HomeMy WebLinkAbout15-15948 ClTY F ZEPHYRHlLLS .r'�
3�35�Y8TN�STREET
> � tsi'�)�sa-oo2o 159
�' s � BUI DING PERMIT
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`" `�= ��PERMIT 1N�'4RMATIt3N--_'":�- ' . .`.� _ - � � � _,:���� - ."_;1�OCATI4]ti!�`1N�CIRMATION-- ° -
Permit�Number: 15948 Address: 5824 23RD ST i
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. �
Glass af Work: CARPORT Township: Ran� Book: M
Proposed Use: NOT APPLICABLE Lot(s):: ock: ��ec�fi' n: �
Square Feet: Subdivision: C,ITY OF ZEPHYRHILL
Est.Value: Parcei Num r: 12-26-21-0000-01600-00
lmprov. Cost: 5,719.15 ' _ - = WNER�INFQRMATICIN=.�- - - -
Date tssued: 1l27/2015 Name: DOMMIN REMUS LLC-HC?PKlNS
Total Fees: 97.5Q Addres : 5824 23RD ST
Amount Paid: 97.54 � ZEPHYRHILL� FL 33542-4701
.fDate Paid: 1/27/2015 ` Pho e: 315-497-0703
Work Desc: INSTALL 22 X 41 CARPORT OR MOTOR PO T
- - . ... , . . ,_. _ � _,
� . CONTRACTOR S ��. �� '..�.,� � _°�., . '.�Y f :: . _ .- T `- :APP�t• = TiO.N FEES. '_ ' � '�- --
EOWNER U D N FE 4
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REINSPECTION FEES: Reinspection fees will c mply with Florida 5tatute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the foll wing reasans: a)wrong address 6)condemned work resul�ing
from faulty canstruction c) repairs ar cor ions not made when inspectians calied d)work nat ready for
inspectian when calted e) permit not pos d on job site f}plans not at jab site g)work not accessible.
NOTICE: In addition ta the requirements af this pe mit,there may be additianal restrictions applicable to this property that
may be found in the public records of this county, nd there may be additiona{ permits required from other governmenta!
entities such as water m nagement, state agencies or federa!agencies.
"Warning to awner: Your failure to record notice af commencemenf may result in your paying twice for
improvements to your property. If you inte d to obtain financing,consult with your lender or an attorney
before recordi g your notice of commencement."
Compiete Plans,Specifications Must Accomp ny Application.All work shall he pertarmed in accordance with
Ci Codes and O inances.NO OCCUPANCY BEPO C,O. '
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QNTRA TOR IGNATURE PERMIT OFFI R
PERMiT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FQR INSPE IQN — 8 HOUR NOTICE REQUIRED
PRQTE CARD FRC1M WEQTHER
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BUILDIN PLAN REVIEW COMMENTS
ContractorlHorneowner: Jt r I1 � -
Date Received: �-Z �� �
s�t�: �� y�°�
Permit Type; �'"� �� ��'�� � �-����
Approved w(no comments:❑ Approved wlt e below comments: ❑ Denied wlthe below comments:
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I This camment sheet shall be kept with the permit andlor plans.
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Kalvin Sw' —Plans Examiner Dat Contra or andlor Homeowner �
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813-780-0020 City of Zep yrhills Permit Application Fax-813-780-0021
� uilding Department
Date Received � �Z' �� Phone Con act for Permitting -
Owner's Name ��� ��1 �v F-! Yl 5 Owner Phone Number .3 1 O 'N -
Owner's Address � � .�f'd fJ T �� � • , �� �' 33�w�r Phone Number ��� - ���" ��'17 4
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS � a - �- � �� 1- � 3�J'�I LOT# �
SUBDIVISION P CEL ID#
l (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR A D/ALT 0 SIGN � 0 DEMOLISH
e INSTALL B R PAIR
PROPOSED USE Q SFR Q C MM , �� OTHER
' TYPE OF CONSTRUCTION � BLOCK Q F ME 0 STEEL Q
DESCRIPTION OF WORK � �` -�' �-,-u� S ��
I BUILDING SIZE c� � '�I I SQ FOOTAGE �� HEIGHT /.3 .
UILDING $�,�J Q r �� VALU ION OF TOTAL CONSTRUCTION
7
ELECTRICAL $ � AMP S RVICE 0 PROGRESS ENERGY 0 W.R.E.C.
t
OPLUMBING $ v � � � �
� � ��
OMECHANICAL $ VALU TION OF MECHANICAL INSTALLATION � � ''�
� 2 ��� �� ��
OGAS 0 ROOFING Q S ECIALTY 0 OTHER � � ��� �
FINISHED FLOOR ELEVATIONS F OOD ZONE AREA DYES NO Y �a���,
� �
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BUILDER � � / COMPANY ��nLP�� �
ISIGNATURE ( � REGISTERED Y/ N FEE CURRE� Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y I N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
M ECHANICAL COM PANY
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;( )set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal da e. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Perm t for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a ife Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal d e. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Perm t for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""'PROPERTY SURVEY required for all NEW nstruction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (Al upgrades over$7500)
'* Agent(for the contractor)or Powerof Attomey(for the owner)w uld be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Onl ); • �
Reroofs if shingles Sewers Service Upgrades A/C F nces(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs RO
MOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"re�trictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions. , „ , �
UNLICENSED CONTRACYORS AND CONTR�CTOR RESPOMSI�ILITIES: If the owner has hired a contractor or
cont�actors to undertake�work, they may be required to be licensed in accordance v�rith 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�licens�d and is not entitled to permitting privileges in Pasco
County. - _ -,
YfZAfdSPORTATION IMPACTIUTILITIES IMPI�IC7�►IVD RESOUFtCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of newr buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco Counfy 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 th�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.
CONS7RUC710N LIEfV LAIfV(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above�described document and promise�in good faith to �
deliver it to the"owner"prior to commencement.
CONTFtACTOR'SIOIIi1ffNER'S bFFIDAVIl': 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. f 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, WateNWastewater 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 Services/Environmental Health Unit-Wells, Wastewater Treatment,
i
Septic Tanks. _
' - - US Environmental-Protection Agency-Asbestos abatement: � � – -� - - - ---�
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:�
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone °A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
' - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
, properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
� the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by 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 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 OVNIVER: YOUF� FAILURE TO RECORD �► NOTICE O� COMMENCEMENT AAIa►Y RESULT IPI YOUI2
PAYING TWICE FOR IIVIPROVEnflENTS TO YOUR PROPERTY. IF YOU INTEND TO OBT�►IN FINANCiNG, CONSULT
V111TH YOUR LEfVDER OR�►N ATYORNEY�EFORE RECORDINC YOUR NOTICE OF COMMENCEMENY: ` -
FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT� 1 �< < : d '�2 S CONTRACTOIt � � b I f �� °A � hC S
Subscribed and swom t or r d bef r me i� Subscribed�ad swo to(or a�rme before me is
�Z� �/�bY ��22��S bY�
� ip'i�lare ersona noy�n to m or has/ha e produced W I e p rsonall •kno o-me or has/have produced
��LW (� ��,.(..�c¢rs+�s Identlflcation. as iden�fication.
,
G � Notary Public Notary Public
Co ':� ':' Commi n#FF 150422
���, Comm sio No. : •
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•::: Commission#FF 150422 p��,°,.` Bondad Thru Troy Fain Incurance 800385•70}9
Na �,; a �„p,4 � �S�fa�t�s Name of Notary typed;printed or stamped
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�~,' NOTI E OF CO1NfMENCEi14�NT Rept:1655684 Re�c: 10.00
�— DS: 0.Q10 IT: 0.00
Peninit No. 01 J2�l2015 K. G. , Opty C 1 erk
Praperty Identification No. �'�-� -�- �(eOCY Q'�?.2�
TI�UND�ERSIG1�iED hereby gives notice that improv ments will be made ta certain real property,and in accordance with Section
713.13 of the Florida 5tatutes,the following informario is provided in the NOTICE O�COMMENCEMENT.
1. Description ofproperty(legal description:) �5 Sd ��r'�Ske"�'�n.� 2 � 2� b""'�
a) Street Address: ' a d'' � '
2. GeneraI description of improvements �
3. Qwner Informatit�n
a) Name and address:� � ( �` o � �/�' �"� ot� �3>..••c� ST. ,e� �i„ir�l �� ��
:.,,�.�_.
� b) Name and address of fee simple tiileholder(if ther thun owner) ""']���L/+a
c} Interest in property -I*�
4. Contractor Infarmation �
a) Name and address: �.. . � c� r �G,
b) Telephone No.:,��F�'7.-g��"„�� �Fax No.(Opt.)
5. Surety Information
a) Name and address:
b) Amount of Bond;,__ _ �
c) Telephone No.: _,Fax No.(Opt.) '• '
6. Lender �
a) Name and address: , �
7. Identity of person wit�iin the State of Florida design'ted by o,yyiier.upon whom notices or other documents may be served; �r�
a) Name and ttddress: � .,°�y�n
b) Telephone No.: ' - -+a�' ..Faac No.{{}p#.)�� �
. . r :,.:. �- . 0°`"o
S. In addition to himsclf,owner designates tHe.followi g pers�in•to receive a'crapy of the Lienor s Notice as provided in Sectiun �"•,N,�,z
� 113.13(1)(b),Florida Statutes: • ' � ���
a} Name and address: ' _ �
��7
b) Telephone No.: � Fax No.(Opt.)
9. Expiration date of ttatice of Cammencemei�t{the� pi.ratioi2 da,te is sne yeaz from the date af recording unl�s s�:fferent date is ��s
specified): -., __...... _ , _ � �
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COt1�MENCEMF.NT ARE C�OirTSIIDERED II�IPROP R Pr�Ytl�NTa LTr?�IER CHAPTER 713,PARr 1,SECTION 713.13, � x
FI.URIDA STATLT7t'ES AND`CAN RESULT IN YO �i PA�,'!NG'Q'WICE FOR IPROYEMEIVT�a TO YUUR R'ROPERTY.r� -�►�°
NUTICE UF C{}A�IMENCEMENT MUST BE REC ED�.41aID POSTEiD�N THE JO$SITE BEF�URE THE RIRST �►-�3
JNSPECTION.IF YOYJ AVTENll 1'O OBTAIN F➢N CIN4a,C;OPd'�L1�.T YOUdL I.,ENDER Ola:AN AT7CO�Y S�FORF. �
COMMENCIlVG WOYiK OR R��ORDING Y+UU N �CI�E UF CpMI►h��lCEM�NT. � �
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STATE OF FLORIDA , A
COUNTY OF PASCO �
' .� ture OF er or{)svner's Author'� ' Offi ,IL� OIJPR[�C.I'JMY.IIBg,Ci —�_
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The foregoing instr�unent�vas acknowle�igerl before me U►isL �ay.u1'T.J.��►1.�Li.c f ,20 LS,,-kry •'��'"�`r�,�1� � r..L1"l�
� as,_ � � { af autharity,e.g.officer,tzvMC�,tt omey in fact}fot
(na e of p�ty on hehalf of wh ins ment was exei;ttted).
Personalty Knou�n�OR Produee8 Identificaiian ltiatary Si�,rnatu,�e__ ' ��.�-- E
Type of Identification Produced JQt�r3'Gt Name(print} W 0. Ge.e.. �! r Q- ��
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Verification pursuant to Sectian 92.52r,Florida Statutes.Und penaities of'perjury,I 3eelare that i have read the fflregoing and that the facts stated '
in it are tn:e to the best of my knowledge and belief. ' _ , �
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Thll$I�T�%GI=RTIFY T�iF�7 TH�FORECa01NG IS A � r ��
TRU�ANL�^C�RRECT CQPY OF THE DOCUMENT �' °
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ON FILE Oh OF PUt3LIC RFCORD IN THIS OFFICE � a , '�<;, : �, �
WITNESS �l'N NQAPd FFI IALSEALTHIS � n .'i�,;;�:.�tiy��r=`St '
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DAY OF �(J/� y �``'��
PAULA S.Q' 'EIL, C K&COMPTROLLER � � � �� •�
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BY � ` DEPUTY CLERK � �,�° ,� m 00
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S�RLT TURAL DESIGN
OP N CARPORT �
MAXIMUM 30'-0" WID X 14'-0" EAVE HEIGHT- BOX EAVE
FRAM AND BOW FRAME
�3lJIL�t7�a�G S�L v�,3�,�.�'yVI'�'I�1
Ai-L.4FPL.I�r4.$LE BU1LDIhrG,
�LEC'3'RICAL, PLUP�i�T�tEP�
21 August 2014 ��'s�'L��..���V�QI_�"����
Revision 3
n� A Project No. 1Z117S ���,/�E�����-� � — Z�_ ��
�erY oF�����RHi�.�s �CS
Prepared for:
�L�i'dS �?CCA�InI�l��Z
Mr. Danny Lo�r�ea�g�
Pr sident- Steel Structures
1 60 Dixon Airline Road
ugusta, Georgia 30906
Prepared by:
l�Zoore and Asso iates Engineering and Consulting, Inc.
1009 East Avenue
orth Augusta, SC 29841
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MOORE AND ASSOCIATE DRAVN BY= JRS BENNETT BUILDING SYSTEMS,LLC
OPEN CARPORT
ENGINEERING AND CONSULTIN � INC. HECKED BY= PDH PE SEAL COVER SHEET II
n+IS DOCUENi IS T�E vapPErtrr Or NpORE rwD�SSOCI�7ES, IrG ME OJECT NGR: VSM pATE= 8-21-1� SCALE= HTS H t� 121175 �
U�uUTt�R12ED REPROGUCTION.COPVIrti,OR OTtERVISE USE OP iX1S DOCU�ENT IS
STRIGTLII PR011pITEG Mi�AMr IKRINGEiENT TiEREuPp!M11Y BE �.iECT TO
LEW4. �CTIOw LIENT= - SHT. 1 DVG. 1� SK-1 V: 3
�
D AWING INDEX
SHEET 1 PE SEAL COVER SHEET
SHEET 2 DRAWING INDEX
SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATI�NS
SHEET 4 TYPICAL RAFTER/P�ST END AND SIDE FRA ING SECTIDNS AND C�NNECTION DETAILS (BOX EAVE RAFTER)
SHEET 5 TYPICAL RAFTER/P�ST END AND SIDE FRA ING SECTIONS AND CONNECTION DETAILS (B�W RAFTER)
SHEET 6 BASE RAIL ANCHORAGE ❑PTI�NS
SHEET 7 B�X EAVE RAFTER GABLE END OPTI�N
SHEET 8 BOW RAFTER GABLE END ❑PTION
SHEET 9 B�X EAVE RAFTER EXTRA SIDE PANEL �P I�N
SHEET 10 BOW RAFTER EXTRA SIDE PANEL ❑PTI�N
SHEET 11 VERTICAL ROOF ❑PTION END AND SIDE EL VATI�N AND SECTI�NS
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MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� C. HECKED Btr: PDH OPEN CARPORT
iNIS UO[UMEN7 IS TIE PR�ERTr � uOpRE AND ASSOCIATES, INC. TNE OJECT MGR= VSM DaTE= B-21-1� SCALE� NTS JOB 1$ 12117S
U�WlTtbR1ZED REPROWCTID4 COPrI�[�.OR OTtERVISE USE OF iX15 NT IS
STRICiLr PRONI�IfED�ND Mn I�iRInGE�EMi iNEREUPON w�Y BE SUD�E TO
�ECr�L �Grla+. LIENT: - HT. 2 DvG. 1� SK-1 V: 3
� BOX EAVE FRAME RAFTER OPEN C RPORT CSheets 4, 6, 7, 9, AND 11)
---
----
--- -
— - - ----_.....— .. - --__.._._.._---
� FLASHING
6'
�LASH[NG
I LENGTH VARIES DEPENO[NG ON I 30' MA%IMUM RAFTER SPAN I
NUMBER AND SPACING OF RAFTERS r�
r
TYPICAL SIDE ELEVATIDN-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF
SCALE 1/B' = 1'-0' SCALE� 1/8' = 1'-0'
� BOW FRAME RAFTER OPEN CARPOR CSheets 5, 6, 8, AND 10)
-- --- --' �FLASHING
6'
V"LASHWG
(OPTiONaU
�deosi�r�r ��.
o�° �a. s0�i
�e ���..oe.. �O �o
LENGTH VARIES DEPENOING ON 30' MA%IMUM RAFTER SPAN 0, o•����H �•����II
NUMBER AND SPACING OF RAFTERS � p `, y o �'
e� � IVO Y 1 � ��
� � C
TYPICAL SIDE ELEVATION TYPICAL END ELEVATI❑I� ;G v �
1//�//� ;�s
SCALE iie• = i�-o' SCALE iie• = i'-o• s�"� ��A�E F . ��
INSTALLATI�N NOTES AND SPECIFICATIONS °��.(�'.��`E �.;`��e�
� ,s�s�S•., O R a •'C? w�
1, DESIGN IS F�R A MAXIMUM 30' WIDE x 14' EAVE HEIGH STRUCTURES. �� s �'e�a�• � �q�
2. DESIGN WAS D�NE IN ACC�RDANCE WITH THE 2010 FL�R DA BUILDING CODE (FBC) WITH 2O12 SUPPLEMENT AMENDMENTS, '��/��9';; �����,
2006 INTERNATIONAL BUILDING CODE CIBC), 2009 IBC AN 2012 IBC.
3. DESIGN L�ADS ARE AS F�LLOWS�
A) DEAD LOAD = 1.5 PSF
B) LIVE L�AD = 12 PSF
C> SNOW L�AD = 20 PSF
4. L�W ULTIMATE WIND SPEED 105 TO 140 MPH (N�MINAL IND SPEED B1 T❑ 108 MPH): MAXIMUM RAFTER/P�ST AND END POST
SPACING = 5.0 FEET,
5. HIGH ULTIMATE WIND SPEED 141 T❑ 170 MPH (N�MINAL IND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END P�ST
SPAC[NG = 4.0 FEET.
6. RISK CATEGORY I.
7 WIND EXPOSURE CATEGORY B.
B. SPECIFICATI�NS APPLICABLE T❑ 26 AND 29 GAUGE MET L PANELS FASTENED DIRECTLY T❑ 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL CTS)
FRAMING MEMBERS.
9 AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFT RS ❑R PURLINS, AND P�STS (INTERIOR ❑R END) = 6 INCHES.
10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF-DRILLING F STENER (SDF>, USE CONTR�L SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATI�NS APPLICABLE ONLY FOR MEAN RO�F HEI HT ❑F 20 FEET �R LESS, AND R�OF SLOPES �f 14' (3:12 PITCH) ❑R LESS SPACING
RE�UIREMENTS FOR ❑THER R�OF HEIGHTS AND/�R SLOP S MAY VARY
11. GROUND ANCH�RS CONSISTING OF #4 REBAR W/WELDED UT x 24' L�NG MAY BE USED FOR L�W WIND SPEEDS ONLY
12. GROUND ANCH�RS SHALL BE INSTALLED THROUGH BASE AIL WITHIN 6' ❑F EACH RAFTER POST ALONG SIDES F�R HIGH WIND, EVERY
❑THER P�ST F�R LOW WIND.
l3. ❑PTI�NAL BASE RAIL ANCH�RAGE MAY BE USED F�R L❑ AND HIGH WIND SPEEDS.
MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BLTILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED Br= PDH OPEN CARPORT
TNIS DOCUNENi IS f�E PROPERfr OF MOORE iwD�SSOCI�iES, INC. iNE OJECT MGR: VSM DATE= 8-21-1� SCALE= NTS .lOB P� 121175
uwulTtbRIZED REPROOUCTIW,COPrING.OR OTHERVISE uSE OP TXIS NT IS
SiRICi�r aRp+IB17ED rwD N+r UiRINGE�ENi iHEREUPdr w�r BE SUB.IE T TO
�ECK �crloK LIENT: - SHT. 3 DVG. N� SK-1 V� 3
• ' 26 �R 29 GA, GPLVANI2ED METqL RO�F
PANELS PASTENED T�RAf7ER5 W[TN �ENGTH VAR;ES DEPENDSNG DN
I/4'xi` SDF'S WITH C�NTR�I SEA� NUMBER AND SPACING OF RAFTERS
WASHER 8 AVERAGE 6' O.C. SPACWG
1
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SEE N�7ES
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24' 16 GA.U-CHANN£l FOR MA%IMUM �
n SPACING
HRAC£ fASTENED TO �
RAFTER VITH (2) i/4'x]' s
SDF'S A7 EACH END u
(4 PER BRACE? �
X
2 � 3
4 6
' TYPICA� RAFTERJPOST END FRAME SE TION TYPICAI� RAFTERIPQST SIDE FRAMING SECTIQN
SCALE 1/8" = 1'-0' SCALE 1/B' = 1'-0'
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TS BOX EAVE RAFTER ,�` ��Y����
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, 6• �/ MINIMUM 6' LONG, MINIMUM
i� m MINIMUM 6' LONG,
„i � MINIMUM L4 GA., 14 GA., TS NIPPLE. SECURE
SS NIPP�E.SECURE WITH<6> 1/4'xi' SDF'S
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� (5' 70 7' RAFTER PQSD CONNECTION DETAI�
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� r i1� CB' Tp 14') RAFTER POST) SGALE� NTS
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mrno�.
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BQX EavE RaFTERiCORNER
PQST CONNECTIDN DETAIL
� SCALE NTS ��,�10�����Dtf�/J�t��,o 16 GFl. ll-CHANNEL HRACE
`,e �,{� o� •�e•�eS.i 0�1 FpSTENED 70 THE LEG AND
����:y��C" A���mO,Q r�� 2 1/4' RAFTER, VITH (2) 1/4'xl'
��v SDF'S AT EACH ENI!
�<► � �s� �' LA PER BRACEI
` : No 1 '; � BRACE SECTION
o° �• �* � SCA�E hlTS
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MOORE AND ASSQCIATES �avN sr: ,AZS BENNETT BtTILDiNG SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. HECKED Bv: PpH OPEN CARPORT
1HIS DOCUENS 1S tE£ PROPER7tt OF �bpRQ AMp�TSOC��SES,1nG [EE p,�CT MGR: {rSM DATE: 8-2I-14 SCPd.E= NS5 .J�B t+� I2I17S
SA�W7Ttt)R12ED REAROOUCSIOF7,COPYIkG.OR OTFEttvISE t75E OF iN(S »T tS
SiRIC1Lr PRd�IBtiED�tip wrr INPRiNGEiENT itERE�PpN Mwr gE SUB.�E T 70
�ECN. �cr1oN. L[EN7= — S►+T. � DVG. N� SK-1 EV:. 3
' , 26 OR 29 GA. GALVANIZED METaL RD�F
PANELS FASTENEO TO RAFTERS WITH LENGTH VARIES DEPENDING ON
I/4'xi' S➢F'S WITH CONTR�L NUMBER AND SPACING OF RAFTERS
SEAL WASNER @ AVERAGE 6' �.C.
SPALING
L
5 12
`\\ �3
`24' 16 GA.�-CHANNEL
HRALE FASTENED TO SEE NOTES
RAFTER VITH (2) I/4'x1' � (PAGE 3)
SDF'S AT EACH END � � F�R MAXIMUM
C4 PER BRACE> "'u SPACING
oi
�
2 v+w 3
5 6
TYPICAL RAFTER/POST END FRAME SE TION TYPICAL RAFTER/POST SIDE FRAMING SECTI❑N
SCALE iie• = i'-0' SCALE tie� = r-o• ,,`'f4"„'{/•,,�
,,00a��� .�. oI
— �� P �°E 119S����i
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TS BOW RAFTER i �
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NO SLREWS —-'�� Io� . `
REOUIRED IN we {y
BOW END +B^�`y��� `- � � ♦
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/� �I�o`s����,�.�°`(�`O
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ij ' NIPPLE TO TS POST
• w I BASE RAIL
o � 3/16
N m o MINIMUM 6' LONG, MINIMUM
� lo l4 GA., TS NIPPLE. SECURE
VITH (6) l/4'x]' SDF'$
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u t --
w
-� I, MW[MUM 6' LONG, TS C�NTINUOUS BaSE RAIL
MINIMUM 14 GH.,
TS NIPPLE.
� SECURE BOW
P o RAFTER AND POST ' � ' —�- ' ' ' � �-
I, TO NIPPLE WITH � � I--- I —� i j ( I ; j��
m � (4) 1/4'z1' SDF'S 16 GA.U-CHANNEL HRACE I I--i � I I , I � I -I �
� R T� 7' RAFTER P�ST) -) I i—I I I—I I I—I I I—
I 16 GA. U-LHFNNEL BRACE
(8' T❑ 14') RAFTER P�ST)
� �N RAFTER POST/
' �°�°• 2 BASE RAIL CONNECTION DETAIL
I sECURE WITH SCALE NTS
� (4) 1/4'xP SOF'S
(EACH END)
I
I
TS POST
N
BOW RAFTER/C�RNER POST
1 CONNECTI❑N DETAIL
SCALE NTS
16 GA. U-CHP.NNEL BRACE
�ASTENED T� THE LEG AN�
2 1/4' RAFTER, WITH (2) 1/4'xl'
S➢F'S PT EaLH END
(4 PER BRACE)
BRACE SECTION
SCALE NTS
MOORE AND ASSOCIATES DRAVN BY= JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� C. HECKED BY= PDH OPEN CARPORT
TNIS DaUEMT IS T!E PR�ERiY � I�tE AND ASSaIATES, It;- iFE OJECT MGR: VSM DATE� B-21-I� SCIU.E= NTS JOB Pl� 121175
Uw�u7tOR1ZED REPROGUCTION,COPtrING.OR OT�ERVISE USE OP TNIS NT IS
STRICiLr PRO�1617ED�ND iwr ItiRINGEMENi i�EREUPON w�Y 6£ SUBJEC t0
LEGN. �CTIOt LIENT: - SHT. 5 DVG. Id� SK-I V.= 3
I
, .BASE RAIL ANCHORAGE O TIONS FOR LOW AND I3IGH WIND SPEEDS
INSTALL I/2'x6' E%PHNSI�N INSTFLL 1/2'x6' E%PANSION
ANCHOR THROUGH BASE RAIL qNCHOR THROUGH BASE RAIL
WWF OR FIBERGLASS WITHIN 6' OF EACH WVF �R FIBERGLASS WITHIN 6' OF EACH
FIBERS POST AL�NG SI➢ES. (FOR L W M'IND FIHERS P�ST ALONG SIDES. (FOR L�W WIND
SPEE➢S ANCHOR MHY BE INS ALLEO AT SPEEDS ANCHOR MAY BE 1NSTALLED AT
EVERY OTHER P�ST) EVERY pTHER P�ST)
i
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; ' i , � cR nE � � ' � � a cRanE �
ti .�
�-� � �-� � o � I I �-� � �-� � 7 a I I i
� � I-1 I I—I �° _� ' � I I—I � I,;� I 8° a �
MINIMUM 2 3/4' 4 I MINIMIJM 2 3/4' I I a . , I I�
E M H E D M E N T I I j ( a L • tl I I EM B E�M EN T I —
(TYPJ I — (TYPJ —I I
MONOLITHIC CONCRETE FDOTING I -I I I—I I I—I I I— I I� I -I I I—I I I—I I I— I I
C3D00 PSI MIN.) REINFORCE➢ �I I I—I I I I I I M�NOLI7HIC C�NCRETE FO�7ING -I I I—I I I � I I
(3000 PSI NIN.) REIN�ORCEO
WITH (2) q4's CONTINUDl1S VITH l2> q4's CONTINU�US
1'-�' S/8' 1'-0' S 5/8'
C❑NCRETE MONOLITHIC SLAB CONCRETE SLAB BASE
3A BASE RAIL ANCH�RAGE 3B RAIL ANCHORAGE
SCALE NTS SCALE: NTS
MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4' MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'
GENERAL NOTES
CONCRETE�
C�NCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSI E 2• WASHERS
STRENGTH �F 3,000 PSI AT 28 DAYS.
C�VER OVER REINFORCING STEEL� raP oF ASPHALT THROUGH THEIBASEERAI�L ND
F�R FOUNDATIONS, MINIMUM C�NCRETE COVER ❑VER REIN ❑RCING PAVEMENT OR sECURE ro ANCH�R EVE WITH
BARS SHALL BE PER ACI-3IB� GR�UN➢ SURFACE � 1/2' �IAMETER THROl1GH BOLT
3 INCHES IN F�UNDATIONS WHERE THE CONCRETE IS CAS AGAINST
AND PERMANENTLY IN C�NTACT WITH THE EARTH ❑R EXP SED T❑ --i � -- �—I ; �-- —; � — i — �—I
THE EARTH ❑R WEATHER, AND 1 1/2 INCHES ELSEWHERE. -1 ! �--I I I -! I � P i � -) I —� I �� I I I � I '�-- ( I
REINF�RCING STEEL� '—� I I--� i '—� — ' � � —� � —� � �—�
� �---� � �= _ ; � �- ; i �—� � �--,��{,-,—� -- -
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE � � _ _ i _ � I !-- �--I I _i i I= _ I ;_-I � ;
60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE F BRIC I- I I I i, I i I � -,-I !-I i--: -I �
,-,�_.
MEETING ASTM A185 ❑R FIBERGLASS FIBER REINF�RCEMEN . �' I, � —II � If — I �-_--f
� 1===� 1 !— =1 , 1_ , I—� , ,_ , ! � i !
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED� Ts CONTINl10l1S
1. REINFORCEMENT IS BENT C�LD. BASE RAIL
2. THE DIAMETER ❑F THE BEND, MEASURED ❑N THE INSID ❑F THE
BAR, IS N�T LESS THAN SIX-BAR DIAMETERS. ➢OUBLE HELI% EYE ANCHOR
3. REINF�RCEMENT PARTIALLY EMBEDDED IN C�NCRETE SH LL N�T (SEE NOTES BELOW)
BE FIELD BENT
HELIX ANCHOR NOTES�
1. FOR VERY DENSE AND/�R CEMENTED SANDS, C�ARSE G AVEL GROUND BASE HELIX ANCHORAGE
AND COBBLES, CALICHE, PREL�ADED SILTS AND CLAYS USE MINIMUM
C2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT SCALE: NTS (CAN BE USED F�R ASPHALT)
2. FOR C�RAL USE MINIMUM (2) 4' HELICES WITH MINIMU 30 INCH
EMBEDMENT ,,��r,e�tar��o�.
3. S�RFFEDILTSDANDECLAYSSUSEAMNIMUMN2) 4RHELICES WITH �,�,`'�G �� °���5�'
mse���sr S
MINIMUM 30 INCH EMBEDMENT o� Q;:��•���S e� A
t�•o"D' 'vI
4 FOR LO�SE T❑ MEDIUM DENSE SANDS, FIRM T❑ STIFF LAYS AND es��a �` ` ��� �j
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES W TH MINIMUM 50 � : �0�'G��
INCH EMBEDMENT. �* e . .*�
m -
w
5. F�R VERY LO�SE T❑ MEDIUM DENSE SANDS, FIRM T❑ TIFFER � e�' i �
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8 HELICES
WITH MINIMUM 60 INCH EMBEDMENT �°�� ti�IIO ��S � �
� �a
,�e. �
B��. ����� �� •' `N�
s°
�re�,���R�� 4 R,o�����,w
�'°IO���I���g�,��oo�
MOORE AND ASSOCIATES DRavw Btr: .iRS BENNETT BLJILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� C. HECKED BY: PDH OPEN CARPORT
TXIS DOCUENT IS T�E FROFERiY OP �qORE uiD�SSOCI�TES, I�+C- T�E OJECT MGR� VSM pATE= B-21-14 SCALE= NTS JOB N� 121175
U�WlTt�RIZED REPRODUCTIW.COPrING,OR OT�RVISE USE OP TXIS NT IS
S7RICiLr PRa+IBIiED a+D�rn IriRINGEpEMi iNEREUapi w�r 6E SuB�EC T�
�EG� �trl0ia LIEN7: - SFIT. 6 DvG. t� SK-1 v: 3
BOX EAVE RAF ER GASLE END OPTION
4
7
____ _— i
FLASHING SEE NOTES F
(PAGE 3) __
I FOR 3 u
MA%IMUM I w
j SPACING � w=
�u
¢w
�J
TYPICAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER
GABLE END ELEVATION GABLE END FRAMING SECTION
SCALE: 1/6' = 1'-0' SCALE� 1/8' = 1'-0'
TS BO% EAVE RAFTER
1 I/2'zl 1/2'z2' 16 GA. CLIP
ANGLE SECl1RE TO BO% EAVE
RFFTER PND GABLE RAIL
V/(4) 1/4'xl' SDF'S 2 �N
TS P�ST 70P, 2 �N BDTTOM
0
° LTS GaBLE RAiL
3/16
NIPPLE T� 1 1/Z'xl 1/2'x ' 16 GA. CLIP
RAFTER 3�16 ANGLE SECURE TD RAFTER
POST AND GAB E RAIL W/(4)
1/4'xl' SUF'S 2 ON T�P, 2
ON SIOE
MINIMUM 6' L G, MINIMUM 14 GA..
TS NIPPLE. ECURE POST T� N[PPLE
WITH C47 V4' 1' SDF'S
�TS POS7
BOX EAVE RAF ER GABLE RAIL TO
4 RAFTER POST ONNECTION DETAIL
SCALE NTS
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,!`���� �.�.1a';���Sj,!
�� �.�e�I"/�r����• � �
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MOORE AND ASSOCIATES DRAVN BY= JRS BENNETT BLIILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED BY: PDH OPEN CARPORT
TNIS DOCUENT IS T►E PROPERTr OP �qO4E �wD�SSOCI�TES, INC. itE O.1ECT MGR: VSM pATE� B-21-H SCALE� NTS JOB t� 121175
Wi41f�R1ZED REPRODUCiION,CO�I�ii.OR O7tERVISE USE OP tN15 NT IS
STRICTLY PR�IDITED�ND W+r IKRIKGErENf i�EREUPON w�Y BE SUBJE T TO
LEGN. �CTlat LIENT: - HT. 7 DvCa 1� SK-1 v: 3
BOW RAFTER ABLE END OPTION
<
a
�
ISEE NOTES I
FLASHWG I I F
(PAGE 3)
F�R ;u
� MA%IMUM
� SPACiNG w�
�u
aW
�J
TYPICAL BOW RAFTER TYPICAL BOW RAFTER GABLE
GABLE END ELEVATIDN END FRAMING SECTION
SCALE 1/8' = 1'-0' SCALE 1/8" = 1'-0'
TS B�W RAFTER
1 1/2'xl 1/2'n2' 16 GA. CLIP
ANGLE SECURE T❑ BOW
RAFTER AND GABLE RAIL
W/(4) I/4'xl' SOF'S, 2 ON
TOP, 2 ON BO7T�M
1 V2'xl 1/2' 2' 16 GA. CLIP TS POST
ANGLE SECUR TO RAFTER
P�ST qND GF LE RAfL V/(4)
-0 1/4'x]' SDF'S TOP i1ND
BOTTOM
�o
0
MINIMl1M ' LONG, MINIMUM l4 GA., `TS GABLE RAIL
TS NIPPL . SECURE BOW RAFTER '
AN➢POS T�NIPPLE lI1TH (4)
1/4'zl' S F'S
�TS P�ST
BOW RAF ER GABLE RAIL TO
4 RAFTER/ OST CONNECTION DETAIL
SCALE: NTS
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MOORE AND ASSOCIATES DRAVN BY= JRS BENNETT BUILDING SYSTEMS,LLC II
ENGINEERING AND CONSULTING INC. ►+ECKEn aY: PoH OPEN CARPORT II
THIS �UENT IS TFE PR�ERfY�' I�tE AND ASS�IATES, INC. iHE OJECT FiGR= VSN DATE� 6-21-1� SCALE� NTS JOB N� 121175
urMUTNORIZED REPRODUC710N,COanING,OR OTFERVISE USE 0� iM15 UENT IS
STRIC7Lr PRO�IBI7ED�t+D� IriRIrrGE�ENT itEREUPOn w�Y B£ SUp CT TO
LEWL �CTION. LIENT= - T. 8 DVG. 1� SK-I V: 3
BOX EAVE RA TER OPEN CARPORT
EXTRA SI E PANEL OPTION
26 OR 29 GA. GA�VANIZEO METAL RO�F
AND SIDE PANELS FASTENED TO PURLINS
AND POSTS WITH I/4'xl' SDF'S VITH
CONTROL SEAL WASHER E AVERP.GE 6'
� O.C. SPFCING
4
W W W.Q..�.
24' 16 GA.U-CHANNEL
wN¢�H BRALE FASTENED TO
a>¢� RAFTER V[TH C2) 1/4'x1'
¢�vi a� S➢F'S AT EACH END
=wwp'` C4 PER BRACE)
�i.Q�o
�oa�` 2
4
TYPICAL RAFTER/POST RAME SECTION - EXTRA SIDE PANELS
SCALE 1/B' = 1'-0'
-. .. - - -
— _._...___________—_._..__ ---_....---= 6'
FLASHWG
� � � BOW RAFTER OPEN C PORT EXTRA SIDE PANEL OPTION
26 �R 29 GA. GALVANIZEO METAL RO�F
AND SIDE PANELS FASTENEO T�
RAFTERS AND POSTS WITH 1/4'xl' SDF'S
VITH C�NTROL SEAL VASHER 2
� AVERAGE 6' O.C. SPACING
5
W W w�w `24' l6 GA. U-CHANNEL
a�' BRACE FASTENED TO
w y a��' RAFTER VITH C2> 1/4'x]'
Q F N a� SOF'S AT EACH END
�W W�4 (4 PER BRACE)
°�o
>�a4~ 2
5
30' MA%1MUM RAFTER $PAN
TYPICAL RAFTER/POST RAME SECTION - EXTRA SIDE PANELS
SCALE� 1/8' = 1'-0'
FLASHING —— —__---=— —
COPTI�NAU — -- ------ - -- 6•
W �____--_ —__---_--—
s —
Q --_ --- —
> _ __— _
OPTIONAL 6' I
I �/ALL EXTENSION FLASHING I
30' MH%IMUM RAFTER SPAN I TO MATCH ROOF (pPTI0Ni1L)
r
LENGTH VARIES DEPEN➢ING ON
NIIMBER AND SPACING OF RAFTERS
�
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS EXTRA SIDE PANELS
SCALE 1/B' = 1'-0' SCALE� 1/8' = 1'-0'
o,e,����oo�e�i��e�
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MOORE AND ASSOCIATES DRAVN BY= JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. HECKED BY: PDH OPEN CARPORT
TMIS �I�MT IS T!E PR�ERTY � I�tE AMD ASS�IA7E5, IrG itE p,��T kGR: VSM DATE� B-21-1� SCALE� NTS JOB N� 121175
U�W1Tt�RIZED REPROOUCTION.COPYIt�G.OR OT�ERVi� USE OP iH15 NT IS
STRICfLt PRa11B1TED MID ANY 11iRINGEIENT iiEREUPd!M11Y BE $UEJE T TO
LEG�L �CTIOri LIENT= - SHT. 10 Dv� � SK-1 V: 3
' � BOX EAVE RAFTE VERTICAL ROOF OPTION
26 OR 29 GA. GALVHNIZED METAL ROOF
PANELS FASTENED TO PURLINS VITH
1/4'xP SDF'S 41TH CONTROL
SEF+L VASHER B AVERAGE 6' �.C.
$PACING
1
q 12
Q 3
12
Q 3
O.B36'-18 GAl1GE
FURRING CHANNEL 24' 16 GA. U-CHANNEL
(PURLIM BRACE FASTENEO TO =
FLASHMG RAFTER VITH (2) 1/4'xl' �
SDF'S AT EACH EN➢ �'
C4 PER BRACE>
w
J
Jf
S
2
4
I30' MA%IMl1M RAFTER $PAN I
r TYPICAL END ELEVATIDN TYPICAL SECTIDN
VERTICAL ROOF VERTICAL ROOF OPTION
SCALE 1/8' = 1'-0' SCALE� 1/8' = 1'-0'
0.836'-l8 GAUGE FURRING CHANNEL SPACEO NOT MORE
THAN 4'-0' O.C. AND FPSTENEO TO EaCN RAFTER VITH
(2) 1/4'%1' SOF'S
LENGTH VARIES ➢EPENDING ON
NUMBER AN➢ SPACING OF RAFTERS I
�illiiii II I �ill'�ii ��II i�i�:�Il�i��,lll'�'f���i�I�1 i���I i�l'��j�i��;l�II!'i�I;�ji'�jh i�l'�li �
�h j i�jill Ii li Il�i�� �I��� ��� �iiiu I I ��I i�l I�I I I �i �i I i� � �� ii� 6' 6.
u!!.I!,i��! �,I,II�'I�,I I•,��I�:���Ili;�II���ii il,� 'i� �Ili I��li!,�II�,!,i!���,I��i I I i ���III Ilj�, sEE NorEs
(PAGE 3)
F�R MA%IMUM
SPALING
FLASHING
3
6
LENGTH VFRIES OEPENDING ON
I NUMBER AND SPACING �F RAFTERS
r
TYPICAL SIDE ELEVATION TYPICAL FRAMING SECTION
VERTICAL R❑OF VERTICAL ROOF OPTION
SCALE 1/B' = 1'-0' SCALE: 1/8' = 1'-0'
o��1dlBllfo/0�
,0,���F• `S' ���0'I
0 A� e�s�oA�,��o o ,,
,�,0,�`-a���Cj�„S���o��,,�. _
, �A i•• li� � •� `�v - `
� N � • "' � _
• w '
�0 1 j�1_//� :A�` 0.836'-IB GAl1GE �'�ER --
� � FURRING CHANNEL RAFT
° STATE OF ° `v-
: o:. � :�t✓:
'',i��-A� •.< O�3 Op�`'���o°�� ROOF PANEL ATTACHMENT
`I,v�� p°��0��\_��A� (ALTERNATE FOR VERTICAL RO�F PANELS)
00���OIY�pj1���O SCALE NTS
MOORE AND ASSOCIATES DRAVN SY= JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� C. HECKED Btr: PDH OPEN CARPORT
rHIS DOCUEMT IS THE PROPERir OP u00RE �wD nSSOCi�iES, INC. 7�E OJECT MGR= VSM DATE� B-21-1� SCALE= NTS JOB N� 121175
u�W1T�RIZED REPRODUCTION,COPrIr�Ci,OR OTHERVISE USE OP iXIS NT IS
LER�i�T�IBIfE�rwD iwr IripinGE�ENt irEREt7Pd�w�r BE SuB.iE[ TO LIEHT: - SHT. il DVG. 1� $K-1 V: 3
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