HomeMy WebLinkAbout19-20980 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20980
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20980 Address: 387A4-GR-54 2
?�(
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ZEPHYRHILLS COLONY
Est. Value: Parcel Number: 02-26-21-0010-05000-0030
Improv. Cost: 5,000.00 ; OWNER INFORMATION
Date Issued: 3/19/2019 Name: SLEEPY HOLLOW MOBILE ESTATE INC
Total Fees: 97.50 Address: 38615 LANSING AVE
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542
Date Paid: 3/19/2019 Phone: (573)253-9799
Work Desc: INSTALL CARPORT 15 X 21 ON EXISTING SLAB
CONTRACTORS APPLICATION.FEES
SUNSTATE ALUMINUMN INC BUILDING FEE 97.50
FRAME Ins ections Required
SHEATHING
FINAL
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.
CONMACTOR SIGNATURE PERMIT OFFItYR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Page No. of � Pages
SUN STATE ALUMINUM, INC.
<} 6154 Fort King Rd.
>` ZEPHYRHILLS, FL 33542
(813) 788-7308
SUBMITTED TO PHONE DATE
STREET
� JOB NAME yo
Vo,,j
CITY,STATE and ZIP CODE r� JOB LOCATION
ARCHITECT DATE OF PLANS ,p JOB PHONE
We hereby submit specifications and estimates for:
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fit' QtDlttrart hereby to furnish material and labor—complete in accordance with above spe (cations,�f'`o�r t sum of:
� r ��
dollars($WS 00-'' ).
jPayment to bey#de as follows: ,� �y
All unpaid balances subject to 1.5%monthly interest fee.
All material is guaranteed to be as specified.All work to be completed in a workmanlike r
manner according to standard practices.Any alteration or deviation from above specifications Authorized
involving,extra costs will be executed only upon written orders,and will become an extra Signature
charge over and above the estimate. All agreements contingent upon strikes, accidents
or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be
)Z[Creptanre
Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days.
of (Contrart—The above prices,specifications e
and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as spe '' d. Payment will be made as outlined above.
Date of Acceptance: Signature
Sheds and Carports
Plan Review Comments
1) All property markers shall be fully exposed at time of inspection. (RED TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF
NOT ANCHORED PER PLAN)
3) All set-backs shall be met.
4) Shall not be installed in easements.
5) Shall.be set in the rear or side yards:
6) Only 2 accessory buildings_ per parcel.
7) Sheds shall not be rented or inhabited.
8) Must meet and follow all conditions of ordinancei780=01
9) No accessory building shall be larger than 300 sq ft without site=plan approval
10) Not to exceed 16'.in height at peak.
11) No other work shall be permitted (framing; plumbing, electrical and mechanical) unless
otherwise specified..
12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed:of
masonry, wood frame, aluminum or.vinyl. Aluminum and vinyl shall be residential grade
�.
and be consistent with existing architecture of the.principle building and adjacent
properties.
13) Fence shall not encroach neighbor's private property or right-of way:
14) Fence shall be no taller than 6 feet in the rear and sides of home. 4 feet from the front
of home.
15)Good side of fence shall face out.
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INSTR#2019034488 OR BK 9866 PG 621 Page 1 of 1
03/01/2019 01:10 PM Rcpt:2032842 Rec:10.00 DS:0.00 IT:0.00
Paula s.O'Neil,Pk.2).,Pasco County Clerk&Comptroller
Cf� e-F L k T LDS
FBC Plans
Florida 8 Engineering
Building 6272 Abbott station Dr.
u Unit 101
Godalt No. Zephyr Ib,FL 33542 Parcel ID No
�
NOTICE OF COMMENCEMENT
State of / /7 -i d'D/ ti County ofSC'U
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,
the following Information Is provided In this Notice of Commencement
1. Description of Property: Parcel Identification No. 6.2.�(o .2/ -061 y - 0E-6J 0O,3Q
Street Address: .31 ' 3.?7fl Cefe S`r/ A, -V'(0 1
2. General Description of Improvement rlrr`.S s�rar t�L/`fJd/�f
Q� V
3. Owner Information or Lessee information if the Lessee contracted for the Improvement Z W
LLI
381o/t� Zgn cf iL, de r?-PO"Yr�e%�� PC 33fq sn Z U cn �
Address city State _F < N a Q Interest In Property. OyfA,eC
p � zz � r�
Name of Fee Simple Titleholder. LL �. O
(If different from Owner listed above) W Li- IY_ U U
Address ( / '/- / City State Z = O O f: 06
4. Contractor �lttc)frv�{ LGCIL[f ytL rw� _ ~ >- L11 O
Or q/ *'f'A1,//A I✓� 33stla, o < � U Q W
address city State J
Contractors Telephone No.: SI3- 7r48- 1, 8 7- Q CO Q LL V
u- LIJ Z) Z O. 1
5. Surety: F- C r-, n- Q >- LLI
Name O fY_W_ LL =
� v00 }
Address City State
Amount of Bond:$ Telephone No.: 0- 0 0 O U) Uj
Q J Q
6. Lender J -
Name � � LL. �
Address City State ( _•� z a m
Lender's Telephone No.:
7. Persons within the Stale of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8, In addition to himself,the owner designates of—
to receive a copy of the Lienor's Notice as provided In Section 713.13(1xb),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date Is specified): rG
AWRE CONSIDEREDE MPROPER PAYMENTSS UNDER CHAPPTTEER 713 PART 1,E ECTTIION 713.13,HFLOR DAESTATUTES,EANDMCAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of pedury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best
of my knowledge and belief. I
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or Lesse$5,rownees or Lessee's Authorized
Officer/Director/Partner/Manager
Signatory's Titie/Office L
The foregoing Instrument was acknowledged before me this ZZday of;*76 .20(j,by
as (type of authority,e.g.,officer,trustee,attorney in fact)for
(name of party on behalf of whom Instrument was executed).
Personally Known❑0 Produced Identification, Notary Signature
Type of Identification Produced P.Dri✓u"S L —%.5 e- Name(Print) f✓'O O/= 5
� Brooks aFbrlOtr
�► , wy CmnisYen. Ga i im
wpdata/bes/noUceoofnmencement_pc053048
Cr
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �'LG�
Date Received:
Site:
Permit Type:
Approved w/no comments Approved w/the below comments: Denied w/the below comments: O
- Adv
This comment sheet shall be kept with the permit and/or plans.
MAR 9 3 2019
Kalvi Swi er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department Q 2 Date Received If
Phone Contact for Permitting O�J L-7 0p
3 t��
Owners Name �p�'e J 6#614W!r E'si- 4�[ / Owner Phone Number f'� p �o� �/
Owner's Address O�O�S/"�� {/2f�°, 2/Ii��S 33J ol_ Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
'
JOB ADDRESS O y` C.2 2
. K" - h, /if l�- 33J Yd�- LOT#
SUBDIVISION JY/�P 6 vy d PARCEL ID# �� '-26-,a ' Ohl v 05ZW '0 b
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSfR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM �� OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME JJ= STEEL
' Q J
DESCRIPTION OF WORK �J X`2 RS��CL� CQr dr+ C�/L ��ClST lY 'f 1q
BUILDING SIZE SQ FOOTAGE= HEIGHT
�PP�IYP`TPi�Tf'YrPt�r'PAP'PY®P'I�1"1'T'P®t�I9T�P`rITT'r`rP1T9��ITr1'7®rr�TrTP'1'Ti�l"i�PITP"PP
=BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
�'.��f-ti--1�.-'r.'•- P�....s . . ...�.v��.. . . ' •_-.-.-. . ',-.1-1-�Z-G-. . . .. . . •
BUILDER � !UPREGISTERED
COMPANYSIGNATURE v! Y/ N FEE CURREN Y/N
Address !v/SY /`�1L Kl1� �. s`�� 5 � License# c—,gc..i-Zs i se
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIl1111I111I11111I111I1I11111I1I1111I1It1i11111
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 onsile,Construction Plans,Stonnwater 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 Farms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsile,Construction Plans,Stomtwater Plans w/Sill 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:
ions:
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 contract required)
Reroofs'if shingles"'" Sewers ,Service Upgrades,-A/C- Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on.publlc:roadways..needs�ROW
1r
I
I 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.
I 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 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 LCONTRACTOR
Subscribed and sworn to(or affirmeM before me this Subscribed and sworn to(or affirmed)before me this
by 1
Who is/are personally known to me or has/have produced Who is/are sonally know o me or hasthave produced
as identification. as identification.
Notary Public Notary Public
Commission No. Co missi No:
Name of Notary typed,printed or stamped Name of Note d, .vJ ta
r�.... .s, 9XdUELINE BOGES
Commission#GG 276457
q Expires December iZ 2022
Wed TtruTroyFeinIna milm8N,1VSS-7019
I HEREBY CERTIFY jT11HA}}T I HAVE REVIEWED
THIS comP��[}�T�fl1190 TO BE IN
,S�` n •eyweeye•y• L7
`" » No. •.
e • w
y • $ _ fir �N
3"X.024 RISER sss
PANS FL#22840 �r/ / 11 ,
PROFESSIONAL ENGINEER SEAL
2X6 SMB 2X6 SMB N ENGINEER OF RECORD:
<2X3 KNEE David W. Smith P.E.
M BRACE TYP. M M
o o p FLORIDA LICENSE NUMBER:53608
11
M M M
M M M Thomas L. Hanson P.E.-
FLORIDA LICENSE NUMBER:38654
12-0
EXISTING 4'SLAB
2
Mark Ronald Dunn,Jr. P.E.
20'-0"X8 SMB 093 FLORIDA LICENSE NUMBER:73968
KING POST
SIDE VIEW IJoel Falardeau P.E.
o ' ; FLORIDA LICENSE NUMBER 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
t = FBC Plans &Engineering
2X8 SMB
6272 A
"-3X3X.093 Services,Inc.
KING POST bolt Station Sta Drive Unit 101
Gq pq KINGpq Zephyrhills,0.33542
NN Phone:(813)788-5314
'0 Fax:1-(866)-824-7894
3X3X.093 Website:www.fbcplans.com
N N N + 3X.024 RISER c.o.A-#z9os4
KING POST PANS FL#22840 DATE:2/27/2019
'f DRAWN BY: SB
2 8 SMB
2X8 SMB 2X3 KNEE REVISION: DATE:
3X3X.093 3X3X.o93 BRACE TYP. RO 1
KING POST COLUMN TYP. o RO 2
PLAN VIEW OF 6 bo
M M RO 3
M m RO 4
EXISTING 4'SLAB
15' 0° JOB NAME&ADDRESS:
END VIEW STURGIS
38741 CR 54 LOT 68
ZEPHYRHILLS, FL
CONTRACTOR:
SUNSTATE BUILDERS
PLANS & ELEVATIONS
S.M B. DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
'H' WALL IT. 'N' SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10&FBC 6TH
4' .045' .06' (2) 3/8' BOLTS, NUTS, WASHERS 1,720 LBS EDITION RESIDENTIAL&EXISTING
5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS
6' .050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS
7' .055' .06' (3) 3/8' BOLTS NUTS, WASHERS 3 LBS ,
7' .055' .09' (3) 3/8' BOLTS, NUTS, WASHERS 3,600 LBSL T
FASTEN ALUMINUM PAN ROOF 7' .055' .i (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS
ALUMINUM RIDGE CAP .,, • ,�•.'y, O
TO RIDGE BEAM WITH#10 X 3/4' 8' 072' 0 ' (4) 3/8' BOLTS, NUTS WASHERS 5 00 LBS ,' fir• r,s'••
FASTENED W/#8 X 51Ir 6' •072' .09' (4) 3/8 BOLTS NUTS, WASHERS 7 LBS �- .• 5
TEK SCREW @ EACH RIB TEK SCREW W/1-1/4"NEOPRENE .072' .125' (4) 3/8' BOLTS, NUTS, WASHERS '' •
WASHER,4 PER PAN 9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
9' .072' •09' (4) 3/8' BOLTS, NUTS, WASHERS %900 LBS .. *
082' .125' (4) 3/8' BATS NUTS WASHERS 9,500 LBS . •
.092 .125' (4) 3/8' BOLTS, NUTS WASHERS •
AT
NOTEi OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
RpAN SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED • P•: <C/
UM wSE ALUM/NU " €9•` In. �`�
PAly °I' ,, IIM171 X11"�
PROFESSIONAL ENGINEER SEAL
#10 X 3/4"HEX HD CORROSION RESISTANT
(N)3/8"THRU BOLTS, METAL SCREW,WASHER AND SEAL
WASHERS AND NUTS, 4 PER PAN AT ALL BEAMS AND 8"O.C.AT RAKE ENGINEER OF RECORD:
CORROSION RESISTANT
ALUMINUM POST (SEE CHART) David W. Smith P.E.
PER PLAN
2X SMB PER PLAN ROOF FLORIDA LICENSE NUMBER:53608 3"X 12"ALUMINUM RISER PAN
Thomas L. Hanson P.E.
® ® 2X SMB PER PLAN FLORIDA LICENSE NUMBER:38654
® Mark Ronald Dunn,Jr. P.E.
CONNECTION W/(N)PER CHART FLORIDA LICENSE NUMBER:73968
3/8"THRU BOLTS,WASHERS AND NUTS
(SMB CARRIER BEAM (N)3/8"THRU BOLTS, CORROSION RESISTANT TYPICAL
ALUMINUM POST/COLUMN PER PLAN Joel Falardeau P.E.
PER PLAN WASHERS,AND NUTS, FLORIDA LICENSE NUMBER:70667
CORROSION RESISTANT
(SEE CHART)
Erik Stuart P.E.
ALUMINUM RISER PANS AT RIDGE CONNECTIONS ROOF, POST AND BEAM CONNECTION DETAIL FLORIDA LICENSE NUMBER:77605
KING POST CONNECTIONS
FBC Plans&Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101
(1)-1/2"O LDT CONCRETE Zephyrhills,i s, .33542
SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF Phone:(813)788-5314
EMBEDMENT(MIN EDGE ANCHORS INTO CONCRETE FOOTING SHALL
DISTANCE=3N
BE 2-3 4"AT ALL POST LOCATIONS.ALL Fax:1-(866)-824 7894
PER OUTER FLAGE / Website:www.fbcplans.com
SCREW LENGTHS AT POST CONNECTIONS C.O.A.-#29054
SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE
FOOTING WHEN A PAVER DECK IS PRESENT.
s" • DATE:2/27/2019
• 2"xH"SMB
(2)-3/8"0 MACHINE REVISION:
BOLTS WITH WASHERS TOP VIEW •
OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN RO 1
; '
EA.SIDE
2"x2"x 0.125"ANGLE EXTERNAL RO 2
OR EQUIVALENT POST BASE R0 3
(1)-1/2"0 LDT CONCRETE 2"X3"KNEE BRACE
SCREW WITH 2-3/4" (12'x12' -45°MIN. RO 4
EMBEDMENT(MIN EDGE OPT.#2: FOR INTERNAL FASTENING
DISTANCE=3') (4)-3/8" 0 CONCRETE ALUMINUM COLUMN
PER OUTER FLANGE SCREW WITH 2-3/4" LOCATED PER PLAN • CONNECT KNEE BRACE TO JOB NAME&ADDRESS:
EMBEDMENT(MIN EDGE • COLUMN/BEAM WITH.060"RECEMNG
DISTANCE=3" CHANNEL OR GUSSET PLATE
MIN SPACING 2")
FASTEN W/(3)#10x3/4"TEKS
4 n c a AT EACH CONNECTION PT. STURGIS
38741 CR 54 LOT 68
KNEE BRACE CONNECTION
ZEPHYRHILLS, FL
FRONT VIEW
CONTRACTOR:
POST CONNECTION DETAIL SUNSTATE BUILDERS
SCALE:NTS
ALUMINUM CARPORT
DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
IN
General Notes HOT DIPPED GALVANIZED. THIS PLAN E WITH D FOUND IT TO BE
S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5.SCREENING MATERIAL SHALL BE 18X14X0.013 OR EDITION RES DE AS CE 7-10 XI I FBC 6T(I
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL&EXISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE.
PSI MINIMUM PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
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 �O
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 CHANGE THE EXIT FACILITIES FOR
3. 3000 PSI FIBERMESH(314"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 �` ••' /f9 t�
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER �► +' •• / i
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE
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 i • a
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. ++ aTE OF �
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. a ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR ( •++ d �a+++
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 �1
OPC(PORTLAND CEMENT TYPE l,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR EN RD:
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. FREESTANDING CARPORT
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E.
WATER REDUCING AGENT-ASTM C 494. G-185. DESIGN DATA:
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult(3 SECOND GUST): 130 MPH
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE NOMINAL DESIGN WIND SPEED Vaud: 110 MPH
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 2. RISK CATEGORY: I Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 3. WIND EXPOSURE: B
RECOMMENDATIONS. 4. INTERNAL COEFFICIENT: +/-0.0 FLORIDA LICENSE NUMBER:38654
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300
ASCE 7-10
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. WIND LOADS:
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, Mark Ronald Dunn,Jr. P.E.
SPALLING OR OTHER DETERIORATION. ASTM C94 SOLID ROOF(MWFRS): 20 PSF
ATM C15oEXISTING CONCTE SLAB,2500 PSI CONCRETE W/ FLORIDA LICENSE NUMBER:73968
B.MASONRY, ASTM C33 6. SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE"PROPOSED STRUCTURE.
-#1OWWM OR 3000 I FIBERMESH
ASTM C260
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 7. SOLID ROOF TYPE: 3"X12"ALUM.PANS,FL#22840 OR EQUIV.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ATM A615 Joel Falardeau P.E.
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) FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL Erik Stuart P.E.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans&Engineering
C.ALUMINUM. TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE L TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc.
MINIMUM REQUIREMENTS OF 6005 TS FOR ALLOY WITH A
2.SIM--SIMILAR 6272 Abbott Station Drive Unit 101
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED Zephyrhills,fl 33542
4.CONT—CONTINUOUS HOLLOW SECTIONS
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF Phone:(813)788-5314
S.VIF--VERIFY IN FIELD 2 x 2:--------------------------------------2"x 2"x 0.044"
0.024"SHALL APPLY. Fax:l-(866)-824 7894
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE L ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:--------------------------------------2"x 3"x 0.070"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE DATE:2/27/2019
CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050"
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, "
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, 2 x 5:--------------------------------------2"x 5 x 0.050" DRAWN BY: SB
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS OPEN BACK SECTIONS REVISION: DATE:
ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" RO 1
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:---------------------------------------1"x 3"x 0.045"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR
1 SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
5. RO 2
ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF RO 3
MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
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 3 Snap: 2"x 3"x 0.050" RO 4
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS JOB NAME&ADDRESS:
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING(SMB)
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" STURGIS
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:----------------- --- 2"x 5"x 0.050"x 0.118"
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" 38741 CR 54 LOT 68
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
WITH ACQ PRESSURE TREATED WOOD. SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 2 8 SMB: 2"x 8"x 0.072"x 0.224"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME x ZEPHYRH ILLS, FL
2 x 9 SMB:---------------------- 2'x 9"x 0.072"x 0.224"
FLAT WASHERS AND NUTS. 2, IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
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.
3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR:
CONTRACTOR
SUNSTATE BUILDERS
4. IF PAVERS ARE UNDERALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
ENGINEERS
NOTES