HomeMy WebLinkAbout19-21709 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21709
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
PERMIT INFORMATION LOCATION INFORMATION
Permit#:21709 Issued: 9/05/2019 Address: 7857 MERCHANTVILLE CIR
Permit Type: ALUMINUM ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 2,490.00 Total Fees: 82.50 Subdivision: CRESTVIEW HILLS
Amount Paid: 82.50 Date Paid: 9/05/2019 Parcel Number: 35-25-21-0120-00000-0420
CONTRACTOR INFORMATION OWNER INFORMATION
Name: PAUL D. SCHAPER CONSTRUCTION INC Name: GRONOSTAJ, MICHAEL
Addr: 8949 GALL BLVD Address: 7857 MERCHANTVILLE CIR
ZEPHYRHILLS, FL. 33541 ZEPHYRHILLS, FL 33540-2072
Phone: (813)782-0920 Lic: Phone: 813-541-3830
Work Desc: CONSTRUCT SCREEN CAGE 20 X 40 SQ FT
'APPLICATION FEES
BUILDING FEE 82.50
C
l
r
F OTER FINAL Inspections Required
SLAB SHEATHING
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1ST ROUGH PLUMB
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.REINSPECTION FEES:
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 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 and 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.
C CTORS SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhilis Permit Application Fox-813-78U021
Building Department
Date Received 9 , ja Contact for Permitting
' r ILIl-Y
Owner's Name Owner Phone Number '
owner.Add.. 1.1,7 5-7 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 1 v Z le- e— LOT#
SUBDIVISION F- PARCEL a MOCO,C)a I-Q1 90
(OBTAINED FROM PROPMalf TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
R INSTALL REPAIR
PROPOSED USE = SFR Q Comm OTHER I
TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL = I
DESCRIPTION OF WORK
BUILDING SIZE I = SQ FOOTAGE HEIGHT
=BUILDING $ Q 149C) VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY W.R.E.C.
=PLUMBING 1$
=MECHANICAL I$ VALUATION OF MECHANICAL INSTALLATION
=GAS 0 ROOFING F-1 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY MU( ZL SIGNATURE REGISTERED I Y/ N FEE CURRI21, Y N
Address I TY(44 GCLO lkvd! License 4
ELECTRICIAN COMPANY =
SIGNATURE REGISTERED I Y1 N FEE CURRIE.% L�N
Address I License#
PLUMBER COMPANY =
SIGNATURE REGISTERED I Y1 N FEE CURREN
Address F— I License# F-
MECHANICAL COMPANY =
SIGNATURE L REGISTERED I Y f N FEECURREN
Address F I License#
OTHER I COMPANY =
SIGNATURE REGISTERED I Y/ N FEE CURM
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans,(1)set of Energy Forms,R-O-W Permit for now construction,
Minimum ton(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsilarge,projects
COMMERCIAL Attach(3)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,Stonriviraftir Plans w/Silt Fence Installed,
Sanitary Facilities&I dumpster.Site Work Permit for all new projects.AN commercial requirements must meet compliance
SIGN PERMIT )Attach(2)sets of Engineered Plans,
"PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . . . . . . . . . . A . . . . . . an
Fill out application completely.
Owner&Contractor sign back of application.notarized
If over 92500,a Notice at Commencement Is required. (AIC upgrades over$7600)
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 (Front of Application Only)
Remofe if shingles Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage)
Driveways-Not over Counter If an public roadways..neads 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 IMIPACTIUTILITIES 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 1, 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"ownee,I car*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, Welland Areas and Environmentally Sensitive
Lands,WaterMastewater 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 ServicestEnvironmentat 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 NJ material is to be used in Flood Zone W, 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"K 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 NJ 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
1A9TR)LQUR LEND OROR AMAXTORNOY RJEFORE_RECQ Tl=RQ ING YOUR No OF COMMENCEMENT,
FLORI T S
OWNER GE COWF5,=
scri and swpm rm b re me this supscil 1 s and sword (or afprm re me this
9b
h IN vir 8130 by It a PA�e
o I are personally Known to me or h a produced Who Isla persondly Known to me or n7ahaVb produced
ld ti lion I s idapfflinsfion.
otary Public Notary Public
V--
Commission No. Commission No.
Name of
Notary Public State of Florida Notary Public State j,,Flo,da
�cdla
Alicia Herweh-Cannon AJ!cial-lerweh-canric..,
My Commission GG 218378 ;o't MYC0MMJ3Si0n--3GL,2i13378
Mol Expires 0511612022 IF Expires
05/l612-)2-.!
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �(� L
Date Received: C7
Site: ��^] �7�t/� C le- C/r'
Permit Type: C S'h,L "5cn n
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet sha -be-kept with the permit and/or plans.
SEP
Kal n S zer—Plans Examiner ate Contractor and/or Homeowner
(Required when comments are present)
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PREVALLi
WORK S -�COM N3 CODE'
CC pE ELEC.JIC ODE, ZQ19
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ENGINEER'S NOTES:
ALUM 2'x_• SM PER SPECIFIC DESIGN ALUM 2'x_' SMS PER SPECIFIC DESIGN
BASIC VAND VELOCRY UP TO 155MPH Vult/ 12OMPH VaBx1, 3 SEC GUST FASTEN V/RO 110x3/4' sMse 3/4'ac.EA SIDE TO CC)NECTCR NOTE,(N-HEIGHT OF TM)) FASTEN V'/CM 110x3/4' SMS1 3/4' a.G
FASTEN CONNECTOR To GUTTER V/ W 112x3/4 SMS EA SIDE TO CONNECTOR. NIITEi W-'W CS SMB,)
RISK CATEGORY 1 MOTET CONNECTOR KAY BE CZ) ANGLES OR RECEIVING CHANNEL FASTEN CONNECTOR TO GUTTER V/O0 110x3/4 D8 1 3/4'OL TEXPOSURE CATEGORY 8 'H' MIN�'H' MI VIDE* 1/I'MIN STRAP I EA BEAM NOTE:CONNECTOR KAY BE a)2'xz•xI/I' ANGLES OR EXTERNAL
V/[2) 110 SMSx2'LO INTO FACIA I GR INTERNAL 'U' CHANNELS
INTERNAL PRESSURE COEFFICIENT : 0,0 OPEN STRUCTURE • • • 2) 110 SMSx3/4'LG INTO GUTTER LIP NOTE: DBL NOV OF STAGGERED S.M.S.
UPER GUTTER V/SCREEN GROOVE I 'U' CHANNEL TO GUTTER CONNECTION
DESIGN LOADS FOR SCREEN DOES NOT EXCEED 9 PSF I •• I FASTEN Ll uG SCREVS
• �• • B l2'[X: 2' VIDEx 1/B' MIN STRAP I EA RAFTER
V/C2) 110 SHSx2' LG INTO FACIA I
• _ MOSS RE (2) 010 SMSx3/4' LG INTO CUTTER LIP
2'x2' PURLIN, FASTEN • Ni i
OP BEAM PER DETAIL •H' •�� SSRUCTU
COVER •• •
PLATE MI I � • • f • • • • • • • ; H I RQCTORE RpQF
p N=HEIGHT 'H' ' QSS 5�
p H PROVIDE 3[t¢' ALUM SPLICE PLATES H
O MIN L N TH-2xH
po� TYPICAL RIDGE BEAM CONNECTIONS l' ""�
p EXTERNAL PLATES ENLARGED VIEW [" W
OPEN iBACK 00 OVERLAP BEAM ONTO COLUMN I ALUM 2'xH' SMB TYPICAL CONNECTION 3/B xI LAG scxW�KATt y
PER SPECIFIC DESIGN Sub TO SUPER GUTTER x FACIA
FASTEN TO ASTEN WITH
9UPIR GUTTER TO FACIA V/FUSE SPACER a
!10x3/4 TEKS @ 3/4' D.C. 1CTTK RAPS [1 EA BEAM =
2x_ TOP PLATE OR STRAPS T& LLEAN0.E N
APPLY MAX NUMBER OF SCREVS
W/#10 SMS &ROWS 2 HxW 2 3/4' D.C.
FASTE4' NE•D STAGGERED ON EA SIDE TYPICAL LtI/CRT CC111ELTLDR BHild
FASTENER SCHEDULE: NOTE[ CONNECTOR MAY BE (2) 2'x2'xl/9'xH ANGLES SUPER GUTTER To
TO COLUMN 2'xH' AL SHE OR INTERNAL 'U' OR EXTERNAL 'U' CHANNEL SLOPING FACIA
PER DETAIL PER SITE SPECIFIC k BE" TO SUPER CUTTER
DESIGN REQUIREMENT S.M.B. SIZE x x x3/4r
FASTEN PER NOTE: H LQtAG SCREWS
2'X2' GIRT DETAIL (N=HEIGHT OF SHE) a Iz• ac /raa."ax' Ad 1,x2,
FASTEN PER2X6 20 19 ALUM 2'x_' SHE PER SPECIFIC DESIGN/ FFASTTENATO 2x2
18 FASTEN V/ !12x3/4' SMS L) vrno SMS
DETAIL (N) PER SIDE OF CONNECTOR 124' aC1
2X9 42 - • ° TO ven
1'x 2'xV' AL SHE PER SPECIFIC 2X9X.31 42 FASTEN CONKECTpR To PT. LEDGER BOARD [n �,• • PER nerAn.
BASE RAIL DESIGN REQUIREMENT 2X10 52 40 28 F�R VOOD STUD FRAMED VALLS [~n M I6 •
FASTEN PER pp1(�/E4R ' LAG SCREWS 2 D FOR q3L _ • • L O TUTEE a 314 CLUN 4FASTEN V/
DETAIL foR MASl7NRY R ' FOR MASONRY
W) 5/lbLx I D L/2' TAPCONS) ❑ i APPLY MAX NUMBER of SCREWS
...... (ROWS a HxV 1 3/4' at
'�`':�•;. •„="%:�. PT 2X LEDGER V/ 1/4x1 1/2' LAG SCRS 212' O.C MAX II!
FOR CONNECTION TO WOOD STUD FRAMED WALLS
AL
TYPICAL SCREEN ENCLOSURE SECTION S.M.B. TO FACIA CONNECTION
�St S7R
TYPICAL CONNECTION GF 1i
ALUJ 2'xZ PURLIN
'H' MIN-�---'H' MI FASTEN Tp SHE RAFTERS V/ (4) 41Ox2' H' MIN--�•-'H' MI A UM 'xH' SMH FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA
CORROSION RESISTANT INTERNAL SCREWS 2 VITH 110x2' LAG SCREVS( 12' O.C. MAX
OR EQUIV, EXTERNAL CLIPS f •• • cR SPECIFIC DESIGN (2) ROWS STAGGERED ALUM FLASHII�. 2'x3'R.030' KNEE 8RA[E CDW4ECiION V/ H
INSTALLED UNDER DRIP EDGE ON 6' •H' ' ACKET OR [NTERNA 'U' C IP
UM 2'x4' SMH • • T (, I1,
i • • • • • • • PER SPECIFIC DESIGN • • • • • • 1B Y V2'L3RAOSICM RESIStANT UNDER FIRST ROW Or SHINGLES CR I/O' x2' FLA BAR STRAPS OR GUSSET
• • • • •�f • • • • �• • • • •• • • • •' All PURPOSE SORE PLATES EA SIDE 0R EOU(V, FASTEN V/ y
• • • •• f f • • •• • • • (3) 114x3/4' S.N.S. REACH CONFECTION PT.
H' • • • •I• • • • �• • ! 0 •• • • • 'I RGOF P x
TYPICAL ROOF CONNECTION
• k>si sT
• • • •�•�!-'• • • f Lf_• • •_ •__•_• •_•J APRILS ALUM 2'x. SMH PER SPECIFIC DESIGN
I • s, SMS RAFTER IS TELESCOPED OVER COLUMN
FASTEN V/(M 110x3/4' SMS 1 3/4' O.C.
lJ EA SIDE TO 2'x2' ANGLE NOTE. (N 'H' OF S.M.B.)
PROVIDE 3/16' ALUM SPLICE PLATES 2' VIDEx V8' MIN STRAP I CA RAFTER
MIILENGTHZH PROVIDE 3/16' ALUM SPLICE PLATES r V/(b 110 SMSx2' LG INTO EDGE BEAM I
TYPICAL RIDGE BEAM CONNECTIONS MIN LENGTHx2xH DOE IT PANEL FINISHED V/ u THRU GUTTER LIP
EXTERNAL PLATES TYPICAL RIDGE BEAM CONNECTIONS RECEIVEING CHANNEL FASTEN V/ FASTEN GUTTER LIP TO EDGE BEAM
INTERNAL PLATES 1(2x3/4' 1 12' O.C,
NOTE: OTHER EQUIVALENT PLATE SHAPES 110x3/4' TEKS 18'OC v) PAN F)A RQpF
• MAY HE USED WITH REO'D MAN LENGTH I 1x2 OPEN BACK
QUANTITY OF SCREWS PER SCHEDULE 2,X2• AL H4LOV H RLSER SE pA
II
FASTEN
W/*10x3 1/2' TEKS = CQMPQ51 1
FASTENER SCHEDULE: FASTENER SCHEDULE: 1 I• DC.
SCRLV SIZE.' UUANT[T (PER SLUE) SCREW SILE/ QUAN[IT (PER SIDE)
S.M.B. SIZE x
S.M,B. SIZE SCREEN RC3cIh1
xa 1 x x PlO x x x DETAIL H
X 1 4 4 1 t PANEL ROOF TO FACIATOAPrn D[A F BOLT, V
1/4' Dux THROUGH 311.T,
• 19 14 WASHERS L NUT OR EQUIV.
O
2X9 52 40- 30 2X9 52 40 30 MAY BE USED FOR ADDITIONS TO MOBILE HOMES aPE1 GUTTER V/scrml GROOVE
2X10 64
49 40 2X10 64 .49 40 MODULAR L PARK MODEL HOMES AS WELL AS
SITE BUILT BLOCK OR FRAME HOMES, END COVER ASTEN 2'x2' ANGLE BRKTS
TO SUIT GUTTER V/ 11(lx 3/4'Sxs
13/4' O.C. EA SIDE
1 S C R E E N
NOTE CI-IJSURE TYPICAL CONNECTION DETAIL
EQUIVALENT CONNECTIONS MAY BE USED IN PLACE OF TYPICAL CONSTRUCTION DETAILS FOR SCREEN ENCLOSURES SHOWN �1 SUPER GUTTER TO
BEAMS &COLUMN SIZES TO BE PER. SITE SPECIFIC DESIGN °i p,5 L /� I/ _ EEN SCR ROGY SCREEN ENCLOSURE
ALL FASTENERS TO BE CORROSION RESISTANT �' 1® ��'°,.•••••.qN/
I at I r4w
plalr and r�jt to be In eomAone•'
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Consulting Engineer sr DwE PA4R
°�•• `� Po Box 1728 Phone 352-521-5848 NTS
,� °°°°°°°•°° O�`�`` HAWLEY ALUMINUM TEL 813-713-0422
-- fTTIE?ECD'HL HLW _
ENGINEER'S NOTFS• J\%_ - L'
I ---_-- ---__-----
BASIC WIND VELOCRY UP TO 155MPH Vult/ 12OMPH Vasd. 3 SEC GUST
1 /11'x OPEN RACK FASTENED�p 2x2 . I --.-------
RISK CATEGORY 1 w ilD x 9ry TEH4 1 :4•HiG NAx _
WEDGE ANCHOR •TOP PLATE 1'x1'xr ALUM ANGLE
EXPOSURE CATEGORY B . x r EMBEDMENT + 1
u x9/N
INTERNAL PRESSURE COEFFICIENT = 0.0 OPEN STRUCTURE I
• • rA11•�npc Nis rn®c
_ EA SIDE CCONNECTION
T CORROSION REIISIANT ( N (4)CONCEALED 210x1 1/2'
DESIGN LOADS FOR SCREEN DOES NOT EXCEED 9 PSF • t V F STEM Y X IETO a t10,M1 IiSE!1/r:t I/2 I I ROOF PURLINt7s0t MAx VAS}fR 1EADED SCRCVS
..•"�L ft0x7/4' xi RE C11M+NEL Df LJEU O F (2) 1
EDGE 1STAl2E TT C 1'x2'x2'CLIPS SHOWN ' VAS#1EIt 1[ADED SLR; 1 FASTZM WCONCEALED CORROSION RESISTIVE
.1;�r�,' }} S•• CIJRlt0iiN tSISTAHT ' CORROSION RCSISTIVE NiN(4)2]Dxr
'� :t'`' WASHER HEADED SCREVS
GUSSET ANGLE BRACKET ' •`.tri%?1'ti�,;.
FASTEN WITH c4) S.M.S i•�.�x_ +:rt• 2'xr HOLLOW GMT TYPICAL 2'xr i�LOV G>RT TYPICAL EJeTICAL FRAME IEHIER CORROSION RESISTIK 2'XN' PLUM Slt1
CORROSION RESISTANT ' twEN RACK tst S u. cOLUMi SCREEN Rt10F DEAN
TO STRUCTURAL WALL MEMBERS ALTEItNATIVS AEouIRnENTs
DES1 PER K
5/16' EYE BOLT CONNECTION IIESIOI
►1T ADDITIONAL CLIPS VFIEN OPTIONAL USE 2 1/rxt VE 210x7/4• DEAN STITCN SC
W/DOUBLE NUTS W tMDE PROYtD[S ROOM NEC CKWIfL tN LIEU OF t1) 1 r O.C. KO TYPICAL,LOCK NUTLWASHERS rxrxr CLIPS SHOWN TYPICAL CONCEALED TALL GIRT
CORROSION RESISTANT rxrxI'xJr ANGLE FASTEN AEC.CMANHEL V/CV
#U*3 4' TEKS v4'x2 Vr tArcaa al Eouiv CONNECTION DETAIL ROOF PURINNSE TO ROOF S.M.B.
rxrx!•AL ANGLE
• FASTEN VKU PLO x9/•1 IEKS _
• I Ar
• / r I / I € x i sm Iw vran•LDT Ix2 OPEN BACK BASE RAIL 1x3 OPEN BACK
e /4'x2' EMBEDMENT RASE RAIL
• •X/ ANGLE
xr � 2'x2 X3 1 B�pL TAPCO N-
• MtL
/ STAINLESS STEEL
ASE s°�EN
7x7 CABLE V/ MIN y1.4 H ' �,� ;'i<` ''"•'r•►f r? 2'x2'X1/8' ANGLE 3 1C TEKS
` Sr 1c« :F R'I::,�•�;;": Y)PI41 1/2'
NFL j 1110x3/4 TEKS /4'z2' EMBEDMENT
dl,y_ �,;;, tI �DGE DISTANCE _r.' y •i ,. r' i fi :i r— • 3) I
I 0 0 TAPCON C2
I •. r :L•i. .:{•,_E 1x2 OPEN BACK
'--.t.1�J ;.>' " w`•r. `t'�°`':.:•� •.j«='� BASE RAIL 1x3 OPEN BACK
'•r`�. :•'•t; TYP1C SIO?OSgg�� CONNECTlooN DS'1 O
�j ':f .' BASER TO DECD AND TO COLUMNS O I RASE RAIL FASTEN
APPROX. CO N TO D CY TO SLAB PER DETAIL
_ PlAN VIEW x2 HOLLOW PLAN VIEW 3x3 x.125 AL CORNER
_ _ 1x2 OPEN BACK TO 2x2 COLUMN 1x3 OPEN BACK TO 3x3
COL Dt C�Rrrl I W/810 SMS 83' O.C. MAX
CABLE 3000 PSI CONCRETE V/1i10 SMS B 12' O.C MAX
SLAB/FOOTER 2'x2'Xl/8' ANGLE
2'x2'X3'Xl/8' ANGLE
5/16' EYE BOLT W/ i I�F°tNS LwLi TA4 TAPCON EMBEDMENT /4'x2' EMBEDMENT
COMPRESSION SLEEVES ELEV TAPCON C2)
CORROSION RESISTANT ALLM tTIOLA• rx2'Ia/r ANGLE B SE RAILBACK I
s t•x irx ANGLE 2'x2'X3/B' ELEV O O BSEE RAILBACK
-y: s..'• `.a.�'w- IL E DIIE12>IIEItT • -a ..a •�,, �r •39r` " w r 1 t•• .Cr [ • s:
l t y ,k ) e,jt►;!. i.I"�•, c -�- �.1: ?� -�'..Ar,+�•'A.�/.�.
� A=, ®��� - � rT Cnemllnr lEustA�N I K'�.j�e:'`,`' � _si 7NjV:i•��s�+�-'i""�'.�t�,`r ,I I � �S•�?',�,Y;� •��•-L'��ll�"'(,.''f��i'yr,+ l�- �"�_
1IY 1r DOER i t >` '1'�r Y' +''X� . 'w4y +' I �'!j•J �' I'�'•+ t �.'•.'`•.�" .�., '
' w�•'��,'��'' �D1ITAPEE 4 C •��� � +Z. j.��.�,,¢• f'�J /,.�'.Z \/• 5K��3�•+•�t�.�.r�,>�L'Lw'r.4:� i:4 t;?•��./'�
6' A ROX x 0.12 THK. a!`;f2r�:7:;LS, I low cy�'� ,,.ivclis "� 4'�.th,• '4 i I;'i? 1f. ;
STEEL CLIP 5f'::r-��^rr.r 'l •� ' '. - 41';y`Ctr 4' PSI CONG SLAB
•�4 -
FASTEN W/ (2) 1/4' x 1 1/2 EMBEDMENT =`;:�1`r Zrt ' _-•- - �"� V 330p0ppp ; " ' 4' 000 P I CON S A
TAPCONS INS WEDGE ANCHORS •�•`. '``''I ' � ' --- /V 6x61M10-1L PO FIBER FILL ; ;'�. !: . %'R B
� � •-12' W� OVER COMPACTED DY TERMITE -.,u..-- ....g.4 OVER 61M L POLY FILM F
u.
CORROSION RESISTANT ��% W
TYPICAL CABLE ALTERNATIVE TREATED SOIL OVER COMPACTED TERMITE
POST CONNECTION 3000 PSI CONC. CONTINUOUS FOOTER 110-130 MPH TREATED SOIL
CONNECTION DETAILS SHOWN CONNECTION FOR CONCRETE SLAB W/ (2)#5 CONTINUOUS TYPICAL DETAIL NOTES NO FOOTER REO'D EXCEPT WHEN ADDRESSING ERROSION
EXTERIOR CORNER 4. 3000 PSI NOMINAL SLAB W/O FOOTER MAY
_ _ 0 BOTTOM BBE6Y USED
gON•yLEtV�ELs G� MIA
SLOPES OF 1'/12• 131-140 MPH
F(9 GRADE SL6PE#GREATER HAN 1'/12' UP TO 2'/I2• TYPICAL DETAIL
x3 a5 ALUMDiUM COLUMN TAPCON FASTERS SHALL PASS WLY=12'x16' W/ (1) *5 CONTINUOUS EXTERIOR CORNER,
x
2x2x.062 A (3'x3'X.045' ALUMINUM COLUMNO 4 CORNERS) J'71/2'
PAVERS TO PROVIDE • FOR GRADE SLOPES GREATER THAN 2'/12' ® BOTTOM
EACH SI 1 1/2' EMBEDMENT INTO CONCRETE SLAB NEW SLABS TO HAVE EITHER 6'x6'-N10/10WWM
2) D10 SMS 24' O.C. MAX OR FIBERMESH
ORAI1I IVE /IORRDSION RESISTANT(2) 1 AVERS -
PT 2x4 DECKING
FASTEN TO JOISTS 1'x2' ALUM BASE PLATE CTYP3 O NOTE]
W/#Bx3 DECK SCREWS EQUIVALENT CONNECTIONS MAY BE USED IN PLACE OF THE
PT 2'x6' PERIMETER JOIST w CONSTRUCTION DETAILS FOR SCREEN ENCLOSURES SHOWN
.r,�-� Ys7rtia: f BEAMS &COLUMN SIZES TO BE PER SITE SPECIFIC DESIGN
Alo TAPcnNs x 3 1/ '� rti . ; `l
# o-. ,-.. ..+Fi; i�? ' ALL FASTENERS T❑ BE CORROSION RESISTANT
-CORROSTDN RESISTANT 2' -,'�a��•i..3'+a►.�•.1'.;y1„ •).,rt;G ,�•.I.r`
MIN IMBEDMENT IN 2'x_
PERIMETER JOISTS
y,I�/�{x jr,� t� MAY BE USED FOR ADDITIONS TO MOBILE HOMES
• 24'MAIt aC--- MODULAR 6 PARK MODEL HOMES AS"WELL AS t
I :s, 4` SITE BUILT BLOCK OR FRAME S
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7-10 and sefLion 'JO J the
DIr Ed�ion.'gyp 17) TL Hanson & Associates Inc s+rET aF
• X44 Consulting Engineer •
,
4 ' Z•�l
Po Box trm Phon•352-521-5848 Mrs
HAWLEY ALUMINUM TEL• 813-713-0422 aEa4D
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