HomeMy WebLinkAbout15-16863 CITY OF ZEPHYRHILLS
5335-8TH STREET
_ - �:- (813)780-0020 1 63
;` - t. BUILDING PERMIT
PERMIT 1NFORMATION LOCATION�INFORMATION� �
Permit Number: 16863 Address: 39802 COG HILL LOOP LT 167
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: ALUMINUM PACKAGE Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0030-00000-1460
Improv. Cost: 13,000.00 - OWNER.INFORMATION
Date Issued: 1/05/2016 Name: NHC-FL115 LLC Brenda Meunier
Total Fees: 150.00 Address: 6991 E. CAMELBACK RD, STE B-310
Amount Paid: 150.00 SCOTSDALE, AZ 85251
Date Paid: 1/05/2016 Phone: (813)395-6579
Work Desc: 12 x 15 CARPORT& 12 X 16 SCRN RM& SHED W/ CONCRETE 10 X12 ROOF EXT12 X36
- CONTRACTOR S APPLICATION FEES _
SUNSTATE ALUMIUMN INC BUILDING FEE 150.00
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- � ` � - Ins ections Re uired �
FO TER 2ND ROUGH PLUMB MISC ' IN ULATI N EILIN
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: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
,
CONT CTO 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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�s�s=�ao-oo20, ; " ' City of Zephyrhills Permit Application�.:����•�,-�;,;--�- --.-�._._._ Fax-813-780-0021
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Date Received�� � ---�--. ,._V,�.��.��___� ' ' Phone Contactfor Permittin � ��J �3�' � ' -70 a, _ =�'s�� `
TITI-f7T� � - � ..,_._
Owner's Name � � r! �� � Owner Phone Number � .�-'' Sy- / 7 0—
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Owner's Address �. d � 33 Y�- Owner Phone Number .
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Fee Slmple Titieholder Name � Owner Phone Number
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Fee Simple,Titleholder-Address . I
_ . . i i L/ o� �� `� ICC..33ss� - LOT# '
JOB ADDRESS %1T�� (L�� r �
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SUBDIVISION CC �P %� DcC.F S PARCEL ID# � /"-� lo-o� l�- Ov3lJ.- ��d- � Y�o �
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e , NEW CONSTR e ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q /�3b
�/ / / (� lQ.J�/dL ��j-�
DESCRIPTION OF WORK �l ' 6��' ��c�r h (� r {2�CS T �d h�/�� ��`$¢,`�S
l�a'`� /
BUILDING SIZE SQ FOOTAGE� HEIGHT �B
"ITTI"ITT�TTl�T1�T�T�I�TTITTrITP1�ITrT�
QBUILDING $/� ,�f�a,O � VALUATION OF TOTAL CONSTRUCTION
U
'QELECTRICAL $ ' AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $ I �S`'(� �`,�
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � ���
�� Z1`
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QGAS Q ROOFING Q SPECIALTY 0 OTHER � �/n/�j,I.,�T
VLJ�C�✓
� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
-d-1-4-1-H-1-�-1-�-1--1-I--f-�1-1-1-�1=1-�-1-1-1-1-�--1-1-f-f-f--I-�1-a-I-1--1-E-�1-�1-1--1-1--1-f-1--l�-1-I--1--i-i-a-l-F-1-F-�F-i-1--1-I-i-E-i-
BUILDER � . S� 'o COMPANY T'�f�'t // �//�
SIGNATURE REGISTERED Y/ N FEE CU /N
Address � � /-7� I ^ �� G < l.S 3� y� Licens J' U�SI 7
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ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N CURR Y/N
� Address I License#
PLUMBER I COMPANY '
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER ` COMPANY
SIGNATURE I REGISTERED Y/ N FEE CURREN Y/N
Address I License#
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RESIDENTIAL Attach(2)Plot Pians;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten,(10)working days after submittal date. Required onsite,Construction Plans,Stbrmwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach'(3)complete sets of Building Flans plus a Life Safety Page;(1)set of Energy Forms.R-O-1N Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, --
Sanitary Facilities&1 dumpster.Site V11ork Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
**'*PROPERTY SURVEY required for all NEW construction.
-1..1-1•-1-I..f-.f-l••la-f-1-1.-f-1-�.�I..f-f•�I-M1••1-1•-1-1-1-4.�.i-1-I-I..i�.f.a-f-4�f..f.a-1-1•-1-I..f-i-1-1•-1-1�-i-1-�•.E.a-•f-{-i-1-f.a-fof-l-f�.
Dlrections: •
Fill out application completely.
Owner&Contractor sign back of application,notarized
, If over$2500,a Notice of Commenc�ment is required. (AlC upgrades over$7500)
'"` 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 Application Only)
Reroofs if shingles Sewers Seiice Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW .
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NQTICE OF DEED I�ESTRICTIONS: The undersigned understands thafi this permit may be suEaject to"deed"restrictions"
which may be more restrictive t�an Counfy regu(ations. The undersigned assurt�es responsibiiity for compliance with any
i appiicable deec3 restrictions.
UNLICE�ISED COIV'I'F2ACTORS AND CC)IVTRACTOR RESPONSlBlLITIES: !f the owner has hired .a contractor or
contractors fip undert�ke work, �hey may be required to be licensed in accordance with state and lacal regulations. if the
contractor is nof licensed as re�quired by law, bafh the owner and contractor may be cited for a misdemeanor violatian
under state 1aw. ff the owner or infiended contractor are uncertain as to what Iicensing requirements may apply for the
inte�ded work,they are advised to contact�the Pasco County Building tnspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractar(s) sign
portions of the "cot�tractor Black" of this application for which they will be responsib(e. ff you, as fihe owner sign as fihe
contractor, that may be an indication fhat he is not properly licertsed and is nat entitled to permitting privileges in Pasca
County.
TRANSPQRTATION lMPAGT/U7lLlTIES 1MPAGT AND R�SOURGE RECCIVERY FEE�: The undersigned understands
___ __ that Transportation_Impact-Fees and-Recourse Recovery Fees may apply to the construction of new bui►dings; change of
use in existing buildings, or expansion of existing buiidings, as specified in Pasco Coun#y Ordinance number 89-07 and
9Q-07, as amended. The undersigned also understands, that such fees, as may be due, wifi be identifed at the time af
permitting. it is furti-ler understoad that Transportation lmpact 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 Caunty Wafier/Sewer lmpact �
fees are due,they must be paid priar ta permit issuance in accordance with appiicable Pasco County ordinances.
GONSTRUCTION �.1EN L.AVN(Chapter 7'i3, F{arida Statutes, as amended}: lf vafuation of work is$2,5Q0.00 or more, !
cectify 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 fhe applicanf is someone
ofher than the"owner", 1 certify thafi 1 have obta'tned a copy of fhe above described document and prornise in good faith to
deliver it to the"ownnr"prior ta, ommencement.
CONTRAGTOR'SlOWNER'S AFFtDAVlT: l cerkify thaf a!!the information in this application is accurate and that all work
wi!! be done in compliance with all applicable laws regulating construction, zoning and land development. Application is I
hereby made to obtain a permit to do work and installation as indicated. I cerfiify that no work or installafion has
cammenced prior to issuance(of a permit and that ail work wili be performed to meet standards of aIl laws reguIating
canstrucfion, Coun#}� and Ciiy�codes, zoning reguia#ians, .and land development regulatians in the jurisdiction. ! also
� certify that 1 understand that the regulations of ather gavernment 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 Iimified#o:
- Department of Environmental Profection-Cypress Bayheads, Wefiland Areas and Environmentaliy Sensitive
Lands,lNaterNVas�ewater Treatment.
- Sauthuvest Florida Water Management District-Wells, Cypress Sayheads, Wetland Areas, Altering
Watercaurses.
- Army C��rps of Engineers-Seawalfs, pocks, Navigable Waferways.
- .Department of hiealth & Rehabilitative Services/Enviranmental Nea(th Unit-We11s, Wastewater Treatment,
Sep#ic Tanks. �
- US Environmen#al Protection Agency-Asbestos abatement.
- Federal Aviation A thority-Runways.
1 undersfiand that th�following irestrictions apply to the use of fiil:
- Use off11 is not a1{owed in F1ood�Zone"VR unless expressiy permitted.
- tf the fi1 material) is ta be used in Fload Zone "A", it is understood that a drainage plan addressing a
"compensating volume" wil! ba submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fili maferiaf is to be used in Fiood Zone "A" in connection with a permifted buiiding using stem wall
construction, 1 ca ify that fiiil wi11 be used aniy to fill the area within the stem wall. - '
- !f fill tnaterial is to be used in any area, l certity that use of such �1! wi!! not adversely affect adjacent
praperties_ If usel af fill is found to adversely affect adjacent properties, the owner may be cifed for viofating
the conditions of�he building permit issued under the attached permit applicafiion, for iots less fhan ane (�)
acre wt�ieh are elevated by fi1i, an engineered drainage plan is required.
If 1 am the AGENT FOR TFIE�OVUNER, i prom9se in gaad faith ta inform the owner of the permitting conditions set forth in
this a�davit prior t� commencing canstruction. ! understand that a separate permit may be required for electrical work,
plumbing, signs, w�ells, pools,� air conditioning, gas, or other insfiallatians not specifically included in the appiication. A
perrnit issued shall be consfirued to be a iicense to proceed with the work and not as authority to violate, cancel, alter, ar
set aside any provisions of the technical cades, nor sha13 issuance of a permit prevent the Buiiding OfFcial from thereafter
requiring a correction of error5 in pians, construction or violations of any codes. Every permit issued shal!become invalid
unless the work authorized by such permit is commenced within six monfihs of permit issuance, or if wark authorized by
the permit is suspended or ab'andoned for a period of six(6) months after fhe fime 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 wili demonstrate -
justifiab(e cause far the exten!Tan. if work ceases for ninaty{90}cansecutive days,the job is considered abandaned.
WARNlNG TO 01111NER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPRO`VEMENTS TO YOUR PROPERTY. IF YOU 1NTEND 1'O'(JBTAIN FiNANCtNG, CONSULT
W1fiH YdUR LENC�ER C)R AN ATTORNEY BEFORE RECORDING YOUR NC}TECE OF COt►JlMENCEi1f[ENT.
FLORIDA JUFtAT{F.S,917.43} I ^
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OtNNER OR AGENT�/C�E�''�=+����'����i..� _ CQNTRAGTO�
Sub cribed and sworn#o o a irme b fore �e thls Sub cribed and sworn to(o ir e�1)before me this
I 2 by„���L,���e yw1� l Z 2 `'�by �LG�,� ��t m �
Who islare persanal►v known to me ar has ave produced Wh isla e personally known to me or t aslhave produced
as ldentification. as ldentiflca6an.
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Natary Pobiic T V���""�""� /1 `������ Notary Public
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Cammission No.�— �' � '� �Cp�f�, Commission(Vo. �[ ��,�
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Name of Nofary typed,printed or stainped Name of Nofary fyped,printed or stamped
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �V� � � �1�. A LU M t if�l � dV� ,
Date Received: ��. — 2.3 — I �
Site: 3�$01 ��'�F-1 l L L �o0'P
Pernut Type: CA P�PoRT�c REE� �d�14�1-1�.����uci'e,i-e.
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ ��i
This comment sheet shall be kept with the permit and/or plans.
�' � �1'�
Kalvin S 'tzer � ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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�� ' ' ' � ' ((�n * � ' * Page No. b of Pages
�VU�L���L
' , SUN STATE ALUIVIINUIlII, INC.
6154 Fort King Rd
ZEPHYRHILLS; FL 33542
, (813) 788-7308
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SUBMI�TEDTO � � . PHONE r bA� �` (r�
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STREET , Le- �(�-� JOB NA61E � 1 v
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CITY,STATE and ZIP CODE o.._..I ti. JOB LOCATIQN
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ARCHITECT 1 OATE OF PLANS 1 JOB PHONE
We hereby submit specifications and estimates for �;"''f���� j
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�E�CCPI�trdCt here•y to`furnish material and labor—complete in accordance with above specifications, for the sum of:
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' ``.J����� `�\�,�'' � ._.____--___�.__ ----•-- �y dollars($ � �t�f����.� `""�`� ).
Payment to be made as follows: ' � ��
_----_'._�------'�_.-_,�,_�-
All unpaid balances subject to 1.5%monthly interest fee. �-��..�-.=•---~--�^�----------_9�_��� _.\
All material is guaranteed to be as spec'rfied.All work to be completed in a workmanlike i''rT J ��—'--:-':.�-�'�,...,r---�� __ ---,
Aut oriz�'d _...----��..�-.=��- -_--`__ - --�-=-- _�
manner according to standard practices.Any akeration or devlation from above specifications � �.– s�,".�.��""�_,_�'" J_�
invoiving ex[ra costs will be executed only upon written orders,and will become an e��''�Srgnafure �- __:.�-�=-�""'------'
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charge over and above the estimate. All agreements contingent upon strikes, acciden,__ts_��--^.�.---'"
or delays beyond our control.Owner to carty fire,tomado and other necessary insura`nce. Note:This pfoposal may be
Our workers are fully covered by Workman's Compensation Insurance. withd�awn by us if not acCepted within days.
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�CC��1t�IYLe Df �CDIYt�tTC�—The above prices,specifications %�1����� �^����,���� �
and conditions are satisfactory and are hereby accepted. You are authorized Signature�'�'� � '
to do the work as specified. Payment will be made as outlined above.
Date of Acceptance: Signature
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'.�������'`��� FL# FL993-R12 q� 3 . l' �
Application Type Revision
Code Version 2014 �
Applicatfon Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived (�
Product Manufacturer Kinro,Inc
Address/Phone/Email 2703 College Ave.
Goshen,IN 46528
(574)535-1125
rmanthey@Icil.com
Authorized Signature Rick Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By ' Ryan J. King, P.E.
C� Validatioh Checklist-Hardcopy Received
Referenced Standard and Year(oF Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Optfon A
Date Submitted 02/24/2015
Date Validated 02/25/2015
Date Pending FBC Approval
Date Approved 03/02/2015
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK%2... 7/3/2015
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Florida Building Code Online Page 2 of 3
Summa of Products �
FL# Model,Number or Name Description
993.1 a.9750 SH Extruded PVC Single Hung Tilt Window"Non-ImpacY' 1/8"
Annealed Insulated Glass with Nail Fin(Overail Freme Size
Max.46 x 60)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993.1 AAMA Cert.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiraition Date
Impact Resistant:No 04/28/2016
Design Pressure: +50.0/-50.0 Installation Instructions
Other:See INST 993.1 for installation instructions. (Note- FL993 R12 II Inst 993 1 odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E. 43409
Created by IndependentThird Party: Yes
' Evaluation Reports
, FL993 R12 AE EVAL 993 1 odf
Created by IndependentThird Party; Yes
993.2 b, 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
' Annealed Insulated Glass with Nail Fin(Overall Freme Size
i Max. 36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL993 R12 C CAC 993.2 AAMA Cert odf
Approved for use outside HVHZ:Yes quality Assurance Contract Expiraltion Date
Impact Resistant: No OS/20/2016
Design Pressure:+50.0/-66.0 Installation Instructions
Other:See INST 993.2 for installation instructlons. (Note- FL993 R12 II Inst 993.2.odf
Glazing Shall comply with ASTM E1300-04) Verified By; Lyndon F.Schmidt, P.E.4�3409
Created by Independent Third Party: `fes
Evaluation Reports
FL993 R12 AE EVAL 993 2 odF
Created by Independent Third Party: Yes
993.3 c.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Nail Fn(Overall Freme Size
Max.48 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993 3 AAMA Cert odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/20/2016
Design Pressure: +25.0/-25.0 Tnstallation Instructions
Other:See INST 993.3 for installation instructlons. (Note- FL993 R12 II Inst 993 3.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409
Created by IndependentThird Party; Yes
Evaluation Reports
FL993 R12 AE EVAL 993.3.odf
Created by Independent Third Party: Yes
993.4 d. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/B"
Annealed Insulated Glass with Aluminurn Nail Fin-(Overall
Freme Size Max.46 x 60)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993.4 AAMA Cert odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/28/2016
Design Pressure:+50.0/-50.0 Installation Instructions
Other:See INST 993.4 for installation instructions. (Note- FL993 R12 II Inst 993.4�df
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409
Created by IndependentThird Party: Yes
Evaluation Reports
FL993 R12 AE EVAL 993.4.odf
Created by Independent Third Party: Yes
' 993.5 e.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Aluminum Nail Fin-(Overall
Frame Size Max.36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993 5 AAMA Cert odf
Approved for use outside HVH2:Yes Quality Assurance Contract Expiratiun Date
Impact Resistant:No OS/20/2016
Design Pressure:+50.0/-66.0 Installation Instructions
Other:See INST 993.5 for installation instructions. (Note- FL993 R12 II Inst 993 S odf
Glazing Shall comply with ASTM E1300-04) Verified 8y: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party: Yes
, Evaluation Reports .
FL993 R12 AE EVAL 993 S.odf
Created by Independent Third Party: Yes
993.6 f. 9750 SH
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� 48.75'MAX.OVERALLFINWIDhI ��0�'� �''•�� �
4625'MAX.OYERALL FRAME WIDTH -_' �
3501 CR 6 EA5T � � x�?�m
ELKHART, IN 46514 ��.' * �.a n
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GENERAL NOTES > � � m ��'
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i. This product anchoring drawing has been developed in compfiance with the 5th Edition � � N J w '
(2014�Florida Building Code(FBCJ excluding the"High Velocity Hurricane Zone".See the � � �// � N � ��
Certification Agency Certificate fors¢es,specificallons and ratings. � $ � o � �W
$ V a a 4
m 2. Product anchors shall be as listed and spaced as shown on details.Mchor embedment to /� Y 3 Y X}
base material shall be beyond wall dressing,stucco,foam,brick and other wall coverings. �� ����m
9 3. Wood screvrs shall be installed following installation inshuctions of ANSI/AF&PA NDS 2012. All � �
other fastener types to be installed following tastener manufacturers installation inshuctions. ���
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v 4. Fastener embedment depths,edge d(siances and center-center distances shall be as � N�, � �,
� specified by the fastener manufacturer but in no instance shall they be leu than shown in tha � �W<� o
� drawing. ---- — =o o� v�
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° 5. Where shims are used,they must be a'Yigid/stifP'material that complies with the �$�� �
� requirements of the FBC. ¢N�Q
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� 6. Positive and negative design pressure requfrements for use with this drawing shall be '��� _
� N N N� �,
a detertnined by others For specific jobs in accordance with the goveming code. w =
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B 7. Site conditions not covered by this drawing are subject to(urfher engineering analysis. N p p o� m
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Q 1 T ical elevatlon,desl n ressures 3 eneral notes :�;p1A1EN510N;��;;�DlMEf�S10N„_='�i`•�QOS(JNF:.pi F�NEGAiiVE; owc.er: JK m
� 2 Horizontal S vertical crou sections&b�l of materials """"-' '"�"
cnK er: LFS 3
0 3 Horizontal&vertical cross secilons and glazing detal 48.75"x 62S 46.25"x 60.0" +30.0• ' -50.0 DMWINC N0. ¢
- 4 Buck&trame anchoring o
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I� � � � o NO DATE �Y S�CTjpNgiA& BILlEOFCMA ERIALS Phone No.: 873.s59.97s7
REY3SION5 FBPE CA No. 9813
�2014 R.W l3UILD�HG C�NBIItTANTB INC.�
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NOTE: 1 `.�,� , ••' • ..
1. 2X FRAMING TO BE DESIGNED ���� . .��':�y'^ $
BY THE ENGINEER OR ARCHIiECT ��_' �-��
SASH ' OF RECORD BAS�ON WIND LOADS =U:.� � �C �e z<'Z�n
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CONCRE7E AIJCHOR NOTES: N �
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edge distance to mortarjoinh. ���o
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� WOOD SCREW INSiALLATION NO7E5:
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1. Maintain a minimum 5/8"edge dlstance, I"end disfance,&1"o.c.spacing of o
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� wood screm to prevent fhe spliHing of wood. sMrfr 4 oF 4. "
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HORIZON�AL k VERTIGIL CftOSS yy P•o. eox z3o, vai��o, FL 33593
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REVISIONS FBPE CA No. 8813
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Regulation
Product Aooroval Menu>product or Aoolication Search>Aoolication List S Applfcation Detafl
` �r�-,�'2��•,:i'�.�.°>�".,,
�''_ ^-•:*�'��:� FL# FL161-R5
Application Type Revision
Code Version � 2014
Application Status Approved
Comments
Archived [j
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
. Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
' Category Exterior poors
Subcategory Swinging Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
� L�i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurence Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
.(��J Validation Checklist-Hardcopy Received
Certificate of Independence FL161 RS COI EvalReo CWS-176E fGuardian Door)odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/SO1/I.S.2-97 1997
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvyf4ngAXh 104... 7/3/2015
�
Florida Building Code Online Page 2 of 2. --��
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval OS/06/2015
Date Approved 06/22/2015
Summary of Products
F Model, Num6er or Name Description
161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert.
Li ' s of Use Installation Instructions
pproved for use in HVHZ: No FL161 R5 II CWS-176E(Guardian Door).odf •
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:+40/-40 � Evaluation Reports
Other:Not for use in HVHZ.Primarily used with Screen FL161 RS AE EvalReo CWS-176E(Guardian Door).odf
Rooms. Created by Independent Third Party: Yes
161.2 Guardian Hinged Door Guardia�Hinged Door w/Solid Core.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL161 RS II CWS-242D(Guardian Door-Solid Core).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by IndependentThird Party: 1'es
Design Pressure:+40/-40 Evaluation Reports
Other: Not for use in HVHZ, Primarily used with Screen FL161 RS AE EvalRep CWS-242D(Guardian Door-Solid
Rooms. Core . df
Created by IndependentThird Party: Yes
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Contact Us:•1940 North Monroe Stree[,Tallahassee FL 32399 Phone:B50-487-iB24
The State of Florida is an AA/EEO employer.Coovrlaht Z007-2013 State of Florida.::Privacv Statement: Accessibilitv Statement::Refund Statement
Under Fiorida law,email addresses are public records.If you do not want your e-mail address released in response to a publfc-records request,do not send
electronic mail to this entity.Instead,contact the o�ce by phone or by tradl[ional mail.if you have any questions,please contact 850.487.1395.�Pursuant to
Section 455.275(1),Florida S[atu[es,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Departmen[with an email address If
they have one.The emafls provided may be used for offlclal communimtion with[he Iicensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an emall address which can be made available to the public.To de[ermine i(you are a Iicensee under
Chapter 455,F.S.,please click here
Product ApprovalAccepts:
� � eChecV. �
SCCunC'Sti-fItICS'
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqvyf4ngAXh104... 7/3/2015
�
•"i
�
PRIME DOOR - NON-IMPACT GENERALNOTES: jq���,�
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUFiED /V
(SHOWN w/ALUM.SINGLE HUNG) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W�NDOW SYSTEMS
EDITION. 1900 SW 44TH AVE.
OCALA,FLOFtIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2} " WWW.CWS.CC
37 1�4" 3.CONFIGURATIONS:OUTSW ING,LEFT OR RIGHT HINGED.
OVERALL WIDTH 4.DESIGN PRESSURE RATING: 1 OOO ALUM.
� -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR
UNIT WIDTH GLASS TABLES ASTM E-1300-04. NON-IMPACT
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
� INFILTRATION TEST PRESSURE AND GLASS TABLES
DOOR CORE ASTM.E-1300-04. ,� ^ o
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N � � ¢
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o a o 0
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS. g w o �
w r ¢ m
7 5�8. 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE �
HINGE(TYP.) SYSTEM IS RE�UIRED IN WIND BORNE DEBRIS REGION. m m o p
7 ALL FRAMES SCREWEO TOGETHER. SMALL JOINT SEAM SEALANT � � O �
USED AT ALL FRAME JOINTS. N o�, � Z W
37 1�2• j w w o � �
B B � o o � a
B HINGE(TYP.) �.�.. �w. o v
$L � o 0 o w
OVERALL ' > > Q o
HEIGHT ' ••
i
W o U m Q O
i z
�
UNIT 5��2' ����`��pREby�T���'.
HEIGHT ���5
`��p.,.��G E N S�G�pti..
� ?�:' No 58201 .�:��:
i Lucas A. =*c * :*_
��" Tumer �-6: ��r:
DOOR 2015-04-27 '�� STATE OF :��
CORE 20:51-04:00 ��LO�F'�,<O p�0 P�\��+
i ,����SS��NA�E�►��,
zz
4127/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
� NORTH PORT,FL 34288
A PH.941-380-1574
6 A SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY' DATE:
GENERAL NOTES&ELEVATIONS........t
ADE 09/08/08
SE�C IIONVEWS.S.............................3 MAX. UNITSIZE DESIGN PRESSURE RATING IMPACTRATING DWGp: REV
BOM&EXTRUSIONS....................... ...4 �i �� CWS-176 E
ANCHOR SCHEDULE&NOTES.............5 37-1/4 X 81 +/-40 PSF NONE SCALE:
SHEET
INSTALLATION DETAILS........................6 1:15 1 OF 6
�������
WINDOW SYSfEMS
7900 SW 44TH AVE.
OCALA,FLORIDA 34474
27 3/4"
WWW.CWS.CC
MAX UNIT WIDTH
,2• 1000 ALUM.
GLASS DLO GUARDIAN DOOR
NON-lMPACT
� � r �
/ � o
N r +(�-- fw"
'a 'O M ¢
O O 0
Y
LL_ W
2��
W F- Q Q1
GLASS �
, DLO LL � m O
c o o Cn
� // N N Q Z W
¢ ¢ � Q
MAX a a w d �
UNIT F F�0 2
HEIGHT �
�/ cn
a a o W
> > ¢ O
w � U m Q z
GLASS `�����t�DREW��4��
DLO
:GP`'.��C E N 5'�..�p2�
:
��:� No 58201 �:���
�j :*: * i*:
-.os '
�p�. STATE OF :���
'O�. ��<U�
���i�CCS��O R 1�✓'�j\���,
i���,Sf�Nt'°i;�?`���
`�
i4/27/2015
�� LUCAS A.TURNER,P.E.
GLASS DLO FL PE#58201
1239 JABARA AVE.
SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288
ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574
SHEET DESCRIPTION:
DOOR
CONFIGURATIONS
DRAWN BY; DATE:
ADE osioaios
DWGN: REV.:
CWS-176 , E
scn�e: SHEET
���� 20F6
i
i
��
��
123/4" MAXO.C.(fYP.) (( TJ/7(��jJnTKN'I•�
vcxrovwuiUV(1•
6" MAX.(TYP.) WINDOW 3YSTEMS
SEE NOTE 2
6" MAX(TYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
INSTALLATION
ANCHOR(TYP.j
1000 ALUM.
GUARDIAN D�OR
��„
. NON-IMPACT
MAX O.C. in � m
(TYP.)
c7. � c•Q� w
INSTALL TWO i�8 ANCHORS THRU o 0 0 0
STRIKE PLATE AND DEADBOLT STRIKE
PLATE INTO SUBSTRATE(TYP.) � w o }
INSTALL ONE#8 ANCHOR THRU w i-- ¢ m
EACH HINGE INTO SUBSTRATE(fYP.)
m m o Z
LL LL 67 O
o Q (n
� r
N N ¢ Z W
w w o � �
a a iz a
0
>
¢ ¢ w U
�
a a o W
> > ¢ O
w � U m Q O
ANCHORLAYOUT Z
,`�������p RE W���ry�.
`��Q,`�•�GENS. G��,.
�—Ji: • No 582 1••,y�'A�
��k% ,k :�t-�
�R:
NOTES: ��: STA7E OF :���
1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. r�'O�Fs���a t�P C�����
�'��is��NA�E��`��
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING ��
SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/20'15
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE�58201
WOOD MUST BE PROTECTED TO PREVENT REACTION. 7239 JABARA AVE.
NORTH PORT,FL 34288
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH S'fRENGTHS LESS THAN PH.941-380-1574
THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6.
SHEET DESCRIPTION:
fi.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND
NOTES
7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONTRY,1"FOR WOOD AND METAL. oRnwN ar onrE:•
8,WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08/08
STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET fi. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a: Rev
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL 8E DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-176 E
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) scA�E: SHEET
��20 5 OF 6
TYPICAL HEAD ANCHORAGE �TIl7Rvf}��•� /„(/,{
w.sav(l r7fii""7>
WINDOW SYSTEPIS Il v✓/I i,
MIN.EMBEDMENT MIN.EDGE DIST i9oo SW 447H AVE. ~�
SEE TABLE 1
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS wWW.CwS.CC
SEE TABLE 1 INTERIOR �/4• MAX.SHIM
PERIMETER SEALANT HINGElSTRIKEPLATE HINGE/STRIKEPLATE 1 OOO ALUM.
BY INSTALLER SEETABLEDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR
INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1
SEE TABLE 1 NON-IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4" MAX.SHIM MIN.EMBEDMENT 1O � o
HINGE/STRIKE PLATE SCREW SEE TABLE 1 a n � W
� SEE TABLE.1 0 � o 0
Y
� W
INTERIOR
INSTALLATION ANCHOR SUBSTRATE BY OTHERS W � ¢ m
SEE TABLE 1 SEE TABLE 1 � � � z
SEALANT BEHIND PERIMETER SEALANT' m m m O
FLANGE BY INSTALLER BY INSTALLER `� � o �
� �
N N ¢ Z w
�Bl HORIZONTAL SECTION
INSTALLATION ANCHOR 6 TYPICAL JAMB ANCHORAGE o o W a �
SEE TABLE 1 SEAL OR SET IN w w > 2
CONGRETE OR MASONRY ¢ Q w �
PERIMETER SEALANT ° a ° o w
BYINSTALLER —� �—� ¢ �
� a MIN.EMBEDMENT
W � U m Q Z
SUBSTRATE BY OTHERS a SEE TABLE 1
SEETABLEI a a � + ``��`�PpjpREtv���i��
_ 'J�p.�;.��G E N SF G�pti��
MIN.EDGE DIST. ��:� No 58201 �:�7�'
SEE TABLE 1 _*: * •.*:
QVERTICAL SECTION ��� ' �
6 TYPICALSILLANCHORAGE :9�; STA7E OF :���
,,o :
�iOT�S.0 OR1�A;��2`.
����tS��NA����`�,
X�
4/27/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
TABLE 1:APPROVED INSTALLATION FASTENERS sHEET DESCRIP710N:
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST.
CONCRE7E{2.0 KSI N�fN.} 3/16"ITW TAPCON t' 1-tlg• INSTALLATION DETAILS
CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1" 1'
DRAWN BY• DATE:
2X MIN.SOUTHERN PINE(G=0:55) #10 WOOD SCREW 1-3/8' 1/2" ADE 09/08/08
0.045"ALUM.(6063-T5 MIN.)OR q10 GRADE 5 SELF-TAPPING/ FULL 7HREAD ��2, DWG p: REV
0.045"S7EEL(33 KSI MIN.) DRILLING SCREW 7HRU 0.045" NOTE:GLAZED WINDOW FRAME ATfACHMENT SHALL FOLLOW ALUMINUM CWS-176� E
HINGE AND SlRIKE PLAlE ANCHORS p8 WOOD SCREW t-3/6• 7/8^ ANCHORAGE AS SHOWN IN TABLE 1.
sca�E: SHEET
2 MIN.SOU7HERN PINE(G=0.55)
1�2 60F6
F
1,
- r'lorida 13uilding (:ode (�nline Yage 1 ot L
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• ,
R -1`�+n"'Z'� �tiiw . q 9�� c'��� 3.�i_�s� -�'< ��:�v..�
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4�a„=` `J `Yt'u -.Ty: 2 s.,.. n �:."�>ar�� '�f a F �J�.:.��"�
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,"+�'.�'"-�.'`sr�-�" -- �,'�..r��:..�.�....s�c
Fl�i�d��F�r����� BCIS Home � Log In i User Regis[ratlon i Ho[Topics : Submit Surcharge � Statr&Facts ; Publications i FBC StaH � BCIS Site Map � Lfnks i Search
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`���„s�,�,;, '�x ;��'�'-'� FL# FL12500-R�
..e�-. <v?`r.:
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived CJ
Product Manufacturer Norandex Build(ng Mater(als Distribution
Address/Phone/Emall 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(740)323-1787
Christine.Watson@norandex.com
Authorized Signature Christine Watson
Christine.W atson@norandex.com
, Technical Representative Christine Watson
Address/Phone/Email 300 Executfve Parkway West
' Sulte 100
Hudson,OH 44236
(740)323-1787
Christine.Watson@norandex.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Reg(stered Architect or a Licensed
Florida Professional Engineer
C� Evaluation Report-Hardcopy Received
Florida En ineer or Architect Name who develo ed Robert Nieminen
9 P
the Evaluation Report
Rorida L(cense PE-59166
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiration Date 12/31/2015 •
Validated By John W.Knezevich,PE
C� Validation Checklist-Hardcopy Received
Certificate of Independence FL12500 R2 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3679 2009
Equivalence of Product Standards
CertiFied By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8LJaHd... 7/3/2015
rlorida Building Code Online Page 2 of 2 �.'�i �
Product Approval Method Method 1 Option D
Date Submitted 04/22/2015
Date Validated 04/23/2015
Date Pending FBC Apprdval 04/24/2015
Date Approved 06/22/2015
� Summar of Products
FL# Model,Number or Name Description
12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems
Li ' se Installation Instructions
Approved for use in HVHZ: No FL12500 R2 II �015 04 FINAL ER NORANDEX SIDING FL12500-
Approved for use outside HVHZ:Yes R2.odf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-152 Created by Independent Third Party: Yes
Other: 1,)The DP noted fn this application Evaluation Reports
pertains to one particualr sidfng system. Refer to FL12500 R2 AE 2015 04 FINAL ER NORANDEX SIDING FL12500-
ER Appendix for all systems and design pressures. R2.�df
2.) Refer to ER Section 5 for Limits of Use. Created by Independent Third Party,Yes
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Son[ac[Us::1940 North Monroe Stree[ Tallahassee FL 32399 Phone:850-487-1824
The Sta[e of Florida is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacv Statement::Accesslbilltv S[a[ement::Refund Statement
Under Florida law,email addresses are publlc records.If you do not wan[your e-mail address released In response to a public-records request,do not send
electronic mail[o thls entity.Instead,contact the o�ce by phone or by traditional mail.If you have any questlons,please contact 850.487.1395.'Pursuant[o
Section 455.275(1),Florlda Statu[es,e/fective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Department with an email address if
, they have one.The emaiis provided may be used for official communica[lon with the Iicensee.However email addresses are public record.If you do not wish[o
supply a personal address,please provlde the Department with an email address which can be made available[o the public.To determine it you are a licensee under
I Chap[er 455,F.S.,please click here
Product Appraval Accepts:
� � �h'N" �
5(:C4Yf[�111TIUCA'
� https://www.floridabuildin�.or�/pr/pr app dtl.aspx?param=wGEVXOwtDavG4Atv8UaHd... 7/3/2015
H
r
FLORIDA WIND 20NE COMPLIANCE WORKSHEET,Height(h)<30 ft,GCpi=+0.18,Kd=1,Kzt=1
FBC Section 1609
VINYL SIDING Wind Speed-V„n(mph)3-second gust
�
Design 3 �
Max.Nail �
Product Profile Nail Engage Pressure 110 120 130 140 150 160 170 180 190 200 a � N
Spadng
(psf) w
OK OK OK OK OK OK OK OK OK OK B
Interior
OK OK OK OK OK OK OK OK OK OK C Zone4
American Classic D4,DSDL 16"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B EndZone
OK OK OK OK OK OK OK OK OK OK C
OK OK OK OK OK OK OK OK OK OK D S
OK OK OK OK OK OK OK OK OK ' OK B
Interior
OK OK OK OK OK OK OK OK OK OK � Zone4
American Classic D6 16"o.c. studs 111 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK C EndZone
OK OK OK OK OK OK OK OK OK ,:;. NO, " D S
OK OK OK OK OK OK OK OK OK OK B
Interior
Cambridge OK OK OK OK OK OK OK OK OK OK C
Zone 4
6.5 Beaded 16"o.c. Studs gs OK OK OK OK OK OK OK OK OK NO �: � D
Beaded , OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK � .NQ` r:NO C End Zone
:. 5
OK OK OK OK OK OK OK '':NQ'„„- �- NO NO.=• " D
OK OK OK OK OK OK OK OK OK OK B
, . Interlor
OK OK OK OK OK OK OK �:�;:;:!:NO'!-,;�';' �"`',NO, -= NO ° C
Finish Works . �SB� Zone 4
�,.;.,.. . ...,.
Single 6.25 16"o.c. Plywood 56 OK OK OK OK =_:NO.;�+,�''- ::":rNO.;:=?`.'! :;'"�'�NO�?"" :';;'� NO'� ' �NO: " D
Board&Batten OK OK OK OK OK OK OK OK �:''NO'�. �.NO"' B
and/orStuds End Zone
OK OK OK OK OK eN0?�_=; � ND:=",� �'�-:NO:' • �::;NO" NO . C
_.. . . �..,;: ....:_. '.:_......
:..�:,�
OK OK OK OK NO-,;r:';=. - 5
- NO,:,..,, ::...�:.NO',"."; ,,;WO,',: :..�:..NO: NO D
OK OK OK OK OK OK ` OK OK OK OK B
Interlor
OK OK OK OK OK OK OK OK OK OK C Zone4
D4,DSDL 16"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B EndZone
OK OK OK OK OK OK OK OK OK OK C
Generations or OK OK OK OK OK OK OK OK OK OK D 5
Polar Wall Plusl OK OK OK OK OK OK OK OK OK OK B
Interior
OK OK OK OK OK OK OK OK OK OK � Zone4
D6 16"o.c. Studs 111 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK C EndZone
OK OK OK OK OK OK OK OK OK _NO' D 5
� OK OK OK OK OK OK OK OK OK OK B
Interior
OK OK OK OK OK OK OK OK OK OK C Zone4
Great Barrier D5,DSDL 16"o.c, Studs 152 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � EndZone
�~,�� 5
�.ITRSM7YEn OK OK OK OK OK OK OK OK OK OK D
EXTERIOR RESEARCH DESIGN,LLC. Norandex-FL12500-R2
Certifcate of Authorization#9503
Robert Nfeminen,PE-59166
04/21/2015
Appendix 1, Page 1 of 2
� r
EXTERIOR RESEARCH &DESIGN,LLC.
Certificate ofAufhorization 119503
T^ ��'�I 353 Christian Street
K ERD Oxford, CT 06478
PHONE: (203)262-9245
. FAX:(203)262-9243
EVALUATION REPORT
Norandex Building Materials Distribution Evaluation Repoi�t C13820.04.09-1-R2
300 Executive Parkway West,Suite 100 FL12500-R2
Hudson,OH 44236 Date of Issuance:04/28/2009
Revision 2:04/21/2015
$COPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations gaverning the use of i
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for I
use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with 'i
the 5`h Edition (2014) Florida euifding Code secfions noted herein.
DescRiPriorv: Norandex Vinyl Siding Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and
the minimum provisions of FeC 1404.9.
CONTINUED COMPLIANCE: Tf115 Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
AoveRriserweN7: The Evaluation Report number preceded by the words "Trinity � ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPecrtoN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 2-page Appendix.
Prepared 6y: ,�,«I�i�;�,.,,—
�<<>��.�t. .�, �.,
:<.,�:-'G 4�:i.,�.,,
y;o:_ti`' ;'•::'?
'!_�'�'.C:3�p'S71`.�-' i
.*_
%��`-Sir;�..�". ��6W:
*,;
'%�'r�(�'��C�1�'.�'r��1 The(acsimfle seal appearing was authofized by Robert Nleminen,
Robert J.M. Nieminen P.E. '�, s.:•••••••-
� C!���J;Q�j,;�ta`k� P.E.on 04/21/2015.This daes not serve as an electronlcally signed
Florido Registrotion No.59166,Florido DCA ANE1983 ��-. document.Signed,sealed hardcopies have been transmltted to the
Product Approval Admtnistrator and to[he named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity � ERD does not'have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates. 1
2. Exterior Research & Design, LLC. d/b/a Trinity � ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3_ Robert Nieminen,P.E. does not have nor will acquire, a financiai interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have,nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
FBC Plans �j``�� a.� 2��(ls
Fiof;a� &Engineering ������������������������������������������������������������
�uilding 6272 Abbott Station Dr.
UnN 101 2016001115
(A�e • Zephyrhitts,FL 33542
Permi[No. ParCel ID No a y- a�-a! — o�3 v-ocYk�� -/yG D
NOTICE OF COMMENCEMENT �
i Slale of �/tJ/���4 County o! � 4�C 1
THE UNDERSIGNED hereby gives nolice Ihat improvemenl wili be made to certain real property,and In accordance with Chapler 713,Flarida Slatutes.
Ihe following infortnalion is provided in lhis Nolice o!Commencemenl: l '�1
1, DescriD��on of Property: Parcel Identification No. a y-J L��� - O C��U ^ �vl�vv '- �y� �
Streel Address: �'7 0 Dd. �p c /ti!i`// L-O J/J �.P-n�4/`����c �-`L ' 33��/�--
2, General DesCription af Improvemenl ���� �C r�'�H �""'��� �h�dY� � ' -`�d�0 1.(�/'
. �
3. Owner Informalion or Lessee information if lfie Lessee conlraded forthe improvemenl:
o �%/J i�u![/c�r
,�9�Oa "�� h��`7! �� � ,. ��`//s �� 33Ss�� ,
Address Gty � Slale
Inlerest in Property: v i.v �
Name of Fee Simple TiUehalder:
(If difterent Irom Owner listed a6ove)
Address _c1-� J y�/- Ciry Slate �
4 Conlrector �-+�kS�4li� /�U� � ,^ -
�O/�y e�t �i k� /� �-e0�rle i l�d �'�_,�.3 S�F 1'
���Y—!� Slate
Address Q c7
Contractor's Telephone No. o�-3" ���T� 7j��
5. Surely:
Name
AAdress � Ciry Stale W � C.O � � �
Telephone No. C
Amount of Bond: E � � --{ Z�� T �
z � m �' —Di
� 6. Lender. � m r D � m
Name Cily Stale � �� Q � � ,�
Address �
i LendeYs Telephone No. � '� � � � �
Zo OOmr
' 7 Persons within lhe State o!Florida designaled 6y lhe owner upon whom�notices or other documents may be served as provided by m � n � � � O
Sec[ion 713.13(1)(a)(7),Florida Statules:
1— O z C m -n �
orn � � v
Name r "'�
� m nn =�
Cil state � 0 � Q D n .
Address Y Q m �D '� �
Telephone Number of Designaled Person: � � n "� = C
g, In addition lo himself,the owner designales - �r— (7 (7 �J O m �
�� to receive a copy o(Ihe Lienors Nolice as provitled in Section 719.13(1)(b),Florida Slalutes. Q D � � O
Telephone Number of Person or Entily Designaled by Owner: 0 � � z m m o
g. Expiralion date of Notice of Commencemen!(the expiretion dale may not be before the completion ol construclion and final paymenl lo Ihe m —{ fTl = p
contraclor,bul will be one year from the dale of recor ding un less a di Heren t d a t e I s s p e c i f i e d): � � N r (n � � �`
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT � � � '� C z �
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN � r � S O � � C�
RESULT IN VOUR PAYING 7WICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE �— m � � m — O
RECOROED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT � � 6 � z D
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT � m �
Under penally of perjury,I dedare lhal I have read thz fo�egoing notice of commencemenl and that lhe(acls stated therein are true to the besl
of my knowledge and belief.
STATE�OF FLORIDA �Qf"!O�Y�- ,��,rl(„�/��
COUN'i Y OF PASCO � � �
Signalure ol Qwner or L see,o�Owners or Lessee s Authonzed �
ONcedDireclorlPartner/Manager � � �
Du�.r��I�— '�'
�y�p Signatory'sTitle/OKce ��•� ��
`7`_�' /�, f.� E.�DA �F�..t�6C� � � �
The foregoing fnstrument was acknowledged b�e�fnore me this day a� Z� y o m
as QN/��� (lyPe ot authorily.e.g..oKcer,Iruslee,allomey in facl)for � • � p ' �
(name�parly/oJn behal/l/of whom Inslnim/Jenl was execuled). � � � ••�
9 A�oiA�/"��/��1� r O � `�
Nota Si n-���' O o
Personally Known�OR Produced IdenOfication� �' 9 � n l >� � ^
f� � `]� l�.�/� Name(Print)�i.��iF-_�� /�./�l�1-LGT� _ � �/
Type of Idenlification Produced M1� • u� ���� ' .�'
p� � A�
�� 0. • ��e'
�;� s�r�o�n K oa carlo � $t
��: , MrcaMr,nss���,�eas�
�e EXHRES:Jutce 28,2016
`fQ BondeETlwNduYPuOGcUMemikn
wpd ala/bcs/noticeeommencemenl_pc053048
Repl:1738435 RBC: 50.00 PAULR 5 0'NEIL,Ph D.PRSCO CLERK 6 C011PTROLLER
IT: 0.00 01/05/201930�am PG ���
DS: 0.00 Clerk OR BK
01/05/2016 E. M•, �PtY '
ENGINEER'S NOTES:
I HEREBY CERTIFY THAT I HAVE REVIEWEE
THIS PLAN AND FOUND IT TO BE IN
2' THICK SYROFOAM INSULATION BOARDS COMPLIANCE WITH ASCE7-10, &
1. THE BASIC DESIGN WIND SPEED= UP TO 170MPH-ult/132MPH-cLsd, 3 SEC GUST BETWEEN PURLINS AND PANS FBC STH EDITION(2014)RESIDENTIAL&
2. THE WIND RISK CATEGORY =II EXISTING
3, THE WIND EXPOSURE CATAGORY ='B'
EDGE OF EXISTING ROOF
4. THE INTERNAL PRESSURE COEFFICIENT = +,/- 0.18
TOTALLY ENCLOSED TYPE 11 STRUCTURE
5. C&C DESIGN WIND PRESSURES ARE PER 2'x2 ALUM PURLIN
FBC 5TH EDITION (2014) TABLE R301.2(2)
4' O.c. MAX
024' RIDGE CAP 2' THICK SYROFOAM INSULATION BOARDS �Z �C
FASTEN TO TOP OF EACH RISER W/ LIP & FASTENERS PER DETAIL BETWEEN PURLINS AND PANS
#10x1/2' SCREW & NEOPRENE WASHER & CLIP ATTACHMENT PLAN RIDGE LINE ' TYPICAL
LIP & FASTENERS PER DETAIL
& CLIP ATTACHMENT PLAN -
5/16' 2'x2' ALUM PURLIN
11/2'x12'x.024'
ALUM ROOF PANEL PROFESSIONAL ENGINEER SEAL
ACIA OR GUTTER ENGINEER OF RECORD
OPTIONAL
TYPICAL SECTION ® ROOF OVER I-2' TYPICAL David W. Smith P.E.
024' RIDGE CAP LIP& FASTENERS PER D MAX EDGE OF EXISTING RO❑F -TL FLORIDA LICENSE NUMBER:53608
FAST N TO TOP OF EACH RISER W/ & CLIP ATTACHMENT PLAN
#10xl/2' SCREW & NEOPRENE WASHER CLIP & FASTENERS PER DETAIL
& CLIP ATTACHMENT PLAN PURLIN ATTACHMENT PLAN TYPICAL Thomas L. Hanson P.E.
11/2'x12'x.024'
5/16' ALUM ROOF PANEL FOR PANS TO PURLIN W/INSULATING STYROFOAM FLORIDA LICENSE NUMBER:38654
30#FELT MIN. OVER 15/32'MIN.STRUCTURAL
WOOD PANEL ROOF
Exisitr� ACIA OR GUTTER
Mark Ronald Dunn, Jr.
Eris OPTIONAL
TYPICAL SECTION ® ALUM PAN ROOF OVER FORMED LEADING CONTINUOUS ED EDGE OFTOGETHER PAN FLORIDA LICENSE NUMBER:73968
CRIMP
30 FELT OVER STRUCTURAL ROOD PANEL SILLATHING W/DRIP EDGE USING SEAMING TOOL
VARIES LI Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
- - --- -7
— s/ FBC Plans & Engineering
0 3' roan. Services, Inc.
/8' I /, A IES 6272 Abbott Station Drive Unit 101
Zephyrhills,0.33542
Phone:(813)788-5314
C2) NAI X 11 GUAGE // / / /�/ Fax:l-(866)-824-7894
i UM RO2•x.024' ROOFING NAILS @ 2' O.C, /, ``, Email:erb@fbc lans.com
ALUM ROOF PANEL P
FASTEN WITH CLIPS PER PLAN ,,* \ �" Website:www.fbcplans.com
C.O.A.-#29054
DATE: 12/22/15
CLIP & FASTENERS PER DETAIL 1 1.� \a,
A IES
& CLIP ATTACHMENT PLAN \\ REVISION: DATE:
2'x2' ALUM PURLIN -
26 GA. SUNSTATE RO 1
- - GALVANIZED CLIP DETAIL
FASTEN TO ROOF OR ALUMINUM PURLIN CLIP ATTACHMENT PLAN � RO 2
W/(3) #10x3/4' TEKS RO 3
FOR PANS TO STRUCTURAL WOOD PANEL ROOF
RO 4
SHADED AREA CLIPS @ 2' O.C.
CENTER UNSHADED AREA: 4' O.C. PROJECT ADDRESS:
PLAN VIEW PAN INSTLALLED TO BRENDA MEUNIER
EXISTING SHINGLED ROOF OR 39802 COG HILL LOOP
TO PLYWOOD SUBSTRATE & 30# FELT
MAJESTIC OAKS
CLIP& FASTENERS CRIMPED BETWEEN PANEL LIPSi/I DESIGN BUILT ZEPHYRHILLS,FL.33542
CLIP ATTACHMENT DETAIL WITH SEAMING TOOL
FACIA TRIM - FACIA TRIM ALUMINUM R00FOVER WITH CONTRACTOR:
.032' THICK
.032' THICK\ 2'x2•ALUM PURLIN GALVANIZED CLIP SYSTEM
2'x2' ALUM PURLIN
SUNSTATE ALUMINUM,INC.
EXISTING ROOF RESIDENTIAL OR
END VIEW
COMMERCIAL USE
CONNECTION DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,FBC 5TH
EDITION(2014)
EXISTING RECOMMENDED ALUM FLASHING RESIDENTIAL&EXISTING
ROOF 12' APPROX UNDER DRIP EDGE
#8 X 1/2' CORROSION RESISTANT
ALL PURPOSE SCREW
HOST WALL
OR FASCIA
PRODUCT APPROVAL CODE CHART
�
HEADERS SPAN JACK STRUCTURAL COMPONENTS
; ;� ;
@ BEARING WALL SIZE 'W' STUDS SIMPSON SPI/SP2 FL10456
SIMPSON H10A FL11478
SUPPORTING (2) 2'x4' 4'-4' I � �; � FASTEN COMP. PANELS TO TOP PLATE '^/'
COMP. PANEL ROOF
W/#12X4' WASHER/SEAL HD SCREWS SIMPSON DSP FL10456 V
(2) 2'x6' 6'-4 1 SIMPSON SPH FL10456 � 1
12' O.C. @ ENDS & 8' O.C. @ RAKES.
SIMPSON ABU/ABV FL10B49 I
(2) 2'x8' 8'-O' 1 ; ii ; FASTEN PANEL TO HEADER CHANNEL SIMPSON LSTA/MSTA FL10652
(2) 2'x10' 9'-6' 2 ; W/#10XJ' WASHER/SEAL HD SCREWS
BOTTOM @
(2) 2'x12' il'-6' 2 � �; � 8' O.C. PROFESSIONAL ENGINEER SEAL
DBL, HEADERS W/�' PLWD. SPACER, GLUED & ; ;I ; FASTEN REC. CHANNEL TO HOST BEAM
NAILED W/16d NAILS @ 24' O.C. (2 ROWS II I W/J'X2' LAG SCREWS @ 24' D.C., 2 ENGINEER OF RECORD
STAGGERED) ;I ROWS STAGGERED. STRIP SEALANT
I II 1 BETWN. FASCIA & REC. CHANNEL ALL CONNECTORS AND FASTENERS IN David W. Smith P.E.
CONTACT W/TREATED WOOD SHALL BE
ZINC COATED GALVANIZED STEEL OR FLORIDA LICENSE NUMBER:53608
SIMPSON 'ZMAX'
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
2X4 STUD WITH SIMPSON SP2 WALL PANELS (PLYWOOD) NAILING NOTE: Mark Ronald Dunn, Jr. P.E.
NAIL 8d NAILS 6' D.C. @ EDGES & 12' D.C. IN FLORIDA LICENSE NUMBER:73968
FIELD, ROWS OF NAILS SHALL BE ' MIN. FROM
PANEL EDGES, PLYWOOD SHEATHING SHALL Joel Falardeau P.E.
2X4 CRIPPLES @ 16' D.C. FASTEN COMP, PANELS TO TOP PLATE 12 OVERLAP BOTH TOP & BOTTOM PLATES. ALL W/#12X4 F
j' WASHER/SEAL HD SCREWS 1/2 FASTENERS NAILED PER MFG,'S SPECIFICATI❑NS, FLORIDA LICENSE NUMBER:70667
DBL 2X HDR, W/1/2' CDX 12' O.C. @ ENDS & 8' D.C. @ RAKES.
PER TABLE FBC Plans & Engineering
Services, Inc.
DBL 2'X4' TOP PLATE (ONLY NON-TREATED
WOOD IN CONTACT W/ALUM. ROOF OR S S 33542
PROVIDE IMPERVIOUS MOISTURE BARRIER) 62627272 A Abbbbototttation Drive Unit 101
SIMPSON LSTA OR EQUIV. Phone:(813)788-5314
AT THIS LOCATION DBL. 2X HEADER W/�' PLYWD. SPACER OVER Fax:1-(866)-824-7894
WINDOWS/DOORS. SEE HEADER TABLE Website:www.fbcplans.com
2X4 BLOCKING FOR PANEL SPLICE C.O.A.-#29054
2X4 JACK, SEE TABLE INSTALL WINDOWS PER MANUF. WHERE WALL HT. EXCEEDS PANEL
INSTALLATION INSTRUCTIONS LENGTH
SHEATHING SHALL OVERLAP BOTTOM AND TOP SIMPS❑N STUD PLATE TIES ❑R EQUIV. ARE
INSTALL WINDOWS/D❑ORS PLATES, SEE NAILING N❑TE REQUIRED ONLY AT THE CORNERS AND EACH SIDE DATE: 12/22/15
IN GALLING NER MANUF. OF OPENINGS WHEN SHEATHING PANELS ARE
INSTALLATION REVISION: DATE:
INSTRUCTIONS ' CDX PLWD, (OR APPRVD. EQ.) FINISH W/ CONTINUOUS (8'-0' OR UNDER) AND NAILED PER
VINYL SIDING PANEL NAILING NOTE.
SIMPSON DSP 2'X4' WOOD STUDS @ 16' D.C. ADD SP2/SPI AT ALL STUDS WHERE WALL HEIGHT
❑R EQUIV. EXCEEDS 8'-0' OR WHERE SHEATHING PANELS ARE
2X4 P.T. BASE PLATE JOINED,
J'0 WEDGE ANCHORS W/STANDARD WASHERS, 12' FROM
FRAMING FOR OPENINGS CORNERS, 6' FROM OPENINGS AND 24" O.C. PROJECT ADDRESS:
WITH HEADER W/4' MIN. EMBEDMENT & 1j' MIN, EDGE DISTANCE TYP. 4' 2500 PSI CONCRETE SLAB WITH 6'X6' #10/10
WWM (OR FIBERMESH) OVER 6 MIL. POLY VAPOR BRENDA MEUNIER
Co SEE NOTE BELOW :' ; BARRIER W/EDGES LAPPED 6' & SEAMS TAPED,
GRADE =::. . 39802 COG HILL LOOP
--- :'< OVER CLEAN, COMPACTED, TERMITE TREATED SOIL.
N CONC. BELOW )T�/ // MAJESTIC OAKS
GRADE PER R403.1 ZEPHYRHILLS,FL.
2 #5 REBAR CONT. ON �/ � WOOD SIDING, SHEATHING, AND WALL FRAMING CONTRACTOR:
3' HIGH CHAIRS I ON THE EXTERIOR OF A BUILDING HAVING A
2' CLEARANCE OF LESS THAN 6' FROM THE SUNSTATE ALUMINUM, INC.
FOOTING WIDTH & DEPTH SIZE AS PER R403.1 & B1809.4. GROUND OR LESS THAN 2' MEASURED VERTICALLY
FROM CONCRETE STEPS, PORCH SLABS, AND
WALL SECTION/DETAILS SIMILAR HORIZONTAL SURFACES EXPOSED TO
THE WEATHER SHALL BE PRESERVATIVE TREATED AS PER R317.1 WOOD WALL FRAMING
PRESSURE TREATED PLYWOOD SHALL BE A MIN. OF 2' HIGH ABOVE SHED
GRADE, AND MAY BE NON-P.T. ABOVE 2'.
I HEREBY CERTIFY THAT I HAVE REVIEWED
EDGE THIS PLAN AND FOUND IT TO BE IN
3'X48' COMPOSITE ROOF, FL 2291 BEAMS
OR EQUIV. FASTEN TO ALUM, BEAM THE SIZE AS UPRIGHT COMPLIANCE WITH ASCE7-10,
W/#10X4' SMS W/1j'0 FENDER 3"X 48"COMPOSITE EXISTING WOOD FBC 5TH EDTION(2014)RESIDENTIAL&
WASHERS, 5 PER PANEL #10x4"SMS ROOF PANEL FRAME WALL EXISTING
1-1/4W NEOPRENE
EXISTING WASHER@8"O.C.PER -----
ROOF 12' PANEL -- --- - 00
O O
ALUM FLASHING 3'x4' COMPOSITE ROOF -_-'------ --- - - - - 1/4"0X2-3/4"EMBEDMENT
INSTALLED 6' MIN UNDER ` LAGSCREW3"FROM
FIRST ROW OF SHINGLESJ END&@24"o.c.
OR UNDER DRIP EDGE #8 X 1/2' CORK, RESIST. 2X_SMB PATIOBEAM 2"x_ENDBEAM
/ (SEE SHEET 3-2 FOR SIZE)
ALL PURPOSE SCREW 5"LONFASTEN1-1/2"WIDEX O O O0 (SEE SHEE FOR
6"LONG X.125 THICKNESS SIZE)
2X ALUM. STRAP CONNECTING EDGE 2"X2"x 1/8"x BEAM DEPTH'
BEAM TO UPRIGHT/COLUMN FASTEN 1-1/2"WIDEX RECEIVING CHANNEL
W/(4)#10 X 3/4"TEES 6"LONG X.125 THICKNESS W/(1)1/4"x 3"CONCRETE
TOP AND BOTTOM AT EACH STRAP CONNECTING EDGE ANCHOR INTO WALL& 1"X2"OPEN BACK
FASTEN 2X7 ALUM. SMB TO ALUM. POST CONNECTION POINT BEAM TO UPRIGHT/COLUMN
W/(3) 3/8' THRU BOLTS, WASHER & W/(4)#10X3/4"TEES (4)#12x3/4"SMS EACH
NUTS TOP AND BOTTOM AT EACH SIDE INTO BEAM
CONNECTION POINT
2X PATIO UPRIGHT
fFASTEN 1X2 TO 4X4 POST -(SEE SHEET FOR PROFESSIONAL ENGINEER SEAL
W/ #12X2' SMS SIZE)
@ O.C. SZ _ ENDBEAMTOHOSTSTRUCTUREDETAIL ENGINEER OF RECORD
3X3X,093 ALUM. POST
ROOF PANTO EDGE BEAM CONNECTION DETAIL scale:Nrs-3
S 3 SCALE:NTS David W. Smith P.E.
COMPOSITE PANEL/BEAM ATTACHMENT FLORIDA LICENSE NUMBER:53608
L Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
2"X3"X.050
PRIMARY 2"X2" HINGE LOCATION E Mark Ronald Dunn Jr.
X0.125"ANGLE
I 1 (TYP EACH SIDE)
P.E.
(3)#10X3/4"SMS FASTENING 2"x 2"EXTRUSION
COLUMN TOIDE) YANGLE 2"x 2"EXTRUSION FLORIDA LICENSE NUMBER:73968
n (TYP EACH SIDE)
X3"BASEMEMBER DOOR MAIN UPRIGHT Joel Falardeau P.E.
(TYP EACH SIDE)IN BETWEEN MAIN UPRIGHT _SIZE PER PLAN
• POSTS SIZE PER PLAN FLORIDA LICENSE NUMBER:70667
(1)-3/8"0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4"0 CONCRETE
FBC Plans &Engineering
3"(MIN) SCREW ANCHOR @ Services, Inc.
NOTES: 24"O.C.BETWEEN COLUMNS
(TYP EACH SIDE)FOR 1XH 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
1.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT HINGE LOCATION Phone:(813)788-5314
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED Fax:1-(866)-824-7894
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. Email:(866)- 24-78.com
2.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED HEAD ®LOT 3/8"0 STAINLESS STEEL CONCRETE Webs:er @fbcplans.co.com
SCREW.OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. NOTES: C.O.A.t :www.fbcplans.com
TO CONCRETE BASE CONNECTION 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
29054
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. DATE: 12/22/15
3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM REVISION: DATE:
SCALE:N.TS.
END OF THE UPRIGHT.
F TYPICAL SCREEN DOOR CONNECTION DETAIL RO 1
S_? SCALE:NTS RO 2
J RO 3
RO4
I I
OPTION#1
JOB NAME &ADDRESS:
(4)#1ox134"SMS
INTO SCREW BOSSES
1 I I BRENDA MEUNIER
39802 COG HILL LOOP
- ---- - p =------= I _= MAJESTIC OAKS
=�1 2"X2"OR 2"X3" I 1 0.062 ALUMINUM INTERNAL ZEPHYRHILLS,FL.
I I MEMBER OR EXTERNAL RECEIVING
CHANNEL W/(4)#10X3/4" CONTRACTOR:
UPRIGHT OR BEAM INTO INTO BEAM OR
KICK PLATE • -SNAP OR SELF I UPRIGHT.(2)#12X 3/4"EA
ATTACHED TO ALUMINUM MATING OR I LEG INTO GIRT OR PURLIN- SUNSTATE ALUMINUM, INC.
MEMBER W/(1)#10X I HOLLOW 1 (0.062"ANGLE CLIPS w/(2)
3/4"@12"O.C. I
#12x3/4"SMS EA LEG)
I �
- - UPRIGHT OR BEAM-SNAP
KICK PLATE ATTACHED TO ALUMINUM MEMBER OR SELF MATING OR
SCALE:NTS HOLLOW SCREEN ROOM
CHAIR RAIL CONNECTION DETAILS
(_`-'J SCALE:N.T.S
S.M.B. DEPTH S.M.B, WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
'H' WALL 'T' 'N SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
4' .045' ,06' (2) 3/8' BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANCE WITH ASCE 7-10,
5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS FBC 5TH EDITION(2014)
6' .050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS RESIDENTIAL&EXISTING
7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHER$ 3,500 LBS
3'X48' COMPOSITE ROOF, FL 2291 7' .055' .09' (3) 3/8' BOLTS, NUTS, WASHERS 3,600 LBS
OR EQUIV. FASTEN TO ALUM. BEAM 7' .055' .125' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS
W/#10X4' SMS W/1�'O FENDER 8' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 5,500 LBS
WASHERS, 5 PER PANEL 8'
.072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
8' •072' .125' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
EXISTING 9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
R❑❑F 12"
9' .072' 09' (4) 3/8' BOLTS, NUTS, WASHERS 8,900 LBS
9' .082' .125' (4) 3/8' BOLTS NUTS WASHERS 9,500 LBS
10' .092 .125' (4) 3/8' BOLTS, NUTS, WASHERS 11000LBS
NOTEX OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
ALUM FLASHING
3'x4' COMPOSITE ROOF SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
INSTALLED 6' MIN UNDER
FIRST ROW OF SHINGLES 3'X48' COMPOSITE ROOF PANELS, FL 2291 OR
i
OR UNDER DRIP EDGE #8 X 1/2' CORR. RESIST, EQUIV, FASTEN TO BEAM W/#10X4 ' CORR.
ALL PURPOSE SCREW � ,V
RESIST. SMS W/1�'O FENDER WASHERS, (5) PER PROFESSIONAL ENGINEER SEAL
PANEL
ENGINEER OF RECORD:
FASTEN 2X6 ALUM. SMB TO ALUM. POST e, David W. Smith P.E.
W/(3) 3/8' THRU BOLTS, WASHER &
NUTS FLORIDA LICENSE NUMBER:53608
2X SMB
SIZE PER SITE
SPECIFIC DRAWING Thomas L. Hanson P.E.
CONNECTION W/(N)
3/8' THRU BOLTS ,WASHERS & NUTS FLORIDA LICENSE NUMBER:38654
3X3X,093 ALUM. POST CORROSION RESISTANT TYPICAL
ALUMINUM COLUMN LOCATED PER PLAN Mark Ronald Dunn, Jr. P.E.
FLORIDA LICENSE NUMBER:73968
COMPOSITE PANEL/BEAM ATTACHMENT R❑❑F-, RUST & BEAM CONNECTION DETAIL
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
SMB TO REC, CHANNEL W/ FBC Plans &Engineering
#10 x3/4' TEKS Services, Inc.
VFASTEN
1 SCR/INCH OF BEAM HT. 'H')
6272 Abbott Station Drive Unit 101
Zephyrhills,B.33542
• -RECEIVING CHANNEL (813)788-5314
2xH SMB FASTEN TO POST W/ Phone:1-(866)-824-5314
#10 x3/4' TEKS Fax:
(1 SCR/INCH OF BEAM HT. 'H') Website:www.fbcplans.com
e
LUM POST PER PLAN DATE: 12/22/15
FASTEN POST TO CONCRETE WITH
INTERNAL BASE AND (4) 3/8'
CORROSION RESISTANT CONCRETE ALUMINUM POSTS REVISION:
A ' MIN. EDGE DISTANCE
ANCHORS WITH MIN. 2j' EMBEDMENT &
N BEAM TO RUST CONNECTION RO1
(2) 3/8' THRU BOLTS RO 2
RO3
11 GA. INTERNAL ALUM. BASE
PREDRILL VERT. FLANGES z RO 4
2XM SMB CARR ER JOB NAME &ADDRESS:
8. ~s,•. 'w a.:':'` e°� BRENDA MEUNIER
39802 COG HILL LOOP
W/Cll #5 REBAR CONTINUOUS
_1__ `yy''�•�•=�,��'` MAJESTIC OAKS
FASTEN PURLIN TO CARRIER SMB WITH ZEPHYRHILLS,FL.2 1/8'x2' REC. CHANNEL W/ #10x3/4'
TEKS 3/4' ❑,C E(1) SCREW PER INCH OF
BEAM HEIGHT 'H'.] CONTRACTOR:
TYPICAL FOOTER/SLAB, 3000 PSI CONC. W/FIBERMESH
OVER CLEAN, COMPACTED, TERMITE TREATED SOIL
POST TO FOOTER AND CONCRETE
PURLIN TO CARRIER BEAM CONNECTION SUNSTATE ALUMINUM, INC.
SLAB CONNECTION ALUM. DETAILS
CARPORT
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
3"X.024 COMPOSITE COMPLIANCE WITH ASCE 7-10,&
PANELS FL 7561 R3 FBC 5TH EDITION(2014)RESIDENTIAL&
OR EQUAL EXISTING BUILDING
2X3 2X3 2X6 SMB 2X6 SMB
O O
O O _
VINYL SIDING ON 2X4 "' `Y' M N N X X O
P.T.WOOD STUDS N N N co co °' n Z/��
X X t
2X2 2X2 ` V /
KICKPLAT ENGINEER OF RECORD
1X2 1X2
David W. Smith P.E.
NEW 4"CONC. ' ' FLORIDA LICENSE NUMBER:53608
SLAB W/12"X 12" 4' 4' 4' 4 7 s° 7'-6° Thomas L. Hanson P.E.
FOOTER
16' 15' FLORIDA LICENSE NUMBER:38654
LI Mark Ronald Dunn, Jr.
10, 31' P.E.
FLORIDA LICENSE NUMBER:73968
SIDE ELEVATION Joel Falardeau P.E.
3/1 6"-1 '-0" FLORIDA LICENSE NUMBER:70667
FBC Plans&Engineering
3"X .024 COMPOSITE 3"X .024 COMPOSITE Services, Inc.
PANELS-FL 7561-R3 PAN ELS-FL 7561-R3 6272 Ahilot StaHon ls,fl 33542Drive Unit 101
OR EQUAL OR EQUAL 2X6 SMB Phone:(813)788-5314
Fax:1-(86 6)-824-7894
2X3 2X3 Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
PARK 1 2X4 PARK
MODEL MODEL
M M DATE: 12/22/15
Cl) M M O
P 9 9 X X X DRAWN BY:JL
N X
X M REVISION: DATE:
X cri 2X2 2X2 X
C') ________________ \_[ / Cl) RO 1
/ 1X2 ll1/ 1X2 RO 2
R03
"
KICKPLATE EXISTING 4"CONC. SLAB
NEW 4 CONC. RO 4
W/8"X 8" FOOTER
SLAB W/ 12"X 12"
FOOTER JOB NAME &ADDRESS:
12' 12'
BRENDA MEUNIER
CARPORT W/SCREEN ROOM BEYOND 39802 COG HILL LOOP
MAJESTIC OAKS
REAR ELEVATION FRONT ELEVATION ZEPHYRHILLS,FL.
3/16"-1 1_011 3/16„_1 1_011
CONTRACTOR:
SUNSTATE ALUMINUM, INC.
PLANS & ELEVATIONS
3OF3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,&
FBC 5TH EDITION(2014)RESIDENTIAL&
EXISTING BUILDING
36' 9
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
Li(�(� PARK
[� MODEL
/� Thomas L. Hanson P.E.
19 2 I Al K 1 V 1 O D E L FLORIDA LICENSE NUMBER:38654
LI Mark Ronald Dunn, Jr.
P.E.
5' FLORIDA LICENSE NUMBER:73968
4TH WALL Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
2X6 SMB � � 2X6 SMB 31 FBC Plans&Engineering
+ +3+2X3 3+ � I Services, Inc.
+ I 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
PROPOSED C') Fax:1-(866)-824-7894
VINYL SIDING ON 2X4 X I Email:erb@fbcplans.com
N I X O� SHED PROPOSED CARPORT Website:www.fbcplans.com
P.T.WOOD STUDS ( C.O.A.-#29054
�rz
PROPOSED SCREEN RM. 2X3
DATE: 12/22/15
+1? +O1 I DRAWN BY:JL
M + +
cX� 2X3 N N 2X3 C\I 2X6 SMB ��� 2X6 SMB �9� REVISION: DATE:
RO 1
4' R0 2
6
3"X.024 COMPOSITE RO 3
6" PANELS-FL 7561-R3 16' 15' R0 4
OR EQUAL
10' 31' JOB NAME &ADDRESS:
BRENDA MEUNIER
PLAN V n n i 39802 COG HILL LOOP
MAJESTIC OAKS
3/16"=1 1-011 ZEPHYRHILLS,FL.
CONTRACTOR:
SUNSTATE ALUMINUM, INC.
PLANS & ELEVATIONS
2OF3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,&
FBC 5TH EDITION(2014)RESIDENTIAL&
EXISTING BUILDING
36'
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
El Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
1992 PARK MODEL Mark Ronald Dunn, Jr.
P.E.
FLORIDA LICENSE NUMBER:73968
1.
5'
Joel Falardeau P.E.
4TH WALL FLORIDA LICENSE NUMBER:70667
FBC Plans&Engineering
Services,Inc.
• I LINE OF SHED 6272 Abbott Station Drive Unit 101
e I ' a 1 Zephyrhills,fl.33542
id Phone;(813)788-5314
v
d I Fax:Email:errb@fb plan94
s.om
NEW 4 CONC.. I. Website:www.fbcplans.com
•I
•
. SLA1W/12".Xi12 I EXISTING 4"CONC. SLAB WITH 8"X 8"FOOTER N
C.O.A.-#29054/IFOOTER
. . / DATE: 12/22/15
Ie 4
• • a DRAWN BY:JL•L—a-- _ --- REVISION: DATE:
------ --------------------------
RO 2
RD 3
RD 4
10' 31'
JOB NAME&ADDRESS:
BRENDA MEUNIER
39802 COG HILL LOOP
MAJESTIC OAKS
FOUNDATION PLAN ZEPHYRHILLS,FL.
3116"-l'-0" CONTRACTOR:
SUNSTATE ALUMINUM, INC.
PLANS & ELEVATIONS
1OF3
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 ASCE 7-10,FBC STH
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. EDITION(2014)RESIDENTIAL&EXISTING
I. 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 BUILDING
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 18X14X0.013 OR
3. 3000 PSI 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. OTHERWISE.
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 l
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO ^ I
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.
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-B,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES CARPORT,SHED,SCREEN ROOM, &CONCRETE PROFESSIONAL ENGINEER SEAL
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. ENGINEER OF RECORD:
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
AIR ENTRAINING+/-I%-ASTMC260. 10.ALL CONNECTORS SHALL COMPLYWITHASTMA653CLASS DESIGN DATA: David W. Smith P.E.
WATER REDUCING AGENT-ASTM C 494. G-185.
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): FLORIDA LICENSE NUMBER:53608
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 130 MPH
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 2. RISK CATEGORY: I 110 MPH T u
10.PREPARE&PLACE CONCRETE ACCORDING TO A MERICAN 3. WIND EXPOSURE: B Ii L.
L. I l ari$on P.E.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS:
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 4. WIND LOADS:
FLORIDA LICENSE NUMBER:38654
RECOMMENDATIONS. ASTM E 1300
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SOLID ROOF(MWFRS): 20 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10-10 SCREEN WALLS: 27 PSF
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B COMPONENT&CLADDING PRESSURES:
ASTM C94 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF Mark Ronald Dunn,Jr. P.E.
SPALLING OR OTHER DETERIORATION. ASTM C150
WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF FLORIDA LICENSE NUMBER:73968
B.MASONRY: 4
ASTM C26
t.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C49 5. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C494
TYPE M OR S MORTAR. ASTM A615 Joel Falardeau P.E.
ASTM A185 6. SOLID ROOF TYPE: 3"X.024 COMP.PANELS,FL 2291 OR EQUIV.
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE STH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING FBC Plans&En ineerin
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: g g
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Services,Inc.
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 6272 Abbott Station Drive Unit 101
C.ALUMINUM' TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,B.33542
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR Phone:(813)788-5314
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. LION--UNLESS OTHERWISE NOTED Fax:1-(866)-824-7894
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4•CONT--CONTINUOUS HOLLOW SECTIONS Website:www.Ibeplans.com
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2x2:---------------------------------------2"x2 x 0.044"
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: 3 x 2:------------------------------------------x 2"x 0.050"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050"
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" DATE: 12/22/15
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 5:---------------------------------------2"x 5"x 0 "
.050 REVISION: DATE:
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER CONDITIONS. OPEN BACK SECTIONS RO 1
20 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"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" RO 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR.
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 3
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:---------------------------------- RO 4
USING#12 SPACING MAY BE 24"ON CENTER. S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A p' 2 x 2"x 0.045"
2x3 3 Snap:---------------------------------2"x 3"x 0.050"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2x 4 Snap:---------------------------------2"x4 x 0.045" JOB NAME &ADDRESS:
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SELF MATING SIM
)
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: BRENDA MEUNIER
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 39802 COG HILL LOOP
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WITHOUT A MANUFACTURER'S HOST BEAM.UNITS BUILT PRIOR
300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" MAJESTIC OAKS
TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 7 SMB;---------------------- 2"x 7"1(0.057"1(0.120" ZEPHYRHILLS,FL.
WITH ACQ PRESSURE TREATED WOOD. ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:------"--------------- 2"x 9"x 0.072"x 0.224"
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" CONTRACTOR:
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,BAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17 IN ITS ENTIRETY:
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SUNSTATE ALUMINUM, INC.
3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
ENGINEERS
NOTES