HomeMy WebLinkAbout18-20020 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20020
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20020 Address: 6623 PADEN WHEEL ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVERADO
Est. Value: Parcel Number: 05-26-21-0070-00400-0140
Improv. Cost: 1,300.00 OWNER INFORMATION
Date Issued: 7/27/2018 Name: ATCHANA HAROLD &TARRAHMATTIE
Total Fees: 75.00 Address: 6623 PADEN WHEEL ST
Amount Paid: 75.00 ZEPHYRHILLS FL 33542
Date Paid: 7/27/2018 Phone: 732-485-7300
Work Desc: SLAB 8 X19 & SCRN IN LANIA
CONTRACTORS APPLICATION FEES
PATRIOT SCREENS INC ILDING FEE 75.00
Ins ections Required
FOOTER 2ND ROUGH PLUMB MSC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNAT RE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
818-780-0020 City of Zephyrhills Permit Application Fax-813.780-0021
ti
Building Department
Date Received Phone Contact for Permttting — G &S
Owners Name ' Ir �,�ICrTK/`� Owner Phone Number
(/V Owners Address tP3 (UV4 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS ,1 •C/I7 / C•33S7 I /LjOT#
SUBDIVISION I!(nAkdU PARCELID# d-f -J J- �i�V0—QQ �"/) D/
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR 8 ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION Q ,•!rBLOCK ::]�// FRAME Q�.��,S�T�EEL Q /� y !-
DESCRIPTION OF WORK iA(� �� wNIIS 0,l a,TR(1i W'J' W fi PO IYL 0 X I9 SYI�j U
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING $/ �_ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS�ENNERRGY = W.R.E.C.
=PLUMBING $ K vv �
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS = ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO _ tar'—
2
BUILDER COMPANY
SIGNATURE //�� REGISTERED Y/ N FEE CURREn Y/N J
Address 9 C W_,, got, License# 1311 r17 r
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREn Lff
/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREK Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREn
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREn I Y/N
Address License#
IIIIIIIIIIIt11111t11111111t1111111tI111111t1111111111111111t1111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Farms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivislonsliarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.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 all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
Direcflons:
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
90-071 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
certif�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:
- I 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
i
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 CONTRACTOR
subscribed and swom to or affirmed before me this bs ed swom or af�need f�r¢ this
Who is/are personally known to me or has/have produced Who�'jar�e pP'�orally known'to orWa"s/have produced
as identification. L as identification.
Notary Public Notary Public
Commission No. 6-m
fission N .
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
p
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: t!� r �✓ f '
Date Received: 7- 2-34-0
Site: (. 60L3
Permit Type: �' �� ��'! Zoeq <' (3a--ceq lalu l� f
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: O
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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PA�SICOi COUN S t, FLORIDA. K ui$t O�c�U�d i16.Fug �204:�=
TITLE SEARCH. ALSO SG JECT SC D=_^�.
EASEMENTS AND RESTRICT"ca + REC D
M UNDERGROUND FOOTER, STEM WALL. AND
UNDERGROUND UTILITIES ARE NOT 1-01--:ATED 3;R
SHOWN.
J DO NOT SCALE THIS PRINT. DIMENSIONS AND +
PREPARED FOR&CERTIFIED TO: < NOTES TAKE PREFERENCE.
NORTH AMERICAN TITLE CO.
FIRST AMERiCAN TITLE INSURANCE CO- DESCRIPTION NOT..CONTAINING PLAT BOOK AND
PAGE INDICATES THAT PLAT IS IN PRELIMINARY
HAROLD ATCHANA AND TARRAHMAT ATCHANA STAGE AND IS SUBJECT.TO CHANGE AND/OR
REVISION. !J
CERTAIN DATA SHOWN HEREON BASED ON
ENGINEERING PLANS PROVIDED BY CLIENT.
STRUCTURE TIES SHOWN HEREON DENOTES
MEASUREMENT FROM FORM BOARDS/FOUNDATION
TO PROPERTY LINE.
PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS. di
= 10' UTILITY EASEMENT
PC(P)
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BLOCK 4 chi
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DRAINAGE AREA y k� p ' LANAI MASONRY o s �.vo; eQi' m ,
RESIDENCE N m
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LOT 14
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d y7013 FIR 5/8, ..
NO ID
LOT 13
BLOCK 4
ai CURVE DATA
ui CURVE RADIUS ARC CHORD BEARING DELTA TREE LEGEND: LEGEND: ,I
CO337.00' 189.B8 187,38' N 25.38'I1" E 3['S6'S8" (yP)
3 C159 337.00' 61.79' 61.70' S 04-1A'32" W 10'30'17" (P&Mj E-OD.O = EXISTING GRADE
z' OAK •• LOWEST FLOOR ELEVATIONS:
DESCRIPTION: 3" QUEEN PALM LIVING AREA: 109.40'
LOT 14, BLOCK 4, MAP OR PLAT ENTITLED "SILVERADO GARAGE AREA: 108.72
RANCH SUBDIVISION PHASES 2, 3 & 4", AS RECORDED IN I" CHINABERRY ELEVATIONS REFERENCED TO
a PLAT BOOK 73, PAGES 59 THROUGH 65, OF THE PUBLIC NORTH AMERIGAN VERTICAL
DATUM OF 1988. MEAN SEA
RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
a
i APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0455 D EFFECTIVE DATE: 09/30/1992
Project Number: ------
Squore Feet: 8183.25 t LENNAR HOMES
o LEGEND:
(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
CONCRFTE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF=. CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT,
o,Dc PIP= Fni IND IRON ROD. FN&D= FOUND-t7AIL'-&;LQ;rS44,.FPP= FOUND PINCHED
=ids f�,-..`%�`i"`��`i�„.?y ,!.-"•: F
Titan Management LLC.Corporate Office
1631 E,Vine Street/Suite 3.00 Kissimmee,FL 34744
NOTICE OF APPROVALQj ,p( ®
July 20,2018
Harold Atchana and Tarrahmatie Atchana
6623 Paden Wheel St.
Zephyrhills FL 33541
RE:6623 Paden Wheel St.
Dear Harold Atchana and Tarrahmatie Atchana
Congratulations!The request for an architectural change,as described below,has been approved.
Screen Enclosure
#8497 The architectural request to screen enclose the lanai and add an additional concrete slab as
an extra patio is APPROVED as proposed.
lease ensure the$25.80 fee is remitted within 7 da s of the date of this notice.Feel free to utilize th
aline services offered to you through your communities'portal far payment
The HOA reserves the right to make a final inspection upon completion of the approved changes to ensure
compliance.Please be advised that any modifications of the original request will require an additional form
to be submitted.
Please remember to adhere to all local building codes and setback requirements. If a building permit is
necessary,it is the responsibility of the applicant to obtain.
The HOA approval is based solely on the aesthetics of the proposed change. This approval should not be
construed as a certification of the structural integrity of any construction. Be aware that it is the
responsibility of the applicant to contact the appropriate utility companies prior to digging.
Sincerely,
John Atwell
Community Manager
On behalf of Silverado Ranch North Homeowners Association, Inc.
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EDITION RESIDENTIAL&EXISTING
,►%,115 tTOjV
o : ,5 608
✓
jf� I SIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
ul� Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn, Jr.
P.E.
FLORIDA LICENSE NUMBER:73968
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER 77605
FBC Plans&Engineering
r ` Services,Inc.
•p � 6272 Abbott Station Drive Unit 101
/(OZ� (� Ie K I S �;(�_ ' Zephyrhills,f1.33542
V P3)7885314
Fax:1-(866)-824-7894
.. ) S W f „_j,,, Email:erb@fb.fbcpl ns.c
Il tt"" JJJ '"""/ Website:www.fbcplans.com
�� I C O.A.-#29054
x I¢r i6 DATE: 7/17/18
rj�L �i'4 .- SC R-w 1
i/ W
7/7r� / REVISION:
�� 6 /ZJ�'✓�'!T �i RO 1
RO 2
fa&p3 Pqd&iikla1lal5f RO 3
RO 4
335 PROJECT ADDRESS:
ATCHANA
6623 PADEN WHEEL ST.
ZEPHYRHILLS FL 33541
CONTRACTOR:
PATRIOT SCREENS INC.
SCREEN WALLS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
General Notes HOT DIPPED GALVANIZED. 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY EDITION RESIDENTIAL&EXISTING
A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
1. ALLP MINIMUM.N GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.
PROVIDED WITH PILOT HOLES HAVING FRAMING
IAMETER NOT ENSURE BONDING AGENT IS USED
IET TE R IF USING GROUT, ,`,���I.T �N!!
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR �, \� ••e•
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED �� 'O •••••• .
EN
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO OTHERWISE. J ;
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER •
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN No.
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S - *
Ij 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE + i
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO i .p•• A'� 0
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE j i
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. �� O •••• G
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR I f •� w•
8. FOLLOWING:THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 8,UNLESS MANUFACTURER ATED LUMBER ARE
BOLT STAINLESS SL TYPE 300
SPECIFIES SCREEN WALLS AND CONCRETE �t! �
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR ,
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. PROFESSIONAL ENGINEER SEAL
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA:
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
WATER REDUCING AGENT-ASTM C 494. G-185. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
CLEAN POTABLE WATER 11.FOR SMS,THE MINIMUM CENTER-TO-CENT BIf SPACING SHALL 2. RISK CATEGORY : 1 David W. Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 3. WIND EXPOSURE : B
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE. FLORIDA LICENSE NUMBER:53608
4. WIND LOADS:
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN
Thomas L. Hanson P.E.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: SCREEN WALLS: 23 PSF
FLORIDA LICENSE NUMBER:38654
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 SOLID ROOF(MWFRS): N/A
RECOMMENDATIONS. ASTM E 1300
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, Mark Ronald Dunn, jr.
ASCE 7-16
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 P.E.
SPALLING OR OTHER DETERIORATION. ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 FLORIDA LICENSE NUMBER:73968
ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
B.MASONRY' ASTM C33 7. LIVE LOAD: Joel Falardeau P.E.
ASTM C260 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD FLORIDA LICENSE NUMBER:70667
ASTM C494 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615
TYPE M OR S MORTAR Erik Stuart P.E.
ASTM A185 8. EXISTING HOUSE ROOF
2.ALL MORTAR SHALL BE OF TYPE M OR S.
FLORIDA BUILDING CODE FLORIDA LICENSE NUMBER:77605
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL 9. AND FOOTER SHALL BE ADEQUATE TO RESIST
PROPOSED 4"CONCRETE SLAB,2500 PSI T E UPLOADS E W/ 'FOR THE ROPOSED STRUCTUOR 3000 PSI RE FBCFBC Plans&Engineering
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: Services,Inc.
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 6272 Abbott Station Drive Unit 101
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
Zephyrhills,fl.33542
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Phone:(813)788-5314
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL Fax:1-(866)-824-7894
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 2.SIM--SIMILAR ALUMINUM STRUCTURAL MEMBERS Email:erb@fbcplans.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED
Website:www.fbcplans.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4•CONT--CONTINUOUS HOLLOW SECTIONS C.O.A.-#29054
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: 2 x 2:---------------------------------------2"x 2"x 0.046" ` G DATE: 7/17/18
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 3 x 2:---------------------------------------3"x 2"x 0.050" P\,�
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.050" QK _ DRAWN BY: SB
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE
CODES,LOCAL ORDINANCES,ETC. 2 x 3:---------------------------------------2"x 3"x 0.070"
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, y '
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, 2 x 4:---------------------------------------2"x 4"x 0.050" G�P`aG REVISION: DATE:
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,NOTIFYING ENGINEER OF ANY IORAACTUAL FIEL BETWEEN 2 x 5: 2"x 5"x 0.050" RO 1
EDITION Q► G CONDITIONS. \l�'
4. WHERE ALUMINUM COMES INTO CONTACT WIH STEEL,OR �Oy_ \0 . Or,
3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE OPEN BACK SECTIONS 0yr SO-' RO 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
1 X 2:----------------------------------------1"x 2"x 0.040"
SEPARATION. CONTRACTOR �\ONQ3►G,�( RO 3
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 1x3:----------------------------------------1"x3
x 0.045"
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND �\O RO 4
USING#12 SPACING MAY BE 24"ON CENTER �Q\
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURER SNAP SECTIONS '
5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS:
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 2 x 3 Snap: 2"x 3"X 0.050" �,{OP N
SPEEDS EXCEED 75 MPH .DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. \r
VISIBLE WHEN PANEL IS INSTALLED. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" RE"J�OF Zip DER ATCHANA
D.FASTENERS: H.MISCELLANEOUS:
I- ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A SELF MATING (SMB) 6623 PADEN WHEEL ST.
300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 4 SMB:---------------------- 2"x 4"X 0.044"x 0.100"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR ZEPHYRHILLS FL 33541
WITH ACQ PRESSURE TREATED WOOD. TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
ON THE MANUFACTURED HOME.
FLAT WASHERS AND NUTS. 2 X 7 SMB: 2"x 7"x 0.057"X 0.120" CONTRACTOR:
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING PATRIOT SCREENS INC.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
R 4501.17 IN ITS ENTIRETY. 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC 8310.1 NOTES
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
5
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
WOOD/CONCRETE
2"SPACING MEMBER _ COMPLIANCE RE WITH ASCE 7-0 AND FBC 6TH
EDITION RESIDENTIAL&EXISTING
(MIN)(TYP) 1/4"0 X 3"LAG SCREW �/ 1/4"0 x 2"-1/2 MASONRY ANCHOR
(MASONRY SCREW IF 1 IF WOOD SUBSTITUTE IDENTICAL
CONCRETE)INTO PRIMARY
ANGLE AND @ 24"O.C. Y • WOOD SCREW OR LAG 6"FROM
(B)-1/4"0 X 2"LAG BETWEEN COLUMNS(TYP I TOP&BOTTOM&@ 24"O.C.
SCREW(MASONRY EACH SIDE) /
SCREW IF CONCRETE) i"X2"OPEN BACK
INTO SECONDARY ANGLE o O 1"X 2"BASE ql� 1d f
(TYP EACH SIDE)(SEE p EMBER(7YP I /
TABLE BELOW FOR 0 EACH SIDE) 1,7/ • • • • S '�
QUANTITY) (NOT REQUIRED FOR 2X3) PRIMARY •2"X 2" / •
`� J •• • •
SECONDARYANG X0.125"ANGLE �•
(MIN 0.125"THICK) (2)#10 X 3/4"SMS I
(4)#10 X 3/4"SMS FASTENING COLUMN
FASTENING SECONDARY TO PRIMARY ANGLE �. •
ANGLE TO COLUMN(TYP (TYP EACH SIDE) [2 •
NOTES: EACH SIDE) 1"X2"OPEN BACK TE OF
olumn /
1.NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE _ �00 iC� ••• R SOP•••��`�
1X2. (2)#10 x 1-1/2"SMS MIN j •#•••� • IiAL ENGINEER SEAL
2.LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB.AND THRU SCREW BOSS OF jA ti
AN ALLOWABLE LATERAL LOAD OF 185 LB.FOR WOOD WITH SPECIFIC GRAVITY,G=0.55. 1"X2"OPEN BACK � ��I 1jç - R OF RECORD
3.ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO WOOD MEMBERS FORTHE ENTIRE
LENGTH OF THE SCREW. OPEN BACK TO HOST STRUCTURE DETAIL David W. Smith P.E.
SCALE:NTS FLORIDA LICENSE NUMBER:53608
COLUMN OR POST WOOD BASE OR LEDGER CONNECTION
SCALE:N.T.S.
L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
UPRIGHT Mark Ronald Dunn, Jr.
1/4"0
Concrete Screw kRI"
CONDARY ANGLE MIN P.E.
Column Anchor (SEE NOTES)#10 X 3/4"SMS125"THICK(NOT
Size FASTENING SECONDARYQUIRED FOR 2X3 FLORIDA LICENSE NUMBER:73968
B Min.Spa ANGLE TO COLUMNEMBER)
(TY HINGE LOCATION-
II Joel Falardeau P.E.
2_ EACH SIDE) PRIMARY 2"X2" FLORIDA LICENSE NUMBER:70667
2x4
X 0.125"ANGLE
(B)-3/8"0 CONCRETE SCREW )#10 X 3/4"SMS FASTENING 2"x 3"EXTRUSION 2"x 3"EXTRUSION
ANCHOR INTO SECONDARYOLUMN TO PRIMARY ANGLE t
ANGLE(TYP EACH SIDE)(SEElyp EACH SIDE) Erik S IUaI�P.E.
TABLE) HINGE LOCATION DOOR FLORIDA LICENSE NUMBER:77605
3/8"0 X 2"BASE MEMBERConcrete Screw EACH S[DE)
Column Anchor ANCHORSPA !LSize (MIN)(TYP)(SEETABLE) (1)-3/8"0 CONCRETE SCREW
Spa ANCHOR INTO PRIMARY 'i FBC Plans&Engineering
ANGLE AND @ 1/4"0 CONCRETE Services,Inc.
2x6 3"(MIN) SCREW ANCHOR @
2x7 1 I 5 24"O.C.BETWEEN COLUMNS 6272 Abbott Station Drive Unit 101
2x8 NOTES: (TYP EACH SIDE) UPRIGHT OR BEAM Zephyrhills,fl.33542
2x9 2 I 4 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR HINGE LOCATION— KICKPLATE • -SNAP ORSELF Phone:(813)788-5314
2x10 MATING OR
INTO THE 1X2. ATTacxeoTOALUMIxuM Fax:1-(866)-824-7894
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT MEMBER W/(1)A10 HOLLOW Email:erb@tbcplans.com
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED 3/4" 24"O.C. Website:www.fbcplans.com
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTES: • C.O.A.-#29054
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. KICK PLATE ATTACHED TO ALUMINUM MEMBER DRAWN BY:SB DATE: 7/17/18
5.FOR A 2X4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A SCALE NIB
2X2"X2"X.125 ANGLE CUPS ON EACH SIDE.USE(2)#12X3/4"SMS 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM
FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) END OF THE UPRIGHT. REVISION:
(4 TOTAL SCREWS ON EACH SIDE OF POST)
POST OR SMB CONCRETE BASE CONNECTION RO 1
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) TYPICAL SCREEN DOOR CONNECTION DETAIL
scALE:NTs RO 2
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION
SCALE N.Ts RO 3
EXISTING MASONRY RO 4
OPTION#1
WALL GROUTEDSOLID '
00 @ CONNECTION (4)#10 x 1%"SMS OPTION#2 PROJECT ADDRESS:
O O INTO SCREW BOSSES ATCHANA
1/4"0X2-1/2" ----- ----
�"�•:.a :. �: MASONRY SCREW 3"FROM I 6623 PADEN WHEEL ST.
8" ,M -; �• 2"x_END BEAM
ZEPHYRHILLS FL 33541
END&@24"O.C.
(SEE SHEET S-2 FOR SIZE) 2"X2"OR Z"X3" 0.0625"ALUMINUM INTERNAL
MEMBER OR EXTERNAL RECEIVING
8" 2"x 2"x 1/8"x BEAM DEPTH" I CHANNEL W/(4)#10 X 3/4"INTO
RECEIVING CHANNELJ INTO BEAM OR UPRIGHT.(2)
(1)#5 REBAR W/(1)1/4"x 3"CONCRETE
CONTINUOUS ANCHOR INTO WALL& 1"X2"OPEN BACK #12X 3/4"EA.LEG INTO GIRT OR CONTRACTOR:!
(4)#12 x 3/4"SMS EACH ( PURLIN-(0.062"ANGLE CLIPS w/
CONCRETE SLAB AND FOOTER SIDE INTO BEAM (2)#12x3/4"SMS EA LEG) PATRIOT SCREENS INC.
NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT UPRIGHT OR BEAM-SNAP
OF MASONRY ANCHOR SCREW& OR SELF MATING OR DETAILS
HOLLOW
END BEAM TO HOST STRUCTURE DETAIL PURLIN OR GIRT TO BEAM OR POST DETAIL
SCALE:NTS
SCALE:NTS
Ill