HomeMy WebLinkAbout20-159 n
SUN STATE BUILDERS LLC
6154 Fort Ding Rd.
Zephyrhills,FL 33542
June 9,2020
City of Zephyrhills
Building Depart
Re: Per #BAR000159-2020
In regard to the recent revision we had permitted for the job on 3410 Malachite Dr.
in Emerald Point for a roof extension on the front of the home, due to circumstances
beyond our control (our home out-of-state was damaged) and our park will not let
us put posts closer to the street,we have decided to cancel the project and leave the
front as is.
Thank you for your understanding in this matter.
'rry Painter
Sun Sta ui ders LLC
c
o t'
r'"oniae City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000159-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 06/04/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
24 26 21 0020 00000 0290 13410 Malachite Drive
Owner Information Permit Information Contractor Information
Name: JERRY&JEAN PAINTER Permit Type:Add/Alter(Residential) Contractor: SUNSTATE BUILDERS LLC
Class of Work:Add/Alter Residential
Address: 3410 Malachite Dr Building Valuation:$700.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (931)248-9245 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$700.00 /
Total Fees:$67.50
Amount Paid:$67.50
Date Paid:6/4/2020 1:50:57PM
Project Description
ROOF EXTENSION FOR PATIO COVER
Application Fees
Building Permit Fee $45.00 Building Plan Review Fee $22.50
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner:Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
l A
Krc,5(
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for P'ermittirig 111913
Owner's Name S�Lrl-
fy Owner Phone Number
Owner's Address J A7 Owner Phone Number
Fee Simple Titleholder Name F Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS Ma Xr-,-dil-e 2V4,,,-//,-//s I K6- 330 LOT
C)SUBDIVISION 16 WW PARCEL ID#1 —06
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F,-4—ADDIALT SIGN DEMOLISH
R INSTALL rl REPAIR
PROPOSED USE SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK F'&)-'�s AV— A,mo
BUILDING SIZE SO FOOTAGE HEIGHT
BUILDING F'900.0 b 1 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY Q W.R.E C
=PLUMBING 1$ I W.R.E.C.
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION /)
L)
=GAS ROOFING SPECIALTY = OTHER V
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
. . . . . . . . . . . .
BUILDER COMPANY
SIGNATURE VIA!4- REGISTERED I Y/ N FEE CURREN I YIN
Address 3 1 R+ License# 1 C16cld-s-ttllfs
ELECTRICIAN COMPANY =
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY =
SIGNATUR
E REGISTERED Y/ N FEE CURREN [�--N
Address License#
MECHANICAL COMPANY =
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/W
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License# F—
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,Storrinwater Plans wl Silt Fence installed,
Sanitary Facilities&I dumpster Site Work Permit for subdivisionsAarge 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&I clumpster,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. WC 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(PloUSurvey/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 arty
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,it 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'SIOWNER'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
"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 l� CONTRACTOR �A2Z_
Subscribed and sworn (or affrmed bef re me this Subscribed and sw rn to.or affir d)Ifefore me this
by by
Who is/are personally known to me or has/have produced Who Ware personally known to me or has/have produced
as identification, as Identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Z/71 P.
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I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE W]
EDITION
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NEW 3"X.024", 1 LB. '1 • TE OF
DENSITY EPS FOAM ,
6'-0" FLOn75611TEOR EQ.PANEL, �.s/�'fi� °CYr*• m �' �,
-----T------ ------r--------r— � A `
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-________L______ PROFESSIONAL ENGINEER SEAL
---------------- -------------
5 0"
O
2"X4" SMB ENGINEER OF RECORD
B = 2"X4" SMB David W. Smith P.E.
o KNEEBRACES EXISTING PARK FLORIDA LICENSE NUMBER:53608
X MODEL Thomas L. Hanson P.E.
EXISTING ROOM X FLORIDA LICENSE NUMBER:38654
ADDITIONLLII!J ___
M
Myron Max Neal, P.E.
2-0" FLORIDA LICENSE NUMBER:86663
EXIST. 4" Joel Falardeau P.E.
CONCRETE SLAB FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
SIDE ELEVATIONS In
SCALE: 1/8 - 1'-0' In FLORIDA LICENSE NUMBER:77605
XW
W0
WLi
EXISTING ROOM
ADDITION FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
EXISTING PARK Zephyrhills,fl.33542
MODEL Phone:(813)788-5314
N Fax:1-(866)-824-7894
N
XLd Website:www.fbcplans.com
NEW 3"X.024", 1 LB. DENSITY EPS ww C.O.A.-#29054
FOAM COMPOSITE PANEL,
FL 7561 OR EQ. DRAWN BY: W.P.
H ______ ____________________
DATE: 5/19/20
REVISION: DATE:
2"X4" SMB EXISTING ROOM R01
KNEEBRACE ADDITION 2"X4" SMB 3X3X.093" ALUM
ATTACHED TO KNEEBRACES i o POST RO2
ADDITION WALL RO 3
0 `� O) i
O i O \ 4X4X.125" ALUM 0 U-
x r' °i i '" PATIO COVER POST p RO 4
PARK MODEL _J #20_0514_224
---------------- ----- ----- ---------------- 2"X4" SMB PROJECT ADDRESS:
--------- ---
KNEEBRACES JERRY & JEAN PAINTER
3" COMPOSITE PANEL 3410 MALACHITE DR.
13'-0" ROOF OVERHANG EMERALD POINTE RV
13'_0" EXIST. 4 ZEPHYRHILLS, FL 33540
CONCRETE SLAB CONTRACTOR:
PATIO COVER SUN STATE BUILDERS
FRONT ELEVATION FLOOR PLAN
SCALE: 1/8' - 1'-0' SCALE 1/8'
PLAN/ELEVS
S.M.B. DEP1 S.M.B. 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 1,720 LBS COMPLIANCE WITH ASCE 7-10 AND FBC 6T
FASTEN COMPOSITE PANEL TO BEAM WITH 5 .050" .06" (2) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS EDITION RESIDEN EXISTING
#12 TEK SCREW AND 1-1/4"0 NEOPRENE 6"
7" .055" .06" (3) 3/B" BOLTS, NUTS, WASHERS 2,550 LBS
WASHER AT 8"O.C.(SCREW LENGH EQUAL TO
7" .055" .06" 3 3/8" BOLTS, NUTS, WASHERS 3,500 LBS
COMPOSITE PANEL THICKNESS PLUS 1"MIN.) 7" .055" .09" 3 3/8" BOLTS, NUTS, WASHERS 3,600 LBS
7" .055 .125" (3) 3/8" BOLTS, NUTS, WASHERS 4,500 LBS •RR•�Ct e0�
8" .072 .06" (4) 3/8 BOLTS, NUTS, WASHERS 5,500 LBS • �,,.
#8X3/4"TO ATTACH 8" .072 .O9" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS ` °
" "
' $
FLASHING TO ROOF 3"X.060 REC.CHANNEL " .072 .125" (4) 3/8 BOLTS, NUTS, WASHERS 7.000 LBS *w a�, N�• •
PANEL @ 12"O.C. W/#10X3/4 @ 12 O.C. g" .072 .06" 4 3 8" BOLTS, NUTS, WASHERS 7 000 LBS ;
TOP&BOTTOM INTO PANEL g" 072 .09" 4 3 8" BOLTS, NUTS, WASHERS 8 900 LBS ; m
3"COMPOSITE g" .082 .125" 4 3 8" BOLTS NUTS WASHERS 9 500 LBS • ' �®
ROOF PANEL _ '0 •
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER ' • AL •° <Cl��
-__________________ __________ O SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED �'y° O1 •• .=�s a
O 2X4 SMB ��p, � �°••qnl•®•°•F �,
_=_- • • PRO FE S4II t A RSEAL
ENGINEER OF RECORD
I David W. Smith P.E.
I I FLORIDA LICENSE NUMBER:53608
--- e
X4 SMB,45 DEGREES Thomas L. Hanson P.E.
I I I FLORIDA LICENSE NUMBER:38654
LATE OPTION(SHOWN): Myron Max Neal, P.E.
(#)3/8"THROUGH BOLTS,J I I ITH(4)#10x3/4"S.M.S
WASHERS&NUTS PER CHART I I • ONNECTION PT.,BOTH SIDES. FLORIDA LICENSE NUMBER:86663
I 2X SMB BEAM PER PLAN C.CHANNEL:ATTACH CHANNEL Falardeau P.E.
ND KNEE BRACE(BOTH SIDES), Joel10X3/4"S.M.S.EA.CONNECTION POINT FLORIDA LICENSE NUMBER:70667
ALUMINUM COLUMN LOCATED Erik Stuart P.E.
PER PLAN COLUMN LOCATED FLORIDA LICENSE NUMBER:77605
PER PLAN
I I
I I
ROOF BEAM TO CARRIER BEAM KNEEBRACE CONNECTION FBC Plans &Engineering
TO ALUMINUM POST Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
------------------ Fax:1-(866)-824-7894
Website:www.fbcplans.com
COMP.PANEL ROOF email:erb@fbcplans.com
FASTEN COMPOSITE PANEL TO BEAM WITH
#12 TEK SCREW AND 1-1/40 NEOPRENE DRAWN BY:WP
WASHER AT 8"O.C.(SCREW LENGH EQUAL TO DATE: 5/19/20
(2)-3/8"�MACHINE
PER PLAN COMPOSITE PANEL THICKNESS PLUS 1"MIN.)
REVISION:
BOLTS WITH WASHERS
-------------- ---OR(4)#14X 3/4"SMS
EA.SIDE ALUM.POST 2X4 SMB RU
PER PLAN FASTEN INTERNAL OR EXTERNAL j • RO 2
CHANNEL TO STRUCTURAL WALL MEMBER i GUSSETT PLATE OPTION(SHOWN): RO 3
11 GA.INTERNAL ALUM.BASE,PREDRILL VERT.FLANGES W/(3)J"OX3"LAG SCREWS I FASTEN WITH(4)#10x3/4"S.M.S
AT EACH CONNECTION PT.,BOTH SIDES. RO 4
(4)3/8"CONCRETE SCREWS(INTERNAL) FASTEN CHANNEL TO SMB W/#10X*"SMS, i OR FOR REC.CHANNEL:ATTACH CHANNEL
1 SCREW PER INCH OF BEAM HEIGHT TO BEAM,AND KNEE BRACE(BOTH SIDES), #20_0514_224
W/2-3/4"EMBEDMENT,1-3/4"MIN.EDGE DISTANCE I
WITH(4)#10X3/4"S.M.S.EA.CONNECTION POINT PROJECT ADDRESS:
2x4 SMB,45 DEGREES JERRY & JEAN PAINTER
EXISTING 4"SLAB I ° 3410 MALACHITE DR.
------------------------- EXIST.WOOD FRAMED WALL °
L
EMERALD POINTE RV
° CONNECT REC.CHANNEL TO ZEPHYRHILLS, FL 33540
WOOD FRAME WALL
W/(3)1/4"0X3"LAG SCREWS CONTRACTOR:
NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"0 SCREW FASTEN REC.CHANNEL TO
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. ALUMINUM KNEE BRACE SUN STATE BUILDERS
WITH(4)#10x3/4"S.M.S
POST TO CONCRETE CONNECTION BOTH SIDES
KNEE BRACE CONNECTION ALUMINUM DETAILS
TO WOOD WALL FRAMING PATIO COVER
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX 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 FBC 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 I
PSI MINIMUM PROVIDED
FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL '?
EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY
. BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE
2 ALL CONCRETE
THE �� �� •pto@ 4R�
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO •® EN 0 z
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE 1J a •
7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN '�
IN LIEU OF WELDED WIRE MESH 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 BEADDED WHERE AN EXIT DOOR ' °
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD " •
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT o
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO 3280.105 'a e •
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT a • A $
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED.
8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
SOIL FOR WOOD DESTROYING ORGANISMS. (� °• •°�:
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE 18-8PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 gt� sy • 0•• i+
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 FOR UNLESS MANUFACTURERQRSURETREATED
GALVANIZED BOLTS SPECIFIES CARPORT EXTENSION ON EXISTING CONCRETE SLAB � � ®�®"• o, a
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 'e A L
OTHERWISE NOTED ON PLANS. ®Tg
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: PRO #4
S fl IPE�R SEAL
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 1. RISK CATEGORY: 1
G-185. ENGINEER OF RECORD
FOLLOWING: 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W. Smith P.E.
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE: B
FLORIDA LICENSE NUMBER:53608
3/4".
AIR ENTRAINING+/-1%-ASTM C 260. 4. NOMINAL(Vasd)WIND LOADS: ENCLOSED
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: INTERNAL PRESSURE COEFFICIENT: +/-0.18 Thomas L. Hanson P.E.
CLEAN POTABLE WATER. ASTM E 119 FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 FLORIDA LICENSE NUMBER:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 COMPONENT&CLADDING PRESSURES: Myron Max Neal, P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ROOF:ZONE 1:8.9/-21.8 WALLS:ZONE 4:21.8/-23.6 Y
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10 FLORIDA LICENSE NUMBER:86663
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150 ZONE 3: 8.9/-55.0
RECOMMENDATIONS. ASTM C33 SOLID ROOF(MWFRS): 20 PSF Joel Falardeau P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM 0260
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 5. SOLID ROOF TYPE: FLORIDA LICENSE NUMBER:70667
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 3"X.024",1 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF,
SPALLING OR OTHER DETERIORATION. ASTM A185
FL 7561 OR EQ. Erik Stuart P.E.
FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) DEFLECTION: L/120 FLORIDA LICENSE NUMBER:77605
B.MASONRY: 6TH EDITION MAXIMUM ALLOWABLE SPAN: 13.44'
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL SITE SPECIFIC DESIGN SPAN: 13.00'
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: 6. FOUNDATION:
TYPE M OR S MORTAR. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
2.ALL MORTAR SHALL BE OF TYPE M OR S. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT EXISTING CONCRETE SLAB PER SECTION'A'OF GENERAL NOTES. EXISTING
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1.TYP--TYPICAL PROPOSED ADDITION. FBC Plans &Engineering
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 Abbott Station Drive Unit 101
HEIGHT. 4.CONS--CONTINUOUS Zephyrhills,fl.33542
5.VIF--VERIFY IN FIELD
C.ALUMINUM: Phone:(813)788-5314
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: Fax:1-(866)-824-7894
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED ALUMINUM STRUCTURAL MEMBERS Website:www.fbcplans.com
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING WORK SHALL COMPLY WITH PREY ILjNt,erb@fbcplans.com
MINIMiJM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. HOLLOW SECTIONS
0.024"SHALL APPLY. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, c DES FLORIDA BUILDING CODE,
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 2:---------------------------------------2"x 2"x 0.04 DRAWN BY: W.P.
1ttJ ZONAL ELi=CTRIC CODE,
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD 3 x 2: 3"x 2"x 0.050 DATE: 5/19/20
STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONDITIONS. 2 x 3:---------------------------------------2"x 3"x o.oso/AN ,THE CITY OF ZEPHYRHILLS
THESE DRA
WINGS RAWINGS REPRESENT THE ACCEPTABILITY OF THE
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3. 2 x 3:---------------------------------------2°x 3"x 0.070OF NA ES REVISION: DATE:
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR. 2 x 4:---------------------------------------2"x 4"x 0.050"
PREPARED BY THE ALUMINUM ASSOCIATION, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2 x 5:---------------------------------------2"x 5"x 0.050" RO 1
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE,
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND RO 2
MANUFACTURER. OPEN BACK SECTIONS
20 ALUMINUM). REVIEW [)AT
5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1 x 2:----------------------------------------1"x 2"x 0.040"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD CITY OF ZEPHYRHI
ENGINEERING PRACTICES. 1 x 3:----------------------------------------1"x 3"x 0.045" p
SEPARATION. PLAN EXAMINER RO 4
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: #20_0514_224
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" PROJECT ADDRESS:
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 3 Sna 2"x 3"x 0.050"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING WITHOUT A MANUFACTURER'S HOST BEAM. Snap:
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 2 x 4 Snap: 2"x 4"x 0.045" JERRY & JEAN PAINTER
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 3410 MALACHITE DR.
VISIBLE WHEN PANEL IS INSTALLED. ON THE MANUFACTURED HOME. SELF MATING (SMB) EMERALD POINTS RV
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" ZEPHYRHILLS, FL 33540
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
300 18-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17 IN ITS ENTIRETY.
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" SUN STATE BUILDERS
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,SIIvIPSON,HILTI,BAWL, 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.
NOTES