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. � LL City of Clearwater
° C e rwater Planning & Development Department
100 S. Myrtle Avenue, Suite 210
� Clearwater, FL 33756
Phone: (727) 562-4567
Building Permit Application wwwmyclearwater.com
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PROJECT/JOB NAME
PROJECT ADDRESS 90 �I r I-1 ZIP �7%
PROJECT gUSINESS NAME PHONE
LOCATION
PARCEL NUMBER �rI / 29 /�(o /�.3`%Srf / 000 / Q'//0
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DESCRIPTION:
NATURE
OF WORK
(CHECK
ALL THAT
APPLIn
�UIIDING
�MECHANICAL
� ROOFING
❑ LANDSCAPING
❑TRAFFIC OPERATIONS
TYPE OF WORK: ❑NEW
VALUATION: $ 'i�.3�
� ELECTRIC
� GAS
❑ ENGINEERING
❑ UTILITIES
❑ CLEARING & GRUBBING
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❑ LAND RESOURCES
❑ PLN/ZON
❑OTHER OFFICE ONLY
ITION ❑REMODEL�REPAIR❑DEMOLITION❑OTHER
MUST BE FILLED IN, PLEASE PRINT CLEARII�
(LABOR & MATERIALS INCLUDING ANY CUSTOMER SUPPLIED PRODUCT)
PROPERTY
OWNER
(MUST HAVE
PHONE
NUMBER)
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ADDRESS `70'! f'ar/hn�-,n 1d1.
CITY C�IQl1.�-'i✓Q �L4-�' STATE �L ZIP ,3,3 %!�S
PHONE *EMAIL
NAME OF COMPANY-�J2f/S{,or.� (:kSTorn [:O�tYa��,
CONTRACTOR �IC. HOLDER�Qrn —NQrY�l�nv,� PHONE ��3n9- ��3�
IP«SE ADDRESS ���3 UGn�c,�re ��-
PRINT
CLEARII� C J Q.rr�� o� STATE C�l ZIP 3?�(e 3�l
STATE LICENSE # C.�«S(e�ilpnl PCCLB #.SCgC (� SG`1(.c9
CONTRACTOR EMAIL �a�c��,rY'ro.-� a� �1c�.s crc.�r�s . GO-r,�.
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OFfICE ONLY
., PLEA5E ENTER PROPERTY ADDRESS HERE:
9Q7 EQ�LH�4M
BCP2016-08037
SCREEN ENCLOSURE
PAPPAS, CONSTATINE
Zoning:
,� �
Atlas #: 281 B
�.,�, � w.� .a. .�.� . � �,e��..�,, � ,: ��� � �
NAME
ADDRE:
ARCHITECT/ C�� �� n STATE ��. ZIP .�S�oZ
ENGINEER
PHONE 8/3 � 788- S'3/�
*EMAIL
GENERAL
PROPERTY
INFORMATION
EXISTING BUILDING USE _
NUMBER OF STORIES
SQUARE FOOTAGE: LIVING
GARAGE/CARPORT
PROPOSED BUILDING USE
BUILDING HEIGHT NUMBER OF UNITS
COMMERCIAL
OTHER TOTAL 7`�s ��' {�� •
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Anyone planning to do excavation work, must notify the one-cail "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 laws regulating construction in this jurisdiction.
CERTIFICATION:
1 HAVE COMPLIED WITH ALL THE FEDERAL STATE AND LOCAL ASBESTOS REGULATIONS CONCERNING NOTIFICATION OF THE
PROPER AUTHORRIES OF THE PROPOSED DEMOLITION AND RENOVATION PROJECTS.
WARNING TO OWNER: YOUR PAILURE 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 AiTORNEY BEFORE RECORDING 70UR NOTICE 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 deviation from information submitted, unless approved by the Building Official will render this permit
null and void.
IS THIS APPLICATION THE ESULT OF A STOP WORK ORDER OR NOTICE OF VIOLATION? YES NO ,�
of Licen�elHolder OR Authorized Personnel
�
Please Print Na e Here / Title in Firm or Homeowner
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AUf 0 2 c��� �
�.�Y___
PLANNING & DEVELOPMENT DEPT
�,ITY „OF CIEAR�NATER_ _ _
REV. 10-28
.I#: 2016213898 BK: 19265 PG: 399, 07/14/2016 at 10:04 AM, RECORDING 1 PAGES
$l0.C10 KEN BURKE, CLERK OF COURT AND COMPTROLLER PINELLAS COUNTY, FL BY
DEPU�Y CLERK: CLK101888
4
a,-t"r QE �'l'lRI�A PIN�'�.L�.' COUNTY
°���' +y t� eh9 c,�.> uiy ih t ihe �oregeing is � irue
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Permit Number
Parcel ID Number 07-29-16-93757-000-0110 Fj
'F� ts v r F
NOTI>CE OF COMMENCEMENT
.Sf8t2 Of FIO�Id��B. �� TN13A4FAl5RESFRVE�FORCLERI�GFTHEC�iJRTCER7I=�CHTION- �
County of Pinellas
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 i� this NOTICE OF COMMENCEMENT.
1.Description of property (legal description): VARSITY ESTATES LOT 11
a) Street (job) Address: 907 EARLHAM DR CLEARWATER FL 33765
2.General description of improvements: New sereen room with screen roof
3.Owner Information or Lessee infarmation if the Lessee contracted for the improvement:
a) Name and address: PAPPAS, CONStATINE N PAPPAS, MONICA A 907 EARLHAM DR CLEARINATER FL 33765
b) Name and address of fee simple titleholder (if different than Owner listed above)
c) Interestin<properry: 100%
4.Contractor Information
a) Name and address: Hartshorn Custom Contracting 8813 Venture CV, Tampa FI 33637
b} Telephone No,: �843)620-0931 Fax No.: (optional)
5.Surety (if applicable, a copy of tlie payment bond is attached)
a) Name and address: N/A
b) Telephone No.:
c) Amount of Bond: $
6. Lender
a) Name and address: N/A ------- ;
bj Telephane No.: PLANNING & DEVELOPMENT DEPT ,
7. Persons within the State of Florida designated by Owner upon whom notices or other documents n
713.13 (1) (a) 7., Florida Statutes
a) Name and address: N/A
b) Telephone No.: Fax No.: (optional)
S.a.ln addition to himself or herself, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b); 'Florida Statutes.
b)Phone Number of Person or entity designated by Owner. '
9. Expiration date of notice of commencement (the expiration date may not be before the completion of construcGon andfinaf paymenttathe
contractor, but will be 1 ear frorn the date of recordin unless a different date is s ecified : ' •70 `
WARNING TO 01NNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE QF COMMENCEM�NT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIbA STATUTES, AND GkN RESULT 1N YWR <
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB S1TE BEFORE THE FiRST INSPECTIQN. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK Olt RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing�otice of commencement and that the facts stated therein are true to the best of my
knowled d belie �
� �afl� �lle ������k S
(S, nature of Owner or Lessee, or Owners or L` thorized Offic�dDrcectorlPartnedManager) (P�int Name and Pinvide Signator�s Title10
The foregoing instrument was knowledge bafore me this �_ day of , 20
by C n�,n� d�1 n e, �a�� G71 aS ( of authority, e.g. officer, trustee, attomey in fact)
for , as
(Name of Parson)
for �"`
Personally Known Produced ID ❑
Type of !D �� � -1�y - l 7-ab�-b Notary Signature
Print name
(type of onty,...e.g. offlcer, trusfea, attomey in fact)
behalf of hom' strument was executed).
.
i4°���"k� �a�a11 W Davenport
< My Commisswn FP 04599�
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APPROVED
CITY OF CLEA ATER `
ENG EERING EPAR`ME ��
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By: __._.,...._.__. �
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General Notes
A. CONCRETE & FOUNDATION DESIGN:
l. :aLL CONCRETE GR�E BErL'viS AND FOOTINGS SIiAL,L BE 3000
PSI :�IINIMIJM.
2. ALL Cc�NC'RETE FI]-LF,D StPPORTED SLAF3S SHAI,I, HE 2500 PSI
MLNIM[JM, 3 1/2" NONIINAL THICKNESS.
�. FIBERMESH (3/4" Pf:R CIJBIC YARD MIN.) MEETTNG
APPROPRIAI'E ACI .�ND ASTM REQUIREMENTS MAY BE USED
IN LIEli OF WELDED WTRE NiESH
4. �11I.L SLA$S ON GRADE SFiALL BE 4" THICK WITIi FIBEI2I�1ESH.
5. AL,L RF,INFORCING SH.4LL CONFORM TO ASTM A615, BE C,R.<1I�E
b0 (60 KSI MIN.) DEk'ORIvfED BARS, #3 BARS MAY IIE GRADE 40
b. AI,L OVER POCR CONCRf:TE FILLED SUPPORTED SLABS SHALL
SE 3000 PSI MIN, 2" MINIMUI�i. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMU;�1 C)F' 1500 PSF'.
8. THE CO:v�C12ET'E SHAI,L CONFOR�vi TO ASTM C94 FQK'I'HF.
PbLLOWING:
OPC (PC)RTI,AND CEMENT TYPE 1,- AST'M C 150).
��GGREGA'I'E.S -#6 STONF, , ASTM C 3� SIZE NO. G7 Li�'SS THAN
3;4".
AIR ENTRAII�IING +/- 1°,'0 - ASTM C 260.
WATER REDUGING AGENT - ASTM C 494.
CLE�,N POTAHLE WATER.
OTHER ADMIRTURES SI-IALL NOT BE PERMITTb;D.
9, :�II:1'AL WF.LDED V✓IRE SHALL CONFORM TO ASTI�f A 185.
10. PREPAIZF. & PLACE CONC'RETE ACCORDING TO AIv1i:RiCAN
CONCI2E'I'E INS'I'ITUT'E h4ANliAL STANDARD PRAC'TICE, Pr1KT l,
2, &� ALONG WITH HUT Vl-'EATiiER CONDITIONS
ftECUhIIv1ENDATIONS.
11. IF UTILIZING E�STING CONCRETE FOR FOUND,�'['Ip�1,
('C�NCRETE SHAI,[, AE. A MINIMilivi OF d" IN THICKNESS,
VISIT3LY FREE OF ANY S'I'RliC.'fi1KAL EXCESSIVE CRACKING,
SI'AI.LING OR OTFfER DF.TERIORATION.
B. MASONRY:
t. CONCRETE MASUNRY Li�TITS (CM[J) SHALL BE S'I'ANUARll
HOLLOW LNITS AND SHAI,L BE 1900 PSI MIiv'IMl?M SASED ON
TYI'E M OR S MOR'CAR.
2ALL M012Tr1K SHAL-L BF. OF TYPE VI OR S.
3. AI,L GROIJ'T SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMIJM COARSE AGGREGATE SIZE OF 3/8".
4.PRUVIDE CLEAN-OUTS FOR REINFORCED CELL$ CpNTr1INING
REIIVF022CEA�N'C WI-IEN GROUT POtiR EXCEEDS 5'-0" [N
HEIUHT.
C. ALUMINUIVI:
1. ALL STRLCTURAL ALL�vIINL�i SHAL,L CONFOR1�41'(� THE
A�IlNIM[JNI itEQL'IREMENTS OF 600ST5 FOR ALL01 WITH A
MINIA�I[JM T'HICKNESS OF 0.040" FOR SUPPORTINU hIl:h�3ERS.
2. WHERE KTCk PLATES AKE USED A MINIh3UM TkitCKNESS OF
0.024" SIiALL APPLY.
3. STRUCTL�RAI, ALL'MINUM DESIGN CONFOR'�IS `i'O °`PART I-A -
SPECIFICATTUNS FOR ALUNIINtJIe1 S7'RUC'i'URES - ALLOW��ALE
STRESS DESIGN" UR "P.ART t-B - SPECIFICATTONS FC7R
ALL'MINL'h1 S'TRUCTtnZES - BUILDING LOAD AND KF;SISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN M:INUAL 201Q
PREPARED BY THE AI,LJMINUM ASSOCIATION,
INC.WASHINUTON D.C. TfIE FLORIDA BUILDING CC)l�E Sth
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
AL,UMINUM).
4. WHEKE ALUMINiJNi COh1ES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELEC'TRIC
SEP.ARA'I'ION.
5. ALUMINUM NIF3MBERS SHALL HE STI'TCHED WITH NO LESS
'fHAN # 10 Sn-1S 6" FROM THE ENDS A1VD 12" ON CENTER, IF
L'SING # 12 SPACING MAY BE 24" ON CENTER.
6. VINYL .AND ACRY7,IC PANELS SHALL BE REMOVABLL". THEY
SHAI.I. 6E IDENTIEIED WIT'H A DECAI, ESSF,NTIAL,LY STATING
"RF,MOVABLE PANEL SHALL BE REMOVED WHk;N WI;VD
SYEEUS EXCBID 75 MPH" . DECAI. SHALL BE PLACF.D SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
7. 1"X2'.kQ045" NON-STRliCTURAL MEMBERS SHAI,L HE
AT'TACf�T) TO HOST WI'Pfi 1/4"(d l 1-3/4" EMBEbI�1FNT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVAI,ENT SI7.E
WUOD SCREW WHF.N IN WOOD &#l0Y 1/2" EM$Ell1�',NT SMS
OK TEI{ SCREWS IN ALUMINi1NIh�MBERS TYPICAI..
D. FASTENERS:
1. ALL I.,AG BOLTS SHAI,L CONFORM TO STAINLESS S'T'I:F.,L TYPr
300 18-8, ly'IT'H STANDARI) FLAT WASHER UNL�SS
MANiJF'AC1'liRER GALVANIZES BOLTS SPECIFIES FC)R liSE
WITH ACQ PRESSURE TRF.ATED WOOD.
2. iiEY BOLTS HAS TO BE ASTh4 A 325, PI,AT'ED WITH STAi�IDARD
FLAT WASHERS �IND NUTS.
;. AI,I., CONCRET� SC'REWS SHAL,L BE, SIMP50N, HIL'TI, RAt4'L,
TAPCON, REi]HEAD, DYNABOLT, POKTEC7' OR APPROVEU
F:QUAL.
4 ALL NffsT.AL TIES AND ASSOCIATED ACCESSORIES SH.4LL BE
FIOT DIPPED GALVANIZED.
5. ALL LAG BOLTS SHALL HAVE A MI1VIht[?M EMBF.11MF.NT OF 8X
BOLT DIAI�SETER INTO STRUCTUIZAL, FR���RN(, (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FR,�'vIING SHALL BE
P120VIDED WITH PILOT HOLES HAVING A DIr1.�vIETER NOT
GRF.ATER TH:4N 70 PERCENT OF Tfi� T'HKF?.D DIAME'I'ER OF
THE BOLT OR SCREW. ALL LAG BOL,TS AN17 SCF2F,WS SHALL BE
INSERT'�.D IN PILOT HOLES BY TURNING A:v'D UNDF,R NO
CIRCUMSTANCES BY DRIVING WITH A H��R.
?. AI,L EXPANSION ANCHORS SHAI,L $E I�ESIGNED IN
ACCORDANCE WITH THH SPECIFIC h4�NUFACTLR2ER'S
�Q�1[g�IvfENTS AND ALL0IVABLE I,(JADS AND SFiAI,L O?�II.Y
BE .4PPLIED IN CONDITIONS ACCEPT �k3i.,E Tp
MANLJFACTURER. FASTENERS SHAI,I., �3F: A NIINIMi�M Of� SAF
GRADE #5 OR BETTER ZINC PLATED.
s. ALL FASTENERS CONNECTING ALU��NUM COI4iPOi�1ENTS OR
PRESSURE TREATED LUMBER ARE STAINLF,SS STFEI, TYPE 300
18-8, LR�'LESS MANUFACTURER G.AL.VANI7ED BOLTS SI�ECIFIBS
FOR USE WITH ACQ PRESSURE TKEATF..D WOOD, OR
OTHERWISE NOTED ON PLANS.
�. AL,L FASTEN�RS SHALL, C0�1PLY WIT}i ASTAd A15 �.
to. ALL CONNECTORS SHALL CC��,g>�,�' �T'H ,�STM A653
CLASS G-185.
� t. FOR Sh4S, THE MINIMUM CENTER-TC�.CF;NTER SPACING
SI-IALL BE 3/4" AND MIlVIMUM CENT�R-TO-EIX',rE SHAI,L BEi lf2"
iJNLrS5 NO'I'ED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
Asrhs E 1300
ASCF. 7-10
2010 AI.UMINUM llESIGN MAIv'L?AL•AA ASN135, ?.IVD SPEC, FOR
AT.UMINUM PART 1-A, & 1-B
as'r:� �9a
�s�rn� r. iso
ASTM C33
ASTIvT C'26�
ASTM C494
ASTM A615
ASTM A185
FLORIDA Bi.?II.DING CODE Sth EDITIC)N (CHAPTERS 16, 20 & 23).
F. ABBREVIATIONS:
'CHE F�LLOWING LIST OF ABBI2EVIATTONS IS NO'I' INT�NDED
TO REYI2ESENT AI,L'I'HOSE USED ON TIiE:SE T?RALI�INGS, BUT
TO SLIPPLEMENT THE MORE COMMON Ai3BREVI,qTIONS.
t. TYP --1'YPICAL,
z. SIM -- SIMILAR
3. UO� -- UNLESS OTHERWISE NOTED
a. cahT -- c:oNTTNUOUs
s. VIF -- VERIFY IN FIELD
G. RESPONSIBILITY:
t. ALI, SITE �VORI: SHAL,L BE PERFORl�rIED By A LICENSED
CONTRACT'OR IN ACCORDAIVCE WI'I'H APpt.,ICABLE AUILDING
CODES. LOCf1L ORDINANCES, ETC.
2, CON'I'R4CTOR SiiALL VERIFY ALL DIhg.NSIONS .�'�ID DETAILS,
;v'O'TIFYING ENGINEEK OF ANY DISCRT3PANCIES 13�TWEEN
DRAWINGS, FAF3RICATEll ITEMS, Ok ACTL?AI. FIELD
CONDI'I'IONS.
3. Tf�ESE DRAWINGS REPRESENT THE ACCfiPTA$ILITY OF THE
'SUNROOM' ROOM ADDITION EI,EME;NT'S AS F'ROVIDED BY'1"HE
CONTRACTOR.
a. AI,L DETAILS ON THESE DRAWINGS ARE, F,NGINEERF.D B.ASED
ON INFORMATION PROVIDED BY TFiE CC)NTRACTOR AND
I�fANUFACTURER.
5. A1Vy DETAILS NOT SHOWN ARE TO BE F.NUINEERf:D BY A
I,ICENSED P.E. IN ACCORDANCE WI'1'H STA;VDARI)
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMIIVUM ADDITIONS ARF, NOT TO HF INSTAL,LEll ON A
MA.T�IIJFACTURED HOME, TRAILER F�O?vfki, OR PRf;-FAt3 HO:�UE. IF
TF� EXISTING STRiiCTURE IS ONE OF� 'tIiESE, A SEPAI2A'TE 4TFi
WALL SUPPORT SYSTBM MUST BE FNGINEERF.D SO TI�AT NO
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN. LLC
AllDITIONr1L LOADING IS PI,ACED ON THE MANUFAC:TURED
HOME.
2. IF ENCLOSL'RE CONTAINS A SWIIvL��IING P(7C)L OR SPA, THE
ENCLOSIJKE SFiALL COMpLY WTT'H RBSIDENTIAI, SWIMMING
BARRIER REQUIREMENCS Uf� TFIE FSC Sth EDITION
R 4501.17IN ITS ENTIRETy,
3. DOOR LOCATIONS MAY $� pgTERIe�NF:ll IN THE FIELD BY
CONTRACTOR.
� IP PA�'ERS AKE UNDER AI,L��INL1M N4EMZ3ERS THEY SHAI.L,
HAVE XY ADHESIV ' '
EPO k T��UNCRE7'E OR IF USING GROUT,
EvSURE BONDING AGF.NT IS USED FIRST.
5. SCREENING MATERIAL SF�TALL BE 18X14XOA13 OR
EQUIVAI,ENT DENSITY SCItEEN MESIi ONL�" LNLESS NO'I'ED
ON DRAWING S-2.
6. PLEASE NOTE: 2x2 (typ) DIAGONAL $RACING SHALL BE
2",Y2"<10.055" MATERIAL, UNLF.SS 01'HERWISE NOTED ON S-2.
DESIGIY DATA:
1. ULTIMATE DESIGIV WIND SPEED Vult, (3 SECOND UUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF: 7 PSF
SCREEN WALLS: 25 PSF
SOLID ROOF (SCRF.I:N W.4I,L): N/A
COMFti)NENTS AND CLADDING LOAD: N/A
��35'iC�PH
104 MPH
1
B
5. FACTOR APPLIED TO S('RI".EN W7Nll LC)ADS FOR 18X14X0.013
OR EQUIV ALENT DENSI'fY' SCRF,EN N[F;SH: 0.88
G. FACTOR APPLI�D TO S<'REEN WINI� LOADS FOR ALLOWABLE S1'RESS DESIGN: 0.6
7. IdVE LOAD:
30016. VERTICAL UO�I'NLOAD ON PRIMARY' SCREEN ENCLOSURE 1�fEMBERS.
2001b. VERTICAL DOWNLOAD nN SCREEN ENCLOSIJRE PURLINS.
8. EXIST'ING SLAB ANU OR FOOTINC, Ivii"�.ETS THE RF.�UIREMENTS TO RESIST THE
UPLOADS FOR TI� PRppOSED STRL'C1'i'R�.
9. SCREEN ROOF TYPE : iVIANSARD
10. SOI,ID ROOF TYPE: N/A
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2 x 2: ---------------------------------------2" x 2" x 0.044„
2 x 2x055:-------------�-------------------2" x 2" x 0.055„
2 x 3: ---------------------------------------2" x 3" x 0.050�,
2 x 4: ---------------------------------------2" x 4" x 0.050„
2 x 5: -------------------•-------------------2" x 5" x 0.050�,
OPEN BACK SECTIONS
1 x 2:----------------°---------------...---- 1" x 2" x 0.040„
1 x 3: ----------------------------------------1" x 3" x 0.045„
SNAP SECTIONS
2 x 4:----------------------°----------2" x 4" x 0.045" Snap
2 x 4H :---°------------•-------------2" x 4" x 0.060" Snap
2 x 5:--------------------------------- 2" x 5" x 0.055" Snap
SELF MATING SMB
2 x 4 SMB:------------------------2" x 4" x 0.044" x 0,100„
2 x 5 SMB:------------------------2" x 5" x 0.050" x 0.118"
2 x 6 SMB:------------------------2" x 6" x 0.050" x 0.120"
2 x 6 H SMB:---------------------2" x 6" x 0.072" x 0.224°
2 x 7 SMB:------------------------2" x 7" x 0.057" x 0.120°
2 x 7 H SMB:-----------�---------2" x 7" x 0.072" x 0.224"
2 x 8 SMB:------------------------2„ x 8" x 0,072" x 0.224"
2 x 8 H SMB:---------------------2" x 8" x 0.082" x 0.306„
2 x 9 SMB:------------------------2" x 9" x 0.072" x 0.224"
2 x 9 H SMB:---------------------2" x 9" x 0.072" x 0.306"
2 x 10 SMB:----------------------2�� x 10" x 0.092" x 0.374"
. ,�'r .
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PLANNING 8� DEVELOPMENT i���'`�
t HEREBY CER7'l�Y TH T 1 HkVE RF.VIEWED
THISPLAN pb����'0�y IN
COMPLIAP6� S(�'7-1Q�, &'�C 5th
EDITI�A ,.•••.,,v%'� �
qo ��IC�NS,y�.�,
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��tS�s r'.� � ��P �o •',•�(i ���
�� �^ ' •-�---• -aL��
David W. Smith P.E.
FLORIDA I,[CENSE: 53b08
Thom�s L. Hanson P.E
FLORIDA LICENSE: 38654
Mark I�. Dunn P.E.
FLORIDA LICENSE: 73968
joel Falardeau P.E.
FLORIDA L[CENSE: 70667
Erik Stuart P.E.�
FLORIDA LICENSE: 77b05
FBC Pl�ns & Engineerir
Servic�s, Inc.
6272 Abbntt Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)7gg-5314
Fax# 1-(8(,6)824-7894
E-mail-erh@�cplans.com
Website-www.fbcplans.com
C.O.A.-#29p54
DATE: 7-.18-16
DRAWN BY: TLK
REVISION; DATE:
RO 1
RO 2
RO 3
RO 4
J�ob# 1607Q601
PROjECT ADDRE�
RESIDENCE
907 EARLHAM DR
CLEARWATER, FL
CONTR.ACTOR:
HARTSHORN CUSTOM CO
8813 VEN7URE COVE
TAMPA, F� 33637
www. hcecscreens. corr
NOTES
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PLANNING 8� DEVELOPMENT OEPT I
CITY F CL R: TER__=,_ '
�� ��
� '''� i�_
D -
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pLANNING & DEVELOP+v�t�'
CITY OF r' �"' �
I HC�;RBBY CERTIFY THAT I HAVE REV�EWED
T'NISPLANAND Q�I�CtA110�j IN
COMPLIANC�IA�I���CF�10, & ���th
EUlT10,`�� ����, ,J•�'(� �i�
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PRQ�C 9� L' ENC31D � • • •�A `� `
ENGINE fiq d fl?
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.�i
FLORIDA LICENSE: 77605
FBC Plans & Engineeri�
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.tbcplans.com
C.OA.-#29054
DATE: 7-18-16
DRAWN BY: TLK
REVISION: DATE:
RO i
RO 2
RO 3
RO 4
job# 16070601
PROJECT ADDRESS:
RESIDENCE
907 EARLHAM DR
CLEARWATER, FL
;ONTRACTOR:
ARTSHORN CUSTOM CONT.
B13 VENTURE COVE
AMPA, FL 33637
rww. hcccscreens. com
FLOOR PLAN
S-Z
I HEREBY CEkTIPY THAT 1 HAVE REVIEWED
• I THtS PLAN AND F'OUND IT TO BF. IN
3J16" AI,UM WtJM GUSSET 1" X 5" OR 7" X6" WIDTH HXTRUDF.b i (6)- #14 X 3/4"5MS COMPLtANCF: yV�'�4�6C6►�}(j�& pgC Sth
2" x_PURLINS (SF.E A-i PLATE GUTTER BRACKET(TN[CKNESS OF LEG I OPTIONAL: 1' X2"OPE[V ATTACH[NG ANGLE TO BEAM EDITION. ,,�� ����
FOR S17.E)ATTACHED TO B#14X 3/4" SMS @�G SCREW SHALL BE 0.125" MIN. (4) 1/4" 0 X 2" EMBEDMENT WOOU BACK ATTACHED TO HOST �� �F�,�; .,C', , ST ��
EACH S[DE (1" MIN. SPACING) �� • • (l � �
BBAM w/MiN (4) #10 x 1�" LONG LEG SHALL BE 0.072" MINJ SCREWS @ BRACKET &(i) SCREW W/ (1� 1/4" A CONCRETE � ••'�', C E NS �-�`A ��
SMS C� � e � � I @ EACH BEAM W/ (4)#14X3/4" SMS 1" @ 12" O.C. MAX SCREW OR LAG WITHIN 6" � �,� ��
� ' SPA. INTO GUTTER L1P OF BEAM &@ 24" O.C. MAX // �*' e ND j
EXISTING HOST STRUCTURE / � 76
• ' \ �BETWEEN BEAMS � i ` � : OS
• s O / i �'��
q 'S`L + \ \ � pF, O / / •� ;f�i�; � *
� v � � � I � O / � z'„�` S rA� � '�
� .
N \ � • • • • e EAM/PURI,IN � � �� � ��� � ��� / : 4 �
� � (SLOPED qR � � �" �i S✓ . R I D P.•��•. � ��
\ � �c1 i � FLAT) O • � PR6F �S � �T.i � �; �
� o I � ENGIN p :
\ Q�PTEw�D�x \� • o � David W. Smith P.E.
2" x 2" x i/8' � 5" SNAP SUPER �B� ' 1/4" 0 CONCRETE SCREW � i� FLORIDA LICENSE: 53608
ANGLF. EACH SIDE �-- W/ 1-1/2" EMBEDMENT INTO �
,fte NOTES: W/ (4) #14X 3/4"FOR \ GUTTER MASONRY � ���
y,0 1. "N" NUM$ER OF SCREWS IN ANY SF,AM (4) #12X3/4" 1" X 2" SNAP (1-1/2" MIN. SPACING Thom�s L. Hanson P.E
� FLORIDA LICENSE: 38654
DIRECTION. (EXAMPLE N=5 FOR 2X6 BEAM) I FOR PURLIN (FASTENING NOT REQUIRED) OR
BEAM ��B° ��N�� ��SZ° "S2�� 2• TOTAL NUMBER OF SCREWS PER �OINT I 1" X 2" X 1J16" (B)- 1�4" QI X 2° LAG SCREWS SLOPED OR FLAT Mark k. Dunn P.E.
EQUALS 4 TIMES "B". RECEIVING (2) #14 X 3/4" SMS (typ) EA. SIDE (NTO WOOQ 1" MIN SPACING ROOF BEAM SEE FLORIDA LICENSE: 73968
ZX4 12 4 3/4� 1-Z�� 3. PLATE W1DTH SHALL BE DETERMINED CHANNEL (4) #14 X 3/4" SMS INTO CUTTER � � � �
2){S 12 4 3 4� 1- " FROM ANGLE OF BEAM AND MIN. SPACF:S (TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) oel Falardeau P.E.
� REQUIRED. EXCESS BEAM (2) #14 X 2" SCREW FASTENING ANGLF. I NOTES: Z°X2"X 0.125° ANGLE FLORIDA LICENSE: 70667
ZXE 16 S 1° 1- ° 4. GUSSET PLATHS MAY BF. INTERNAL OR MAY BE TRIMMED TO 1" X 2" SNAP (typ EACH SIDE) ' BEAM "B��
� GA. SIDE OF BEAM
EXTERNAL. I 1. THE M[N[MUM EDGE
NOTES: � 2x4 1 Erik Stuart P.E.
5. tNTERNA[, SCREWS FOR PURLIN DISTANCE [S 3" FOR MASONRY EXISTING HOST STRUCTURE
2X8 24 7 1" 1-4" CONNECTION MAY BE INCLUDED IN 1. FASCIA SHALL BE SECllRED TO RAFTER TAIL WITH (1} -1/4" � X 4" LAG SCREW � STRUCTURES. (CONCRETE, GROUT FILLED FLORIDA 1,IGENSE: 77605
�� �� TOTAL NUMBER OF SCREWS. PRIOR TO GUTTER [NSTALLAT[ON, � 2X5 2
2X9 24 7 1 1- 2. A T' GUTTER MAY BE USED PROV[DED STRAP LENGTH IS (NCREASED 2" IN i 2, IF A RECENWG CHANNEL [S CMU OR WOOD)
6. GABLE SPLICE HAVF. THE SAME PATTERN• i LENGTH. I ZX6 2 USED, USE TWICE THE HUMF3ER FBC Pl�ns & Engineering
ZXZO ZH S 1 1-4�� 7.MINIMUM EDGE DISTANCE REQUlRED i/2' � "B° ANCHORS INTO THE H�ST
3. HOST STR�CTURE SHALL HAVE 2X4 ROOF TRUSSES (MIN) @ 24" O.C. (MAX) W[TH 2X7 3 Services, j11C.
2'-0" OVERHANG (MAX) FnR PRIMARY I3EAM TO GUTTER CONNECTIO[Y. STRUCTURE. ALL MINIMUM 6272 Abbptt Station Dr. ilnit 101
B BEAM SPL[CE GUSSET DETAIL TYPICAL i 2X8 3 SPACING SHALL BE APPLICABLE. Zephyrhills, FL 33542
S-3 SCALE:NTS OPTION #1 OPTION #2
A I 2x9 3 A Ph# (813)�gg-5314
BEAM TO GUTTER & BRACKET CONNECTION DETA[I� , BEAM TO HOST TO CONNECT[ON DETA[L Fax# 1-(8(�6)824-7894
' SCALF.: NTS
S-3 N.�rs. � 2x10 4 S-3 E-mail-erb@ft�cpians.com
_ ---__ . _ _ ___. . -- ---- ------ -----_....
_ _---- —. ___ __ ---- ---------___.. �__._
_ . ----_ ----- _ _---------- ----. .--
_- ---_ __ ,.. . .__ _------ _._ . ----- - __._. . _----------
Website-www.fbcplan s.co m
I r.______ CAA.-#29054
�
�
EDGE MEMBER � DATE: 7-18-16
OR PURLIN 1-1/2" X 0.0625" PLATE (12) -#12 X 1" SCREWS �
(2) #10X4" SMS [NTO SCREW (TOP OR BOTTOM) @ 1" SPACING � FOR SLOPED BEAMS, �� DRAWN By; TLK
MAINTA[N ALL SCREW SPACING i
— --- BOSSES FOR EDGE MEMBERS i FROM F.DGE OF BEAM �� REVISION; DATE:
� � �SELF-MATING BEAM
2" X 2" EDGE BEAM ; i SHAI.L BE NOTCHED RO 1
I PURLIN i 5/p' FOR UPRIGHT
I 2" x 2" SNAP EAVE RAIL SECTION RO 2
------
e o (2) 1#10 X 3" SMS INTO UNLESS OTHER [SE SHOWN 0 i
e� 1" X 2" FASTENED TO COLtJMN SCREW BOSSES CONNECTING �N S-2) -ATTACHED TO BEAM W/---.- 0 � �� RO 3
e 0.0625" 6063-T6 FLAT PLATE EDGE BEAM TO PURLIN (2) lOX 1-1/2" SMS INTO SCREW iI
s W[TH (2) #10 X 1-1/2" SMS BOSS O O i i
DIAGONAL •e � I W/ (12j#10X3/4" SMS INTO SCREW BOSSES FOR �' � OI� � i RO 4
MEMBER ° I I (M[M. 1/2° EDGE DISTANCE) ( SMB OR SNAP COLUMN � O O i) ��� Job# 16070601
� � � � 1" X 2" SNAP � il i�
PROjECT ADDRESS:
� � cot.uMN 1" x z° sNaP � RESIDENCE
I � EDGG MEMBER
I � OR PllR[.IN 907 EARLHAM DR
4"�i�r�tc�j � � CLEARWqTER, FL
I I U
I I ( (12) t#14X 3/4" SCREWS
NOTE; A RECENING CHANNEL (i/16" ' ^� � CONTRACTOR:
THICKNESS) WITH (4) #10 X 3/4" SMS AT EACH AU�j � Z����J
CONNECTION MAY BE USED IN PLACE OF THE HARTSHORN CUSTOM CONT.
(2) #10 X 3" SCREW BOSS CONNECTION. NoTS: (io) #14x s/4" SMS MAY BE U EP F�Q.R b�L�_—y��fO�PT 8813 VEN7URE COVE
N
CITY OF CLEARWATER TAMPA, F� 33637
E ROOF BRACING COKNECTION pETA1L I D UPRIGHT TO BEAM CONIVECTION - ALL WIND ZONES
www.hcccscreens.com
S-3 SCALE: N.T.S. C SLOPED QR FLAT PURLIN UPRIGHT DETAIL S_3 SCALE: NTS
�
S-3 SC,AI.E: NTS DETAILS
� � S-3
,
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PAR7 WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LlC OPYRIGHT
2" GUTTF.R BRf1CKET RFQUIRF.D
AT PUFLIN ATTACHMENT
POINTS w/ (2) #12 X 3/4" SMS
INTO GUTTER LIP
1" x 2" x 0.045" 0. B. OR 2"X2"
MEMBER W/ (1)#14X 1/2"
DEEPER DEPTH THAN MEMBER
@ ANGLE & (1)#14X 2-1/2" @
24" O.C.
PURLIN
[1) 3/8" LAG SCREWS @ EA. GUTTER
RRACKET &(i) @ 12" O.C. MAX- MIN
EM$EDNF.NT SHAI.L BF. 2"
2" x 2" x.125" X ALUMINUM '
ANGLE w/ (4) #12 x 3/4" THE HOST STRUCTURE SHALL
SMS INTO PIJRLIN ON EA HAVE AT LEAST A 2"X4"
S1DF. &(4) 12X1-1/2" INTO FASCIA AND ROOF TRUSS
GUTTER OR OPTIONAL (2) # SYSTEM. CONTRACTOR SHA[,L
10 X 3" SMS THRU PURLIN VERIFY TH[S AND [F
SCREW BOSS. SMALI.F.R- CONTRACTOR
SHALL BR[NG STRUCTURC UP
TO A 2"X4" FASC.[A AND
ENSIJRE LESS THAN A 2'-0"
OVERHANG.
A1 GUTTER BRACKET & PURLIN ATTACHMENT DETAIL
S-4 n.�r.s.
OPTION #1
(4)#10 x 1 �" SMS
INTO SCREW—
BOSSES
2"X2" OR 2"X3"
PtJRL]N OR GIRT
OPTION #2
RECE[V[NG CHANNE[.
OR ANGLE EA. SIDE (ty�)
(.0625" THICKNESS)
• _ _ _ _
A
(2) #lOx 3/4" SMS
(typ) EA, I.EG)
(TOTAL 8 SCREWS EA,
CONNECTION)
H PURLIN OR GIRT TO BEAM OR POST DETAIL
S'4 SCALE: NTS
DOUELE COMPRESSION
SI,EEVES
2500 PS[ CONCRETF W[TH
WELDED WIRE OR
F1TiERMF.SH
H �
t �
.x
1/8" STAINLF.SS
STEEI.CABLE
1-1/4" X 7-1/4"x 1/8"
ALUMINUM FLAT BAR W/
(2) 3/8 "� X CONCRETE
SCRFWS (MIN 3-3/4"
F,MBEDMENT)
(4) #10 X 3/4" SMS
FASTENING SECONDARY
ANGI.E TO COLUMN (TYP'
EACH SIDE)
-UPRIGHT
SECONDARYANGLE MIN
0.125" TH1CK (NOT
REQU(RED FOR 2X3
MEMBER)
PRIMARY 2" X 2"
(f3) -3/8" 0 CONCRETE SCREW � X 0.125" ANCLE
ANCHOR INTO SF.CONDARY I (2) #10 X 3/4" SM5 FASTENING
ANGLE(TYP F.ACH SIDE) (SEE � � COLUMN TO PRIMARY ANGLE
TABLE) O (TYP EACH SiDF.)
Column
Size
O 1" X 2" SASE MEMBER
(TYP EACH S[DE)
ANCHOR SPA
(MIN) (TYP)(SEE TAB�) (1) - 3/8" 0 CONCRETE SCREW
d ANCHOR [NTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRF.TE
3" (MIN) SCREW ANCHOR @
24" O.C. BGTWEEN COLUMNS
NOTES: (TYP EACH SIDE)
3�8 � 1. NUMBER OFANCHORS "B" 1S F.ACH SIDE 1NT0 THE SECONDARY
Concrete Screw ANCLE AND DOES NOT INCLUDE THE ANCHOR iNTO THE iX2.
Anchor Z, MINIMUM EMBEDM�NT OFANCHORS INTO CONCRETE FOOTiNG
B Min. Spa SHALL BE 2-3/4" AT AT ALL UPRiGHT LOGATIONS. ALL SCREW
� LENGTHS AT UPRIGHT CON;VECT]ONS SHALL BE OF SUFF(CIENT
LENGTH FOR REQUIREp EMIiF.DMENT INTO CONCRETE FOOTING
� WHEN A PAVER DECK IS PRESENT.
� 4„ 3. CONCRETE SCREW ANCHOR DESiGNS ARE BASED ON ITW RED
� HEAD� LDT 3/II" 0 STAfNLESS STEEI, CONCRF.TE SCREW. OTHER S[Z
2 OR TYPE OF ANCHORS SHALL NOT BE USED.
2 4. 2X3W/iX2 CORNER POST SHALL REQUIRE SAME BASE
2 4 CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. WHEN CONNECTING TO WbOD USE IDENTICAL SIZED WOOD LAG.
OPTION ki - A-36 STF.EL
CLIP MAY BY ALACF.D ON � �
Top oF �ECx w/ �3� s/e°x � s
3" SLEEVE ANCHOR i
,....:. •.. ..
. � ' • i .. � '� , ,
d . . .� a , ', � •. • ' .
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f HEREBY CERTIFY TH71T [ HAVE REVIEWF.D
TH�sP�an��NO qaw�r��T ����H
COMPLIAN�C,����,pccE7�, �BC.�Sth
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ENGINEEI� (7�" C#��ORD:
David W. Smith P.E.
FLORIDA LICENSE: 53b08
Thom�s L. Hanson P.E
FLORIDA LICENSE: 38fi54
Mark �, Dunn P.E.
FLORIDA �,ICENSE: 73968
Joel Falardeau P.E.
FLORIDA L[CENSE: 7Q667
Erik Stuart P.E�
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, lnc.
6272 Abb�rt Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)7gg-5314
Fax# 1-(8{�6)824-7894
E-mail-e rb@fhcpla ns.com
Website-www.fbcplans.com
C.O.A.-#2��054
(4) #12 X 3/4" SMS �OTE: WHEN USING OPTION #2
s (TYP TOP AND SIDE) CONNECTION CABLE MUST BE DATE: 7-18-16
� WITHIN 6" OF CORNER OR
PRIMARY MEMBER. Df2AWN 13y; 7'LK
1/8" DIA. STAINLESS
STEEL CABLE R V�,SI , T•
3/8" WELDED STAINLESS
STEEL F.YE BOLT
OPTION #1 � –1—/�L (8) # 12 X 3/4 SMS 1a U L�`�
% Side View
�!� 2500 PSI CdNCRETE W/ � BENEATH, UTSHER '/ � QLANNING DEVELOPMENI
WELDED W1RE OR �
N ToP oF FfBERMESH � s • ' �
`o�`RE E PRO]ECT ADDRESS:
A O ° •
4. . Q a •
a — RESIDENCE
TOp VteW 907 EARLHAM DR
�' 7 ° I� 3/8" � ADJUSTABLE EYE
�/2� � OPTION #2 •� BOLT FOR CABLE TENSION CLEARWA7ER, FL
�� ��' I •
%,,.
OPTION #2
NOTE: CONCRETE SCREW ANCHOR DF.SIGNS ARE BASED ON TITEN HT) 3/£i" �p
SCREW ANCHORS WITH AN AL.LOWABGF. SHF.AR CAPACITY OF 880 LBS. W/ EDGE
DISTANCE AND SPACING SHOWN.
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
11 CABLE TO FOUNDATION CONNECTION DETA[L
S'4, SCALF.: NTS
PFRIMETER FRAMING
1/S" 0 STAINLESS
STEF.L CABLE
2"X2"X 1/8'�F.XTRUDF.D ANGLG
ON 45° ANGLE
Side View OPTION #1
I2 CABLE CONNECTION AT CORNER
S' A SCALE: NTS
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CONTRACTOR:
HARTSHORN CUSTOM CONT.
8813 VEN7URE COVE
TAMPA, F� 33637
www.hcccscreens.com
DETAILS
S-4