BCP2013-09268+ LL _.
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City of Clearwater
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 __ �'i / ,Z9 / %Lo / 9 '7S % / D� / 00/D
PROJECT/JOB NAME
PROJECT pROJECT ADDRESS ZIP �%LgS
LOCATION
BUSINESS NAME PHONE
LEGAL DESCRIPTION OF PROPERTY
PROJECT DESCRIPTION:
+�kc�e r.� , p �„ �c.�.c4�� o �.L� �c�
NATURE �UILDING � ELECTRIC � PLUMBING
OF WORK ❑ MECHANICAL � GAS � FIRE
(CHECK � ROOFING ❑ ENGINEERING ❑ LAND RESOURCES
ALL THAT � �qNDSCAPING ❑ UTIL�TIES ❑ NEAR WETLANDS
AP�� ❑TRAFFIC OPERATIONS ❑ CLEARING & GRUBBING ❑OTHER
TYPE OF WORK: �NEW ❑ADDITION ❑REMODEL �REPAIR ❑DEMOLITION ❑OTHER
VALUATION: $ �� I5O v� (THIS MUST BE FILIED IN, PLEASE PRINT CLEARLY)
PROPERTY
OWNER
(MUST HAVE
PHONE
NUMBER)
PROPERTY OWNER NAME
ADDRESS _�`0 � �,,CC,C �,%� rH, .,d -t •
CITY L" �-u-t���, STATE �/ ZIP 3 3 7�i S
PHONE
EMAIL
NAME OF COMPANY �I G, ►' �-SI�.Dr /l ��{S�O�Y1 �O ri�lr'CtGf%_
LIC. HOLDER 19�a�U �-IA.r�-C%.drn PHONE gJ� -�? a�"O
.
CONTRACTOR
(PLEASE
PRINT
CLEARLIn
ADDRESS SS J.3 1/'e/1 �-U,^�,° �B v�' FAX g I�- CQ�i,to - s�
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OFFICE ONLY
CITY �G� STATE ___�-'r ZIP 3��i
STATE LICENSE # GBC/?S�t 7G 9 PCCLB #�' - C�3� /� S(P (�lr''
CONTRACTOR EMAIL �� ( de r m�n � h c S Gf P�f'15 .(�� Y✓1
CONTACT FOR THIS PROJECT EMAII
OfFICE ONLY
C f ,
IF FAX PERMIT, PIEASE ENTER PROPERTY ADDRESS HERE:
NAME �� �' S
ADDRESS �� I� I 0 GZ/J,1- �,�LUCe. 2d � c�S� _
ARCHITECT/ CITY. �{!fx�m � r�o r _ STATE � ZIP � 4 gS _
ENGINEER
PHONE rI �rI � � % 3 '�' � °L l�q FAX
EMAII
� EXISTING BUILDING USE PROPOSED BUILDING USE
Y� NUMBER OF STORIES BUILDING HEIGHT NUMBER OF UNITS
GENERA'C'��CONSTRUCTION NPE: I II III IV V VI; P OR U
PROPERT��
INFORMAT� N� SQUARE FOOTAGE: LIVING COMMERCIAL
��� GARAGE/CARPORT OTHER TOTAL �� Ff
�
Anyone pla�to do excavation work, must notify the onecall "CALL SUNSHINE" Notification Center at 1-800-432-4770 prior to any
excavation�v�' being done, in order to prevent underground damage. Federal D.O.T. Regulation Part 192, Sections 192.614 ond 192.707.
Applicati 's 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 tl�e: nce of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction.
CERTIFICATION:
I HAVE COMPLIED WITH ALL THE FEDERAL STATE AND LOCAL ASBESTOS REGULATIONS CONCERNING NOTIFICATION OF THE
PROPER AUTHORITIES OF THE PROPOSED DEMOLITION AND RENOVATION PROJECTS.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY.
IF VOU INTEND TO OBTAIN FINANGING, CONSULT WITH YOUR LENDER OR A7TORNEY BEFORE RECORDING YOUR NOTItE OF
COMMENCEMENT.
I am aware oF Florida and Federal Accessibiliy Codes, and I certify that I have met the requirements of both.
I certify that, this application together with any plans submitted is accurate 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 deviotion 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 ,_
%� I3 �'
Signature of License Holder OR Authorize Personnel Date
Please Print Name Here / rile in Firm or Homeowner
I#: 2013301193 BK: 18160 PG: 851,
$1(i.00 KEN BURKE, CLERK OF COURT
DEPUTY CLERK: CLKDUIO
09/16/2013 at 11:02 AM, RECORDING 1 PAGES
AND COMPTROLLER PINELLAS COUNTY, FL BY
,�c P �b► 3-,0�9 a b � �.�.
r wi c �ti � ot
� �,;:.... � 1
Permit Number ;,, r i;�
Parcei ID Number 07-29-16 93757 000-0010 �; ��
- -. _ .. _ °t�F;'4, .��
_. _._ ..
NOTICE OF COMMENCEMENT �1'<<�°��`'
57,AiE �F FLf7Rf��1-P�NELl.AS C(�UNTY
1 herabN eertity that the (oregoing is a true.
coqy as rsec�r�teei in tht� G�C��� ��cords of
Pine� Ca tty. /� ��(.� ja
Tt�is��fa vtz�i_.CL1.! 1---� Z�---�./
KEN�URIkC
CI Ircu�t C:oUrt 3 Comptr�ller
State of Florida gy � -
County of Pinellas oepu�yCierk
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the
Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
1.Description of property (lega! descriptionJ: Varsity Estates lot 1
_._.__ __...._.._. _ _ __ __..__. _
_ __ ____.---._ _.. _ _
a) Street (jo6) Address: 902 eariham dr elearwter fl 33765
_. . __.... ___. . .... _
_. .
__ _... _ __
2.General description of improvements: screen enclosure
_
_ ...... _. . __
_ _.. _ _
_ _ _. _... _._ __.. _..
3.Owner Information or Lessee information if the Lessee contracted for the improvement:
a) Name and address: Richard & beverly smith 902 earlham clearwater fl 33765
__... _ _ __ _....._. __..... .
_. __.._ _...... . __. __ _ .._.__.
b) Name and address of fee simple titleholder (if different than Owner listed above)
___ _.� _._...... . _.._..
c) Interest in property: Owner
_.._. __......_ ___ _..:..._. . _ .....
_. ___ ___..... __..._.
4.Contractor Information
a) Name and address: gary hartshorn 8813 venture cove tampa fl 33637
_. _ .. _..... . ....... _. --
b) Telephone No.: 813-620 0931 Fax No .(opUonal) 813 626-5075
S.Surety (if appficable, a copy of the payment bond is attached) ' j �' �;� -
a) Name and address:
b) Telephone No.:
c) Amount of Bond:
6. Lende�
a
�J
f^ '^_�
a) Name and address: P�ANNING.. ��`"""'J �
_ . _ . ...... . C�� s�.QE��'60PfLfENfiaE
b) Telephone No.: �F C�E WAT� .__.......
_... _ _. . ------- - _ .._. _ _.__ __ . __
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be seNed as provide y
713.13 (1) (a) 7., Florida Statutes:
a) Name and addresx
_ _ _ _ _ . _. _ ( p —. � _ __ _.... _ _ ___. ---- ------ ._ ___ ._ _.—. .
b) Telephone No.: Fax No.. o tional
_
- -----._._ _ .__.. ,._ . . ___ ___ . ___ _ ..
8.a.ln addition to himseif or herself Owne� desi nates of
� 9 _._.._ ...... ...__.. _. __ _ __ ..... ... ___
to receive a copy of the Lienor's Notiee as provided in Section 713.13 (1) (b), Florida Statutes.
b)Phone Numher of Person or entity designated by Owner:
....._. _ _._.... _....... _.. _.._ _. ...... .. _ _ __ _ .
9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the
contractor but will be 1 year from the date of recording unless a different date is specified): 20
------- _.._.. .. --
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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOIfR '
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND PaSTED ON :
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN '
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my
knowledg nd belief. � �
_ �. �-�-�— � e.,�.) �–r �1 �`- S •'�,1
(Sign ure of Owner or Le e, or Owner s or Lessee's (A�thonzed OKcedDirecWrlPartnedManager) (Print Name and Prov' SignaMry's TitlelORce)
The foregomg instrument was acknowledged before me this __ _� ��__ day of � Q n�� f�Q � , 20 / 3 __
bY ..... �fs.1 E._:'_� y�.:. � lG ��� _ as ---..__....._.._. ._.... ��.� (tiPe o( authonty, e.g. officer. trustee, atlomey in tact)
for , as
(Name of Person) (type of authority,...e.g. officer, trustee, attomey in fad)
for (name of pa on behalf of whom insWment was executed).
. _._. . ... .-------.._._
Personally Known ❑ Produced ID � ,fj/
Type of ID S 5 3 b ob )��, �i_3o L` Notary Signature u.w.ti �/! d.0 •'rr�Z.ti.�
_...... _._._.__ __._._ _ _ .._._._._..__._.... _.. .
Print name S'�.bru�c�_ A�a'.t�z•,r�__ -- ----- -----
�J�` Notary Public Staffi of Fbfida
r , Sabrina Alderman
y � My Commission fF W 5887
�Or M1o� Expi�ey 08/15/2017
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DESCRIPTICN: LO'P 1, VARSiTY ESFATES, A�RDiNG �'II� MAP � PLAT T4�Dpg. �S RY�ARL'ED
IN PLAT BOpiC 135� PAGES 45_AND 4{, ppgl,ZC R�RDS pF prn�r_rac
QOqF�TI'Y� FTARIDA: .
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Y S[7RVEY FINAL 1-25-1 Q . . .
BOUNDARY SURVEY' . _�- -
: • .�' SI�ALL=PE CEIR AND ASSOE.'IATES INC.
902 EARLHAM DR - 5U�"°RS.� �'P�aS
2194 MAiN ST. �SUI;TE � �
Q D[TiVLDIA[, FL. 3468FJ �`
BCP2013-0926v PHONE:727-73f3-832! FAXr 727-738-83�i2�
SCREEN ENCLOSURE OVER EXIST SLAB
SMITH, RICHARD
Zoning: Atlas #: 281 B � '
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EXISTING 8" X 8" THICKENED EDGE WITH 4" CONCRETE SLAB MINIMUM 36" EDGE DISTANCE SHALL
BE ADEQUATE TO RESIST THE UPLOADS OF THE PROPOSED STRUCTURE.
Hartshom Custom Contracting
8813 Venture Cove Tampa, FL 33637
(813) 620-0931 14
Wendy G. Bruseskf, P.E. #53983
Suncoast Structural Engineering, inc.
COA #8525
36181 East Lake Rd. # 258
Paim Harbor, FL 34685
(727)773-1269
ssei123�yahoo.com
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IPR�JECT ADDRESS� 902 EARLHAM DR.
- — -- ---
__ _ _ _ _ _
` DRAWN BY� jd RDOF STYLE� STRAIGHT GABLE ---- CUSTOMER� BEVERLY SMITH
---
__ ___
■ DRAW DATE= Sep f0, 2013 SQ F�OTAGE� 300 SUB NAME� ----
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Notes:
1.Use in conjunction wit�
Engineering, Inc. screer
heets S-2 and S-3.
. Design wnforms to 2
ith 2012 Supplements
Speed (3-second gust)
Nominal Wind Speed =
3. Design Loads: Wind:
and Wall = 25 psf with a
.013" mesh screen.
. Diagonal Roof Bracin•
"�'hc0.055" holiow mer
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PERMIT JURISDICTI�N� CITY OF
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EXISTiNG 8" X S" THICKENED EDGE WITH 4" CONCRETE SLAB MINIMUM 36" EDGE DISTANCE SHALL
BE ADEQUATE TO RESIST THE UPLOADS OF THE PROPOSED STRUCTURE.
T 1 V
Hartshorn Custom Contracting
8813 Venture Cove Tampa, FL 33637
(813) 620-0931 14
,oast Structural Engineering, Inc.
COA #8525
36181 Eas2 Lake Rd. # 258
Paim Harbor, FL 34685
(727)773-1269
ssei123�yahoo.com
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PR�JECT ADDRESS� 902 EARLHAM DR.
` DRAWN BY� �d R��F STYLE� STRAIGH'r GABLE ---- CUSrpMER� BEVERLY SMirH
r DRAW DATE� Sep f0, 2013 SQ F�OTAGE� 300 SUB NAME� ----
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�1.Use in conjunction with Suncoast Structural
Engineering, Inc. screen enclosure engineering
heets S-2 and S-3.
. Design conforms to 2010 Florida Building Code
ith 2012 Supplements for Ultimate Design Wind
Speed (3-second gust) = 135 mph, Exposure B and
Nominal Wind Speed = 105 mph, Exposure B.
3. Design Loads: Wind: Simultaneous Roof = 7 psf
and Wall = 25 psf with a 0.88 factor for 18 x 14 x
.013" mesh screen.
. Diagonal Roof Bracing member shall be a
"�c2"x0.055" hollow member minimum.
SE �4 �,�5 i�AV� 6�EN
CODE COM��,lANC� gY '
ARWATER AI�� ARE SUBJE
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OWG S-1
HCC J�B NUMBER= ---- � 135 MPH
PERMIT JURISDlCTION� CITY �F CLEARWATER
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1-1 /2" x 1 /16" plate
(top OR bottom)
1" x 2" fastened to column
with (2) #10 x 7-1/2" SMS
into screw bosses for
SMB or SNAP column
1" x 5" x 4" width e�ruded gutter
bracket (thickness of leg � wood
scxew shail be 0.125" min.
Long teg shall be 0.072" min) (�
:h beam w! (4) #14 x 3/4" SMS �
1" spa into gutter lip
Beam
(stoped or flatj
2" x 2" x 1/8"�
angle each side_
with (4) #14 x 3/4"
1"x2"x1/16"
receiving channel
Excess beam
may be trimmed
(12) - #12 x 1" screws
�(c� 1"spacing
2" x 2" Edge Beam
(2) #10 x 3" SMS into
crew bosses connecting
edge beam to purlin
" x 2" snap
Purlin to Side Wall Connection
(4) #14 wood screws � 1"
spacing !� each gutter bracket
& (1) � 12" o.c. max
� min embedment shall be 2"
Existing Host Structure
(Designed�y Others)
_ f'�..,�5" Snap Super
1" x 2" snap Gutter
(fastening not required)
#14 x 3/4" SMS (typ) each side
#14 x 3/4" SMS into gutter
#14 x 2" screw fastening angle
1" x 2" snap (typ each side)
6005-T5 ALUMINU
Note: A receiving
channel(1/16"
thickness) with (4) #10
x 3/4" SMS at each
connedion may be used
in place of the (2) #10 x
3" screw boss
connection.
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e�.���
Beam '
(sloped or
horizontal)
oe
(12)#14x3/4" e°Oe
SMS each side o e°
(1/2" min edge distance, e o
5/8" min spacing)
Notes:
1. Fascia shall be secured to rafter tail with (1) -1/4" 2J x 4" lag screw prior to gutter
installation.
2. A 7" gutter may be used provided strap length is increased 2" in length.
3. The host structure shall have a 2"x4" min. fascia and roof truss system. Contractor
shall verify this an dif smalier, contractor shall bring structure up to a 2"x4" fascia and
ensure less than a 2'-0" overhang.
Beam to Gutter Connection
- 3/4" screws
� 4 locetions)
9 tabie below
•
"S1" •
Spacing •
2" x 2" fastened to beam
�with (2) #10 x 1-1/2" SMS
" x 2" snap
(Note: (10) #14 x 3/4" SMS may be
used for 2x4 beam connection)
Member Spec�cations
2x2 2 x2" x0.044" Hollow
2x3 2 x3" x0.045" Hollow
2x4 2 x4" x0.050" Holiow
2x5 2 x5" x0.050" Hollow
2x4 SMB 2 x4" x0.044" x 0.100" SMB
2x5 SMB 2 x5" x0.050" x 0.116" SMB
2x6 SMB 2 x 6" x0.050" x 0.120" SMB
2x6H SMB 2 x 6" x0.072" x 0.224" SMB
2x7 SMB 2 x7" x0.055" x 0.120" SMB
2X7H SMB 2 x7" x0.072" x 0.224" SMB
2x8 SMB 2 x8" x0.072" x 0.224" SMB
2X8H SMB 2 x8" x0.082" x 0.306" SMB
2x9 SMB 2 x9" x0.072" x 0.224" SMB
2X9H SMB 2 x9" x0.082" x 0.306" SMB
2x10 SMB 2 x10" x 0.092" x 0.374" SMB
2x4 SNAP 2'k4"x0.045" SNAP
2X4H SNAP 2"x4"x0.060" SNAP
2x5 SNAP 2"x5"x0.055" SNAP
8813 Venture Cove
Tampa, Fl 33637
(813)620-0931
Web Plate
�Min Thickness ='T'
• •�• •
• • • •
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Spacing
Notes:
1. "N" = number of screws in any diredion
(For example, "N"= 6 for the 2x7 beam ahown)
2. Totai Number of Screws per Joint equals 4
times "B",
3. Plate width shall be determined from angle of
beam and min. spacings required.
4. Minimum edge distance = 1/2".
5. Gussett plates may be internal or external.
6. Intemal screws for purlin connection may be
included in total number of screws.
Typical Mansard Connection
General Notes:
1. l.lve load: 300 !b vertically downward on primary
members and 2001b vertically downward on purlins
as defined in section 2002.4.
2. Risk Category 1 in accordance with Table 1604.5
of 2010 FBC.
3. Ail structural aluminum shall be 6005-T5 or
6061-T6.
4. In accordance with Section 2002.3 of 2010 FBC,
structural aluminum shali have a minimum
thidcness of 0.040 inches.
5. For SMS, the minimum center-to-center spacing
shall be 3/4" and minimum center-to-edge distance
shall be 1/2" unless noted otherwise. Self-mating
beams shall be stitched with #10 x 3/4" SMS at 24"
o.c (max).
6. Doors shali be located between primary wall
members. Door jamb shall not be used as primary
wall member. Actual door locations may vary from
that shown on DWG S-1.
36181 East Lake Road #258 Palm Harbor, FL 34685
(727)773-1269
ssei123@yahoo.com
ONE PERMIT ONLY
NOT VALID WITHOUT S L
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Wendy G. Bruseski
P. E. # 53983
Date: 9/10/13
902 EARLHAM DR
DWG S-2
Note: A corner triangular plate 1/8"
thickness may be used.
r2" x 2" x 1/8" angle
_(4) #12 x 3/4"
SMS (typ)
1/8" RJ Stainless
Steel Cable
Velded Stainless
Eye Bok
0.5" (min)
(typ each end)
45°t5°
�'�• a'.
3" (min) _
(min)
" (min)
edge
1.25" x 0.125" plate J � ' '
(min 6063-T6 aluminum) 3/8"Pl x 4" Concrete
Screw Anchor (typ 2 locations)
Note: Concrete screw anchor designs are based on TitenHD 3/8" dia
screw anchors with an allowable shear capacity of 880 Ibs. with edge
distance and spacing shown.
Cable Connection
IF SHOWN ON JOB LAYOUT DRAWING
Note: Cable placement is not critical. Number of cables
and direction of pull shall be as shown on DWG S-1.
(4) #10 x 3/4" SMS fastening secondary
angle to column (typ each side)
(B) -3/8" RJ Concrete Screw
Anchor into secondary angle
(typ each side) (See Table)
AnchorSpa
(min) (typ)(See Table)
3" i
ary angle (min 0.125" thick)
2" x 2" x 0.125" angle
(2) #10 x 3/4" SMS fastening column
�to primary angle (typ each side)
1"x 2" Base Member (typ each side)
(1) - 3/8" R1 Concrete Screw Anchor into primary
angle and (d� 1/4" f� Concrete ScrewAnchor (�
24" o.c. between columns (typ each side)
6005-T5 ALUMINUM
Edge Member
or Purlin
Receiving Channel or
Angle each side (typ) (4) #10 x 1-1/2" SMS
(1/16" min thidcness) into screw bosses Diagona
e Bracing Membe
(2) #10 x 3/4" SMS urlin or Girt (typ)
(typ each leg)
(total 8 screws
each connection) eam or Column
Purlin and Girt Connection Options �/ �
3/8" fd 1. Number of anchors "B" is each side into the secondary angle and does not include the
Concrete anchor into the 1x2.
Column Screw Anchor 2. Minimum embedment of anchors into concrete footing shail be 2-1/2" at at all upright
Size g Min. Spa locations. Ail screw lengths at upright connectiona shall be of sufficient length for required
embedment into conrete footing when a paver deck is present.
3. Anchors between primary uprights into the 1x2 screening member only shall be
permitted to be 1/4" DJ with 2 inch embedment into the paver only.
x 4. Concrete screw anchor designs are based on ITW Red Head�
__ LDT 3/8" �J screws. Other size or type of anchors shall not be used.
Column to Deck Connection
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(2) - #10 x 4" SMS through
member into screw bosses
of 2" x 2" for edge members
(12) - #10 x 3/4" SMS
(min. edge and spacing
shall be 1/2")
I .�G 1/16" Aluminum Plate
r '�� (Length and width may vary.
Minimum acrew spacing and
edge distance shall be 1/2".)
Alternate Detail Edge Member
or primarv Beam
Dia�onal Roof Bracing Conne�tion
(IF SHOWN ON JOB LAYOUT DRAWING)
Footin� Notes:
1. Minimum Footing Dimension is 8" x 8". The minimum dimension is the dimension of the
thidcened edge with a monolfthic concrete 4" nominal slab unless noted otherwise on DWG S-1
2. The minimum reinforcement shall be (1) #5 rebar or (2) #3 rebar continuous unless noted
otherwise on DWG S-1.
3. Minimum 28-day concrete strength shall be 2500 psi. Minimum Grade 40 reinforcement.
4. If a 4" nominal slab is present, the minimum sieb reinforcement is 6x6 welded wire fabric or
synthetic fiber reinforcement.
5. All walls not supporting primary beams may use a 4" nominal slab or 8" x 8" footing for all
cases.
ONE PERMIT ONLY
NOT VALID WITHOUT SEAL
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Corner Post Notes: ° � ' i�� �'
1. Posts located at the corner of a cage (where the side wall meets the front wall) shall be 2"x 3" x'`�' ° `�' an
0.045" hollow members minimum with a 1"x 2" x 0.044" open back stitched at 18" o.c, =e �,�°, 7 x'`" \��=' r`'
2. The corner post shall not be a self-mating member. "; l� •° `-� �
3. The post shall be oriented in the same direction as the front wall posts. °:� ;,:��h.; -`� h� �.:a�`
4. The base connection shall use (1) - 3/8" diameter concrete screw anchor (2-1 /2" min �,; t� ti;� ,.�•y s" �'� v a`
embedment and 3" min edge distance) into each 2"x2" primary angle (total 2 bolts each post). J' �� �°�'� `
+C3C�0A�
Hartshom Custom Contracting
8813 Venture Cove
Tampa, FL 33637
(813)620-0931
Suncoast Structural Engineering, Inc. (C.O.A. #00008525)
36181 East Lake Road #258 Palm Harbor, FL 34685
(727)773-1269
ssei123@yahoo.com
Wendy G. Bruseski
P. E. # 53983
Date: 9/7 0/13
902 EARLHAM DR
DWG S-3