HomeMy WebLinkAbout13-13857 � ' CITY OF ZEPHYRHILLS �
5335-8TH STREET
(sis)�so-oo20 13857
BUILDING PERMIT
Permit Number: 13857 Address: 5614 12TH ST
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-10500-0150
Improv. Cost: 5,930.00
Date Issued: 2/14/2013 Name: SIMMONS, BRANDON & STEPHANIE
Total Fees: 97.50 Address: 5614 12TH ST
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542
Date Paid: 2/14/2013 Phone: (813)778-6951
Work Desc: GARAGE 20 X 25 W/ SLAB CONSTRUCT
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SHEATHING
FINAL �
REINSPECTlON FEES: Reinspection fees wili comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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 Applicadon.All work shall be performed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
ONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �Y���� ��/�'�� �
Date Received: � / / 3
site: �S�G l7` ` 2� `� /
Permit Type: � ��� a-`�� � � ��'✓
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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Kal ,in Switze � lans Examiner Date C ntractor and/or Homeowner
` (Required when comments are present)
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813-780-0020 City of Zephyfiills Permit Application Fax-813- 0-0021
Building Department �--- _��
Date Received 2-- � � Phone Contact fo�Permfttin �� -- � S
�'� �3 r 3 -�' ' ` �'
Owner's Name d�/ -� i ner Phone Number '
Owner's Address '��` �� � �O� r Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee 3imple Titleholder Addresa
JOB ADDRESS S��? /� � � ,� `I t'( ,J ..` � LOT# C�
SUBDIVISION �— PARCEL ID� ��'Zro��, T L���� �� ��S6� ' ��S(S
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR 8 ADDlALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL �
DESCRIPTION OF WORK ���K Z S G�irv�t'�
BUILDING SIZE Z�,h � S SQ FOOTAGE � ��J HEIGHT I�G
[�]BUILDING a ��3 b r c^ VALUATION OF TOTAL CONSTRUCTION
.
QELECTRICAL �� AMP SERVICE Q PROGRESS ENERGY � W.R.E.C.
QPLUMBING $ �/���/�
� � ✓
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATIO ���
° 2 s� ✓ �
�� , I, �p�
QGAS Q ROOFING Q SPECIALTY Q OTHER r�J-�'"�l�r/f""/
� ��r
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO(��
BUILDER - � �� COMPANY G>rL-
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Address ��„ Z��sr`•.G.e ` Js3 License# �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREt� Y/N
Address License# �
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
MECHANICAL COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)wortcing days after submittal date. Requfred onsite,Construction Plans,Stormwater Plans w!Silt Fence installed,
Sanitary FaciliUes 8 1 dumpster,Site Wor1c Permit for subdivisions/large projects
COMMERCIAL AtNach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new wnstructlon.
Minimum ten(10)working days after submittal date. Required onsite,Constructfon Plans,Stormwater Plans wl Silt Fence installed,
Sanitary Fadlities 8 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet complfance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"•"'PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out applicatlon completely.
Owner&Contractor sign back of applicadon,notarized
If over SZS00,a Notfce of Commencemerrt la requlred. (AIC upgrades over 57500)
•• Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Applicatlon Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/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 ta 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 Resou�ce 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/Sewe� 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 Depa�tment of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owne�", 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 ail laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
ce�tify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress 8ayheads, Wetiand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative ServicesJEnvironmental Health Unit-Welis, 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 ad}acent
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 flll, 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 requfred for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not spec�cally 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 fo�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 IMPIZOVEMENTS TO YOUR PROPERTY. tF YOU INTEND TO OBTAlN FINANCING, CONSULT
WITH YOUR L DER O AN ATTO EY F E R ORD G YOUR NOTICE M ENT.
FLORIDA JURAT(F.S. 117.03) �
OWNER OR Af3ENT CONTRACTOR
Su s ed and s to(or a rmed)b�re me thls Su cxi and swom to(o tflrmed)before e th s
!�� bY�i r ,n��-, , rn m�s bY �nr�.� -�`-�,���s
Who ls/are , onal y kno to me or has/have produced Who is/are ersona y no to me or has/have produced
as identlflcaBon. as idendfication.
1/D �� Notary Public ��-P�� �"' �"+ Notary Public
�Q.�P�y�,s COLLEEN STROTT
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1
DISCLOSURE Smn.��NT .FOR OWt�R
CITY OF ZEPHYRIi=I+I+S BZ72I.DING DEPARTMENT
_, ���.���h i � � / m y�.�0 v� 5 have read arsd fully understand and
agree �to e provisz.ons of 'this instrument•
The undersigsied states and affirms that he or she is desirous of constructing,
r�ovating, adding to or seroofing his or her own domicile, •that he or she
actually occupies, or will occupy by said domicile, and same is not for
•rent, lease or sale. That he or she shall comply with the followiing conditioas:
1_ Triat the owner and.he or she alone sha11 act as -t-1ze builder for a11 phases of
constrtiction.
2. That the owner will comply with al1 provisions of �the City of Zephyrhil'1s
ordinances and codes pertinent to the buildiag.
3, That in the event various phases of construction are subcontracted, he will
angage only properly licensed subcontractors and will pessonally supervise
such work.
q, That in the event the Suilding Inspector shall rec�,;re corrections to be made,
the ormar will assume full responsibility to insure •they are made, and upon
completion will ca11 for a rpin�ection before proceecling vrith the building.
5. That the owner sha11 assume full responsibility for the constsuction aad wi11
not axpect_ suppsvision of his work from the City .of Zephyrhills Huildi.ng
Depart�t�t.
6. That prior to final inspection any additional fees, including reinspection
feas, must be paid ia ful1. A written raquest from this office sha11
constitute an official notice -to pay additi.oaal fees•
7_ That the owner sha11 comply with al1 City, State and Federal laws ia regaSd to
social security, workman's compezisa't�-cn, lien laws, etc. , where applicable.
8. That the owner slzal.l comply with a11 the safety codes issued by the Florida
Zadustsial Commissioa.
9. State 1aw rec�,;res construction to be done by licensed contractors. You have
applied for a permit under a=s exemptioa to that law. The exemption allows
you, as the owner of yovr property, to act as your own contractor with cert=in
restrictions even though you do not hane a license. You must provide clirect
onsite supervision of the construction yourself'. You may build or improve a
one-family or two-f'amily resideace or a fazm outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $25,D00.
The building or residence must be for your own use or occupancy. 2t may not
be built or substantially .�proved for sale or lease. If you se1:l or lease a
building you bave built or substaatially i�proved yourself withirf 1 year after
tlze construction is complete, the law will presume •that you built or
substanti.alZy improved if for sale or lease, which is a violation of this
exemptz.on. You may aot hire an unlicensed person to act as your contractor or
to superPise people working on yovr building. It is your responsibility to
make sure that people employed by you have licenses re�,;red by state law and
by county or municipal licensing ordinarices. You may not delegate the
responsibility for supervising work to a licensed contractor who is not.
licensed to perform the mork being done. Ariy person working on your building
who is not licensed must work under your dirsct supervision and must be
P�Ployad by you, which means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensatiori for that employee, a1I as prescribed by law.
Your constructi.on must comply with a11 applicable laws, ordiaances, building
codes, and zoning regulatioas.
�WNER'S SIGIiATt7RE I DATE �/� `��/��.
�DxESS 1'' at� �e • r �1 G�� 3 3 - 3--
PHONE - �f G^ �
W2TNESS PERM2T #
. �h� �e � �� sy��� �s -
' ,� B�k Ia s � ������������������������������������������������������������
�� �c+94 PG 6�s`s seiaeseeaa
Pertrnt Na. Parcel ID No /l����"oo�6 -lo S� -a�SG
NOTICE OF COMMENCEMENT �-- - ,
State of �/o r"�ry�� Caunty ol �a Y[' n
THE UNDERSIGNED hEroby giVES notke that improvEment will be made to certain real propeny,a�d in accorOance wlth Chapter�13.Florida Stalutes.
the tollowfrg information ia providetl in this Notice of Commencement:
1 DescripGon of Property Parcel Identification No. II-ZC�'ZI -a�R�' �A�6d' Q�sa
StreetAddress: �o l T ���� ��r'�`y �e��yrG.i 1�r7 f�� 3>���
2, General�escnption of Improvement �v/� ��/ Q 4rQ4e
3. Owner Informatio�a Lessee intortnalion i(the Lessee contracted for the improvement:
r�.y, � '/ �� Ze��vr�� �ts / �35�
S/r� /Z meSTr CL" ��y State
E�
Address �a 6/•
Interest in Property: � . -- - -- ,
Name of Fee Simple TiUeholder R�pt;14g3906 R�e: 10.00 _
(I!ditferent from Owner listed above) OS: 0.00 IT: 0.00
�j � � / ,02/01/13 D. Bonllla, Dpl.Y Clerk
�d�$ - State
� Co�Uactw' P f-�N�'6'L� �t Ih s-�- T
5Gr�F "8�1 t� Sfir�-f- Z �r� l(S �/ 33 S`��-
�a�sg State
Conhaclor's Telephone No.. ��3-��o-z9 xS �y�'� � *
"�`'`G ° �� 7�
5. Surety: �
Name '
Addresa
�ppULR 5 0'1'lEl��Ph �PQSCO CLERK L COFIVTRO R— �, w�, � ���
AmountotBond: E '02/01/13 �2��j+� p�°fi��Q - _ � '- !C '�� �,j
OR BK j J � � � + �
6. Lender � ti
Name �
Ciry Slate '� `� �
Address �
Lender's Telephone No.
7 Persons within the State of Florida designated by the owner upon whom notices a otlier documenls may be served as prowded by ��� � •'��
Seclio��3.13(t)(a)(7) Florida Statutes: * �* *
Name ~ W Y
3�4[o sR �/� Z ��r�i,��� �/ 335� c¢i� � � �.� '
State Q — � �
Address J
Telephone Numbet of Designated Persan: � ��� ��� ��,� � Z (=j O ~ �
J N �
Of_� �U` � � W H
8. In addition to himself,the owner designates
to recelve a copY of the Lierwrs Nolice as proWded in Seclion 713.13(7)(b),Florida Statuteso � = Z � �
Telephone Number of Person or Entiry Deaigneled by Owner: � ¢- � Q
zsad � �rl
g. Explration dale of Notice o(Commencement(the expiretion date may not be be�ore the eanpletion of construcGon and N�al paymenl la th
conlractor,bul wlll be one year from the date of recording unless e dlRerent date ia speciRed): � �. y- � �
WARNING TO OWNER: ANY PAYMENTS MAOE BY THE ONMER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMEN'fj� �_ !1 LL' Y
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CA� c� rJ � �
RESULT IN YOUR PAYING iWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 8 =" iJ J Z
RECOROED AND POSTEO ON THE J08 SITE BEFORE 7HE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSUL Q} � m � LL.
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMEMT U
� w� a � � _i
Under penally oi perjury,I declare that I heve read the foregdng notice of commencement and that tl�e facts slatetl therein are true to the besO � � O = Q�
ol my knowledge and bellef.
STATE OF FLORIDA � Q Q � �
COUNTY OF PASCO COLLEEN STROTT Si ature of Owner or Lessee,or fs or Lessee's AWhonzed � �. Z O �/�,� (n
O Kcer l Direc lor/P a rtnedMana ger iU V) Q J (�y1_J Q
� yNOTARYPUBLtC F� � W � Z � 1
o , _STATE OF FLORIDA ,., � F--
°: '. Cofnm#EE1370b0 Signa�T�llelOffice F" = fY Z d �"
E s� Expires 10/10/2015 � F� ~ O � � �
q� �rZll�n�{rm siY1�(Y+�nr
The foregoing inst�ument was acknowledged before me this 0(.J day of�j�20�,bN
es �� M-�� ((ype ot authority,e.g.,oKcer,trustee,atlamey in fact)for
(na of arty on�ha�lt o�t wh._o�m instrument wes ezecuted).
Nota Sf nalure������ ``"'° �'
Personally Known�4R Produced Itlentificatian❑ �Y 9
Type of Identification Produeed
Name(PrinQ �0������'�
wpdata/bcs/nolicecommencement�c053048
❑ BOX EAVE FRAME RAFTER ENCLOSED BUILDING ROLL-UP DOOR SWINGING DOOR
(Sheets 2,4,5,7,8,9,and 11) (�applicable) (As applicable)
I--6' FLASHING
FLASHING --
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN
TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF
SCALE.1l8'=1' SCALE.118'=1'
❑ BOW FRAME RAFTER ENCLOSED BUILDING ROLL-UP DOOR SWINGING DOOR
(Sheets 3�4�s�7�8,and 10) (As applicable) (As applicable)
I FLASHING
I�6'
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN
TYPICAL SIDE ELEVATION NPICAL END ELEVATION
SCALE.1l8"=1' SCALE.1/8.=1'
METAL FRAMING AND SIDING PREFABRICATED BY INSTALLATION PLANS AND DETAILS FRAMING AND FASTENER
BENNETT BUILDING SYSTEMS,LLC
1660 DIXON AIRLINE ROAD SPECIFICATIONS METAL CARP(�'���[6'�����p��W��.��r1LL
AU�USTA,GA 30906 FOR CONSTRUCTION IN THE STATE OF FLORID EU�j�"j�f����.��,�,,���kzD�BUILDING
�'ODE NATIONAZ EL�C��C��DEA
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF PREPARED BY• �
BECHTOL ENGINEERWG&TESTING,INC.AND J&B BUILDING BECHTOL ENGINEERING AND TESTING,INC. CITY OF ZEPI�'j�jjLL�O1�jNA�iCES�
SERVICES,INC. THESE DRAWING MAY NOT BE REPRODUCED 605 WEST NEW YORK AVENUE
WITHOUT THE WRITTEN CONSENT OF BECHTOL EN�INEERING DELAND,FLORIDA 32720
&TESTING,INC.,AND J8B BUILDING SERVICES,INC. Certificate of Authorization No.5492
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED GENERAL NOTES: ��'���a�1,�4�'
BY THE UNDERSIGNED PROFESSIONAL ENGINEER, �> .., ����
1 RISK CATEGORY I OR II. �rt'� _���
AND ARE IN ACCORDANCE WITH THE i`� t j�lY •� /
2. WIND EXPOSURE CATEGORY B,C D. �,
REQUIREMENTS OF SECTION 1609 OF THE 2010 �'��'� �rt,�j���' -�/
3. ULTIMATE WIND SPEED 115 T015�, I . �jV SP��D�
FLORIDA BUILDING CODE. THE PLANS ARE VALID �� '��1�E''4�FPH):'
UNTIL THE NEXT REVISION OF THE FLORIDA MAXIMUM RAFTERIPOST AND END POST SP CI ,
BUILDING CODE. 4. ULTIMATE WIND SPEED 151 T0180 MPH(NOMINAL WIND S .�7 T0139 M
��11I I I I II��� MAXIMUM RAFTEWPOST AND END POST SPACING=4.0 FEET � ��
5. AVER,4GE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS,AN OSTS(INTERIOR OR
BECH� Q�1 � �TING,INC. END)=61NCHES.
605 wE �E '� /� 6. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY T014 GAUGE
Cert�� � ,$ � ��.* % STEEL TUBE RAFTER FRAMES.
_ �v � � 7 FASTENERS CONSIST OF 114"-14X3/4"SELF-DRILLING SCREWS WITH CONTROL SEAL WASHER.
/ SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS,AND ROOF SLOPES
� .�t /' � / OF 14°(3:12 PITCH). SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY
��� � „� 8. GROUND ANCHORS REQUIREMENTS ARE 1�EACH CORNER AND ONE EVERY OTHER INTERIOR
Floride�ce t N�o.38538��P Q� � RAFTER POST LOCATION,AT A MAXIMUM OF 10'O.C.,AND BOTH SIDES OF OPENINGS WHERE BASE R,41L
IS ABSENT
/� , FLO,�'� ��� 9. GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION.
�� �OL ENG/NEER/NG
_ TEST/NG, ;,,�. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
CertKwte of Authoriza6on No.5492
FIELD: CHECKED. JFj DATE: 8—�CJ_12 PRO�.No. G 10132
o�WN: RR APPROVED: TB S�^�E. NOTED SHEET 1 OF 11
26 OR 29 GA.GALVANIZED METAL ROOF AND WALL PANELS FASTENED LENGTH VARIES DEPENDING ON
TO RAFTERS AND POSTS WITH 1/4'x 1"SDF's WRH CONTROL NUMBER AND SPACING OF RAFTERS
SEAL WASHER�AVERAGE 6'O.C.SPACING
� 12
2 a3
24"i6 GA U-CHANNEL BRACE
FASTENED TO RAFTER N7TH
2-1/4'X 1"SELF-0RILLING � SEE NOTES 2 AND
SCREWS AT EACH END i 3(PAGE 1)FOR
(4 PER BRACE) w MAXIMUM
SPACING
0
�
Z 3
Z 4
TYPICAL RAFTERlPOST FRAME SECTION TYPICAL RAFTERIPOST FRAMING PLAN
SCALE:1/8"=1'
SCALE:118'=1'
TS 80X EAVE RqFfER
NIPPLE TO 3116'
RAFTER
/
/ MINIMUM 6'LONG,MIN�MUM 14 GA,TS
24'i6 GA U�CHANNEL BRACE NIPPLE.SECURE W�TH 41l4'x 1'SDF'S
// OSRTO T RAFTER POST)
g� � 48'16 6A ULHANNEL BRACE
(8'T014'RAFTER POSn
o� NOTE:NO BRACE AT END WALL. TS RAFTER POST
SET BRACE AT 15T PQSTIRAFTER NIPPLE TO 3116'
CONNECTION FROM END WALL.
(SEE BRACE SECTION) BASE RAIL TS CONTINUOUS BASE RAIL
/ MINIMUM 6'LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE POST TO NIPVLE WITH
°� 4 714'x 1'SDFs
TS RAFfER POST
BOX EAVE RAFTER/CORNER POST RAFTER POST/
� CONNECTION DETAIL �,,� BASE RAIL CONNECTION DETAIL
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BECHTQ� INE�INC�i4 ES7'� ,�C. �
605 WEST.ME K AVENUE 'Q'� �
DELAND,p�R 72Q Q♦ � i6GAUGEU-CHANNELBRACE
CQ � Q.����` Z_��q• FASTENED TO THE LEG AND
' , , J�J� SEL-0RILL NG SC EWS AT
/ — \�` EACH END(4 PER BRACE)
�
Flonda LBenst No.38538'�����1��,``` BRACE SECTION
Not To Scale
BECHTOL ENG/NEER/NG
ANDTEST/NG, ;n�. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
CertHicate oi Authorization No.54g2
FIELD: CHECKED:
JP o"TE: g_15-12 PROJ.NO.
oR^^�'N: RR APPROVED: T� S�A�E: G10132
' NOTED SHEET 2 OF 11
� 26 OR 29 GA.GALVANIZED METAL ROOF AND WALL PANELS FASTENED LENGTH VARIES DEPENDING ON
70 RAFfERS AND POSTS WITH 114'z i'SDF's WITH CONTROL NUMBER AND SPACING OF RAFTERS
C SEAL WASHER @ AVERAGE 6'O.G SPACING
,z
i �3
3
24"i6 GA U-CHANNEL BRACE
FASTENED TO RAFTER WfiH
2-114'z 1'SELP-0WLLING � SEE NOTES 2 AND
SCREWS AT EACH END c7 3(PAGE 1)FOR
(4 PER BRACE) = MA7(IMUM
w SPACING
0
�
2 3
3 4
TYPICAL RAFTERlPOST FRAME SECTION TYPICAL RAFTERIPOST FRAM�NG PLAN
SCALE.118"=1' SCALE.118'=1'
NO SCREWS TS BOW RAFTER
REOUIRED
IN BOW BEND
5'
/ MINIMUM 6'LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE WITH 4114"x 1'SDF's
c 24'18 GA U-CHANNEL BRACE
(5'T0 7'RAFTER POST�
'�s 4�8'i6 GA ULHANNEL BRACE TS RAFTER POST
� r �, (8'T014'RAFTER POST) NIPPLE TO 3A6'
c, NOTE:NO BRACE AT END WALL. �E�� TS CONTINUOUS BASE RAIL
SET BRACE AT 15T POSTIFtAFTER
� � m CONNECTION FROM END WALL.
(SEE BRACE SECTION)
/
I j MINIMUM 6'LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE BOW RAFTER AN�P0.5T
TO NIPPIE WITH 4 114'x 1"
SELF-0RILLING FASTENERS
TS BOW POST
BOW RAFTERICORNER POST RAFTER POSTI
CONNECTION DETAIL 2 BASE RAIL CONNECTION DETAIL
1 Not To Scale Not To Sca�e
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BECHTO I�EE AND TF,STIN
605WESTNE*hY AVEN � �C � � 16cnUGEU-CHnNNELBtuCE
DELAND,FL� 20 � � fASTENED TO THE LEG AND
� � 2-114' qq�R,WRH2-114'xt'
Certificate No.549 ��
/ , �, `Q♦ � SELF-0RILLINGSCREWSAT
EACH END(4 PER BRACE)
. , F�,4�`" /
Thomas Bechtol,P.E. � �� BRACE SECTION
Florida License No.3853���i ���` NotToScale
BECHTOL ENG/NEER/NG J&B BUILDING SERVICES, INC.
AND TEST/NG, inc.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
CertMlcate oi Authorization No.5492
FIELD: CHECKED: JP DATE: 8-1CJ_12 Pao�.NO. G10132
o,�,WN: RR APPROVED: TB S�^�E: NOTED SHEET 3 OF 11
BASE RAIL ANCHORAGE OPTIONS
INSTALL 1/2'x 6'EXPANSION ANCHOR
THRWGFIBASE RAIL WITHIN 6'OF EACH
RAFfER POST ALONG SIDES
INSTALL 12'z fi'EXPANSION ANCHOR
THRWGH BASE RAIL WIiHIN 6'OF EACH
RAFTER POST ALONG SIDES
MINIMUM 2-1/4'EMBEDMENT
MMIMUM 1-1M'EMBEDMENT
��Z, rf � �
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MONOLRHIC CONG FOOTING(1500 PSf MIN.)
CONTYJU W S 4'CONCRETE PAVEMEM
REINFORCED WITH 4 q5's CONTMlUW S
�� CONCRETE MONO. SLAB BASE RAIL ANCHORAGE �p� CONCRETE SLAB BASE RAIL ANCHORAGE
`�M Not To Scak `�� Not To Scale (OPTIONAL-OVEN CARPORTS ONLI�
CONCRETE.
Concrete Shall Have a Minimum Specified Compressive Strength oi 2500 PSI at 28 Days.
r wasri�s
COVER OVER REINFORCING STEEL rs cor+nNUOUS ease ani�
For foundadons,minimum concrete cover over reinfordng bars shaN be:
3 inches in foundafions where the concrele is cast against and pertnanently in contad with the earth a exposed to the earth TOP OF ASPHA�T PAVEMENT
or wealher,and 1-1/2 inches elsewhere. Reinfordng bars embedded in grouted ceps shall have a minimum dear distance of OR GROl1ND SURFACE DRILL SJB'HOLE THRWGH THE
1/4 inch for fine grout or 1/2 inch for coarse grout between reinforcing bars and any face of a cell.Reiniordng bars used in BASE RNL AND SECURE TO
mason walls shall have a mason cover mdudin ANCMOR EVE WITH 12'DIAMETER
ry ry (' g grout)ot not less than 2 inches for masonry units wRh face exposed to THROUGH BOLT
earth or weather 1-1l2 inches for masonry uniGS not exposed to eaM or weather.
REINFORCING STEEL.
The reinforcing steel shall be minimum Grade 40. EyE a�cHqt
5l8'R00 30'LONG
GALVANIZATION: vnn+oa�a•HEtix
(SEE NOTE 4,PAGE 1,FOR
Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in SPACING REOUIREMENTS)
accordance with ASTM A 153,Class B-2.Metal plate conneclors,screws,bolts and nails exposed directly to the weather
shaA be slainless steel or hot dipped galvan¢ed.
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
1. All reinforcement is bent cold;
2. The diameler of ihe bend,measured on the inside of the bar,is not less ihan six-bar diamelers;and
3. ReinforcemenipartiaNyembeddedinconcreteshallnotbefieldbent. �^� GROUN�BAS`E��L ANL`H0�/�1�]'E
EXCEPTION: J V No�To Scale (CAN BE USED fOR ASPFIALT)
Where bending is necessary to align dowel bars with a vertcal cell,bars partiapy embedded in concrete shall be
permitted to be bant at a slope of not more than 1 inch oi horizonfal displacement to 6 inches o(vertical bar lengih.
��\111 I I I 11//��
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�
BECHTA�.` � ERIN�ND TE�TINC�INC.
605 WES� 1 AVENy�" a /
DELAND,7lO �3272�yp � �
Certificat ' nT]'o,5q� � �
/ , �
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.� � ,y♦
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Thomas Bec�P.E. f' `��
Florida Licen jl�r �
/,� �`\
BECHTOL ENG/NEER/NG
ANDTEST/NG� ;n�. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
CerlHicate of Authorizadon No.5492
FIELD: CHECKED: II'] DATE: 8-15_A2 PRO�.NO. G10132
Jr �
o�WN: RR APPROVED: 'r� S�^�E NOTED SHEET 4 OF 11
BOX EAVE RAFTER END WALL AND WALL OPENINGS
SEE NOTES 2
AND 3(PAGE 1)
4 FOR MA%IMUM
4 SPACING
7 7
7
7
7 6
SEE NOTES 2 � �
AND 3(PAGE i) OPENING FOR
FOR MAXMUM 6 ROLL�IP DOOR WITH
SPACING 7
NON-STRUCTURAL oaENIaGFOa
HEADER S���
WITH NOK
STRUCTUPPL
HEApER
5 � 5 7 7
7 7
7 7 �
A.- �A'
TYPICAL BOX EAVE RAFTER END WALL FRAMING PLAN TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING PLAN
SCALE:118'=1'
SCALE:1/8"=7'
OPENING FOR WINDOW WRH
NONS7RUC7URALHEADER
BOX EAVE RAFfER/POST qND WINDOW RAIL
ASSEMBLY (Aiso aOP�ble lo Eid Walls)
INTERIOR SIDE is POSi
8 9 >
e g m
6 w
� � 6 � � 114"x1'SDF�12'O.C.
7 7
�
OPENING FOR �
ROLL-UP DOOR WRH �`
NON-STRUCTURAL OaErurrcFOrt o0
HEADER smrwwc000q o
wirn rar�
sraucruwa
xenoea
10 7 � s
g � A A 7 7
EXTERIOR SIDE
TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A�
S�,LE:1/e'=7' ��`��IIIII//��
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BECHT NEE TESTM�lj�.
605 WEST �•1fK AVENUE �
DELAND,FffitIDA 82720 � �
�
Certificate o 'on No QF � �
� � �� R1�
Thomas Bechtol, �
Florida License No.3��/ V� ���`
BECHTOL ENG/NEER/NG
ANDTEST/NG, ;��. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
CertiNcate otAuthorization No.5492
FIELD: CHECKED:
JP °"TE g_15-12 PROJ."° G10132
��+WN: RR APPROVE�: �� S�^�E NOTED SHEET 5 OF 11
BOW RAFTER END WALL AND WALL OPENINGS
SEE NOTES 2
AND 3(PAGE 1�
4 FOR MAXIMUM
SPACING
4 7
7
6 �
� � 7 6
7 �
SEE NOTES 2
AND 3(PAGE 1) OPENING FOR
FOR MN(IMUM ROLL-UP DOOR NATH
SPACING NONSTRUCTURAL OPENkIGfOR
HEADER SN7NGINGDOOR
WRH N014
STRUCTURAL
HEAOER
5 7 5 7 7
� � � 7 7 p'- q�
TYPICAL BOW RAFTER END WALL FRAMING PLAN TYPICAL BOW RAFTER END WALL OPENINGS FRAMING PLAN
SCALE'1/8"=1' SCALE:1/8'=1'
OPENING FOR WINDOW WITH
NONS7f2UCTURAL HEADER
BOW RAFTER/POST qND WINDOW RAIL
ASSEMBLY (qlso appYwble lo End Walls)
INTERIOR SIDE TS POST
8 9 Y
8 8 �
6 7 6 � � il4'xi'SDFQIYO.C.
7 7
� � �
OPENING FOR � /
ROLWP DOOR WRH
NONSTRUCTURAL OvEwnGFOr+ $
HEADER SN7NGMG DOOR °
WITH NOl1
STRUCTURHL
HEADER
10 7 � 6
8 � A A � �
EXTERIOR SIDE
TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A�
SCALE.118"=1' Not To Scale
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BECHTOL� �5� �.
605 WEST NE 1{�NU �'Q /
DELAND,FL �ZO � �< �
Cert�cate �n No. � i
� �
� �
� y.� _
Thomas Becht� � �
Florida License 8 ��� F P�•� �
�� ��
B�����L ENG/NEER/NG
ANDTEST/NG, ;n�. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
CeNficate of Authorizatlon No.5492
FIEL�: CHECKED: IP DATE: 8-1CJ_12 PRO�.NO. G10132
J
o�,WN: RR APPROVED: TB S�,^�E: NOTED SHEET 6 OF 11
BOX EAVE RAFTER WALL OPENING DETAILS
TSRAFTER�
MINIMUM 6'LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE WfTH 4 114'x 1'SDFs
TS RAFTER POST(CORNER)
1-112'x 1-112'x 2'16 GA CLIP
ANGLE,SECURE TO RAFTER
POST AND BASE RAIL
NIPPLE TO 3116" i�� WITH 4 114'x1'SDFs
2'�2'#'16 GA ANGLE CLIP gp,gE qq�L �i i
SECURETOPOSTAND i°i
RAFTER WITH 114'x 1" � �
SDFS,2 ON TOP AND � �
2 ON SIDE
TS END POST
TS CONTINUOUS BASE RAIL
END POSTIRAFTER CONNECTION DETAIL 5 END POSTIBASE RAIL CONNECTION DETAIL
4 Not To Scale Not To Scale
TS TRUSSED RAFTER CHORD,
ORNOµSTRUCTURALHEADER
///TS RAFTER POST
�OR END POST
2"z 2'x 2'i6 GA ANGLE CLIP
SECURE TO POST AN�EfTHER
TOP OF HEADER,OR BOTTOM TS END POST OR DOORI
OF WINDOW RAIL,WRH 114'z P SDF's WINDOW FRAME POST 7u2"x2'16 GA ANGLE CLIP
SECURE TO POST(EACH SIDE)AND
RAFTER CHORDIRAIL W/4-1/4'ki'SDF's
2 ON BOTTOM ANO 2IXJ SIDE
TS NOµSTRUCTURAL HEADER,
BASE RAIL,OR WINDOW RAIL NOTE:AT ROLL•UP DOOR OPENINGS,
� POST SHOULD BE FLUSH WITH RAIL
END CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
TS NON-STRUCTURALHEADER
OR WINDOW RAIL
NON-STRUCTURAL HEADER OR WINDOW pOST TO NON-STRUCTURAL HEADER, BASE
RAIL TO POST CONNECTION DETAIL RAIL, OR WINDOW RAIL CONNECTION DETAIL
6 Not To Scale 7
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BECHTQ� INEE�1�1�TES� �FIC.
605 WESTNEW YORK AVENUE i���
DELAND,�ft� 32720 � �'
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Thoma— s Bechto y�,�e �u� \�
Florida License NC �� ���
111111
BECHTOL ENG/NEER/NG J&B BUILDING SERVICES, INC.
AND TEST/NG, inc.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate oi Authodzatlon No.5492
FIELD: CHECKED: JP DATE. 8-1 5_'�`Z PR��.N�. G 10132
ow,WN: RR APPROVED: TB S�^�E: NOTED SHEET 7 OF 11
BOX EAVE RAFTER WALL OPENING DETAILS
NIPPLE TO 3116"
DBLHEADER
///TS BOW RAFTER
/ OR RAF7ER POST
/
MINIMUM 6'LONG,MINIMUM 14 GA,T$
MINIMUM 6"LONG,MINIMUM 14 GA,TS 118' �NIPPLE.SECURE WITH 4 114'x 1'
NIPPLE.SECURE EACH WfTH 4 114'x1' �1 SELf-DRILLING FASiENERS
SELF-0RILLING FASTENERS I I
lo
I I
DBL TS HEADER
I I I I
lo lal
I I I I
L J �J TS POST
3116' NIPPLETO
BASE RAIL
RAFTER POST/DBL HEADER
�� DBL HEADER/POST CONNECTION DETAIL �� CONNECTION DETAIL
V Not To Scale �
Not To Scale
MINIMUM 6'LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE EACH WITH 4 114'x 1'
SELF-DRILLWG FASTENERS 114'x 1'SDP(u�12"O.C.
1.
�
TS POST
�1 r 1 TS CONTINUOUS BASE RAIL
� � � � -- CURTAIN 18 GA.
ioi ioi �
i i i
— �.
3116" NIPPLETO
BASE RAIL
RAFTER POST/BASE
,,, RAiL CONNECTION DETAIL SECTION THROUGH ROLL UP DOOR HEADER
�V Not To Scale Not To Scale NOTE. CuAain is 26 GA.galvanized steel with
baked on epoxy primer 8 polyester top coat.
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BECHTOL
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605 WEST NE •
DELAND,FLO �1 ��O j
Certificate o N ��� �
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Thomas Becht , �� � �
Florida License ��` P ,� �
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B����'SL ENG/NEER/NG
ANDTEST/NG, ;��. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
CertiFlcate ot Authodzatlon No.5492
FIELD: CHECKED: JP DATE. $—A CJ_1 2 PRO�.No. G 10132
1
oa�WN: RR APPROVED: TB S�^�E: NOTED SHEET 8 OF 11
BOX EAVE RAFTER LEAN-TO OPTIONS
„
9
1
2 72
9
24'i6 GA U-CHANNEL BRACE �
FASTENED TO RAFfER WITH
2-114'z 1'SELF-0RILLING Z
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
2 3 2 3 2 3 2 3
2 4 2 4 2 q z q
TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING PLAN(BOTH OPTIONS SHOWN)
SCALE. 1/8"=1'
NIPPLE TO ��s� 2"x2"x2"16 GA ANGLE CLIP
aa�TER SECURE TO P0.ST AND
TS BOx EAVE RAFTER WITH 1/4"z 1"
12'LONG TS 14 GA NIPPLE. �FTER SDF'S,2 ON TOP AN�
SECURE POST TO NIPPIE
2 ON BOTfOM
WITH 4 114"x 1"SDFs
TS RAFiER
__-�
� I 24'i6 GA LLCHANNEL BRACE
�°� (5'TO T POSn
OR
48'i6 GA ULHANNEL BRACE
TS EXTENSION (8'TO 14'POSn
RAF7ER NOTE:NO BRACE AT END WALLS.
(SEE BRACE SECTION)
TS RAFTER POST TS RAFTER POST
�MINIMUM 6'LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE POST TO NIPPLE WITH
4 114'x 1'SDFs
SIDE EXTENSION RAFTER/ LEAN-TO RAFTER TO RAFTER POST
CORNER POST DETAIL �� CONNECTION DETAIL
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Not To Scale
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BECHTOL AND TES?i� .
605 WEST NE !' E � � �
DELAND,FLO 7�O"� � r
Certificate '¢n No. � �
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Thomas Becht ` �
Florida License N . 538 � F����, ��`
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BECHTOL ENG/NEER/NG
ANDTEST/NG� ;,►�. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
CertiFlcate of AuMorizatlon No.5492
FIELD: CHECKED: JP DATE. $-ACJ-12 PRO�.NO. G10132
oa�wN: RR APPROVE�: T� sc^�E. NOTED SHEET 9 OF 11
i
BOW RAFTER LEAN-TO OPTION
„
,o
,
3 24'i6 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
2-114'z t'SELF-0RILLING
SCREWS AT EACH END
(4 PER BRACE)
2 3 2 3 2 3
3 4 3 4 3 4
TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING PLAN
SCALE. 1/8'=1'
2"xYn2"16 GA ANGLE CLIP TS BOW RAFTER
SECURETOPOSTAND
RAFTER WITH 114'x 1"
SDF's,2 ON TOP AND
2 ON BOTTOM
�24'16 GA U-CHANNEL BRACE
(5'TO T POSn
TS RAFfER OR
4B"i6 GA U-CHANNEL BRACE
(8'T014'POST)
�oli 3" NOTE.NO BRACE AT END WALLS.
i i 3" (SEE BRACE SECTION)
I
MINIMUM 6'LONG,MINIMUM 14 GA,TS
TS RAFTER POST NIPPLE.SECURE BOW RAFTERAND
POST TO NIPPLE WfTH
d 11d'zi'SDFs
LEAN-TO RAFTER TO RAFTER POST
�1� CONNECTION DETAIL
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BECHTOL ERIMA D TESTIN�,ING
605 WEST N6�' � VENUE * � �"
DELAND,FId�A 20 O� � �
Certfficate of o. ' �`
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-, FLOR�T �'/
Flonda LBense No.38���/� ` \\��`
BECHTOL ENG/NEER/NG J&6 BUILDING SERVICES, INC.
AND TEST/NG, inc.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certlticale of Authorizatlon No.5492
FIELD: CHECKED: IP DATE: $—ACJ_12 PRO�.NO. G10132
J �
o�WN: RR APPROVED. TB S�A�E: NOTED SHEET 10 OF 11
BOX EAVE RAFTER VERTICAL ROOF OPTION
26 OR 29 GA GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS WITH 114"x 1'SDFs WITH CONTROL
SEAL WASHER @ AVERAGE 6'O.C.SPACING
1
2
12
Q3
24"16 GA U-CHANNEL BRACE
L1f2'18 GAUGE FURWNG FASTENED TO RAFfER WITH s
FLASHING CHANNEL(PURLM) 2•1/4"t 1'SELF-0RILLING w
SCREWS AT EACH END z
(4 PER BRACE) w
0
�
2
2
30'MAXIMUM RAFTER SPAN
TYPICAL END ELEVATION-VERTICAL ROOF TYPICAL SECTION-VERTICAL ROOF OPTION
SCALE:1/8"=1' SCALE:1/8•=1'
1-111'19 GAUGE FURRMG CHANNEL Fr1STENED
TO EACM RAFTER WITH(1)1/d'z 1'SELF-DRILLING
FASTENER SPACED NOT MIX2E THPN 48'0 C
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
e'--I I—s�
6 SEE NOTES 2 AND
3(PAGE 1�FOR
FLASHING MAXIMUM
SPACMG
3
4
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATION-VERTICAL ROOF TYPICAL FRAMING PLAN-VERTICAL ROOF OPTION
SCALE:11B"=1' SCALE.1/8'=1'
1-112'18 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH(2)1/4'x 1'SELF•DRILLING FASTENER SPACED
`````,11 f"'/'//// NOT MORE THAN 48'O.C.
��� N BECy�, �/i
BECHT G AND T �,INC.
605 WEST ENUE � �
DELAND, �32720 �� � rsZS+a.s
Certificat n � �'
� ' ` o�c. � �' ROOF PANEL ATTACHMENT
� (ALTERNATE FOR VERTICAL ROOF PANELS)
homas BeEfppl,P.E. �Q�� � NOt To SCale
Florida Licena�lo.3 FLO�'• ��
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B�CHTOL ENG/NEER/NG
ANDTEST/NG, ;,,�. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL.ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certiflcate of Authorizatbn No.5492
FIELD: CHECKEO: JP oATE. g_15-12 PROJ."°. G10132
o�WN: RR APPROVED: TB sc^�E: NOTED SHEET 11 OF 11