FLS01-10-71
FLS 01-10-71
EDWARD JONES
1354 MADISON
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THIS LOT LIES ENTIRELY WITHIN
FLOOD ZONE X ACCORDING TO
flOOD INSURANCE RATE MAP NO.
125096 00150: DATED: 5/19/1991
CITY OF CLEARWATER, FL.
A SURVEY OF LOT(S)
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NOTE: ELEVATIONS ARE BASED
CITY OF CLEARWATER PUBLISHED DATA
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6,0 - OAK TREES (SIZE AS NOTED)
d - PALM TREES (SIZE AS NOTED)
BASIS OF BEARINGS
M:St JJNE:..or _t.l~OlS.oK ~Y.
ASSUMED TO BE NO"OO'OO"E
Note: Copies of this Survey
ore not valid unless embossed
with signing Surve~r's seal.
NOTt: 'IHlS SURVEY IS C[RTlflED TO "DtE PAATI[S AS USTtD N.O
IS NOT TIlANSFERASL[. SHOuLD CHANOU TO Oft ON THE PROf'tRTY
~, [ltHER PHYSICAL OR AS RE~D. lHIS SUR\I[Y IS INVALID.
23, BLOCK H, LAKEVIEW HEIGHTS
AS RECORDED IN PLAT BOOK 13, PAGE
COUNTY, FLORIDA.
I do further certify that the survey represented hereon
472.027 Chapter 61G17-6, Florida Administrative Code.
5, OF THE PUBLIC RECORDS OF PINELLAS
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)1ampa Bag Land Surveging, fnc:',.
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· ADDED TREES 10/12/01
· ADDED ELEV. 10 01/01
DA TE OF SURVEY:
5/31/01
DRAWN BY: RLH
\r;
1822 Drew Street, SuIte e
Cleetwater, R 33765
Phone (727) ....7.1783 Fax (727) 446-4384
RECORD SURVEY
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DESCRIPTION
FLOOR PLAN
ELEV A liONS
FOUNDATION
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SIGNATURE~?
DATE IZ.tI'cJ/ _
EXrST1NG DRIVE TO BE REMOVED AND NEW
DR~VE TO BE CONCRETE DR~VE ON GRADE
DRIVE WILL CONTAIN 2 OFF STREET PARKING SPACES
NOTE: IF GARAGE AREA IS CONVERTED TO LIVING
SP A CE TH E 0 RIVE WAY WI LL BE WI DEN ED TO 16 FEE T
THE LOWEST LIVING FLOOR OF EXIST HOUSE
IS 60,11 AND THE ADDITION TO MA TCH EXISTING
FLOOR ELEV, EXCEPT FOR GARAGE AREA WHICH
IS TO BE 4tt LOWER--59,78. BOTH OF WHICH
ARE MORE THAN r ABOVE CENTERLINE OF THE
ROAD (57.05)
LIC# 50252
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REVISIONS
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DATE 6/15/01
PROJECT 01- 14
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PROJECT 01- 14-
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DATE 06/05/01
PROJECT 01-12
NUMBER
SHEET
NUMBER 2 of
.... ~
fOOZ L9vf :n Vf ^ON ~nlP9nO[d
CONCRETE NOTES
ALL CONCRETE SHALL HAVE A COMPRESSION STRENGTH OF 3000 PSI AT 28 DAYS.
ALL REINFORCING STEEL TO BE NE\J DOMESTIC DEFORMED BILLET STEEL CONFORMING
TO ASTM -615 GRADE 60 EXCEPT THAT TIES MAY BE DOMESTIC STEEL CONFORMING TO
ASTM A-6I5 GRADE 4~
IJELDED WIRE FABRIC SHALL CONFORM TO ASTM A-la5.
CONTRACTOR SHALL VERIF"Y LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOL T$,
INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO
SLEEVES, OPENINGS, OR INSERTS MAY BE PLACED IN BEAMS DR SLABS UNLESS
APPROVED BY THE ARCHlTECT AND SHOIJN ON SHOP DRAIJINGS.
ALL REINF"ORCING DETAILS TO CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES~ ACI 31~ UNLESS DETAILED OTHERWISE
ON STRUCTURAL DRAWINGS.
PROVIDE SPACERS. CHAIRS, BOL TERS, ETC. ARE REQUIRED TO ASSEMBLE, PLACE AND
SUPPORT ALL REINFORCING IN PLACE.
PROVIDE CORNER BARS f""OR ALL FOOTINGS,
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PLUMBING NOTES
PROVIDE PLUMBING fIXTURES, AS SELECTED BY PRACTICAL CONSTRUCTION COMPLETE
IJITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES AND ESCUTCHEONS.
ALL PLUMBING SHALL BE IN ACCORDANCE \JITH STANDARD PLUMBING CODE AND LOCAL
ORDINANCES,
SOIL \JASTE: AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
ALL IJATER PIPING SHALL BE *L' WITH 95-5 SOLDERED JOINTS.
COPPER PIPING UNDERGROUND AND IN CONTACT WlTH THE DISSIMILAR METALS SHALL
BE COATED \JITH COAL TAR ENAMEL AIJIJA-C-203 DR EQUAL.
PROVIDE INDIVIDUAL WATER STOPS AT ALL IJATER CLOSETS, LAVATORIES AND KITCHEN
CLOSET INSTALLATIONS,
RUN ALL PIPING CONCEALED IN IJALLS, FLOORS, ABOVE CEILINGS DR BELO\J GRADE.
VERIFY ALL ROUGH-IN REQUIREMENTS \.tITH THE FIXTURES THAT ARE SELECTED.
COORDINATE ALL WORK \.tITH ALL TRADES.
PROVIDE FULL SIZE PIPING FROM HOT WATER P& T VALVE TO EXTERIOR.
IJATER PIPING RUN THRU CONCRETE OR MASONRY SHALL BE WRAPPED IJITH 10 MIL.
VINYL PLUMBING TAPE.
HOT WATER PIPING SHALL BE IN ACCORDANCE WITH THE COUNTY WIDE ENERGY CODE.
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IJ/ 2 - M5 CONT. REBARS PROVIDE
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AND WIRE TOGETHER
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DATE 7/5/01
PROJECT 01-14
NUMBER
SHEET
NUMBER 3
.... ~
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PLMe>IN0 NOTES:
I. PROVIDE A..J...M~IN6 fIX11.REG, AS SELEt.TED ~Y PRN;Tlt.AL
~T. ~TE WITH ;\U. TRIM TRAPS, GT~ VALVEc5,
6lYPLIEG AI\V EtSttlTt-HECNS.
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LOINTS tR t.PVt..
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METALS SHALL ee WATED WITH TAR ENAtv1EL AW'NIY-t,-1-t.J'}
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1. RUN ALL PIPIN0 ~ IN WALLS, fLOtRS, AWv'E telLl~
tR et:LON 6RADE.
~. VERIfY AlL RtU:*i IN REc<UIREJvENT6 WITH THE fIX11.REG THAT
ARE GElJ:t. TED.
~. U'OR!::>INATE ALL WOf<i<. WITI1 TRACES.
10. PROVIDE fUJ.. tSlZE PIPIN0 FRaA HOr WATER P& T VALVE TO
EXTERltR.
II. WATER PIPIN0 RUN THR~ ~TE tR MA~Y ~ ee
WRAPPED WITH 10 MIL. VINYL PlLM~IN0 TAPE.
12. HOr WATER PIPIN6 c5t1Al..L ee I~TED IN ~ANte
WITH t-ttNTY WIDE ENER0Y UAIE.
I'. 40 0AlLCN WATER HEATER
14. WAfER a..OECT VtLLMN I.S 0.ALUlNS.
I? WATER-fLON RATE
SHONER t1EADtS '2..S 0PM.
PRIVATE F~ILITIEtS '2..'2. 0PM.
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IJ 6E:E 6TFalCTURAL NOTE& FOR 61-1EATI-IING 6PECIFICATION6.
2) END JOINT6 OF T~e ROOF e~eATI-IING ol-lAlL ee:
eTA6Cse~ED AND OCCUR OVER 2x 4 FRAMING MEM6ER&, AT EDUEe.
r:cOOI= OIAt=>f-Ij:;!AM NAII..ING ecf-l.
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~Eee PLANe MElT TI4l! MINIHII1 ReGlUIReMENTe 0' TWll~4 &TANOARO eulLOINGI CCDI!
lNCLUOlNG ~NT REVlelGlNe ANO eeCTIGiN 16~.
I. CONCRETE &wALL ~VE A MINII'U1 CGlMPRE&&Mi! &T~NC:iT~ ~ ).~ Pal (I.NLE6& NOTEO OTI4EFOaUI6!) . 1& OAY6.
2. &TEEL RE~MENT &HALL ~VI! A MINII'U1 YIELO &T~TW ()(I 6ffJ~ PfWEXCEPT -4(/)~ FOJlt TIE8) IN
~ANG!! WlT~ A8TM A.61.~' eel ~TI! NOTE&)
). c:GINCAI!T& MAeONFfY UNIT6, IJI ANY, &HALL ~ I-IOI..LOW CORE I LOAO eEARlNG IN ACCOFI)ANCE TO A6TM C~ ~
GI4~. ~~ Petf MINIt'U1,
4, GFIlOUT.1P ANY, &HALL I-IAVI! SI&" MAXIMU'1 ACil6REGATI!. e-l1lN~ 6l.lI1P'~ P&I A6 PEJlt A8TM (:.4'..
~. MORT AA IP ANY. &wALl. ee TYPE! M ~ 6 IN CCH'~ANCE A8TM C2'ffJ.
6. TI4I! OUTE~ FO..NOATIGiN e~ &HALL eel COHTIN.IOU6 ~O COFiNEIQ& BY BENOINC:i TI4l!
eAR IN ACCO~ANC! W1T~ 2ffJU..4 ~ n-lS 6&TO IffJ.~'. IN eoT~ GA&E6 TWI! MINIt'U1 ~ LAP el-4ALL ea 4ffJ. OfAMETE~
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,. ATTAOl PLYuJOOI:) &wI!ATWING TO euppo~TINC:i T~6 O~ OTHE~ F~1NC:i WlT~ COMI'1ON HAIL6 A6 FOLL~
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A. -'. O.G. ALONC:i EOGE6 ()(I PL'T1lJOOC) PANEL&.
e. e" o.c. ALONC:i FIELO ()(I PLYuJOOI:) PANEL6,
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LOAO&. MAI-l.PACTURER TO eueMlT T~ LAYOUT ANO 0!TAIL6 &IGN!O ey A FLORIOA ~GI&TI!~D EN6INI!ER.
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TP311
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T&l2
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Product.
Code
U1.4
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U21f!i
U21-'
U24.2M6.2
U26,2
U11ffJ. ~
U3-4AJ~
U3'"
U)I"
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W26
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UJ2lffJ
UJ212
11014
UJ216
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UNP316
1lNP16.2
i1.NP1&. 2
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1-WJl.I2XI6
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HWI-I)XkD
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HW1-13XI2
I-lWI./~XI-'
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I-lll.UH2' 2X6
HlWH2.2X&
2001
-
STRUCTURAL DETAILS
GL.Aee eL.OCI<, INeT AL.L.A TION
(rr ~6qulr6d)
L COVE~ 6IL.L AREA W1TI-f A I4I!AVY COAT ~ A6PHALT EI"M..6lGiN TO OFfY AT LEA&T 2 1-lOUR& eEFOIle PLACING MORTAR
2. AOI.fE~ eXPAN61GiN &T~IP6 TO JAM& ANO I4EAOEFt MAK! ce~TAIN EXPAN61GiN &T~IP I!XTENOe TO &ILL.
S. &!T L.OWE~ COUME OF elocx. MAINTAIN A UNIFOFi'1 JOINT WIO~ ()(I V4" PLu& OR MINU& II.', ALL MORTAR JOINT6
1"\16T ee FULl. ANO NOT R.IRRGlWEO. &TEEL T00I.6 t1J&T NOT ee ueEO TO TAP eLOCI<& INTO P06ITIGlN. (PLACI A
FaJeeER CRJT~ GiN !NO (;111 TROWEL TO TJP elc:>c::K INTO POetTlGiN'> 00 NOT ~ALJGN. TAP Oft OTWE~ee I1OVI!
BLOCI< APTE~ INITIAL PLACEMENT. FOR &olIO C:lLAM BLOCK. IT MAY eE NEGE66Af:tY TO u&I! weOGE6 IN THE! MORTAR
JOINTe 0fI TI4I! LOWER COUR&E6 TO PR1!VENT TWI! MORTAR F~ ee:1NC:i 6GlUeI!ZEt> OUT.
4. 1N6TALL PAN!L 1ltI!~1N() GiN ~4 ~ GeNTI!A8 I-IOftIZGlNTALL Y. 16 ~ CENTI!~ ~ THIN LINS 6I!:RI!6 C:lLA&&
eLOCI< ANO &olIO C:lLA66 I.NIT6, ANO IN JOINTS It't1EOIATEL Y Aeov! ANO eELOW ALL OPENINC:I& WITHIN PANEL&.
(TI-lI! &AMe SPAGINC:i &HALL APPLY TO PANEL ANGI-lOR& II.I-l!N u&eo AT JAMe& ANO I-If!AO& IN LIEU 0fI GHANNEL 0.-
(CI-IA&! eu~06J FilH 1IilE~ING CONTINUOUet. Y F~ END TO ENO OP PANEL&. LAP IIilEIt>FORCING NOT
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WlTW ~INFORCING. INSTALL 1IilE1~1Na. A& FOLL0W8.
I. PLACE LOWE~ WALP 0fI MORTAR IN eEO JOINT. 00 NOT ~
2. PIIilE&& REINFORCINa. INTO PLACE!.
). COVER PANEl.. FilEINFORCINC:i IJJITI-4 UPPER I-IALF Of- MORTAR eeo ANO T/iitOWEI.. eHOOrw.. 00 NOT ~
&. PLACE FULl. I'1ORT AR eEO FOllIi JOINT6 NOT ~GlUI~1Nat PANEL ~1~1NC:i. 00 NOT FU~ MAINTAIN UNIFCfI!a'1
JOINT WIOTW.
6. 9T eucce:eolNG ~ 011 eLOCJ<&. &PAC! AT I4EAO ()(I PANEL ANt> JAMe& MU6T REMAIN FREE OF 1"1GlRT~
" eT~IJ<E JOINTe et1OOT~ Ul4ILI! MORTAR 16 &TfLL Pl.A&TIC ANO eEFORE FINAL eaT. AT TI-I16 TIMe: RAKe OUT ALl.
&PACE6 REGlUIRING e!ALANT TO A OEPT~ EGlU.AL TO T~e: WIOTI-I 011 THE &PAGE&. REMOve SURPLu& I"1GlRT AR FI'Q(;It1
PACE6 (;111 GLA66 eLc:>c::K& ANO WIPE! DRY. TOOL JOINT& 6t1OOTW ANO CONCAVI! eeFO~ MORTAR TAI<E& FINAL &aT.
(REMOV/! u.EOGE& FRGM LOWE~ ~& 011 &oLIO eLOCK& ANO POINT TI4l! VOI06 WlTW MORTAAJ
&. APTE~ FINAL MORTAR 6ET (tt.Pf'ROX, 2-' 1-lG'lUR6), 1N6TALI. P.ACl<1Na. TIGJ.ITI. Y eETlLlEEN C:lLA&6 eLc:>c::K PANEL AND JAMB
ANO WI!AO CON&TRUc.TIGiN. LEAve &PACE FOR HALING.
'3. APPLY &!ALANT EvENLY TO T~II RJLL OePTW (;AI ~GE&&e6 IN ACCOIQOANCI WI~ T141 MANUPAGTURE~
APPLICATION f1At.AJAL ANO IN&Tr:aJCTI0N6.
kt). A MAXIt'U1 Of' 6ffJ eGlUAlltI! FEI!T 0fI C:lLA&6 BLOCK MAY eE IN&TALLI!O IN ANY OPI!NINC:i ~ WINO &Pe!06 UP TO IltCll
HPI-I P!~ PfTTeeu~ CO~ING RECGit1"IENOATION6 ~ IN&TALLATIGiN ~ C:lLA&6 eLocx.
&"x &"x I~" CM,U,
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,/3/16" X 1.3/4" TAPC<:::N FAeTENERe
INTO CONC~TE eL~
~ / AD~E61ve: SEALENT eon.. SU~ACEe
./ FRIOR TO ATTACI-IING eucK TO CONe. elK.
V1n" DRYWALL
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a"x I" eELF TI-I~EADIN6 Pt-lILLIFe FLAT ~eAD
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WIT~IN 411 OF CO~ER
3/16"x 1.3/4" TAt=CON FAeTENER&
INTO CONC~TE 6LOCKe
/ ~CAULKING
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-- FURRING. 16. o.e,
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REVISIONS
00/00/00
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SCALE 1/4"=1'-0'
DRA'NN RLH
DATE 7/5/01
PROJECT 01-14-
NUMBER
SHEET
NUMBER 5 ()f
.... ..J
fOO~ E9 :trE:n Vf ^ON anlpanO[d'"
r"
6'
TOP LEG BARS
7/32'RD. PLAIN BAR EACH
LEG UP TO 14'-S' LENGTHS
3/S'RD. REBAR EACH LEG
OVER 14'-S' LENGTHS
7/32' STIRRUPS 4'-0' D.C.
LENGTHS OVER 14'-S'
TIED OR 'WELDED
O a ---- 'A' BARS <MAIN REINF.)
- SEE SCHEDULE
,
'B' BARS SEE SCHEDULE
'0........
La 0
PRE CAST CONCRETE
6'
SAFE LOAD TABLE FOR CAST-CRETE
HIGH STRENGTH
PRECAST AND PRESTRESSED 'u' LINTELS
)
~'
'01-.
7/32'RD. PLAIN BAR EACH
La 0
7/32' PLAIN STIRRUPS
(PoSITIONERS> 4'-0' O.C,
TIED OR 'WELDED
2 STRANDS, 7/16', 7 'tIIRE
STRESS RELIEVED 7S0 K34
PRE-STRESSING CABLE
SAFE LOAD-POUNDS PER LINEAR FOOT
LENGTH UNFILLED FILLED
o 4'-0' (4S') PRECAST 1,875 LBS. 6,048 LBS.
b 4'-6' <54') PRECAST 1,850 LBS. 4,815 LBS,
C 5'-4' (64') PRECAST 1,743 LBS. 4,615 LBS.
01 5'-10' <70') PRECAST 1,575 LBS, 3,744 LBS,
e 6'-6' <78') PRECAST 1,565 LBS. 3,c60 LBS,
f 7'-6' <90') PRECAST 1,550 LBS. C,S97 LBS.
9 9'-4' 012') PRECAST 1,025 LBS. 1,747 LBS.
h 10'-6' <126') PRECAST 922 LBS. 1,333 LBS.
i 11'-4' 036') PRECAST 800 LBS, 1,0W LBS,
j 12'-0' <144') PRECAST 750 LBS. 909 LBS.
k 13'-4' <160') PRECAST 651 LBS, 1,341 LBS.
M 14'-0' (16S') PRECAST 5S5 LBS. 909 LBS.
n 14'-8' (176') PRESTRESSED 563 LBS, 1,341 LBS.
o 15'-4' (184') PRESTRESSED 510 LBS. 1,210 LBS.
P 17'-4' (cDS') PRESTRESSED 387 LBS. 911 LBS.
q 19'-4' (232') PRESTRESSED 2S9 LBS. S23 LBS.
ABOVE INFORMATION IS BASED ON CAST-CRETE (FECP CORP.) BRAND LINTELS.
BASED ON TESTS CONDUCTED BY \JERTHER F, ROSCH, P.E.
PRECAST LINTELS MAY BE CAST CRETE OR OTHER BUILDING CODE APPROVED
PRECAST MANUFACTURERS,
~~ ~~
o .
o.
:.-"'"
,,~
I
.....
'A' BARS PER SCHEDULE
eRE STRESSED CONCRETE
TYPICAL LINTEL SECTIONS
REINFORCING SCHEDULE AND LOAD CAPACITIES
REINFORCING SCHEDULE AND LOAD CAPACITIES
~~~~
"'~~
f'. .~
~~~
\ 0
o 0
LINTEL BAR CLEAR BOTTOM REINFoRCMENT BARS MAX. SAFE LOAD SAFE LOAD ON
LENGTH LENGTH SPAN 'A' MAIN BARS 'B' BARS LINTEL ONLY COMPOSITE
r 2'-10'
s 3'-6'
t 4'-0'
U 4'-6'
2'-S'
3'-4'
3'-10'
4'-~'
v 5'-6'
w 5'-10'
x 6'-4'
Y 6'-S'
5'-2'
5'-S'
6'-2'
6'-4'
2 7'-5' 7'-0'
00. S'-4' 7'-10'
o.b 9'-4' 8'-10'
o.c 10'-6' 10'-0'
0.01 11'-4' 10'-10'
o.e 12'-6' 12'-0'
o.f 13'-4' 12'-10'
o.g 14'-0' 13'-6'
-
co
......
If')
,
If')
....
1'-6'
2'-2'
2'-S'
3'-2'
2 - 7/32'
PLAIN BAR ENDS
HOOKED UP 90D.
FOR 2-1/2'
2 - tl3RD.
2,100 + tUF T.
1,000 + tUFT.
3,000 + tl/FT.
NONE
NONE
4'-0'
4'-6'
5'-0'
5'-4'
1,000 + #/FT.
6'-2'
7'-0'
2 - #4RD.
2,250 + tl/FT.
800 + tl/FT.
NONE
2 - tl5RD.
8'-0'
9'-2'
10'-0' 2 - #SRD.
11'-2'
12'-0'
12'-8'
NONE
800 + tl/FT.
2,000 + tl/FT.
2 - tl3RD. 800 tl/FT.
700 tl/FT.
650 tUFT.
600 #/rT.
2,000 tl/rT.
1,800 tl/rT.
1,600 tl/FT.
1,700 tl/FT.
~
~
~
~
~
~
~
=
o
=
=
-
=
-
(1) tl5 REBAR CONTINUOUS
- CONC. KNOCKOUT BLOCK
CELLS AND 'U' LINTEL FILLED \JICONC.
(2S00) PSI AT 28 DAYS)
- PRE CAST I PRE STRESSED 'U' LINTEL (SEE
DETAIL>
o
tl4 BAR ADDED THROUGH 'u' LINTEL TO
SUPPORTS IN SPANS GREATER THAN 12'-0'
SPEC IF leA T ID.NS.
1. BAR STEEL SHALL BE MIN. GRADE 40, DEFORMED EXCEPT
\JHERE PLAIN BARS (HOOKED FOR BOND ANCHORAGE) ARE
SPECIFICALL Y PERMITTED,
2. CONCRETE IN PRE CAST MEMBERS TO BE MIN. 4000 PSI AT
28 DAYS.
COMPOSITE LINTEL SECTION
NAILING SCHEDULE
LEDGER STRIP
SOLE PL. TO JOIST OR BLK'G-FACE NAIL
TOP OR SOLE PL. TO STUD-END NAIL
STUD TO SOLE PL.-TOE NAIL
DBL. STUDS-FACE NAIL
DBL. TOP PLATES-FACE NAIL
CONTINUOUS HD'R T'vIO PLACES
CONTINUOUS HD'R TO STUD-TOE NAIL
lX8 SHEATHING OR LESS TO EA. BRN'G-FACE NAIL
OVER lX8 SHEATHING TO EA. BRN'G-FACE NAIL
BUILT UP CORNER STUDS
BUlL T UP GIRDERS AND BM'S UP TO TRUSS MEMBERS
1601
1601
16d
801
16d
16d
1601
8d
801
801
16d
20d
1/2' GYPSUM SHEATHING
5/8' GYPSUM SHEATHING
1/2' GYPSUM \JALLBOARD
S/8' GYPSUM \JALLBoARD
HARD BD.. LAP SIDING-DIRECT TO STUD
11 GA. 1-112' GAL V. 7/16' HD.
It GA. 1-3/4' GAL V. 7/16' HD.
1-3/8' DRY\JALL NAIL
1-112' DRY\JALL NAIL
8d CORROSION RESISTANT \JI MIN.
SHANK DIA. OF .099' AND A MIN.
HD. DIA. OF .24'
10d CORROSION RESISTANT \JI MIN.
SHANK DIA. OF .099' AND A MIN.
HD. DIA. OF .24'
8d CORROSION RESISTANT 'WI MIN.
SHANK DIA. OF .092' AND A MIN.
HD. DIA. OF .22S'
801 CORROSION RESISTANT 'viI MIN.
SHANK DIA. OF .092' AND A MIN.
HD. DIA. OF .225'
HARD BD.. LAP SIDING OVER SHEATHING
HARD BD.. PANEL SIDING DIRECT TO STUDS
HARD BD.. PANEL SIDING OVER SHEATHING
....
LINTEL CLEAR 'A' BAR
LENGTH SPAN SCHEDULE
MAX. SAFE LOAD SAFE LOAD ON
LINTEL ONLY COMPOSITE
o.h 14'-8'
o.i 15'-4"
OJ 17'-4'
0. k 19' - 4 '
o.M 20'-0'
o.n 22'-0'
0.0 ,24'-0'
13'-4'
14'-0'
16'-0'
18'-0'
18'-8'
20'-8'
22'-8'
NONE
NONE
tt4RD. BARS
2 - #5RD. BARS
2 - tl5RD. BARS
2 - tl5RD. BARS
2 - tl5RD. BARS
5S0 tl/FT.
650 tl/FT.
570 tUFT.
500 tl/rT.
425 tl/FT.
380 tl/FT.
320 tl/rT.
1,900 $t/rT.
1,810 tl/FT.
1,580 tl/F T.
1,400 #/rT.
1,400 tl/FT.
1,220 tiFT.
1,120 ,tt/rT.
o
o
~.~ /
)";;-::--: r- _ _
(:.o'b. ~ ·
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ctl-. . ....
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.. .e:.~.. ~'Jt'
- -
Product
Code Description
DiMenSions &ClM I <Irk C1hc~
A II Per nOon Bl"Oorlnt"l IInll~"
3-5/8' 3-5/8' 3-10cl 3455 1265
3-16c1 3745 1515
3-co/8' CO_CIS' 3/4-10d 4885 1475
..J ... ... 3/4-16d 5220 1765
5-5/8' 5-5/8' 'I-lOci 5125 1685
4-16d 5510 2020
Do.de County Approvo.l No. 94-0706.09
3'
~~
,(11
PA 4X40 Post Anchor 4X4
...
l'.~6' Dio.,
'"
"-L..--
PA 4X60 Post Anchor 4X6
q
fJ
PA 6X6 Post Anchor 6X6
SBCCl PST 8. ESl No. 94139
Prodvct
Code
CD 44
CD 4l:.
en 41=1
CD 66
CD 68
en AA
DiMenSiOns F"osteners DeSIQn Loo.ds (lbs)
Mo.teriol 'WI \.I:> Bolts 11,.,I,rt
,3/16'H.R.Stl 3-9/16' 3-1/2' P-"\/s:'l' 7:>"\n
13/16'H.R.Stl 3-9/16' :>-1/2 P_C;/s:'l' 7;>o:;n
13/16'H.R.Stl 3-9/16'7-1/2' p_o:;/n' 7;>o:;n
3/16"H.R.Stl 5-112' 5-1/2' p-r:;/s:'!' 7;>r:;n
3/16'H.R.Stl 5-1/2' 7-1/2' P-"\/s:'l' 7;>o:;n
1/4'H.R. S..t:l 7-112' 7-1/2' ::;'-':1/4' ~o;.nn
f 3" DiQMeter
9/1 ' Dlo.. <t.
3'
9/16 Dio..
MiniMUM
1
1
---Jr"
Post
Size
4Xo1\'
4X6'
4lCR'
~lCR'
6lC8'
RlCA'
<t.
,
~:fl
~
~-<~
~~t
~
-r-
~
~
3'
Notl's' I. M1nll'\Vl'l COIlCf'l'tI' Stf'l'ngth ,. C .~oo
2. MinlrIurl .~ "stone. 'or ColuM BGsu III bo.sI'd on thI' gr'.ot.r 0' ....t or ....2 d;foI.nSion.
SBCCI PST 8. ESl No. 94139 DOode County Approvo.! No. 94-0706.09
I \.ISH 1093 I $$TO-1093 Anchoring 'w'o.sher I liS. I 9/16' Dlo. I
1/2' Dio.
~/
3 @ EA. JOIST
16' D.C.
2
4
24' D.C.
16' O.C,
16' o.C. ALONG EA. EDGE
3
2
2
24' D.C.
32' O.C, @ TOP AND BoTT. AND STAGGERED
2 ENDS @ EA, SPLICE
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
6' D.C. @ EDGES AND 12' D.C. @
INTERMEDIATE SUPPORTS
HAZARDOUS LOCATIONS:
THE FOLLo~ING SHALL BE CONSIDERED SPECIFIC LOCATIONS FOR THE PURPOSES
OF GLAZING:
1. GLAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES AND
PANELS IN S\JINGING DOORS.
3, GLAZING IN STORM DOORS,
4. GLAZING IN ALL UNFRAMED S\JINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, \JHIRLPooLS, SAUNAS,
STEAM ROOMS, BATHTUBS AND SHO'vlERS, GLAZING IN ANY PORTION OF A BLDG'S
\JALL ENCLOSING THESE COMPARTMENTS ~HERE THE BOTTOM EDGE OF THE
GLAZING IS LESS THAN 60' (1524 MM) ABOVE THE DRAIN INLET.
6. GLAZING IN AN INDIVIDUAL FIXED OR OPERATIVE ADJACENT A DOOR \JHERE THE
NEAREST VERTICAL EDGE IS A 24' (610 MM) ARC OF THE DOOR IN A CLOSED
POSITION AND 'WHOSE BOTTOM EDGE IS LESS THAN 60' 0524 MM) ABOVE THE
FLOOR OR \JALKING SURr ACE.
7. GLAZING IN AN INDIVIDUAL FIXED DR OPERABLE PANEL, OTHER THAN THOSE
LOCATIONS DESCRIBED IN ITEMS SAND 6 ABOVE, THAT MEETS ALL OF THE
FOLLO\JING CONDITIONS:
A. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. (0.84 M2).
B. BOTTOM EDGE LESS THAN 18' (437 MM) ABOVE THE rLOOR.
C, TOP EDGE GREATER THAN 36' (914 MM) ABOVE THE FLOOR.
D. ONE OR MORE ~ALKING SURFACES ~ITHIN 36' (914 MM) HORIZONTALLY or THE
PLANE OF THE GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING
SURFACE, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL FILL
PANELS,
9, GLAZING IN \JALL AND FENCES ENCLOSING INDOOR AND OUTDOOR S\JIMMING
POOLS 'WHERE THE BOTTOM EDGE OF THE GLAZING IS: (A) LESS THAN 60'
<1524 MM) ABOVE THE 'vIALKING SURFACE ON THE POOL SIDE, AND (B) 'vIITHIN
3S. (914 MM) HORIZONTALLY OF THE \JALKING SURFACE ON THE POOL SIDE.
THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MUL TIPLE GLAZING.
Co.rried MeMber
Uplift Blocking
~
F"o.steners
Pro due t Bot s Nons Desion LoOods (Ibs)
Code Description 'W H IGlrd"r RItV"k r-,'rr;o.d M....h..r Mnv rllnliF'"
H~II 4n Girder Hor(Heo. vv) 13-1/4' ~~. IS-~/A' ~-~/4' "'-10d b:l"n It.~o;.n lalln
HSU SO Girder Hor<Heo.vy) 4-7/8' '23-1/2'16-3/4' 2-3/4' 4-10d !Q;:>Rn 10;;7n I1nnnn
HSU 100 Girder Hor(Heo.vy) 7' ,23-1I2.16-3/....2-:U4. 4-10d ~;:>Rn In;;70 I1nnnn
HSU 4016 Girder Hor<Heo. vv) 13-114' 16' 15-3/4' 2-314' 4-10d ~pc;n I;;p"in IClIIo
HSU B016 Girder Hor(Heo.vy) 14-7/8' 16' 6-3/4' 2-3/4' 4-100 Q;:>AO 1101.70 honno
HSII If'lf'llt.. Girder Hor(Heo.vv) 7' Ii.' 16-3/4' 2-3/4" 4-10d Icl;:l~o IIOt.70 honnn
SBCCI COMplio.nce Report No. 94139 Do.de County Approvo.l No. 94-0706,09
Do.de County Approval No. 94-0328,02
Uplift Blocking
~/~
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APPliC: ti~n
7' ON CEILING 8' ON \J ALLS
18' o.C, @ TOP AND BOTTOM EDGES
18' D.C. @ TOP AND BOTTOM EDGES
6' D.C. @ EDGES AND 12. O,C. @
INTERMEDIATE SUPPORTS
2001 STRUCTURAL DETAILS
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