HomeMy WebLinkAbout14-15241 ` CITY OF ZEPHYRHILLS �`
' ' — ' S335-8TH STREET •'a
' �sis)�so-oozo 15241
BUILDING PERMIT �''�
PERMIT INFORMATION LOCATION INFORMATION `
Permit Number: 15241 Address: 39724 COG HILL LP LT 158
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL �Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: � MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0030-00000-1460
Improv. Cost: 25,600.00 OWNER INFORMATION
Date Issued: Name: NHC FL115 LLC (SCHAFFER, DEBORAH
Total Fees: 367.50 Address: 6991 E CAMELBACK�RD STE B 310
Amount Paid: 3ic7��° SCOTTSDALE AZ 85251
Date Paid: ���I Phone: (610)405-8451
Work Desc: ROOM ADDITION & UTILITY RM W/CONCRETE 350 SQ
CONTRACTOR S � APPLICATION FEES
SUN STATE ALUMINUM INC BUILDING FEE 247.50 ELECTRICAL FEE , 60.00
JAMES O MORTON ELECTRIC CO.,INC. MECHANICAL FEE 60.00
BAHR'S PROPANE GAS&A/C,INC.
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILI G
FOOTER BOND DUCTS INSULATED SEWER MISC. �
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site fi� plans not at job site g)work not accessible.
� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
� '.
FORMS
FLORIDA BUILDING CODE,ENERGY CONSERVATI�ON
FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES
Scope:Compliance with Section 402 of the Rorida Building Code,fnergy Conservation,shall be demonstratetl by the use of Form 402 for single-and multiple-Tamily residences oi three
stories or less in height,additions to existing residential buildings,renovations to existing residential buildings,new heafing cooling and water heating systems in ex'isCin9 buildings,as
applicable.To comply,a building must,meet or exceed all of the energy efficiency requirements on Table 402A and all applicable mandatory requirements summarized in Table 4028 of this
torm.Ii a bmlding does not comply with this method or Alternate Form 402,it may still comply under Section 405 oi the florida Building Code,Energy Conservaiion.
PROJECT NAME: SG�G�TL� BUILDER: �j -r'Q-�{ �` �.µ� �,�,�
ANDADDRESS: �jq'j2H Go9 I"�<<< Loo� pERMITTING ( �
Z h rh;lfs F(. OFFICE: �( � �Q �l {• I S
OWNER: �i O�•- (�e. C�FF�( PERMIT NO.: 'Sz j � J RISDICTION NO.: ����p(�j�
� Generallnstruetions:
1.New construction which incorporates any oi the following features cannot comply using this method:glass areas in excess oi 20 pe�cent oi conditioned iloor area,electric resistance
heat and air handlers located in attics.Addilions<_600 sq.ft.,renovations and equipment�hangeouts may comply 6y this method with exseptions given.
2.RII in all the applicabie spaces of the"To Be Installed"column on Table 402A with the iniormation 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 hox to indicate your intent to comply with ali applicable items.
5.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or ownets agent must also sign and date the form.
Please Print CK
1. New construction,addition,or existing building 1, � lpw
2. Single-family detached or multiple-family attached 2 Sj�'l e,
3. If multiple-family-No,of units covered by this submission 3. -
4. Is this a worst case?(yes/no) q, �J D
5. Conditioned floor area(sq.ft.) 5, a 7$
6. Glass type and area: /- �.
a.U-factor 6 a. •�P�
b.SHGC 6b. ��
c.Glass area 6C. �.°I sq.ft.
7. Percentage of giass to floor area 7, a b %
8. Fioor type,area or perimeter,and insulation:
a.Slab-on-grade(R-value) 8a.R= lin.ft.
b.Wood,raised(R-value) _ 8b.R=�� a�A 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) 8e.R c sq.ft.
9. Wall type,area and insulation:
a.Exterior. 1. Masonry(Insulation R-value) 9a-1. R= sq.ft.
2. Wood frame(Insulation R-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= 1�'i �D 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=�� �7 R sq.ft.
11. Air distribution system:Duct insulation,location,Qn
a.Duct location,insulation 11 a. R- �_
b.AHiJ location ii b. U�-�-"F5�c{e
c.Qn,Test report attached(<0.03;yes/no) 11 c.Test report attached? Yes No
12. Cooling system:
��,pe 12a.Type: C2+,-'f�"ti-�
b.Efficiency 12b.SEER/EER: � 3
'13. Heatingsystem: i3a.Type: �'-}�c.�' ��ct�+,��
a.Type 13b.HSPF/COP/AFUE: 7-�
b.Efficiency
14. HVAC sizing calculation:attached 14. Yes ol�
15. Hot water system: .
a.Type 15a.Type: P�P[�+►^�G
b.Ef6ciency 15b.EF• 2.
�I hereby certity that the plans and specitications covered by the calculatlon are in compliance vaith the Florida Review of plans and specifications covered hy this calcuiation indicates compliance with the Florida
Energy Code. Energy Code.Before construction is o (ted Rhi�xiill be inspected tor compliance in
accordance with Seciion 553.06��.� l
PREPAHEDBY: �'� DATE: o�tS��� �/
COOE OFPICIAL: X�
I hereby cediry that is Iding fsln c 'ance vith the Florida Energy Code: i/� �� ✓ `���, J-7 F)
OWNER AGENT: DATE:r f DATE: ( J� , /� (
C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION ,
a��-7ao-oozo Gi�ry o1'��pnyrni�is r�r�►�,LhN��«�n����� .
Building DopartmenL•
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Y SULip1V1510N [0137AINED f-ROM PROPGRTYTAX NOTICC)
• � ADD/ALT ]�] SIGN 0 MOVE [� DGMOLISI-I .
iNORIt PROPOSGD ' NCW CONSTR ❑ ���AIR .
�: INSTALL • • . OT!-(CR
PROPOSGD USC' � ' � pLOCit � COMM CI OTI-IER
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AMP SCRVICC PROGRGSS GN�RGY •
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SPCCIAL.TY � OTHER �
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1=1NISI-IED FLOOR�LGVATIONS. FLOOD ZONCAREA [�YGS ���
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SIGNATURC
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Adclress : ��L y j__ • •
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CLCCTRICLAN C\ � O A � ` [�EGISTGRL-� ' �Y/ N FGG CURRCNT Y/N
SIGNATURG '
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SIGNATURL- . .,.._/ r
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RCStD�NTIAL Atfach(2)f�ot'f'lans;(2)s�[s oi I3uil�inc�Plans;('1)sel of Gnerc�y 1=orms;R-o-�1 Permltfor new construcHon,
Mlnimum ten(10)worl<ing days after suUmillal dale. Required onsito,Co�struc[ion Plans;StormwaLor Plans w!Silt f'ence installed,
Sanitary f=acilitles&1 dumpsier;5ite Worlc Permii•for suUdivisionsllarge projecls
COMMCRGIAC Attacli(3)complete sets of Buildinc�Plans plus a Life Safety Pag�;(1)sel of Gnerc�y.'1=orm S or�mwat r nl ns�wl Slll'I=�n�o(nstalled,
Minimum[en(10)worlcing days after submittal date. R�quired onsife,Construction Plans,
Sanitary 1=acilifiies&1 dumpster.Silo Worlc P�rmft�Cor all new nrojec[s.All commercial requiramenls musL meel compliance
' SIGN PCRMIT Att�ROPERTY SURVEY r hu'tred(or all NEW constructlon. � �
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DirecEions: . • '
F(11 ouCapplicalion completely. , •
Owner&ConG'actor sic�n bacic of application,notarizod
If over�2500,a Notice ot Commencemenfi is requir�cl. (AlC upc�rades over:G5000?
** AgenL(for the contractor)or I'ow�r of P:Ltorney(for U�o owner)would b�someone wit11 notarized Ietter�From owner autliorizing same
•OVGR TI-IC COUNTCR P�RMITTING (f-'ront of Application Only) .
Reraofs ' Sowors Sorvic�Upgrades A/C 1=ences(PlollSuiveyll=ootage)
p►•iveways-Nol over Counter ifi on public roadways.:needs ROW
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ���,�,{r��
Date Received: �— 2'�/�(�
Site: c..�� 7 2� � �j��/
Permit Type: 3�0 S� • Q ��l-��Jv�, �{,�l/ ,(°yn
-� � �
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
.
This comment sheet shall be kept with the permit and/or plans.
�`�ia�°,�v;,, � , APR� 3 0 7_Q14
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
�--� Page No. of Pages
, � _ .. C�C41�t��Ct
� SUN STATE ALUMINUM, INC. �
� 6154 Fort King Rd.
ZEPHYRHIL:LS, FL 33542 .
(813) 788-7308 -
PHONE � 1 �� I DAT �� ��� � �
„�.lJ MITTF�D�TO . � �,^� �i�j /f �� �-
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JOB NAME
STREEf �
CITY,SFATE and ZIP CODE JOB LOCATION
� � JOB PHONE
ARCHITECT DATE OF PLANS
We hereby su mit specfiications and estimate,S,for;----
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, ��e �It hereb t mater' and labor—co te in a cordance with above specifications, for the sum of:
� dollars($ � t � �•
Payment to be made as fo ows:
All unpaid balences subJect to�1.5%monthly interest fee. •---`"�^�-—~�
All material is guaranteed to be as specified.All work to be compieted in a workmanlike Authorized �/"`�- `� --'—"�-
manner according to standarcl practices.Any alteratfon or deviation from above specifications Si nat f - - ,
involving extra costs will be executed onty upon wririen orders,and will become an extra
9 "
charge over and above the estimate. All agreemenLS contingent upon strikes, accldents , is pfOpoSal nt8y be
or delays beyond our control.Owner to carry fire,tomado and other necessary insurance. W�thdrawn by us if not accepted within days.
Our workers are fully covered by Workman's�Compensation Insurance.
,�LCCe�I�YCCP Df �Cl�OT�L��C}—The above prices,specifications �,,�`�'~ �eAn
E�`�/i� 'V" r 1/
and conditions are satisfactory�and are hereby accepted. You are authorized Signatur .
to do the work as specified. Payment will be made as outlined above.
tance: Signature ���'`^"""� _
Date of Accep
6�I�SCO P�RARti'SEt�1+tCE � C"L✓� ff� Z���E�
(813)786-5�t4 �•�
� FAX i' 'e-7 ' � . . '
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2014066081
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Rcpt:1898528 Rse: 10.00
DS: 0.00 IT: 0.00
• 04�2�/14 D. Bonllla, Dply Clerk
NOTICE OF COMIV�NCEMENT
PRULR 5.0'NEIL,Ph.D.PH5C0 CLEtiK L COMPTROLLEN .
PcrmitNo. 040RgBK �OGa'T FGo 21`�2
PropertyIdentificationNo. e2-y-�2G—ei/— QGLl�I'�� ���Ov
THE UNDERSIGNEU hereby give informs you that the improvement will be made t�certaia real property,and in accordance with
Sec6on T 13.13 of the Florida Statutes,the followiag information is provided in this NOTICE OF COMMENCENtENi'.
1.DescripHoa of Property(legal descriptioa:) � /3� ��. LC, ,�
e�S�t Ada��s: 3 y�a� o�
2.Geaesal description of improvmm�+*us; .
a-� �r d �- r��
3.Owner Information � / _/�� �/�� ' // ,
a)Name and address: �6C-E7J f Gi`(.¢�`�sw c�pToL �K,/� /� e�l ��
, b)Name aad addtess of fee sunple titlehoIder(if other than ocvner)
c)Intaest ia property
4.Conhactor Tnfom�ation �
a�rr�e�a saan�: .1'c�.,c J�e,./- ..4��, . Zic . G/s3� F� �t,y 2� s.�/�i{—�
� b)Telephone No.: Fax No.(Opt) � �
S.Surery Infocmadon �
e)Name and address: •
b)Amoimt bf Bond:'
c)Telephone No.: Fax No.(Op�)
6.Lender '
a)Name and address: '
. Phona No.
7.Identity of person within the State of Florida designated by owner upoa whom notices or other documents may be served:
a)Name and address: '
b)Telepfione No.: Fax No.(Opt,) �
8.In addition to himself,owner designates the following person to receivo a copy of the Lienor's Notice as provided in Sectian
713.13(1)(b);Florida Statutes: • �
a)Namc and address: � • •
. b)Telephone No.: FaxNo.(Opt) �
9.Expiration date of Notice of Co�encement(tha expaadon date is one year fromthe date of zecordiag unless a difftront date is
speeified): � � �
WARNING TO OWNEIt: ANiY PAYMENT5 MADE BY T�OWNER AF1'ER TSE EXPIRATION OF THE NOTICE OF
� COMMENCENIENT ARE CONSIDERED IlVIPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,
FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYIIVG TWiCE FOR IIIZPROVEMENI'S TO YOUR PROPERTY.
A 1�IOTICE OF COMMENCEMEIVT MUST BE RECORDED AND POSTED ON THE JOB STTE BEFORE'i'HE kTRST
� INSPECTION. IF�YOU INTEND TO OBTA,II�1 l<�TANCING,CONSULT YOUR LEPIDER OR AN ATTORNEY BEFORE
COMM�NCING WORK OR RECORDING YOUR NUTICE OF COMDSENCEMENT.
, STATE OPFLO a°��STACIE LYNN HARTWIG �/ '
COUK[Y OF PAS �'� MY COMMISSION aRFF084887 "F � �
. ',Za;;a� EXPIRES October 21,2017 Sign 1iu�e o�,f�O,,wn`a�Owna's Arutho[�t_ rofficc1Ditectodpuma/Manager
(aoi�asa�otsa F1w�daNa rvlee.com �i�1.U'�/' � V C/(G�Y�� .
�
, � Print Name
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Th or goin,�ins ent aclatowledged beforo me this`�day of .20/J°�by� � �
� �C ¢r as DGr,fQ i^ (typo of authority,e.g.officer,trustee,etoomey
. in fact)for s (name-of pazty on behalf of whom inst[ument wes executed).
� Personaily Known_OR Pmduced Idenrification,� Notary Signa � dz� J�4/L!{�✓G,
� TypeofIdc�dificationProduced� • Neme(print) ��E I��1 . �L1^�! .
6 b
� Verification pi¢suant to'Section 92.525,Florida S�L�s.Under penalties of pefiay,I declaze tbat I have read ffie foregomg and that
the facts stetcd ia it st,e mu m the best of my latowledge and belief.
.
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-oRM9MOC,rvw2oo7 . Sip�aNre ofN�Wral Pason Signing Above, ,
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, (DIRECTLYTOSUBSTRATE) "
FL4NGE FRAME. � �
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� � (DIRECTLY 70 SUBSTRATE) � HEAD INSTALLATION
(USING�X BUCKSTRIP)
SU T �
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' ANCHORS ANCHORS
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. FIANGE FRAME. :a'��;'�,�GENSF '• 'P
JAMB INSTALLATION Q'� '•.'Jz �
� SHIM (USING 1X BUCKSTRIP)_ �t� No.58705
SHIM _ ' �;
BST TE 1X - � -j��: �
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FLANGE FRAME, � ' STA E�F
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� 51LL INSTALLATION J�R�SOWSK�I OBf08111 ALUMINUM 6063-T6 �r,�����
(DIRECTLYTO SUBSTRATE) FLANGE FRAME. .wr�ina+xna���¢sm�"
INSTAUATION NOTES: � SILL INSTALLATION � �0°��� �
(USING�X BUCKSTRIPJ � °mv� •
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING RE�UIREMENTS. �mo iECriNO�o�Y oaivE
. 2)GLASS SHOWN AS El(AMPLE MAY VARY 6Y SERIES AND DESIGN PRESSURE RE�UIREMENTS. NOKaM15,FLSa275 "'"' �
3)FORSMOOTHSASHOPERATION,THEANCHORS MUSTBEFLATHEADS. FLCERT.OFAUTH.:282se SINGLE HUNG�INSTALLATION „ •
' � 4)MAX.SHIM THICKNESS TO BE 1/4". ' q.Lynn Miller,P.E. s'a°"4'°°r ' b°�" st'°'e °""{°^�' Q"' �
6)FLANGE MAY 8E REMOVED TO CREATE EOUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P,E,i158705 SH-200&200PT NTS 2 of 3 1032411JR
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(`' -i :: Product Approval
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Product Aooroval Menu>Produd or Aoolication Search>Apolication List>Application Detail ' '
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��,���:�^�� FL# FL239-R17 '
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����'�r`a .�;;�E��� Code Versian 2010
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Application Status - Approved
*Approved by DCA.Approvals by DCA shall be reviewed and
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Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowskf@pgtindustries.com
� - Technical Representative Jens Rosowskl
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Wfndows
Subcategory Singie Hung
Compliance Method Certification Mark or Listing
Certification Agency - Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year ,
TAS 201, 202,203 1994
TAS 202 1994
Equivalence of Product Standards
Certified By _
Product Approval Method Method 1 Option A
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Busines �?� -�-
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` FL# FL5691-R2 �
:�,��_',����� Application Type Affirmation
�����a��;,;c,._��-,-���-'� Code Version 2010
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� Comments
Archived
, Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive _
" Edgertan, OH 43517
(419)298-1740
sjasperson@tttechnologies.us
Authorized Signature Steve]asperson �
sjasperson@tttechnologles.us
Technlcal Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Exterior poors �
Subcategory Swinging Exterior poor Assemblies
Compliance Method Evaluatfon Report from a Florida Registered Architect
or a Licensed Florida Professional Engineer
Evaluation Report-Hardcopy Received
, Florida Engineer or Architect Name who developed the Wendell W. Haney
Evaluation Report
Florida Llcense PE-54158
Quality Assurance Entity National Accreditatlon and Management Institute
Quality Assurance Contract Expiretion Date 12/31/2012
Validated By L.F. Schmldt, P.E.
Validation Checklist-Hardcopy Received
Certlficate of Independence FL5891 R2 COI CERT OF INDEPENDENCE.Ddf
Referenced Standard and Year(of Standard) Standard Year
Accepted Engfneerfng Practice 2007
SSTD 12 1999
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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� o� _ _ °� g /7X BUCK INSTALLAT10N � o c� - SEE NOTE 1 - 8 "J , I,
• 9 W/1 X BUCK INSiALLATION �Zo `r a TYP; HEAD k JAMBS �o I
. � TfP. HEAD dc JAMBS SEE NOTE 1
_ SEE NOTE 1 `. _ _ _ ^ �
• SEE NOTE i �� ¢N • SEE NOTE 1 4 0
SEE � �v SEE N07E 1 in �,_
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W/2X BUC.K 2
INSTALLATION '
1. 1/4"ff W concrete screws anchoring frame and/or sill require a mrnimum 2-1/7'clearance to � 0 v>
masonry edges,a 1-1/4"minimum embedment and a minimum 3"clearance to adjacent _ p
' B W/1X BUCK �� �
°' concrefe screws. SubsiifuHon of equal concrete screws from a different supplier may have INSTALLATION
q d/ferent edge distance and centerdfstance requlrements. Concrete screw locafions at fhe � SEE NOTE 2 p �
mcomers,and,at mullion tocations,may be adjusted to maintain ihe minimum edge distance to
3� matarjoinh.If concrete screw locaflons noted as"MAX.ON CEN7ER"must be adusted to �
, o mainiain the minimum edge distonce fo morfarjoints,addifional concrefe screws may be
' required to ensure ihe moximum on centerdimension is not exceeded. DETAIL "'6" DETAIL "2" ?
N
� 2. 3/16"RW concrete screws anchoring frame and/or s11 require a minimum 2-5/8"clearance fo ,,., i
m masonry edges,a 1-1/4"minimum embedment and a minimum 2-I/4"ciearance to adjacent W�2X BUCK 2 a �
concrete screws unless ofhenvise noted by concrete screw manufacfurer. INSTALLATION B � m
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3. 7he sidelite is direct set into the jamb with(12J#8 x7'pfh.wood screws.There are(4J at each W��X BUCK �2 � z �
� vertica(jamb,from fhe top down at 13.5',31';48.5'&66".There are(2J at fhe header at 4"from �NSTALLATION 1 � C n��; 2 2� �2 Z
- ihe ouhrde corners of the frame..ihere are(2)at the si1G 4"from the outside comers. SEE NOTE 1 s� N.T.S. °
� . 9
vxc.a�': JK m
4• For optiona!sidelite consiruction with staples,sidelife is direct set into the jamb with(4J�/6"X 1 1 cNK ar: LFS 3
„ : 1?/4"16 ga.stap(es along each jamb(6"from ends and equally spaced fhereaffer). � • � orU+nNC iro.: �
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produR Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail �
- 6.=�>-�^�n..m�e�+�.-�raa . � .
���sa�'�r�:,� �s.sY�3 FL# FL697-R3
s�:- _ <:,�;�,�.:-
it�`�':�F,-�� Application Type Revision
?'��-��- + ,:�4�,�'-�^,' Code Version 2010.
�..:�.'j:'s F"'m��?�`�
Application Status Approved
Comments ,.
Archived �
Product Manufacturer Amarr Garage Doors
Address/Phone/Email 165 Carriage Court
- Winston-Salem, NC 27105 ,
(336) 251-1309
danny.joyner@amarr.com
Authorized Signature Brandon Gentle ,
brandon.gentle@amarr.com
Technical Representative Brandon Gentle
Address/Phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336)251-1308
brandon.gentle@amarr.com
. quality Assurance Representative Danny]oyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
djoyner@amarr.com
Category Exterior poors
Subcategory Sectional Exterior poorqssembl(es
' Compliance Method Evaluatfon Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
' Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who Thomas L. Shelmerdine
� developed the Evaluation Report �
Florida License PE-0048579 -
Quality Assurance Entity • Intertek Testing Services NA Inc.-ETL/Warnock Hersey
Quality Assurance Contrect Expiretion Date 01/01/2015
Validated 8y Steven M. Urich, PE
�' Validatfon Checklist-Hardcopy Received
Certificate of Independence FL697 R3 COI Statement of Indeoendence revised.odf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
TAS-201 1994
' � • TAS-Z02 1994
• TAS-203 1994
http://floridabuilding.org/pr/pr_app_dtl.as�px?param=wGEVXQwtDqt 1 BIzdQeYmrRgn 13... 4/26/2012
EACH PICKET ATTACHED TO BOTTOM STANDARD COMMERCIAL ALUMINUM RAIL
CHANNEL W/ (2) #10 x 3/4" ATTACHED AT EACH PICKET W/
CORROSION RESISTANT SCREWS (2) #10x3/4" CORROSION RESISTANT SCREWS
PICKET SIZE AND SPACING SHALL NOT ALLOW
PASSAGE OF A SPHERE 4" IN DIAMETER
PER FBC R312.2
' O.C. MAX j 7
I ir .
BOTTOM CHANNEL TO POSTS W/ II\ II
1 1/2"x1 1/2" x3/16" ANGLE II
W/ (2) EA FLANGE #10x3/4" TEKS I
}N
1
A
1 1/2"W x 1" H BOTTOM CHANNEL
2"x2" ALUM POST FASTEN TO SLAB W/ POST BASE
CONNECTION DETAILS
7/8" I RAISED SLAB HANDRAIL
DETAIL
SEE RAMP SECTION, BELOW
FOR STAIR DIMENSIONS JJL _ J __ �
e
OO O PLAN J\( RAMP
N2" ALUM TUBING
NOTE: 3' x 3' LANDING SHALL BE
PROVIDED FOR ENTRY INTO CLOSED STRUCTURES
PER FBC 07 R 311.5.4.1
NOTE: ALUMINUM STRUCTURAL RAILINGS OR
318" DIA SLEEVE ANCHOR OTHER COMMERCIAL MANUFACTURED RAILING 4-0, -8'
3 MIN EMBEDMENT THAT MEET FLORIDA BUILDING CODE REQUIREMENTS
AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER
MAY BE SUBSTITUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN.STAIRS AND RNUNGS SHALL 9E CONSTRUCTED IN COMPLIANCE WITH #5 12" OC, EW, TYP.
FLORIDA BUILDING CODE 2010 SECTIONS R311 AND R312
AND SECTION R317.4 FOR WOODPLASTIC COMPOSITE RAILING. ..
• 'd .,.. ;.• .. .Y. .� 4 :�: •a a •. '". tom.. :L
, `• SECTION ELEVATION ". .} .-�•
y r POST TO SLAB CONNECTION
S CTION THRU RAMP
DETAIL A - f
FBC PLANS & CONTRACTOR: .T0B DESCRIPTION:
ENGINEERING SERVICE, INC. SUNSTATE ALUMINUM CARPORT, ROOM. UTIL RM., GOLF CART SHED HANDRAIL DETAILS - RISK CATEGORY 1 140 Vult
38351 COUNTY RD. 54
110 ASD
ZEPHYRHILLS, FL. 33542 NAME/ADDRESS: n �/ I HEREBY CERTIFY THAT I HAVE REVIEWED THIS EXP. B
1-866-824-7894 DEBORAH & BILL SCHAFFER [l J b (, 1 AND FOUND IT TO BE IN COMPLIANCE WITH 04/16/14
TOLL FREE & FAX LICENSE = LOT 158 - MAJESTIC OAKS ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010
ZEPHYRHILLS, FL. THOMAS HANSON PE #38654 DAVID W. SMITH PE #56O8 PG. 1 OF 1
ASD 110 MPH AlLOWABLE SPANS for CARRIER BEMIS, RIDGE, & MW-SPAN BEAMS TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES
EW' - B BEAM SIZE POST SIZE FASTENERS 017 KSI
POST EXTRUSION SUPPORTING SOLID ROOFS IN ENCLOSED BOONS S.M.B. DEPTI S.M.B. WEB TUBE WALL CORROSIONCORROSIOFURESISTANT. UPLIFT
17.9 PSF DI4IGN LOAD on SOLID ROOF PANELS "H" WALL 'T' "N" SIZE. CAPACITY
BODE T5 4" .045" .06' (2) 3/8" BOLTS NUTS WASHERS 1720 LBS
8081 T6 TRIMARY LOAD _IDTH / BEAR[ SPACING 5' .050" 06" (2) 3T8" BOLTS, NUTS, WASHERS 2.550 LBS
TED). LOAD B'-D" 8'-0' 10'-0" 12'-0" 14'-0" 16'-0' 16'-0" 20'-0" 22'-0' 6" .050" .06" (3) 3/8" BOLTS NUTS WASHERS 2,550 LBS
7 .055" .06" (3) 3/8 BOLTS, NUTS. WASHERS 3,500 LBS
2x4x0.046" SUB r-4' e'-s• 5'-s' 5'-Y 4'-10' 4'-a• 4'-3' 4'-u' 3'-10' 7" .055" .09" 3 3/8" BOLTS. NUTS, WASHERS 3.600 LBS
7" .055 .125' 3 3 B BOLTS, NUTS. WASHERS 4,500 LBS
2x5x0.O50' SUB 9-3' g_0- r_2- e'-7' W-1' y_e• y_4- y_1- 4.-in" 8' .072 .06" 4 3/8" BOLTS, NUTS WASHERS 5.500 LBS
10'-s' s'-o e'-1- Y-4' e•-1o' e'— USE ' 8" .072 .09" 4 318" BOLTS NUTS, WASHERS 7.000 LBS
2xexO.05D" SUB 4 6'-0' 5-9' r-y .072 .125" A4)
3 8 BOLTS NUTS WASHERS 7000 LBS
2x7x0.055' SUB n'-9• 10—z' 9'—t' 9'-4• 7-r 7—Y a-1o' er—a' a'—Y g" .072 .06" 3/a" BOLTS. NUTS. WASHERS 7000 LBS
Th
g' .072 .09" 3 8" BOLTS NUTS. WASHERS 8 900 LBS
USE 2x8x0.072'5M8 2D-4• 1r-r 1e-e^ t4-s• 13-4' 1x-y' tt•-9' 11'-r 1AY—r 082 .125' (4) 3/8" BOLTS NUTS WASHERS 9.500
LBS
.092 .125" (4) 3 8" BOLTS, NUTS WASHERS 1 zx9x0.072' SMB 2e'-9• 22-4" t9-t1' re-3• to-t0' 1e'-e' u'-to" 14-1' 13' 3" NOTE: OTHER BOLT SIZES AND QUANTI11E5 MAY BE USED PER
2x10x0.092' SMB Y! 30'-3' 2e•-2' 23'-s' 21'-5' 79'-lo' 79-e' ,r-a• te-r 1s'-to' SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
(2) 2x9x0.072" SMB 35'-4• 37'-7` 25'-3' 25'-9" 23'-10' 22-4' 21'-0• 19•-11' 19'-0'
(2) 2x10x0.092" SUE 41'-4 31-1" 33'-2' 30-3" 28'-O" 2d-Y 24_5 2T-5' 2x-4'
3"x4' COMPOSITECOMPOSITE POSITE ROOF P uELS FL 2291 OR IJN EO
FASTEN .
W/1-1/2- -DLA FENDER WASHER
(5) PER PANEL 0 ALL.BEAMS
POINT OF
ATFACHMENT OR
ROOF PAN OR SUPPORT BEAM
COMPOSITE PANEL SPANS CONNECTION W/ [N) 2-X—" SMB
THRU BOLTS, AS S do NUTS SIZE PER SITE
PER TABLE ABOVE SPECIFIC DRAWING
12'-5 MAX ALUMINUM COLUMN LOCATED PER PLAN
3'x12„x.024" ALUM PANS
13'-9" MAX
3x12"x.032' ALUM PANS ROOF, POST & BEAM CONNECTION DETAIL
16'-6" MAX
= 3"x12"x.28 GA GALV. STEEL PANS
0
14'-2" USE
3"x4'x.024" COMPOSITE PANELS
0 16'-5"
0. 3'x.4'x.032" COMPOSITE PANELS
6'-9'
4"x4'x.024" COMPOSITE PANELS
18'-1"
4"x.4'x.032' COMPOSITE PANELS 3"X3" ALUM. POSTS
MIN. SLOPE FOR PANS = 1/2" PER FT.
MIN. SLOPE FOR PANELS = 1/4" PER FT. TT
MAX. SLOPE FOR BOTH = 3" PER FT. 11 GA INTERNAL ALUM BASE
2500 PSI MIN. PREDRILL VERT FLANGES
CONCETE (2) 3/8" THRU BOLTS
�!',ja ;.*w' ` . .w .. . "~ ..
(6) 1/4" DIA. TAPCONS/WASHERS & NUTS 2" MIN
IMBEDMENT. CORROSION RESISTANT
OR (4) 1/4" CONCRETE SCREW (INTERNAL)
POST TO CONCRETE CONNECTION
FBC PLANS & CONTRACTOR: JOB DESCRIPTION: � WOOD & ALUMN. DET'S - RISK CATEGORY Ii 140 ult
ENGINEERING SERVICE, INC. SUNSTATE ALUMINUM CARPORT, ROOM,.UTIL. RM., GOLF CART SHED 110 asd
6272 ABBOTT STATION DRIVE UNIT 101 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
ZEPHYRHILLS, FL 33542 NAME/ADDRESS:
1-866-824-7894 DEBORAH & BILL SCHAFFER Y 7 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH 3/18/14
TOLL FREE & FAX LICENSE #: LOT 158 - MAJESTIC OAKS THOMAS L. HANSON PE #38654 DAVID W. SMITH PE #51608 ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010
L. PG. 3 OF 3
ZEPHYRHILLS, F
OPTIONAL GARAGE DOOR SEE HEADER SPAN TABLE
OPENER 2x STUDS O.C.
FASTEN TO DBL TOPPLATE ALUM PAN OR COMPOSITE PANEL ROOF
DOOR TRACKS TO HANGERS W/
1/4" DIA xl" BOLTS, NUTS & WASHERS 2x STUDS ® 16" O.C.
DBL 2x 7
TOP PLAT
ti ti
ATTACH DOOR TRACK TO 2X
SMB PER SITE SPECIFIC PLAN
DBL. 2X WOOD
PER CHART
HEADER W/j" OSB,
2X4 SYP JAMB. ATTACH
BRACKET W/(3) jj"X1j" WOOD
LAG SCREW
SIMPSON MST 24
OR EQUIV. AT THIS
LOCATION
ALL GARAGE DOOR HARDWARE TO BE
INSTALLED PER MFGRS SPECIFICATIONS
1/2" CDX OR OSB
STRUCTURAL SHEATHING
FASTEN PER NOTE
ATTACH TRACK BRACKET TO 2X4 SYP
JAMB W/(1) 1j"X1j" WOOD LAG SCREW
PER BRACKET
GRADE
OVERHEAD DOOR FRAMING
"ø WEDGE ANCHORS W/STANDARD
WASHERS, 12" FROM CORNERS, 6" FROM
OPENINGS AND 24" O.C.
WALL PANELS (PLYWOOD) NAILING NOTE: w/4" MIN. EMBEDMENT P.
NAIL 8d NAILS 6" O.C. 0 EDGES & 12" O.C. SIMPSON DSP OR EQUIV.
IN FIELD. ROWS OF NAILS SHALL BE ;" MIN. AT EACH SIDE OF OPENINGS
FROM PANEL EDGES. PLYWOOD SHEATHING APPLIED PER MFGRS SPECS
SHALL OVERLAP BOTH TOP & BOTTOM PLATES.
ALL FASTENERS NAILED PER MFG.'S
SPECIFICATIONS.
FBC PLANS & CONTRACTOR: JOB DESCRIPTION: WOOD & ALUMN. DET'S - RISK CATEGORY II 140 ult
ENGINEERING SERVICE, INC. SUNSTATE ALUMINUM CARPORT, ROOM, UTIL. RM., GOLF CART SHED 110 asd
38351 COUNTY RD. 54 NAME/ADDRESS: I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
ZEPHYRHILLS, FL. 33542 DEBORAH & BILL SCHAFFER L PLAN AND FOUND IT TO BE IN COMPLIANCE WITH 04/16/14
1--666-824-7894 LOT 158 - MAJESTIC OAKS
TOLL FREE & FAX LICENSE #: ZEPHYRHILLS, FL. THOMAS L HANSON PE #38654 DAVID W. SMITH PE #53608 ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010 PG. 2 OF 3
JOIST SPAN W GIRDER SPAN S FREESTANDING.DECK - DO NOT
) ) ATTACH JOISTS TO EXISTING HOME
PT 2x6 9' MAX (2) PT 2X6 8' MAX DECK MAY BE CONSTRUCTED WITH FASTEN FLOOR JOISTS TO
PERIMETER JOISTS
PT 2x8 12'' MAX (2) PT 2X8 10' MAX GIRDERS RUNNING PARALLEL OR
W/SIMPSON LUS HANGERS
PT 2x10 14' MAX 2 PTT- 2X 10 12' MAX PERPENDICULAR TO EXISTING HOME OR EQUIV
TYPICAL FLOOR JOIST/GIRDER LAYOUT
TERMITE SHIELD��
CONCRETE BLOCK EX. CONC. SLAB
PIERS. TYP.
8' MAX. ANCHOR FOR CONCRETE SLAB
i12" WEDGE ANCHOR ® EA. PIER
DOUBLE 2X10 PERIMETER BEAM 3 EMBEDMENT INTO SLAB
HOST SECURING GIRDERS
W/ ASTM#123-89A STRAP OR EQUIV
RATED 3000# UPLIFT
BLOCK PIERS
PT 2"X10" FLOOR JOISTS 016" O.C. FASTENED TO
PT 2-2"X1O" PERIMETER BEAMS W/SIMPSON LUS-210
OR EQUIVALENT, BOTH ENDS
OR
(FOR RM. ADDIT ONS)SGLLUEOAND Q
______________ I _______________ _______
NAIL TO JOISTS W/8d GALV.
NAILS 6" O.C. 0 EDGES, 12" O.C. GOLF CART
IN FIELD v SHED I-
o r a EX. CONC.
PT 2"x6" LEDGER FASTENED TO a _E x
GOLF CART SHED W/ 1/4"x 5" GALV. LAGS____ ___________ [_] [ r- 0 16" O.C. MIN. 2 ROWS STAGGERED
DOUBLE 2X10 PERIMETER BEAM 0
io co to
FLOORING DETAIL ® UTILITY ROOM ® CO , 1
m r.
o w MASONRY PIERS
8' MAX. o a EX. PARK MODEL 4°
DOUBLE 2X10 PERIMETER BEAM rn 1O
HOST F 1 a I
a- co ao n
PT 2"X10" FLOORH JOISTS 016" O.C. FASTENED TO CO c"
PT 2-2"X10" PERIMETER BEAMS W/SIMPSON LUS-210 N --------------
OR EQUIVALENT, BOTH ENDS
1'-O" 12'-0" O
2-2x6 PT GIRDERS
14'-O"
" T & G PLYWOOD SUBFLOOR ROOM ADDITION
(FOR RM. ADDITIONS) GLUE AND in
NAIL TO JOISTS W/8d GALV.
CARPORT
NAILS 6" O.C. 0 EDGES, 12" O.C. EX. CONC. EX.
IN FIELD
14'-0" - 13'-8"
FLOORING DETAIL *.-ROOM ADDITION
FLOOR FRAMING PLAN -
sCh E: f/B"-
FBC PLANS & CONTRACTOR:. JOB DESCRIPTION: RISK CATEGORY If 140 ult SERVICE, INC. SUNSTATE ALUMINUM CARPORT,. ROOM, UTIL. RM., GOLF CART SHED
38351 COUNTY RD. 54 NAME/ADDRESS: 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS 110 asd
2EPHYRHILLS, FL. 33542 DEBORAH & BILL SCRAPPER
1-866-824-7894 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH 04/16/14
LOT 158 — MAJESTIC OAKS
TOLL FREE & FAX LICENSE #: ZEPHYRHILLS, FL. THOMAS L HANSON PE #38654 DAVID W. SMITH PE #53608 ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010
PG. 2 OF 2
ROOF SPANS for $ATCLOSED ROOMS 25 PSF
EXISTING FOR COMPOSITE ROOF PANELS W/LESS THAN 140u]t = 11Oad EXP - B MAXDM'.SPAN 0 BEARING D ALL SIZE SPAN UDS
ROOF RECOMMENDED ALUM FLASHING / Sf
12" APPROX UNDER DRIP EDGE R19, ADDITIONAL INSULATION IS REQ'D. 3'x12"x.024" ALUM PANS 10'-0" SUPPORTING (2) 2"x4" 4'-4" 1
#8 X 1/2" CORROSION RESISTANT 3" PANELS = R-12 3"x12"x.032' ALUM PANS 1V-O" COMP. PANEL ROOF UM 2'x6" 6'-4" 4
.��ALL PURPOSE SCREW 4" PANELS = R-16 (2) 2"xs' 8'—o" 1
=-_ 5" PANELS -R-20 3"x12 x.26 GA GALV. STEEL PANS 13'-2'
(2) 2"x10" 9'-6' 2
HOST BEAM 4'x48"x.032" COMPOSITE PANELS
6" PANELS = R-24 3"x4'x.024" COMPOSITE PANELS 11'-2" (2) 2"x12" 11'-6" 2
3"xa'x.032" COMPOSITE PANELS 1a'-11" DBL HEADERS W/J" PLWD. SPACER, CLUED &
' j ® 4 x4'x.024' COMPOSITE PANELS 13'-2" NAILED W/1 6d NAILS 0 24" O.C. (2 ROWS
RUBBER ROLLED ROOFING 4x4'x.032" COMPOSITE PANELS 14'-3" ® STAGGERED)
I FASTEN COMP. PANELS TO TOP PLATE -
® 4' COMPOSITE ROOF PANELS
j I W/#12X51" WASHER/SEAL HD SCREWS 12 PRODUCT APPROVAL CODE c RT
12 O.C. 0 ENDS & 8" O.C. 0 RAKES.
STRUCTURAL COMPONENTS CLADDINGROOFING
FASTEN PANEL TO HEADER CHANNEL
SIMPSON SP1 P2 FL10456'VINYL SIDING FL12231 COMPOSITE PANELS F1.2291
W/#14XJ" WASHER/SEAL HD SCREWS 8" ALL CONNECTORS AND FASTENERS IN CONTACT SIMPSON H10A FL1147B RISER PANS FL1779
W/7REATED WOOD SHALL BE ZINC COATED SIMPSON DSP P1.10456 .
O.C. BOTTOM GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SPH FL10456
FASTEN REC. CHANNEL TO HOST BEAM
SIMPSON ABU ABW FL1O849
I W//"X2" LAG SCREWS 0 24" O.C., 2 ISO FOAM INSULATION = R-4 srMPsoN NST STA FL10852.
SIMPSON CS16 FL10652
I ROWS STAGGERED. STRIP SEALANT PER INCH HOST WALL FASCIA & REC. CHANNEL WALL PANELS (PLYWOOD) NAILING NOTE:
I FASTEN 2X4 TO EXIST. HOST WALL
W/ "X3" LAG SCREWS 0 12" O.C. ROLLED RUBBER OVER NAIL 8d NAILS 6" O.C. 0 EDGES & 12" O.C. IN.
COMPOSITE PANELS FIELD. ROWS OF NAILS SHALL BE I" MIN. FROM
COMPOSITE PANEL PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP
ROOF CONNECTION TO BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED
MFG. HOME HOST BEAM PER MFG.'S SPECIFICATIONS:
2X4 STUD WITH SIMPSON SP2 12
COMPOSITE PANEL OR ALUM. RISER PAN ROOF, 1/21
CLOSE INSUL. PANEL W/ALUM. END CAP 2X4 BLOCKING FOR PANEL
SPLICE WHERE WALL HT.
EXCEEDS PANEL LENGTH
2X4 CRIPPLES 0 16" O.C. DBL 2"X4" TOP PLATE (ONLY NON-TREATED
DBL 2X HDR. W/1/2" CDX WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE
IMPERVIOUS MOISTURE BARRIER)
PER TABLE
DBL. 2X HEADER W//" PLYWD. SPACER OVER
WINDOWS/DOORS. SEE HEADER TABLE
INSTALL WINDOWS PER MANUF_
SIMPSON LSTA OR EQUIV. AT INSTALLATION INSTRUCTIONS
THIS LOCATION
" CDX SHEATHING SHALL •OVERLAP BOTTOM
AND TOP PLATES, SEE NAILING NOTE
2X4 JACK, SEE TABLE
VINYL SIDING
INSTALL WINDOWS/DOORS IN 2"X4" P.T. WOOD STUDS 16" O.C.
OPENING PER MANUF. 0
INSTALLATION INSTRUCTIONS SIMPSON STUD PLATE TIES OR
2X4 P.T. BASE PLATE EQUIV. ARE REQUIRED
AT ALL STUDS
SIMPSON DSP ' W/STANDARD WASHERS, 12" FROM
OR EQUIV. ��o WEDGE ANCHORS /
CORNERS, 6" FROM OPENINGS AND 24" O,C.
W/4" MIN. EMBEDMENT & 1j" MIN. EDGE DISTANCE P. 4" 2500 PSI CONCRETE SLAB WITH 6X6 #10/10 WWM
,. ... (OR FIBERMESH) OVER 6 MIL. POLY VAPOR BARRIER
W/EDGES LAPPED 6" & SEAMS TAPED, OVER CLEAN,
FRAMING FOR OPENINGS MAINTAIN 6" BETWEEN SIDING & GRADE . N Y u COMP TED, TERMITE TREATED SOIL.
WITH HEADER
8"X12" CONC. FOOTER W/(1) #5 REBAR CONT. WA SEC .`ION ETAI LS
FBC PLANS & CONTRACTOR: JOB DESCRIPTION: WOOD & ALUMN. D 'S - RISK CATEGORY II 140 ult
ENGINEERING SERVICE, INC. SUNSTATE ALUMINUM CARPORT, ROOM, UTIL. RM., GOLF CART SHED 110 asd
6272 ABBOTT STATION.DRIVE UNIT 101 NAME/ADDRESS: �J 2 ✓� 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS
ZEPHYRHILLS, FL. 33542 DEBORAH & BILL SCHAFFER "I.' !/ PLAN AND FOUND IT TO BE IN COMPLIANCE WITH 04/16/14
1-866-824-7894 LOT 158 — MAJESTIC OAKS
TOLL FREE & FAX LICENSE #: - - ZEPHYRHILLS, FL THOMAS L HANSON PE #38654 DAVI W. SMITH PE #53608 ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010 PG. 1 OF 3
3Y2" 8'-0"
3 "
37x37 4X48"X.032 COMPOSITE PANEL ROOF, FL 2291 OR-
EQUIV. (FOR ROOM' 'ADDITION)
0 o GOLF CART
SHED y
0i
Co
ALITY
/ROOM
EX. PARK MODEL
0
3068 2668 PD EX. STEPS j II CV
. 07
GO /
O • O v /
x # ® FRONT ELEVATION
r` M SCALE 1/ - 1-V
CONC. ROOM ADDITION EX. PARK MODEL
RAMP
Co
nD z
r 2X8X.072" EDGE BEAM
a
Coo '-0" 5-10
Co
m
_ N CARPORT _
4 EX. CONC. RAMP $
0
x EX. ft CONC. 1
5'-O"
'4 ___ 'IIj
li' N I MAX.
4'_0" 3x3x.093" POST SIDE ELEVATION
SCALE: 1/5-— x-0-
13'-8" 12
EX. PARK MODEL
FLOOR- PLAN
SCALE: 1/a"- 1'-0" °o
a _______
® SMOKE DETECTOR
110 V. OUTLET REAR ELEVATION
srJi r. 1 = t-
® SUPPLY DIFFUSER
FBC PLANS & CONTRACTOR: JOB -DESCRIPTION: RISK CATEGORY II 140 ult
ENGINEERING SERVICE, INC. SUNSTATE ALUMINUM CARPORT,- ROOM, UTIL. RM., GOLF CART SHED ' - 110 asd
38351 COUNTY RD. 54 NAME/ADDRESS: I HERESY CERTIFY THAT I HAVE REVIEWED THIS
ZEPHYRHILLS, FL. 33542 DEBORAH & BILL SCHAFFER PLAN AND FOUND IT TO BE IN_ COMPLIANCE WITH 04/16/14
1--886-824-7894 LOT 158 - MAJESTIC OAKS THOMAS L. HANSON PE l38 DAVID W. SMITH PE #53608 ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010 - PG_ 1 OF 2
LTCENSE
TOLL FREE & FAX # ZEPHYRHILLS, FL.