HomeMy WebLinkAbout19-21013 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21 13
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21013 Address: 3506 BERYL LN
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: EMERALD POINTE RV RESORT
Est. Value: Parcel Number: 24-26-21-0020-00000-0820
Improv. Cost: 6,030.00 OWNER INFORMATION
Date Issued: 3/25/2019 Name: CURTIS FAMILY TRUST
Total Fees: 202.50 Address: 11204 W ISLAND RD
Amount Paid: 202.50 FOWLER MI 48835
Date Paid: 3/25/2019 Phone: 517-420-8938
Work Desc: ENCLOSE LANIA 16 X 12 SQ FT
CONTRACTORS APPLICATION FEES
HOMEOWNER BUILDING FEE 135.00
HOMEOWNER ELECTRICA FEE 67.50
e
Ins ections Re uired
FOOTER 2ND ROUGH PLUMB Misc INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Pr/ 813-780-0020 City of Zephyrhilis Permit Al:!P-111 kxr _01 15-4 ov-vuz I
Building Depa me
Date Received Permitting 9S
3-2,443 Phone Contact forin
Owner's Name C,.//1 4, S Owner Phone Number
Owner's Address a", t Owner Phone Number J-77 �IWo- 5--9
Owner Phone Number
eLo
JOB ADDRESS Sct,;4i e— LOT#
SUBDIVISION 4iffi XD#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
a INSTALL REPAIR
PROPOSED USE FX_1 SFR 0 COMM u OTHER
TYPE OF CONSTRUCTION 0 BLOCK FRAME STEEL
DESCRIPTION OF WORK C (� �__ fir A 2- Sg
BUILDING SIZE KX 1;2 SQ FOOTAGE HEIGHT C--�
...........
F7DUILDING aoo VALUATION OF TOTAL CONSTRUCTION
MOLECTRICAL 1$ AMP SERVICE /04) DUKE ENERGY � W.R.E.C.
-70 eX1ei4SjOq 0,,C eX'1541 ()14 I/V
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 0 13
[ GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER 10 COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LIIJN
Address -e- License#
ELECTRICIAN t COMPANY WN
SIGNATURE /100f REGISTERED Y/ N FEE CURREN
Address ilho License# F
PLUMBER COMPANY
SIGNATURE REGISTERED i Y/ N FEE CURREN
Address 71— License#-,F
MECHANICAL r. MPANY
SIGNATURE 7 GISTERED Y/ N FEE CURREN L1 NJ
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N-i FEE CURREN
Address License J
I I I 1 2 11
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 Slit Fence installed,
Sanitary Facilities&I 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 wl Slit Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
.............
Directions:
- ---- ---
Fill out application completely. C, 11 a 0
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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/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.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
9 understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"W 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_forthe 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 O TTORNEIGB FORE-RECORDING YOUR NOTICE OF�COMMENCEMENT.._------.-....,
FLORIDA JURAT(F.S.117 i)
OWNER OR AGENT CONTRACTOR �� C'
Subscribed and swor a� ed) ore a this S scribed and sWd o(or affi ed) efore me this
� � by
Who ita`re person II no to me or has/have produced Who i``s/i�re persona known to me or has/have produced
ij�+�+ — 'JL as identification. �U' N. as identification.
Notary Public Notary Public
Co ssi No. comJissL N .
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
' I
Pull
City of Z h
tY yrhills �
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: 2 2-
Site: K(chur—
Permit Type: 354 ikfql ai-a�
Approved w/no comments:y
Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet.shall be kept with the permit and/or plans.
/,a17x1f
Kal S ' zer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 D FBC 6TH
AN
SIMPSON RSP4,LSTA12,SP2 OR EQUIV. 1 TING
@ EACH STUD - j` /L To2X4 DOUBLE TOP PLATE ®i49t® / '
2X4 •° �'1 •+
CRIPPLE STUDS @ 16"O.C. °
ALUM.FLASHING •
"OSB SHEATHING,SEE NAILING NOTE •
SIMPSON LSTA OR EQUIV. EXISTING ROOF BREAK FORM HEADER OR 0 BEARING WALL SIZE HEADERS SPAN •
W. STUDS '�
DBL 2X4 HEADER W/1/2'CDX RECEIVING CHANNEL SUPPORTING 2 2x4, 4'-4` 1 eC` P
12X4 JACK STUD PLYWOOD SPACER #8 X 1/2"CORROSION RESISTANT COMP. PANEL ROOF r� ••e• �®••e•�6js
ALL PURPOSE SCREW 2 2x6` 6'-4` 1 � e•^e•eeee �,� .��►
LENGTH/KING STUD c (2) 2x10` 8'-0` 1 L ®R�®
(2) 2`x8` dy^
9'-6. 2 PROFESf1�ALEE NE1ERSEAL
(2) 2x12' 11'-8' 2
co �_ DBL HEADERS W/j` PLWD. SPACER. GLUED &
1 NAILED W/16d NAILS O 24 O.C. (2 ROWS ENGINEER OF RECORD
to #10 SMS @ 8"O.C. FASTEN HEADER.CHANNEL TO STAGGERED) David W.Smith P.E.
EXISTING WALL FOR COMPOSITE PANEL STRUCTURAL FRAMING W/}"X2}"LAG
36"X80"EXTERIOR DOOR SCREWS @ 24"O.C.,2 ROWS FLORIDA LICENSE NUMBER 53608
INSTALL DOOR IN OPENING STAGGERED.
ATTACH JACK TO CONT. PER MANUF.INSTALLATION I".
T APPROVAL CODE CHART Thomas L.Hanson P.E.
STUD W/12d NAILS @ INSTRUCTIONS URAIL COMPONENTS FLORIDA LICENSE NUMBER 38654
24"O.C.
36' SP1 SP2 FL10456 Mark Ronald Dunn,Jr.P.E,
Hi FL11478 FLORIDA LICENSE NUMBER:73968
ROOF PANEL TO HOST CONNECTION DETAILS DSP FL10456
SPH FL10456 Joel Falardeau P.E,
WOOD FLOOR FRAMING ABU ABW FL10849 FLORIDA LICENSE NUMBER:70667
LSTA MSTA FL10852
CS16 FL10852 Erik Stuart P.E.
SIMPSON LSTA OR EQUIV.STRAPS AT EA.SIDE OF FLORIDA LICENSE NUMBER:77605
OPENING,CONNECTING 2X STUDS TO FLOOR FASTEN 3"COMP.PANELS TO TOP PLATE W f1/4"E LAG
SCREWS W/NEOPRENE WASHERS,1-1/2 MIN.EMBEDMENT,
" ALL CONNECTORS AND FASTENERS IN CONTACT
FRAMING.APPLY PER MANUF.SPECSW/TREATED WOOD SHALL BE ZINC COATED
@ 8"O.C
WALL FRAMING FOR
GALVANIZED STEEL OR SIMPSON'ZMAX'
SINGLE DOOR OPENING
DBL 2"X4"TOP PLATE(ONLY NON-TREATED WOOD IN
CONTACT W/ALUM.ROOF OR PROVIDE IMPERVIOUS
IFBC Plans&Engineering
MOISTURE BARRIER) SP2 OR H2.5A
Services,Inc.DBL.2X HEADER WITH 1/2'PLYWD.SPACER 6272 Abbott Station Drive Unit 101
SEE HEADER TABLE Zephyrhills,0.33542
2X BLOCKING FOR PANEL SPLICE WHERE Phone:(813)788-5314
SIMPSON RSP4,LSTA12,SP2 OR EQUIV.
WALL HT.EXCEEDS PANEL LENGTH Fax:1-(866)-8247894
@ EACH STUD METAL FLASHING OVER OPENING email:erb@fbcplans.com
DOUBLE 2X4 TOP PLAT
Website:www.fbcplans.com
C.O.A.-#29054
WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP INSTALL WINDOW IN OPENING PER TO BOTTOM PLATE(8'-0"OR LESS)SIMPSON STUD DRAWN BY: W.P.
MANUF.INSTALLATION INSTRUCTIONS PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND
DOUBLE H EA4 MINIMUM EACH SIDE OF OPENINGS,AND SHEATHING IS NAILED PER DATE: 3/19/19
WOOD HEADER 2X4 CRIPPLE STUDS @ 16"O.C. PANEL NAILING NOTE.
2"X4"STUDS @ 16"o.C REVISION: DATE:
WHEN SHEATHING PANELS ARE NOT CONTINUOUS,SIMPSON
1/2"CDX PLYWOOD OR 7/16'OSB STUD PLATE TIES ARE REQUIRED AT ALL STUDS. RO 1
SHEATHING WALL PANELS(PLYWOOD)NAILING NOTE:
2X4 JACK STUD INSTALL WINDOW IN OPENING PER SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES.(SEE RO 2 MANUF.INSTALLATION INSTRUCTIONS NAIL 8d NAILS 6"O.C.@ EDGES&12"O.C.IN FIELD.
NAILING NOTE).COVER WITH AN APPROVED WEATHER RO 3
ATTACH JACK TO CONT.STUD RESISTANT BARRIER SUCH AS POLYETHYLENE HOUSE WRAP ROWS OF NAILS SHALL BE 1/2"MIN.FROM PANEL W/12d NAILS @ 24"O.C PER MFG'S SPECS. EDGES.PLYWOOD SHEATHING SHALL OVERLAP FRO 4
PLYWOOD OR OSB SHEATHING, BOTH TOP&BOTTOM PLATES.ALL FASTENERS
SEE NAILING NOTE NAILED PER MFG.'S SPECIFICATIONS.
VINYL SIDING OF CHOICE APPLIED PER
MFG'S SPECS. PROJECT ADDRESS:
PRS.TRTD.2X4 WOOD PLATE,FASTEN TO JOISTS W/2 SPl
2X4 CRIPPLE STUDS @16"O.C. STAGGERED ROWS OF 16d NAILS @ 12"O.C
CURTIS FAMILY TRUST
SIMPSON SP10R EQUIV. 3506 BERYL. W.
AT TOP&BOTTOM OF STUD,TYP. 3/4 PT PLYWOOD ZEPHYRHILLS, FL 33542
EXISTING WOOD DECK FRAMING WITH
WOOD FLOOR FRAMING 2X4 BASE PLATE 4"X4"P.T.POSTS IN ISOLATED FOOTINGS, CONTRACTOR:
UNDER PREVIOUS PERMIT
OWNER SIMPSON LSTA OR EQUIV.STRAPS AT EA.SIDE OF .:.. •-' •r f
OPENING.CONNECTING 2X STUDS TO FLOOR FRAMING.
WALL FRAMING FOR APPLY PER MANUF.SPECS r'':
WINDOW OPENINGS =. -j
'r ,
WALL SECTION WOOD FRAMED SHED
I HEREBY CERTIFY THAT I HAVE REVIEWED
General NotesHOT DIPPED GALVANIZED. 5.SCREENING MATERIAL SHALL BE 18X14X0.013 OR THIS PLAN AND FOUND ITTO BE IN
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE WITH ASCE 7-WAND FBC 6TH
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). OTHERWISE EDITION RESIDENTIAL&EXISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE +
PSI NIINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 !III
MINIMUM,3 i/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR ®�¢
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL LI
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY �,►,�� •+R Rg
APPROPRIATE ACI AND ASTM REQUIREMENTS MAYBE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY.OUTSIDE ARE `�+ �`•f•• �. • • ®�®
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. ® • •
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR $
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO 3280.105 [ #
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE TA j�
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. •
• y� ice- + �'
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
THE
E CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 I ��•• + R I��e+•�4'' 's`�
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES SHED EXTENSION: ON EXISTING WOOD DECK ,. s +•++++• Cad �'�
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA: l4NA
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. PRO � � � 3EAL
9.ALL FASTENERS SHAL
L COMPLY WITH ASTM
A153.
3/4". 1. RISK CATEGORY:
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS ENGINEER OF RECORD
WATER REDUCING AGENT-ASTM C 494. G-185. 2. ULTIMATE DESIGN WIND SPEED Vult(3 SECOND GUST): 130 MPH
CLEAN POTABLE WATER 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W.Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 3. WIND EXPOSURE: B
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE 4. NOMINAL(Vasd)WIND LOADS: ENCLOSED FLORIDA LICENSE NUMBER:53608
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN INTERNAL PRESSURE COEFFICIENT: +/-0.18
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: COMPONENT&CLADDING PRESSURES: Thomas L.Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 FLORIDA LICENSE NUMBER:38654
RECOMMENDATIONS. ASTM E 1300 ROOF:ZONE 1:8.9/-21.8 WALLS:ZONE 4:21.8/-23.6
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, `ACE 7-10 Mark Ronald Dunn,Jr. P.E.
AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ZONE 3: 8.9/-55.0
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 FLORIDA LICENSE NUMBER:73968
SPILLING OR OTHER DETERIORATION. ASTM C150 SOLID ROOF(MWFRS): 20 PSF
ASTM C33 Joel Falardeau P.E.
B.MASONRY: ASTM C260 5. SOLID ROOF TYPE: FLORIDA LICENSE NUMBER:70667
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 3"X.024",1 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF,
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 FL 7561 OR EQ. Erik Stuart P.E.
TYPE M OR S MORTAR ASTM A185 DEFLECTION: L/120
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) MAXIMUM ALLOWABLE SPAN: 13.44' FLORIDA LICENSE NUMBER:77605
{ 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION SITE SPECIFIC DESIGN SPAN: 8.00'
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 6. NEW ISOLATED CONCRETE FOOTINGS PER SECTION'A'OF GENERAL NOTES
REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-O"IN F.ABBREVIATIONS: AND DETAILS PROVIDED.
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED NEW WOOD DECK LIVE LOAD 40lbs.
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans&Engineering
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE L TIM--TYPICAL Services,Abbott Inc.
Station REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR
3. LION--UNLESS OTHERWISE NOTED 6272 Station Drive Unit 101
{ 4.CONT—CONTINUOUS Zephyrhills,fl.33542
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 5.VIF--VERIFY IN FIELD
Phone:(813)788-5314
0.024"SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: ALUMINUM STRUCTURAL MEMBERS Fax:1-(866)-824-7894
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED Website:www.fbcplans.com
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING HOLLOW SECTIONS email:erb@fbcplans.com
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, 2 x 2:---------------------------------------2"x 2"x 0.044"
{ MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 3 x 2: 3"x 2"x 0.050" DRAWN BY:. W.P.
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 3:--------------------------------------2"x 3"x 0.050 DATE: 3/19/19
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. 2 x 3:---------------------------------------2"x 3"x 0.070"
ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2'x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 2 x 5: 2"x 5"X 0.050"
CONTRACTOR 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 CONTRACTORAND OPEN BACK SECTIONS RO 2
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER 1x2:---------------------------------------1"x 2"x 0.040"
USING#12 SPACING MAY BE 24"ON CENTER S.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 1 x 3: 1---------------------------------------- "x 3"x 0.045"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. WC�p RO 4
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SNAP SECTIONS
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS 2 x Z"x 0.045" y�at s - w�p�N , PROJECT ADDRESS:
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: 2 x 2 Snap:---------------------------------- ,, ç
D.FASTENERS: L ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 3 :---------------------------
------2"x 3"x 0.050"
MANUFACTURED HOME,TRAILER HOME,ORPRE-FAB HOME Z"x 4"x 0.045" r.OE FAG EG��G QC�� cURINS FAMILY TRUST
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2 x 4 Snap:--------------------------------- F` OF 3506 BERYL LN.
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM.
IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM yP EG ZEPHYRHILLs, FL 33542
SHALL BE ENGINEERED SO THAT NO ADDITIONAL
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE LOADING IS PLACED SELF MATING (SMB) GE$
WITH ACQ PRESSURE TREATED WOOD.
ON THE MANUFACTURED HOME. 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD SCREWS SHALL BE,SIMPSON,HILT 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE --- --- --
FLAT WASHERS AND NUTS. 2 x 5 SMB: 2"x 5"x 0.050"x 0.118"
3 ALL CONCRETE NTRACTO R:
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING. L RAWL, 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" �p.T
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. 2 x 7 SMB:- --- 2"x 7"x 0.057"x 0.120" R►=V E HY�' OWNER
2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" Cof
3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BYITY
CONTRACTOR 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 2 x 10 SMB:------------------- 2"x 10"X 0.092"x 0.374" p fq lS
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
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
wq: : f^� I
es •
No. 7L7 5
ATWOF
os •
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W.Smith P.E.
��b 6; f �j. FLORIDA LICENSE NUMBER 53608
_— Thomas L.Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr.P.-E.
!- ------ FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
1! FLORIDA LICENSE NUMBER:70667
��c5 J l
Shy Erik Stuart P.E.
�!' /- jl FLORIDA LICENSE NUMBER:77605
FBC Plans &Engineering
�` Services,Inc
1
{ 6272 Abbott Station Drive Unit 101
ti •.
—`— !�` rr QT+1' i! � � Zephyrhills,fl.33542
I:STI N r ! !F: `"`": Phone:(813)788-5314
E�
4. _ ..�_� (}I• 4 !� , Fax:l-(866)-8247894
I': /4- Website:www.fbcplans.com
y •-�. "`'"� t, n - `!�" DRAWN BY: W.P.
�r� �' i..• %'
DATE: 3/19/19
REVISION: DATE:
RO 1
RO 2
RO3
RO 4
JI PROJECT ADDRESS:
CURTIS FAMILY TRUST
Z51)6 BERYL LN.
EPHYRHILLS, FL 33542
CONTRACTOR:
OWNER
PLAN/ELEVS
I HEREBY CERTIFY THAT I HAVE REVIEWED
-I- . - TTT .
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EXISTING WALL EDITION RESIDENTIAL&EXISTING
AND ROOF X11111 '
l T o /
— - - - ----
I
�
NEW 3"X .024", 1 LB. DENSITY /
-�-J-li .
EPS FOAM COMPOSITE PANEL
ROOF,FL 7561 OR EQ. T f ° '�
I
TO EXISTING WALL I �j EX. PARK MODEL • 1,FF Q
HED W.4'
AC I4
ATT OPEN/SCREEN
°a•°'r G��
I I HALLWAY '`Ede® /C3 �� � ®
•
2"X4" STUDS ® 16" Ji
O.C. FINISHED WITH I PROFESSIONAL ENGINEER SEAL
VINYL SIDING
ENGINEER OF RECORD Th David W.Smith P.E.
FLORIDA LICENSE NUMBER:53608
SHED EXTENSION
'I N Thomas L.Hanson P.E.
FLORIDA LICENSE NUMBER:38654
EXISTING WOOD DECK FRAMING
8'—O" Mark Ronald Dunn,Jr.P.E.
WITH 4"X4" P.T. POSTS IN FLORIDA LICENSE NUMBER:73968
ISOLATED FOOTINGS, UNDER RIGHT SIDE ELEVATION Joel Falardeau P.E.
PREVIOUS PERMIT 1 4 =1 -0 FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans&Engineering
EX. PARK MODEL Services,Inc.6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1.(866)-8247894
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY: W.P.
EX. ROOF
EX. ROOF DATE: 3/19/19
NEW 2"X4" STUD REVISION: DATE:
WALLS R0 1
R0 2
R0 3
EXISTING 2"X4" EXISTING SCREEN RO 4
STUD WALLS ROOM & ROOF
PROJECT ADDRESS:
SHED EXTENSION CUR-IIS FAMILY TRUST
EXISTING STORAGE ON EXISTING 00 3506 BERYL LN.
SHED & ROOF WOOD SECK ZEPHYRHIl1S, FL 33542
W/NEW ROOF
CONTRACTOR:
48X36 OWNER
14'-0"
16'-0"
12'-0"
FLOOR PLAN 2"X4" STUDS ® 16"
1 4 =1TA O.C. FINISHED WITH PLAN/ELEVS
VINYL SIDING