HomeMy WebLinkAbout16-17748 -
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' " "� CITY OF ZEPHYRHILLS �
' S335-8TH STREET �
� {81s)�sa-oo2o 17748
� BUTLDING PERMIT SINGLE FAMILY RESIDENTIAI.
,
PERMIT INF'ORMATION � � 'LOCATION INFORMATION
Perrrtit#:17748 Issued: 11110l2016 Address: 372Q0 NEUKON! AVE I�t}T 298 �
Permit"p'ype: ALUMINUM ZEPHYRHILLS, FL.
Ciass og Work: ALUMINUM PACKAGE Tawnship: Range: �
Proposed Use: NOT APPLICABL.E Lot(s): Block: Section:
Sq. Fee�: Est. Value: Book: Page: .
Cost: � , 5,750.00 Total Fees: 130.00 Subdivision: GRAND HOR(ZONS
Amount�Paid: 130.00 Date Paid: 12/14/2016 Parcel Number: 34-25-21-0180-00000-298Q
I CGINTRACTC�R INF{)RMATICIN fJWNER INFORMATtt�N
Name: ALL FLORIDA MANUFACTURED HOME S' Name: WEIAND PHILLIP & NANCY
Addr: 36814 TERESA RD Address: 5955 BENZ DR
DADE CITY, FL 33523-6537 ZEPHYRHILLS FL 33540-8549
Phane:(813)714-9364 Lic. Phone: (989)350-3006
Wock Desc: 12 X 16 CONCRETE, CARPORT & SHED
APPLICATtC?N FEES
B!J C}N EE 94.OQ ELEC G FEE 44.00
f t �f� ,
� - Ins ections Re uired ��'' �
F TER I FI AL
StAB I SHEATHING
RAISED SLAB ,
�
DRIVEWAY
���E � � . �q, �,� ,
ELECTRICAL ROUGH I
1ST ROUGN PLUMB
i
REINSP'ECTION FEES: (c)With respect ta Reinspection fees will comply with Florida Statute 553.80 (2)(c)#he
locai governmenfi sha11 impose a fee af four times the amaunt of the fee impased for the initial inspection or
firs�t reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES:
NOTICE: In addition to the requiremenfis of this permit,there rnay be additional restrictions applicable to this property that
may be found in the pub(ic recards of this county, and there may 6e additianal permits required from other governmenta(;
� entities such as water management, state agencies or federal agencies. ;
"Warr�ing to awner: Your failure ta recard a notice of commencement may resutt in your paying twice for C
impravements#o your property. If you intend to abtain financing,consult with your lender or an attorney�
� before recording yaur notice of commencertient." �-
�'omplete Plans, Specifications and Must Accompany Application.All work shall be pertormed in accardance
� with City Codes and Ordinances. NO QCCUPANCY BEPORE C.O. �
,1 NO OCCUPANCY BEF4RE C.O.
�
TRACTORS 81GNATURE PERMIT OFFI
� PERMIT EXPIRES IN fi M�Jtl�THS INITHOUT APPROVED INSPECTIO
CALL FOR INSPECTIO�I - 8 HOUR NOTICE REQUIRED
CPROTECT CARD �i��M 1NEATHER
� �� �
. � " '! 813-780•0020 City of Zephyrhills Permit Application Fax-81&780-0021
iBuilding Department I
iDate Recefved � ` phone Contact for Pertniriin – I
i � Owners Name �� ' 1 Owner Phone Number ' O � I'
i I Owner's Addreas � ���L Owner Phone Number
�
I Fee Simple TiUeholder Name Owner Phone Number �
I
Fee Simple Titleholder Address �
I I JOBADDRESS Z � � LOT# �
I SUBDIVISION PARCEL ID# " �S� " O I �Ow�� � �v v
� ' (OBTAINED FROM PROPERTYTAIC NOTICE)
WORK PROPOSED B NEW CONSTR� ADDIALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME • 0 STEEL Q �
DESCRIPTION OF WORK L.IJ� ' � C� (�- �'F' ►�lL. �
BUILDING SIZE � � SQ FOOTAGE 13��� HEIGHT � I' �
BUILDING $ �' VALUATION OF TOTAL CONSTRUCTION �i/ �
l7' .�• �
QELECTRICAL $ ' �—/� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
V V . ,
� QPLUMBING $ , , � c / _
� '�r-'�'� ���•�, �
� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �D�
' QGAS Q ROOFING Q SPECIALTY Q OTHER
,3 ,� , a!� �
� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO ��%lV'""/�
✓
BUILDER COMPANY A � C�� �+�Y�- "�
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address `'1 �133 �3.icense#
/ � ��
..L ELECTRI � '� COMPANY y � � �
��� SICaNAT E REGISTERED Y/ N �cuwtEn Y/N
i
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N � FEE CURRE� Y/N
i
Address License# •
MECHANICAL COMPANY �
SIGNATURE ' REGISTERED Y/ N FEE CURREI. Y/N ,
Address License#
I
OTHER COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N ,
i
Address . License# �
IIIIIIIIIIIIIIIIIIIIilllllllllltllllllllllllllllll.11lllllllllllllll '
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnit for riew construction, ,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpstar;Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Bulding Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. '
Minimum ten(10)working deys eker submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, �
Sanitary Facilllies 81 dumpster.Site Work Permit for all new proJects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plens. , .
""PROPERTY SURVEY required for all NEW constructfon.
DlrecUons:
' Fill out applicatlon completely.
Owner 8 Contractor sign back of application,notarized
If over E2500,a Nodce of Commencement Is requlred. (A/C upgrades over 57500)
" Agent(fo�the cont`acto�)or Powac of Attorney(for the owner)would be someone with notarized larier from owner authorizing same
' OVER THE COUNTER PERMiTTING (wpybf contract required) _ . - -- _ �
Reroofs if shingles Sewers '' Service Upgrades A/C Fences(PIot/SurveylFootage)�l �
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 Iaw. 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
I 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 WatedSewer 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,1
' certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
', deliver it to the"owner"prior to commencement..
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws reguiating 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 wili 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,WatedWastewater Treatment. �
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses. -
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatrnent,
Septic Tanks.
- US Environrriental Protection Agency-Asbestos abatement. .
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill: '
- Use of fiil is not aliowed 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 pian 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 wail
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 fiil wiil 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 fi,ll,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,cancei,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 wiil demonstrate
I 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 A RNEY BEFORE RECORDING YOUR NOTICE OF C NCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
S ' d d swo ed) e this �cribe d� r affirtned e t is
b
Who is/are p o own m has/have p duced Who islare p n to me or haslhav roduced
as identi ation. as identlfication.
V"l. Natary Public Notary Public
, � �
Commission o. Commission No.
,.•;P4 ,JENE BLACK
Name of Nota l�qr stamped L.JENE BLACK me of Notary typed,p � r I "_d My COMMISSION#FF 2430
'°' ��= EXPIRES:October 20,2019
=:� �.�: MY COMMISSION#Ff 243095 ��' '`'`
±' Ob 20 2019 .�'`oF;;°`''� �nded Thru Notary Pub6c Undarwriters
" ��= EXPIRES;pct er
'�;�;;q4 Bonded Thru Notary Publi�Unde�writers
I - —
,
' " � CITY OF ZEPHYRHILLS
' S335-8TH STREET
� �sis)�so-oo20 17748
� BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
PERMIT INFORMATION LOCATION INFORMATION
Permit�`:17748 Issued: 11/10/2016 Address: 37200 NEUKOM AVE LOT 298
Permit Type: ALUMINUM ZEPHYRHILLS, FL.
Class of Work: ALUMINUM PACKAGE Township: Range:
Propos�d Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feei;: Est. Value: Book: Page:
Cost: � 5,000.00 Total Fees: 90.00 Subdivision: GRAND HORIZONS
Amount;Paid: 90.00 Date Paid: 11/10/2016 Parcel Number: 34-25-21-0180-00000-2980
� CONTRACTOR INFORMATION OWNER INFORMATION
Name: ALL FLORIDA MANUFACTURED HOME S' Name: WEIAND PHILLIP & NANCY
Addr: 36814 TERESA RD Address: 5955 BENZ DR �
DADE CITY, FL 33523-6537 ZEPHYRHILLS FL 33540-8549 �
Phone: (813)714-9364 Lic: Phone: (989)350-3006
Wor,k Desc: 12 X 16 CONCRETE, CARPORT & SHED �
APPLICATION FEES
B ILDING FEE 90.00
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' Ins ections Re uired
FOOTE I FINAL
SLAB I SHEATHING
RAISED SLAB
DRIVEWAY
FRAME I
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
fi�t 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 i
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 pertormed in accordance
�� with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. �
�1 NO OCCUPANCY BEFORE C.O.
� I
'� CONT TOR SIGN��4� RE PERMIT OFFI I
RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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' City of Zephyrhills
� � BUILDING PLAN REVIEW COMIVIENTS �
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Contractor/Homeowner: �� ��
Date Reeeived: 9 ����
Site: � 72� /�LY,�i�.��.'.C�-�`Gv�_
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Permit Type: ,� �� ! ���p�- ���s `
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Approved w/no comments:❑ Approved w/the below comments: �' Denied w/the below comments: ❑
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'This comment sheet shall be kept with the permit and/or plans.
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Kalvin S ' ze —Plans Examiner Date Contra o and/or Homeowner
(Req ' d when comments are present)
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Si ptember 7,2016
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Re.: Attachment Beam(Host Beam)Verification: ',
Serial Number: 76395 �
! Address:37200 Neukom Ave Zephyrhills Fl.33541
To whom it may concern;
The above listed Jacobsen manufactured home has been constructed with a structural attachment
bieam, or"host beam".The host beam design and the home plans are both approved in accordance with
the requirements of the Federal Manufactured Home Construction and Safetv Standards commonly
referred to as the "HUD Code". The design of this host beam allows an attachment (typically sheds,
carports, screens rooms, etc...) to be made directly to the included structural member in lieu of the
typically required "fourth wall construction". Please refer to the serialized floor plan to verify the
location of the host beam.
'11his manufactured home is required to be set-up or installed, on-site, in accordance with the Jacobsen
Homes "Set-Up Manual" and it's "Addendum". Please specifically refer to page SU-01-0008, which
includes site requirements that must be followed in order to attach a structure to the host beam
provided. This page also has the maximum sizes allowed for any attached structure along with the
iequirements for perimeter blocking along the entire sidewall area where the host beam is installed. i�
All site installed structures shall be designed by a Professional Engineer (PE) registered in the State of ,
Florida or as allowed by the Local Authority Having Jurisdiction (LAHJ). The design shall comply with all ,
applicable sections of the Florida Building Code that is in effect during the time of the construction of �
the addition. All attachment designs and construction are by others, not Jacobsen Homes. Any site �
installed structures shall be subject to permitting,plan review,and inspection(s)by the LAHJ.
If I can be of further assistance,please feel free to call me at 727-726-1138.
Sincerely,
� �-,� -,
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, Craig Young '
� �
Director of Engineering
�acobsen Homes
�
File
600 Packard Court,Safety Harbor,FL 34695
Telephone:727-726-1138 Fax:727-726-7019
National:800-843-1559 In Florida:800-282-5389
www.iachomes.com
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DESIGN CONFORMS TO THE FOLLOWING REQUIREMENTS i'' " '
• Florida Building Code 5th Edition (2014) FLO RI DA APPROVAL CODES
•••• TABLE 1604.5 W. o
••• Screened Enclosures - Risk Category I ' . oz
Sun-Rooms/Acrylic Enclosures - Risk Category II ��� rn L,_ ago •
•• Figures 1609A&C - 150 mph windzone (ultimate) APP/SEQ # MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS � •�
•• 1609.4.2 - Exposure Category B - a
•• 2002.3.1 - Extruded Aluminum to have a minimum wall thickness w o r
FL18464-RO Metal Building Products Roofing Metal Roofing Approved -
of 0.040' -
•• Table 2002.4 - Structure Loading Pressure at 150 mph'
p
••• Horizontal (wlnward/leeward) = 31 PSF / 22 PSF max. FLL t ,
••• Vertiacal (screen/solid) = 9 PSF / 25 PSF max. FL12231—R2 St lecrest Inc. Panel Walls Siding Approved •���
• Interior Pressure = 10 PSF max (screen connection failure point) FL16468—R8 Jeld—Wen Exterior Doors Swinging Approved �•�•*.•P0' .'
• Structure designed for use with 20x20 max mesh density. Use ",,, ,��
of a less dens mesh will not adversely affect the structure. FL239—R22 PGT Industries Windows Single Hung Approved
• 2002.4 - Any 1 ft length of vertical memeber is designed for a o Z , .
300# vertical load. Any 1 ft length of horizontal memeber is
N��z=
designed for a 200# vertical load. BUILDING NOTE: o° ooz a
• Table 1604.3 - Maximum deflection allowed' IF BUILDING IS DESIGNED TO SUPPORT AN ATTACHED CAR PORT STRUCTURE.
CONTRACTOR TO PROVIDE INFORMATION FROM MANUFACTURER AT TIME OF
•• Roof members ¢o�=N¢zW� a •
••• screen = 1/60 PERMIT SUBMITTAL OR CONSTRUCT A 'FALSE' WALL/COLUMN(S) AT THE BUILDING.
••• metal/composite = 1/120 'i�qa�= a
��o8 $
• Contractor is allowed to use aluminum alloy 6005T5 and 6061T6 a o
PAN ROOF INFORMATION (FL18464 RO): a _
NOTES: 1. USE PAN ROOF PANELS, 3" TALL SEAMS WITH 0.024" OR STRUCTURAL
1. SPANS BASED UPON CALCULATIONS PERFORMED BY ENGINEER. EQUIVALENT.
2. DO NOT EXCEED SPACING BETWEEN COLUMS (DIMS SHOWN ARE O.C.) WITHOUT WRITTEN APPROVAL 2. FASTEN PANELS TO THE TOP ALUMINUM BEAM(S) WITH A MIN. OF FOUR Ci
FROM ENGINEER. ADDITIONAL COLUMNS CAN BE ADDED OR SPACING/SPANS REDUCED WITH NO #10X1' LONG TEK SCREWS ACROSS THE PAN OR AT 12 CENTERS ALONG ALL ci S •
ADVERSE AFFECT. BEARING POINTS ALONG THE PAN as
3. BEAM AND COLUMN SIZES CAN BE INCREASED IN SIZE WITH NO ADVERSE AFFECT TO STRUCTURE. 3. Maximum Spans'
SIZES SHOWN ARE MINIMUMS. 31. 140 mph 12'6' (zone 1), 10'9' (zone 2 w/o reinforcement) E
4. ATTACH 1X2 EVERY 36" O.C. MAX. SPACING 3.2. 150 mph - 12'2' (zone 1), 10'0' (zone 2 w/o reinforcement) b
5. FASTEN OPTIONAL KICK PLATE EVERY 18" O.C. WITH #10 TEK SCREWS. ~ L4 aa'i eLL t
6. RISER WALLS TO BE ADJUSTED TO FIT FIELD CONDITIONS.
7. IF SUPERGUTTER IS USED, CONTRACTOR TO ADJUST BEAM LENGTH TO ACCOMODATE BUT IS NOT ` a =m
ALLOWED TO REDUCE BEAM SIZE. ' "
8. Self Matinb Beams to be stitched 24" o.c. along center of mating surfaced ,... Z�
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ELECTRIC NOTES: p ' �L w
1. INSTALL AS OPTION OR IF REQUIRED BY JURISDICTION (NOT REQUIRED BY N d O
2. IF ELECTRIC ITEMS REQUIRED: �''�
2.1. USE 12 GA WIRING (MIN. GA), CONNECT TO VACANT CIRCUIT IN MASTER PANE �� t. �_
2.3. IF2.2. S N FLOOD ZONETALL ONE , INSTALL CIRCED LIGHT DUITS A MINIMUM OF MIN. ONE Al2" ABOVE BFE.CLE o � y'/V/ �`
2.4. ALL WORK TO BE DONE IN ACCORDANCE WITH NEC-2011 (NFPA 70)
3"x3"x.045" eq��
WEB THICKNESS: 0.045" \\\\\\\\\\\ 'O •
FLANGE THICKNESS: 0.045" C " ' '''Q4- \i,`il\i --71--
AREA: 0.52 SQ.IN. / cOy /'�, sy �iiiiiiii������� T
OGCC q� iiiiiiiiiiiiii�i
MOMENT OF INTERIA: 0.624 9 ,,,,,,,,
O ����������������
SECTION OF MODULUS: 0.383 ? F� O O Op., rn oo i i,,,,,,
RADIUS OF GYRATION: 0.830 F,� FC�y `°o i i i i i i i i Q M Z
ALLOWABLE Fy(THOUSAND): 13.3 �p��c A4. °o a '`� (U i m i i i i i i i i a t , j
<SC O o Y
2"x4" S.M. BEAM C .F ° iiI:::: iiiiiii y
WEB THICKNESS: 0.045" I q'' Z s V
FLANGE THICKNESS: 0.10" • ••W H!..!.. p j '
AREA: 0.7822 SQ.IN. cS , M y
MOMENT OF INTERIA: 2.002 41, 16
O 0.IUS MODULUS: 595 pan roofing ---------------------------- N
RADIUS OF GYRATION: 1.5598 8' 2"x4" 2"x4" 2"x4" 2"x4" 8'
ALLOWABLE Fy(THOUSAND): 10
r' i0 PO i� ----------------------------
M M N) M ----------------------------
Max, O,C, 7 S1
N
j111I//r/'
#8x9/16'TEX SCREWS
ON BDTH SIDES AT 8"O.C. �,`1 ���j Gt 8i
rYY
FINISHED GRADE Z NEW CONCRETE S(AS.. q• MIN. HOST STRUCTURE '•••(O• .
'a %.a ., , V�•�<v rn �Ocr�p'103 , .
PANEL LLJ
_ QUO
ANCHOR TO BUILDING - O N v' w0 2'--I WOOD-#10X3"WOOD SCREWS O 12'O.C. '� •_ Z -" -
•►NSONRY- 'fX1.S'CONC SCREWS O 24'O.C. '. F cai
ALTERNATE: (4) #t 0x2 SMS thru • • . LL
Purlins: (4) #8x8 SMS beam or post into internal screw , �/••••" �( $�
REINFORCING STEEL OPTIONS: (2 each side) I bosses of puriin or chairrail �• * PRO ��
• 1x #5 BAR (shown) or i i "C" CHANNEL FOR PANELS ` gill .
• 2x #3 BARS Chairrail: I BEAM I _ ETAL ROOFING — /
(2) #sx�(e" sMs OR si o m a
(one each side) i t5 z$ 0 a
NAILING SCHEDULE P 2-.601z�m
CO,l C110N FASTENER NLNMER OR SPAa16 m °- m w
DAM AST 10 91 OR lOP FLAW.TOF MAL N OC Chairrail or Purlin "
AST W BND FACE NAL 1N COM01 3 -4" -4" clip SIMPSON SP2 AT EACH STUD o o? d o (V
1 x2 x2 Aluminum
AST 10 SIL OR 10E NM. N Cd110N 3 attached to beam or post with (2) _ww F o w
M ONO W AST Iff NN.EACH END Id COYYgI 2 8 " $M$ 'U z er d n o:'
DOUBLE 2X TOP PUTE o o c? w_
LEDGER SIRP lid CMLN 3 AT EACH ASf # X e cii 9 a a 8 e 5 O °z
Yx$TUDSATI6'aC <�
bd O LESS SARM TO EA FACE MAL Id C0IMOI 2
00 be 9MROIR TO EA L FACE MAL Id Ca- • 3
9AFLOOR10MgOR BIIDAIMFACENAL lNCOISAN 2 CHAIRRAIL/PURLIN CONNECTION INSTALL TYVEK(OR FUNC11ONAL EQUIVALENT)
SOLE PUTS To Asr OR FACE MAL IN Ca1DN OC TO POST/BEAM TO EXTERIOR TO ACT AS VAPOR BARRIER
TOP ff SO E PLATE m 00 NAL 16d CDN/N0N 2
EXTERIOR SHEETING(NEW SHEETING
5 )10 SOE RA Ill NM. 51 Oa110N 4 CJ
000l0ED SR .FACE MAIL lid C0MOI OC TO BE MIN 1/2'OR 24 GA METAL)
0010.20101'RA FACE MAL 1011 cmem OC
TOP RAiLS.UP AIDjrsi.uD6 FACE NAL - 2-16d(53-lO4 COMM
CONIIAOU5 150 PIECES lid 00101 OC ALMO EA.EDGE
a�lls�O6T5 COINON 3 4'top cons spaced 24 c.c. 2x P.T.BOTTOM PLATE- ATTACH WITH 3'TAP CONS 24'
CONU5u115 KAM W 100 MM. 811 CONI0N 3 OOIMAT EACH STUD MIN.DISTANCE BETWEEN EARTH AND TIMBER IS 6'
OI5D LAPS DYER P FACE NM. - 3-lid OR 1-1011 OM SIMPSON SP1 "b 0, u
COLN 30615 W PARMILE1 FACE NM. - 3-16d O 4-lOd CpMQI
RATTER 10 PLATE.TOE Nit Id COMMON 3
9tAtE 10 EACH SRO t PlATE.FACE NM. Id COMMON 2 4'OR 6'SLAB JFINISH ADE I
C '
Al O LESS 9FAIIMIG 10(4041(0140.FACE NAL ad - r I
010 Al SEAM ID EACH FACE NM. 51
IM OO5Na1 3 6 MIL VAPOR BARRIER i0 ' °D
RU.T-W IP(10(0 SROS led CORGI 24 OC C
BAT-IP GAGERS MD 1(105 00 VISE MOdGERS 2Dd COBOL OC AT 100 AID 1)01101 ND fi u
SPAGG9ED 2 ENDS AT EA ffI10E CLEAN POISONED AND COMP. W tC1 z°
SOIL COMPACTED TO 95%MODIFIED t.
slum A E RA 00 NM. led C 2 EA01 D 0I) ASTM D1557) 2X15 E
RNKS IN COIDN 2 EAGI PROCTOR BARS EVENLY SPACE,MIN. 2'COVER
SOLORGI 8" v.i
ROM SINICIAAL PAM.SLHLDaMIG Id COBOL MUL41 CM 06(0005 AID
.7 SPNLill rr0MEmEUAIE MONOLITHIC FOOTING/WALL SECTION (storage room) b v
ROOD SMICRAL PAM.95RLOONG N CORGI ON Id AMI SA OC EDGES MD •�+
19 STORY
-3/4' Ot SR1AL WO 12'OC IN lETO EOA a/E SECTIOIJS ONLY ,O
0000 SMICL5UIL PAIR 96LOOMIG lid COMON O OC EDGES AN ` cr✓�"
r,Mff Id 55511000 551.1)1 r OC MIEWFD AIE
ED)504101.51.PAM.95ROOMIC 16P8 OILY WAE sDPLEs, OC EDGES AND
.7 3j00 01(0014.1-Sff LOIG 1.00 111041�IA1
1000 SB5ICIAAL PAM.901.00110 ls""OILY OE Sl01 2-1 OC EDGES NO
19 3,0001 GAOML 1-5 LOM 1:CC DIIE TE
100)51510155.PANEL Tuff!WALL SEALING "-xlb bdw
ND PAR5a2BOM1O sfY1WM0 N COMM(WAW r OC EGOS AND
lit OR LEss N CORM r oC MIEIBBEOIATE
WOOD O
SMI IOAI PANEL ROOF!WALL 9EA1IMD «ua..o.bra roofing system Or
M P107aEBp5D 9EA110 Id 001101 (cc ED4]AND foam core or metal roofing
19 (501.401 (CC MNMIEDIAIE install 2'x2' stitched 24' c.c. for first 3 ft
N00D SIRICRss.PANEL Ruff a WALL siA71MD «!a seb Wa Oa el! ki
anwAID PAR5EA11MN Gull LENOM OF r RMS s CC OGES AIO from end (zone 2 pan roofing only) use /10x1.5'5/16'-1 DIm=OF P5ML r OC MERID6ITE 2x beam assembly N
WOOD$15101.51.PANEL NOW WAL
L 9EA1INC
NO PARRMMM 1EAING GLOM Lam 00 1'RIB f CC EDGES AND 7 I "0 through bolts with
19/3'l-3/4' 11100(55 OF PAM. 1000 MEIMEDYITE 2x beam assembly' washers and vinyl nut -.--4 co
10510055 StAiIIO Id - Cp alpsaN snmo CY3
1 AEg1AR NM.1-1 Li if 7 S'LEAD 1f DO AT 0110000110 N7 siws V EIk51Cd51 01.48110 Id 0111(5
1/00304101045. NM.1-lit Li 7 6'LEAD (CC AT O1O1NMD lLV.90110 Y CC 1)0005 MI) us ro w C.Q �
OILY. 10 3'0011)005 MI) 7
25 SMICMRAL NM.1-34'Li I7 1(10 r OC AT OVER ffAIMO NOTES' • W 2
1-10 r OC AT onm 1(155LONG1. 2. FASTEN PANELS TO THE TOP ALUMINUM BEAMS) WITH A MIN. R.n Z t W
7r
FOUR *10X4' LE TEK SCREWS ACROSS THE PAN 1 AT 12' O E O
AT CENTERS ALONG ALL BEARING POINTS ALONG THE PAN, OR PER
7/IS'LEAD r OC M 0110 1(0101 MANUFACTURER RECOMMENDED METHODS (USE MOST STRINGENT) N t
2. THIS STRUCTURE IS NOT DESIGNED FOR SAFE HABITATION BOLT(5/h
ASS C 544 r OC ON WALLS DURING STORK EVENTS HEADER DETAIL
optional Jornn to so Dow eonn.et«.v""' N
M
ASM C SI4 r OC ON WALLS uru w"xecrw"a wn eua w u HOLE EDGE
- „�„ x DISTANCE:>5/8"
SIM pA ff.O9r NO A ML 1r OC AT 1OF MD 901T01 EDGES PLACE (2) #12X3/4 °z HOLE DIAMETER
HEAD Mk W.W.v/1-1/!IN uP To '-a• z z.c DDEEPTH <1/411 ' <2/511
PEIEIRAWDN I�SND SMS ON EACH SIDE 3'-5'TOY 4' 2.2'x8' I SINE STUD .1110001)LW _ OF BRACKET s-v ro e'-c• z-z•x it 1/3
91011(IA.00.01)5'NO A I t 1r COAT 11P AND 1)11(5 1)11003 POST e'-r ro z-s• z-z•x z• SPAN ONLY HOLE DIAMETER
ff10DLAff24o' "x3' TAPCON OR WOOD HEADER SCHEDULE <3/sd
91011 pA ff AWf AIO A IML EQUNALENT DOUBLE STUD
IFAD 1 ff�, x111 1E Ig AT MIN. TWO PER POST 2 NOT TO SCALE H(XF EDGE
STUD DISTANCE>5/8' s
sWM 0L OF OAf AND A MN. (410.41 EDGES 5D if CC AT PlATE H
IEAp OyL OF» ►� POST BRACKET Figure 3.3b Stud notching E CPT-1 r t N
«Terwsld=WmalbddW69to W" Abe m and boring limits. T
POST TO SLAB CONNECTION N
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Installation Instructions: Attachment Details Walt Width - b o
I i
Tatxe 1:Allowable Pressua ' B =Allowable Pressure''(psf) SPF w000 FRAt114ci SPF MOOD FPAtf K V •�
Typical 18'(xr cm•) tit"oC(1YP.) 0Q T
Product Name Mdltloml Product Profile Thickness Nails' Staples' ii
tln•1 -- C w r z°LL
18'oc 12"oc 8"oc 16"oc 8-oc
Carrington Arington Cdledkxn 04 0L506 0.048 82 — D
188 60 117 = CX C t woo ) £~. - Collection or Hampton Ridge ._v.~v..
T-111. OSB, or d ,Q
49 psf,12•oc
DuraSpan DS sheathing _ — ___—
(vertical Premium
application) T4
sheathing _____— T-111, �' OSB, or �' (tyvek, 30ti felt,
D4,DL4 120 — 170 78 — Wall Helejht =__________ CDX (plywood) peel and stick
Fairfield Alpine Ridge or 0.044 naterinl, etc)
Rldgexiew win.S�t4C
D5,DLS 59 — 122 59 — -- 11015R1RE BARRIER
(tyvek, 30* felt, peel
and stick material, etc)
Fairfield Select Lexington Series Beaded 6.5 0.044 74 — — — —
Beaded Siding - VINYL SWIG
Fairfield Select Lexington Series Board and
Board and Board and Batten Balton 0.048 50 — — 45 —
Batten FAQ
Spiegel Grove or D4,DL4, (SEE NOTE 5
ar Hbour Crest Addison Heights or DL4.5,DL5, 0.040 74 — 174 108 — BELOV AND N fn
Sprig Creek T3.33 165
CHART TO LEFT) a �
M I
InsulSide FoUr Comeasons or 04 DL4 S 0.044 — 71 — — — n - - O J Q
• InsulSide Four Seasons or 06 0.048 80 — 163 65 133 4J C Y LL O
ComfortCIad SECTION B-8 ' fA Z
Bristol Bay or 04 120 — 170 78 — 1. The product illustrated satisfies the requirements for the Florida Building Code 51hed.(2014)NOT Including HVHZ. Z Q
Oak Harbor Maplewood DL4.5,05, 0.042 O 1—
• DL5 59 — 122 59 — 2 The installation drawings depicted are in accordance with the Florida Building Code and the manufacture's C >`
installation requirements. , >"
TlmberrNll Log Rustic Ridge Log cabin 1-
Cabin Panel Cor g Board(56.5) 0.042 100 — — — — M ) Z
3. The products must be installed over a minimum 7/16'wood structural panel sheathing(Plywood or OSB)with an N
04 100 — — — — approved weather resistive barrier placed under the siding
TlmbermiN — 0.042
a7 n — isz — — 4. Flashing must be installed as necessary at all openings,penetrations or abutments of dissimilar materials as
required by the Building Code.
• Timbermii 57 psf,I0•oc into OSB
(vertical — 05 0.042 sheathing — —
Icatlon 5. Wood framing installations are assumed to be 2X S-P-F(G=0.42)or denser.For installation into wood framing use
• 1-1/2'long 11 Gauge roofing nails or 7/16"X 1-12'long X 16 gauge staples
'Aloable pressure determined in accordance with ASTM D3679-06e.Accorsngy,allowable test pressures were calculated using the following 6. The fastener must be able to penetrate not less that%inch into the framing or furring.A 1/16 to 1/32-inch space s
equation:D,=P,/(0.36X1.5),where P.is the average static test pressure. shad be between the fastener head(nail or staple)and the face of the vinyl nai4ng hem,so as not to restrict
'Allowable pressure applies to the sling only.The strength of the stmdlral sheathing,frarning,and the withdrawal strength of the specled correctorsE
in the structural framing must be designed in accordance with accepted engineering practice by a registered design profeseiaxd.
movement due to expansion and contraction. E VS-1
3 Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of In tallellon. N
Double stapled at 16"cc has a Design Pressure,DP,of 165 psf. 7. Corrosive resistant fasteners shall be used. o
FASTEN HANDRAIL � ,`l-�*
PER MANUFACTURERS I , rn ��•. a� r
INSTRUCTIONS z w m W
I1"MIN TREAD WIDTH Nom'• W a
91/2"MAX TREAD HEIGHT •
'X46'X4R" PRECAST 34" TO 3S" 4"MAX BETWEEN PICKETS i •-•..•....•• ��'
-, PRA
4"X4"X 16" PRE GALS TREADS wC/EBAR ftft a�=� oWTO38" ° a zNMEIOHTVAIULrS J wYPICAL STEPS Vtmi PR OVER 30"HIGH =o o~w<jocOi3¢ O
E CASL.TR1cAD5 1WD U►NOITlG • REQUIRES A
36"GUARD
iwL 136" MINIMUM WIDTH •�
RAISED SLAB PER 4'r SLAB IN THE CLEAR STAIR OPENING .
, SITE SPECIflC PLAN AND mq
ENGINEERING CO STRUCTION DETAIL SHEET r I�
4"X4"X 16"SPLIT BRICK E
omm
FULL MORTOR BED
TYPICAL CONFIGURATION AND CONNECTIONS
STANDARD RAILING TO o,p cW I
RAISED CONCRETE DECK AND STAIRS
4"CONCRETE ON COMPACTED
ATTACH 4"X 4"WOOD POST TO
• EARTH FILL W/6X6 10X10 W.W. PORCH FL- - OOR W/SIMPSON 114
MESH OR FIBERMESH. 6 MIL BC 40 Z BASE FASTENED TO
VISQUENE VAPOR BARRIER SEE PLAN SHEET Si POST W/SD# 10 X 1 1/2"
&TERMITE TREATMENT RAISED BRICK WALL CORROSION RESISTANT
USE 2500 PSI CONCRETE MIN FASTENERS-FASTEN TO
FLOOR W!(4) 1/4"X 2 1/2'
TAPCONS
Z
N YEW RAISE)SLAB 0
: + w < w N Q
w_ dto
cn a M O
8's o z M5REBA2IIENTDYER OZ C9 LL
a 24-INTO SI.AS ` g C J Z
a LL
W CG wuli
' -
16"- I 6• MAX / , tO II Ii
N N
M d Q 1
8"X16"MIN FOOTER W/(2)#5 a
•
REBAR CONTINUOUS SPLIT fl UK 1r WALL 11 SECTION ELEVATI O N
(OPTIONAL 12"X16"DEEP MONOLITHIC HAWWWL MST TO 0EcX COHNEL'1}0N
BELL FOOTER W/ (2)#5 REBAR CONT
25"LAP W/6"PENETRATION • II ______ •
S
SEE PLAN SHEET S1 FOR STAIR, E
• LANDING,HOME ORIENTATION T ST-1
N
O