HomeMy WebLinkAbout20-862 D
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PERMIT.NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000862-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 10/08/2020
Permit Type: Add/Alter (Residential);
Property Number Street Address
0326 210170 00000 1150 6747 Sunnidale Drive
Owner Information Permit Information Contractor Information
Name: CATHERINE&ROBERT SHIPLEY Permit Type:Add/Alter(Residential) Contractor: SUNSTATE ALUMINUMN IN-
Class of Work:Add/Alter Residential
Address: 6747 Sunnidale Dr Building Valuation:$6,000.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (352)342-2756 Mechanical Valuation:$0.00 \/�
Plumbing Valuation:$0.00 Dy 1 7"
Total Valuation:$6,000.00 /["(—/�
Total Fees:$105.00
Amount Paid:$105.00
Date Paid:10/82020 11:12:21AM IIJJ
Project.Description
SCRN RM ON WOOD DECK 8 X 12
Application Fees
Building Plan Review Fee $35.00 Building Permit Fee $70.00
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.
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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 Cit , ills Permit Application Fax-813-780-0021
Buildin apartment //]�� ,`m
Date Received �J y✓�(K�/sY/
Pho Contact for P rmitting (J�3 - ✓��Y `/
Owner's Name �/�� / �e OwnerPh one Number 3sa
Owner's Addres U itn i 4�` �-1 S Owner Phone Number
Fee Simple T) eholder Name Owner Phone Number
Fee Simple Title older Address
JOB ADDRESS u/J�7/[7!t/tom I�t /f L� �s �L3 7 LOT#
SUBDIVISION Q le— PARCEL ID#Q3_o)(I d 017 d '00AX) — PS-0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION BLOCK/�0 FRAME = STEEL =
DESCRIPTION OF WORK V Creep 2d&, B h a eu-cJ [,& l C
BUILDING SIZE 9y�oL � SQ FOOTAGE® HEIGHT
Tf��rTF�Pr�A"'r�P'Pr'�1'RT1T1'S'9"(�i�'9�r'7STf'�7'R9"1TP'ITET�fTPi®1"�IT�i PT�i ��T'P"
QBUILDING $/ 0 0 6 VALU ATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ 1� /!MECHANICAL �
TlJ
$ VALUATION OF MECHANICAL
NICAL INSTALLATION VyA
VC/
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO r�
BUILDER• •� •COMPANY��(,(((S!<• �ul�t/h G[K/L
SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N a mot/ 1
Address c 24 i it rK d— License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURA REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111I1I11I111111i11111
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,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 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,Storrnwater Plans w/Slit Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance v
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
+1-d-1—I•-1®F-1+I+D+!—&-"- —1+1I+Lmt+l-4-I+i®I+E+1—f+4-0-d9�{--1—l+l�l+l+lml+l+1�
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(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more'restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
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.1 7.03) /)/
OWNER OR AGENT CONTRACTOR /C. Xl Pe4mso
Subscribed and sworn o(or affirmedy be re me this Subscribed and sw rn to(or affirmed,
by by
Who is/are personally known to me or has/have produced Who is/are 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
Page No. Of PagpE
SUN STATE ALUMINUM, INC.
6154 Fort King Rd.
ZEPHYRHILLS, FL 33542
(813) 788-7308
M 0 TO ITTED T PHONE TE
6S*2- S -2
STREET
CITY,STATE and ZIP I JOB LOCATION
ARCHrrEcT DATE OF PLANS JOB PHONE
We hereby submit specifications and estimates for
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ur ish material and labor complete in accordance with above specifications, for th of:
-Payment to be--made as tfio7WV-
All unpaid balances subject to 1.60/6 monthly Interest fee.
All material is guaranteed to be as specified.All work to be completed in a workmanlike
manner according to standard practices.Any alteration or deviation from above SPili=.r.
Involving extra costs will be executed only upon written orders,and will become an a Ignature.,
charge over and above the estimate.AD agreements contingent upon strikes,a
or delays beyond our control.Owner to carry fire,tornado and other necessary insu ce. Note:This proposal may be
Our workers are tally covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days.
Acceptance:
&Ceptall(e Of (Contract—The above prices,specifications
conditions are satisfactory and are hereby accepted. You are authorized Signature
d'2 it
andc to
to do the work as specified. Payment will be made as outlined above.
D Dat's Of Ccep
ate of Acceptance. Signature
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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
BOLT DIAMETER INTO STRUCTURAL FRAMING G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE.. I ,7-10 AND FBC 6TH
A.CONCRETE&FOUNDATION DESIGN: ( EDITIO I NC
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 t HA(ii 6®
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 •
•e•••••• $
� • •
0
THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE
MINIMUM,3 1/2"NOMINAL THICKNESS.7.ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR �. ® •\Cj E N S�• ••
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY
CIRCUMSTANCES BY DRIVING WITH A HAMMER
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE • (�
7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN a No.3865
IN LIEU OF WELDED WIRE MESH STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. •
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 •
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 •
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO 3280.105 ° • ((/
MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE •
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT G(/
GRADE#5 OR BETTER ZINC PLATED. ���• •�`1 ��
ADJACENT TO OR ONES TOP OFIN A SLAB WITHOUT TREATING THE 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR S� •e• • °• `�
SOIL FORWOODDESTROYINGORGANISMS. SCREEN ROOM ON WOOD DECK; REBUILD SCREEN WALL ••.•••w••
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
FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA:
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL OTHERWISE NOTED ON PLANS. �� `��
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. 1. RISK CATEGORY: I PROFESSI L GINEER SEAL
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 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
FOLLOWING: G-185. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH ENGINEER OF RECORD
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 3. WIND EXPOSURE: B David W. Smith P.E.
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 4. WIND LOADS-ENCLOSED:
3/4". UNLESS NOTED OTHER WISE, INTERNAL PRESSURE COEFFICIENT: +/-0.18 FLORIDA LICENSE NUMBER:53608
AIR ENTRAINING+/-1%-ASTM C 260.
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: COMPONENT&CLADDING PRESSURES: Thomas L. Hanson P.E.
CLEAN POTABLE WATER. ASTM E 119 ROOF:ZONE 1:8.9/-21.8 WALLS:ZONE 4:21.8/-23.6 FLORIDA LICENSE NUMBER:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 ZONE 3: 8.9/-55.0 Myron Max Neal, P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 SOLID ROOF(MWFRS): 20 PSF FLORIDA LICENSE NUMBER:86663
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150
RECOMMENDATIONS. ASTM C33 5. SOLID ROOF TYPE: Joel Falardeau P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 EXISTING 3"X 12"X.032", INSULATED RISER PAN ROOF, FLORIDA LICENSE NUMBER:70667
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 FL 22860 OR EQ.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615
SPALLING OR OTHER DETERIORATION. ASTM A185 DEFLECTION: L/120 Erik Stuart P.E.
FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) MAXIMUM ALLOWABLE SPAN: 12.00' FLORIDA LICENSE NUMBER:77605
B.MASONRY: 6TH EDITION SITE SPECIFIC DESIGN SPAN: 12.00'
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL 6. EXISTING 4"CONCRETE SLAB PER SECTION'A'OF GENERAL NOTES.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS
TYPE M OR S MORTAR. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED FROM THE PROPOSED ADDITION.
2.ALL MORTAR SHALL BE OF TYPE M OR S. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT NEW WOOD DECK FRAMING PER PLAN
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. WOOD DECK LIVE LOAD 40 PSF 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 Abbott Station Drive Unit 101
HEIGHT. 4. CONT--CONTINUOUS Zephyrhills,0.33542
5.VIF--VERIFY IN FIELDC. 1-(866)-824-7894 RESPONSIBILITY: F
ALUMINUM: Fax:ALUMINUM STRUCTURAL MEMBERS Phone:(813)788-5314
1,1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED HOLLOW SECTIONSWebsite:www.lbclans.com
THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 2:---------------------------------------2"x 2"x 0.044" email:erb@fbcplanps.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 3 x 2:---------------------------------------3"x 2"x 0.050"
DRAWN BY: W.P.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
0.024"SHALL APPLY. NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 3:---------------------------------------2"x 3"x 0.050"
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 2 x 3:---------------------------------------2"x 3"x 0.070"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 2 x 4:---------------------------------------2"x 4"x 0.050" DATE: 9/03/20
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3•THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 5:---------------------------------------2"x 5"x 0.050"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE:
PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR. OPEN BACK SECTIONS
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND lx 2:----------------------------------------1"x 2"x 0.040"
20 ALUMINUM). MANUFACTURER 1 x 3:----------------------------------------1"x 3"x 0.045" RO 2
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A RO 3
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD SNAP SECTIONS
SEPARATION. ENGINEERING PRACTICES. RO 4
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: 2 x 3 Snap:---------------------------------2"x 3"x 0.050"
#20_0827_454
USING#12 SPACING MAY BE 24"ON CENTER. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 Snap:---------------------------------2"x 4" x 0.045"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME PROJECT ADDRESS:
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING WITHOUT A MANUFACTURER'S HOST BEAM. SELF MATING(SMB) ROBERT SHIPLEY
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" 6747 SUNNIDALE DR.
VISIBLE WHEN PANEL IS INSTALLED. ON THE MANUFACTURED HOME. 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" SUNNIDALE MHP
D.FASTENERS: 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" ZEPHYRHILLS, FL 33542
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
300 18-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17 IN ITS ENTIRETY. 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" SUN STATE ALUMINUM
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR.
FLAT WASHERS AND NUTS. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
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
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE.0. I 7
E -10 AND FBC 6TH
EDITIO �g� I ING
�0• v •
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No.38654 • _,,
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EXIST. SHED I �. •' �C��i �'' �`
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II PROFESSIONAL ENGINEER SEAL
I1
EXIST. SCRN. RM. p ENGINEER OF RECORD
ON CONCRETE ii o David W. Smith P.E.
NEW WOOD STEPS Ii p FLORIDA LICENSE NUMBER:53608
2X3&1X3 Thomas L. Hanson P.E.
4'-4"
FLORIDA LICENSE NUMBER:38654
Myron Max Neal,P.E.
cn NEW DOOR & SCREEN FLORIDA LICENSE NUMBER:86663
0
WALL WITH 2X3 ALUM.
EX. MOBILE o UPRIGHTS Joel Falardeau P.E.
HOME O NEW SCREEN p FLORIDA LICENSE NUMBER:70667
1= WALLS ON
a WOOD DECK Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
(n p
W
4'-0" I FBC Plans &Engineering
Services, Inc.
12'-0" 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866J-824-7894
EXIST. CARPORT Website:www.fbcplans.com
& CONCRETE SLAB C.O.A.-#29054
DRAWN BY: W.P.
DATE: 9/03/20
FLOOR PLAN REVISION: DATE:
SCALE 1/8. = I'-0• RD 1
EXISTING 3"X12"X.032" PAN __
ROOF, FL 22840 OR EQUIV. RO 2
EXISTING 3"X12"X.032" PAN
ROOF, FL 22840 OR EQUIV. RO 3
2X3 END BEAM
R04
EX. 2X4 SMB EX. X4 SM
ND #20_0827_454
r� NEW SCREEN WALL ND X EXIS SCRN RM.
M x WITH 2X3 ALUM. pl 4'_O"N x ON ONCR E PROJECT ADDRESS:
x N oI M UPRIGHTS I` N ROBERT SHIPLEY
bo N N EXIST. 6747 SUNNIDALE DR.
2X3 KP SHED SUNNIDALE MHP
EXISTING MH KID 1X3 ZEPHYRHILLS, FL 33542
___________ 1_X;3 _ _
NEW WO ECK
N
CONTRACTOR:
_ N EXIST. CARPORT SLAB
--NEW WOOD DECK ON 1 12'-0" 10'-0'
12'-0" EXIST. CONCRETE `14 SUN STATE ALUMINUM
FRONT ELEVATION SIDE ELEVATION
SCALE: 1/8'- 1'-0'
SCALE 1/8' = 1'-0'
PLAN/ELEVS
FASTEN PANS TO EDGE BEAM 3"X12"RISER PAN
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
W/#12X-4'SMS,& NEOPRENE COMPLIANCE WITH ASCE 7-10&FBC 6TH
WASHERS,4 PER PAN EDITION RESIDE IA EXISTING
FASTEN BEAM TO REC.
rTING2
OOFSCHANNEL CREW PER `��P
TEKS,1 +a°ee'S i
• INCH OF BEAM HEIGHT O ; r `5s s°a+
\
114 SMB 2XH SMB • a �� e
p FASTEN REC.CHANNEL a °
FASTENED TO THE BEAM 2"x2^X.125"X BEAM 2X3 EDGE BEAM TO POST W/#12X" a ( eS,1 SCREW PER INCH OF /(3) TEKS,1 SCREW PER • s DEPTH 4"ELE W •#lOX 3/4"EA LEG BOTH SIDES INCH OF BEAM HEIGHT
ALUM POST PER PLAN ease•aeaa•e•�a��,�^s
THE BEAM W/#10X1 "
SMS WITHIN 1X2 E6"OD TF THE UPRIGHT AND @
12"O.C.MAX. PROFESSI tIAL ENGINEER SEAL
2X3 PATIO UPRIGHT
ENGINEER OF RECORD
2X3 SCREEN POST OPTIONAL BEAM TO POST David W. Smith P.E.
CONNECTION W/REC.CHANNEL
ALUMINUM RISER PAN ROOF,POST,AND EDGE END BEAM FLORIDA LICENSE NUMBER:53608
2X3 POST TO PATIO COVER BEAM CONNECTION CONNECTION DETAIL Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
[SEE NOTES)612X3/4"SMS
FASTENING SECONDARY
1TOCOLUMNIP.EASIDEJcOLUMN
TY Myron Max Neal,P.E.
SECONDARY ANGLE(MIN OPTION#2 FLORIDA LICENSE NUMBER:86663
0.125"THICK)
(B)-3/8"0 X EDMENT LAG SCREW (NOT REQUIRED WHEN OR
ALUMINUM INTERNALB=O IN THECH EXTERNAL RECEIVING Joel Falardeau P.E.
INTRY ANGLE(TYP EACH CHANNEL W/(4)#12 X 3/4" EDGE BEAM PER PLANSIDE)(SELOW FOR QUANTITY) TABLE BELOW) OPTION#1 INTO INTO BEAM OR FLORIDA LICENSE NUMBER:70667
O PRIMARY 2"X 2"X 0.125"ANGLE (4)#12 X1-1/2"SMS UPRIGHT.(2)#12X 3/4"EA.
O INTO SCREW BOSSES LEG INTO GIRT OR PURLIN-
DECKING O (3)#12X3/4"SMS Erik Stuart P.E.
FASTENING COLUMN z FLORIDA LICENSE NUMBER:77605
TO PRIMARY ANGLE(TYP - -_ __-- y
EACH SIDE) -Z
-UT L.
-
2"SPACING a
1"X 2"BASE MEMBER p,, m
(MIN)(TYP] Is. DOOR n.
(TYP EACH SIDE) OPTION#3
O
TABLE 3/8"0 X 2"MIN.EMBEDMENT 1"X1"X0.062" O
LAG SCREW INTO ANGLE CLIPS w/(2) a a FBC Plans&Engineering
Column PRIMARY ANGLE AND @ 24" #12X3/4"SMS EA LEG
Services, Inc.
B FLOORJOIST O.C.BETWEEN COLUMNS(TYP 6272 Abbott Station Drive Unit 101
Size PERIMETER STRINGERS EACH SIDE) OPTIONAL 22 GA.KICKPLATE Zephyrhills,fl.33542
3X3 0 (.024"MIN.ALUMINUM COIL)
2X3 0 NOTES: ATTACHED TO ALUM.MEMBER """ Phone:(813)788-5314
2x4 1 1.NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE W/(1)#1OXX"@ 12"O.C. Fax:1-(866)-824-7894
2x5 1 LAG SCREW INTO THE 1X2. 6" 1X ALUM.OPEN BACK email:erb@Jbcpplan5.Com
3.LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL Website:www.Thcplans.com
2x6 2 LOAD OF 450 LB.AND AN ALLOWABLE LATERAL LOAD OF 240 LB.FOR SEE POST TO SLAB CONN.DETAIL C.O.A.-#29054
2x7 2 WOOD WITH SPECIFIC GRAVITY,G=0.55. DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS
2x8,2x9,2x1 3 4.ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO PERIMETER DRAWN BY: W.P.
STRINGERS OR FLOOR JOISTS FOR THE ENTIRE LENGTH OF THE SCREW. 1/4"0 CONCRETE SCREW ANCHORS NOTES:
@24"O.C.BETWEEN COLUMNS 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
POST OR SMB TO WOOD DECK DETAILS W/2-3/4"EMBEDMENT,Z"MIN.EDGE DISTANCE DATE: 9/03/20
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM.
GIRT KICKPLATE CONNECTIONS 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A REVISION: DATE:
UPRIGHT 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM
(SEE NOTES)#12 X 3/4"SMS SECONDARY ANGLE MIN *KICKPLATE IS OPTIONAL END OF THE UPRIGHT. RO 1
FASTENING SECONDARY 0.125"THICK(NOT
ANGLE TO COLUMN(TY4QUIRED
FOR 2X3 RO 2
EACH SIDE) MBER)
1/4"D IMARY 2"X 2" __ RO 3
Concrete Screw -1/4 0.125"ANGLEColumn Anch 1B)NCH 0 INTO SEC SCREW #12X3/4"SMSFASTENING / RO 4Size II D
ANCHOR INTO SECONDARY FASTEN1j"SMS WTOALUM.UPRIGHTg Min.Spa ANGLE(TYP EACH SIDE)(SEE ' LPUMN TO PPEIMARYANGLE 1/40 X 2-1/2"EMBEDMENT LAG SCREW ?012x1}"SMS WITHIN 3"FROM ENDS&@ #20_0827_454
221_4 1 3" TABLE) ) 6"FROM TOP&BOTTOM&@24"O.C.2"BASE MEMBER PROJ ECT ADDRESS:
PEACHS[DE) 1X3OPENBACKANCHOR SPA ROBERT SHIPLEY
(MIN)( )(SEE TABLE) )-3/8"0 CONCRETE SCREW 1"X2"OPEN BACK OR, 6747 SUNNIDALE DR.
ALUM.PATIO EXTRUSION SUNNIDALE MHP
NGLEAND@1/4"000NCRETE ZEPHYRHILLS, FL 33542
SCREWANCHOR@ 3"( 24"O.C.BETW EN COLUMNS / ALUM.POST PER PLAN CONTRACTOR:
NOTES: (TYP EACH SIDE)
1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR
INTO THE 1X2. 1"X3"OPEN BACK SUN STATE ALUMINUM
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT /
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED _
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. OPTIONAL INTERNAL CONNECTION:
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. ALUM. TO HOST STRUCTURE DETAIL THRU SCREW BOSS OF IN ALUM.DETAILS
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. / SCALE:NTS SCREEN WALLS
1"X2"OPEN BACK
2X POST OR SMB CONCRETE BASE CONNECTION OPEN BACK TO ALUMINUM POST DETAIL
PRODUCT APPROVAL CODE CHART
JOIST SPAN (W) GIRDER SPAN (S) STRUCTURAL COMPONENTS IHEREBYCERTIFYTHATIHAVEREVIEWED
FASTEN FLOOR JOISTS T THIS PLAN AND FOUND 11 10 BE IN
PERIMETER W/SIMPSON ( \ , SIMPSON CBSO OR PBS44A POST BASES - FL1O86O COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
LUS HANGERS OR EQUIV PT 2x6 9' MAX (2) PT 2X6 8 MAX SIMPSON AC, LPC OR LCE POST CAPS - FL1O86O EDITION REST E I EXISTING
FASTEN FLOOR JOISTS TO DBL. ' 10' SIMPSON H5 CUP - FL1O456
DBL 2X GIRDERS W/SIMPSON H5 PT 2x8 12� MAX (2) PT 2X8 MAX
PERIMETER JOISTS DBL P.T. 2X6 GIRDERSIMPSON WS JOIST HANGERS - FL11468
PT 2x 10 14 MAX (2) PT 2X 10 12' MAX ' 1 A'a �� /
p.eee-eseseaoe
PT 2x 12 15' MAX (2) PT 2X 12 14' MAX � �;• �N
-- — — FREESTANDING DECK — DO NOT Z ' '
® ® ATTACH JOISTS TO EXISTING HOME ALL CONNECTORS AND FASTENERS IN CONTACT E+ �
AUGER ANCHOR LOCATIONs W/TREATED WOOD SHALL BE ZINC COATEDV
(8'-O" O.C. MAX.) GALVANIZED STEEL OR SIMPSON 'ZMAX' Q, ,Q
FASTEN WOOD DECK BOARDS PRft4[ t2ER SEAL
2X6 JOISTS 0— W/8d GALV. NAILS, 2 PER
16 O.C. ® 16" ® BOARD O EVERY JOIST ENGINEER OF RECORD
CONCRETE BLOCK =-_ =-_ === == SEE =E_ =I-_________ COMPOSITE DECK PLANKING
PIERS FASTENED W/#1OX2" SCREWS 2 David W. Smith P.E.
PER BOARD ® EVERY JOIST
FLORIDA LICENSE NUMBER:53608
PER PLAN _ _ P.T. 2X FLOOR JOISTS @ 16" O.C.
FASTENED TO DBL. P.T. 2X GIRDERS Thomas L. Hanson P.E.
CENTER GIRDER IF NECESSARY
TYPICAL FLOOR JOIST/GIRDER LAYOUT W/SIMPSON H5 OR EQUIV. @ EACH JOIST PER JOIST SPAN FLORIDA LICENSE NUMBER:38654
PER MFR'S SPECS
DECK MAY BE CONSTRUCTED WITH Y
DECKING OF CHOICE Myron Max Neal, P.E.
GIRDERS RUNNING PARALLEL OR DBL. P.T. PERIMETER JOIST FLORIDA LICENSE NUMBER:86663
PERPENDICULAR TO EXISTING HOME FASTEN TO FLOOR JOISTS 2X JOISTS
W/SIMPSON LUS OR EQUIV. Joel Falardeau P.E.
PER MFGR'S SPECS 12" 12" FLORIDA LICENSE NUMBER:70667
(4) P.T. 4x4 POSTS, MAX. I I I I 8"XS"X16" I ALUM. TERMITE
FASTEN TO PERIMETER JOISTS I I I I CONCRETE BLOCKS I I SHIELD @ EACH PIER Erik Stuart P.E.
W/(2) 3/8"0 THROUGH BOLTS, NUTS FLORIDA LICENSE NUMBER:77605
& WASHERS, CORR. RESISTANT EX. CONCRETE SLAB
AUGER ANCHORS @ 8'-0" O.C. MAX. WEDGE ANCHOR W/
2X6 JOISTS @ 16" O.C. N SECURE WITH ASTM #123-89A 4" EMBEDMENT INTO SLAB
STRAP OR EQUIV. OVER GIRDER
FASTEN WOOD DECK BOARDS W/8d FBC Plans &Engineering
GALV. NAILS, 2 PER BOARD @
EVERY JOIST. FOR COMPOSITE DECK TYPICAL DECK SECTION W/ CONCRETE BLOCK PIERS Services, Inc.
PLANKING USE #10x2" SCREWS, 2 6272 Abbott Station Drive Unit 101
PER BOARD @ EVERY JOIST. Zephyrhills,fl.33542
Phone:(813)788-5314
PT (3) 2x12 STAIR STRINGERS Fax:1-(866)-824-7894
Website:www.fbcplans.com
PLAN VIEW-LANDING/STEPS email:erb@fbcplans.com
PICKETS SHALL NOT ALLOW A
4"0 SPHERE TO PASS. DRAWN BY: W.P.
PICKETS SHALL NOT ALLOW A
4"0 SPHERE TO PASS. 2X2 ALUM. HANDRAIL DATE: 9/03/20
PER FBC SIXTH EDITION SECTION POST
311.7.8, 4 OR MORE RISERS REQUIRE REVISION: DATE:
A HANDRAIL 5'-0" M
RISER HEIGHT = 7 3/4" MAX. RO 2
HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT I I RO 2
EXCEED " RO 3
TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) RO 4
A NOSING NOT LESS THAN J" & NOT MORE THAN 1Y4"
SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. M
Z a EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE #2O_O827_454
TREAD DEPTH IS A MINIMUM OF 11" PRO[ECT ADDRESS:
ROBERT SHIPLEY
2X TREADS FASTENED TO 6747 SUNNIDALE DR.
STRINGERS W/(4) 16d NAILS @ PT 2"X PERIMETER JOIST SUNNIDALE MHP
EA. CONNECTION POINT ZEPHYRHILLS, FL 33542
PRE-MANUF. WELDED
ii
BASE, ATTACH PER MANUF. TOP/BOTTOM RAILS TO POSTS W/ CONTRACTOR:
-- 4" 2500 PSI CONCRETE PAD SPECS. OR (4) >"0X2 " 1 1/2 xl 1/2" x3/16" ANGLE
LA
/(.3) P.T. 2X12 STAIR STRINGERS
G SCREWS FOR WOOD W/ (2) EA FLANGE #10x3/4" TEKS SUN STATE ALUMINUM
DECKS
FASTEN 2X12 STRINGERS WITH SIMPSON LUS
HANGER, PER MFGRS. SPECS TO 2X_ PT FBC SIXTH EDITION
LEDGER EQUAL TO STRINGER DEPTH MIN., SECTION 311.7.5 STAIR ALUMINUM POST& RAILING TO DECK CONNECTION
BOLTED TO POST W/(2) %" THRU BOLTS,
NUTS & WASHERS TREADS AND RISERS: WOOD DECK