HomeMy WebLinkAbout23-58795335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
BAR-00587
Issue Date: 04I06/2023
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.
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Complete Plans, Specifications add fee ffiust Accompany Application. All work shall be performed
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C,O.
NO OCCUPANCY BEFORE C.O.
PE IT OFFICE
1 "'J" "M itl""Ri'm 'A'k 011 , ""tut
813-780-0020 City of Zephyrhills Permit Application Fax-818-780-0021
Building Department
Date Boost
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� Phoaae Contact for �e'Ytnlitln _ t
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ner's Name Owner Phone Number - "
Owner's Address � e � Owner Phony Number
Fee Simple Titleholder Name 1 1 Owner Phone Number
WORK PROPOSED
NEW CONSTR
ADDIALT
11
INSTALL
REPAIR
PROPOSED USE
SFR
COMM
TYPE OF CONSTRUCTION
BLOCK
FRAME
SIGN = DEMOLISH
OTHER
STEEL— rray
BUILDING St2E _ t� SD FOOTAGE HEIGHT
BUILDING t VALUATION OF TOTAL CONSTRUCTION
GAS ROOFING
FINISHED FLOOR ELEVATIONS
AMP SERVICE PROGRESS ENERGY = W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
a
SPECIALTY OTHER
FLOOD ZONE AREA =YES
,
Ali
BUILDER r COMPAN°!
SIGNATURE REGISTERED Y P N FEE CURREN Y f N �� t
Address € License ##
ELECTRICIAN
SIGNATURE E:== R OMP� ED Y t N rEE cURRE.
Address License # ==
COMPANY
\,,-I ATUREE=-= REGISTERED Y 1 N 1=EE CIJRREF! Y I N
� Address License # =
MECHANICAL COMPANY
SIGNATURE REGISTERED Y P �! FEE CURREN Y t Ni
Address License
ORCOMPANY
Y1cSIG�ATURE:=== T Ear�Y
Address License #k
S1tfsafSTa5lsit�00ssisiltl
RESIDENTIAL Attach (2) Plot Plans; (2)sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wf Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wP Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500)
** Agent (far 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)
Remote if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Nest over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-9021
Building Department
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 property 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 Foos 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 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Low —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.
CONT AC"tOWSIOWNER'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 most 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 tw
- Department of Environmental Protection -Cypress Sayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District -Wells, Cypress Sayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Cocks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
® US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
i understand that the following restrictions apply to the use of fill;
- Use of fill is not allowed in Flood Zone W", unless expressly permitted.
- If the fill material is to be used in Flood Zone "A" it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- if the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall,
a 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 (9 )
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 (9o) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
OWNER OR AOENT___JFd1w "
Subso bed and sworn t le n a re me this
f _bY
Who Is/are qtrrmnally known to me or has/have produced
as identification.
Notary Public
Pomm1w,mr, No,_
Name o otary typed, print or starnpe
before me this
Who Is/are personafl known to me or hardhave produced
as identification.
say �
f Notary Public
t
ornmission No.
ama of otary t , printed or stamped
commissionNotary Publii: State of JFlorld
Douglas Howard Lee Jr
my
EXP6/21/2026
Pori -nit No. ,o,.,ne..N......e...�....,,_ Parcel 10 N6
NOTICE OF COMMENCEMENT
Staub of Y" _ rdy nt,
THE UNDERSIGNED hereby ques notice that Impravement will be made to certain real preparty, and in accordance with Chapter 713, Florida Statutm,
the following informration is provided in this Notice of Commencement
1, Description of Plajvodya Parcoli Identificationi
Street A� x
.u... eneral DJescii`p€",€c:n Cr[ A"nlTEfrV�7fatt�d°.t
3, Owner Information or Lessee infoludi on, Wine Lossea contracted for the improvement,
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Address
iBI _ State`
Interest in Property.*l. ....w,. ._...._...,,_m.
Name of Fee Simple Titleholder _ a
(If diffewt from Owner listed above]
Address City estate
Connector: Lsmul) , \N .< � ----- -- ---
ignore
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Address
City
State
Contractor's Telephone No,:
Surety; ........�.......
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Name
Address m
city
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Amount of Bond: � �.. _.
Telephone . ._...___.._,.�.�..,�.,..,.�.
Lender.
Nance
Address
City
State
Lenders Telephone No,.
Persons within the State of Florida designated by the owner upon athorn irailcrfs or other document$ may tee Served are provided by
Section 713.13(1Xa)(7), Florida Statutes:
Address tatty state
Telephone number of Designated Pemow
In addition to himself, the owner designates _ of
. to waive a copy of the Dundee Notice as provided in Section 113.13(1)(b), Florida Statutes.
Telephone Number of Person or Enfibr Designated by
d< E:xpluumn date of Notice of Commencement (the expiration date may not bobefore the completion of construction and final payment to the
contractor, but WO be one year from the date of recording unless a different date Is sp lfled),,
WARNING TO OWNER: ANY PAYMENTS BY THE OWNER AFTER THE EXPIRARON OF THE NORCE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMEM UNDER CHAPTER 713, PART I, SECTION 71313, FLORIDASTATUMS, AND ,CAN
RESULT IN YOUR PAYING l FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTER ON THE 306 SITE BEFORE FIRST INSPECTIONr IF YOU INTENDTO OBTAIN FINANCING, CONSULT
WrrH YOUR LENDER OR AN ATTORNEY BEFORE E COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing neat of commencement and that the facts �sd therein are true to the best
of my knowledge and belief.
STATE 0
COUNTY e `EE: J!
� lrjrldt 'lafor t, or er' or L , ut dIs
The foregoing Instrument was acknowledged before rrte this y of f :�
as (We of authority, e.g., officer, burden, attorney In fact) for
(name of party on behalf of awhonm Instrument was cuted).
Personally Known 0 QR Produced IdentillicafloriV Notahr Signature
Type of Identification Produc d F y Name (Print)
li-jo NAM= C_)VVII — rvmu �JMATVV'4 0
35968 MORSE WILLOW COURT iRj MPH
ZEPHYRHILLS, FL 3354:ExpC
APPLICABLE CODE:
7TH EDITION, 2020 EPIC, BUILDING CODE, CHAPTER 16,
SECTION 1609 & THE 7TH EDITION, 2020 FBC,
RESIDENTIAL CODE, SECTION R301
WIND DESIGN STRUCTURAL DESIGN CRITERIA:
ULTIMATE WIND SPEED (3 SECOND GUST) - 130 MPH
BUILDING EXPOSURE - C
BUILDING IMPORTANCE FACTOR= 1.0
MEAN HEIGHT 30, OR LESS
HEIGHT & EXPOSURE ADRJSTMENT COEFFICIENT =- L0
RISK CATEGORY = I
7 -6 -6 4114 -6 S'11'"
—37 -CD-
PAPER 1TWS DRAWING IS TK-� FROPERTY OF COASTAL
MANSARD RCOF ALL NUM ANY USE BY OTHERS IS
EXISTiNG CON( STRICTLY PROH&TED,
NOTE. IF ANY CONSIRUCTION IS STARTED BEFORE THE PERMITS
FOR THIS JOB ARE RECEIVED ENGINEERING GREAT IDEAS, INC.
SHALL NOT & WILL NOT BE HELD RESPONSIBLE FOR ANY FIELD
CHANGES THAT ARE REQUIRED BY THE INSPECTOR, COUNTY, CITY, IM FIEM HM SM OWAMY MM OR ANY OTHER STATE OFFICIAL THAT HAS JURISDICTION TO NO SE40 BY WWM H. WMM
DICTATE SUCH FIELD CHANGES TO ANY PROJECT. ON Tw WE A&MM TO TK ML
pram com OF 7IRS 00cumm
NOT CONSOGIED SIGHM AM SEALM
Tw 31IMUM Mw BE VERFIM ON
aEcyr4w COMM I
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN
DESIGNED FOR AN ULTIMATE WIND SPEED OF 130 MPH
{RISK CATEGORY 1) IN ACCORDANCE WITH THE
STRUCTURAL REQUIREMENTS OF THE 7TH EDITION, 2020
FBC, BUILDING CODE, CHAPTER 16, SECTION 1609 & THE
7-111 EDITION, 2020 FBC, RESIDENTIAL CODE SECTION R301
Digitally signed by William H Roberts
DN.
William Hr.. 0.9-2342.19200300.100.l.I=AO]410C
000001834810818A0006F485,
rn--Wifflam H Roberts, o=M-
Engineering Great Ideas Inc, c=U5
Roberts Date., 2023.02,0210:57,,55 -05'00'
WILLIAM H. ROBERTS, P.E. # 42712
I
0
ALI' "0"
U I il'� D
CTF-41-
0VU114LIAMY OtIAA-MUILI ZJUKVhY
DESCRIP11ON: (AS FURNISHED)
LOT 17, BLOCK 16, SILVERADO RANCH SUBDION PHASES,10B AND 11C
AS RECORDED IN PLAT BOOK 82, PAGE(S) 72 - 75, OF THE PUBUC RECORDS OF PAS CO COUNTY, FLORIDA.
ADDRESS.
MOW -OF -WAY
35968 MORSE Y&LOW COURT
ZrPHYRHILLS, FLORIDA 3,3541
FOR THE BENEFIT AND
EXVLUSIVE USE OF:
Dili 'nTLE OF` FLORIDA, INC.
DHI TITLE INSURANCE COMPANY
ANITA I FORD
FREDERICK MICHAEL FORD
11-H-HORRIN'NOR,
fdp&as�
ll 30,
0
15 30
m
NOTES:
1. ALL I)IRECTIQ-NS AND DISTANCES HAVE BEEN FIELD VERIFlED,
INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY. IF ANY.
2- PROPERTY CORNERS SROWN W.REON WERE SET/FOUND ON
06-09-22, UNLESS OTHERWISE SHOWN.
3, THE SURVEYOR HAS NOT AWRACTED THE LAND SHOWN
HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF
RECORD WHICH MAY AFFECT THE TITILE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED.
5. BUILDING TES SHOW4 HEREON APE NOT TO BE USED TO
RECONSTRUCT 714E BOUNDARY LINES.
6flEVATIONS ARE BASED ON PASCO COUNTY BENOiMARK # P
678 , ELEVA-170N 99.8Z NAVO 1988 DATUM.
7.1REES SHOWN HEREON WERE IDEN71FIED AND POSITIONED BY
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SCREEN ROOM GENERAL NOTES
A. CONCRETE AND FOUNDATION DESIGN:
1, ALL CONCRETE GRADE BE AND FOOTINGS SHALL BE
2,500 PSI MINIMUM.
2. FIBERMESH (3/4"' PER CUBIC YARD MIN,) MEETING
APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED
BY THE GEN. CONTRACTOR IN LIEU OF WELDED WIRE MESH
1 ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH
4, ALL REINFORCING SHALL CONFORM TO AS A615,BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, 43 BARS MAY BE GRADE 40.
5, ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS BE 30DO
PSI MIN. r MIN. THICKNESS.
6 SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 2000 PSF
7 THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING.
DEC (PORTLAND CEMENT TYPE 1, ASTM C 150),
AGGREGATES-96 STONE, ASTM £33 SIZE NO 67 LESS THAN
3/4'.
AIR ENTRAINING +[- 1% - ASTM C260.
WATER REDUCING AGENT - ASTM C494
CLEAN POTABLE WATER
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
8. METAL WELDEDWIRE SHALL CONFORMTO ASTM A185
9. PREPARE AND REPLACE CONCRETE ACCORDING TO
AMERICAN CONCRETE INSTITUE MANUAL STANDARD
PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER
CONDITIONS RECOMMENDATIONS.
M IF UTILIZING EXISTING CONCRETE SLAB FOR
FOUNDATION, CONCRETE SHALL BE AMIN, OF 4' IN
TIRCKNESS, VISIBLY FREE OF ANY EXCESSIVE STRUCTURAL
CRACKING, SPALLING, OR OTHER DETERIORATION.
B. MASONRY:
1. CONCRETE MASONRY LNITS (CWI SHALL BE STANDARD
HOLLOW UNITS & AID SHALL BE 1900 PSI MIN. BASED ON
TYPE M OR S MORTAR_
1 ALL MORTAR SHALL RETYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MIN & HAVE MAXPAUM
COARSE AGGREGATE SIZE OF 3/8'.
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS
CONTAINING REINFORCEMENT WHEN GROUT POUR
EXCEEDS Y-O'INHEIGRT.
C. ALUMINUM-
1, ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MIN, REQUIRENIENTS OF 6005-T5 FOR ALLOY WITH A MIN.
THICKNESS OF 0.040'FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED AMIN. THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART
I -A SPECIFICATIONS FOR ALUMINUM STRUCTURES -
ALLOWABLE STRESS DESIGN" OR'PART I-B -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING
LOAD AND RESISTANCE FACTOR DESIGN" OF THE
ALUMINUM DESIGN MANUAL 2020 PREPARED BY Tim
ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. THE Z=
FLORIDA BUILDING CODE 7TH EDITION (CHAPTER 16
STRUCTURAL DESIGN & CHAPTER 20 AL NUM).
4, WHERE ALUMINUM COMES INTO CONTACT WISTEEL, OR
PRESSURE TREATED LUAMER PROVIDE DIELECTRIC
SEPARATION
5- ALUMINUM MEMBERS SHALL BE STITCHED W/ NO LESS
THAN 910 SMS 6" FROM THE ENDS & 12' ON CENTER, IF USING
9 12 SPACING MAY BE 24' ON CENTER.
6. VINYL/ACRYLIN/GLASS PANELS SHALL BE REMOVABLE
THEY SHALL BE IDENTIFIED W/ A DECAL ESSENTIALLY
STATING'REMOVABLE PANEL SHALL BE OVER WHEN
WIND SPEEDS EXCEED 75MPIC. DECAL SHALL BE PLACED SO
IT IS VISIBLE WHEN PANEL IS INSTALLED,
(ACRYLIC/GLASS WINDBREAKERS INCLUDED)
ID. FASTS NERS
1, ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL
TYPE 300 19-8, W/ STANDARD FLAT WASHER UNLESS
GALVANIZED BOLTS ARE SPECIFIED BY MANUFACTURER
FOR USE W/ AGO PRESSURE TREATED WOOD.
2, HEX BOLTS HAVE TO BE ASTMA-325, PLATED W/
STANDARD FLAT WASHERS &NUFS.
3. ALL CONCRETE SCREWS SHALL BE, SINIPSON, HILTI,
RAWL, TAPCON, REDHEAD, DYNBOUC OR APPROVED EQUAL.
4, ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL
BE HOT.. GALVAMZED,
5, ALL LAG BOLTS SHALL HAVE AMINf. EMBEDNIENT OF SX
BOLT DIA INTO STRUCTURAL FRAMING (G42 MEN.),
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED W PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70% OF THE THREAD DIAMETER OF THE
BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING Wf A HAMMER.
7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURERS
REQUIREMENTS AND ALLOWABLE LOADS 'D.. L L ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER, FASTENERS SHALL BE A NUN OF SAE
GRADE 95 OR BETTER ZINC PLATED.
8- ALL FASTENERS CONNECTING ALUMINUM COMPONENT'S
OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL
TYPE 30018-8 UNLESS MANUFACTURER GALVANIZED BOLTS
SPECIFIES FOR USE Wl ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS,
9. ALL FASTENERS SHALL COMPLY W/ ASTM Al 53,
10 ALL CONNECTORS SHALL COMPLY W ASTM A653 CLASS
G-185.
11. FOR SMS, THE MIN. CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND NUN. CENTER -TO -EDGE SHALL BE byr UNLESS
NOTEDOTHERWISE.
B. REFERENCE STANDARDS:
ASTM E 119
ASTME 1300
ASCE 7-16
AA ASM35, & SPEC. FOR ALUMINUM PART I -A & I -B
ASTM C94
ASTMC150
ASTMC33
ASTM C260
ASTMC,494
ASTM A615
ASTMA195
FLORIDA BUILDING CODE 2020,7111 EDITION (CHAPTERS 16,
20, & 23) 2020 AL NUNS DESIGN MANUAL.
F. ABBREVIATIONS:
TIE FOLLOWING LIST OF ABBREVIATIONS IS NOT MENDED
TO REPRESENT ALL THOSE USED ON TFIESE DRAWINGS, BUT
TO SUPPLEWNT THE MORE COMMON ABBREVIATIONS.
1. TYP -TYPICAL
2. SIM -SIMILAR
3. LON - UNLESS OTHERWISE NOTED
4. CONT - CONTINOUS,
VIE - VERIFY IN FIELD
G. RESPONSIBILITY:
I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR W ACCORDANCE Wl APPLICABLE BUILDING
CODES, LOCAL ORDINANCES ETC,
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & DETAILS,
NOTIFYING ENGINEER OF RECORDS OF ANY DISCREPANCIES
BETWEEN DRAWINGS, FABRICATED ITEMS OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY Of THE
'SUNK M' ROOM ADDITION ELEMENTS AS PROVIDED BY
THE CONTRACTOR-
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED
BASED ON INFORMATION PROVIDED BY THE CONTRACTOR &
MANUFACTURER
5. ANY DETAILS NOT SHOWN ON THESE PLANS ARE TO BE
ENGINEERED BY A LICENSED P.E. IN ACCORDANCE W/
STANDARD ENGINEERING PRACTICES.
H. MISCELLANEOUS-
6 ALUMINUM ADDITIONS ARE NOT TO BE ATTACHED ONTO A
MANUFACTURED HOME, TRAILER HONE, OR PRE-FAB HOME. A
SEPARATE LOAD BEARING WALL SUPPORT SYSTEM MUST BE
ENGINEERED SO THAT' NO ADDITIONAL LOADING IS PLACED ON
THE MANUFACTURED HOME, TRAILER, OR PRE-FAB HOME.
Z IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURES SHALL COMPLY W/ RESIDENTIAL SW
BARRIER REQUIRE.W-NTS OF THE FLORIDA BUILDING CODE
R4501,17 IN ITS ENTIRETY.
3, EMERGENCY ESCAPE & RESCUE OPENING PER FBC R3 10.1
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL.
4- DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
5- IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING OUT,
ENSURE BONDING AGENT IS USED FIRST,
6. SCREENING MATERIAL SHALL BE I 8XI 4XO.013 OR EQUIVALENT
DENSITY SCREEN MESH ONLY UNLESS NOT-ED OTHERWISE ON
THESEPLANS,
7,1'X2'X-045 NON-STRUCTURAL MEIVIBERS SHALL BE ATTACHED
TO HOST W/ 1/4" DIAMETER X I-314'EMBEDMENT & M'O.0
MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD
SCREW WHEN IN WOOD & #10XI/2'EMBEDMENT EMS OR TEK
SCREWS IN ALUMINUM MEMBERS TYPICAL,
JOB DESCRIPTIW SCREEN ENCLOSURE / WALLS
1, ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST) 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: I 10 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: C
4. WIND LOADS:
SCREEN ROOF: 8 EST
3' COMPOSITE ROOF: NIA
SCREEN WALLS: + 27.2/-295 PSF
5, FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X 14X0,013
OR EQUIVALENT DENSITY SCREEN MESH:
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7, LIVE LOAD:
3001b VERTICAL DOWNLOAD ON PRIMARY SURE:EN ENCLOSURE MEMBERS.
20M, VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8, EXISTING 4" CONCRETE SLAB W/ 8'X12- MONOLITHIC FOOTER W/ (1) 95 REBAR,
2,504PSI CONCRETE W/ 616110 W,W.M. OR FIBERMESH OVERTOP OF CLEAN
COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE
PROPOSED STRUCTURE
9. SCREEN ROOF TYPE MANSARD
10, SOLID ROOF TYPE: N!A
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2X2: - - - - - --------------- - ---- - -------- .2"XTWG.046"
3X2: - ----- - ---- - - -------- -------- _ 3'X2"X0.050"
2X3 2"X3"X0,050'
TXYXO.070'
T`X4"XO050"
2X5'X0.050"
OPEN BACK SECTIONS
IX2: ... - ---------- I'X2"X0.04W
IX3: --- ---- - ---- ---- - ----- - ------- - - - -- 1"XVX0.045"
SNAP SECTIONS
2X2 SNAP. ___ ---- ---- 2'XrX0.045'
2X3 SNAP: rm"xo-oso,
2X4 SNAP: - -------- -- ------ 2'X4'X0.045'
SELF MAMjgLSMBj
2X4 SMIL
2X4"X0,044"XG, 100-
2X5 SAUL
2X5'X0.050'X0. 118"
2X6 SMIL
2XWX0050'X0' 2W
2X7 SNIB.
--
------ 2X7X0,05rNo. IW
2X8 SMB
2"X8"X0.072"X0l24"
2X95MB: - -- - ------- - - - -------
- ---- M9`X0,072'X0lZ4'
2XI0 SMB: - ------- - -
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN
DESIGNED FOR AN ULTIMATE WIND SPEED OF 130 MPH
(RISK CATEGORY 1) IN ACCORDANCE WITH THE
STRUCTURAL REQLqREMENTS OF THE 7TH EDITION, 2020
FBC, BUILDING CODE, CHAPTER 16, SECTION 1609 & THE
7TH EDITION, 2020 FBC, RESIDENTIAL CODE SECTION R301
WILLIAM, H. ROBEIITS, P.E. # 42712
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120/130 MPH WIND SPEEDS 1/4"O
TAPCONS TO BE UTILIZED
140 (+) NIPH WIND SPEEDS 3/8-0
TAPCONSTO BE UTILIZED
ANGLE MAY BE ATTACHED TO SIDE OF
UPRIGHT ON TOP OF Ix2 BOTTOM PLATE
2x- ALUM. UPRIGHT
2x2x1/8"ANGLE
(2) #12x3/4'TEK INTO 2x2xl/8"
2- (MIN) FROM
ANGLE INTO UPRIGHT. (BOTH
EDGE OF SLAB
SIDES OF UPRIGHT)
TAPCONS SHALL PASS THRU 2x2x1/8'
ANGLE INTO AND THRI-1 PAVERSAND
lx2 BOTTOM PLATE
EMBED A MIN. OF 3" INTO THE
CONCRETE FOOTFR (SEE NOTE ABOVE
TAPCONS SHALL PASS THRU
FOR DIAMETER SIZE)
1x2 BOTTOM PLATE AND
EMBED AMIN, OF2"INTO,
PAVER DECK
CONCRETE FOOTER
2-
im J 'a
CONCRETE TOOTER, (MIN)
REFER TO"CONCRETE 3- (MIN)
FOOTER DETAIL PAGE'
FOR ALL REQ. SPECS.
UPRIGHT ATTACHMENT DETAIL TO PAVER DECK
SCALE: N.T.S.
2-#IOX4- S.M.S THROUGH
EAVE RAIL INTO PURLIN
SCREW BOSSES--
#IOXI-1/2" S.M.S-
SPACED 0 24'
D.C. MAX
4-#IOXI-1/2' S.M.S THROUGH
1X2 INTO SCREW BOSSES FOR
PATIO OR 2-#IOX1-1/2- S.M.S
EACH SIDE FOR S.M.B.
I I I -POW SAX AM I-IPDXr�__n
L-1 ME SCREVW SAM SKS W/325W FL
SOWKS *4 TOP OF aLm
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94TO am malem
ROOF BRACE--WZELATBAR PURLIN 1
ANa/Qa_CLIP _AjjAQHMENT
I.-
x
'0 PC
S,M.B. BEAMS &/OR
UPRIGHTS TO
BEI
SITCHED 0 24'
O.Cl
#IOX1-1/2*
S.M.S. AT 6"
FROM EA.,,
END & —3-#lOX2-
cl?
SPACED 0
24' O.C. 00
00
Oa
2X4-4-#IOX3/4-
2X5-6-#IOX3/e
2X6-6-#l0X3/4�
2X7-8-#IOX3/4*
2X8-8-#IOX3/4-
2X9-9-#IOX3/4'
x
WO-10-#12X3/e
BEAM TO
POST
1/8- STAINLESS STEEL
AIDED CAB[ F
T. 1-GIRT ATTACHED
W/4-#IOXI-1/2- S.M.S.
THROUGH SCREW BOSSES,
T. 2-INTERNAL CUP
W/2-IOX3/4- TEX
SCREWS INTO POST AND
1-1OX3/4* TEK SCREWS
EACH THROUGH FACE
AND BACK OF GIRT
&I
T. 3-REC. CHANNEL CUP
W/4-IOX3/4- TEK SCREWS
INTO POST W/2-10-3/4-
TEK SCREWS TOP AND
BOTTOM INTO GIRT
4-#IOX1-1/2-SMS INTO
_�(2)-#12x3/4' TEKS
SCREW BOSSES OF POST
OR 2-IOXI-1/2- S.M.S.
INTO SCREW BOSSES OF
00
W
2X2X.125' ANGLE
IX2
TAPCONS TO BE UTILIZED
1/4"0 TAPCONS-
-FOR CONC. SLAB AND
SPACED 0 24?'O.C.
PAVER DECK (3-(MIN)
MAX (2' (MIN) EMBED.
EMBED. INTO CONCRETE
INTO CONC. FOOTER
FOOM;L SEE DETAIL "D'
FOR DIA. SIZES)
POST TO DECK
DEIA—IL
.125 PLATE OR ANGLE CUT 0 45
DEGREES W/ (8)-#IOx31e TEK FOR
PLATE OR (8)-lOx3/4- TEK FOR ANGLE
3' A.S.T.M. A36 STEEL CUP
,eWITH (2) 3/8'x3" SLEEVE
ANCHORS FOR PAVER (2) 00
T""_ A.S.T.M.
3/8' x
AN ORS FOR PA
1/4-4- TAPOONS THRU 2- NICRO
PALVERS INTO FOOTING - PRESSES-, 0
E
0 s__
1/8' STAINLESS
S L
TEEL CABLE
5/liVEYES SOLT
(x T
WELDED CLOSE
a W/D
CABLE CONNECTION OUBLE NUTS
AT FOUNDATION Co
CABLE CONNECTION
PURLIN TO BE NOTCHED
FOR UPRIGHT
6-#IOX3/4' TER SCREWS
W/ 3/4- SPACING
2'X6"X.1W FLATBAR
CUT TO ANGLE OF PURUN
/ —2-NI O-PRESSES
cc-
-1-3/8- 0 LD,T
W/*- EMBEDMENT
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN
DESIGNED FOR AN ULTIMATE WIND SPEED OF 130 MPH
(RISK CATEGORY 1) IN ACCORDANCE WITH THE
STRUCTURAL REQUIREMENTS OF THE 7TH EDITION, 2020
FBC, BUILDING CODE, CHAPTER 16, SECTION 1609 & TIM
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7TH EDITION 2020 FBC, RESIDENTIAL CODE SECTION R301
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CHAIR RAIL
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DIST. A
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GUTTER END W/I-#I0X3- SXS
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SLANTED FASCIA F
0
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BEAM
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DOOR LOCATIONMAY BE CENTERED BETWEEN UPRIGHTS
OR ATTACHED
TO UPRIGHT.
DOOR MAY BE LOCATED OFF CONCRETE COLUMN PWALL
OR JAMB TO BE CONNECTED TO CONCRETE W/ ' 4'TAPCONS 24" D.C.
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DOOR MAY SWING LEFT OR RIGHT & OPEN INWARD OR OUTWARD.
g PFMM COM OF rvft DOCUMDEr ARE
� NOT CONSVERM SO= AND SCUM MD
THE SGKqURE UM BE VEWED ON ANY
SECTFOC Comm
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN
DESIGNED FOR AN ULTIMATE WIND SPEED OF 130 MPH
(RISK CATEGORY 1) IN ACCORDANCE WITH THE
STRUCTURAL REQUIREMENTS OF THE 7TH EDITION, 2020
FBC, BUILDING CODE, CHAPTER 16, SECTION 1609 & THE
7TH EDITION, 2020 FRC, RESIDENTIAL CODE SECTION R301
WILLIAM H. ROBERTS, P.E. #42712
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OR
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SCALE: N.T.S.
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BEAM SIZE PLATE PLATE PLATE OTAL #1 #14 SMS TI AAL 0RIZ NTTAL
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SPACESEVERX24"O:C. n AXa
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THICKNESS LENGTH HEIGHT SMS PER PER SIDE SCREW SCREW
fi" MAX FRQMZA, FXD
SPLICE PER PLATE SPACING SPACING
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2 x 5 x.050 x, 116 S .125" 16" 4.2P 44 11 1 5 16" 1 518
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2 x 6 x.050 x, 120 S .125" 16" 5.25" 52 13 1 3116" 1 5(8"
I x A TTACiiluf T Tft
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2x2 PLTB [ L TO �IiP GUTTER
2 x 7 x .055 x. 120 SIv1B 125" 16"6.25" 56 14 1 3t16" 1 5(8"
HOST STRUCTURE DETAIL
ATTACHMENT DETAIL
2 8 x .072 x .224 S 125" 16" 7.25" 64 15 1 7f16" 1 518"
SCALE. N.T.S.
9 x .J72 x .224 SMB A25" 18" 8.25`° 6$ 17 1 1 i116" 1 7l8"
Lx 14 x x .374 SMB 18" 9.25 84 21 1 i3d16" 115f16
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN
.092 .1875"
DESIGNED FOR AN LLTI T E D SPEED OF 13fis MPH
INTERNAL GABLE SPLICE SHOWN, IDENTICAL SPECIFICATIONS FOR MANSARD AND1 OR
(RISK CATEGORY 1) IN ACCORDANCE WITH THE
STRAIGHT BEAM SPLICES. MAINTAIN MAXIMUM DISTANCE OF 1.5" - 2" AT MITER JOINT.
STRUCTURAL REQUIREMENTS OF THE 7TH EDITION, 2020
MAINTAIN A Y44 EDGE DISTANCE & %"MINIMUM SCREW SPACIN- G, SCREW POSITIONS
�
FBC, BUILDING CODE, C 16, SECTION I & THE
NEAR It JOINTY BE ADJUSTED TO ACCOMMODATE PURLtilt ROOF BRACE.
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?TH EDITION, 202a FBC, RESIDENTIAL CODE SECTION R301
INTERNAL SCREWS FORPU IN CONNECTION Y BE INCLUDED IN TOTAL NUMBER OF
3
SCREWS PER SPLICE. FASTENER PATTERN MAY APPEAR DIFFERENT FROM ILLUSTRATION.OF
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