HomeMy WebLinkAbout15-16115 w
�- � CITY OF ZEPHYRHILLS
5335-8TH STREET
(sispso-oozo 16
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16115 Address: 37539 VALLEYDALE AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: VALLEYDALE RO ASSOCIATION
Est. Value: Parcel Number: 03-26-21-0170-00000-1660
Improv. Cost: 6,750.00 • OWNER INFORMATION
Date Issued: 3/25/2015 Name: EECHAUTE JULIUS &VALERIE
Total Fees: 135.00 Address: 104 FIRST CON ENR
Amount Paid: 135.00 LANGTON ON NOE 1 GO CANADA
Date Paid: 3/25/2015 Phone: 813-702-6338
Work Desc: ALUMINUM ROOF OVER
CONTRACTOR S APPLICATION FEES
BA R'S ALUMINUM INC BUILDING FEE 135.00
(�L� ^ � 2� —c S�
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.
` Ins ections Re uired
FOOTER 2ND ROUGH MB MIS INSULAT ON EILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will 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 fi) 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 Application.All work shall be pertormed in accordance with
.. = City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CONT TOR 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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I, BAHR'S ALUMINUM INC. Invoice No.
6440 Fort King Rd
Zephyrhills FL 33542
(813-782-3513) Toll Free:(866)296-4316
ItVVOiCE
Customer Misc
Name Julian Eechaute Date 3/5/2015
Address 37539 Valleydale Ave - Valleydale MH Park Order No.
City Zephyrhills State FL ZIP Rep
Phone 813-702-6338 Gate#5036 FOB
Qty Description Unit Price TOTAL
Remove Existing Rubber Roof&Haul Away
Install:Aluminum Pan Roofover
- 1 1/4"Pans.024
-2"Styrofoam w/Foil
-Aluminum Vents
-RF Gutter&Valance
-4"Downspouts
-Flashing on Carport
-Extra Foam on Front Porch to Buildup
Permit&Engineering Included
1 $6,750.00 $ 6,750.00
Customer:
SubTotal $ 6,750.00
Shipping $ -
� Payment Tax Rate(s) 0.00% $ -
Comments Deposit$1,750.00 Ck#519 TOTAL $ 6,750.00
Name
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We guarantee all material used in this contract to be as specified above and the entire job to be done in a neat,
workmanlike manner.Any variations(Per Homeowner)from plan or alterations requiring extra labor or material will be
performed only upon written order and billed in addition to the sum covered by this contract.
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2015041925
Permit No. Parcel ID No��'VI 11!—�5 1 —���v���� _I l(/�D�+
i
t � NOTICE OF COMMENCEMENT
State of ��1/��� County of ���C�
THE UNDERSIGNED hereby gives nolice that improvement will be made lo ceRain real praperty,and in accortlance k�ilh Chapter 713,Florida Stalutes,
the following infortnatian is provided in Ihis Natice of Commencement:
� 1 Descriptian af PropeAy: Parcel Identification No. ���'���a — I— ���—`
Street Address: � ` •a'I �, v �1l a
I 2. General DesuipUon o(Improvement
i o
3. Owner Infortnation or Lessee infortnation if tfie Lessee conlraded for the improvement:
c�lA.�t� �. � 'r�
��?539 CC(�d�,Q� Av� ����,fYhlJ�S ��--
Address b�� -! Slate
Interest in PropeAy: ��
Name of Fee Simpte Tilleholder:
� (If diHerent f;om Owner listed a6ove)
Address ,p��r�S �.�LAmI n Um ���v Slate
Canlraclor. �� � �W Y
(DU�C7"a f�l- 2GI�ti1Z►�'11��3 �C . � z <? � w
Address ^r)r(� City � State � � � � _� J U
Conlractors Telephone No: ���� z � O �O J �..
QOUCnJ N � �
5. Surety: - - - ' -'--
Name "'' �
Rcpf.:1668188 Rae: 10.00 _ � w � I— � a p
Address DS: 0.00 IT: 0�00 , 0 2 = Z J �
nmountotBond: S 03/18/2015 D. W., Dpl,y Clerk _ � O �� ��
H- W � � (�
6. Lende� . PpULA S 0•NEIL,Ph.D.Pq5C0 CLERK B COMPTROLLER Z =O O �
Name 03 R88K01�16�m PG 3��0 �� � � O��
Address Q�� U
Lender's Telephone No. � J
B � F--JQ
7, Persons within ihe Stale ot Florida designaled by lhe owner,upon whom natices or other documenls may 6e served as provided by � }(� m 0 � V
SecUon 713.13(1)(a)(7),Florida Statutes: � � = Z � J
o �' L�LL � � WI
Name � V O � �
Address ' Cily State � 0 n �� O
Telephone Number ot Designaled Pe[son: Z
f.da �/3 Q J
8. In addition to himself,the owner designales °�— a U3�V— �
to receive a copy ot the Lienors NaUce as provided In Sectian 713.13(1j(b),Fiorida Statutes. � F�O� � �'
Telephane Number o!Person or Entity Designated 6y Owner.
9. Expiration data of Nolice of Cammencement(Ihe expiraUon date may nol be before the completion of constructian and final paymenl to lhe
conlrador,but will be one year from lhe date of recording untess a dlHerenl date is specifled): � �( �
WARNING TO OWNER: ANY PAYMENTS MADE'BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT � �� *
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN � �
RESULT IN YOUR PAYING TIMCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE •
RECORDEO AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YJU INTEND TO OBTAIN FINANCING,CONSULT /p� �j�
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REC�RDING YOUR NOTICE OF COMMENCEMENT � �
Under penaity of pe�ury,I dedare lhat I have read the loregoing nolice of commencement and lhat the fads stated therein ara true to lhe be�t � a
• � `• ;�� ° �.
ol my knowledge and belief. d � 00 ay,
STATE�OFFLORIDA • � � ' b � o �
COUNTY OF PASCO ' �
��qpqp�µpNgpRREN Sig alure wner or Lessee,�r Ownels essee's Authoriaed a" � q �.��
�"Ow„ �,�`(CAMMISSION#FF2UZ304 q cer/DirectodPaAnedManager l�� m _
pfpIPES:FEB 23,2019 ` �
�� Bondeduwu0hlstSUteNsutanca
Signalory'S TIIIelOKce � L•
The foregaing insWment xias acknawledged before me this�day o(�,2(�.by �u l`�� ��`L�QN�`- �'•�7 � • � �
as �1��,Q� (type of aulho�ity,e.g.,oKcer,irustee,aqomey In fact)for !
}�p (nam part on hehalf of v�{p1�Iinstru enl was execuled).
Personally Known�OR Produced Idenlifica lon Natary Signature � Y�
Type of Identlficallon Produced Name(Print) r �
�
�
wpdata/bcslnoticecommencemenl�c053048
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'— — =L - — �
- � .
� 813-780-0020 City of Zephyrhills Permit Application Fex-s��-�so-ooz�
Building pepartment
Date Received 3" 9� Phone Contact for Pertnittin A
Owners Name c Owner Phone Number �V� ��-l�W
Owners Address � , l � Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple TiUeholder Address
i JOB ADDRESS �� � I V�Q„ Z— I S LOT# �
SUBDNISION �1.11� 1' PARCEL ID# v� —' lV 05 �V '�� �lVl4'
(OBTAINED FROM PROPERTY TAX NOTIC�
WORK PROPOSED � NEW CONSfit e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK � �/
BUILDING SIZE SQ FOOTAGE �� HEIGHT �
QBUILDING � ^]e�' VALUATION OF TOTAL CONSTRUCTION
�v
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $ � /�j/
�/ � .../
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ���
QGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED ELOOR ELEVATIONS D ZONE� ��YES NO
BUILDER COMPANY t �
SIGNATURE EGISTERED Y/ N FEE utta�n Y/N
Address �[Jr "i�� License#
+ � 1
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N �CUaaEn Y!N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y! N FEECURRFI. Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
' IIIIIIIIIIIIIItlllllllllllllllllllllllllllllllllllllllltlilllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)sel of Energy Fortns;R-0-W Pertnit for new consWction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Paga;(1)set of Energy Fortns.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet wmpliance
SIGN PERMIT Ariach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
Ffll out application completely.
Owner&ConUactar sign back of application,notarized
If over 52500,a NoGce of Commencement is required. (AIC upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for the ovmer)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Appiicetion Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
� 1 .
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 appiication 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
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,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.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be perFormed to meet standards of all laws regulating '
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment 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 an�i Environmentally Sensitive
Lands,WatedWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalis,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"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 tjme 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 fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU OTI E OF COM EMENT
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTO (J l
Subscribed and swom to(or affirmed)before me this Subscribed and om to(or affirtned)before me this
by y
Who is/are personaily known to me or haslhave produced Who is/are personally known to me or has/have produced
as identification. as identificaGon.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary ryped,printed or stamped Name of Notary typed,printed or stamped
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City of Zephyrhills ,
BUILDING PLAN REVIEW COMMENTS '�,
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Contractor/Homeowner: �/�d�' S ��� � �-
' Date Received: 3' ��— ��
I� -- GL � G'��4-� ���e-� '�
Site: ,
, �
', Permit Type: �-C�•Q.%Vl s (.'C PYl �v U ��/`e-�- -
Approved w/no comments: Approved w/the below comments: O Denied w/the below comments: ❑
I
This comment sheet shall be kept with the permit and/or plans.
�
��2v-i.�'
Kalvin Swit lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
1/21/2015 ' Florida Building Code Online
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Busines� ��,a �:�
; � Product Approval
Professi rral ��-, g USER:Public User
R�g�la�ion
' �1l���f'�(�'.R�����1� PrndiicF Aonmval Menu>Produrt or Annlicahon Search>A�oli ation Ic >Applicatlon Detall
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' a:.�,> m-co��-�''���'.- FL# FL1779-R4
5�ry�����"� Application Type Editorial Change
Code Version 2010
Application Status Approved
Comments
il
Archived
Product Manufacturer Metals USA Building Products 'b.(;'f/1r��
Address/Phone/Email 7815 American Way
Groveland, FL 34736 ��Ty p ��r�
� (352)787-7766 A��� �rti.,�to,.-�C;;� � 2(�•-j
bkaufmann@metalsusa.com �S L��� �'/��a/ C �}"�
./``f�� (' S'
Authorized Signature Bill Kaufmann
bkaufmann@metalsusa.com �`\
Technical Representative Bill Kaufmann
Address/Phone/Email 7815 american Way t„
Groveland, FL 34736 �'�-�.:�};���
(800)342-9077 �-�.�.,�j tn. �`�'�'��;p� �➢ }
bkaufmann@metalsusa.con7�,;-�i�������,B��Z p��=�j�
����h.��'�,-� ' �4�tIV, D1�G �1
Quality Assurance Representative BILL KAUFMANN r�a1���� ��IVG
Address/Phone/Email 7815 AMERICAN WAY
L��S. '��
GROVELAND, FL 34736
(352)787-7766 Ext227
bkaufmann@metalsusa.com
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
�� Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Thomas C Williams
Evaluation Report
Florida License PE-54877
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/29/2015
Validated By Christian Langley, PE
:�° Validation Checklist-Hardcopy Received
Certificate of Independence FL1779 R4 COI COI.odf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards '
Certified By
Sections from the Code
1714
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs%a2bbt23mI,8HoQjxpTByctB 1 nDSUkgChtZo%3d 1/2
1/21/2015 ' Florida Building Code Online
, E
Product Approval Method Method 2 Option B
Date Submitted 02/05/2013
Date Validated 02/12/2013
Date Pending FBC Approval 02/20/2013
Date Approved 04/09/2013
Summar of Products
FL# ':Model,Number or Name Description
^1779.1 ��������3"X 12"ALUMINUM RISER PAN X aluminum roof panels used in residential or commercial
�.024"AND .030",TWIN-VEE"W" applications of engineered mobile home roofover
i PAN X.028"&.034" systems,carports,screen rooms, patio covers,awnings, �
! canopies,walkway covers,and sheds.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1779 R4 II Drawing.pdf
Approved for use outside HVHZ:Yes Verified By:Thomas C Williams P.E. 54877
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:refer to engineering&installation sheets for spans& FL1779 R4 AE Eval.odf �
design pressures Created by Independent Third Party:Yes
6ack rDext.
[ontart lls;;1440 North Monrnp Streeh.Tallahassee FI 37�49 Phnne�R50-4R7-SR24
The S[ate of Florida is an AA/EEO employer.�..sovrioht�nm-�ot3 Stara nf Florida.::Privary SrarPmant;:ArrPC�ihilir^Sta Pm n Raf�nd�ta Pm nr
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubtic-records request,do not send electronic
mail to this entity.Instead,con[act the office by phone or by traditional mail.If you have any questions,please con[act 850.467.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for o�ciai communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To de[ermine if you are a licensee under Chapter 455,F.S.,
please click he[�.
Product AppravalAccepts:
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5�Cll C3I;4•3{y�;7'g;7��
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs%266t23mL8HoQjxpTByctB 1nD5UkgChtZo%3d 2/2
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
SIZE
RISER PANEL
D SIZE DEPENDENT ON SPAN
-SFE SPAN CHART
FASTEN W/ 110x3/4' ALUM RISER PANEL SMS PER PANEL 512E DEPENDENT ON SPAN /�c
ASEE SPAN CHART
STYROFOAM FASTEN W/ MIDx3/E
INSULATION PER PANEL
DETAIL E
KNEE WALL CONNECTIONJ'CA
'ALUM SHEETING
/110x3/4'SMS
® NEW RIDGEAX P EA VERT MEMBER PROFESSIONAL ENGINEER SEAL
I 1/2•x2'xl 1/2•x.090' STRIP SEALANTREDGES
RECEIVING CHANNEL 'x2'x.040'ALUM TUBE
TYP.TOPBBOTTOM U16.O.C.FASTENED TO ENGINEER OF RECORD
EXISTING CO ECTION U CHANNELS B
ROOF STRUCTURE / 0,3/4 S145M BOTHW NIOz3/4 SMS SIDESLI David W. Smith P.E.
BUILT UP ROOF SYSTEM RAFTER OR TRUSS I SCREW PER INCH OF AM>ALUM RISER PAN ROOF CON WALL RAT eE RIFY CODFLORIDA LICENSE NUMBER:53608
CONTRACTOR TO VERIFT[ONOIiION PURL -040'ALUM MOTUBING PURLIN B 4.O.FC. )K EXISTING FASTEN REC.CHANNEL LF
RDLT STRUCTLRE FASTEN TO HOST ROOF ROOF STRUCTURE TO HOST ROOFSTRUCTURESTRUCTURE V/110x4 1/2•S� AFTER OR TRUSS V/(2) NIOx2 I/2'SMSThomas L. Hanson P.E.
BEACH RAFTER NOTE=SEE SPAN TABLE B v BEACH RAFTER
NOTE:SEE SPAN TABLE BELOW
DETAIL D NOTE:SEE SPAN TABLE BELOW FLORIDA LICENSE NUMBER:38654
PANEL CONNECTION @ EXISTING RIDGE KNEEWALL C0NNECTI0NOEXISTING WALL/ROOF
Mark Ronald Dunn,Jr.
ALUM RISER PANEL 512E DEPENDENT ON SPAN
ALUM RISER PANEL P.E.S12E DEPENDENT ON SPAN
-SEE SPAN CHART -SEE SPAN CHART
FASTEN W/ 110x3/9' FASTEN V/ 1tox3/4• FLORIDA LICENSE NUMBER:73968
SMS PER PANEL SMS PER PANEL
LI Joel Falardeau P.E.
RECEIVING CHANNE '3'x.045•ALUM TUBE 1 1/2'x2•xI 1/2•..0+°• FLORIDA LICENSE NUMBER:70667
OR 2X__ SMB FOR HIGHER RECEIVING CHANNEL 16'O.040•ASTE TUBE EXPOSURE B
TYP.TOPLBOTTOM RISE TYP. TOP860TTOM L.
O.C.FASTENED TO
CONNECTION U CHANNELS B CO ECTION U CHANNELS B FBC Plans&Engineering
TOPE BOTTOM V/ TOPEBOTTOM V/
110x3/4 SMS BOTH SIDES 110x3/4 SMS BOTH SI➢ES
] SCREW PER INC OF BEAM) C I SCREW PER INCH OF EAM> ROOF MAX SPAN B 130-ISO 161 MAX SPAN B 151-]60 ULT FASTENERS W/ WASHER / SEAL HEAD Services, Inc.
TYPE/DIMENSIONS BETWEEN SUPPORTS BETWEEN SUPPORTS SEE FASTENER PATTERN
/PURLIN SPACING /PURLIN SPACING 6272 Abbott Station Drive Unit 101
EXISTING FASTEN RE CHANNE EXISTING FASTEN REC.CHANNEL UP TO 150 MPH=(3) SCREWS Zephyrhills,fl.33542
ROOF STRUCTURE TO HOST ROOF STRUCTURE ROOF STRUCTURE TO HOST ROOF STRUCTURE 11/4'x12'x.026'AL PAN 4' UP TO 160 MPH:(5) SCREWS
FTER OR TRUSS V/C2>■10x2 1/2'SMS AFTER OR TRUSS W/ C2) N10z2 I/O'SMS 4' Phone:(813)788-5314
BEACH RAFTER ��FTER FASTEN W/(N) #10x3/4' PER DETAIL 'A' N 'B' Fax:1-(866)-824-7894
NOTE:SEE SPAN TABLE BELOW SEMS PER PAN B EACH SUPPORT LOCATION
ALUM RIDGE CAP UP TO 150 MPH:(3) SCREWS Email:erb@thcplans.com
FASTEN W/ 110x3/4'SEMS P
11/2x12'..026'AL PAN 4' 4' UP TO 160 MPH:(5) SCREWS Website:www.fbcplans.com
FASTEN W/(N) #10x3/4' PER DETAIL 'A' IL 'B' C.O.A.-#29054
DETAIL E-1 DETAIL -`Z SEMS PER PAN B EACH SUPPORT LOCATION
KNEE WALL CONNECTION KNEE WALL CONNECTION 12'-5• 130 MPH UP TO 150 MPH:(3)SCREWS
@ NEW RIDGE @ NEW RIDGE 3•.12•x.024•ALUM.PAN 11'-9• ]40 MPH 11•_p- 151-160 MPH UP TO 160 MPH:(5)SCREWS
11'-6' 150 MPH FASTEN W/ (N) N]Ox3/4• PER DETAIL 'A' & 'B'
SEMS PER PAN B EACH SUPPORT LOCATION
13'-9• 130 MPH UP TO 150 MPH:(3)SCREWS DRAWN BY:
3'.12'x.032'ALUM.PAN 13'-0• 140 MPH 12•_0• 151-160 MPH UP TO 160 MPH:(5) SCREWS
12'x.032'ALUM.PAN ROOF 12'-9• 150 MPH FASTEN W/ (N) NIOx3/4' PER DETAIL 'A' B 'B'
FASTEN V/ 110x3/4'SEMS SEMS PER PAN B EACH SUPPORT LOCATION REVISION: DATE:
V/NEOPRENE WASHER 3•x12'.26 GAUGE ]6'-6• 130 MPH UP TO 150 MPH:(3) SCREWS
NEW ALUM PAN ROOF OVER RHINO PANS 15'-B' 140 MPH 14•_6• 151-160 MPH UP TO 160 MPH:(5)SCREWS RO 1
TOP OF INS. FOAM PAN ROOF STEEL PANS 15'-4' 150 MPH FASTEN W/(N) 1110x3/4' PER DETAIL 'A' 6 'B'
FASTEN WITH x10 x3/4 SCREWS SEMS PER PAN B EACH SUPPORT LOCATION
NEW IN EPS:14'-2' 130MPH
2' STYROFOAM INSULATI❑ IN EPS ALUM RIDGE CAP DN TOP OF EXISTING ALUM PAN ROB E%]STING PAN ROOF 3'x4'x.D24'COMPOSITE]N EPS:13'-6' 140MPH UP TO 150 MPH:(5) SCREWS RO Z
BETWEEN ALUM'2'PURLING 10 EPS: 13'-2' 150MPH 12'-3" UP TO 160 MPH:(5)SCREWS
FASTEN V/ 110x3/4'SEMS OR 2.2x.044 B4.6C 151-160 MPH FASTEN W/MIN(5) NIOx4 ]/2• (11' O.C. APPROX) RO 3
V/NEOPRENE WASHER
:TM
SIDES OF PANS CUT EXISTING PANS SEAL HD PER PANEL B EACH SUPPORT LOCATION
BACK TO EXISTING BEAM 111 EPS: 16'-5. 130MPH
NEW ALUM PAN ROOF OVER ROOF OVER MCV 4LU,1 IN EPS: 16'-0. 140MPH IN EPS UP i0 150 MPH:(5)SCREWS
2'STYROFOAM INSULATION A`Up PAN PqM ROO` 2x4 FASTENXMB LV/ANGLE-' 4•x4'x.D24•COMPOSITE 111 CPS, 15'-7. 150MPH 13'-4' UP TO 160 MPH:(5)SCREWS RO 4
110x1 I/O'SMS 151-160 MPH FASTEN W/MIN(5) #10x5 1/2' (II' O.C.APPROX)
NJH FAN ROO CZISr(„ A B16'MAX D.C.INTO DE TAIL G ISEAL HD PER PANEL B EACH SUPPORT LOCATION
;(ISTING SUTURE ALUM.'2•x2.OR G CUM,MUM PAM ROO CONNECTION FOR EXPOSURE C: MULTIPLY ALL ROOF SPANS BY .85 PROJECT ADDRESS:
EXISTING POSTE FOR EXPOSURE C: FASTENER METHOD CHANGED TO 1
1114 STRUC W/ 1110LTOSEXISTING ALUM PAN ROOF eXTsr BEAM ALUM FRAME WALL (5) #12 X 3/4" PER DETAIL 'A' & 'B' & 'C' SEMS PER PAN/PANEL
EX'S v/ 110:3/4 TEKS !MG Sr AND EACH SUPPORT LOCATION JULIAN EECHAUTE
NEW ALUM PAN ROOF OVER 2" STYROFOAM INSULATION BOARD R�rE 37539 VALLEYDALE AVE
OVER EXISTING ALUMINUM PAN ROOF FOR EXPOSURE D: MULTIPLY ALL ROOF SPANS BY .79
FOR EXPOSURE D: FASTENER METHOD CHANGED To ZEPHYRHILLS,FL.
(5) #12 X 3/4" PER DETAIL 'A' & 'B' & 'C' SEMS PER PAN/PANEL
AND EACH SUPPORT LOCATION
CONTRACTOR:
BAHR'S ALUMINUM
DETAILS
S-4
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10,&FBC 2010
WITH 2013 SUPPLEMENT.
/LUN RISER PANEL /ALUM RISER PANEL •OR 3'RISER PAN RUDF Z`/ls)/S
SIZE DEPENDENT ON SPAN SIZE DEPENDENT ON SPAN FASTEN W/ 110 X 2-1/2'HEX HD SCREWS 3x4•x.030'COMPOSITE PANEL ROD / I
-SEE SPAN CHART -SEE SPAN CHART V/FENDER WASHERS 6 SEALS FASTEN W/I/4'x 5'HEX HD SCREWS
FASTEN W/ 110x3/4' FASTEN W.'PID,T/4 N6 O.C.P RAKE EDGES AND V/FENDER WASHERS 6 SEALS
A-1 ALTERNATE: SEMS PER PANEL SEPT PER PANEL 4 PER PAN B BOTH ENDS 6'D.C.F RAKE EDGES AND
AND 4'MAX BETWEEN R PAN B'O.E-B BOTH ENDS PANEL RUDF
WHEN AN ADDITION IS /2'x4'x.040'ALUM ANGLE 2• E-P_S.FOAM / 2'E.P.S.FOAM RISE NEW CUB
FASTEN V/ 2'x2'x.D4 a-ALUM
ADJACENT TO HOST 11ox1 I/z OHS EXTRUDED TUBING
Bib•MAX D.C.INTO FASTEN TO HOST ROOF GUTTER DR VALENCE CA
TRUSS FRAMING STRUCTURE V/eIDx4 1/2' SMS VALENCE C_A� eex3/4•—� PROFESSIONAL ENGINEER SEAL
B-2 MAY BE USED AT EDGE B EACH RAFTER e8x3/4' TEKS28'O.C.
TEKSPB'D.C. EXISTING
HOME
EXISTING EXISTING ENGINEER OF RECORD
PLYWOOD 6 RUDF
1' MAX 1' MAX EXISTING FELT PAPER A A
XIS71NG XISTING R°°F OR TAR DETAILA-3 DETAIL(-� David W. Smith P.E.
ROOF STRUCTURE ROOF STRUCTURE
RAFTER OR TRUSS RAFTER OR TRUSS RISER PAN PANELLSRIT F FLORIDA LICENSE NUMBER:53608
•x.020'FASCIA STRIP •x.020•FASCIA STRIP EXIS7MG
FASTEN V/ALUM'C' FASTEN W/ALUM'C' ROOF HOME OVER EXISTING
CLIPe4'GC. CLIPe4•D.C. OVER EXISTI G STRUCTURE
Thomas L. Hanson P.E.
DETAIL A- DETAIL A- HOUSE OO TYPE ROx
NOTE: COMPOSITE PANELS MAY BE SUBSTITUTED
OVERHANG CONNECTION OPTIONS OVERHANG CONNECTION OPTIONS FOR ALUM. PANS PER SPAN TABLE FLORIDA LICENSE NUMBER:38654
WITH APPROPRIATE FASTENERS AS NOTED
Mark Ronald Dunn, Jr.
ALUM RIDGE CAP FASTEN W/ALUM RISER PANEL ALUM RISE NEL R PA ALUM RIDGE CAP 1103/4
x 'SEMS P.E.P1
SIZE DEPENDENT ON SPAN SIZE DEPENDENT ON SPAN FASTEN W/ 110x3/4'SEMS W/NEOPRENE-ASHER
FASTENSEE SPRE V/ 110x3/4' FASTEN W/J 110x3/4• BOTH SIDES OFOFAPANS BOTH SIDES OF PANS FLORIDA LICENSE NUMBER:73968
C SENT PER PANEL-
ALUM PER PANEL ALUM RISER PANEL
ALUM RISER PANEL SIZE DEPENDENT ON SPAN
SIZE DEPENDENT ON SPAN -SEE SPAN CHART 2'STYROFOAM
A -SEE SPAN CHART 2'STYROFOAM FASTEN V/ 110x3/4• INSULATION
2'.2'x.040'ALUM 2' E.P.S.FOAM /I.
x2'x.040'ALUM•Z' 2'E.P.S.FO FASTEN W/ KI0x3/4' SMS PER PANEL Joel Falardeau P.E.
TUBING PURLIN a 4'O.C. 4 O.C. SMS PER PANEL _- INSULATION
FASTEN TO HOST ROOF FASTEN TO HOST ROOF '-`
STRUCTURE V/110.4 I/2'SMS STRUCTURE W/110x2 v2'SMs "= FLORIDA LICENSE NUMBER:70667
BEACH RAFTER PEACH RAFTER _....... ::::: - _ :::-- eerl
B g g
MAX
FBC Plans&Engineering
'n
XISTING
ROOF STRUCTURE Services,Inc.
XISTING EXISTING XISTING RAFTER OR TRUSS
ROOF STRUCTURE 6272 Abbott Station Drive Unit 101
ROOF STRUCTURE ROOF STRUCTURE EXTRUDED ALUM.RIDGE BEAM
RAFTER OR TRUSS RAFTER DR TRUSS RAFTER OR TRUSS FASTEN 7U EA TRUSS OR Zephyrhills,fl.33542
2'x2 .040'ALUM AFTER V/110 x 1 1/2'SMS
Phone:(813)788-5314
NO\\ wTE:SEE SPAN TABLE BELOV WNOTE:SEE SPAN TABLE BELOW TUBING PURLIN P 4•aC ANp W/t3)110 x 1/2'SM
PAN W/ INSULATION ROOF OVER SYSTEM FASTEN TO HOST ROOF Fax:1-(866)-824-7894
SINGLE WIDE MOBILE HOME STRUCTURE W/1IDx4 1/2'SMS p
DETAIL B-� DETAIL B—� Websierb@Ib lm
BE NOTE:SEE SPAN TABLE BELOW NOTES SEE SPAN TABLE BELOW Website:www.fbcplans.com
INTERIOR SPAN CONNECTION OPTIONS
DETAIL[-1 DETAIL[-`2 C.O.A.-#29054
RIDGE CONNECTION OPTIONS DRAWN BY:
C V/NEOPRENE WASHER NOTE: FOR EXP C' & 'D' USE #12 X 3/4" SEM SCREWS REVISION: DATE:
BOTH SIDES OF PANS
ADDING PROTECTOR PANELS & INSULATION RO 1 DA UM RISER PANEL TO EXISTING ROOF PANS
SIZESEEPSPANNCTHARTONSPAN RO 2
FASTEN W/CN) 110.3/4' 2'STYROFOAM #I0X3/4' SEM SCREWS
SMS PER PANEL INSULATION 24' O.C.
El .024 ALUMINUM PANEL RO 3
RO 4
XISTING DETAIL[-3 PROJECT ADDRESS:
ROOF STRUCTURE 2-1/2' STYROFOAM INSULATION
RAFTER OR TRUSS JULIAN EECHAUTE
PAN W/ INSULATION ROOF OVER SYSTEM TUBING PURLINUB
DOUBLE WIDE MOBILE HOME OR HOUSE FASTEN TO HOST ROOF 37539 VALLEYDALE AVE
STRUCPEACH VRAFTER 1/2'SMS EXISTING 3' RISER PAN
ZEPHYRHILLS,FL.
PROTECTOR PANEL DETAIL CONNECTION
CONTRACTOR:
BAHR'S ALUMINUM
DETAILS
S- 3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &FBC 2010
WITH 2013 SUPPLEMENT.
PROFESSIONAL ENGINEER SEAL
Cy p Zc f FL 1 or e,5 u ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:536O8
Thomas L..Hanson P.E.
FLORIDA LICENSE NUMBER:38654
_ i •
Mark Ronald Dunn, Jr.
P.E.
FLORIDA LICENSE NUMBER:73968
Lf jLI Joel Falardeau P.E.
1 FLORIDA LICENSE NUMBER:7O667
FBC Plans&Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY:
REVISION: DATE:
RO 1
RO2
RO3
RO 4
j
PROJECT ADDRESS:
LA) 1l L, JULIAN EECHAUTE
bD tom'`�� "'""- 37539 VALLEYDALE AVE
ZEPHYRHILLS,FL.
CONTRACTOR:
BAHR'S ALUMINUM
FLOOR PLAN
S- 2
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE7-10, &FBC 2010
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR WITH 2013 SUPPLEMENT.
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 1BX14XO.013 OR
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2.
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. 3//5/1
S*'
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES JOB DESCRIPTION: ROOFOVER
OPC(PORTLAND CEMENT TYPE 1;ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. PROFESSIONAL ENGINEER SEAL
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
WATER REDUCING AGENT-ASTM C 494. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH ENGINEER OF RECORD
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH LI David W. Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY : 2
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE : B FLORIDA LICENSE NUMBER:53608
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 4. INTERNAL COEFICIENT: +/-.18
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: C&C DESIGNS WIND PRESSURES ARE PERASCE 7-10 AND FBC 2010 LI Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 MAY BE USED FOR ADDITIONS TO MOBILE HOMES,MODULAR&PARK MODEL HOMES
RECOMMENDATIONS. ASTM E 1300 AS WELL AS SITE BUILT BLOCK OR FRAME HOMES /FLORIDA LICENSE NUMBER:38654
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 4. THE SHEET MUST BE ACCOMPANIED BY A SITE SPECIFIC DRAWING
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ALL PAGES SIGNED&SEALED Mark Ronald Dunn,Jr.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 P.E.
SPALLING OR OTHER DETERIORATION.
ASTM C150
B.MASONRY: ASTM C33 FLORIDA LICENSE NUMBER:73968
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 ASTM C49 Joel Falardeau P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR. ASTM A185 ASTM A185
FLORIDA LICENSE NUMBER:70667
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23)
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE W/2013 SUPPLEMENTS.
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2005 ALUMINUM DESIGN MANUAL FBC Plans&Engineering
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: Services,Inc.
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 6272 Abbott Station Drive Unit 101
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Zephyr
Phone:hills,fl.33542
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Phone:(813)788-5314
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Email: rb@fb plans.4
2. SIM--SIMILAR Email:erb@fbcplans.com
ns.c
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A Website:www.ibcplans.com
3. UON--UNLESS OTHERWISE NOTED
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 4. CONT--CONTINUOUS HOLLOW SECTIONS C.O.A.-#29054
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 5.VIF--VERIFY IN FIELD
2 x 2:---------------------------------------2"x 2"x 0.044" DATE: 03-15-2015
0.024"SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DRAWN BY:
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"X 4"X 0.050" REVISION: DATE:
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, �.(
2 x 5:---------------------------------------2"x 5"x 0.050" �y
PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEENF - RO 1
INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD Y.
j7 Y' i
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN CONDITIONS. OPEN BACK SECTIONS �h�f��� RO 2
&CHAPTER 20 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:-----------------------------------------1"x 2"x 0.040" RO 3
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR RO 4
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS:
USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap 2"x 3"x 0.050"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD JULIAN EECHAUTE
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND f 37539 VALLEYDALE AVE
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS H.MISCELLANEOUS: SELF MATING (SMB) s� .. ` 8 ./jg j r ZEPHYRHILLS,FL.
VISIBLE WHEN PANEL IS INSTALLED. /3Za 1 �
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" AND
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" ` y COS
D.FASTENERS: THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2 x 6 SMB: 2"x 6"x 0.050"x 0.120"
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR:
300 18-8,WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL HOOMME. LOADING IS PLACED ON THE MANUFACTURED
2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
WITH ACQ PRESSURE TREATED WOOD. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2'x 9"x 0.072"x 0.224" BAHR'S ALUMINUM
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R4101.17 IN ITS ENTIRETY. NOTES
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 S- 1
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL