. MAX- MIN #1OX1-1./2" SMS INTO SCREW
1" x 2" x 0.045' OPEN EMBEDMENT SHALL BE 2" SHALL BE 2" ® BOSS
BACK W/ (2)412 x 1-1/2" PROFESSIONAL ENGINEER SEAL
@ BEAM & AT GUTTER 1"XZ'X0.04s" OPEN BACK
@24"O.C. J ATTACHED TO z x2x0.045° --UPRIGHT
MAY USE 2X2 IN LIEU OF ENGINEER OF RECORD:
q
1X2, USE #10X2-1/2" �4 EAVE RAIL MEMBER
T 410X11/2'SMS David
TEKS, SAME PATTERN �.l AgV`l'I PURLIN ATTACHED TO EAVE RAILV Smith
APPLIES �^�, 53V1"NgLV� W/2"x2"x0.125" INTERNAL @ i2" O.0 W.
P.E.
�s RECEIVING CHANNEL OR FLORIDA LICENSE: 53608
00 aea A 00 S° EXTERNAL 0.125" ANGLE CLIP jHanson P.E
1Iti ATTACHED W/(3) #12x3/4" SMS EA. LEG"� mas �"
00 NOTES: FLORIDA LICENSE: 38654
# 2 x3" EAVE RAIL
,l 1 N NUMBER OF SCREWS IN ANY Ian J. Foster P.E.
� BEAM „B,. „N« „N1�� „S1„ ,.52„ S3„ , S4" DIRECTION-
2"x 2" x 1/8" X ALUMINUM THE HOST STRUCTURE SHALL7XTI 1-1/2"x6"x6125" FLAT BAR '` OPTION IO # 1
HAVE AT LEAST A 2"X4" 2. TOTAL NUMBER OF SCREWS PER FLORIDA LICENSE: 93654
ANGLE. w/ (4) #12 x 3/4" JOINT EQUALS 4TLME5 "B". W/ 6 #12x3/4" SMS ...--
SMS INTO BEAM ON EA SIDE FASCIA AND ROOF TRUSS 2X5 16 5 4 1 3„ 1+" 10" 5" I Q
EA -LEG SYSTEM. CONTRACTOR SHALL 3,PLATE WIDTH SHALL BE 3C�EAVERAIL 0.7 �1� P.E.
VERIFY THES AND IF 2X6 18 6 5 1" I g' 12" 6" DETERMINED FROM `I ANGLE 6F 3@ POST i i f
2"12"X0.062" RF.£EIVIt�,'G PURLIN
(4) 412 x3/4"SMS SMALLER- 2X7 20 6 6 1" 1" 14" 7" IICAMANDMIN.SPACEREQUIREll. FLORIDALICENSE.70667
CHANNEL W/ (2) #10X 3/4" SHALL BRING STRUCTURE UP 4. GUSSET PLATES EXTERNAL FASTEN RECEIVING CHANNEL 0.060" RECEIVING CHANNEL �''g
EA SIDE TO COVER EXPOSED INTO GUTTER EA SIDE TO A 2"X4" FASCIA AND 2X8 24 7 7 if' " 1 " 16 8„ 5, INTERNAL SCREWS FOR PURLIN TO BOTTOM OF EAVE RAIL Erik Stuart j` , E,
(1"x2' x POST SIZE}
BEAM ENSURE LESS THAN A 2'-0" 1 CONNECTION MAY BE INCLUDED IN W/(4) #12x3/4" SMS —..— ATTACHED TO POST
OVERHANG. s 2X9 32 1Q i 1 1 1Br,,� 'FOTALNUMBEROFSCREVlS, € FLORIDALICENSE:77605
W/(3) #12x3/4" SMS EA. SIDE
2X9 H 32 1(3 8 1g If' 28' 9" s. CABLE SPLICE WILL. HAVE THE � DR_
7„ SAME PA`rTERN. FBC Flans &Engineering
GUTTER BRACKET & BEAM ATTACHMENT DETAIL � 2X10 4fl 13 9 1�` � 20" 10' � AN L`xz°x0.125"ALUMINUM
ALUMINUM UPRIGHT 1 ANGLE
N.T,S• ' BOTH SIDES OF POST ATTACHED Services, Inc.
#1.2 SMS BEAP/1 SPLICE GUSSE DETAIL W/(3) #120/4" SMS EACH LEG. 6272 Abbott Station Dr. Unit 101
scALe: NTs P Zephyrhills, FL 33542
SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL Ph# (813)788-5314
-3 SCALE: NTS Fax# 1-(866)824-7894
E-mail-erb@ibcplans.co
-- — EDGE MEMBER Website-www.fbcplans,com
OR PURLIN (2) #10X4" SMS INTO SCREW C,O,A.429054
BOSSES FOR EDGE MEMBERS
BEAM SCREWS
2"X4"SMB 6 _1 --
2" X S "SMB b
2"X6"SMB 8 DATE: 06/13j2022
� 2" X 7" SMB 8 — — — ���
HINGE LOCATION 2" X B" SMB lO OPTION# 1 �� W/2(12)#i0X3/4' SMS 5" FLAT PLATE DRAWN BY: ST
2"X9"SMB 10
z' x 10" SMB 12 �® OR (8) #14x 3/4" SMS REVISION: DATE:
2" x 2" EXTRUSION ��� ( ( (MIN. 1/2" EDGE DISTANCE)
RO 1
2" x Z" EXTRUSION � (
FOR SLOPED BEAMS,
MAINTAIN ALL SCREW SPACING / l EDGE MEMBER RO 2
HINGE LOCATION DOOR FROM EDGE OF BEAM
5<ELF-MATINGBEAM ORPiIRLIN Rd 3
1- 5 SHALL BE NOTCHED
FOR UPRIGHT RO 4
2" x 2" EAVE RAIL SHOWN Job# 22_0613_171
(UNLESS OTHERWISE SHOWN � !�"�*
ONS-OLUX2'HEDI TOSCRBEAM w/ PROJECT ADDRESS:
(4)10x2°sMSINTOSCREW I P€�TI-I ENDS SIhIILAFZ
s
HINGE LOCATION BOSS 0 Oil
� i OPTION 41: 2" x 2" x PURLIN ( PE EZ
1" X 2" OPEN BACK EAVE DEPTH RECEIVING CHANNEL W/�f�C�7 SADDLE PALE WAY
RAIL ATTACHED TO oil r (4)#IOX3/4"EA. LEG ATTACHING ZEPHYRHILLS, FLJ�J4I
UPRIGHT w/(2 r
Iat)TE$: #10 x 1 Y," SMS INTO SCREW PURLIN TO BEAM OR EAVE
MEMBER i
BOSS
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. #10 X 1" SMS 24 ` C/C 060 REC. CHANNEL MIN.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM, 4" (MIN) UPRIGHT CONTRACTOR:
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10x 5/8" SMS. FASTEN A #14X 3/4" SCREWS ( j
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM (SEE TABLE ABOVE) � � � PATRIOT SCREENS, INC.
END OF THE UPRIGHT. /
OPTION #2
F TYPICAL SCREEN DOOR CONNECTION DETAIL
S-3 SCALE; NTS —
UPRIGHT TO BEAM CONNECTION - ALL WIND ZONES — — — — DETAILS
SCALE: NTS
C ROOF BRACING CONNECTION DETAIL
SCALE: N.T.S.S'
J J �
1lt1tt1119g;.,�,
NN
UPRIGHT
Nma L
SECONDARY ANGLE MIN
0.125" THICK (NOT a 4 o &
(4) #10 X 3/4" SMS e °
FASTENING SECONDARY REQUIRED FOR ZX3
ANGLE TO COLUMN (TYP MEMBER)
i EACH sIDE� PRIMARY 2" X 2" ( g
X 0.125' ANGLE t
FASTEN 2" X2 K125 ALUM. ANGLE t (B) - CONCRETE SCREW I
(2)#10X3f4"SMS FASTENING s L �\
TO POST/EDGE BEAM W ANCHOR INTO SECONDARY i
/ I COLUMN TO PRIMARY ANGLE � a �
(2)#12X3/4" FEKS @ EACH CONNECTION POINT ANGLE(TYP EACH SIDE) (SEE � '�j � ...
ON BOTH SIDESFASTEN .096 REC. CHAN. TO (TYP EACH SIDE) ft 2�y XN,�
OPTION #1 dPTION #2 TABLE} i2 I�.1
BACKSIDE OF 2"XH" EDGE BEAM � 0 1"X2'BASE MEMBER9liill(tttiX
W/(5) #12 SMS W/ 3/4" (4)#10 x 1 X" SMS RECEIVING CHANNEL (TYR EACH SIDE)
STAGGERED INTO SCREW OR ANGLE EA, SIDE (typ) ANCHOR SPA PROFESSIONAL ENGINEER SEAL
W/(H) #12 SMS W j 3/4" BOSSES (.0625' THICKNESS i (1) - CONCRETE SCREW (SEE
INTO SIDE FLANGES ) (MIN) �j TABLE) ANCHOR INTO PRIMARY ENGINEER i}FRECfJIZD:
ANGLE AND @ 1/4" 0 CONCRETE David
�� T g P.E.� SCREWANCHOR@ i/�VI YY.�i��Clt 9:
2X"II'� 3" (MIN)
0 o EDGE — - — — — — — — — 24" O.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608
13EAM TYP EACH SIDE)
2"X2" OR 2"X3^ (2) #10x 3/4" SMS NOTES: ( Thomas L. Hanson P.E
APPLY EDGE BEAM W/ REC CHANNELS O PURLIN OR GIRT (1yp) EA. LEC;) 1/4"& 3/8" 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
TO NOTCHED POST (TOTAL6 SCREWS R.C. (8) Concrete Screw ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE: 38654
FASTEN.090 REC. CHAN, To SCREWS ANGLE EA, Column Anchor 2, MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING J. P.E.UNDERSIDE OF 2X—EDGE BEAM CONNECTION) Size SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW Ian . Foster P.E
( B Min, Spa LENGTHS AT UPRIGHT CONNECTIONS SMALL BE OF SUFFICIENT FLORIDA LICENSE: 93654
CONTINUOUS EDGE BEAM POST W (4) 412 D
W/(4) #12 SMS W/ 3/4" H PURLIN OR GIRT TO BEAM OR POST DETAIL
W/(2) #12 SMS W/ 3/4" 2x3-1 /4" 0 0" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING 71 7
INTO SIDE FLANGE'S S_4 SCALE: NTS 2X4-1/4" 1 3" WHENAPAVERDECKISPRESENT. Joel Falar ieau P.E.
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. 2x5-1 /4" 1 3" 3, CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FLORIDA LICENSE: 70667
REC, CHANNEL.060 MIN., SAME WIDTH AS BEAM TYP. 2x6-3/8" 1 4° ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED 2x7-3/8" 1 5" BY ENGINEER. Erik Stuart P.E.
CAVE RAIL TO POST ALT. CONNECTION DETAIL 2x8-3/8" 2 3" 4. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE: 776fl5
SCALE:NTS 2x9-3/8" 2 4" CONNECTIONS AS 2X4 SHOWN IN TABLE.
2x10-3/8" 2 4.5" S.IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG FBC Pima & Engineering
SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc.
MEMBER 6272 Abbott Station Dr. Unit 101
G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS Zephyrhills, FL 33542
S-4 SCALE: FITS Ph# (813)788-5314
CONNECTION MAY BE USED FOR TOP AND BOTTOM WHEN APPLICABLE Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
NOTE: WHEN USING OPTION #2 \ 5" Website .fbcplans.com
OPTION #1 2500 PSI MIN, C,O.A.429054
CONCRETE W/WELDED
CONNECTION CABLE MUST BE
� � i
0.125" STAINLESS z WIRE OR FIBERMESH WITHIN 6" OF CORNER OR ® ® 1/8" ALUMINUM
STEEL CABLE PRIMARY MEMBER, PLATE @ 45'
I" X 2" X 1/8" ANGLE ANGLE W/ 1" DATE: 06/13 f 2022
3 1/2" (4" NOMINAL)
SLAB MINIMUA ' BREAK @ 90° W/
(4) #12 X 3/4" SMS ® 5/16" EYE BOLT DRAWN BY: ST
3/8" 0 x 3" MASONRY (TYP TOP AND SIDE) W/ LOCK NUT & REVISION: DATE:
0 We WASHER EA SIDE
A NCHOR
OPTION 41 RO 1
So (4" SLAB ONLY) OPTION #2 - A-36 STEEL CLIP 1/8" DIA, STAINLESS (9) #14 X 3/4 SMS"
MAY BY PLACED ON TOP OR STEEL CABLE @1" O,C. RO 2
DOUBLE COMPRESSION SIDE OF DECK W/ (2) 3/8"X 3"
SLEEVES TOP OF SLEEVE ANCHOR
CONCRETE L3/8" WELDED STAINLESS RO 3
4" NOMINAL SLAB N STEEL EYE BOLT OPTION #3
MINIMUM (8) 414 X 3/4 SMS RO 4
4.Side View Jab## 22_i}6i3_171
4 ' 1" 0 (MIN) WASHER �y
3/8"fix 3" MASONRY � 4 BENEATH NOT � PROJECT ADDRESS:
ANCHOR (MIN 3-3/4" OPTION #2 2500 PSI CONCRETE W/ PEREZ
EMBEDMENT) (4" SLAB ONLY) WELDED WIRE OR
FIBERMESH 35997 SADDLE PALM WAY
0,125" STAINLESS — — — ZEPHYRHILLS, FL 3354�1
STEEL CABLE 2500 PSI CONCRETE W/
j TOP of WELDED WIRE OR j View 3/8" 0 ADJUSTABLE EYE
CONCRET F BERMESH� BOLT FOR CABLE TENSION
4" NOMINAL SLAB CONTRACTOR:
MINIMUM !I OPTION ##2 s 1/8" 0 STAINLESS
STEEL CABLE PATRIOT SCREENS, INC.
4
5-1/2` 4 {
ALUM.STRAP W/ (2) 3/8 4T"0 X 3" MASONRY PERIMETER FRAMING
� ANCHOR (MIN 3-3/4" 2"12"X 1/8" EXTRUDED ANGLE
EMBEDMENT) OPTION #2 ON 45' ANGLE
(USE WITH FOOTING) Side View
OPTION ##1 DETAILS
11 CABLE TO FOUNDATION CONNECTION DETAIL I2 CABLE CONNECTION AT CORNER
SCALE: NTS �_ 2y SCALE: NTS
S-4