BCP2013-01134 " City of Ciearwater
° e rwater Planning &Development Department
� 100 S. Myrtle Avenue, Suite 210
� Clearwater,FL 33756
Phone: (727) 562-4567
Fax: (727) 562-4576
Building Permit Application www.mydearwater.com
PARCEL NUMBER 0� / �R / 1 (n / C'! �l S'�/ O D / n!�
PROJECT/JOB NAME
PROJECT pROJECT ADDRESS qO� C,QhI n(�,rv� llE ZIP �
LOCATION ��� ° � o W
BUSINESS NAME PHONE c° � �N �
LEGAL DESCRIPTION OF PROPERTY VQY�i,•I-it ��,-LC.,�.t (,pt `�- W o O A
cn w
c '
PROJECT DESCRIPTION: � m O =
� . � �
v
D /�
�
�
. �
N
�
�
W
NATURE BUILDING �ELECTRIC �PLUMBING
OF WORK MECHANICAL �GAS �FIRE
(CHECK �ROOFING ❑ENGINEERING ❑LAND RESOURCES
ALL THAT ��qNDSCAPING ❑UTILITIES ❑NEAR WETLANDS
APPLI() �TRAFFIC OPERATIONS ❑CLEARING&GRUBBING ❑OTHER OFFICE ONLY
TYPE OF WORK: NEW ❑ADDITION ❑REMODEL�REPAIR ODEMOLITION�OTHER
VALUATION: $ �, J-'I� J (THIS MUST BE FILLED IN, PLEASE PRINT CLEARLY)
PROPERTY PROPERTY OWNER NAME �YQ ��i� S�Po.J(1,1--� j�'��"=--'"�"F_ �
\ �..:_:=.._J 0.
O W N E R A D D R E S S �� f�r I h l L t Y l (l� ;`-�-"-.'""`°.�
o�
(MUST HAVE p��r`���-µ-W� � 9
PHONE CITY _��an nA)C��.Q,�' STATE � ZIP ��j°j�(o S 'r--- � � � � !
NUMBER) �`�"_�'� �' ���
PHONE EMAIL '�=--_� � � �
� �) �L I
''u-�n� � �
/ i'-'S1� �. �i
NAME OF COMPANY �ho✓n1 �Gc�'{� ; ��� �`� 7�
LIC. HOLDER (��na �'NC�r�hv✓.� PHONE 813- -0� J ���P���J �u
�,
CONP RAS TOR ADDRESS ��II 3 �/p n`ftc.v.P. (� . FAX �/3 -��6 - SO'�5 �-�:--..�_,...�_�._. `
PRINT CITY �0.�X�LL STATE ��ZIP �jv'�7
CLEARLIn
STATE LICENSE # C��° /o2J��P 7l0 % PCC�B # Z-�C/,?567��
CONTRACTOR EMAIL �.�.�--I-�YYY�CL4"l (C.0 1Cy.C.�Cf��Q.Ql�l�S,C�t�YY\,
CONTACT FOR THIS PROJECT EMAII OFFICE ONLY
If FAX PERMIT,PLEASE ENTER PROPERTY ADDRESS HERE:
NAME ,,f� v�� �w1..n��.I/.�
ADDRESS 3���� C��� LCiJI� �� � �S�
ARCHITECT/ CITY /�..�m �C-� �'� STATE �ZIP 3���.5�
ENGINEER
PHONE ��2— �`73 —/�1lP 1' FAX 7027 "" ��I�" r�Sle25l
EMAIL
EXISTING BUILDING USE PROPOSED BUILDING USE
NUMBER OF STORIES BUILDING HEIGHT NUMBER OF UNITS
GENERAL CONSTRUCTION TYPE: I II III IV V VI; P OR U
PROPERTY
INFORMATION SQUARE FOOTAGE: LIVING COMMERGAL
GARAGE/CARPORT OTHER TOTAL ��� �54��
Anyone planning to do excavation work, must notify the onecall "CALL SUNSHINE" Notification Center at 1-800-432-4770 prior to any
excavation work being done, in order to prevent underground damage. Federal D.O.T. Regulation Part 192, Sections 192.614 and 192.707.
Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet the standards of all (aws regulating construction in this jurisdiction.
CERTIFICATION:
I HAVE COM�LIED WITH ALL THE FEDERAL STATE AND IOCAI ASBESTOS REGULATIONS CONCERNING NOTIFICATION OF THE
PROPER AUTHORITIES OF THE PROPOSED DEMOLITION AND RENOVATION PROJECTS.
WARNING TO OWNER:70UR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMMITS TO YOUR PROPERTY.
IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AITORNEY BEFORE RECORDING 70UR NOTICE OF
COMMENCEMENT.
I am aware of Florida and Federal Accessibility Codes, and I certify that I have met the requirements of both.
I certify that,this application together with any plans submitted is occurate and represents all work being done at this time.All work will be done
in compliance with all applicable laws regulating construction and zoning and if not I realize I am responsible for the removal of any construction
in violation of these laws or regulations.Any deviation from information submitted, unless approved by the Building Official will render this permit
null and void.
IS THIS APPLICATION THE RESULT OF A STOP WORK ORDER OR NOTICE OF VIOLATION? YES NO
1 - � - � ,�
Signature of License Holder OR Authorized Personnel Date
c�V' �� vL -� �T�C� r �'C'
Please Print Name Here/Title in Firm or Homeowner
___ _ _ _ _ _
Dec. ^� „�.,, „ �,,.,, , , rs No. 3608 P. 2
908 EARLHAM DR �KEN�,wcE,CLERK OF COt1RT
.1.1 AND COMPTROLLER PINELLAS COUNTY,FL
BCP2013�0 1 134 iNST# 2012368208 72l74l2012 at 03:21 PM
POOL ENCLOSURE OFF R�C BK;17az1 �G; 286.2g6
STEWART, BRADLEY DocType:NOT COM fZECO{ZDING� 510,00
Permii Zoning: Atlas#:281 B
Parcei ID J �-
--- - .._.--- --- - ----- -...-�-----�-----._. . _ .
NOTICE O � COMMENCEMENT
Slale of Florida -rE,ic,auF�,sr,c'iCR\�C�FORCLCRkGFT�1�C��iIk7GER�I�IC4flcmt
Counly of Pinellas �
7HE UNDER5IGNED hereby givas notice that improvemenis will be made to ceriain real property, and in accordance wllh Sectlon 713.73 of Ihe
Florida Statules,Ihe folbwing informaGon is pro+rided in ihis NOTICE OF COMMENCEM�NT.
1,Descl'iption of property(fegal descrip6on); �- �S S
a}Stree[pob)Address: �ar��w! !'.• C r 33'7 fo
2.General description of improvements; � � �C,�'�.� �;.�(�5��„�,
3.Owner Information or l.essee fnformation if fhe Lessee contracted for the fmprovement:
s)�vame and address: �ro�,4 � �aM.•t S-f� c k q a?� �� , v�-, b� 1�x.t' �n�e r .�� '�bs
b}Name and address of fee simple titleholder(if different than Owner fisted aboveJ--
c)�nteresl in property, _.p��.s� �� �
4.Contractor Information
a)Name and sddress: �Qn�� y,J• �,o�f S�" 1r�oT 1 �:�an�_�?au�rs�1.� S?�-5 4• Avnu�.n Qr,.-e G(�-F�'
b}7elephone No.: ']a')—l{'', t f_�,,y a Fax No.:(op6onaf} �7-' 3 37,�
5.Surety(if applicable,a copy of the payment bond is atlschedj
s-----�— �_� .�.� __ �
a)Name and address: N A � r� �t� ' �� ' � �_' � ��
� �; ' , ;
b)Telephone No.: �f t' -�---�'3� �� �;
c)Amount of Bond: $ N p� � > ' ,y
� � �
fi.Lender �_�,�,.�,=,�3
a)Name and address: } p�y��� ; ';,r.���s�-3
b)Telephone No.: I�l CITY OF ClEt1�?UvA7E� �
7.Persons within the State oF Florida designated by Owner upon whom notices or olher documenfs may be served as provided by Sec�on �
713.13(1)(a)7.,Flerlda Statutes:
a}Name and address: N��
b)Telephone No.: N R- �ax No.:(oplional} _ _�j/k.
B.a.ln additlort to himself or herself,Owner designates N/p� ot �/�- ��
to recelve a copy of the Lienot's Nodce as provided in Section 713.13(1)(by,�lorida Sla[ufes.
6)Phone Number of Person or entity deslgnated by Owner; �� /�
9.�xpiration dafe of notice of commencement(lhe expira6on dale may not be before the completiort oFconstruction and final payment to 1he
c�ntractor,but will be 1 ear from Ihe da�e of recordin unless a d�ferent date is s ecified: ,20
WARNING TO OWN�a: ANY PAYMENTS MAbE SY THE OWN�R Q�T�R 7H�EXPlRA710N OF TNE NOTIC�OF COMMENCEMENI"Af�E
CON5IDER�D IMPROPER PAYMENTS UNQER CHAP7�R 713,PART 1,SECTION 713.13,��ORfbA STATUTES AND CAN RESUL7 IN YOUR
PAYING TWIC��OR IMpROVEMENTS TO YOUR f'ROPERTY.A NOTiGE OF COMIVI�NC�M�NT MUST BE RECORDED ANp pOSTED ON TH
INSPEC710fV. IF YOU 1NTEND TO OBTAIN�INANCENG,CONSUL7 YOUR 1.�NDEa Oft AN ATTORNEY B�FOR�COMMENCINC WORK OR ,
aLCQ�DIN�YOUR NoTicE oF coMMENCEMeNT. �
Under penaliy of perjury;I decfare fh !I have read the foregoing notfce oi commencement and Ihad the facfs stated lherein are tNe(o lhe best of my �
knowiedg d belie �
.��.�� �c, ��,�,�� j
(Slgn re ol ouvner or see,or Ovmer's or Lessee's(Aulh�ra - �cer/DlractodPertne�lManager) (Prtn� ame and Provlde S�gnalor�/s 7111elOflke} I
The foregoing instrument was acknowledged before me this -�� day of �C�vY�}q� ,zp � ��
bY ��f'0.7`-2.� ��-�,C.��r� as d�l I�2 (hPa of aulhorhy�e.g.o(ficer�Iruslee,attwney�n facq
fOf ��-� �j ,as
(Neme of Person} {�ype of au�no�liy,,..e.g.o�cef,trustee,aHomey In{ac�
for ( rty on behal(of whom ins(rt► enf ura cute�.
Personafly Known �'�Produced ID ❑ . .
Type oF 1D Notary signat re �. �}
Print nam � ' �
�V,�� L.AURA�DAVIS . �_- �
;�•�' �'!�= �i
-'-� MY COMMISSION#EE0668d7 �
'-�;�-• EXP[RES February 22,20�5 i
a
(ao7)3Be-0153 FwrieaNaaryGervire.�om . i
. _
_. _
HARTSHORN CUSTOM CONTf2ACTING "��._� ��
, � CUSjOId ENCLOSURES Llcense#C�C�256769
v.vmhccsueere.com CRC054659
- -�� 8873 Ventwe Cova
� Tampa,FL33837
Pn:(8t3)620-0931•Faz:(813}8265075
so�orm Troplcal Pools ?HONE: OATE 12/18/2012
A�DpE55: CIlY LD
i��sTnunownooeess: 908 EARI.HAM DR CtTY CLEARWATER nP .
PROpEFryOWNEA: STEWART PHO"!E
Z
I �
._"_"' ..-.�.--�,��-
R3' Fn R:2' ---'— �I...... �-j r�".°�..'� �i:��-._.^i._.�.._.—�
'•.` R 2d . i 7 I��'� � �i i Nt ra."\i i
� deck t darJtlat � i� � I ' I i� � }
� z9' a �----_._....�u_iJ �� � � I I
� � �� i�
R " JdePih t" 56 de01h� ss 3 �i ��� y� J�it� '° J ��I� � + U� ��
10' �I
i�
L I i
, <:...-r�:3., PLANN?NG&DEV[I_O?�A�N7 D�PT �
R:3''_:' � .fii:b'4" S '' R R:7 �
� � ClTY 0=C'LEAR.UV�;i E� �
. :a . ac
� - r :
. ...:.�
-•-- - -- - 0 - -------- --- -'•--. ..-•�• ---------•--
_..'tc r.�
��t�� ElRE ROOF
30X 20
UtSfT'(OR. °� 1-fANBEA.M
oEF71JN0fi � BNN1GGHf}XKISE . �
�
SFURNEY RD. 9 V9 79
� t9�'2fBd Fan2l
�HEVl37_ � �
r.�acTna�vavn .
FrameCo!or VrallHetght .ybtxWews AoofType ScreenType �cors:
9.3 FT No RVWSRfl� RegularScreen 2
Insul3tedROOF Co;amns: cha�'rRxil 1GCkPi3te Gutten TearOut
2fASQFT FanBnms 1 36" StncASupergutter Y2$
. Permik 135 Lot: Subdiv�s�on� Comments �
❑earwater 91otic:
ACC�RpING TO�LORIDA'S C4��STRUCTIO�LIEN lAW(S�CTf6�yS�i3.QQ1-713.37,FLORIDASTATUTES)THOSE WHO WORK ON
YOURPROPERTYORPROVIDEp�4ATERIALSAND SERVICESANDAR�NOTPAIDIN�llIIHAV�ARIGHITOENfORC�TNE(RCIAIM
FOR PAY��ENT AGAfNST YOUR PROP�RTY.THIS CIAIM IS KNOWN AS A CONSTRUCTlO�y UEN.IF Y�UR f,�NRACT�R OR
SUBCONTRAC30ft FAIIS TO PAY SUBCONTfU�CTORS OR h�ATERIAC SUPPLIERS THOSE PEOPtE h�AY LOOK TO YOUR ,
PROPERn FOR PAYp��NT,EVEN IF YOU NAU�Ai.R�ApY PAID YOUR C4fiJTTRAGTOR IU�ULL If Y4U FAIl TO PAY YOUR
CONTRACTOR,YOUR CONTRACTOR YOUR CONTRACTOR MAYAlSO HAUEA LIEN ON YOUR P�OPERTY.THIS h1EANS THAT Ifi A
UEN lS�IGED YOUR PROPERIY COUtD BE SOIDAG�E�STYOUR WILl70 PAY f�LABOR,MATfR1ALS OR OTHER SERVICfS '
TNATYOURCONTRACTORORSUBCO�T�ACTORh9AYHAVEFAILEDTOPAY.T4PR4TECTYOURSEIF,YaUSHOULDSTIPULATE m '
IN THIS CQ�TRACT THAT BEFORE ANY PAYP�ENT IS MADE,YOUR G�lTRAGTOft IS REQUIREb TO PROVIdE YOU iNiTH A N
WRITfENREIEASEOFLIENFR0�9ANYPERS0�14RCOhiPAM'TNATHASPROVIDEDTOY01lA�NQTIC�TOOWN�R."F�OR{ORS �
W CONSTRUCTIO�III�NtAWfSCa�1Pl�XAND{TISRECOMMENDEDtHATY0UC0�SU�TANATtOftN�Y. Q
� �
� ALLC,O.D,JOES•SO'�DEFOSiTRSQUIREO.ASUR45YSHEETORPLOTPlAT1AkDC0'�PLETELECALOESCRIP110NlSREt}OIREOONALLPOOLAHBPATlO �
Q � � t Et,CLOSURES.ANYCIIA�IGESAffERfL1ALMEASURE�IE�nSWIILAECHARGEDACCORD1hGLYatATfRIALAN6�YQRKtilANSHIAGUARANTEEDFORIYEAR. C �
� Q c
a SECTIOF�SOI.fR5,R0ti�DASTATi1ifS,(CatiSUY.ERPROTECTIA4�PR0'lIDESTHAT"_.T}iEBUYERtIASTHERIGHiTOGA'�CELAHQ!kESOLLN�fAT10?lSALEU,4f�1��'fiHT�TFIE Q M
� W Z S THIRDBUSIr'ESSOAYAFTENTI�DAYON'h7�CH1NEBUYERSlLdISPJ�AGREE1dEM_' T �W W
w i
> " W —J �� °
O p z UVYE NAYE REA4 i'HE P6RE�OWG PROPOSED CONTRACTAND ACCEPT THE SNWE ON � M O �
a >- C� m THETERMSANDCONDInONSPRiNiEDABOVE. � r.� m
Q 'U tZt1 O�f] Q coauactrrke: Q V F-
$7,395 W N W �
_ t �o��: a J a �
Wrfhaser. � D�te: Z' 3 � � � C
'�- ( �_• Q V� W '� i
Bafance P�+e; A� m d � N ,
VI
HCCFndosures8y. Randy bavenport 5�,395 E
lfiis price Is based en Smensbns zhowr In the above sketch �
. . � ' . 1�30�� . N - . .------- . .
' LOP 96, mIS,EGE' ` -LE7P �5, FIdLd.CREST .
� � BILI,ESIATES - . - � . FST�TES _ � '
, . P,H. 64, PG. 94 � � ih�3PLA'£iEU � :- F'IRST 1tDD2TIUV . .
� PB 63; FG. 68 . .
�'� 1
� PLAT BIX7�?0.�RY�" ,
NOa32�S E $�' SQ�. + s(',f,a. ,`g v G'
- 10� FEiYCE 8 b7AI[�Pi�TA\C�-=r ssra6�brusA � +�""��na r - wir. ,rgn_
FASFi�TETV�'(PRIVAT$) . o. ,
- o.oP �,4.t..�'
- ' - •s - � �Ta �,,,;y o ur+�brPlta
� $, ~ t
• . . - . M � - � � M .
_ . , 2 -Li` • -
. . - qti` ,,� - .
' • � � , '. �o.�,. t . ...,.�'� ;w . -
t' �' IO!?ai ' 7
. '"-' � � - ` • - _.�o.o p � .J
. . -.' 3�.4 :Q
- - �. � _ ' .�. _�_ TREES .
� LOm ARLA !0 800 • � A= Q� •
, _ . : �• PRoHPSED' �g= c.�;epHC� �
s4, �. t�x�oit•z�s : ' '•BA'��4�(�lA A� - • -
c�;,�� 43 J0 ' � ;,� • �/s�T�f�a�t,t��t - - � �
' sQ. �r. Ma�oiz-Y:�as . ar , , _ ``+ -
xr✓r GRnDit��c�E.� � '^ •:�F.F:� !:=3t.Z�i.• �. �
_ ' " 3 9t1� . $ �� IA��. N '
' ' - • � Ia,n _ ._.. � . ' OI' -• .
�'.
' ' � ' d!)vE`' _ . c�'• •
n. ., .
10' [Pi`ILTI`Y '�SL•8,F1�Pi r - � - �
. ^tGBLIC 30.0� „' .•¢f- _ z9,i�P
- � ft00323 � ' O,Ob 4` S'�
. . ta'RfPt ' �. ' .
- . • . yI ' 2' WRB .
2�00'S� • ' � 5Q/►r7Qty ���� �- -
� . _ �.- ' SetvrtP • ;'23.00 '
Pcp 80,04� . E�}RLf'If�I1�I ORIVE 54'_R;O.Yi, {PUDLIC}
cea�Z�ro z�o: ti/2 fi9i�S6S OF TrL�iFA, Id.C. BSARI�G BASIS:�COt•L�i�2 FAOPEFi2`Y
LINE QF LC7L'S 1� R 2$IIE4� ,
� S 89°54 14°E. • .
.- . 'r ��
. - . ,J � I ,� � _
�. P� P�l� E3�FL�. Nf�I' A SURV�Y �- � �
. - _ � . �:i�'
C€S(�ZIPTION: LOT 27 VARSITY ESTA'fES� ACCOADJIiG ZO.z#IE�IAP OR PZ�T�FIY��}Ft 215 REOORDID.
IN PLAT H00:{�336� PAGES 95, &-46� PUBLIC itE�.V.RD.�^OF PINELLF,S COTF7PY•, k1'ARIDA. • , •
SECS2Q�1, _� 7a'NNSHIP 29 S.RANGH �� '� E, P'�� ' COUN'fY,fLORiDA
��z`'�. •;. �
VS-UO2 � �� a°�^tr�e r ` �uYt.a� x.+na oo grc�xnr,r.rto,vuta '' � �`�iTa{nryw� P -B.vres
F}�Cly1 Fpp�R4A,, 'li17EFFRF1xEY�{1tL'EHT Yy.pTe �t�i SMCe. Sf7.F1. �yL�'A�� N • ry��ED
• Kv v2natA.YENica�V]xOCiOT7� .q: ' GEM{it��. EE�: ��A� � E �EO�ITfI
9-28-09 � o-.�r�t w s�. ��m��uv• c,r r�ens w v�sr
' RE-YI510 • ' • .
� ADO WA2fiR AND sEFiF32 $II2VICe tfl-�3-$9 ' .. . .
125VISED PL[7P FLAfI 25 SES�ACK'f '1 -09 TREES . •
. • - ' a ;UiItSE1AyL-PESACii AND�1SSdQIATES T.NC. -
w��cr,sueuar �nrieecti Foa . . . � . •Sq12Yl;XOR9,.15Ng t3�1PPTiRS
.-�i:tr euM1a�°�Ei�iuE�� ' �' �--� . 2I94 MATM Si': �SUT<�E L �
ees oi� s woreo�eat ro.
'�a +�va+rsu�rmaor�n A.a.aeo.suav�08 eace BUiVBDTN, Ff+• 3Q68B �
�� . M biVA[DOt'M}�dA7Y s`�.1�'8]431:AiF2
- �wcu,tw+:�a�torAaowa�uc�sso, ' PHL.AVL:727-78lf-8321 BA7C: ?27-T38-8391
PLOT PLAN �+�?ti»a:ve�
-, . . �
i1
X2 WIND BRACING <TYP)
2X4X.045 2X2X.045 2X2X.045 2X2X.045 2X2X.045 X2X.045 2X4X.045 ����t���
N o 0 0 0 0 (}��Q��
21'-6` � X ° ° X X 21'-6" J���p,¢�o
c c
�ZX4X.045 2X2X.045 N 2X2X.045 N 2X2X.045 N 2X2X.045 N 2X2X.045 2X4X.045N ���`��G� ��NSP�
�
�N o N N `3� �i
I� N x i� �P ��
� v� in u� �
0 0 0 0 0 0
X X X X X X
i X X X X X X "�.
ZX2X.O N 2X2X.O N 2X2X.OSO N 2X.OSO N 2X.OSO N ��Y-
'�� e r `;�
�.� '
� � �F, .
:: x,
r��'- � � .-� %
NOL6S. 1? r .� �F� �� "t; -
1.Use in conjunction with Suncoast Structural �-416° � l�
Engineering, inc.screen enclosure engineering ' ' ,�.` : � �
heets S-2 and S-3. �, b ,`�, ���� -s ''
2.Design conforms to 2010 Florida Building Code for - ;; , ��
Uttimate Design Wind Speed(3-second gust)=135 " `�` � a v�
mph, Exposure B and Nominal Wind Speed=105 �"_
mph,Exposure B. ^�
3. Design Loads:Wind:Simultaneous Roof=7 psf .e-,�' �'
and Wall=25 psf with a 0.88 factor for 18 x 14 x Wendy G. Bruseski, P.E.#53983 y�
0.013"mesh screen. Suncoast Structural Engineering,Inc. �`°`�{ °;'�;' '
4. Diagonal Roof Bracing member shall be a COA#8525
2"�l2'k0.045"hollow member minimum for lengths of 36181 East Lake Rd.#258
12 feet or less. Hartshorn Custom Contracting Palm Harbor,F�34685 �Q 8
8813 Venture Cove Tampa,FL 33637 (727)773-1269 �
(813)620-093'I ssei123�yahoo.com sooie ,� reet
RD . Ol/04/2013
Hartshorn Custom Contracting 908 EARLHAM DR CLEARWATER <CITY ❑F CLEARWATER)
Mansard 135 mph CUSTpMER NAME <J�B NAME> 966 SQ F'T
DATE:1/4/13
DWG S-1
6005-T5 ALUMINUM
Beam crew„B„ ^N" 'Si" "S2" 'T"
Web Plate �4 al� 1 3 4" 1-1 " 3/ 6"
"B"-3/4"screws Min Thickness="T" _
��N��
1-1/2"x 1/16"plate (12)-#12 x 1"screws Note: A receiving (typ 4 locations) • • • • • • x -
See table below • • �7 1" 1' 3/16"
(top OR bottom) cLD 1"spacing channel(1/16" � � � 2xg 24 ' 1-1i4" 3/1 "
2"x 2"Edge Beam mickness)with(4)#10 , � � 2x9 2 7 1" 1-3/8" 3/1 "
Purlin x 3/4"SMS at each "S1" . � � -
1"x 2"fastened to column (2)#10 x 3"SMS into connection may be used Spacing • � � � � � � Notes:
with(2)#10 x 1-1/2"SMS crew bosses connecting in place of the(2)#10 x • t."N"=number of screws in any direction
into screw bosses for edge beam to puriin 3"screw boss (For example,"N"=6 for the 2x7 beam shown)
SMB or SNAP column connection. ��32� 2.Totai Number of Screws per joint equals 4
Column 1"x 2"snap � Spacing times"B".
Beam 2"x 2"fastened to beam 3.Plate width shall be determined from angle of
(sloped or �(2)#10 x 1-1/2"SMS "N' Plate dth beam and min,spacings required.
horizontal) 1"x 2"snap 4.Minimum edge distance=1J2".
e e 5.Gussett plates may be intemai or extemal.
Purlin to Side Wall Connection (12)#14 x 3/4" °e°e 6.Intemal screws for purlin connection may be
SMS each side e e included in total number of screws.
(1/2"min edge distance, e s
5/8"min spacing) olumn
1"x 5"x 0.050"strap #10 x 2"screws @ 12"o.c.max Beam to Column Connection
(4"width)�each beam and(4) c@ each beam strap Typical Mansard Connection
w/(4)#14 x 3/4"SMS
xisting Host Structure
Beam Member Specifications General Notes:
(sloped or flat) 2x2 2 x2"x0.044"Hollow 1.Live load:300 Ib vertically downward on primary ONE PERMIT ONLY
2x3 2 x3"x0.045"Hotlow members and 2001b verticalty downward on purlins NOT VALID WITHOUT RAISED SEAI
2�c4 2 x4"x0.050"Hollow as defined in section 2002.4.
2"x 2"x 1/8" '• 2x5 2 x5"x0.050"Hollow 2.Risk Category I in accordance with Table 1604.5 ��
� 2x4 SMB 2 x4"x0.044"x 0.100"SMB of 2010 FBC. � �!'���� '
angle each side . 5"Snap Super 2x5 SMB 2 x5"x0.050"x 0.116"5MB 3.All structural aluminum shall be 6005-T5 or -` � ' t"�
with(4)#14 x 3!4" . 1"x 2"sna Gutter � r K
p 2x6 SMB 2 x 6"x0.050"x 0.120"SMB 6061-T6. ,o� '� �`.�, �_
.., �
1"x 2"x 1/16" (fastening not required} 2x6H SMB 2 x 6"x0.072"x 0.224"SMB 4.In accordance wRh Section 2002.3 oi2010 FBG-"���n -. - ' f .
receiving channel 4)#14 x 3/4"SMS(typ) 2x7 SMB 2 x7"x0.055"x 0.120"SMB structural aluminum shaH have a minimum ° �'� -` �
Excess beam (2)#14 x 2"screw fastening angle 2X7H SMB 2 x7"x0.072"x 0.224"SMB thickness of 0.040 inches. ``� '� r`' ^ .�, �
may be trimmed to 1"x 2"snap(typ each side) 2x8 SMB 2 x8"x0.072"x 0224"SMB 5.For SMS,the minimum center-to-center spacin� �`, � 6'
Notes: 2X8H SMB 2 x8"x0.082"x 0.306"SMB shall be 3/4"and minimum ceMer-to-edge distartt� '� � �� m� = -
1.Fascia shall be secured to rafter tail with(1)-1/4"fd x 4"lag screw prior to gutter 2x9 SMB 2 x9"x0.072"x 0.224"SMB shall be 1/2"unless noted otherwise.Self-mating °`":'- " �,.. ��
� .� x ..
installation. 2X9H SMB 2 x9"x0.082"x 0.306"SMB beams shall be sffiched wiTh#70 x 3/4"�MS a��#"' • � �` < �" '`. .:� ^
2.A 7"gutter may be used provided strap length is increased 2"in length. 2x10 SMB 2 x10"x 0.092"x 0.374"SMB o.c(max). "��"` = '_ � �
3.Host structure shall have 2x4 roof trusses(min)�24"o.c.(max)with 4'-0"overhang 2x4 SNAP 2"x4"x0.045"SNAP 6.Doors shall be located beiween primary waU' �� � � ��;�
{max)for primary beam to gutter connection. 2X4H SPIAP 2"x4'k0.060"SNAP members.Doorjamb shatl not be used as primary �.-'�°
2x5 SNAP 2'k5'k0.055"SNAP wall member.Actual door locations may vary from ° ..� ,t f Y���,4+° �
tnat snown on�wG s-�. Wendy G. Bruseski
Hartshom Custom Contrac6ng uncoast Structural gineering,Ina( .O.A.#0 � P•E. #53983
Beam to Gutter Connection 8813 Venture Cove 36181 East Lake Road#258 Palm Harbor,FL 34685 9oe EAR�HAM DR
Tampa,FL 33637 (727)773-1269 Date:1/4/13
(813)620-0931 ssei123�yahoo.com DWG S-2
6005-T5 ALUMINUM
(2)-#10 x 4"SMS through
Edge Member ember into screw bosses
or Purlin of 2"x 2"for edge members
(12)-#10 x 3/4"SMS
Receiving Channel or min.edge and spacing
1"x 2"x 1/8"angle 0.5"(min) Angle each side(typ) (4)#10 x 1-1/2"SMS shall be 1/2")
(2)#14 x 3/4"SMS (typ each end) (1/16"min thickness) into screw bosses Diagonal � 1l16"6063-T6 Aluminum Plate
. {ryp top and side) e Bracing Member (Length and width may vary.
1/8"dia.Stainless 45°t5° 2"(min) Minimum screw spacing and
Steel Cable (2)#10 x 3/4"SMS urlin or Girt(typ) edge distance shall be 1!2".)
3/8"Welded Stainless . �� (typ each leg) Ed e Member
a', ' Atternate Detail 9
Steel Eye Bolt • • • 6"(min) (total 8 screws or Primary Beam
Side 1lew �•��min)washer ' � edge each connection) eam or Column Diagonal Roof Bracing Connection Attematives
beneath nut 2"(m��) ' • � thic ess Purlin and Girt Connection Options (IF SHOWN ON JOB LAYOUT DRAWING)
• • 1.25"x 0.125"plate �
(min 6063-T6 aluminum) 1!4"4J x 2-1/4"Concrete
Top View Screw Anchor(typ 2 locations)
Cable Connection
IF SHOWN ON JOB LAYOUT DRAWING
Note:Cable placement is not critical.Number of cables
and direction of putl shafl be as shown on DWG S-1.
(4)#10 x 3/4"SMS fastening secondary olumn econdary angle(min 0.125"thick) Footing Notes:
angle to column(typ each side) rimary 2"x 2"x 0.125"angle 1.Minimum Footing Dimension is 8"x 8".The minimum dimension is the dimension of either the
(B)-3/8"fa Concrete Screw 2 #10 x 3/4"SMS fastenin column thickened edge with a monolithic concrete 4"nominal slab or a ribbon footer.
Anchor into secondary angle e � � 9 ;' ONE PERMIT ONLY
� to rima an le each side 2.The minimum reinforcement shall be(1)#5 rebar or(2)#3 rebar continuous.
(typ each side}(See Table) e e p ry 9 « � I�IOT VALiDWITHOUT RAISED SEAI
3.Minimum 28-day concrete strength shal!be 2500 psi.Minimum Grade 40 reinforcement.
Anchor Spa 1"x 2"Base Member(typ each side) 4.If a 4"nominal slab is present,the minimum slab reinforcement is 6x6 welded wire fabric or � '
(min)(typ)(See Table) (1)-3/8"0 Concrete Screw Mchor into pnmary synthetic fiber reinforcement. '_ �#� '-
ngle and�1/4"!lJ Concrete Screw Mchor� ; �,
3"( �n) 5.All walls not supporting primary beams may use a 4"nominal slab or 8"x 8"footing for all � �;��.,� , R .
Notes: 24"o.c.between columns(t y p each side) � .; .
1.Number of anchors"B"is each side into the secondary angle and does not include the cases. �� �- . -� � .
anchorintothe 1x2. ��f`" r�' '` �``
3�8��� Corner Post Notes: ��, � .� � _; .,, ���. �
Concrete 2•Minimum embedment of anchors into concrete footi�g shall be 2-1/2"at at all upright ,x. ,
locations.All screw len ths at u n ht connections shall be of sufficient len for re wred �•Posts located at the comer of a cage(where the side wall meets the front waN)shaR:b�'�5C:3'-"�c ,,;, �.�.
Column Screw Anchor 9 p �9 9� q � � -
0.045"hollow members minimum with a 1"x 2"x 0.044"o en back stitched at 18"o. . * �: aY-��' � � `
Size embedment into conrete footing when a paver deck is present. p � +� .,,F �. �,� "
B Min.Spa 3.Anchors beiween primary uprights into the 1 x2 screening member only shall be 2.The comer post shatl not be a self-mating member. �� :� x� � . � ��
x4 p e r m i tt e d t o h a v e a 2 i n c h e m b e d m e n t i n t o t h e p a v e r o n l y. 3.The post shall be oriented in the same direction as the front watl p o s t s. ; � _ ,4. ,; �
x5 3 4.Concrete screw anchor designs are based on ITW Red Head� 4.The base connection shall use(1)-3/8"diameter concrete screw anchor(2-1/2"min i� ,'- ; �t � �
4 3/8"fIJ Large Diameter Tapcons with an ultimate tension capacity of 37401bs.and an embedment and 3"min edge distance)into each 2"x2"primary angle(total 2 bofts each�t) � �,
Xg ultimate shear capacity of 3328 Ibs.Stainless Steel concrete screw anchors(3/8"QJ)with ''<� � �A����"
x 4 minimum ultimate tension and shear capacities listed above may be used in the same } £�����;���,*'
2x10 4.5 quantity as the table.Other size or type of anchors require site-specific engineering. �.
��.
Weridy G: Bruseski
Column to Deck Connection
Hartshom Custom Contracting Suncoast Structural Engineering,Inc.(C.O.A.#00008525) � P.E. #53983
8813 Venture Cove 36181 East Lake Road#258 Palm Harbor,FL 34685 gpg EqRLHAM DR
Tampa,FL 33637 (727)773-1269
(813)620-0931 sseit 23 c@yahoo.com Date: 1/4/13
• DWG S-3