HomeMy WebLinkAbout15-16847 . . r �
��� : CITY OF ZEPHYRHILLS / 'i
� 5335-8TH STREET
(813)780-0020 �16847
BUILDING PERMIT -
� 'PERMIT INFORMATION " LOCATION INFORMATION �
Permit Number: 16847 Address: 39520 CHARIOT LN LT 235 �
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 20,000.00 OWNER INFORMATION
Date Issued: 12/18/2015 Name: MAJESTIC OAKS LLC
Total Fees: 315.00 Address: 39520 CHARIOT LN
Amount Paid: 315.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/18/2015 Phone: (813)783-7518
Work Desc: ROOM ADDITION 12 X 36 ON WOOD DECK
� - CONTRACTOR S - APPLICATION FEES �
SUNSTATE ALUMIUMN INC BUILDING FEE 195.00
JAMES O MORTON ELECTRIC CO.,INC. ELECTRICAL FEE 60.00
BAHR'S PROPANE GAS &A/C, INC. MECHANICAL FEE 60.00
l�
!�
o�--�
�--�,— � �
C
,��' �,�-�
- Ins ections Re uired � - �
T R 2 D RO G PL B MISC SULATION CEILING
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 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
Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�
i
a�aaso-oozo � � -" �- ���- ��• Cit"y of Zephyrhills Permit Application I , ` - FaX-s�3aso-ooz� '
� ;,,: , . � , ,
- Building Department , , , , , „ , , , ,
, � ; ��'�. - � � ' •
Date Received - �?•�p'�^ ' ° - '" � -- -
Phone Contact for Permittin ��� � - J�
-rrrrrrrr
Owner's Name GL � S q l Owner Phone Number
3 �a.- a sa-���Y
�L�ll'� � 0�4 h � 33��Y
'I Owner's Address �%.�02 v h ��l s Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
/
/
Fee Simple Titleholder Address
,� ,S� D �a�i a� � ��i`/l s 33 ry a-.- LOT# �3.� % �,
JOB ADDRESS h e- �
SUBDIVISION ,I��S�"rc �� �S PARCEL ID# �y 1�-� /"� ODDL�� Ov!!�d"QD�I/
(OBTAINED FROM PROPERTY TNC NOTICE)
WORK PROPOSED e NEW CONSTR� ADD/ALT � SIGN Q � DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR Q COMM � OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME � STEEL �
DESCRIPTION OF WORK ��%�/(}//L �`��,3 Ce D�l �D�G'� ��c�
BUILDING SIZE ��� 3 La SQ FOOTAGE /� �- HEIGHT
TTTT�Tf TI"ITTrITI"I�rT�TI"ITTrT1'7T1"ITTTI�ITT'1"ITTTI�Tr�TITTr
0 BUILDING $ �y�D-U v VALUATION OF TOTAL CONSTRUCTION
DELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
/�Uo-U� � ,
QPLUMBING $
QMECHANICAL $ �SU.D U VALUATION OF MECHANICAL INSTALLATION �{'I � �(J I�
G!�'
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
-1--�1--�f--1--1-1-�--4-F-�-1-1--1-1--1--1-1--1-�-a-d-N-1-1--FI--FF-�F�-F-1-1--1-�1--1-1-1--1-1--1-1-1--1--1--E-�-i-1--f-f--t-f-1--1-HI--1-1--1-1-1-
I SIGNATURE �ti, r/ ������ � � ROMPANY� S��N�lC /�EEC��N�Ir//'/G�l�
%L'S
/� �l 3�yy p p
Address S � ��/^ /G� ��� `S 3 License# C(�c-C, .�a J``/
ELECTRICIAN /�� %�Z��Z��" COMPANY /�'0j`���1 Gl������
SIGNATURE �� REGISTERED Y/ N FEE CURREN Y/N
Address -�J-/� �3 —�.��`l�S 33 S �? �icense# Lc� �dZ� � �/Y
PLUMBER COMPANY
SIGNATURE GISTERED Y/ N FEE CURREN Y/N I
Address • �� License# I
MECHANICAL COMPANY 4/I�,S � ll/+'r' P- �' I
SIGNATURE REGISTERED Y/ N FEE CURREN .Y/N I
Address y yy /5�l��k �� ��!6`S �3 � License# C�G 6 Y 3 y y
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
I Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W 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 Work 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-.�1-4-a-f-f..l-1..1..1-1..�..1-f..1-{--�1-1--1-�-f..f-1-1..1-1..1-�1..1-f..1..4-I..f-�1-.f-�..1.-4.L.�..4.L..1-�1..1-L-f-1-1..1..1-1..4-1-.��1-
Dlrections:
Fill out application completely
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC 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 Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE QF DEED RESTRlCT14NS: The undersigned understands that this permit may be subject to"deed"restrictians"
which may be more res#rictive than Caunty regulations. The undersigned assumes responsibility for compliance with any
appiicable desd restric#ians.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBiLITtES: If the owner has hired .a cantracfar or
contractors to undert�ke work, they may be required to be licensed in accordance with sta#e and local regulations. If the
contractar is not Eicensed as reguired by law, both #he awner and contractar may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to wha# licensing requirements may apply for the
intended worK, they are advised to contact the Pasco County Bui(ding Inspection Division—Licensing Sectian at 727-847-
8009. Furthermore, if #he owner has hired a contractar or cantractors, he is advised to have the contracfor(s) sign
portians of#he "cantractar Block." of this application for which they will be responsible. If you, as the owner sign as the
cantractor, that may be an indication that he is not properly licensed and is nat entitled to permifting prEv9leges in Pasco
County.
TRANSPORTATtQN ]MPACTIUTIL[TtES tMPACT AND RES�URCE RECOVERY FEES: 7he undersigned understands
fhat Transportation Impact Fees and Recourse Recovery Fees rnay app)y to the constructian 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, v,rill be identifed at the time af
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificat� af occupancy" or fina! power release. If the project does not involve a cerkificate of occupancy or
fi�ial power re(ease,-ti�e fees must be paid prior fo-permif issaance. Furthermare;if Pasco-County WaterlSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco Coun#y ordinances.
CQt�STRUCT]ON LI�N LAW(Chapter 713, Florida Statutes, as arrtendedj: If valuation of worlt is$2,5Q0.00 or more, I
certify that I, the applicant, have been pravided with a copy of the "Florida Canstruction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than fhe"owner", 1 certify that I iiave obtained a copy of the above described document and promise irr gaod faith to
deliver it to the"owne�r"prior to commencement. �
CON'TRACTOR'S14WNER'S AFFtDAV[T: I certify that a!1 the information in this application is accurate and that al(work
will be done in compliance with all applicabfe laws regulating construction, zoning and Iand deve(opment. Applicatian is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced priar to issuance of a permit and that all work will be perfarmed to meet standards of all laws regulaf9ng
construction, County and City codes, zoning regulations, and land development regulations in the jurisdictian. I also
certiEy that 1 unders#and that the regulations of other government agenciss may apply to the intended work, and that it is
my responsibility fio identify what actions I musE take#o be in compliance. Such agencies include but are not limited fo:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterJWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercou�ses.
- Army Corps of Engineers-Seawalls, Docks, Navigab(e Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos aba#ement.
- Federa!/�viation Autharity-Runways.
I understand#hat the following restrictions apply to the use of fi(I:
- Use of fill is not allowed in Flood Zone"V" unless expressly permi##ed.
- If the fll mater9al is ta be used in Flaod Zone °A", it is understaod that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fiil material is to be used in Flood Zone "A" in connection wifh a perrrritted building using stem wa13
construction, I certify that fill will be used only to fill the area within the stem wall.
- lf fill maferial is to be used in any area, 1 eertify that use of such fill will not adverseiy affect adjacent i
propertiEs. If use of fill is found to adversely affect adjacent properties, the owner may be cited far 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 ta inform the owner af the permitting conditions set forth in
this a�davit prior to commencing cons#ruction. l understand that a separate permit may be required far electricai work, �
plumbing, signs, wells, pools, air conditioning, gas, or other installations nat specifically included in the application. A i
permit issued shall be construed to be a license to proceed with the work and not as autharity to violate, cancel, alter, or
set aside any provisions of fhe technical codes, nor sha[I issuance af a permit prevent the Building Official from thereafter i
requiring a correction of errors in plans, construction or vialations of any codes. Every permit issued shall became invalid '
uNess the work authorized by such permit is cammenced within six months of permit issuance, or if work authorized by i
the permit is suspended or abandoned for a period of six(6) months afterthe#ime the work is commenced. An extension
may be requested, i�� writing, fram the Building OfFcia! for a period not to exceed ninety {90) days and will demonstrate
justifiabie cause far the e>ctension. lf work ceases for ninefy{90)consecutive days,the job is considereci abandoned.
WARNING TO OWf�ER: YOUR FAi�UR� TO RECORp A N{)TtCE OF Gt�MMENCEMENT MAY RESULT 1N YOUR
PAYWG TWICE FOR iMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO'OBTAIN FtNANCING, CONSULT
WITH YOUR LENDER QR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CQMMENCEMENT. '
FLORIdA JllRAT{F.S.117.03} , I
� I �
OWNERORAGENT__�,�,/%!�G.�.� _ CONTRACTOR ��� ��;EJG-�?�--�
Subscribed�pd swom to( affr ed}before me fhis 5ubscrEbed a d sworn to{or affir e }b fore me fhis
la-�L--,5 by ,���iu yYl�vvt � �,?-i Lj� by �1r�-`�'/�.� 6� , r� 5
Who is/are personally known to me—� o�r has/have produced Who is/are personallv knowrLto me or has/ha e produced
� �� as idenfification. as identification.
����"�`�''��j � �c�L� Notary Public l��Y�v L�t.�'"� Q J�✓�-U� Notary Pub(ic
Commission No. }" ��Q"1 ���nj �f Commission No. �"'�v -1 J � '�7 n? ,
Name af Notary typed,printed or stamped Name of Notary typed,printed or stamped
r�4+�41RY1'U�Gni �ANCY J BFtOOK� � , .,., --�-�- �
.,,�RV P•,
'• .•° .{' °"`• NAldCY J �F3C?OtCS
= _ MY GOMMISS}OtU#FF0936:�;. � ,>�o ��:.
,?9jF'�FFl„OQ``Qs EXPIFtES February 18.201s� :' L� q` MY COMM158fON#FF093699
�,..��..� =�y�q'i
(ao��ssa-otsa FlorldallotaryService.com �-.,;'raFA;o?. EXPIRES February 18..2018
(ao7}398-Di53 FtortdaNatarySeroice.com
_riCVJ o
�• • /�t�."< �R OIItOfl
�s�� ���yyrt_�. .
��
_ y,�i.�_ �9e
. _ �
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � � I V � l ' ` �� /, I—�rv` � �v v'v`
Date Received: � 2- '— � � � �
Site: 3 9�o�� C(-�Iq��0 1 L�41�1�
Permit Type: R� A o D I�1�d� o� WOp� p�Cl�
L2 ` K 36�
Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑
Y
This comment sheet s 1 be kept with the permit and/or plans.
��������
Kalvin witz —P s Examiner Date Contractor andlor Homeowner '
(Required when comments are present)
/ �C��o,r� �F��IS/i7PPI�lHS �°!�� dff ��r'��,5
�o��a. �l�dr� �'rZ..�-/a,� Dr �wr�-�1 ar ��������������������������+���������������������������������
ztP�y r�i G�� Ic�'• 33.�k�- 2015197432
Permil No. Parcel ID No �������! "0!/Ul/ �l/��� �0!1 /Q
/ _ / NOTICE OF COMMENCEMEN,T�
State o! �<�r/N�i County or ��sCl�
THE UNDERSIGNED hereby gives notice that improvement will be made lo ceriain real property,and in accordance with Chapter 713,Florida Slatules,
Ihe following informalion is provided in this Notice of Commencem nt:[�
1 Descriplion of Property Parcel Identificalion No. � /—�-�i' � �— �QQG — ad�Qv — ��/�� Q
Streel Address: �%.�o� � CJl�1 Cl✓/ !f�,�l �Cf`i � � �//]�c,r/+i���/—�' 3�S�ye2.
2. General Description otlmprovement�/! /Tlf�7/ /✓�`•� ��0�'L
3. Owner Information or Lessee infortnalion if lhe lessee conlracted for ihe improvement:
Q/i�c F� /i� �..� � - ��o�H �'��4-�s t4 //
��a e _��--T `+ !�J I—L 33� `/J--
f�7n �Q/fOf Gs�� �
Address Clry Slale
IMeresl in Property: u�/.///J c`�/'� —/�� — '
Name af Fee Simple'Titleholder:
(If diHerent Gom Owner listed above) � _ �
Ciry Slate � � � O
Address �G� ("` / / _/�// _
Conlractor: � /Y Q 7' T �~� T C (� D
� Name / �j c 3 3-��'— ' D�"'m r D �, m
��i' �-a� ��QI'70� vLlih� o/J r �
7 �E., �`� �
Address Cit� Slate � rn Z --I Q
Conlractors Telephone No. � � O � O �
� �
5. Surely: Z D 2� ,Z�7 �L7 Q
Name m -< D -p .�7 =1 �
Ciry State r � � C m �7 �'°
Address _ p7 C7 � v
Amount af Bond: 3 Telephone No. n r --I � 3Y
� c�c��"
6. Lender' ' � �7 � � �
Name �. .��� � C
Address City Stale �� .� _ �
lenders Telephone No. n n ��� �
O D � -ja '
� 7 Persons within lhe State of Flonda designaled by lhe owner upon whom�notices or other dacumenls may 6e served as provided by =
� r Z � �
Seclion 713.13(1)(a)(7).Florida Stalutes: � -�- (n m m '?�
Name � C � N D � � 0 �
C i l S t a t e � O `J= Q C � �
Address Y n r� � .� m o
Telephone Number o(Designated Person: m �] � Z �
8. In addition to himself,the owner designates • °�— � m � �
to receive a copy of the Lienar's Notice as provided in Section 713.13(1)(b),Florida Stalutes.
Telephone Number of Person or Entity Designaled by Owner.
9. Expirelion date of Notice of Commencement(the expiration date may nol be be(ore the tompletion of construction and final paymenl lo ihe � �
contractar,but will be one year from lhe dale of recording unless a diH¢rent date is specified): To- �
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 y� �
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOl1R PROPERTY. A NOTIC� OF COMMENCEMENT MUST BE +� ��
REGORDED AND POSTED ON 7HE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT p�► w .
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT � � �
�l � .
� Under penatty o(perjury,I declare lhal I have read the(oregoing notice of commencemenl and�hat lhe facls stated lherein are Irve lo lhe besl � � �� ::,, � '' �
o(my knowledge and belfet. � e �� .,J I
�9 N-ia;A
i
STATE OF FLORIDA � � �''ti �•� • , �
COUNTY OF PASCO � �
nature o pwn L ssee,,or nefs or Lessee's Authorized �
OKcedDirectorlPartner/Manager � �
�u�.r�G�'L .��
�A Signato,{Y's 7itlelOKce r � ' �• • � I� `
The loregoing inslrument vias acknowledged before me this�` day of/�"y ,ZO/nlbY �J O!'�'/� /!. ��X�r$TI� l�� � -'� �'��
as �Ll���`� _—(rype of aulhoriry,e.g..afficer,Irustee,attorney in fad)�(or
(name of Ay�on b all of whom f slnime� was execu�ed).
Nola Si nat5d�?<"e�
Personally Know OR Produced Identi�calion❑ �Y 9 � /<^
Type of Identi(cation Produced Name(Prinl)
Rept:1733329 Rec: 10.00 p,f ,, �q�KpElCOffO I
DS: 0.00 IT: 0.00 �`�sE �co�M�ssallo��9�► �
12/11/2015 J. R., Dp1.y Cle�k �;, eXPIRES:Ju����� '
'ur��� e°"aectn"'t�otgY
wpdata/bcslnoticecommencement_pc053048
Pf7ULfi S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
12oR1BK 19297m PG �,023
�
I
> � . . .,.- � � �
' • � �������L Page No. of Pages
L
,� : SUN STATE ALUMINUM, INC.
6154 Fort King Rd
' ZEPHYRHILLS, FL 33542
(813) 788-7308
SU6M4F#Et7T0" �, � PHONE b TE ` ;s
�..,� �`�+�..- .,..:��-'�•-� ��"`:� � ��.�,..�...... � � � -
`�
.
, STREET � '� „.,: JOB NAME
�C 1� �� "� - � , � , . .:'"�"u- � ` ;��I: r,� if�..t�i''=, ""1 �
�.+w.,.�` �--�'at ;�;_i+,�t�� �1,,,,..,k-..:*."r',�i:�T„?X:f;'��:a�:,�,>_�%� � �
CITY,STATE end ZIP CODE � .--�P„...., _. JOB LOCATION
s- ��'� .._�;��.:�'�,3���.� ��� � :"'x'. �'�-� �...�"'�' ,�M �E�'��a �—�`5 '� o�l s
ARCHITECT �ATE OF PLANS JOB PHONE
We hereby submil spec'Ications and estimates for. . -�"'"""- ,
..:•�-_•.1 `, ��j -r."~ rf
. 7� fi� '� �: �` rn.v� \k �.-�.'.''.�' , �....���-.._ I
. '
�..,
� ^� .1,,.,,7.,,`��`:�....� � � �,r'.^�} •• � � >{�P�\ ' �. `` ��y
� .... _J. ...J4xRlt!.^_i"'�._... ... .._. ._.�': ... ._.�....._. ......._��..:.�... ........ .1+.�...w+..�.w�. .1�... . �..'�:.'. ..Z' .. .......... ...... ......_.._. .... ._. ... ........_._..._...
�...
fff�
. .... . ..._. _ .t.�l.y...j. .... ... . ... ........ ... ._.. ._. ... ._. ._. ... ._. ......__. ...... ... ... .... ._.. ._._.... ......... ._._. ...
�y..r,.....T'� ' f �
��,,` _t J•;q�.t ��;.., -M~'�.:� �._.,a�,� , � �'��....
�:f �.._` t'�,,
.. ._._. .. - 'y .. ... ... .._._._. ._. ._.. .... ....._. ... ._... ...
._. ._.... ._._. ... ...... ... ... ...... ._........ ......
, �..� .. ... . . ._. ._.
............ �_. ... ......:...... � ... ... ... ..._...... ... ._. ... ._. ... ._. ..._. ._. ... ._. ._. ... ... ...... ... ... .... ._......_. ._...._... _ ,
�di�yj �'�3� � �...�'La.i �rt"� �\ ,_ .
.J
_ ' ' � `. � _ p �
,� .,.. � 1 `y� � . S, .�::`-�-, �� �.'_`,�-.-, � '
,.,,,,., �..��..K=�' �. ='��,,•.'• , tj � `�
. ,
. ..... .......... ' ...`.. ...... .....�.... ... ... ...... ._. ' ` ........Rw........ ~/ ... ..... ... ... ...... .�.... ... ... ..... � ..........................
i
�
a�'^--� t �.,,, �`�,...�.
, ...,�...�;,, . . .....`. _. .. ... ...
�� v I
.�.... ... ... ._..:... ...._. ... ... ...... ... ._. ... _..._._... - ...... ._.._.._.. ..............
,. 1 ' �+'t ,^__..... �r� , ,'��''�
... ... ..: ........... ..._.,. ..... ... ._.. ._. ... ._. ...`^''�l...�_-..,�*�-. ... ._'�.r{..... " ..., ,�J ._......" ... ........��""'- '^..�..._._........... ... ........_._._----. ...
i 1\.[�` �r�
�
�' � r.__,� �
' 1 ......�.•.�+�--.. `"-•.
.."...� �---•"ti. \--...� �.�..... `�-Z :+..:,�--`�
, ,
�,..�
.. ;
.... . .����-- - ��� � � �.�_ _.._. ..
..... .... ..... ... .._..... f. ._. ._. ... ............. .__. .. ............... � �,� .... ... ._...._. ._. ... ... ....... ... ... .... ...
. ��
�_,..�&-�l1;ICtr�Ct h` reby to furnish;material and labor—complete in accordance with above specifications, for the sum of:
x ,.,»i' � P`r, •} �; ...'....._,_.___>._�...._...��_.._�.,....._._.._,.,,....»� ,�... � r� 's,<r°;
�ti. 1,�
• ,.�,,�..._. . 4"`.-..... -�"�,., � '�..,J'�>+.y+..3 �'
r dollars($ • ).
�ayment�to be ma7`e as�ollows:�I""`"'"`"� . -
' . i
i
, �
r
All unpaid balances subject to 1.5%monthly interest.fee. j �
- All material is guaranteed to be as specifled.All work to be compieted'in a workmanlike ' �
� manner according to standarcl practices.My aReration or deviation from above specifications Authorized - ' ;
involving extra cosLs wili be execu[ed onry:upon written orders,and will become an extra Signature -
charge over and above the estimate. All agreements contingent upon strikes, accideMs " , j
or delays beyond out conhol.Owner to prry fire,tomado and other necessary insurance. Note:This pfoposal may be '
, Our wortcers are fuliy covered by Workman's Compensation Insurance. withdrdwn by us if nOt BCCepted withln "d8ys. }
/� - ����`�?�
�CCeL�I�CE Of �LOY�L��CL—The above prices,specifications ., � ;�;�`�-:�:j
� � .. ,�.,:`,��,E�%:..:`�'�'-'��::: '����,>�;;.;:�.h: !
� and conditions are satisfactory and are hereby accepted. You are authorized Signature�
to do the work as spec�ed. Payment will be made as outlined above. �
Date ofAcceptance: Signature �
{
i
FORMS
FLORIDA BUILDING CODE,ENERGY CONSERVATION
, FORM 402-2010 Residential Butlding Thermal Envelope Approach ALL CLIMATE ZONES
Scape:Compliance with Seotion 402 of the Florida Building Code,EnergyConsen�ation,shall be demonstrated by the use oi Form 402 for single-and multiple-family residences of three
stones or less in height,additions to existing residential buildings,renovations to existmg residential buiidings,new heating cooling and water heating systems in exisfing buildings as
applicable.To compiy,a 6uilding must,meet or exceed all of the energy efficiency requirements on Table 402A and ali applica6le mandatory requirements summar'ized in Table 402B o{thls
form.If a huilding does not comply with this method or Alternate Form 402,it may sfill comply under Section 405 of theFlorida Building Code,Energy Conservation.
PROJECT NAME: 3�5�.0 C(��Io� Ln• BUILDER: S�g Q,"� (.(..Y►�lYll{
AND ADDRESS: J•/la;e 5'I-«- �ak5 pERMITfING /� �� D F Z e�h y rh i ��5
z e h rh�Ils �.355�� OFFICE: ��
OWNER: �OIIiYI SGh0.rS�0..I� PERMITNO: t JURISDICTIONNO.: � ��J�
General Instructions:
1.New construction which incorporates any of the following features cannot comply us(ng this method:glass areas in excess of 20 pe�ent of conditioned floor area,electric resistance
heat and air handlers located in attics. Additions<_600 sq.ft.,renovations and equipment changeouts may comply hy this method with exceptions given.
2.Fill in all the appiicable spaces of the'To Be Installed"column on Table 402A with the information requested.All"To Be Installed"values must be equal to or more eflicient than the
required levels.
3.Complete page 1 based on the"To Be Installed"column information.
4.Read the requirements of Table 402B and check each box to indicate your intent to comply with all applicable items.
5.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owners agent must also sign and date the form.
Please Print CK
1. New construction,addition,or existing building 1, � r�.
2. Single-family detached or multiple-family attached 2, S lYlGtl�-
-�
3. If multiple-family-No.of units covered by this submission 3, ---�
4. Is this a worst case?(yes/no) 4. (J d
5. Conditioned floor area(sq.ft.) 5. 'f�Jo2
6. Glass type and area:
a.U-factor s a• '�5
b.SHGC 6b. ��
c.Glass area 6C. ��•Jr sq.ft.
7. Percentage of glass to floor area � g o�o
8. Floor type,area or perimeter,and insulation: -
a.Slab-on-grade(R-value) 8a.R= lin.ft.
b.Wood,raised(R-value) 8b.R=�_ �3 2 sq.ft.
c.Wood,common(R-value) g�,R= sq.ft.
d.Conctete,raised(R-value) gd,R= sq.ft.
e.Concrete,common(R-value) • Be.R= sq.ft.
9. Wail type,area and insulation: �
a.Exterior: 1. Masonry(Insulaflon R-value) 9a-1. R= �sq.ft.
2. Woodframe(InsulationR-value) 9a-2. R-� sq.ft.
b.Adjacent: 1. Masonry(Insulation R-value) 9b-1. R- sq.ft.
2. Wood frame(Insulation R-value) 9b-2. R= l 3 �sq.ft.
10. Ceiling type,area and insulation:
a.Under attic(Insulation R-value) 10a.R= Sq.ft.
b.Single assembly(Insulation R-value) 10b.R= .�O .3� Sq.ft.
11. Air distribution system:Duct insulation,location,Qn
a.Duct location,insulation 11a. R= �f DOr
b.AHU]ocation 11 b• • N
c.Qn,Test report attached(<0.03;yes/no) 11 c.Test re ort attached? Yes �o -
12. Cooling system:
a.Type 12a.Type: P{CG. /k�C.
b.Efficiency 12b.SEER/EER: �� il
13. Heatingsystem: 13a.Type: �0 KW ff24.ts'r��p '
��,pe 13b.HSPFlCOP/AFUE: r/.`I
b.Efficiency
14. HVAC sizing calculation:attached 14. Yes �
15. Hot water system:
a.Type . 15a.Type: 1�11}
b.Efficiency 15b.EF• N/Pr I
I hereby certify that tha pla s and speciFlcations covered 6y the calculation are in compliance with the Florida Review of pians and specifications covered by this calcuiation Indicates campliance with the Florida
Energy Code. Energy Code.Before construction is completed,this building will be inspected for compliance fn
/�`/,- accordance with Section 553.908,F.S.
PREPARED BY• � DATE:���
CODE OFFICIAL.
I hereby certity that�i buildipq Is in co�,�I fn�with the Florida Energy Code: �
OWNER AGENT,/` a/�: //�=-' � DATE:�l-/���5 DATE:
C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION
FORMS
TABLE 402A
BUILDING COMPONENT pERFORMANCE CRITERIA' INSTALLED VALUES:
U-Faclor<0.65
Windows see Note 2: U-Factor=
� ) SHGC=0.30
, %ofCFA<=20% SHGC=
S li hts o of CFA=
U-Factor<0.75
Doors:Exterior door U-Factor U-Factor<0.65 U-Factor=
Floors: Slab-on-grade Norequirement -Value=
Over unconditioned s aces see Note 3 R-13
Walls—EM.and Adj.(see Note 3):
Frame R-13 -Value= �
Mass (see Note 3)
Interior of wall: R-7.8 -Value=
Exlerior of wall: R-6 -Value=
Ceilings(see Notes 3&4) R=30 -Vaiue= Test report
Reflectance 025 eflectance= Yes/Nod?
Air distribution system(see Note 4)
Ductwork&air handling unit: Location: �
Unconditioned space Not allowed Test report
Conditioned space
Attached?
Duct R-value R-value>_6 Yes/No
Air leakage Qn �n 5 0.03 R-Value=
Qn=
Air conditionin s stems see Note 5 SEER=13.0 SEER=
Heating system
Heat pump(see Note 5) Cooling: SEER=13.0 SEER=
Heating: HSPF=7.7 HSPF=
Gas fumace AFUE 78% AFUE_
Oil fumace AFUE 76% AFUE_
Electric resistance:Not allowed(see Note 5)
Water heating system(storage type)
Electric(see Note 6): 40 gal:EF=0.92 Gallons=
50 gal:EF=0.90 EF=
Gas fired(see Note 7): 40 gal:EF=0.59 Gallons=
Other(describe): 50 gal:EF=0.56 EF=
(1)Each component present in the As Proposed home must meet o ceed each ofthe applicable rformance criteria in orderto comply with this code using this method;
otherwise Section 405 compliance must be used.
(2)Windows and doors qualifying as glazed fenestration areas must complywith e maximum U-Factorand the maximum SHGC(solarHeat Gain Coefficient)criteria
and have a maximum total window area equal to or less than 20%of the conditioned iloor area(CFA);othenvise Section 405 must be used for compliance.
Exception: Additions of 600 square feet(56 m2)or less may have a maximum glass to CFA of 50 percent.
(3)R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walls,the"interior of wall"requirement must be
met except if at least 50%of the R-6 insulation required for the"exterior of wail"is installed exterior of,or integral to,the wall.
(4)Ducts&AHU installed substantially leak free per Section 4032.2.1 Test by Ciass 1 BERS rater required.
Exception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.5032.7.2.
(5)For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment,see Tables 503.2.3(1-S).
Exception:The prohibition on electric resistance heat does not apply to additions,renovations and new heating systems installed in existing buildings.
(6)For other electric storage volumes,minimum EF=0.97-(0.00132 x votume).
(7)For other natural gas storage volumes,minimum EF=0.67-(0.0019 x volume).
TABLE 402B MANDATORY RE�UIREMENTS
COMPONENTS SECTION RE�UIREMENTS CHECK
To be caulked,gasketed,weatherstripped or otherwise sealed.Recessed lighting IC-rated as meeting ASTM E �
Air Ieakage 402.4 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required.Fireplaces:gasketed doors&
outdoor combustion air.
Ceilings/knee walls 405.2.1 "R-19 space permitting. �/
Programmable thertnostat 403.1 1 Where forced-air furnace is primary system,programmable thermostat is required.
Air distribution system 4032 �Ducts in attics or on roofs ins�lated to R-8;other ducts R-6.Ducts tested to Q�=0.03 by a Class 1 BERS rater. �/
Heat trap required for verticai pipe risers.Comply with efficiencies in Table 403.4.3.2.Provide switch or clearly
Water heaters 403.4 marked circuit breaker(electric)or shutoff(gas).Circulating system pipes insulated to=R-2+accessible manual
OFF switch.
Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat
Swimming pool&spas 403.9 Ioss except if 70%of heat from site-recovered energy.Off/timer switch required.Gas heaters minimum thermal
e�cienc =78% 82%aflerM16M3.Heat um oolheatersminimumCOP=4.0.
Sizing calculation performed&attached.Minimum efficiencies per Tables 5032.3.Equipment efficiency verification
Cooling/heating equipment 403.6 required.Special occasion cooling or heating capacity requires separate system or variable capacity system.
Electric heat>10kW must be divided into rivo or more sta es.
Lighting equipment 404.1 At least 50%of permanently installed lighting fixtures shall be high-efficacy lamps.
2010 FLORIDA BUILDING CODE—ENERGY CONSERVATION C.5
�
FORMS
FLORIDA BUILDING CODE,ENERGY CONSERVATION
FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES
Scope:Compliance with Section 402 of the Florida Building Code,Energy Conseivation,shall be demonstrated by the use of Form 402 for singie-and multiple-family residences of three
stones or less in height,additions to existing residential buildings,renovations to existing residential builtlings,new heating cooling and water heating systems in existing bwldings,as
applicable.To comply,a buildmg must,meet or exceed all oi the energy efficiency requirements on Table 402A and all applicable mandatory requirements summarized in Table 4026 of this
form.If a building does not comply with this method or Alternate Form 402;it may sfill comply under Section 405 of the Fiorida B�ilding Code,Energy Conservation.
PROJECTNAME: ?jqS�.00{�r��o� Ln• BUILDER: S(,Ly�s'�a'�' c(..minu
ANDADDRESS: MaJeS'I-«- OQk5 ' pERMITTING
z.e h r-htlls �.3ss�� oFFice: C�� aF Ze�h�rh� �ls
OWNER: �DIIlr1 SGh 0.�S��LII PERMIT NO.: l S�? JURISDICTION NO.: �j `l(p(�
General Instructions:
1.New construction which incorporates any oi the following features cannot comply using this method:glass areas in excess of 20 pe�cent oi conditioned floor area,electric resistance
heat and air handlers located in attics.Additions<_600 sq.ft.,renavations and equipment changeouts may camply 6y this method with exeeptfnns given.
2.Fill in all the applicable spaces of the"To Be Installed"column on Table 402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the
required levels.
3.Complete page 1 based on the"To Be Installed"column iniormation.
4.Read the requirements of Table 402B and check each box to indicate your intent to comply with all applicable items. -
5.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owners agent must also sign and date the form.
Please Print CK
1. New construction,addition,or existing building 1, � r�.
2. Single-family detached or multiple-family attached 2, S IYIR_ l�
3. If multiple-family-No.of units covered by this submission 3 v
I 4. Is this a worst case?(yes/no) 4. N d
5. Conditioned floor area(sq.ft.) 5. 'T�Jo2
6. Glass type and area:
a.U-factor 6 a• '�5
b.SHGC 6b. �-
c.Glass azea 6c. -�O•5 _sq.ft.
7. Percentage of glass to fioor area � g o�o
8. Floor type,area or perimeter,and insulation:
a.Slab-on-grade(R-value) Sa.R= lin.ft.
b.Wood,raised(R-value) 8b.R= !3 �32_sq.ft.
c.Wood,common(R-value) , 8c.R= sq.ft.
d.Concrete,raised(R-value) 8d.R= sq.ft.
e.Concrete;common(R-value) Be.R= Sq.ft.
9. Wall type,area and insulation: �
a.Exterior: 1. Masonry(Insulation R-value) 9a-1. R= �sq.ft.
2. Wood frame(Hisulation R-value) ga_2, R=� sq.ft.
b.Adjacent: 1. Masonry(Insulation R-value) 9b-1. R= sq.ft.
2. Wood frame(Insulation R-value) 9b-2. R= (3 �sq.ft.
10. Ceiling type,area and insulation:
a.Under attic(Insulation R-value) 10a.R= sq.ft. �
b.Single assembly(Insulation R-value) 10b.R= ,�i O .3 v� sq.ft.
11. ,Air distribution system:Duct insulation,location,Qn �rY^�
a.Duct location,insulation 11 a. R= �
b.AHU location 11 b. • N
c.Qn,Tes[report attached(<0.03;yes/no) 11 c.Test re ort attached? Yes �o
12. Cooling system:
a,�Pe 12a.Type: P kA. ���.
b.Efficiency 12b.SEER/EER• �3
13. Heatingsystem: 13a.Type: (D KW }�eGtS'f�f�(�
a.Type 13b.HSPF/COP/AFUE: `�.`�
b.Efficiency
14. HVAC sizing calculation:attached 14. Yes �o
15. Hot water system: •
a.Type i5a.Type: IJ�/�
b.Efficiency 15b.EF I�T A-
I hereby ceN(y that the pla s and specifications covered hy the calculation are in compliance with the Florida Review of plans and specifications covered by this calculation indicates compliance with the Florida
Energy Code. Energy Code.Betore construction is completed,this building will be inspeded for compliance in
,�I//_ accordance with Section 553.908,F.S.
PREPARED BY• � DATE:���
CODE OFfICIAL.
I hereby certify that t' u�ildiqQ I�s in com,p�i'9�with the Florida Energy Code: �
OWNERAGENT ���_,CLy�-t-� DATE:�L/��/S DATE:
C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION
' , FORMS
TlaBLE 402A '
� BUILDING COMPONENT PERFORMANCE CRRERIA' INSTALLED VALUES: '
U-Factor<0.65 U-Factor=
Windows(see Note 2): SHGC=0.30 SHGC=
%ofCFA<=20%
S li hts U-Factor<0.75
a of CFA=
Doors:Exterior door U-Factor U-Factor<0.65 -Factor=
Floors: Slab-on-grade No requirement -Value=
Over unconditioned s aces see Note 3 R-13
Walls—Ext.and Adj.(see Note 3):
Frame R-13 -Value=
Mass (see Note 3)
Interior of wall: R-7.8 -Value=
Exterior of wall: R-6 -Value=
Ceilings(see Notes 3&4) R=30 -Value= Test report
Refiectance 025 eflectance= Attached7
Yes/No
Air distribution system(see Note 4)
Ductwork&air handling unit: Location: Test reporl
Unconditioned space Not allowed Allached?
Conditioned space Yes1No
Duct R-value R-value z 6 R-Value=
Air leakage�n �n 5 0.03 Q�_
Air conditionin s stems see Nole 5 SEER=13.0 SEER=
Heating system
Heat pump(see Nole�5) Cooling: SEER=13.0 SEER=
Heating: HSPF=7.7 HSPF=
Gas Furnace AFUE 78% AFUE= I
Oil furnace AFUE 78% AFUE_ ,
Electric resistance:Not allowed(see Note 5) j
Water heating system(storage type) I�
Electric(see Note 6}: 40 gal:EF=0.92 Gallons=
50 gal:EF=0.90 EF= ,
I Gas fired(see Note 7): 40 gal:EF=0.59 Gallons=
Other(describe): 50 gal:EF=0.58 EF=
(1)Each component present in the As Proposed home must meet o ceed each of the applicable rformance criteria in orderto comply with this code using this method;
otherwise Section 405 compliance must be used.
(2)Windows and doors qualifying as glazed fenestration areas must complywith e maximum U-Factorand the maximum SHGC(solarHeat Gain Coefficient)criteria .
and have a maximum total window area equal to or less ihan 20%of the conditioned floor area(CFA);otherwise Section 405 must be used for compliance.
Exception: Additions of 600 square feet(56 mZ)or less may have a maximum glass to CFA of 50 percent. ,
(3)R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walls,the"interior of wall"requirement musi be
met except if at least 50%of the R-6 insulation required for the"exterior of wall"is installed exterior of,or integral to,the wail.
(4)Ducts&AHU instalied substantially leak free per Section 403.2.2.1 Test by Class 1 BERS rater required.
Exception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.5032.7.2.
(5)For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment,see Tables 503.2.3(1-8).
Exception:The prohibition on electric resistance heat does not apply to additions,renovations and new heating systems installed in existing buildings.
(6)For other electric storage volumes,minimum EF=0.97-(0.00132 x volume).
(7)For other naturai gas storage volumes,minimum EF=0.67-(0.0019 x volume).
TABLE 4028 MANOATORY REQUIREMENTS
� COMPONENTS SECTION REQUIREMENTS CHECK
� To be caulked,gaskeled,wealherstripped or otherwise sealed.Recessed lighting IC-rated as meeting ASTM E /
Air leakage 402.4 283.Windows and doors=0.30 cfm(sq.ft.Testing or visuai inspection required.Freplaces:gasketed doors& V
outdoor combustion air.
Ceilings/knee walls 4052.1 R-19 space permitting. �/
� Programmable thermostat 403.1 1 Where(orced-air furnace is primary system,programmable thermostat is required.
� Air distribution system 4032 Ducts in attics or on roofs insulated to R-8;other ducts R-6.Ducts lested to��=0.03 by a Class i BERS ratec i/
, Heat trap requlred for vertical pipe risers.Comply with efficiencles in Table 403.4.3.2.Provide switch or cleady
� Water heaters 4D3.4 marked circuit breaker(electric)or shutoff(gas).Circulating system pipes insulaled to=R-2+accessible manual
OFF switch.
Spas and heated pools musl have vapor-retardant covers or a liquid cover or other means proven to reduce heat
Swimming pool 8 spas 403.9 loss except if 70%of heat trom site-recovered energy.Off/timer switch required.Gas heaters minimum thermal
� efficienc =78% 82%after 4/16/13.Heat um ooI heaters minimum COP=4.0.
Sizing calculation performed&attached.Minimum efficiencies per Tables 5032.3.Equipment efficiency verification
Cooling/heating equipment 403.6 required.Special occasion cooling or heating capaciry requires separate syslem or variable capacity system.
Electric heat>10kW must be divided into two or more sta es.
Lighting equipment 404.1 At least 50%of permanently installed lighting fixtures shall be high-efficacy lamps.
2010 FLORIDA BUILDIIVG CODE—ENERGY CONSERVATION C.5
1
a ��� ������� .
� ,ah � .
�
' ; .�
� �
. j �
4
i �
�
I �
r�'� ± � ~
_ �
I
1
1 _ , h( � �/
I
� ,�� �
, PG tG
r
. �
` '8 � �
� �w w �
� � � ��t��1�,�/J�L" �
������ i�o��
)�✓r��/ �ds�G'OJ�/�
ri �J�
Sa��S�X�
i ' ' �
�
r�.
� , o/,
�� s��-�� ��� -= i� b�S.�b y�s �y°� �
-c,�s �� 7� � sll-'YZ - a ��. .�c c•.���� ����� i
��.�, �pr C��o�-c70/p�-00�-/�-��/�� .��/��'✓b� . '
C�
l
��,lorida Building Code Online Page 1 of 1
,., _
. -
: ► � 0 4 ` ' a f -
r�����
F�Di(����f(1P��t�( BCIS Home � Log In ; User Reg(stration E Hot Topics : Submit Surcharge ; Stats&Fa�s : Publications � FBC Staff j BCIS Ske Map � LinkS } Search ;
Busines
Professi� I $3 � Product Approval
� USER:Public User
Regulatian
Produd Aooroval Menu>Produd or Aoolication Search�Appll�ation List -
��
s ^ a I �' _
Search Criteria _ Refine Search
Code Version 2014 FL# 4904
Applfcation Type ALL Product Manufacturer ALL
Category ALL Subcategory � ALL
Application Status ALL Compliance Method A�-
� Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description AU-
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-.Ap lications
FL# Tvoe Manufacturer Validated Bv Status
FL4904- Affirmation Masonite International National Accreditation&Management Approved
R7 Category:,Exterior poors Institute, , ,
Historv Subcategory:Swinging Exterior poor (804)684-5124
Assemblies
- *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
� Contad Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacv Statement::AccessibiliN Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
eiectronic mail to this entity.Instead,wntact the office by phone or by tradittonal mail.if you have any questions,please conWct 850.487.1395.*Pursuant to
Sedfon 455.275(1),Florida Statutes,effective Odober 1,2012,Itcensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communl�tion with the Iicensee.However email addresses are pubitc record.If you do not wtsh to
suppty a personal address,piease provlde the Department with an email address�which can be made available to the pubtic.To determine if you are a licensee under
Chapter 455,F.S.,please cltck here.
, Product Approval Aaepts:
� � sCh�k �
, ' se.curi •atr-rntc�
:� -
,I �
https://www.floridabuilding.org/pr/pr_app_lst.aspx 7/3/2015
r•v LO I
E,g i49"MAX. OVERALL FRAME W1DTH � 00
� a::ta•�z��`e`' o I,
27" MAX 36.375"' MAX. V �
SIDE-HlNGED WOOD-EDGE STEEL DOOR UNIT � co
D.L.O. PANEL WIDTH 37.5" MAX. ¢ p
6'-8"DOUBLE DOOR WITH/WfTHOUT SIDELITES W/AS7RAGAL � ^FRAME WIDTN 0 �J
, � �
�ENERAL NOTES � � � � � ��
7. EVALUATED FOR USE IN LOCATIONS ADHERING TO z
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DEfERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AN� OTHER STRUCTURES. ^ o � �U
DOES NOi IXCEED THE DESIGN PRESSURES USiEO. ,A �
2. HURRICANE PROTECTNE SYSTEM (SHUTTFRS) IS NOT REOUIRED ON � X � � ��
OPAQUE PANELS, BUT IS RE�UIRED ON GLAZED SIDELITES. U �O � � �
3. IN THE HVHZ, FACTORY PRIMED OOORS MUST BE PAINTED IN �i -i
ACCORDANCE WITH SECiION 2220 OF THE FBC. w i•�� � _
� .� W
4. POLYUREfHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. �
5. PlA5TICS TESTING OF LITE FRAME MATERIAL: � '� ' z
TESi DESCRIPTION DESIGNATION RESULT � �oo z`^
SELF ICNITION TEMP ASTM D7929 740 'F > 650 'F a 4� �o
RATE OF BURNING ASTM 0635 0.77 IN/MIN � ��� ���
SMOKE DENSITY ASTM D2843 13.47, $'��o����
TENSILE STRENGTH• ASTM D638 � 7.507 DIFF o m8
' COMPARATIVE TENSILE STRENG7H AFTER WEATHERING i,�,o� y
4500 HOURS XENON ARC METHOD 1 ���3 a�
�.
0
F-
DOUBLE DOOR UNIT W/SIDELITES a a
, AddeR�.mtoWiMl 3�3�m
�n w v�rn
Cerl�iallonNo.: o a-z 4
Reuiewed By l o �
Dalefleviesrcd �L/.= � Z
U �
K3
�NULj
� � � � � � � � � � � � � � � � 5oa� �
U d V1 V
J= N �
� � � � �W
e� � � � � � � �e B� � � �o Q U Ve U>l
W�p Z W
O�Q= �
�� � � � � � � �a D� � � �o � � � � . �N�O�
W.^-N�
SIN• DOOR INIT DOUBI E DOOR UNI7 SINGLE DOOR UNI7 SINGLE DOOR UNl7 SINCLE DOOR UNIT W SIDELITES DOUBLE DOOR UNIT W/SID 117 S
WITH SIDFI 17F WITH SIDELITE w o U m Z
WHERE WATER INFILTR4TION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15� OF DESIGN PRESSURE ontE: 7 ���05
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING �/�.� /� sca�[: N.T.S.
SHEEf # DESCRIPTION � X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 �" /
� 7YPICAL ELEvn710NS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 owc.ar: SWS
2 ANCHORING LOCATIONS & DE7AIL5 OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 �HN.HY:
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 -55.0 '+55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KUR7 BALTHAZOR orsnwinc No.:
OXXO 149 +SS.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 FLORIDA P.E.
//56533 DwG-Ma-�oi2a-os
SHEET � OF ,3
"'\
r
� �
0 �
6" SEE DETNL _3., � 6" J O
�_ 3„ 3.� 3u^E•• � 3�. I` ' z Q CO
+I 3u 3 .L _� p �J
I l l I rI l l I ¢ c�
I � — I_6� 6��_I 6..—� I � � - —I—6'� 6"--I — I W �C�
_6„ O
^ 3�. � � N ^ z �U
N - - M: W s
M^ o o v �n • z U U
_ N N S�EE DEI'AIL � ��
_ � J 9' _ _ g L�
SEE DEfAIL _ � � SEE DEfAIL �
��� � e - - — ..�..
w
' B w� O ;� :
A � A ' B � � � G � � H »o 0
— 6�� _ .r °' � _ _ &�'o �
�� r o�
6,� 3,� _ a� � -' a
io in o 70'� � Z o
6 6" o'J'8 � �d3
I I I I I � I I I I 1 ?�og �
I 3. I o �d
3^—1 _ I.�, o
�d
3� 3° 3 3� 3" s.� _ I fi�� a a
f
6 SEE DEfAIL 6" ����
�F,� v�i v�i u�i v�i m
z �
o Z
a �
U��
�QQw
ASTRAGAL RETAINER BOLT HOLE �a N v�"i z
8 x 2-1 2" #�� x 2 #8 x 2-1/2° MUST BE DRILLED THROUGH a�o� �
# � THE THRESHOLD & INTO THE ��n g z
#10 x 5/8" �
STRUCTURE DEEP ENOUGH ��¢_ �
FOR A 1.375' THROW
#8 x 2=1�2" #10 x 1" •-ooro
ow
0 �10 x 5/8'� #10 x 3/4" DETAIL '�F" ASTRAGAL O1`"�N o
�10 x 2�� DETAIL °E° ASTRAGAL O1���
IG(I/B'TEIAP GU55)
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT oow sss W/OPTIOWIL�ECORA7NE INSERT
DETAIL "D" DEfAIL "C" STRIKE PIATE TO FRAME � ALUM,STEEI OR BUM SPACER Z
t/z°erre w o c�m o
TYPICAL AS SHOWN. '_gs x �-i�r PHs
Adderdum Io NAMI onTE: 7/1 1/05
�y�;;�•.' sca�:
' � 0.962'�I , N.T.S.
�p Cerlifialbn No: +�r no�i r a- �F � �.•s•-�•.
7.375" �L-a,__J � � AeYle'NedBy. •�:;;ot•: owc.ev: SWS
�aleRevie ,/��,� oow sss :•r '• �K.�:
I 1 � ;,•a:;i•:;•
INSWlNG THRESHOLD OUTSWING THRESHOLD �$ �� �� INTERIOR Df7Ari7N0 NO.
TYPICAL GLAZING DETAIL owc-r.u-fl.o�za-os
SHEEf �Z OF 3
SEE DEfAIL� ,3. L 5� � � 6^ � O �
"E" SHT. 2
�_ 3„ 6,�_ � 3��� 3" 3., 3. U �
� �
Q Q
I I I I I I I I I I p �J
_ -I 6.� 6..,I -6 - - I I-6" 6��� I �
v� I �° o io Z �O
' n — I N w �C�
�� — — i— Q
M p 4
W
� z c�
0
a SEE DEfAIL ¢ � �_
- - J "D" SHT. 2 - _ N O �U
¢ 9. F-
SEE DEfAIL Oq -- o � � �W
�,�., SHT. 2 - - w - _ � �S
= o � � B
M �j
A A � � G H B �
- 60 _ _ _ � �
6�� �o� �
io � W q
_�6 - - _ &v�izr3a
f I I f I I I ( I I 8�� W zo
3" I oa � 0 41
3 3��-I 3��6' 6" 3�� ' I�.3., � �3� � cxi
-�
SEE DETAIL 6.. _ 6„ ol�"` o �
. "F" SHT. 2 6� _ o
e
¢
a a
ATTACHNIENT DETAIL s 3��
li/N(n m
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z �
SIGNED AND SEALED BY LUfS R. LOMAS, PE
(FLORIDA �62514) WITH THE LOWEST (LEAST)
c�
a w
FASTENER RATING FROM THE DIFFERENT FASTENERS
U��J
BEING CONSIDERED FUR USE. JAMB, HEAD, AND �Q Q W
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE c.�i a vai v z
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL � �' �
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULE Q��� �
�j�pz w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2° 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�a= �
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. �oa�
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES �N��� �
.- �-N 0
CORRUGATED FASTENERS LOCATED 3" FROM EACH END - �^N�
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,•;" � -�x .
12" O.C. �.So"j 1.25" . ' ' wot�mo
3. THE WOOD SCREW SINGLE SHEAR DESIGN' VALUES COME FROM MIN .�_ `025�� MIN '�• �' ' 0.25" Z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM �SHIM DATE: ]����OS
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE ��_I I— .�., c�—� �— A��10�� sra�e: N.r.s.
MINIMUM EMBEDMENT OF 1-1/4". •� •���
�"•: :.,r•: Cerliticalbn No.� o �y o uwc.er: SWS
:'�:T� :''T'� ReviexedB
4 WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERI.Y TO DateRevierr � "'K•H1'°
TRANSFER LOADS TO STRUCTURE. . . . '�L'=J' ow�vnNc No.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK IYPICAL MASONRY OWG-MA-FL0128-OS
ANCHOR INSTALLATION ANCHOR INSTALLATION
sH�r 3 0� 3
— �
� Florida Building Code Online Page 1 of 3
.� - _ -
..
� a � i 4 . � ' i # -
I t ����" ' ��
FI����jena�((��td BCIS Home 1 Log In : User RegistraUon i Hot Topics ; Submit Surcharge ; Stats&Facts.= Publimtlons ; FBC S�ff i BCIS StYe Map j Llnks � Search [
t"'
Busines .
Professi I � rn Product Approval
& USER:Pubiic User
Regulati�n
Product Aooroval Menu>Produd or Aoolication Search>Apolication lJst>Applfwtion Detail
•'i +�� R# FL1435-R16
Application Type Revision
Code Version 2014
Applfcation 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 PGi'Industries
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext22318
_ druark@pgtindustries.com -
� Authorized Signature Jens Rosowski �
j rosowski @pgtind ustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
• Nokomis,FL 34275
(941)486-0100 Ext21140
j rosowski @ pgti n d ustri es.com
Quality Assurence Representative
Address/Phone/Email .
Category Windows
Subcategoty Single Hung •
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
C.� Validetion Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
_ AAMA/WDMA/CSA 101/IS2/f1440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards .
Certified By ,
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe12OD... 7/3/2015
Florida Building Code Online Page 2 of 3
Product Apprbval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval I
Date Approved 06/25/2015
Summa of Products
FL# Model,Number or Name Description
1435.1 SH-200 Alumfnum Single Hung Window(Std.Meeting Rail,inc. Pass-
Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R16 C CAC Certification SH2O0.�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No O5/28/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1435 R16 II SH-200.odf
pressure,size and anchorage information.The Pass-Thru Verified By:A.Lynn Miller,PE 58705
version was not tested for water infiltretion. Created by Independent Third Party: No
� Evaluation Reports
FL1435 R16 AE SH-200 Evaluation.odf
Created by Independent Third Party: No
1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD.�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No O1/08/2017 -
Design Pressure:N/A Installation Instructions
Other:Piease see the Installation Instructions for design FL1435 R16 II SH-200HD.odf
pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 Ri6 AE SH-200HD Evatuation odf
Created by Independent Third Party: No
1435.3 SH-400 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FL1435 R16 C CAC SH-400 Certifications.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiratioa�Date
Impact Resistant:No 01/21/2017
Design Pressure:N/A Installation Instructions
. Other: Please see the Installation Instructions for design FL1435 R16 II SH-400.odf
pressure,size and anchorage information. Verified By:A. Lynn Miller,PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-400 Evaluation.odf
Created by Independent Third Party: No
1435.4 SH-500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R16 C CAC SH-S00 Certification R14 odf
Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/Z7/2016
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R16 II SH-SOO.odf
pressure,size and anchorage information. Verified By:A. Lynn Miller,PE 58705
Created by Independent Third Party: No
Evaluation Reports
FLi435 R16 AE SH-500 Evaluation.odf
Created by Independent Third Party: No
. 1435.5 SH-800 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R16 C CAC SH-800 Certification.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/07/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1435 R16 II SH-800.odf
pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-800 Evaluation.�dF
Created by Independent Third Party: No
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120D... 7/3/2015
Florida Building Code Online Page 3 of 3
. , , •
1435.6 SH-2100 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R16 C CAG Certification SH-2100.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No O1/24/2016
Design Pressure:N/A Installation Instructions
- Other:Please see the Installation Instructions r design FL1435 R16 II SH-2100.odf
pressure,size and anchorege information. Verified By: A. Lynn Miller,P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
' FL1435 R16 AE SH-2100 Evaluation.odf
Created by Independent Third Party: No _
1435.7 SH-2200 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R16 C CAC SH-2200 Certifications.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No ' 10/21/2015
Design Pressure: N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1435 R16 II SH-2200.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-2200 Evaluation.odf
Created by IndependentThird Party: No
1435.8 SH-5400 EnergyVue Vinyl Single Hung Window
Limits of Use Certification Agency CertiFcate
Approved for use in HVHZ:No FL1435 R16 C CAC SH-5400 Certification.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/13/2018
Design Pressure:N/A Instaliation Instructions
Other:Please see the Installation Instructions for design FL1435 R16 II SH-5400.odf
pressure,size and anchorege information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-5400 Evaluation.odf
Created by Independent Third Party: No
1435.9 SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R16 C CAC SH-5500 Certification.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2018
Design Pressure:N/A Instailation Instructions
Other:Please see the Installation Instructions for design FL1435 R16 II SH-SSOO.odf
pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R16 AE SH-5500 Evaluation.pdf
Created by IndependentThird Party: No
Back Next
, Contad Us::1940 North Monroe Sheet.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacv Statement::Accessibilitv Statement::Refund Statement
Under Florida Iaw,email addresses are publtc rewrds.If you do not want your e-mail address released in response to a public-records request,do not send
electronic matl to this entity.Instead,contact the office by phone or by traditional mail.If you have any quesGons,please contact 850.487.1395.*Pursuant to
Section 455.275(1j,Fiorida Smtutes,effective October 1,2012,licensees li[ensed undec Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for offictal communiption with the licensee.However email addresses are public record.If you do not wish ta
supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a Iicensee under
Chapter 455,F.S.,please clfck here
Prnduct Approval Accepts:
� � � �
securit au;raYc:s
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120D... 7/3/2015
GENERAt.NOTES:
1 J THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEp TO COMPLY
WITt{TltE FtQRIDA BU{L6SMCa Ct}F}E FOR THE 6EStGN PRE8SUF2ES L]STED 7N 6e M�' 3"MAX.
THEAPPLICABLEPRODUCTTES7REPORTS. 3"MAX.—� � Q,C, �
2)WOOD BUCKS DEPICTED AS 2X ARE 9-1l2'THICK OR GREA7ER
A7TACHMENT t�3ETHdD 4F WOCtO SUCKS S!�}ALL BE 04NE 6Y 07HERS.
3)SEE TABLE 7 FOR MINIMUM EDGE DISTANCE FRqM CENTER pF ANCHOR � � �
TO SUBSTRATE EpGE(EXCLUDING FINISH OR STUCCO). � ��
Q}AtSCNORS SNAtL BE COA7ED OR CORROSION RE'SI57ANT AS
APPROPRIATE FOR SUBSTRA7`E MATERIAL.DISSIMILAR MAIERIALS SHAI.L BE
PROTEC7ED AS REQU�RED TO PREVENT RFJ�CTIONS.ALUMINUM SHAU.BE 84� 6°MAX,O.C. �`—���
PROTEGTED FROM DISSIMiLAft MA7ERtA�S AS SPECiFtED!N THE FL6RIDA MAX.
$lt1LDtNG CODE. $UCK �
OPT.� SHIM
5)ADNESIVE SEALAN7 SHALL BE USED BET4VEEN SU6STRATE AND FLANGE J-CHANNEL
qR FIN.OVERALL SEALINGtFiASNlNC�S7RAT£6Y FCMR WA7E}?l2ESiSTANCE f FILl.Eft
QF 1NSTAE.LA7ION SHALt 8E DC1NE BY p7HERS. � �
6)MATERIALS USED FOR ANCHOR EVAL.UA710NS WERE SOU7HERN PINE. EXiERIQR BS TE !
GLPZlNG COMPLIES WITH ASTtv1 E43¢0.
7)THE 1!3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.
THE 1.8 LOAD DURA714N FACTOR WAS USED FOR THE EVALUATION OF —48"MAX.BUCK
ANCHORS.
EQUAL-UTE STYtE
INSTALLATION NOTES:
1)SILL DETAILS SHpWN,BUT Al,SO APPLY 70 JAMB$AND HEAp. GIUALIFIED CONFIGURqTIONS:
2)SEE TAB�E FOR ANCH4RAC�E,SUBSTRATE AHD SPACIHG REQUtREMENTS. {U3E SAME AAiGHOR SPAClSJ�AS EQUAL-tJTE}
3}MAX,SNIM THICKRlESS 70 881t4'.
TABLE 1: 48"MA?C. 48"MAX.--«^� 132'MAX.{TR{PLE} �
1/2'x 1... W� _ �
ypa Substrate M'to.Edge Min.
Dist. Embedment � 96'MJtX.(QOUBLE}
Rookne Nafl od(Sauthem Pine) 3/8' 1.7l16^ � �
Wood{Sooihem Pine} 711G" 1�'18^ �/!
�/// f
#10 Panhead Steel Stud Gr 33 3IB" .045(18 t;A) gq^ 4 84� ' 1 f � �
SMS or#8 ,q�uminumE06&T5 3l8" 1!6' MAX r
7nissheed Screxr MAX 74" Q / �
St����s �� ,l� l �� � � ,
NOTE:FORALLMETALSl1B91AATES,SGI�WEMBEDMENT5MALL9EMIN.J7HREA05 / /, � � / / �
BEYOND INSIpE FACE OF Mq7ERIAL // / �
I /
I °
TABLE 2: - �
G4TTAGE STYLE ORIEL STriE ALL STYLES AND COMBINATIpNS QUAI.IFIED !
Sash Sty(e ��ndows Sfze Design Pressure Requtred CertlOcation (CdNTINUOUS HEAD&SILL) i
perUnii Width Height {+jpsf (-}psf 8einforcement Number Test# �
36" 7A" SQ 5p Full �`�'�'. 79777
Equal Qys
2
Ute, 196�-046,441. .:�i:+�s!`;, (
O�fel,or �tl �4" 35 35 FW! �z 79777 \ `n'��++_'�'P1,�1«`. �.r �ar o.r: eurwt nexvaunwocscrvad��mvnu�w �
�`r`i:", '(o �i J.ROSOWSKI 00/10112 RIGID RVC "��°V°°'E��'°�°E"�'�""+'�? '
Cotiage 2 56" 7A" 35 35 Fup 190-446,A4%. '.�,,'*, �,��E'rlS�- i.o .� �mu.rixts,vocavsva�ca+namu_
wneer. om.: w� .vaarttrrr�rnnr.norom�avornae
3 132" 74" 35 35 Fvli ,� 79777 : 'r: . ����� � �
fqual tite 1 $6" &i" .50 50 Full ]9p.d70 471 SSSS9 _ 3� `\G.�:`c��i�:J . ' �������7�
or Orlel q8" &1° 35 35 F��� 190�468,469 &5559 – � �� �
36" 63" 50 50 MROttI 19tYTT9 6402 % � '• � (b�(���� �070TECHNRlOOYDRNE
EquattSte 1 42° &t" 50 50 Fui! igp.492 85559 '�_3�'., r�•��': :� ?'r� HOKOMIS.F�3C275 � .
- , � �.:, FtCERT.OFAUTH.:29296 S(NGLE HUNG 1NSTALLATION
..;v�;�;,.^ •,,r�.,;
44" 6d" 35 35 MR Onl 190.778 6396 '.,�`t��,r�. • A,Lynn Miller,P.E. �"''�O"G' � �T^*�' �c� aw:
'�r,'t.rtill?��.���' P.Et158705 SH-21�0 NTS 1 0! 1 1q31116JR .
6
._ __--_ _ —_ _ ___ — ..... •
I HEREBY CERTIFY THAT I HAVE REVIEWED
PRODUCT APPROVAL CODE CHART THIS PLAN AND FOUND IT TO BE IN
JOIST SPAN (W) I GIRDER SPAN (S) STRUCTURAL COMPONENTS COMPLIANCE WITH ASCE 7-10&FBC 5TH
SIMPSON ABA OR ABU POST BASES- FL10849.6 EDITION(2014)RESIDENTIAL&EXISTING
PT 2x6 9' MAX (2) PT 2X6 8' MAX SIMPSON AC, LPC OR LCE POST CAPS- FL10860
= SIMPSON H5 CUP- P1.104566 DECK MAY BE CONSTRUCTED WITH PT 2x8 12' MAX (2) PT 2X8 10' MAX SIMPSON LULUS JOIST HANGERS - FL10655
GIRDERS RUNNING PARALLEL OR PT 2x10 14' MAX 2 PT 2X10 12' MAX SIMPSON LUC JOIST HANGERS- FL11169
J
r 8'-O" MAX. PERPENDICULAR TO EXISTING HOME
2X6 GIRDERS
0. SEE SPAN CHART FREESTANDING DECK - DO NOT
a.
ATTACH JOISTS TO EXISTING HOME ALL CONNECTORS AND FASTENERS IN CONTACT
W/TREATED WOOD SHALL BE ZINC COATED
-_ - - - GALVANIZED STEEL OR SIMPSON 'ZMAX' J
l �
FASTEN FLOOR JOISTS TO DBL. o v
2X6 GIRDERS W/SIMPSON H5 6" x
i0 U)
Q tnz 1
DBL 2X6 ® o¢a •I Li'
��=�
PERIMETER JOISTS N of � —
0) NW
" T & G PLYWOOD SUBFLOOR PROFESSIONAL ENGINEER SEAL
(FOR RM. ADDITIONS) GLUE AND = X
SCREW TO JOISTS W/#10X2" 6" o C4
O.C. 0 EDGES, 12" O.C. IN N = = = - = - FASTEN FLOOR JOISTS TO DBL. ENGINEER OF RECORD:
FIELD 2X6 PERIMETER JOISTS
W/SIMPSON LUS HANGERS OR David W. Smith P.E.
o EQUIV
FLORIDA LICENSE NUMBER:53608
36'-0" FASTEN FLOOR JOISTS TO GIRDERS
W/SIMPSON H5
TYPICAL FLOOR JOIST/GIRDER LAYOUT Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
P.T. DBL. 2X GIRDER
Mark Ronald Dunn,Jr. P.E.
2X JOISTS II FLORIDA LICENSE NUMBER:73968
OPT.. PERIMETER JOISTS
- j ALUM. TERMITE SHIELD Joel Falardeau P.E.
I I I I ® EACH PIER FLORIDA LICENSE NUMBER:70667
I I I-# v
1/2"0 WEDGE ANCHOR W/ LAUGER ANCHORS ® 8'-0" O.C. MAX. FBC Plans &Engineering
3" EMBEDMENT INTO SLAB SECURE WITH ASTM #123-89A Services, Inc.
STRAP OR EQUIV. OVER GIRDER 6272 Abbott Station Drive Unit 101
PT (3) 2x12 AIR STRINGERS 32" IMBEDMENT Zephyrhills,fl.33542
PLAN VIEW Phone:(813)788-5314
Fa4-7894
BLOCK PIER AND ANCHORS email-(866cpl2s.com
email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
PICKS SHALL NOT ALLOW DRAWN BY: W.P.
ET
A 4"0 SPHERE TO PASS. DATE: 12/09/15
TRIANGULAR OPNG. SHALL REVISION: DATE:
NOT ALLOW A 6"0 SPHERE I I
TO PASS. I I 2X2 ALUM. HANDRAIL
I I POST RO 1
PER FBC 311.7.8 - 4 OR MORE RISERS REQUIRES A HANDRAIL I i -o" MAx. RO 2
II
PT 2X TREADS. FASTEN TO STRINGERS W/(4) 16d NAILS EA. CONNECTION RO 3
PT DBL 2X PERIMETER PICKETS SHALL NOT ALLOW A
JOISTS ATTACHED RISER HEIGHT = 7 3/4" MAX. 4"0 SPHERE TO PASS. RO 4
TO PT 4X4 POSTS HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT z TOP/BOTTOM RAILS TO POSTS W/
W/(2) 1/2"0 STEEL BOLTS EXCEED " 1 1/2"xl 1/2" x3/16" ANGLE PROJECT ADDRESS:
TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) W/ (2) EA FLANGE #1 Ox3/4" TEKS
A NOSING NOT LESS THAN J" & NOT MORE THAN 14"
SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. JOHN SCHAFSTALL
\\ EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD MAJESTIC OAKS
DEPTH IS A MINIMUM OF 11" 39520 CHARIOT LANE
ZEPHYRHILLS, FL
16"X16" ABS PADS UNDER STRINGERS PRE-MANUF. WELD P 2"X PERIMETER JOIST
OR 4" 2500 PSI CONCRETE PAD BASE, ATTACH PER MANUF. CONTRACTOR:
PT (3) 2x12 STAIR STRINGERS SPECS. OR (4) J"0X2"
FASTEN TO DBL 2X PERIMETER JOIST LAG SCREWS FOR WOOD SUN STATE ALUMINUM, INC.
W/SIMPSON #LU210 OR EQUIV. PER DECKS
MFGRS SPECIFICATIONS
WOOD STEPS & ALUMINUM HANDRAIL ALUMINUM POST & RAILING TO DECK CONNECTION
WOOD DECK
I HEREBY CER'."IFY THAT!HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7- 0&FBC 5TH
EXISTING HOST STRUCTURE ® BEARING WALL SIZE SPAN JACK EDITION(2014)RESIDENTIAL&EXISTING
W' STUDS
SUPPORTING (2) 2"x4" 4'-4" 1
COMP. PANEL ROOF
2 2"x6' 6'-4" 1
12" WIDE TPO REINFORCED MEMBRANE (2) 2"x8" 8'-0' 1
FLASHING STRIP (2) 2"xlO" 9'-6" 2 e V
2 2"x12" 11'-6"
RUBBER MEMBRANE ROOFING OVER ALL CONNECTORS AND FASTENERS IN ( ) 2
CONTACT W/TREATED WOOD SHALL DBL. HEADERS W PLWD. SPACER, GLUED &
3" POLYISO. FOAM INSULATION = R17.4 /J"...........................
- NAILED W/16d NAILS C� 24" O.C. (2 ROWS
I v I = BE ZINC COATED GALVANIZED STEEL
STAGGERED)
!"I OR SIMPSON 'ZMAX'
>�,r---------1-� EX. 3" COMPOSITE PANEL- 7 I
><� ROOF = R-4 PER INCH PRODUCT APPROVAL CODE CHART 1
F `I STRUCTURAL COMPONENTS CLADDING ROOFING
I I SIMPSON SP1 SP2 FL1O456 VINYL SIDING FL12231R2 COMPOSTIE PANELS FL2291RB
SIMPSON H1OA FL11478 PROFESSIONAL ENGINEER SEAL
I I SIMPSON DSP FL10456
I I SIMPSON SPH FL10456
SIMPSON ABU/ABW FL1084sENGINEER OF RECORD
DBL. 2"X4" WOOD TOP PLATE SIMPSON LSTA/MSTA FL1085z
1 I
SIMPSON 0516 FL10852 avid W. Smith P.E.
" GYPSUM WALLBOARD FLORIDA LICENSE NUMBER:53608
WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. 0 EDGES & 12" O.C. Thomas L. Hanson P.E.
2X4 TO EXIST. HOST WALL IN FIELD. ROWS OF NAILS SHALL BE 4" MIN.
FASTEN" LAG SCREWS 0 12" O.C. FROM PANEL EDGES. PLYWOOD SHEATHING
SHALL OVERLAP BOTH TOP & BOTTOM PLATES. FLORIDA LICENSE NUMBER:38654
ALL FASTENERS NAILED PER MFG.'S
SPECIFICATIONS. Mark Ronald Dunn,Jr. P.E.
NOTE: VINYL SIDING MUST BE INSTALLED OVER FLORIDA LICENSE NUMBER:73968
RUBBER ROOFING & INSULATION DETAILS A MINIMUM 7/16" WOOD STRUCTURAL PANEL
SHEATHING (PLYWOOD OR OSB) WITH AN
APPROVED WEATHER RESISTIVE BARRIER
PLACED UNDER THE SIDING. Joel Falardeau P.E.
EX. FASTEN 3" COMP. PANELS TO TOP
PLATE W/#12X44" SMS W/NEOPRENE FLORIDA LICENSE NUMBER:70667
2X4 STUDS ® 16" O.C. WITH SIMPSON WASHERS 0 8" O.C. PER PANEL
SP1/SP2 MEAN CEILING HEIGHT SHALL BE 7'-0"
2X4 CRIPPLES ® 16" O.C. 2X4 BLOCKING FOR PANEL SPLICE
WHERE WALL HT. EXCEEDS PANEL LENGTH Services, Inc.
6272 Abbott Station Drive Unit 101
DBL 2"X4" TOP PLATE (ONLY NON TREATED 6272 Abbot
fl.33542
Station
WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE Phone:(813)788-5314
Fax:1-(866)-824-7894
2X S.Y.P HEADER PER IMPERVIOUS MOISTURE BARRIER)
Website:www.fbcplans.com
CHART DBL. 2X HEADER W//" PLYWD. SPACER OVER C.O.A.-#29054
WINDOWS/DOORS. SEE HEADER TABLE
SIMPSON LSTA STRAPS OR EQUIV. DATE: 12/09/15
INSTALL WINDOWS PER MANUF. HEADER/JACK CONNECTIONS
SIMPSON LSTA OR EQUIV. AT
INSTALLATION INSTRUCTIONS DRAWN BY: W.P.
THIS LOCATION
REVISION: DATE:
" CDX OR , " OSB & VAPOR BARRIER. SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED ONLY AT RO 1
SHEATHING SHALL OVERLAP BOTTOM AND TOP THE CORNERS AND EACH SIDE OF OPENINGS WHEN SHEATHING
2X4 JACK(S) PER CHART, PLATES, SEE NAILING NOTE PANELS ARE CONTINUOUS (8'-0" OR UNDER) AND NAILED PER JRO 2
ATTACHED TO CONT. STUD VINYL SIDING PANEL NAILING NOTE. RO 3
W/16d NAILS ® 24" O.C. 2"X4" WOOD STUDS ® 16" O.C. ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT EXCEEDS RO 4
W/R-13 MIN INSULATION 8'-0" OR WHERE SHEATHING PANELS ARE JOINED.
INSTALL WINDOWS/DOORS IN OPENING PER PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO
MANUF. INSTALLATION INSTRUCTIONS JOISTS W/2 STAGGRD. ROWS OF 16d PROJECT ADDRESS:
NAILS ® 12" O.C. JOHN SCHAFSTALL
MAJESTIC OAKS
39520 SIMPSON DSP, SPH OR EQUIV. 3/4 PT PLYWOOD ZEPHYYRHLLS,OFLLANE
AT EACH SIDE OF OPENINGS
APPLIED PER MFGRS SPECS WD. FLOOR FRAMING & ,�y� t33 CONTRACTOR:
BLOCK PIERS, SEE Y"R-.1 MIN INSULATION
FLOOR JOIST ENGINEERING UNDER FLOOR SUN STATE ALUMINUM, INC.
DOOR/WINDOW FRAMING WALL SECTION DETAILS
WOOD ROOM ADDITION
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
• 1
v
E ■ PROFESSIONAL ENGINEER SEAL
X51 37X OF RECORD:
7NGINEER
avid W. Smith P.E.
WOOD STEPS & FLORIDA LICENSE NUMBER:53608
WOOD DECK ON EX. SLAB ALUM. HANDRAIL
i7 36" LND 12'-0"
EXIST. Thomas L. Hanson P.E.
36'-0" FLORIDA LICENSE NUMBER:38654
WD.FRAMINOOR& 2"X4" STUDS ® 16" O.C. SIDE ELEVATION
BLOCK PIERS, FINISHED WITH VINYL SCALE: 1/s' - i'—o' ; Mark Ronald Dunn,Jr. P.E.
SEE ENGINEERING SIDING ON SHED
i7" n BEDROOM FLORIDA LICENSE NUMBER:73968
0
Joel Falardeau P.E.
r ! 0 FLORIDA LICENSE NUMBER:70667
x
c0
X BATH FBC Plans &Engineering
w
EXIST. 3"X48"X.030" COMPOSITE PANEL Services,72Abbott
t do
6272 Abbott Station Drive.Unit 101
ROOF, W/NEW RUBBER MEMBRANE OVER i Zephyrhills,fl.33542
3" POLYISO. FOAM INSULATION
Phone:(813)788-5314
O o
® j Fax:l-(866)-824-7894
M ! r7 Website:www.fbcplans.com
C.O.A.-#29054
EXISTING PARK
o o ` EXISTING PARK
DRAWN BY: W.P.
MODEL 00 0 7X5 0lo EXISTING PARK !' MODEL (2014
MODEL JACOBSEN) DATE: 12/09/15
o i
REVISION: DATE:
x
RO1
EX. CONC.
SLAB 1 Q RO2
N
RO3
12'-0" j 12'-0" j._12'—O" 12'-0"
RO 4
REAR ELEVATION FRONT ELEVATION PROJECT ADDRESS:
SCALE: 1/8' = 1'—o' SCALE: 1/a' = 1'-0" Qb37X51 __
36X8O JOHN SCHAFSTALL
12'-0" MAJESTIC OAKS
36" LND 39520 CHARIOT LANE
ZEPHYRHILLS, FL
COMPOSITE PANELS = R-12 FLOOR PLAN
3" POLYISO. FOAM INSULATION AND RUBBER & 110 V. OUTLET SCALE. 1/a• -O CONTRACTOR:
MEMBRANE = R-17.4 RM. ADDITION ON WD.
TOTAL = R-30 SUPPLY DIFFUSER DECK
SUN STATE ALUMINUM, INC.
ALL WINDOWS: INSULATED VINYL FRAME, LOW RETURN AIR
E GLASS, .40 U FACTOR
z
0
PLAN/ELEVS
General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFYTHAT I HAVE REVIEWED
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X - 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN:BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.).CONTRACTOR. COMPLIANCE WITH ASCE 7-10&FBC 5TH
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 EDITION(2014)RESIDENTIAL&EXISTING
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
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
ROOM ADDITION,WOOD DECK
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: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA: J rL
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. NOMINAL DESIGN WIND SPEED Vasd:
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 2. RISK CATEGORY: II 110 MPH
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 3. WIND EXPOSURE: B PROFESSIONAL ENGINEER SEAL
WATER REDUCING AGENT-ASTM C 494. G-185. 4. WIND LOADS:
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL ENGINEER OF RECORD:
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" SOLID ROOF(MWFRS): 23 PSF
910.PREPARE&PLAC. METAL WELDED E WIRE
SHALL ACCORDING TO AMERICAN TO ASTM A 185. UNLESS NOTED OTHER WISE. COMPONENT&CLADDING PRESSURES: David W. Smith P.E.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF FLORIDA LICENSE NUMBER:53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS WALLS: ZONE 4 21.8/-23.6 PSF, ZONES: 21.8/-29.1 PSF
RECOMMENDATIONS. ASTM E 119
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300
ASCE 7-10-10 5. EX.4"CONCRETE SLAB,2500 PSI CONCRETE W " "6X6-#10 10 WWM OR 3000 PSI FIBERMESH
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, / / Thomas L. Hanson P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B WOOD DECK FRAMING,SEE ENGINEERING
SPALLING OR OTHER DETERIORATION. ASTM C94 FLORIDA LICENSE NUMBER:38654
ASTM C150
ASTM C33
B.MASONRY:
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 6. SCREEN ROOF TYPE:: N A
HOLLOW MA AND SHALL BE 1900 PSI MINIMUMD BASED ON ASTM C494 7. SOLID ROOF TYPE: EX.3"X48"COMP.PANEL ROOF Mark Ronald Dunn,Jr. P.E.
ASTM A615 FLORIDA LICENSE NUMBER:73968
TYPE M OR S MORTAR. ASTM A185
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23)
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL Joel Falardeau P.E.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans &Engineering
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 2. SIM--SIMILAR Services,Inc.
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Zephyrhills,B.33542
5.VIP--VERIFY VERIFY IN FIELD
0.024"SHALL APPLY. 2 x 2:---------------------------------------2"x 2"x 0.044" Phone:(813)788-5314
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Fax:1-(866)-824-7894
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" Website:www.fbcplans.com
ALUMINUM STRUCTURES..BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050"
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" DRAWN BY: W.P.
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE 5TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. OPEN BACK SECTIONS DATE: 12/09/15
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 _______ REVISION: DATE:
SEPARATION.PSSURE 1REATED LUMBER PROVIDE DIELECTRIC CONTRACTOR .4.ALLN DETAILS ON THESE
RA BIN THE NGS ARE ENGINES CONTRACTOR AND RED BASED 1 x 3: SNAP SECTIONS 1"x 3"x 0.045" l Ew DATE / ) RO 1
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ' &
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. RO 2
USING#12 SPACING MAY BE 24"ON CENTER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA "
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 2 x 3 Snap: 2"x 3"x 0.050" - RO 3
LICENSED P.E.IN ACCORDANCE WITH STANDARDI
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 RO 4
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SELF MATING SMB
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: ) PROJECT ADDRESS:
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"
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" JOHN SCHAFSTALL
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" MAJESTIC OAKS
TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 7 SMB:---------------------- 2 x 7"x 0.057"x 0.120" 39520 CHARIOT LANE
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED
ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"X 0.224" ZEPHYRHILLS, FL
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" � COMPLY 'ITAI L C NTRACTO R:
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"X 10 X 0.092"x 0.374" IG COPS LOP IDA PUIL GI
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
TAPCON,REDHEAD,DYNABOLT, APPROVED EQUAL. CODE,NA1IONAL ELECTRIC CODE AND
ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY.
4.
3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 CITY OF Z PI-I Y g1ii LS i1V F F SUN STATE ALUMINUM, INC.
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
NOTES