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City of Zephyrhills PERMIT NUMBER. .
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000306-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 07/01/2020
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Permit Type: Add/Alter (Residential)
Property Number Street Address.
35 25 210120 00000 0230 7715 Merchantville Cir
Owner Information Permit Information Contractor Information
Name: MARYLOU MASSEY Permit Type:Add/Alter(Residential) Contractor: GL STEVE
Class of Work:Add/Alter Residential
Address: 7715 Merchantville Cir Building Valuation:$1,600.00
ZEPHYRHILLS,FL 33540-2070 Electrical Valuation:$0.00
Phone: (813)545-9154 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$1,600.00
Total Fees:$72.00 qel �� L
Amount Paid:$72.00
Date Paid:7/1/2020 9:53:46AM
Project Description \
PATIO ROOF 7 X 12 .
Application Fees
Building Plan Review Fee $24.00 Building Permit Fee $48.00
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.
06
CONTRACTOWSIGNATURE 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
)
Date Received Phone Contact for Permitting_ �f< 7SJ — 73EC)
M 1/ ��,I t r l
Owner's Name /'�t7�J�T�n0� M S tY '!s Owner Phone Number S 15) S�
Owner's Address ! ` )G- r '�%�C-9AAD v��G Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS �17�1!.G Y41�n�r`2Cf{�}o.� �1 U-E a� J� -7 SLOT# Z3
SUBDIVISION t.:br.1V71 V(tao L�j PARCEL ID# 35— 5 V 4 — CX!iv"0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED a NEW CONSTR e ADDIALT = SIGN = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK /7�)2/ 1"7,AT I I] '30 ]i or
BUILDING SIZE I SQ FOOTAGE b t HEIGHT
=BUILDING $ �1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. �
=PLUMBING $ ��Z.�f 1 f,
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION y�/
=GAS = ROOFING Q SPECIALTY = OTHER !V� �J
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY �( -yE eON 12JCT/o� Z1�
SIGNATURE REGISTERED Y I N FEE CUR/R�EI, Y I N
Address j SI f� alu_- L 3 License
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREP,
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREn Y/N
Address License#
eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee
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 subdivisionsflarge 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 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. (AIc 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(Plat/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 contractors) sign
portions of the "contractor Block" of this application for which they Will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
CONSTRUCTION LIEN LAW'(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,-500.00 or more, I
certify that li 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.
CONTRACTORSIOWNER'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.
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 commending construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter,or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety(90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR,-
Subscribed and swom to(or affirmed)before me this Subscribed and sw0m to(or affirmed)beficie me this
by
Who is/are personally known to me or has/have produced Who is/are p ovally kno o me or has/have produced
as Identification. as Identification.
Notary Public 61 -4 v4L A _Notary Public
Commission No. Co4ss, /-, n No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
JACQUELINE BOLES
Commission#GG 276467
5 Expires December 12,2022
7oig
BcnM Thru Troy Fain Insurance SW3w I
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 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 FB 6TH
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITION RESIDENTIAL&EXISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
PSI MINIMUM. GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL h a
2. NOMINAL THICKNESS.ALL CONCRETE FILLED SUPPORTED 31/2" ABS SHALL BE 2500 PSITHE BOLT OR ALL LAG BOLTS AND SCREWS HALL BE
MINIMUM, 7.ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR
INSERTED IN PILOT HOLES BY TURNING AND UNDER
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 �w Is
APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE a•ry- , ,
Q 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN Iy ''
IN LIEU OF WELDED WIRE MESH STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. - g F
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S :
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR r F r
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD �.,. @ '6 8
BE APPLIED IN CONDITIONS ACCEPTABLE TO Lt o
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME 3280.105
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT
GRADE#5 OR BETTER ZINC PLATED.
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE r
SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR `•' _�
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 v"`
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES o-c + '
60(60KSIMIN.)DEFORMEDBARS,#3BARSMAYBEGRADE40 PATIO COVER WITH ISOLATED CONCRETE FOOTINGS g'
FOR USE WITH ACQ PRESSURE TREATED WOOD,OR PATIO y
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL s �
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS.
9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: P� Z03x6PN$1 RSEAL
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: G-185. ENGINEER OF RECORD
(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
OPCAGGREGATES-#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.
3/4". UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:53608
AIR ENTRAINING+/-1%-ASTM C 260. 4. NOMINAL(Vasd)WIND LOADS: OPEN
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
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 ZONE 2: 8.9/-36.5 FLORIDA LICENSE NUMBER:86663
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150
ZONE 3: 8.9/-55.0
RECOMMENDATIONS. ASTM C33
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 SOLID ROOF(MWFRS): 20 PSF Joel Falardeau P.E.
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 FLORIDA LICENSE NUMBER:70667
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 5. SOLID ROOF TYPE:
SPALLING OR OTHER DETERIORATION. ASTM A185 3"X.0 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF, Erik Stuart P.E.
FL 7561 OR EQ.
FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) FLORIDA LICENSE NUMBER:77605
B.MASONRY: 6TH EDITION DEFLECTION: L/120
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL MAXIMUMSPECIFIC ALLOWABLE IGN SPAN: 13.44'
.00'
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: SITE DESIGN SPAN: 7.00'
TYPE M OR S MORTAR. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 6. NEW ISOLATED CONCRETE FOOTINGS PER SECTION'A'OF GENERAL NOTES
2.ALL MORTAR SHALL BE OF TYPE M OR S. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT AND DETAILS PROVIDED.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 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 6272
eph Abbott Station Drive Unit 101
HEIGHT. 4.CONT--CONTINUOUS Zephyrhills,(1.33542
5.VIF--VERIFY IN FIELD ( )C.ALUMINUM: 813 Phone: 788-5314
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: Fax:1-(866)-824-7894
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED ALUMINUM STRUCTURAL MEMBERS °O ,e E , b 'te:www.fbcplans.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING ALL WORK SHALL COMPLY y WITH I j-I R &plans.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. HOLLOW SECTIONS CODES FLORIDA BUk DING COD
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" NATIONAL ELECTRIC CODE, DRAWN BY: W.P.
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 3 x 2:---------------------------------------3"x 2"x 0.050" AND THE CITY OF ZEPHYRHILLS DATE: 6/18/20
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" ORDINANCES
3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 2 x 3:---------------------------------------2"x 3"x 0.070" REVISION: DATE:
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2x4:---------------------------------------2"x 4"x 0.050"
PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR.
INC.WASHINGTOND.C.THE 2014 FLORIDA BUILDING CODE, 4•ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2 x 5: 2"x 5"x 0.050" RO 1
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND RO 2
20 ALUMINUM) MANUFACTURER. OPEN BACK SECTIONS
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E.IN ACCORDANCE WITH STANDARD 1 x 2:----------------------------------------1"x 2"x 0.040" RO 3
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1 x 3:----------------------------------------1"x 3"x 0.045"
SEPARATION. ENGINEERING PRACTICES. 4UN RO 4
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2020
THAN#10SMS6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: SNAP SECTIONS 1 EVIEW DAT
USING#12 SPACING MAYBE 24"ON CENTER. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 2 Snap:----------------------------------2"x 2"x 0.045" ITY OF ZEPHYRHIL
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 3 Snap: ---------------------2"x 3"x 0.050" LAN E EXAMINER........ .
PROJECT ADDRESS:
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING WITHOUT A MANUFACTURER'S HOST BEAM.
"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"
SPEEDS EXCEED 75 MPH' .DECAL SHALL BE PLACED SO IT IS MASSEY
SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 7715 MERCHANWILLE CIR.
VISIBLE WHEN PANEL IS INSTALLED. ON THE MANUFACTURED HOME. SELF MATING (SMB) I 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"
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2x5 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 MAY BE DETERMINED IN THE FIELD BY 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" G.L. STEVE CONSTRUCTION
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"
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 EPDXY ADHESIVE 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. NOTE S
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
EXISTING HIP ROOF !
3"X .024', 1 LB. DENSITY EPS ti Y
FOAM COMPOSITE PANEL ROOF, "'`
2X6 SMB PROFESSIO L! EERSEAL
ENGINEER OF RECORD_ __/1'-0" David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
n Thomas L. Hanson P.E.
O O FLORIDA LICENSE NUMBER:38654
01 X X I Myron Max Neal, P.E.
I V) r�
I� CO FLORIDA LICENSE NUMBER:86663
EXISTING HOME Joel Falardeau P.E.
3"X .024", 1 LB. DENSITY EPS FLORIDA LICENSE NUMBER:70667
FOAM COMPOSITE PANEL ROOF,
FL 7561 OR EQ. ATTACHED TO ' " Erik Stuart P.E.
FASCIA 1 -O 1 1 FLORIDA LICENSE NUMBER:77605
SLOPE: Yz'/FT. -;;- EXISTING CONCRETE PAVERS -f
I �
1111 1111
u u
2X6 SMB - - J - -J -18"X18"X24"D 12'-0" ISOLATED FOO FBC Plans &Engineering
TINGS
Services, Inc.
REAR ELEVATION 6272 Abbott Station Drive Unit 101
SCALE: 1/4' = 1'-0' Zephyrhills,fl.33542
Phone:(813)788-5314
M rX EXISTING HOME Fax:1-(866)-824-7894
rX Website:www.fbcplans.com
C.O.A.-#29054
EXISTING LIVING ROOM
DRAWN BY: W.P.
EXISTING CONCRETE EXISTING CONCRETE REVISION: DATE:
PAVERS EXISTING DOOR BLOCK WALLS
P++ -, RO 1
18„ EXISTING ROOF OVERHANG RO 2
X18"X24'D �-�----� - - - - - - - - - - - - - - - - - RO 3
ISOLATED FOOTINGS
I
7 -0" o I I R04
I I
TYP. SIDE ELEVATION I EXISTING CONCRETE PAVERS 1 PROJECT ADDRESS:
SCALE: 1/4' = 1'-0-
MASSEY
I 7715 MERCHANTVILLE CIR.
ZEPHYRHILLS, FL. 33542
I i i 2X6 SMB i - 1' 0"
--------------- ----------------
_�--- CONTRACTOR:
------------------------ i Ti
3"X3"X.093" ALUM. - - J-� -- G.L. STEVE CONSTRUCTION
POSTS L---------- 12'-0"
�12" ROOF OVERHANG
FLOOR PLAN
SCALE: 1/4- = 1'-0'
PLAN/ELEVS
S.M.B. DEPTT S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT THEREBY CERTIFY THAT I HAVE REVIEWED
"H" WALL "T" "N" SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
4" .045" .O6" (2) 3/8" BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANCE WITH A$C5 l-,0 AND FBC 6TH
5" .050" .06" (2) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS EDITION RESIDDN I4lr E i F
6" .050" .06" (3) 3/6" BOLTS, NUTS, WASHERS 2,550 LBS a �S?7" .O55" .06" (3) 3/8 BOLTS, NUTS, WASHERS 3500 LBS 3a
7" .055" .09" 3 3/8 BOLTS, NUTS, WASHERS 3 600 LBS � sh
7" .055 .125" 3 3/8 BOLTS, NUTS, WASHERS 4,500 LBS . a,..•t` ,x a
8" .072" .06" 4 3/8" BOLTS, NUTS, WASHERS 5,500 LBS
EXISTING ROOF STRUCTURE 8" •072 ,09" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS 7
" 072 .125" 4 3/8" BOLTS, NUTS, WASHERS 7.000 LBS =
9" 072 .06" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS y' •
EXTRUDED HEADER UNDER THE DRIP EDGE OR 9" 072 .09" 4 3/8" BOLTS, NUTS, WASHERS 8,900 LBS
ORM HEADER CHANNEL WITH ALUMINUM 9" .082 .125" 4 3/8" BOLTS, NUTS, WASHERS 9,500 LBS ..OF 3
FLASHING 10" .092 .125" 4 3/8" BOLTS, NUTS WASHERS 11 000LBS s�
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER -
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED P
FLASHING ATTACHED WITH#8XY"SMS
=
ti.
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
® SOLID ROOF 3"X48"COMPOSITE ROOF PANELS,FASTEN TO BEAM
W/#12X4"SMS W/14"O NEOPRENE WASHERS @ 8" David W. Smith P.E.
O.C. I FLORIDA LICENSE NUMBER:S3608
• Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
#12 SMS@8"O.C.
FOR COMPOSITE PANEL CONNECTION W # Myron Max Neal, P.E.
FASTEN HEADER CHANNEL TO FASCIA WITH /( � 2X SMB
3/8"THROUGH BOLTS,WASHERS&NUTS SIZE PER SITE FLORIDA LICENSE NUMBER:86663
3/8"0 X2-1/2"LAG SCREWS @ 24"O.C.,2 ROWS PER CHART,CORR.RESISTANT,TYP. SPECIFIC DRAWING
STAGGERED.STRIP SEALANT @ REC.CHANNEL Joel Falardeau P.E.
ALUMINUM COLUMN LOCATED PER PLAN FLORIDA LICENSE NUMBER:70667
C Erik Stuart P.E.
COMPOSITE PANEL FLORIDA LICENSE NUMBER:7760S
ROOF CONNECTION TO FASCIA ROOF, POST &BEAM CONNECTION DETAIL
FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
email:erb@fbcplans.com
ALUM.POSTS DRAWN BY:WP
TYP. DATE: 6/18/20
TOP OF GRADE
REVISION:
V2XH
- • RO1
SMB • FASTEN BEAM TO REC.CHANNEL W/#10X4"TEKS, RO 2
•" • 1 SCREW PER INCH OF BEAM HEIGHT
a." f:. �:�. ,..•: N RO 3
•,� 1 �: °• FASTEN REC.CHANNEL TO POST W/#10X4"TEKS, RU 4
`o I:. ` O 1 SCREW PER INCH OF BEAM HEIGHT
s: I.
PROJECT ADDRESS:
ALUM POST PER PLAN
3000 PSI CONCRETE
°', MASSEY
ISOLATED FOOTING W/(2)#5 7715 MERCHANTVILLE CIR.
REBAR,CROSSWISE ZEPHYRHILLS, FL. 33542
PER PLAN
CONTRACTOR:
TYPICAL PIER COLUMN G.L. STEVE CONSTRUCTION
CONNECTION BEAM TO POST CONNECTION
ALUMINUM PATIO COVER
DETAILS
S.M.B. DEP11 S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT!HAVE REVIEWED
"H" WALL "T" "N" SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
4" .O45" .O6" (2) 3/8" BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
5" .O5O" .O6" (2) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS EDITION RESIDENTIAL&EXISTING
6" .O5O" .O6" (3) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS
7" .O55" .O6" (3) 3/8" BOLTS, NUTS, WASHERS 3,500 LBS
7" .O55" .O9" 3 3/8" BOLTS, NUTS, WASHERS 3,600 LBS ,r ,TE" ''
7" .O55 .125" 3 3/8 BOLTS, NUTS, WASHERS 4,500 LBS $ t'
8" .O72 .O6" (4) 3/8 BOLTS, NUTS, WASHERS 5 5OO LBS
EXISTING ROOF STRUCTURE
8" .O72" .O9" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS '
" O72 .125" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS
g" .O72 .O6" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS ;i n k e
EXTRUDED HEADER UNDER THE DRIP EDGE OR 9" •O72 .O9" 4 3 8" BOLTS, NUTS, WASHERS 8 9OO LBS S, ;'_' `'
EXTRUDED
HEADER CHANNEL WITH ALUMINUM 9" O82 .125" 4 3 8" BOLTS NUTS WASHERS 9 5OO LBS
1O" .O92 .125" 4 3 8" BOLTS NUTS WASHERS 11 ODOLBS °
FLASHING t t'r
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER m Vin/
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED vv$�
FLASHING ATTACHED WITH#8XY2"SMS
@80C" . .
PROFESSIONAL ENGINEER SAS
ENGINEER OF RECORD
® SOLID ROOF 3"X48"COMPOSITE ROOF PANELS,FASTEN TO BEAM
W/#12X4"SMS W/1""0 NEOPRENE WASHERS @ 8" David W. Smith P.E.
O.C. FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
° FLORIDA LICENSE NUMBER:38654
#12 SMS @8"O.C.
FOR COMPOSITE PANEL CONNECTION W/(#) Myron Max Neal, P.E.
FASTEN HEADER CHANNEL TO FASCIA WITH I SMB
3/8"THROUGH BOLTS,WASHERS&NUTS E FLORIDA LICENSE NUMBER:86663
3/80 X2-1/2"LAG SCREWS @ 24"O.C.,2 ROWS PER CHART,CORR.RESISTANT,TYP. SIZE PER DSIRAWING
STAGGERED.STRIP SEALANT @ REC.CHANNEL SPECIFIC DRAWING Joel Falardeau P.E.
ALUMINUM COLUMN LOCATED PER PLAN FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
COMPOSITE PANEL
ROOF CONNECTION TO FASCIA ROOF, POST &BEAM CONNECTION DETAIL
FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
email:erb@fbcplans.com
DRAWN BY:WP
ALUM.POSTS
TYP, DATE: 6/18/20
TOP OF GRADE REVISION:
RO 1
r. A iA .•: RO 2
.•: � :. �• R03
•:� � . .:. g
RO 4
• . I: I; . IL
: :.I ry
• PROJECT ADDRESS:
SL J
: 3000 PSI CONCRETE MASSEY
ISOLATED FOOTING W/(2)#5 7715 MERCHANTVILLE CIR.
REBAR,CROSSWISE ZEPHYRHILLS, FL. 33542
PER PLAN
CONTRACTOR:
TYPICAL PIER COLUMN G.L. STEVE CONSTRUCTION
CONNECTION
ALUMINUM PATIO COVER
DETAILS