HomeMy WebLinkAbout20-1005 m s �
City Of Zephyrhilis PE ,MIT NUMBfk*,
5335 Eighth Street
Zephyrhills, FL 33542 BAR-001005-2020
' Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 12/03/2020
Permit Type: Add/Alter (Residential)
Property.Number- -Street Address
1126 210010 11000 0061 5639 20Th Street
Owniec-Information, 'Y.` Permitlnformation_ Contractof;lnformation
Name: JANET HUDSON&MISTY WATERS Permit Type:Add/Alter(Residential) Contractor: HOMEOWNER
Class of Work:Add/Alter Residential
Address: 5639 20Th St Building Valuation:$2,000.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)481-8735 Mechanical Valuation:$0.00 Y I
Plumbing Valuation:$0.00 l
Total Valuation:$2,000.00
Total Fees:$75.00
Amount Paid:$75.00
Date Paid:12/3/2020 11:48:42AM
Project Description a` j zx
SCRN RM EXTENSION 9 x 216 SQFT
Application,Fees
Building Permit Fee $50.00 Building Plan Review Fee $25.00
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
. �
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
F6 D9 a 2A-24 A)
ct for TTrrrrrT=
rrrrrrrr ............
Date Received
R Permitting
Phone Conte
Owner's Name Owner Ph -7 -2:5
an one Number
Owner's Address 113 -1 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number L
Fee Simple Titleholder Address
JOB ADDRESS LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL o REPAIR
PROPOSED USE Q SFR Q COMM OTHER
TYPE OF CONSTRUCTION. Q BLOCK RAyE STEEL
DESCRIPTION OF WORK @
BUILDING SIZE SQ FOOTAGE HEIGHT
Wis 4
BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C.
=PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL.INSTALLATION
=GAS Q ROOFING 0 SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
HHHHHHHHf4+ 1.1.14,4. i i I i v i 2 i i i i i i i i i i v i i v i i i i i v I i i i i
BUILDER COMPANY
SIGNATURE REGISTERED L�N FEECURREt,,
Address License# F
ELECTRICIAN COMPANY
SIGNATURE' REGISTERED YJ N FEE CURREN
Address License# F
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED J FEE CURREN L_y N
Address License#
OTHER COMPANY =
Y/ N SIGNATURE GN E E 1 N
SIA REGISTERED _J FEE CURRN L1
I
Address License#
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 Silt Fence installed,
Sanitary Facilities&i dumpsten Site Work Permit for subdivisionsfiarge projects
COMMERCIAL_ Attach(2)complete sets of Bulldlrigi�Plans pluse Life Safety Page;-(*l)s.et of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working.days after submittal;dete.!'Required onsite,Construction Plans,Stormwater Plans wl Silt Fence Installed,
Saffitary Facilities&'I dumpster.Site Work Permit for all new projects.Ali commercial requirements must meet compliance
SION PERMIT Attach(2),sets,of Engineered Plans.
****PROPERTY SURVEY required-for all NEWidonstruction.
Directions: ...... .......
Fi(tout-application completely.
Owner&.0ontractor sigR�backqf application,,notarized
.0ov ,er,$2500,a Notice'6fCommehc6m'e'ln't;is:'required. (jNC'upg
rades over$7500)
Agerit.(for.thecontra6t6),brppwpr.,of.. may,(for the.owner),would be someone With notarized letter from owner authorizing same
�r
•
QVER.THE COUNTER PERMITTING..i. required),
lteroofs if sh ingles Sewers ,%Servic6,URg7:c s"AlC Fences(PlottSurvey/Foota
go)
'Driveways-Not over Counter if on-public roadways.Abeds ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County reg I ulat�ns. The undersigned assumes responsibility for compliance with any
applicable deed restrictions. I
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 at727-847-
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. I -
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 valuatio'n 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.I
CONTRACTOR'S/OWNER'S 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, 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 taketo'be in compliance. Such agencies include but are not limited to:
Department of, Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive A
Lands,WaterlWastewater Treatment.
Southwest .Florida Water Management District-Wells, Cypress 'Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls; Docks, Navigable Waterways.
Department of Health & Rehabilitaiive 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 I 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 Jn Flood Zone."A" in connection with a permitted building using stem wall
that fillwill,',be��used; to fill the area-Within the stem Wall.
construction, I certify use . I
If fill material is to be used in,,any-1:area,,,T,cqrtify that use.of such fill will. not adversely affect.adjacent
properties. If use of fill'is-found o,,adversely�eiffect'adjacent.properties, the owner may:be cited for violating
the conditions of the build!6g,pe'r'mit issued,,unidet:the-attached permit application, for lots less than one (1)
acre which are elevated by-filf, an engineered drainage plawis-required.
If I am the AGENT FOR THE OWNER,:I'"p-romiselin,good'faith to inform-the owner of the permitting,conditions set-forth in
this affidavit prior to commencing construction. I junderstand:that a;separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditio ning,,gas, or other installations not specifically included in the application. A
permit issued shall be construed.to be a license tlo..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 work authorized by 41�,
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 FAILUREJO%RECORD-A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PA,YfkG,T.WICE'FOR,.IMPROVEMENTS,TO YOUR-PROPERTY. IF YOU,INTEND VOOBTAIN FINANCING,CONSULT
WITH,YOUR LENDER:OR AN ATTORNEY BEFORE,RECORDING...YOUR NOTICE.OF-COMMENCEMENT.
FLORIDA JURAT'(F.S.117.03)/
OWNER OR AGENT X14� CONTRACTOR rA
Subscribed and sworn t before bsclbed a d-s JV1 to-I[or-affirm )�efore
(or affirm be --Su 71 d' t. L-r So n A7 ( __pa thb
n 42 L. ��_763 0/7 -lit- by J f�y\-e
Who islare personaft�,known to me or has/have produced Wh /are persot)a, known to me or has/have produced
�Dam,5s Gtle� as Identification, 1,5 Uce-'ait., as Identification.
Notary Public i e Notary Public
com Iss! n N commi U
6S,0 o
Name of Na -IM MIR RogrA
d Wn Name of Notary typed 'MI d 8 _G_G 276457
imom 17 Z,lo n#?G52 7L 5 7
ExplresD
Expires December 12,2022 . Bonded Thruecember12,2022
Day Fain Insurance$W38,r,?0i9
Bonded Thru Troy Fain Insurance NO-385-7019 W
^
. . �
DISCLOSURE STATEMENT FOR OWNER
CITY OFZEPRYR0H\LLS—BUILDING DEPARTMENT
1, -M t,04 &Cky---N have read and fully understand and agree to the
p �i of this instrument.
rovis
.
The undersigned states and affirms that haorshe is desirous of constructing, renovating, adding toor
reroofing his or her own domicile,that haor she actually occupies, or will occupy by said
domiui|e, and same is not for nerd, lease or sale. That he or she shall comply with the Foil—owing
conditions:
1. That the owner and heor she alone shall act as the builder for all phases ofconstruction.
2. That the owner will comply with all provisions of the City ofZephmhiUo ordinances and codes
pertinent tothe building.
3. That in the event various phases of construction are mubcontn*ct*d, he will engage only
properly licensed subcontractors and will personally supervise such work.
4' That in the event the Building Inspector aheU require corrections to be made, the ovwmerViU
ooaunmo full naepmnoibi|ib/ to insure they are made, and upon completion will call for m
nainepemtion before proceeding with the building.
5. That the owner ehoU assume full responsibility for the construction and will not expect
supervision of his work from the City ofZephyrhiUo Building Department.
6. That prior bofinal inspection any additional fees, including nainmpeoUon#ama. must be paid in
full. A written request fromthieofficeoha|| nonmiituhoanofficia| notiootoVayoddiUono|feeo.
7. That the owner shall comply with all City, State and Federal laws in regard to social security,
vvorkrnen'acmnnpenao1ion' lien laws, mtc..where applicable.
8. That the owner shall comply with all the msdetv codes issued by the Florida Industrial
Commission.
9. State law requires construction to be done by licensed contractors. You have applied for a
permit under an exemption to that law. The exemption oUnvms you, as the owner of your
property, to act as.your own contractor with certain restrictions even though you do not have `
a |icenoe. You must provide direct onsite supervision of the construction yourself. You may
build or improve m one-family or two-family residence or farm outbuilding. You may also
build or improve a commercial buUd|n0, provided your costs do not exceed $75.000. The
building or residence must be for your mvvn use or occupancy. It may not be built or
substantially improved if for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person to act as your contractor wrto supervise people working on your
building. It is your responsibility to make sure that people employed by you have Uomnnem
required by state law and bv county or municipal licensing ordinances. You may not delegate
the responsibility for supervising work to a licensed contractor who is not licensed to perform
the work being done. Any person working on your building who is not licensed must work
under your direct supervision and must be mnzo|oved by you, which mnmono that you must
deduct F.I.C.A. and withholding tax and provide worker's compensation for that employee, all
as prescribed by law. Your construction must comply with all applicable |axva, ordinances,
building codes, and zoning regulations.
OWNER'S SIGNATURE DATE
ADDRESS
pHONE
WITNESS PERMIT
'
'
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X S. SCREENING MATERIAL SHALL BE 1BX14XO.013 OR THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITION RESIDENTIAL&EXISTING
I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 r� .
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. 4 a -f :e
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI BE VERIFIED BY CONTRACTOR
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL ONTCTOR&BUILDING OFFICIAL
;
THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE i3 .. a'
MINIMUM,3 1/2"NOMINAL THICKNESS. 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR ""' ti - •s
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE -
IN LIEU OF WELDED WIRE MESH STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. *_ s
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR sr.
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT BE APPLIED IN CONDITIONS ACCEPTABLE TO WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD a ,
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAM 3280.105 E MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE '
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT GRADE#5 OR BETTER ZINC PLATED. -. a ��_ : e 0
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE er
SOIL FOR WOOD DESTROYING ORGANISMS. S.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR ': a " gs s
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 xm d �s;£1- • tee F '
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY DEGRADE
RADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 1 "
FOR USE WITH ACQ PRESSURE TREATED WOOD,OR SCREEN ROOM ON EXISTING CONCRETE
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL ` .-
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. � ° t_z
DESIGN DATA:
9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. PfQ? �SIONAL&IyGIt SEAL
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 1. RISK CATEGORY: I
FOLLOWING:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W. Smith P.E.
UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:53608
3/4".
AIR ENTRAINING+/-1%-ASTM C 260. 4. NOMINAL(Vasd)WIND LOADS: ENCLOSED
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: INTERNAL PRESSURE COEFFICIENT: +/-0.18 Thomas L. Hanson P.E.
CLEAN POTABLE WATER. ASTM E 119 FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 FLORIDA LICENSE NUMBER:38654
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 COMPONENT&CLADDING PRESSURES: Myron Max Neal,P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ROOF:ZONE 1:8.9/-21.8 WALLS:ZONE 4:21.8/-23.6 y
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10 FLORIDA LICENSE NUMBER:66663
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150 ZONE 3: 8.9/-55.0
RECOMMENDATIONS. ASTM C33 SOLID ROOF(MWFRS): 23 PSF Joel Falardeau P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 5. SOLID ROOF TYPE: FLORIDA LICENSE NUMBER:70667
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 3"X.024",1 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF,
SPALLING OR OTHER DETERIORATION. ASTM A185 FL 7561 OR EQ. Erik Stuart P.E.
FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) DEFLECTION: L/120 FLORIDA LICENSE NUMBER:77605
B.MASONRY: 6TH EDITION MAXIMUM ALLOWABLE SPAN: 12.11'
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL SITE SPECIFIC DESIGN SPAN: 8.00'
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: 6. FOUNDATION:
TYPE M OR S MORTAR. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
2.ALL MORTAR SHALL BE OF TYPE M OR S. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT EXISTING CONCRETE SLAB/FOOTING PER SECTION'A'OF GENERAL NOTES.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM
U
THE PROPOSED ADDITION FBC Plans & Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1.TYP--TYPICAL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2. SIM--SIMILAR
�< Services, Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 3. UON--UNLESS OTHERWISE NOTED C O*' 3t t•1
HEIGHT. 4. CONT--CONTINUOUS , 2 P�i. r F 6272 Abbott Station Drive Unit 101
c �±, 1 I4 � ra: _ Zephyrhills,B.33542
5.VIF--VERIFY IN FIELDt°+,ya
C.ALUMINUM: �£Cy�� , �_�'1 Phone:(813)788-5314
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: QRDIN P' b; Fax:1-(866)-824-7894
1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A ALUMINUM STRUCTURAL M RS �� Website:www.Ibc lans.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING - email:erb@fbcplans.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. HOLLOW SECTIONS
0.024"SHALL APPLY. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 2:---------------------------------------2"x 2"x 0.044" DRAWN BY: W.P.
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 3 x 2:---------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 2 x 3:---------------------------------------2"X 3R DATE: 10/26/20
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 3:---------------------------------------2"x "
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE:
CONTRACTOR. 2 x 4:---------------------------------------2"x �. 5` t:
PREPARED BY THE ALUMINUM ASSOCIATION, �.fl5 bee RO 1
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2 x 5:---------------------------------------2"x
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND /
20 ALUMINUM). MANUFACTURER OPEN BACK SECTIONSa �B ylJ RO 2
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A �T
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
LICENSED P.E.IN ACCORDANCE WITH STANDARD 1 x 2:----------------------------------------1"x 2"x 0.040" R0 3
SEPARATION. ENGINEERING PRACTICES. 1 x 3:----------------------------------------1"x 3"x 0.045"
R0 4
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: SNAP SECTIONS #20_1019_316
USING#12 SPACING MAY BE 24"ON CENTER. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 3 2 x 3"x 0.050" PROJECT ADDRESS:
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING WITHOUT A MANUFACTURER'S HOST BEAM. Snap:---------------------------
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 2 x 4 Snap:---------------------------------2"x 4"x 0.045" MISTY WATERS/JANET HUDSON
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 5639 20TH ST.
VISIBLE WHEN PANEL IS INSTALLED, ON THE MANUFACTURED HOME. SELF MATING ISMS] ZEPHYRHILLS, FL 33542
D.FASTENERS: 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 X 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
300 18-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17 IN ITS ENTIRETY. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" OWNER
FLAT WASHERS AND NUTS. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, HAVE EPDXYADHES[VE TO CONCRETE OR IF USING GROUT, 2 x 10 SMB: ------------------ 2°x 10"x 0.092"x 0.374"
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED. NOTES
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EDITION RESIDENTIAL&EXISTING
3"X.024" 1 LB. DENSITY
EPS FOAM COMPOSITE
PANEL ROOF, FL 7561y, ,3
7 /
2X3 E GE BEAM j i PROFESSIONAL ENGINEER SEAL
ii
ENGINEER OF RECORD
0 0 0 0 0 ;I David W. Smith P.E.
am X X X X X �I
O X M N i i FLORIDA LICENSE NUMBER:53608
N I N N N N X I I
�- �� Thomas L. Hanson P.E.
I I FLORIDA LICENSE NUMBER:38654
X3 ��___ Myron Max Neal, P.E.
4'-43/4" FLORIDA LICENSE NUMBER:86663
OPT. 16" KP 1X2
Joel Falardeau P.E.
22'-0" FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FRONT ELEVATION FLORIDA LICENSE NUMBER:77605
1/4"=I'-0"
FBC Plans &Engineering
REAR OF EXISTING HOME Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
30'-0" Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY: W.P.
EXISTING CONCRETE
BLOCK WALLS DATE: 10/26/20
REVISION: DATE:
RO 1
RO 2
RO3
R0 4
o EXISTING #20-1019-316
SCREEN ROOM SCREEN ROOM
00 EXISTING CONCRETE PROJECT ADDRESS:
SLAB & 8X8 FOOTING MISTY WATERS/JANET HUDSON
0 5639 20TH ST.
ZEPHYRHILLS, FL 33542
4'-434"
2X3 EDGE BEAM CONTRACTOR:
1 II 11 --- ------a---
OWNER
-Ac-
22'-0"
FLOOR PLAN 2X3 ALUM.
UPRIGHTS PLAN/ELEVATIONS
I HEREBY CERTIFY THAT I HAVE REVIEWED
• THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EDITION RESIDENTIAL&EXISTING
a. K
EXISTING ROOF
~ mss_________________________ ___________ _ \ 0
i jam'
PfZOFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
N N x EXISTING HOME
N - FLORIDA LICENSE NUMBER:53608
N
Thomas L. Hanson P.E.
2X3 FLORIDA LICENSE NUMBER:38654
Myron Max Neal, P.E.
1X2 FLORIDA LICENSE NUMBER:86663
-----------
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans &Engineering
3"X.024" 1 LB. DENSITY Services, Inc.
EPS FOAM COMPOSITE 6272 Abbott Station Drive Unit 101
PANEL ROOF, FL 7561 Zephyrhills,fl.33542
EXISTING ROOF OR EQ. Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY: W.P,
DATE: 10/26/20
REVISION: DATE:
RO 1
x RO2
EXISTING HOME ^ x N I RO 3
4-0" X
N RO 4
2X3 #20_1019_316
PROJECT ADDRESS:
1X2
MISTY WATERS/JANET HUDSON
Lz- 5639 20TH ST.
ZEPHYRHILLS, FL 33542
8'-0"
EXISTING CONCRETE CONTRACTOR:
SLAB & 8X8 FOOTING
OWNER
PLAN/ELEVATIONS
I HEREBY CERTIFY THAT I HAVE REVIEWED
• THIS PLAN AND FOUND IT TO BE IN
3"X 48"COMPOSITE #12X4"SMS W/11¢'O NEOPRENE COMPLIANCE WITH ASCE 7-10&FBC 6TH
#12 X 4"SMS ROOF PANEL WASHERS @ 8"O.C.PER PANEL 3"X 48"COMPOSITE EDITION RESIDENTIAL&EXISTING
EXISTING HOST STRUCTURE ROOF PANEL R
EXTRUDED HEADER UNDER THE DRIP EDGE OR 1-1/4"NEOPRENE _ r r o FS�t
BREAKFORM HEADER CHANNEL WITH WASHER @ 8"
------------ ------------- '
EDGE BEAM IS THE �`
SAME SIZE AS UPRIGHT a `
2X3 EDGE BEAM
2X3 ALUM.EDGE BEAM PER PLAN 2"X2"X.125"XBEAM - a "'""```•�� �
DEPTH ANGLE W/(3) " i •• ` "
#12 SMS @ 8"O.C. I I I #12X 3/4"EA.LEG,BOTH SIDES o r s t" q `mares !
FOR COMPOSITE PANEL I I I (4)#1OX 3"INTO - ` {• = .:7 ,�
I I I I SCREW BOSS `t 1
FASTEN HEADER CHANNEL TO FASCIA W/*'OX2Z'LAG e.
I II
SCREWS @ 24"O.C.,2 ROWS STAGGERED.STRIP PROFI!SSIOpIAI FI}�G MFP SEAL
SEALANT BETWN.FASCIA&HEADER CHANNEL II I I I I 2X ALUM.PATIO UPRIGHT
2X3 PATIO UPRIGHT ENGINEER OF RECORD
FASTEN 1X2 ALUM.TO EXIST. II II
MASONRY WALL W//"OX2-1/2" David W. Smith P.E.
MASONRY ANCHORS @ 24"O.C. FLORIDA LICENSE NUMBER:53608
OPTIONAL INTERNAL SCREW CONNECTION: PANEL ROOF,POST,AND EDGE)END BEAM
ROOF PANEL TO FASCIA CONNECTION DETAILS ROOF PANEL TO EDGE BEAM CONNECTION DETAIL CONNECTION DETAIL Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Myron Max Neal,P.E.
JI-UPRIGHT OPTION#2 FLORIDA LICENSE NUMBER:86663
SECONDARY ANGLE MIN 0.060"ALUMINUM INTERNAL
. " (NOT
OR EXTERNAL RECEIVING Joel Falardeau P.E.
(SEE NOTES)#12 X 3/4"SMS 0125 THICK( CHANNEL W/(4)#10 X 3/4"
OPTION#1 INTO INTO BEAM OR
FASTENING SECONDARY REQUIRED FOR 2X3 UPRIGHT.(2)#10X 3/4"EA. FLORIDA LICENSE NUMBER:70667
MEMBER)
ANGLE TO COLUMN(TY [4)#10 x 1 y"SMS I LEG INTO GIRT OR PURLw- EDGE BEAM PER PLAN
EACH SIDE) INTO SCREW BOSSES Erik Stuart P.E.
1/4"4 PRIMARY 2"X2"
X 0.125"ANGLE _c_e==--- _ ________= FLORIDA LICENSE NUMBER:77605
Concrete Screw [B)-1/4"0 CONCRETE SCREW2"X GIRT Z
Column Anchor (2)#12 X 3/4"SMS FASTENING
Size ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE
B Min.Spa ANGLE(TYP EACH SIDE)[SEE 1 O
2x3 TABLE) O (TYP EACH SIDE) I ow a
2x4
O 1"X 2"BASE MEMBER OPTION#3
ITYP EACH SIDE) 1"X1"X0.062" I I 0 DOOR o
ANGLE CLIPS w/(2) I IgALUMINUM
2 GA.KICKPLATE(.024"MIN. °• ° FBC Plans &En ineerin
ANCHOR SPA / g g
(1)-3/8"0 CONCRETE SCREW #12X34"SMS EA LEG I I COIL)ATTACHED
(MIN)[TYP)(SEE TABLE) Services, Inc.
ANCHOR INTO PRIMARY I IO ALUM.MEMBER W/#1OX"ANGLE AND @ 1/4"0 CONCRETE MS @ 12"O.C. 6272 Abbott Station Drive Unit 101
3"(MIN) SCREWANCHOR@2X ALUMINUM Zephyrhills,fl.33542
24"O.C.BETWEEN COLUMNS
(
TYP EACH SIDE) Phone:(813)788-5314
NOTES: X2 MIN. OPEN BACK KICKPLATE = Fax:1-(866))-824-7894
1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR ALUM.POST,SEE POST TO SLAB CONN.DETAIL email:erb@5fbcplans.com
INTO THE 1X2. 1X K Website:www.fbcplans.com
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT ! ; • C.O.A.-#29054
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED e ..•' ., .•a ." DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. . DRAWN BY: WP
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. FASTEN 1X OPEN BACK TO CONCRETE NOTES:
4,2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. WITH 1/40 CONCRETE SCREW ANCHORS @ 24"O.C. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. DATE: 10/26/20
BETWEEN COLUMNS W/2-3/4"EMBEDMENT MIN. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM.
2X POST OR SMB CONCRETE BASE CONNECTION AND 3' EDGE DISTANCE MIN. REVISION: DATE:
3. HINGES SHALL BE ATTACHED TO DOOR WITH[3)#10 x 3/4"SMS. FASTEN A
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM RO 1
ALUMINUM GIRTJKICKPLATE FRAMING CONNECTIONS END OF THE UPRIGHT.
RO 2
RU 3
R04
FASTEN 1X O.B.TO ALUM.
/ 1/4øx2-1/2"EMBEDMENT LAG SCREW UPRIGHT W/#10X1}"SMS WITHIN #20_1019_316
6"FROM TOP&BOTTOM&@ 24"O.C. 3"FROM ENDS&@ 12"O.C.
PROJECT ADDRESS:
/ 1"X2"MIN.OPEN BACK
MISTY WATERS/JANET HUDSON
/
1"X2"OPEN BACK OR, 5639 20TH ST.
2"ALUM.PATIO EXTRUSION ZEPHYRHILLS, FL 33542
/ ALUM.POST PER PLAN
/ CONTRACTOR:
1"X2"MIN.OPEN BACK OWNER
OPTIONAL INTERNAL CONNECTION:
ALUM. TO HOST STRUCTURE DETAIL 2 #10 x 1- "SMS MIN
�lri�RU SCREWW2 BOSS OF ALUMINUM DETAILS
/ SCALE:NTS 1'X OPEN BACK SCREEN ROOM
OPEN BACK TO ALUMINUM POST DETAIL
I HEREBY CERTIFY THAT I HAVE REVIEWED
ROT DIPPED.GALVANIZED'. THIS PLAN AND FOUND IT TO BE IN
General Notes ROT
ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10,
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
MINBAUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. f"'
� `
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN � Th�,
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERIVIESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
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.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR SCREEN ROOM ON EXISTING CONCRETE L'✓
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
AGGREGATES-#6 STONE.ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH.
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 2. RISK CATEGORY: I PROFESSIONAL ENGINEER SEAL
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 ENGINEER OF RECORD
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" S. WIND LOADS:
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. D avid W. .Smith P E:'1
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SOLID ROOF(MWFRS): 20 PSF '
FLORID
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: SCREEN WALLS: 23 PSF ALICENSENUMBER 53608 �+
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH Thomas-L.Hanson P.E.
RECOMMENDATIONS. ASTM E 1300 AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FORTHE PROPOSED
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 STRUCTURE FLORIDA LICENSE NUMBER:38654
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 7: SOLID ROOFTYPE: 3"X.024 COMPOSITE PANEL FL#7561
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 LI Mark Ronald Dunn,Jr, P.E.
SPALLING OR OTHER DETERIORATION. ASTM C150
FLORIDA LICENSE NUMBER:73968
ASTM C33
B.MASONRY:
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 Joel Falardeau P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C494
ASTM A615 FLORIDA LICENSE NUMBER:70667
TYPE M OR S MORTAR ASTM A185
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) LI Erik Stuart P.E.
3.ALL GROUT SHALL BE 2000 PSI MINIIVIUM AND HAVE 6TH EDITION ALUMINUM STRUCTURAL MEMBERS FLORIDA LICENSE NUMBER:77605
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING HOLLOW SECTIONS
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS:
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 2 x 2:---------------------------------2"x 2"x 0.044"
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 3 x 2:---------------------------------3"x 2"x 0.050"
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2x3:-----------------------------2"x 3"x 0.050" FBC Plans &Engineering
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP-TYPICAL
2x3:------------------------------------2"x 3"x 0.070"
2.SIM--SIMILAR Services,Inc,--
-----------------
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 2 X 4: - - 2 x 4 x 0.05 - =
3
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.DON-UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit.101
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4.CONT—CONTINUOUS Z x 5: — — — --2"x 5"x 0.050" Zephyrhllls,'fl 33542.
S.VIF--VERIFY IN FIELD
0.024"SHALL APPLY. Phone:(813)788-5314
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- OPEN BACK SECTIONS
G.RESPONSIBILITY: _�, ,=� Fax:1-(866)-824-7894
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:---------------------------------------1"x 2"x 0.040" Website:www.Ibcplans.com
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLECABLE BUILDING lx 3:----------------------------------------1"x 3"x 0.045"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC.
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY: SB
INC.WASH NGTOND.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. 2x3 3 Snap: ----------------------2"x 3"x 0.050" DATE:4/11/2018
ALUMINUM). 3..THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE ___ 2_x_4 Snap:_ --
STEEL,OR. WHERE ALUMINUM COMES INTO CONTACT WITH —REVISION:
4
'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. SELF MATING (SMB) RO 1
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" RO 2
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2x5 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
USING#12 SPACING MAYBE 24"ON CENTER 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" RO 3
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 7 SMB:- 2"x 7"x 0.057"x 0,120"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 2 x 8 SMB:-------:-------------- 2"x 8"x 0.072"x 0.224" RO 4
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS H.MISCELLANEOUS: 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" PROJECT ADDRESS:
VISIBLE WHEN PANEL IS INSTALLED. 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME HUDSON
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR
TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 5639 20TH ST.
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED ZEPHYRHILLS FL
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME.
FLAT WASHERS AND NUTS. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE
3.ALL CONCRETE SCREWS SHALL BE,SIIviPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING CONTRACTOR:
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. HOMEOWNER/H U DSO N
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
NOTES
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
FLOOR PLAN
SCALE: 1/8- = 1'-0-
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD:
EXISTING David W. Smith P.E.
HOME
FLORIDA LICENSE NUMBER:83608
Thomas LHaison P.E.
FLORIDA.LICENSE NUMBER:38654
Mark:Ranald Dunn,Jr. P.E.
FLORIDA LICENSE NUMBER:73968
----Y EXISTING ROQF Joel Falardeau P.E.
I OVERHANG
FLORIDA LICENSE NUMBER:70667
I
p �y' PROPOSED 'y- o Erik Stuart P.E.
SCREEN ROOM FLORIDA LICENSE NUMBER 77605
j.4'-0" j. 4'-0" j, 4'-0" 4'—Q" FBC Plans&Engineering
Services,Inc.
19'—O" J. 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:[813)788:5314 :..
Fax:1-[866)-824-789.4
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY: SB
DATE:4/11/2018
- REVISIONF -- -
FRONT ELEVATION RO1
SCALE: 1/8' = 1-0'
RU 2
3"X48X.024" COMPOSITE PANELS FL#7561
3X48"X.024" COMPOSITE PANELS FL#7561 OR OR EQUIV. RU 3
EQUIV. ---------- R04
2X3 2X32X3 EXISTING 1X2 JOB NAME &ADDRESS:
EXISTING ' HOME
HOME ; `° o HUDSON
N N N n N N N N ; 5639 20TH ST.
2X2 2X2 2X2 II 2X2 2 2X2
ZEPHYRHILLS FL
1X2
- t.4'-0" k4'-0" 4'-0" 3'-O" 4'-0"
CONTRACTOR:
PLANS/ELEVATIONS
'f I HEREBY CERTIFY THAT I HAVE REVIEWED
EXISTING HOST STRUCTURE #12 X 4"SMS THIS PLAN AND FOUND IT TO BE IN
1-1/4' NEOPRENE 3"X 48"COMPOSITE COMPLIANCE WITH ASCE 7-10,
BREAK FORM HEADER OR WASHER @ 8"O.C.PER PANEL ROOF PANEL &FBC 6TH EDITION
RECEIVING CHANNEL
#10 SMS @ 8"O.C.
EDGE BEAM IS THE
SAME SIZE AS THE UPRIGHT
SOLID ROOF
@ @ 2X3 EDGE BEAM
2"X2"X125"X BE WI
AM
DEPTH ANGLE W/(3) FASTEN 1-1/2" DE X
#10X3/4 EA LEG "LONG X.125 THICKNESS
STRAP CONNECTING EDGE
BEAM TO UPRIGHT/COLUMN
W/(4)#10 X 3/4"TEKS
TOP AND BOTTOM AT EACH
CONNECTION POINT PROFESSIONAL ENGINEER SEAL
1.1/4" #10 SMS @ 8"O.C. @ EACH SIDE
(MIN) OPTION 1 2X3 PATIO UPRIGHT
ENGINEER OF RECORD
1/4"X 2"LAG SCREWS(2)ROWS STAGGERED 24"O.C. David W.Smith P.E.
CONNECTING HEADER OR CHANNEL TO FASCIA.
FLORIDA LICENSE NUMBER:53608
COMPOSITE PANEL ROOF TO FASCIA HOST BEAM
CONNECTION DETAILS ROOF PANELTO EDGE BEAMCONNECTIONDETAIL Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr. P.E.
PRIMARY ANGLE
2"X 2"X 0.125" FLORIDA LICENSE NUMBER:73968
EDGE BEAM PER PLAN
2XALUM. Joel Falardeau P.E.
(2)#10 X 3/4"SMS FASTENING
2x3 COLUMN POST COLUMN TO PRIMARY ANGLE FLORIDA LICENSE NUMBER:70667
(TYPICAL EACH SIDE) 2X ALUM.UPRi7 HT Erik Stuart P.E.
C PER PLAN FLORIDA LICENSE NUMBER:77605
1X2 BASE MEMBER
(TYPICAL EACH SIDE) DOOR
(1)3/8"0 CONCRETE SCREW
ANCHOR INTO PRIMARY ANGLE
AND 1/4"0 CONCRETE SCREW FBC Plans &Engineering
ANCHOR @ 24"O.C.BETWEEN $erV1C2S,Inc.
COLUMNS.(TYP EACH SIDE) 6272 Abbott Station Drive Unit 101
MIN-EMBEDMENT SHALL BE 2-3/4"OW
ALUM.OPEN BACK Zephyrhills,tl.33542
NOTES: Phone:(813)788-5314
1.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON W RED Fax:1-(866]-824-7894
HEAD®LDT 3/8"0 STAINLESS STEEL CONCRETE SCREW. TYPICAL SCREEN DOOR CONNECTION DETAIL
OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. SCALE:NTs Website:www.fbcplans.com
NOTES: C.O.A.-#29054
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. DRAWN BY: SB
2x3 POST CONCRETE BASE CONNECTION 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @12"12"O.C.AND WITHIN 3"FROM DATE: 4/11/2018
END OF THE UPRIGHT.
- - - - -REVISION: DATES-
RO 1
R02
OPTION#1 I I
i I RO 3
// 114"0 x 2-112"MASONRY ANCHOR (4)#10 x 11/"SMS
INTO SCREW BOSSES I I OPTION#2 RO 4
IF WOOD SUBSTITUTE IDENTICAL I I
WOOD SCREW OR LAG 6"FROM I PROJECT ADDRESS:
TOP AND BOTTOM AND @ 24"O.C.
1"X -------- I
T HUDSON
OPEN BACK
2"X2"OR2"X3 I0.060"ALUMINUM INTERNALCEIWNG 5639 20TH ST.
jMEMBER CHANNEL OREXTENAL4)
W/(4)#10 X 3/4"
7 . OPTION#3 I I INTO INTO BEAM OR ZEPHYRHILLS FL
0.060"ANGLE CLIPS w/(2) I I UPRIGHT.(2)#12X 3/4"EA.
1"X OPEN BACK #12x3/4"SMS EA LEG) I LEG INTO GIRT OR PURLIN- CONTRACTOR:
HOMEOWNER/HUDSON
\ OPTIONAL UPRIGHT OR BEAM-SNAP
_(2)#10 x 1-1/2"SMS MIN r� OR SELF MATING OR
THRU SCREW BOSS OF 22 GA.KICKPLATE INSTALLED W/�= HOLLOW
1"X OPEN BACK #10/3/4"@ 12"D.C.
CHAIR RAIL&GIRT CONNECTIONS
OPEN BACK TO HOST STRUCTURE DETAIL ALUM.DETAILS
SCREEN ROOM
C om
#5639_20th Street, Zephyrhills, FL 33542
DESCRIPTION: Block
The East 1/2 of LOTS 6 & 7, BLOCK 110, of CITY OF ZEPHYRHILLS, F.I.P.
according to the map or plot thereof, as recorded in PLAT BOOK 1, No ID# v N
PAGE 54, of the Public Records of Pasco County, Florida. 0)
A
0 I WE >'E
O IScale:
o!�
0
C)
S 89'31'21"E 92.00' (F) z
F.I.R. 5/8"
1..1 F.I.R. 1/2"
' 1.0 'NO ID# 2' as. Wall NO ID# 9
6' W/F
•0 '
.1 Utility
1.0' q/C Conc. Pole
27.7'
I - Metal .._.
L 0 T n •' 6 .Shed
vv Conc. D/W oLiJ 00 a'Il �� C0 C d Grass 9.0 N co //�
r
- — fit — aD
— — — — — V J
OConc. Deck CO
0 U- ♦j -'n p C
0 8)
b
CO O E
l0 L 0 T 0 7 uo 0 0 N
z fn r) n.
26.0' L.P272' �=
F.I.R- 5/8'- .
#3555 0.2' C
6' W/F.= 2.5 Conc. S/W
4' C L fl h- 3.5-- <p
0.1' N 89'25'59"W 91.91' (F) 0.4' N
F.I.R. 5/8"
#3555
_ __ --- - -- --- --- - — - -------------------- ----- - ---------------Rev --- — - - Revisions- --
TASK: CE72T7RED TO: isions Date Date
BDUNDAR Y SURVEY FLOOD ZONE CE TIMTir This is to certify that the property shown hereon falls
JANET HUDSON with Flood Zone- "X" as per the Flood Insurance Rate Ma
SURVEYOR'S NOTES: Community Panel Number 12101 CO456F ,dated 0g,26 14.
1. This is a Boundary Survey,made on the ground under the su ervision of a Florida Registered Surveyor
and Mapper. Field survey was completed on . 09/26/1
2. Bearings are boned on: the Westerly R/W line of 20TH STREET as: SURVEYOR'S CERTIFICATE: P.C. DM 1F.B. LL Pg. Job # 17O9-12
S. 00'00'30"W., assumed bearing. THIS CERTIFIES THAT A SURVEY OF THE PROPERTY HEREON WAS
MADE UNDER MY SUPERVISION AND THAT THE SURVEY MEETS Draft CJ Station# 4 S—T—R. _
3. No underground utilities, underground encroachments or building foundations were measured or located LEGEND AND ABBRE1M11ON& THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE
as a part of this survey, unless otherwise shown. Trees and shrubs not located, unless otherwise shown. F I P=FOUND IRON PIPE FC.M.=FOUND CONCRETE MONUMENT R/W=RIGHT—OF—YAY FLORIDA BOARD OF PROFFESIONAL SURVEYORS AND MAPPERS Check EPJ Misc. Boundary Sheet 1 of 1
IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE CODE,PURSUANT
4. This survey was conducted for the purpose of a Boundary Survey only,and is not intended to F.I.R=FOUND IRON ROD FF.E_=FlNISHED FLOOR ELEVATION P.B.=PLAT BOOK TO SECTION 472.027,FLORIDA STATUTES. AND THAT THE
delineate the regulatory jurisdiction of any federal state, regional or local agency, board, commission or S.I.R=SET IRON ROD P.O.B=POINT OF BEGINNING PG-=PAGE SKETCH HEREON IS A TRUE AND ACCURATE REPRESENTATION
state, regional or local agency, board, commission or other similior entity FND.=FOUND P.O.C=POINT OF COMMENCEMENT W/F=WOOD FENCE THEREOF.TO THE BEST OF MY KNOWLEDGE AND BELIEF, �/ k
OS.P.K.=SET NNL h DISK G.T.I.=GRATE TOP INLET C/L-CHAIN LINK SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON_ ô ô I �p 5. This survey was conducted without the benefit of an abstract of title,therefore, there may be other A/C=AIR CONDITIONER O.R=OFFlCIAL RECORD BOOK ESMT=EASEMENT [ ? iIJ 6Y ii
rights—of—way, setback lines,agreements, reservations, restriction, or other similiar matters of —P—=OVERHEAD POWER D.8. DEED BOOK (C)=CALCULATED
public record, not depicted on this survey. —T—=OVERHEAD TELEPHONE S/W=SIDEWALK (R)=RECORD ppp ood zone determination based on a scaled interpretation of the Flood Insurance Rate Maps as shown µAS,=MASONRY D/W = DRIVEWAY C.B.=CHORD BERING SURVEYING AND MAPPING, INC.1+/1
hereon, prior to construction. Building Department should be contacted for verification of flood zone. CONC.=CONCRETE P=PLAT c/
( ) RES.=RESIDENCE 4030 HIGHWAY 41 NORTH
7.Attention is directed to the fact that this survey may have been reduced or enlarged in size due to N.G.V.D.=NATIONAL GEODETIC VERTICAL DATUM P/A=POOL PUMP ASSEMBLY
reproduction. This should be token into consideration when obtaining scaled data. W/C=WITNESS CORNER (F=FlELD CH=CHORD - LAND O LAKES, FL 34639
8. Re—use of this survey for purposes other than it was intended,without written verification,will be at the X-100'=TYPICAL ELEVATION (D)=DEED C.M.P. = CORRELATED METAL PIPE
R=NOT RECOVERABLEEddie P. enkins, P.L.S.
re—users sole risk and without liability to the surveyor. Nothing herein shall be construed to give any N F.P.K.COV FOUND NAIL AND DISK R.C.P. = REINFORCED CONCRETE PIPE PHONE: (813) 948-2666 FAX: 813-435-1763
rights or benefits to anyone other than those certified to. FND=FOUND COV.= OVERED ES.=MITERED END SECTION � �µ,
9. 'THIS SURVEY NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED W/F=WOOD FENCE P.C.P.=PERMENENT CONTROL POINT FLORIDA REGIS7RA710N NO. 5334 jenkins.surveying®verizon.net
P.R.M. = PERMENENT REFERENCE MONUMENT Certificate of Authorization: LB # 6859 www.jenkins—surveying.com
SURVEYOR AND MAPPER'. P.C.=POINT OF CURVATURE