HomeMy WebLinkAbout18-20037 CITY OF ZEPHYRHILLS
5335-EITH STREET
(813)780-0020 20037
BUILDING PERMIT
- -PERMIT INFORMATION LOCATION-INFORMATION
Permit Number: 20037 Address: 4932 GALL BLVD
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 14-26-21-0010-00800-0120
Improv. Cost: 2,000.00 OWNER INFORMATION
Date Issued: 7/30/2018 Name: HERNANDEZ VINCENT& EMINA
Total Fees: 75.00 Address: 26652 SHOREGRASS DR
Amount Paid: 75.00 WESLEY CHAPEL FL 33544-7728
Date Paid: 7/30/2018 Phone: (813)610-7181
Work Desc: INSTALL ALUMINUM POLE ROOF PAN
CONTRACTOR(S) APPLICATION FEES
SUN STATE ALUMINUM INC BUILDING FEE 75.00
02D
Ins pactions Required
FOOTER 2ND ROUGH PLUMB M115C 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. I 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.
Lt—ONTRACTOR SIGNATURE PERMIT OFFIC%R
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
Date Received Phone Contact for Permitting —
Owner's game lJ 1 OQ—� C=C�E�)a Owner Phone Number
Owner's Address L_ Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
�1' `
JOB ADDRESS ��� V L LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED aINSTALL
NEW CONSTReADDAIR � SIGN = = DEMOLISH
REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION =� BLOCK Q FRAME = STEEL 0
DESCRIPTION OF WORK X ��
BUILDING SIZE SQ FOOTAGE HEIGHT I I
B JILDING $ co VALUATION OF TOTAL CONSTRUCTION
T_" '
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDER OM,
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
I
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER i COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN LY±N
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 w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN:PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
'If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contra&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 pribr.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 ah6 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.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone"V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan. addressing a
11compensating 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. i
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. s
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 electricalwork,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR.FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR A CONTRACTO
Subscribe � rmr>sd a ore me this Subscribe r irme 1s
y
Who is/are personally known to me or has/have produced Who is nal own to me or has/have produced
as identification. as identification.
C1Notary Public o Notary Public
Commission No. Com ssi No.
IIIIY IP
Name of Notary typed,printed or stamped Name of Notary ri @b§tWt1l4#FF 150422 -
Expires December 12,2018
PF F.°.0. Bonded Thru Troy Fain Insurance 800-385.7019
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: aeil
Date Received: 7- 1 7 16
Site: (2AW 61 V D
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Swig—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
;,ch of Survey)-See.Sheet 3 of 3 for Legal Description,Certifications,Property and other Survey related data.°SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS ('..
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I HEREBY CERTIFY + Y RE VIE ED
General Notes THIS PLAN ANPtkI�IT W�I I
A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14*O.013 OR COMPLIANCzER4VI gE45 T �+F ,6TH
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). • EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION $L3ElFf71 Q�Q•• [NG 4�
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDG,\vvsim\C E�Se,am �
''
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 .a >� e'• �' F °•
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
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7.ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT No. 3608
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) •
APPROPRIATE ACI AND ASTM •REQUIREMENTS MAY BE USED •
QCIRCUMSTANCES BY DRIVING WITH A HAMMER. • •
IMESH THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY
IN LIEU OF WELDED WIRE 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN • •
FROM ALL BEDROOMS IS LESS THAN 35 AND SO THAT OUTSIDE
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT •• /(�,
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY •
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE ,� • R`C1? am y'
Q BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT •••a am• ��
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105.
SOIL FOR WOOD DESTROYING ORGANISMS. S.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES PROFESSIONAL ENGINEER SEAL
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. ENGINEER OF RECORD:
PATIO COVER
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E.
FOLLOWING: G-1B5. DESIGN DATA:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4'AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2'
3/4". UNLESS NOTED OTHER WISE. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
AIR ENTRAINING+/-I%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: I Thomas L. Hanson P.E.
CLEAN POTABLE WATER 3. WIND EXPOSURE: B
ASTM E 119 FLORIDA LICENSE NUMBER:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 4. INTERNAL COEFFICIENT: +/-0.0
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
II ASCE 7-10
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AAASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. WIND LOADS:
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 SOLID ROOF(MWFRS): 20 PSF Mark Ronald Dunn,Jr. P.E.
RECOMMENDATIONS. ASTM C150 FLORIDA LICENSE NUMBER:73968
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6X6"-#1OWWM OR 3000 PSI FIBERMESH
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE
SPALLING OR OTHER DETERIORATION. ASTM A615 Joel Falardeau P.E.
ASTM A185 7. SOLID ROOF TYPE: 3"X12"ALUM.PANS,FL 22840 OR EQUIV. FLORIDA LICENSE NUMBER:70667
B.MASONRY: 6TH
DO E BUILDING CODE(CHAPTERS 16,20 AND 23)
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL Erik Stuart P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT ALL WORK SHALL y FBC Plans&Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. C(XJE$FL
4.PROVIDECLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS �`� Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR ' ' 6272 Abbott Station Drive Unit 101
HEIGHT. 3.UON--UNLESS OTHERWISE NOTED Zephyrhills,tl.33542
4.CONT--CONTINUOUS HOLLOW SECTIONS ''' ` '
.VIF--VERIFY IN FIELD •• ""'•"'i Phone:(813)788-5314
S
C.ALUMINUM: 2 X 2:---------------------------------------2"X 2"X 0.044" Fax:1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Website:www.tbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 X 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" R V! W OAT
�C�
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 X 4:---------------------------------------2"x 4"x 0.050" + " "�*• bd/"y 1 .C:l DATE:06/19/2018
0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, ,c� a� �
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- ANY 2 x 5: 2"x 5"x 0.050" C! JP 1aP1 i DRAWN BY:DENNIS W.DUNN
NOTIFYING GS.FAR ENGINEER OF R ACTUAL
FIELD
BETWEEN q,
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD A._ ': ! E , °°
OPEN BACK SECTIONS STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 1 REVISION: DATE:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, 1 x 3: 1"x 3"x 0.045" R
CONTRACTOR
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 2
EDITION
APTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS RO 3
ALUMINUM).
MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: -------------2"x 3"x 0.050" RO 4
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD
SEPARATION. 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ENGINEERING PRACTICES.
THAN#10 SMS 6"FROM THE ENDS AND I2"ON CENTER,IF SELF MATING SMB JOB NAME &ADDRESS:
USING#12 SPACING MAY BE 24"ON CENTER H.MISCELLANEOUS:
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" HERNANDEZ
" '
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 4932 GALL BLVD
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
= SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 X 7 SMB:------------------- 2"X 7"x 0.057"x 0.120" c ZEPHYRHILLS,FL 33542
VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"X 0.224" ,A
300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"X 0.092"x 0.374"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
R 4501.17 IN ITS ENTIRETY. CONTRACTOR:
WITH ACQ PRESSURE TREATED WOOD. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR. SUNSTATE ALUMINUM
FLAT WASHERS AND NUTS. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL r`
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, v
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED. ENGINEERS
NOTES
S.N.B. DEPTH S.M.H. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
'H' WALL 'T' 'N' SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
4' .045' .06' (2) 3/8' BOLTS, NUTS, WASHERS ! 0 LBS COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2 550 LBS EDITION RESIDENTIAL AND EXISTING
6' A50' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2 550 LBS BUILDING
7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3 500 LBS
7' .055' .09' (3) 3/8' BOLTS, NUTS, WASHERS 3600 LBS a 1i
FASTEN PAN ROOF TO BEAM 7' .055' .125' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS t
W/#10 X 3/4"TEK SCREW .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 5 500 LBS ° r' N ALUMINUM RIDGE CAP 8' .072' =5' (4)
.09' ' BOLTS NUTS WASHERS 7,000 LBS
r1 ve�•4 ��•FASTENED TO ALUMINUM AND 1-1/4"NEOPRENE WASHER, .072' .125' ' BOLTS NUTS WASHERS �' "`t 'w'= SAC°
RISER PAN ROOF W/#8 X 3/4" 4 PER PAN 9' .072' ' BOLTS NUTS WASHERTEK SCREWAT EACH RIB 9' .072' ' BOLTS, NUTS, WASHERS8900 LBS '.082' ' BOLTS NUTS, WASHERS 6 U • *
ALUMINUM OF ER ALUMINUM NOTED OTHER SITE
SIZES AND QUANTITTIES MAY BET USED WASHERS
u •
PAN RO PAN RO F/SER SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
•
&SONAR<`' �aA"
PROFf SEAL
2X RIDGE SMB (N)PER CHART
PER PLAN 3/8"THRU BOLTS, #10 X 3/4"TEK SCREW AND ENGINEER OF RECORD:
WASHERS,AND NUTS, 1-1/40 NEOPRENE WASHER
CORROSION RESISTANT 4 PER PAN AT ALL BEAMS David W. Smith P.E.
ALUMINUM POST
PER PLAN 3"X 12"ALUMINUM FLORIDA LICENSE NUMBER:53608
RISER PAN ROOF
ALUMINUM RISER PAN ROOF, BEAM, Thomas L. Hanson P.E.
AND POST CONNECTIONS AT RIDGE I FLORIDA LICENSE NUMBER:38654
2X SMB PER PLAN
Mark Ronald Dunn,Jr. P.E.
CONNECTION W/(N)PER CHART
FLORIDA LICENSE NUMBER:73968
3/8"THRU BOLTS,WASHERS AND NUTS
CORROSION RESISTANT TYPICAL Joel Falardeau P.E.
ALUMINUM POST/COLUMN PER PLAN FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
ROOF, POST AND BEAM CONNECTION DETAIL
FBC Plans&Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
(B)1/4"0 CONCRETE ANCHOR Phone:(813)788-5314
O WITH 2"EMBEDMENT MIN. Fax:1-(866)-824-7894
Website:www.fbcplans.com
O
#12X3/4"TEK SCREW ATTACHING C.O.A.-#29054
m ANGLE TO BEAM EACH SIDE(1)SCREW
p PER INCH OF BEAM HEIGHT,STAGGERED TOP VIEW
BEAM "B" z Q (1"MIN.SPACING) (1)1/20 LDT CONCRETE SCREW _
NOTE: DATE:06/19/2018
a WITH 2-3/4"EMBEDMENT MINIMUM EMBEDMENT OF ANCHORS INTO
2x4 1 N O 2X SMB PER PLAN (MIN.EDGE DISTANCE 3") CONCRETE FOOTING SHALL BE 2-3/4"AT ALL REVISION:
2x5 2 PER OUTER FLANGE ��Typ POST LOCATIONS.ALL SCREW LENGTHS AT
2x6 2
POST CONNECTIONS SHALL BE OF SUFFICIENT RO 1
LENGTH FOR REQUIRED EMBEDMENT INTO RO 2
2x7 3 0 CONCRETE WHEN A PAVER DECK IS PRESENT.
2x8 3 z (2)3/8"0 MACHINE BOLTS
ALUM.SQUARE COLUMN/POST RO 3
2"X 2"X 0.125"ANGLE EXTERNAL RO 4
[aF4q
a BLOCK HOST (4)#14 X 3/4"SMSTH AEACH S DE I7 0- STRUCTURE I I OR EQUIVALENT POST BASE
2"X 2"X 0.125"ANGLE (1)1/2"0 LDT CONCRETE SCREW OPTION#2: JOB NAME&ADDRESS:
EACH SIDE OF BEAM WITH 2-3/4"EMBEDMENT FOR INTERNAL FASTENING(4)3/80 HERNANDEZ
SHERS OR
NOTES: (MIN.EDGE DISTANCE 3") CONCRETE SCREW WITH 2-3/4"EMBEDMENT
1.EDGE SPACING FOR CONCRETE ANCHORS IS 3"MIN. PER OUTER FLANGEEDGE DISTANCE 3"AND MIN.SPACING 2") 4932 GALL BLVD
2.IF A RECEIVING CHANNEL IS USED,USE TWICE THE
NUMBER OF ANCHORS INTO THE HOST STRUCTURE. ZEPHYRHILLS,FL 33542
ALL MINIMUM SPACING SHALL APPLY.
a
BEAM TO BLOCK HOST STRUCTURE CONTRACTOR:
• SUNSTATE ALUMINUM
FRONT VIEW
POST CONNECTION DETAIL
PATIO COVER
DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EDITION RESIT 4 It1, +E
l fXISTING
BUILDIN t®` ₹t�„
� �yELTO 'I.
•••.•eear6 w-
•
No. 36 d I •
EXISTING I EXISTING •; `
BLOCK BLDG. I BLOCK BLDG. I ftIDj".
O V g
MITIiu
PROPOSED PROFESSIONAL ENGINEER SEAL
m m m PATIO COVER m 00
ai Cl, ci) U) ENGINEER OF RECORD
N I I N I N I + N I David W. Smith P.E.
+ + + + + +• u' FLORIDA LICENSE NUMBER:53608
__ _______ __ Thomas L. Hanson P.E.
----------- --------- ± + ' FLORIDA LICENSE NUMBER:38654
10' 10' 10' 10' Mark Ronald Dunn,Jr.
P.E.
1 40' 1' FLORIDA LICENSE NUMBER:73968
PROPOSED EXISTING Joel Falardeau P.E.
3"X.030"ALUM.RISER PAN 4"CONCRETE SLAB FLORIDA LICENSE NUMBER:70667
ROOF FL 22840 OR EQUIV. PLAN VIEW W/8"X8"FOOTER
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans&Engineering
Services,Inc.
PROPOSED PROPOSED rP0P0SED 6272 Abbott Station Drive Unit 101
3"X.030"ALUM.RISER PAN 2X6 SMB I 3"X.030"ALUM.RISER PAN 3"X.030' ALUM.RISER PAN Zephyrhills,fl.33542
ROOF FL 22840 OR EQUIV. RIDGE ROOF FL 22840 OR EQUIV. ROOF FL 22840 OR EQUIV. Phone:(813)788-5314
Fax:1-(866)-824-7894
2X6 SMB Email:erb@Ibcplans.com
2X6 SMB Website:www.fbcplans.com
C.OA.-#29054
2X6 SMB
2X6 SMB DATE: 06/19/2018
2X6 SMB 2X6 SMB DRAWN BY:DENNIS W.DUNN
REVISION: DATE:
M in in ih U
p o o o o PROPOSED o io 0 0 A RO 1
Z m PROPOSED x x x x PATIO COVER x x o o x PROPOSED p
fp PATIO � o �,� PATIO CO RO 2
o COVER x x x x x x x COVER o RO 3
RO 4
JOB NAME&ADDRESS:
------------ ------------------------ ------------
EXISTING 4"CONCRETE SLAB W/8"X8"FOOTER HERNANDEZ
8' 10' 10' 10' 10, 8' 4932 GALL BLVD
ZEPHYRHILLS,FL 33542
EXISTING 40' EXISTING
4"CONCRETE SLAB 4"CONCRETE SLAB
W/8"X8"FOOTER W/8"X8"FOOTER CONTRACTOR:
REAR ELEVATION
SIDE ELEVATION SIDE ELEVATION SUNSTATEALUMINUM
PLANS&ELEVATIONS
1OF1