BCP2013-12273u:'
� ������
�
�
t�
City of Clearwater
Development � Neighborhood Servioes Department
100 S. Myrtle Avenue, Suite 210
Clearwater, FL 33756
Telephone: (727) 562�567 Fax: (727) 582-4576
www. myclearvvater.00m
BUILDING PERMIT APPLICATION
PARCEL NUMBER �_/ 2� /. i � / l S /�/ '` � �l
/�,, �---- j = O � �G
PROJECT PROJECT/JOB NAME�a.0 1 I� 1� In��((` Q.12n �(-��C�Q,,� � �� p� O
LOCATION PROJECT ADDRESS ��G �0.� L hQrn �t. ZIP 3 3��OS I o cm n � m
BUSINESS NAME PHONE
LEGAL DESCRIPTION OF PROPERTY 1�Q1'�tTUI L�SiQ��� Lp"} �
PROPERTY OWNER NAME �-�'� �� � 1 Y I Q S�(Y.QP t1 � h ea re r
PROPERTY
OWNER ADDRESS �'12� r 1 hC y✓�, �(' -
(must have
phone ��Ty ��� Qa � Wa �-- STATE � ZIP 331 fv S
number)
PHONE FqX
NAME
ARCHITECT/ ADDRE
ENGINEER
CITY
T ��n�t �� STATE _� ZiP � �`���
PHONE l -7 C� l'-F� FAX C�L�� �(o Z• OS 12
E-mail: � C� �� �
NAME OF COMPANY � IC�f"�� 1 y�
CONTRACTOR LIC. HOLDER -f Tlr' � PHON �'l(1g-� $�.
iPlease print ADDRESS a� �S , rGt,S' k� FA��13�2 �a� "U$24
d��y) Cln' ''��,1'1n�a STATE ��— ZIP 33 �P2 �
STATE LICENSE # )��� (,32.$�{- � PCCLB #
E-mail: �h � �1 \ @ Q �l GLi 1 • ��vYl
GENERAL
PROPERTY
INFORMATION
EXISTING BUILDING USE PROPOSED BUILDING USE
NUMBER OF STORIES BUILDING HEIGHT NUMBER OF UNITS
CONSTRUCTION TYPE: I II III IV V VI; P OR U
SQUARE FOOTAGE: LIVING COMMERCIAL
GARAGE/CARPORT OTHER�tQ,1•l) 16�1 ��d� AL
PLEASEF/LL OUTBACKPAGE-APPL/CAT/ONMUSTBECOMPLETE
�D ��
a < W �%
� o _s r
N
o N �
� ` 3
� v
� �
�
�
�
N
�
�
�
Office Only
�
�
�
�
�O
��
;I�
I�i
r�i
�
Office Only
p
n
rn
N
C
�
W
IF FAX PERMIT, PLEASE ENTER PROPERTY ADDRESS HERE:
PROJ
:�
-� i b"I�
NATURE
OF WORK
(CHECK
ALL THAT
APPLI�
❑BUILDING
❑MECHANICAL
❑ROOFING
❑LANDSCAPING
❑TRAFFIC OPERATIONS
�ELECTRIC
❑GAS
C�ENGINEERING
❑UTILITIES
❑CLEARING & GRUBBiNG
CIPLUMBING
❑FIRE
❑LAND RESOURCES
❑NEAR WETLANDS
❑OTHER
TYPE OF WORK: �1NEW ❑ADDITION �REMODEL OREPAIR ❑DEMOLITION CIOTHER
VALUATION: $��J ,°�P Z�� ,�� (THIS MUST BE FILLED IN, PLEASE PRINT CLEARLI� .
BOARD REVIEW REGIUIRED: E� DRC
❑CDB
DATE:
DATE:
CASE (circle one): FL OR FLS #
CIAPPROVED ❑DENIED
Anyone planning to do excavation work, must notify the one-call "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 pertormed 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 YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
i�airi`�q of Eli�r' a and Federal Accessibility Codes, and I certiry that I have met the requirements of both.
e.:,..r �'':..:�.:� "
�'°-he��th�t ti�s pplication together with any plans submitted is accurate and represents all work being done at this time. All work will be done
_. in mplian "' all applicable laws regulating construction and zoning and if not I realize I am responsible for the removal of any construction
�� in iolation Q e laws or regulations. Any deviation from information submitted, unless approved by the Building Official will render this
�'�'�:p mitnr�ll �{Qd.
� �
� i� THCS AP
� . : € - :�
' P�►�Hr; �u
. � �° �.....,:_ �.; � -` r .
�j r""�,.:��._°" s� f :�y'
.... : ��
ICATION THE RESULT OF A STOP WORK ORDER OR NOTICE OF VIOLATION? YES_NO_
❑ CASH ❑CHECK ❑ CREDIT CARD - If paying by credit card include authorization form.
Ho/de�ORAudho�iied
P/ease Pdnt Name Here / T/de /n Ffim orHomeowner
��
I#: 2013351336 BK: 18209 PG: 575, 10/30/2013 at 10:08 AM, RECORDING 1 PAGES
$10.00 KEN BURKE, CLERK OF COURT AND COMPTROLLER PINELLAS COUNTY, FL BY
DEPUTY CLERK: CLKDMC9
920 EARLHAM DR
BCP2013-12273
POOL ENC
SHEARES, DAVID
Zoning: Low Medium Density Re Atlas #: 281 B
Permit Number
_ _. __. .___ _ __�.___.� _.._...----------
Parcel ID Number _a 'Z_-_'Z,�=_ j�� �-��= � _ (�{�
57'AT� t7F FLt7RIDA•PIN�I,LA� CQUNTY
,rr..sq
��cwT �o�,q�� I hereby �aRi(y that tho Mprepping I; a true
���''+ h�� copy as r corded in tha Micial records oi
�'�� +� Pinell ounty, r-
�1�� �a This d6y ct , 2�
� i owt�'� :" �'+
� �\e����+� C18fk of��BDGrt $,Emm�t��n. . .
NOTICE OF COMMENCEMENT By� � � ; '�
State of Florida puty lerk
,:,.., . . � � �:; t..;•:� I'� € �.,,.�: t s :;r,r;:iu>K
County ot Pinellas
THE UNDERSIGNEO hereby gives nolice that improvements will be made to certain real propeRy, and in accordance with Section 713.13 ot the
Florida Statutes, the folbwing information is provided in this NOTICE OF COMMENCEMENT.
1.Deacription of property (fega! descriptron) ��r � ,giz.�j
T'_f_._�� ____.� � ______�_..�_._. �.._._
a) SUeet (job) Address: 0�2L,yi9jct � ��,�,��� �_� � J��_
_ ___.___
2.General description of improvements ,,�,c��,���,,uG ,��,o�{ � A�,e,rs �
� , ,_ . _.� .. _. � .,pGr�1_s�jc�.�Qm_ e�r.i' . ..___.. __ __.
3.Owner Information or Lesaee lnformation if the Leaaee contracted for the improvement:
aj Name and address: � v,�_,��2c�____f�G�zGf�9_±� �...__...0
b} Name and address of fee simple titleholder (iI diHerent than Owner listed above) _�_
c) Interest in property: ��.�c��"'�—._._.----_______._-----__ _ _ _.. _ _.
_... ....._._._........_..__.
4.Contractor intormation
a) Name and address: G� I��..S.�-r'.4ati+n.. no.ar�S_ w�d S�as1_Zna. ".__�9 t b�o.MQa�S2aQi.�._Q�.�gt FL
b) Telephone No.: 1�j�j q�s_-.. p�.4 q.� --. ---.__ .._ ...... Fax No.: (opUonal) _�81�) 9 25 ~ l 3 H q 3��e��
S.Surety (if applicabie, a copy ot the payment bond is altached) �"'
a) Name and address:
b) Telephone No.:
c) Amount of Bond:
6. Lender
a) Name and address:
--.._._..._._..............._._...._......_.__..._._------------------�.._.._---..... —__.__.._.......
b) Telephone No.:
7. Persons within the State of Fiorida deaignated by Uwner upon whom no(ices or oiher documents may be
713.13 (1 j(a) T., Fbrida Statutes:
aj Name and address:
_.__..----_-------------------�...._.........,....----------- ---__�______
b) Telephone No.: Fax No.: (opGonal) �
__.__...�..___ _v.______
8.a,ln addition to himaeH or heraelf, Owner deaignatea __. ______ of
to receive a copy of the lienor's No6ce as provided in Section 713.13 (1) (b}, Florida Stalutes. �
as provided by
b}Phor�e Number oF Person or entity designated by Owner. �—vi '
--�--�.
9. Expiration date of nvtice of commencement (the expiration date may not be betore the compleGon of c�nsUuctan and final payment to the
contractor, but will be 1 year from the date of recording unless a diHerent date is spedfied): ,yp
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER TNE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATtJTES AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENGEMENT MUST Bf RECORDED AND P06TED ON THE
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YQUR NpTICE OF COMMENCEMENT.
Under �alty of perjury ec e� havg,read going notice of commancement and that the tads stated therein are true to the best of my
knowfed and belief. /J
or �essee, a
by i g' tr�en s knowledged befo�re me this
1 5����_ _ .--- - `
fOf T.
Gl� ��v�� � �/�G! l�e/
- ___ _______.»_ __..._---_..�-.---_.._
FrecrodPa lManage�) (Prin ame and Provide Signatarys TittelCNEce)
te <Ni
7 day of yp
_ .. .���..��_
- ____ _ ttype or autl�orily, e.g. officer. Uustee� aa«ney in tectj
, as
(Name of Person)
for
_---_.. __ .... . _ ... _.. ._....... _
Pe�sonally Known ❑ Produced ID _ 1��
Type of ID �C.a,�,r j�,� �d�f�S Notary Signa'
-- -
GCGf..�e/S'G�' Print n�
�' 6� b-- / 7,{: 6 �— /6 ?— O
(tYpe oi authority,...e.g. o(ficer. Watea. atlomey in facQ
(name of pa�ty on behaN of whom inslrument was executed).
ire .,,�
_. . ... . --�� ---
.k
__
ne - i'v ^AUUISSIMI4EE �M _.. _.. ._.. _
W"" �:, � �:."•I;iF.S:�et��•�:ry I'.29t5
'+� �°` ww�a rnu au�a na,ry suhces
�
c'm'�
�
N
O
w
�7
c
Job Name ���
Homeowner �/ / / ���
JobAddress .�� ��"'"/�1 °"� � -
City C._.-Ld �'�" +'��1 �s=r�` Zip code �T� / �� � �
Subdivision ������ ���� /���-^° � �
Phone No. Wk• �
FRAME COLOF2 ���� �
Wall Height �� ' "
Beams �N��� uJ No. _ No. Beam Joints I Z �'
� � h
Chair Rail '�� Kickplate � r1
No. Roof
ZI R��ype �'�i��,P 'oa
No. Sides Color Sides C/��/� �� I�
' �
Handrail Picket Panels
No. Cables �_ Type �`%"/ � � � I
No. Wind Braces � Type � }. � N
Gussett Plates �_ Ground Wire �
Gutter-type / '/ J���� � �
Angle-type
�}y� r
Downspouts Z�`!�r �� Elbows ��
Roof Pans �_- Color �
� .�-�--- ..._.,._
Compasite Roof 3" 4"
Facia � Header �L
Doors � ` Columris.e���✓#'`�-
Concrete Footers
Concrete Slab _
Concrete Risers
DeckMaterial ✓!v'/�`�' �� ����r�--�
Deck Coior
Job Status
Installed by
Date Completed _J
0
\
H
Job N� 2 ao y
3�
�j `' 8�`' _ . �y`' .. Ss� � �'Y `' �� N �Y�,
A
�_ .,__ ..__ y9 __
s
�
��
S� �
1��
, �
G-
'v�
�
��
1 "
i�
��
,,,,��/i/�������
O� �� � � �
,,��L .•���������J
�* • �
• (�. ��i�
�. • �
�� 2 " �
. W
�7.
' U /—
�.
� :� }
.d. � �
��jei�. ••• .
-(/
♦ • .•
� .• !
�j� �`
m�w �f�1� �
�l@V���'P
�/;v � ��r Cn �
Cj
� (. �"?,", : i �= ; C°m,Ur,
�y ,,; f � f?;��+,� �. �nce
/� � �
��'r"F;,�'~4 ~� !/� ?'``�'r ���V
_ _—.L`��1.��_ � ���_�
920 EARLHAAI! DR
BCP2013-12273
POOL ENC G��
SHEARES, DAVID
Zoning: Low Medium Density Re Atlas #: 2g1g
�
�
�
�
�
�
�
�
"1
�
�
`�r •
�
�fq e
•� e a
� d o
ry� C a
.i �_
�a v 3
� s �
� "
���
I� }
�
� � �
� �
�' C�
�
� �- �
�
� � C3
���
� � �"
� N I
�
� t
�s
�
�
� b
• ;,
��
�
•
s
�
0
N
M
t�--
W
G
, E
.�
�
�
W
�
�
� --�---�---
� -fl ��
� � 0
� �
� � �
O
� _+ �
s °' �
-p N
O �
m w
� �
v
� �_
� °
DESIGN C�NFORMS TD THE FOLLDWING RE�UIREMENTS�
•.. 2010 Florida Buiiding Code
TABLE 1604..5
••• Screened En�losures - Risk Category I
••• Sun-RooMS/Acrylic Enclosures - Risk Category II
�• Figures 1609A&C - 150 Mph windzone C3 second gust>
•• 1609.4.2 - Exposure Category B ' •
2002.3.1 - Extruofed AtuMinuM to have a Minir�ur� walt thickness of
�� 0.040'
•�••Table 202.4 - Structure Loacling Pressure�
•.• Norizontal Cwinward/leewnrd) = 31 PSF / 22 PSF Max.
Vertincal Cscreen/solid) = 9 PSF / 25 PSF Mnx.
• Interior Pressure = 10 PSF r�n� Cscreen connection rnilure point}
• Structure designed for use with 20x20 Max r�esh density
• 2002.4 - Any 1 Ft length or vertfcnl M=neber is designecd for a 300�
ver �ical lood. Any ! f-E length or horizontal MeMeber is cdesigned
For a 200i# vertical load.
• Contractor is allowed �o use atur�inur� alloy 6005T5 and 6061T6
NOTES:
1. SPANS BASED UPON CALCULAiIONS PERFORMED BY ENGfNEER.
2. DO NOT EXCEED SPACING BETWEEN COLUMS (DIMS SHOWN ARE O,C.) WITHOUT WRITTEN APPROVAL
FROM ENGINEER. ADDITIONAL COLUMNS CAN BE ADDED OR SPACING/SPANS RE�UCED WITH NO
ADVERSE ?.FFECT.
3. BEAM AND COLUMN SIZES CAN BE INCREASED IN SIZE WITH NO ADVERSE AFFECi TO STRUCTURE.
SIZES SHOWN ARE MINIMUMS.
4. ATTACN 1X2 EVERY 36'� O.C. MAX. SPACING
5. FASTEN OPTIONAl. KICK PLATE EVERY 1S" O.C. WITH �10 TEK SCREWS.
6. RISER WALLS TO BE ADJUSTED TO FIT FIELD CONDITIONS. •
7. IF SUPERGUTTER IS USED, CONTRACTOR TO ADJUST BEA�A LENGTH TO ACCOti40DATE BUT 15 NOT
ALLOWED TO REDUCE BEAM SIZE.
a c,�F �n„+;.,r, RD„r„� f� hA ctifrhaA 94" n.r.. alona center of maEina surfoCe
Door Loca �ion No �e�
1. Do not Move or
install door4vay
2. Contrac-ior May
any �iwo colur�ns
3. See door uetaits
rer�ove a coluMn �o
locate a oloor be �ween
on detail sheez
COMPOSITE ROOF INFORMATION:
1. use foam core ponels, 3" thick with 0.024" afuminum skin.
2, fasten eps panets �Eo the top aluMinur� E�eaMCs> with �lOx4'
long tek screws at 12' centers nlong nit benring edges.
3, r�inir�uM roof pitch to be �' rise/falt per foot of run
4. contrnctor May substitute s-Eruc-�ural and functional
equivnlent r�aterials.
5. produc� npproval inforMations
5.1. r+anufacturer= elite alur,inur� corpora �ion
5.2. ca-Eegory: roofing
5.3. suE�category: netal roofing
5.4. fl approval no.� f1S500-r1
5.5. hvhz use: approved
5.6. non hvhz use: approved
5.7. Manu�acturers
5.6. ca-�egory�
5.9. sufocategory:
5.10. fl approval no.�
5.11. hvhz use�
5.12. non hvhz use�
1 "x2°x0.44" dPEN BACK
WEB THICKNESS: 0.044"
FIANGE TNICKNESS: 0.04a"
AREA: 0.24 SQ.IN.
MOMENT OF INTERIA: 0.14
SECTI�N OF MOQULUS: 0.18
2"x4" S.M. BEAM
WEB TNICKNESS: 0.045"
FIANGE THICKNESS: 0.10"
AREA: 0.7522 SQ.IN.
M�MENi OF INTERIA: 2.002
SECTION OF MODULUS: 0.935
RAOIUS OF GYRATION: 1.5595
ALLOWA6LE Fy(iHOUSAND): 10
2"�7" S.M. BEAM
WEB TNICKNESS: 0.055"
FlANGE THICKNESS: 0.220'�
aREA: 1.452 SQ.1N.
MOMENT OF (NTERIA: 10.998
SEC�IO�v OF ��tOCULUS: 2.�75
RADfUS OF GYRATION: 0.780
ALLOWABLE Fy(THOUSAND): 11.3
2"x9" S.M. BEAM
WEB TNICKNESS: 0.072°
FLANGE THICKNESS: 0.224"
AREA: 1.974 SQ.IN.
MOMENT OF lNTERIA: 21.72
SECTiQN OF MODULUS: 5.910
RADIUS OF GYRAiION: 0.826
ALLOWABLE Fy(THOUSAND): 11.1
structall k�uilding systeMS, inc.
roofing ' '
c�etal rooring, •
15491 -:
no
npproved • �
2"z2"x0.�4" NOLLOIN
WEB THtCKNESS: 0.044"
FLANGE THICKNESS: 0.044"
AREA: 0.434 SQ.IN.
MOMENT OF INTERfA: 0.245
SECTION OF MODULUS: 0.024
RA�IUS OF GYRATION: 0.753
ALLOWABLE Fy(THOUSAND); 13.2
2"x5" S.M. BEAM
WEB THICKNESS: O.Q50"
FlANGE THfCKNESS: 0.116"
AREA: 0.917 SQ.IN,
MOMENT OF INTERIA: 3.6435
SECTION OF . MODULUS: i .38
RADIUS OF GYRATION: 1.9929
ALLOINABLE Fy(TNOUSAND): 10
2"x8" S.M. BEAM
WEB THICKNESS: 0.073"
FLARGE THICKNESS: 0.224°
AREA: 1.830 S4.IN.
MOMENT OF iNTER1A: 16.329
SECTION OF A40DULUS: 5�,080
f2ADil1S OF GYRAl'ION: 0.814
ALLOINABLE Fy(THOUSAND): 12.7
2"X�o° s.M. BEa�n
WEB � THICKNESS: 0.092°
FL4NGE THICKNESS: 0.389"
AREA: 3.007 SQ.IN.
MOMENT OF INTERlA: 42.654
SECTIDN OF MODULUS: 8.456
RADIUS OF GYRATION: 0.795
ALLOWABLE Fy(THOUSAND): 13.1
2"x3"x.045" HOILOW
WEB THICKNESS: 0.045'�
FLANGE THICKNESS: 0.045"
ARE4: 0.52 SQ.IN.
MOMENT OF INTERIA: 0.624
SECTfON OF MODULUS: 0.383
RADIUS OF GYRATION: 0.830
ALLOWABLE Fy(THOUSAND}: 13.3
3"x3"x.045"
WEB THICKNESS: 0.045"
FL4NGE THfCKNESS: 0.045°
AREA: 0.52 SQ.fN. •
MOMENT OF (NTERIA: Q.624
SECTION OF MOOULUS: 0.383
RADIUS OF GYRATION: 0.830
ALLOW�BLE Fy(THOUSAND): 13.3
,,���������� •��
• �
+��,�`V'• •....� �
.•
i � ' ��d
� , l�,. �4
• ' x
� � • y�
.a•
� � ����
� • �
:� : o t�-�m�
i�• . Z �~�
6- z .
,��. ��••...• _i��
0
'��LL
,.��.�s
�
�
�
O
v
w
�
a3
�
�
Sr�
�r�
,
O N
� � ��
� � a�
.� '�
�1 � y e
4 � ��
w _ g ;,
� � �U
� �a
�
�,
.
.
„` s
v+ +�
s
� J �
, � s
� ` s
Z �
0 �
�
��
7e
��
�
M
v -
N
�
�`
W
0
�
�
.�.
i�
��
���
� �� �
� � �
�
� �' �
�9� �
�� � � �
�
F
�
T � �� m �
� � n �
O � -' r�'u
� r � �
O
N
�° ° C-
m c;
G�-u
s
H
E Rf � �
2'K4'X3f;�PL4TE�'J
Ehl� ff� B�4it S�STH 4
�acH nt4 s�� rNro
s�at�t ��� o,v Eaacx stDE
QF CC�t11�✓PUkL•'N
EC1lSEC f IQt+t
• N Chairrail or Purlin t`
�---� • ( � 1-��'x2-g"x2°' Afuminum clip
aiiached to 6eam or pos� vuith (
SIDE WALL TD BEAM 3P.ACE COhNECT•IL�N ,�Sx%6" SMS
� CHAIRRAIL/PURLIN CONNECIfON
I 0 POS I BEAM
�xms����aaee�� '
gE�E� �.av �E sc�€sa�, �Qn�,�CY6�� � t�� ��t�a (2� `,��10�4" SMS •
Q� KaQ'li71�� E4�,I,� DtS4R�i*�.
2
� Cf� <2} t�� K !$°
�° # �° @t; 1° u �° /e.c?S. P�� 'aT�€�1� , .
9
��� ! ;; r �_
—C-Ba°� 1a�r+J� �
Ja
�?'i�7.� F�!,'�.id.�T�
2` X S' X� S i �c,'i? FAST ��
TQ PURLIN D�=R 7'}� T�JP RATt
. I k!�'D PA$7t��? Al7Q C�l�:;�t
:`. ' � A�E��°���
� � Purfins: (4) �Sx�s" SMS
Q j ' (2 each side)
v � ChairrQiL•
� �) �s��s° sr�s
� ��� ona each side)
a � .
U
� �
. y,
..�
Al.TERNAiE: (�) '�10x2 SMS ihru
beam or post into internal screw
bosses of purfin or chairrail .
/ ��a�
_ _..__�_ (��Q��C� ��'�
------------ � 4�Q �} �C���
SQy��S
. €��
� � �� i p�
� YG� � 6aO e��%i�'
Q �,i 2�° � Q� �40
)t �° SC�°aHS Ai
i�° �.� �EFd. �tdD
� �Y �ACtd S7P,�e.
�° F: �° k" .ts'9'
��,^�? � �dC�] a'&D-e
� 6°sP�! �
�sE�EVt°dG Et##�A.,Rt�� '
� i�[�BA�� e�l�' t�'�3II�� ��t�h9 C@flst.��C i���d
0
m
�
L
O
L
�
�
m
m
�
�
�
�
�
edge memeber or purlin �(
\
f (12} F10�" SMS
_�,�--- �" AI Plate (6Q63-T6) cut to riE
' m;fer purlin io fi� mai;ng surface
� � �� .
q
. C4> �IOX2 SMS INTO
�NTEGRAL 3�SS . •
. • t �
Z°xsSF�QE��
� C��G i BF�I 6 A4 E2�t
€� atsgr�,:e.
-��� � �asE c2� os >t Y2 //-
/ �s. Fc� ss�
�° u � -� ,s ��
- ° . , �=f.,,��-
r '� �
Q����
(�E���� �C�
�i�����Ct����
�6 (8) ,-;�12X3/4" SMS ON E,SCH SIDE �
h6
cP .
NOTCH B07TOh� OF BEAM TO OVERLAP�
OPiIONAL BRACE CO(VNECTI�N DETAIL
i•
2-}°• r
(f�ilN.jT
� � ;�: ;� 3` �c��=�. ST� tY�s�. i 4'��€€
• PF���� �� �7•[ T;�-U ►Ri�hGU�:'�
' �'t€..��±E�,.J;�'I�I�Uf�F±EtG �F'.�€EE'F GS��tfi`n`;e. 5:���.`�
, "' 'j 3 •. .... __ . .... ��g_._��1
�
. ,�.----���
�� y
n
�2°.:2'�.0. f 25' ANGLE FfiCH : �'. • �€� � r
SIDE OF COLUN,N FlSiEM1!r.Q I '�% ^�`zE �
z;_ s�n wr�i ��j ��`s�s t?.� ��p f� € �!s i `:� �%f�� � -- '' °
(FACH �NGLE/E4CH SIDEJ � �
!3�`-�.sc�Tc`�. �F�` -E3.S S t—L 3t�" e i--�� . '
�3�.�;: p r
�ViFd.j - �_a�� 4a'tt"+= if�'�7!� E:'3) .
'� ,k=�.;�' b�'' t- rnuy �ct�� aHCHO� so .
- �, • a e.,;,: '; ° � " '�p • =Tti'
� '+�'=• � FASiEN 2° iR7DE y-2� ANGL'e YO SLA3
�
s -
° ::.. � Ofil �4CN. OF COI.Uh+IN � �,
� - r �� MtN. (2) �8..,°$ �
�a: - . , _ Q-. ��� Y.a � °� � � � `�f..'+L� �E � ��;.t�'k.�=4 C?s"'�rs . i
` �1`� .}
�� d 6 . . d . . � " �
• • ; -. . . �- . , ::.� �,. � 1
� ` .°'�ta _✓
• d• . _ - .
}°.:.i" i4PCON OR EQUNALENi ����+���P :�e�►�iG���^�.� ��P C��.� ��
CQLUh�N GONNECTION DETAIL s • •
r
U
USg C�+) tlt4 S.F7.S. � �sd
SBE�. 6 � �d. Y�.. �i $@ ti?
!•'a St E=II�' �����
'd�a5�� @ra ��E[� SEJ �F
E��� ���
►@P GE��kt4�� CA�l�� C��4F�ECTB�'d
�
5�u5s
Q��
������ * a��1I�,
�
i, .,,....,!�i •.
i`�i~• • �• ,��
: �' ; �C; • :
.� '
� � U • � d �
.�
� .Z. W ��•
�o . -
r �
� • Q • +
' ,.7 • (n � � �,
�'
� , Z , , . .
.�,� � • • •�. ,��
�.. l.�. ••...•�� ��
a LL���a-
�� a
g`�aao�g$
����m_� �
4=r� a
ry�z�o z�
o3_ow� `�"
��'������
���°���
<;�d
� �
�
� �� n �
. C4> �SOX2 SMS iN i 0 � °� ���
��'NiEGRAL B�SS � � j;
• � � c a �
� . _ � .� �
� � � � � ���
� � � � ¢m
/�i � � � LL
Q V Y � K�
O � �i F e
�� � ���a
Q �3 , � �
c� � �_ � °� �
vJ
.�,GO. _�
� � I i
�t�,tlE�e9 � �
� q a�.
E �•'°�gE� S�A9 � g � �
� �
---- - � � � �
�a s :p� : � � � �
• • � � �
:SS SYg�� 3?,�t�aB � � �
� �
en�rsd s! ��
� e � o ° °� ' ,� e e � I
' s� ° . . E
s
� � • � ' e ° � � � � ' ° ° � ° ° T �G
V1 v
�, m
� n
� �
.0 N
� �
W
��
�--
�
N
M
�
W
C
�
� m �
� �
� �
r c'''a
v N
m w �
�
"i '��"'���
BE�M �6AY �E SLLPEt�u
Q� i'i�1�i7�t�4�
�p��
���P�
�
;
a
#
EXTERt�E�L CONNECTION
11�QII� AFdGLES ATTACt�E� YO
W�LL WFiH E2) �l2 MQRE ',-�a'
X 2` SCREWS PEP, SIDE
cor,eRE��: usE c2> Y• x
2-I/?` ANCHDRS
MASQNRY� USE• Cl> I�NCE�QR
�'EP, INCH Qr �EAFt �EPTF!
t'EF; SIIIE.
t�;E�r��� c�Hh�e�trN
�rs� ct� t�3i�- x a�?i4° x
I°3/4° X 3a°
k'QQ�- C37 �" X 2° S��EWS
��i���G�.�� �� E��S�Jik��. Ud�
C3) �' X 2°I/4` C�iSCH�P,S
:�ND USE fl> ADDITI��[AL
ENCE:9� ��P. E��r� �� 3EA.i
r���v� 4•
��f�J`1 STF'.UCYCIF�.�
2` X �° � .! 2a ' �
�t�C�LE� E��Id SI@� �
��' �E�H �+P.'
��CEIVI�'�a C�[�i�h:�l�
���t�1 T� W�L�. ���il��'�lf�FJ
c
3
;o
U
c
�
0
U
Notes: , T ='rt2'` _ J
e�
�G
1] Barrier Integrated Rail 4" Sphere Shall not � �j o
Pass between pickets. � �
au
2] Barrier must support a50#/ft. or a•200#
Concentrated load in any direction.
scF:���l ;��t�= ��' Shi�`� [S I�S��,
[��i SCi��tlS ��E �EQL�t�EB.
t J�� 4 1 � X 1°?/ Z` 5.E{.S.
� z4' �.C. �4�X.
i' X 2' �SPF N �:�CK
t�� l3E�i:E�C0Yh1 EX l RU$Ii�N
��. ��6�i
?` X 2' �! [�E�tEJl�Fd ��($T
EX a �1�S E��d �? S�t�i�
_ �� �GRE���I
MITER SPUCES SNOYJN FOR l,i4NS4RD SPLICES, fDENTiCAL
SPECIFICATIONS FOR C,�,BLE AND/DP. STRAIGHT BEAM SPLICES.
SPLICE PlATE ALLOY: 2 SCREWS ALONG CEh1TER lINE
606iT6 OR 5052H32 OF PIATE EVENLY SPACED
INTERNRl.
SPl.ICE P[ATE
,, so
lAAXIFAUM laNGLE FOP. MANS4RD 39'
MA:IMUhA ANGLE FOR GABLES 45'
SCREW POS170N5 NEFif2 �AITER JOIN7 h�AY BE ADJUSTED
i0 ACCOh40DRTE °UP.LIN, SPACE BETWEEN F.4STENERS LENGIH OE PLATE PER IA3LE
fiLONG h�ITEP, JO(N7 t�AY 1}" TO 2", FfJ+thlTAW kdAXtt�tlt� \
DISTRNCES BE'M�EEN SCREWS. •
EDGE DIS7ANCE FOR SCREWS: �"
�PINIt�UE� SCRELW SPACING:. �"
BEAM
sc����v ����� c����� cQr��v�� � _r��
. 2T,�3" or 3���2"
2„x�,° � 2"x2„ 2,>x2"xYs° L each side of posE
� (Req'd on �osfs thaE supporf
� rnain rooi beams)
U
c , hinge poinfs �
E N � . N �
� � _
p N � N o .
U
a
' rail � ch6ir rail chair rail
N 3/8"x3" wedge b
" � i"R��` 7>+M12e, ',ax2��
Door �efait - OpEion 1 �^G ��7oor Qefail - Option 2
Cenfered betwezn Co(umns Door Adjacent io Colunn
)oor Notes;
. Num6er of Hinges:
.9. Wind Speed <120 mph - m;n, 2 poin�s
.2. Vifind Speed =>i20 mph - min. 3 poin�s
'.Hinge Loca�ions:
.1. Top � Boftom - 8" to 18" from end oi door
.2.Remaining Eo be evenly spaced befween 1op 6nd Bo�fom hinge's
.3. Hinges can be installed on either side of door, field loca�e
. Fasteners:
,1. ,� 7 �x4" screws
.2. Min. 3 each fo attach hinges fo stru�ture and door
, Doar �o s�ring aurvuard unless noted otEierwise
, Le�t or Righf swing does not alEer siruct�rQl integrity of cage or door
2"
0
THICKtdESS LENGiH HEIGHT �14 St9S PER TuTFL GY4 St9S SPACES k OF SPACES kOF
SID� PEP, EhlD PEP, SPUEE SPACES SPfiCES
HORI2�I�TA� VEPT[C�L
�'-0 I/8° � 1'-4` 0'-5 1/4' � I@ � 46 � 3 I 3
0'-0 ?/6' � 1'-4° � 0'-5 1!4' � 19 � 56 � 3 � 3
D'-01/B• � 1'-4° � 0'-61l4' 14 � 56 � 3 � 3
]'-0 3l16' � 1'-6• � D'-7 '1/4' � 16 � 64 � 4 � 3
I'-0 3/16- I r-6• o�-a ii�• �. ie . ► �e a � a
0'-D 1/4° 1'-B• � • D'-9' � Z2 ( 68 4 6
�(2} ; 92x7'4" SM1hS
thru ang(e in�o pos��
NO`I E: Use additional 2x2:,� angte from posE fo
sfab for posfs 2x4 and Iarger. Use Ya"x2-1/�"
'Quickse�s' or ' Tapcons' thru angle info stab,
8.,���:, � paver
,- (4) r710x2" SMS Ehru 9u2 [hicf<ness� �
base channei in�o infernat v�eciqe bol�C
screvr bosses of column
fItJ15HED GRADE a•a � B . d• .'q .
A . cy
-1 I I� I 1�=1I IJ I I� I I I��I �I�EYJ OR EXISTING COf�CP,ETE SL�B
111=111J11-111=111_III ' • ' - -
_I I I_I I LJ I I� I IJ I IJ . -• a . ' -
FOR NEW CONCRE►E SlAB USE FIBERMESH CONCP.ETE MIX
TO ELIMINATE REINFORCING 6X6 BOX WIRE MESH
.a • ,
• � 4` t�IfJ. ,_---
� � . . .
� N.
a d� •.
; a.a'.
o • • '
. . :�
. jad :
. . 8` MIT
� ,,��- Y ���,
,,,� •.•T����:•�
: �� b
` �, � �v
� .
._• �
. .
•(�. Z r�
:a : � rN
• . �
, ��
I',, �•. •••
o � .. • �C
'S,+SSR� � e
�Q��m;�a
NVU�yZe=-�yZ
�oa�iz��
DO=�p�21No
t�ZOZO�Za
s°'�W���a I
w��au�o�'�7�� .f�
��aoru�6T �
U=�QU�¢ .� w
� a � �:
�
�
❑
� ��
��
� ^
n�
,� 14 SMS iYP. 0� �� E o N
;� o � "
� � •°• e n
0 � G a u4.
,�( 'q � •
� � � N�
N
? �
� � � TLL
� s�
��q°[y� +� ° � �
V � N d
� �
,
1�
�
�
�
� �
���
�Qq ��
paver �d � � �
� � '°( �
. _. . O � � `�
d '
Q , d :�r Q! iu
�
• �� c
.'- . • f„� ;F �
. ff ' � � �
d . �...
. �
°- O
� � �
P.EINFORCING STEEL OPIIONS:
� 1x ,'�5 BAP. (shown) or E
H
T 2x ;',�3 BARS s
N
��
.
.
w
..
I`
�
.�
i°
S
2
c+'�
O
N
M
�—
�
� �
..�-�..
C7 �
n �
.... -G—u
rn �
o C
�
w
�
c�
� / - � . , . , �� , .
• '"'Y'�'w""",.,,,�'�"3�A�81�M��"",� , � Zl�i� �� �$��,:�i�.�� ' . • ; � ' . . : ,
� . � . � ���. • . , ,
• . • • . . . .� . �.� i ��t �► �C • • . . . . _ � ' � , .
�a�- � ���-r=- � �� � � � , � . � � � ��
��i���. � r. � � °w): ��"' �• .
. .....w� . • • . � , ( • ~ �.w+w►..r • •
,6' ► �1a�T.*vv • , •• � • � � " 1 � 1 1^�F7WY.1 AC% 1ca74YW.D'
V 1LY iJJ ry+���,
� ��f�7,�ti7i.� � . ' � ' ' I � . ' ' �� � ��'I �7Lf��f�J�
J: TJN�.r y� r.�......r. .�.-,i....w.. • . ' �� L
� � � � � ' , - c� a
� • � � � � t ,��� � e � z, �. . � �
l': � r1n7'4M� ��• Y' v , • . . C � �r
Ncn� ' �-r' ' ' •o�'c
o = o � RG 3�[,x� ' � .�.�� � .
; � o Ci N . � �-s� �•.�. , _ . , N (� �
� � rn N � ' . . • C'�Z ',� - ' " _ o- ,,'
,
� vcZiO� • . • ` � , •, �,I
`�< W'� , . ., . �' .,' . .� ' I �,(� �— . , �".
c� 0 � r f ' ' ' ' � .:J . � .
� _ . _ � ' • . .
� '�1 � ' ., ' �.ti�i �, �` ' . � r�+('� �x�r �, .�
� � � ' � 'MLa��� . ?.�T�ft ; 0�°' M� �yIBTC�p . 1
� 0 � �,�V•��0; 5'�' ' • • y + � '�4 8-•09�-7 3�BA I?ATAp •
D � . . � . ! �FI. 1$��U7�..
� ,� , . ,; �,'• ,
� ' , � * �' �'. �d� , .• '
n� � ' •�,`° �� ' • • �
� , r y.►�� , .
W� ' • V . . � � � . .
� � l • � • ' , • j ' , .. � � � . •
�{L '�� ��
.- �_._ —�1\7�V^r�
1 , �
M\ .
' `� � � I • �
�� . �
! • .
� � T �111.�,. •y/l�m�'. � r' � ��; . � . . - - .
�� `�V-��. - ,ti '.t� y y � ..•. . . , �<
�� � ' 1 ' ' ' .'�• •:7tirl 1 'A.y �./Y r t �C7aiil�.ii1 �7� . I • ,
, . � � .. . . . �
" C,�F�F'7E�':CCD '�C�: E�if T. � f�% ',��sNi�?�Ar. IZC. ��,��. OOMt�i P�,'SC S�
�lz �1C7.�L C.17R�.�oRA'7tCt�7 . . - � C1A' L•0� $r & 4� � $ ��'S�'7�`'�.
P+l/^i, 'x'��I�E d�f!1'CY„ il�,D. r S.�.C, . - „ .•
S'1'EP�i T.I'I'�E C�� 'C'C�A1�3Y ' , ' . . , . - �
�.�.. G� & rN�: i#_ i7M(a�13 • ���: � 1�1 O� 1��� •
, ' �� D�7S� � & ��1 Dk��
��+�V�'�7Qb1 c �0. S7 ` . N.Ca.'�..D, 29,
� �,qv�� ;1,���c�i�z ��'�, ' :' , c j
1/u� //�� �OL
���' G-�,�'�.�.-.�� � � � �.;/� � er��� G����rr�.-�-
C�����- ; �� .� � �' G ���%���� � � , .
�P'�J:�1: T.�l7:t� ��'�?'�"�2'�?' F�`i�5r A�G��G TO `.@El� D4AP � P�A'�"r
'I�[' P.+"'JCSt� ' 9 3�O ��'� �1�� &�4G� ��� �' O�' p��5 qp�+Xr � k�; l4S �dC� ro I
. .. . �y �
� . , . . . . . • ' . �
� �I'�QWiVS�1P 2.��,,.,,,.,_, g W4NC9F + 1 G � ,, .. , . , .�� , . , �
' �-----=---- �� CQU,M'tY, �l.t��2 .
�g � , , • ., . . ,. ,
� �� p '. � �!l1tQY.0A'IW�1 • � i � � ' � �s'
H �
°�-'P°�°r ' . �r,T: r " HiRO ' r�
0-�1 p ' . �i '°
oa: ' , w' • �+' r� r
� •� �'��.COl3j f�-1-10 � S�► ,�,' ��y �-96►-1 p, . •, . ,
,, .�.^.... ..�. .� „
�c�u� �i' r9�ir�v�i�� . , � � ��+:'�.�x�c�i ,�a
� �� � .� � rrA� �.
iA NUe.1�61' ATil.tx OpMOF� pq}t 'r `""'-�.. .. •
l8' OF � • , •
p1ol�� �aMOVyIV�' " � � . 2��Qi '��,'� •�'L •'�P� '
r. . . . • �t . � . AR�+1�1%Sr �i,. �I�bA£I
i , ouAwre, a�o `"�, �a?�•7�8�$32l i►1�',� �7-73�8--�341 �
5L9-3 658-Z fii000/E00ad dS9 -WO�i3 ��3 -OJ. i�5 � 50 EZ ,-8Z-LL
0
l7i■
crn-� ( c
� wi►
o� �
� �
� • -�i�
��