HomeMy WebLinkAboutBUILDING SITE PLANS6
LEGEND OF SURVEY LOT 14
ABBREVIATIONS• -
I —
A/C AIR CON0111ONER
A AVENUE
AVG AVERAGE FND. CAP(2791)
B.B. BEARING BASE 0.2S. 0.3%.
BM BENCH MARK
six OCK
BLVD BOULEVARD FND. JVPIPE
C CALCULATED 0.2'S. 0.5'E
CB CHORD BEARING
C.D. CHORD DISTANCE
,
C.B.S. CONCRETE BLOCK
STRUCTURE
CD CHORD DISTANCE
NE
-
—CLR CLEAR — - -
C.LF AIN
—-
ST LUCIE COUNTY
BUILDING DIVISiOKI
REVIEWED
_ FOR COMP NC
REVIEWE BY
a- .DATE /2 I I 1
I�az PLANS AND PER IT
MUST BE KEPT ON OB
fd.I IUSFF-S-r nAI IAfII I ICe e
C.M.
CH LINK FENCE
CONCRETE MONUMENT
•
I
C.N.P.
CORRUGATED METAL PIPE
O
CONC
CONCRETE
O
F
CDR
COR
Gain
D .
DEED
D.B.
DEED BOOK
D.F.
DRAINFIELD
DIET
DISTANCE
3
DRAIN.
DRAINAGE I () T 1 F
R
EAST
I
EASE
EASEMENT
p
o
ELEC
ELECTRICAL
E
AlEL
ATION
FF
FIRST FLOOR
I
FND
FOUND
I
FCM
FOUND CONCRETE
�
MONUMENT
FPL
FLORIDAMOWER h LIGHT
Z
N
CND GROUND
HW HEAD WALL
HYD . FIRE HYDRANT — — — — -
LP. IRON PIPE
I.R. IRON ROD
LENGTH
LB UMITED BUSINESS II' M.LF.J
I
LP LIGHT POLE 14,3' SOUTH
M MEASURED
MH MANHOLE
MHWL MEAN HIGH WATER LINE '
MON MONUMENT -
- RECEIVED.
LOT 5 NOV 2 2018
Permitting Departrrient
'54"E 290.50' L. LUCIe COUrtty,. Fh
Ir "
�I
rPOOL.
.
�iSS^N_•,•.J•a•- ice••
15------------
9.7
NORTH
FND. CAP# 2791 -
N G KDr"A�GEN30EiE�--....03=E
VERM
O.H.W.
ERncAt oATUM
OVERHEAD WIRES
FND: 74 PIPE
PG
PACE
0.1'S. 0.WE.
P
PLAT
6' C.LF_
PC
PCP
PI
PUB
POINT NE CURVATURE .
PERMANENT OONTROL POINT
PONT OF ECADN
�SE PLANS AND ALL PP�� Q Wj
PRM
POINT OF BEGINNING
BEGIN
PERMANENT REFERENCE
S1� lECT To AN1r ca � C is 1 "
PROP.
PP
MONUMENT
PROPOSED
POWER POLE
®® a n �/ p���±pi /) @ �n
fT Iil�id SYTIEW IIYiTF4 CTO IS THAT
PT
POINT. OF TANGENCY
p //��
LOT 1 F) NECE > l i IN 01'iD TO #
REC-..�-RECORD
Rw
BY PLAT OR DEW
RADIAL OF RADIUS
-sR
° °►?IDL�(WITH 1�L� 1�1�1CA l.E cOD�S:.:
S.
sEc-
.
SOUTH �
sEcnoN
. COi ICFALED FASTENERS OR ATTACHMENTS.
SQ.FT.
SQUARE FEET
&FLST
STA
� °"°
STATION
I ,ARE THE RESPONSIEILR'(OF THE
T.
7EIP
TANGENT
TELEPHONE
CONTRACTOR OF RECORD
TR.
TWSP
TRACT
.TOWNSHIP
U do D
& DRAINAGE.
UTTL -
.UTIUTY
UTIUTY
W
WEST
WF . - WODD FENCE
WM WATER METER
WV - WATER VALVE '
e DELTA ANGLE
NOTE COMBINED LOTS
ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 1B' LONG 05 REBAR
ALL FOUND CAPS ARE A 5/8' ROD WITH A CAP"AS LABELED ON SURVEY
THIS DRAWING AND CQPIES THEREOF ARE NOT VALID
WITHOUT THE SIGATURE AND ORIGINAL RAISED SEAL .
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
WZ E. HA
RO}'S99IONAL„ElVRV1a7COR .aurrieR
^< rzoRcaw-R7QaI.1TRA x 1No 4415 -DATZ a a a
30'
CONC.—•----
—-
4 m
-
-�-
-I-.
�l-
Q
570
C
0
`
Y
WIt
i .
BLOCK 8
LOT 4
O
Li
1 STORY
Z
C.B.S.
:�'•
«
OC./w�A
Ld
3.
comm
---'�.r A/C PAD I m
Ig '
_ .._.— __—..—_-=-s'-TmurrossEMENT.—•— ..— (..-_-- -- .— — _.—. -- — - _
S0015'54"W 290.50' FND.
MIN..
FRONT
SIDES_
CNR Sl
REAR
ZNG._
TECH.
LOT 3 I
�f\ 1C�E!_6 N
C4
_-cle w w, Permitting .
TALL PINES STREET
.( SO- R/W)-
SURVEY TYPE
HAYHURST LANI3 -SURVEYING INC: (-BOUNDARY -
CERTIFICATE OF AUTHORIZATION NUMBER . (LB. 7364) DRAWN BY: J.D.J.
St?RVEYING SC M"l-lNG COMPANY CHECKED BY: W E.H
445 9TH ST. . S.-W. Unit-'7 FIELD BOOK: 303
VERO 3BEACI-1. FL. 32962 PAGE N0 •72
FIELD g
PHONE:: (77.2)569=6680 DATE: /28 /09
FAX:. (772) 770-3446 SCAM,.1"=40
'10B N0' • . 09-178
DATE
LEGAL DESCRIPTION: ALL OF LOT 4. BLOCK BALL OF LOT 4, BLOCK B
HIDDEN " PLACE ESTATES
ACCORDING TO THE. PLAT THEREOF AS RECORDED
IN PLAT BOOK 17. PAGE 21 OF THE PUBLIC .
RECORDS OF ST. LUCIE CO.. FLORIDA. SAID LANDS
LYING IN ST. LUCIE CO.. FLORIDA.
CONTAINING 1.0 ACRE MORE OR LESS ..
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS—OF=WAY AND/OR EASEMENTS OF
RECORD..
2. NORTH "ARROW SHOWN HEREON IS ORIENTATED
AS. SHOWN..
3: -•THIS SHRVHf"GER7iRE0-9NL THE BELOW
NAMED INDIVIDUALS
4. ELEVATIONS (IF SHOWN) HEREON ARE BASED
ON N.G.V.D. -(1929). UNLESS OTHERWISE NOTED.
5. LEGAL DESCRIPTION SUPPLIED BY 'CLIENT:. -
6. SO. FT. OF HOUSE (IF SHOWN)- SUPPLIED BY .
CLIENT.
7. NO STRUCTURES, OR. UTILITIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED.
8. BEARING BASE ON NORTH LINE OF LOT. 4.
si �U�iQ,9' .
CERTIFIED- "TO: COUnty .
DETLEV: & BRIGITT TISZAUER. AS TRUSTEES OF ..
THE TISZAUER LIVING- TRUST DATED OMPBER 8. 1990
STEWART, EVANS. STEWART. do EMMONS. P.A.'
STEWART TITLE OF INDIAN RIVER COUNTY .
STEWART TITLE GUARANTY COMPANY
FLOOD" ZONE . X
UIFECRCVISIONS: INT. ecAuci wE D iTE: E 8/7n/v
ST. LUCIE COUNTY DESIGN CERTIFICATION''
NOTE: CODE EDITION: FBC 2017 EDITION
EXIST. HOUSE DOOR ' LOCATION IS OPTIONAL. -UNalcu �, }; f 1 oN PLAT!z >%� ON OCCUPANCY: SINGLE FAMILY DWELLING - SCREEN ROOM EXIST. HOUSE /
CONTRACTOR MAY ADJUST IN Mr.A FRU4100 BY 7zs: jN,15,ca _L "—. Ts,_ FCLVE"I"' �
SP "C*M-AFEaHE- �r Flo- ,c _ F�a �rosFu_�, - _ _ ULLDING__QESIGNED�9S�OPEN STRUCTURE
1 X FIELD PER HOMEOWNER-REQUEST-oo/ - mD Beam LeAw mom ; ir. pm sm- s-RA.T.URE BUILDING HEIGHT < 60 FEET
{= MEAN ROOF HEIGHT: 10'-6" in
rn RISK CATEGORY: I x d
NOTE: BASIC WIND VELOCITY PRESSURES:
THIS JOB WAS DESIGNED WIND SPEED: 150 MPH (3 SECOND cusp
N BASIC WIND VELOCITY PRESSURES: 22.7 PSF WALLS o
3'X6'-B" BASED ON 6005-T5 3'X6'-8"
0 o DOOR ALUMINUM ALLOY AND 6.3 PSF ROOF DOOR
18X14 SCREEN MESH. ROOF DEAD LOAD (Actual. Deno LOAD USED To Rmsr uPL1Fr REACRONs): 0 PSF
202 SOIL BEARING CAPACITY: WELL COMPACTED 202 0
p x EXIST • Lo
REVIEWED FOR SHEAR WALL REQUIREMENTS: YES EXIST, o io
I N x HOUSE ATTACH TO EXIST. NO IMPACT PROTECTION REQUIRED FOR SCREEN ROOMS HOUSE x
- -- - - a;- - can —COL— -- - 2" FASCIA ---COL.- - - x
0 1 X2 EXIST. HOUSE 1 X2 -- -
1X2 1X2
8'-5 EXIST. 3'-8" O.H.rE
6LB lX2 6LB
�\`, SUPER \
ro ; \ GUTTER /% ; / r z
O
\ 2X3X060 �`� 2X3Xo60 2X3 2X3X060 i� 2X3XO60 / Q
r / 61-13-
a
--1
m I \\ m m m
r N X M i `'\ O O W
o t
<
m I= ____61-B1-__LTI\� C '/9ylynAn 2X3X060`� 2X3 ' / 2X3XO60 2X3X060 �I // I a r7
--> t i o �- I 6LB
e I A; I 1110 I i/ I I
3'-0" . 4'-6" 3'-0" 3'-0"
3'-6"
qz =7.4 PSF -1.5 PSF (DEAD LOAD) = 5.9 PSF
WINDUPLIFT= 5.9 X 53.4 X 17 = 5.356 LB
WEIGHT OF 4' CONC. SLAB = 144 X 0.333 X 53.4 X 6 = 15,364
APPLY SAFETY FACTOR = 1.67 X 5,356 = 8945 LB
TOTALWEIGHT= 15,364 > 8,945
....OK EAST. SLAB & NO FOOTING IS ADEQUATE
NOTE: IF THERE IS AN EXIST. POOL, A MIN OF 36' MUST EAST.
BETWEEN POOL AND EDGE OF SLAB.
2X3X060
53'-4"
PLAN
DASHED INDICATES
SECTION BEYOND ------------- I------------ '-------------T�,
(ATTACHED TO - I I I I
GUTTER FACE) i 1
8'-6" 7'-9" 7'-B" 7'-6" 7'-6"
53'-4"
FRONT ELEVATION
7'-8" 1 7'-9" M 8'-6" 1
3'-0" 3'-0" 4'-6" 3'-0"
7'-6"
13'-6"
INDICATES
N BEYOND
CHED TO
.-R FACE)
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M
2" LG. SCREWS CUP ANGLES INTERIOR FASTENING
4 - #10 SMS. INTO SCREW REQUIRED 2" PER SHEEP C 3.' LONG 2"X2"X1 8" 4 - #10 X 1 1/2" SMS.
SLOTS FA. PURLIN MIN. ;::U•.'�CHANNEL W1- (4)- INTO SCREW SLOTS EA. SIDE
CUP ANGLES EEwW
3" *RE
PER SHEET C ;..:t a SCR 5
2" LG. SCREWS :
® ® REQUIRED TYYi};:3:.0--.'-THRU-BOLTS
2X3X050 - - 2X3X050 -1 X X2 ABOVE --CUP--(+} :;TEK SCREWS- — - _
NGLE. ANCHOR a 5' CUP ANGLES EA •.Sj........,.} ;2"
LAP BM. O COL. W/ #10 1X2 PER SHEET C : • •• •..
.M.S. ® 10" O.C. in 1X 2X3bii4Yt•''OR 4LB o #
FUIR LI'I`iC�,N N ECG iTILO N ® 1 /8" BAC ER :. SLOPING 'PURLIN RAIL RAIL
IP ANGLE x 1X 2" PLATE INTRNAL,' .;:::'::•:':::::. '.•:.• COL.
LOW. (NOT0 /1 MIN. CIiAIR RAIL_.: -CONNECTION
QUIRED FOR r�:•:•;::;SAd$:.;::.';::;::'•;:•:•
9
® -
1 1/2- X 2 1 8" X 062" �s"�" '
4LB OR 5L6 COL
CHAIR RAiL PER -,SCHEDULE'
RECEIVING CHANNEL W/ 6 - #10 -�
SMS. INTO BEAM & 3 - #10 SMS. 2"X2"X1 8" ANGLE INTERNAL,.:,::::.;•,;
INTO BOTH SIDES OF 2X3 W 1 -3 8"X3" LG. CONC..;::::::•:
- _ -A. 0 _ ANCHOR TO CONC.
3 o (4)-#14 TEK SCREWS D101VI�} t}N CONNECTION2X3XO.Dsa -- --
nl r�c�n,nQi�n �rn�nl` o r Sr.ln11.I.
N3XO50-S II-I�-2X3X050 /-COLUMN `-CUP ANGLE
�" PER SCHEDULE PER SHEET C 6" LONG, �' ;GtfifER
LAP BM. BRACE COL
ALT. PURLIN CONNECTION CORNER COLUMN
COL ES(FS"7::':•;:;,
2" X 2" X 1 //8" CeAj&
AP BEAM FLAT 2" X 2' X .125 Mbt • ..'
ANGLE EA. SIDE WR SLOPED CUP ANGLE ON
#4 OR (4) -#6 TEACH SIDE OF COL1X3 - #14 TEK SCREW •(HEX HEAD EACH CLIP :.::'l;A:'i7UTTER BCE
TO COLUMN •:;':'::'::•':•'.;:':::'FAST:& ,(1� 1/4"TRUSSAT GUT
2 f2" LONG LAG (1) 3/8" THRU BOLT/ '''2. FASCIA::;.:;::•::.;•.;.:•R TH CLIP & 1X2 J�ND WASHER/NUT PER CUPXT. FASCIA AND ®16 THRU 202 & GUTTER:I�R4;:'•;;'.;.G�FLiR'•;::;•.,
C.C. ELSEWHERE
ADDITIONAL #5 REQD. FOR ALT. KNEEGUTTER
MIN. 2" FASCIA* BLB BEAMS OR LARGER -�� • `
W/ (3) - 6 70 BEAM
& (1) - # TO FASCIA. :.'."I< ;:$RACE INSTALLED AT
BEAM CONNECTION AT FASCIA :::t•;• , "'.'-OUTSIDE FACE: USE
k 8" X 0.064" MIN.
" ALL EXISTING FASCIA TO BE A MIN. OF 2' THICK AND MUST BE SECURED TO '::'•'PLATE W/ (12)- #2'S
EACH TRUSS OR RAFTER END W/ A MINIMUM OF ONE 1/4' X 3 1/2 LAG '• INSIDE: USE O.d64" MIN
SCREW PER TRUSS OR RAFTER END. :.:.: .
NOTE: 1' FASCIA MAY BE BUILT UP BY LAGGING NEW 1' MEM. To OLD : • ANGLE 1" X 3" X B" LG.
W`2 — 1/49t3 1 2' LAGS//tLRRUss OR RAFTER. 2° sue -FASCIA BEHIND •;.E�!E.'::;:::: W/ (12)- #2'S -or- TWO
,12
IS ALS�ACCEPI'ABLE Z 1" X 3" X 4" LG. ANGLES
2" X 2" X 1 //8" CLIP LAP BEAM FLAT : �: '•:'•::::q! .:;;'.` B W/ (6)- #2'S
ANGLE EA. SfDE l �2}- OR SLOPED : i �1 "" o
#4 OR (4) -#6 0 EAM CyA1RrRAIL 0
1X re o - "K" BRACE INSTALLED W/
p6p c� 5" X 5" X 0.064' MIN.
PLATE OUTSIDE W 9-
EXIST. TIE
BEAM OR ��'��•'�•"� #2 S.M.S. PER PLATE
CONC. 1 4" X 2 :•t')).'2� :'SON ,..T7if? , hl ::,•::, •:'•; INSIDE: USE 0.064" MIN.
BLOCK ANCHOR THRfJ.:OjiP:••:1x$ID,•. ;:;::•;TES: ANGLE 1" X 3" X 4" LG.
INTO EXT. TIE::BM'::lcNp'.1�:'16 ::: •: •: •.
1X2
O.H. & 2" FASCIA
#2
.
16" C.0
OR TRUSS
ALTERNATE
2 - �, 4 OR1'X1"
PICKET
48�
®
CUP i0 COL®Ea
LAG
EAVE MEMBER
>
3"
' X 9- LAG BOLT THRU
2' X 2' X CUP & 202 AND GUf'iER
ANGLE EA "C.C. ELSEWHFJ2E)
RER
GUTTER
(TRANSOME) KNEE
WALL/FASCIA CONNECTION
M FLAT
PED
QOR
ATTA0I4:'':'F' AVE'�TO ;BEAsVENOTCHCHAIR
RAIL
COLUMN.;, :::,:::;:-;.:;,:, ,;:•;
'? .:'7:'::' EA SIB:':•:;:{;:
CHAIR RAIL
{{8'.r:: 9:;.EA. S1bE:•; :'•
2" X 2" X 1f8",•;.::.:::. .. FdR'$(3.'$EAMS •..
ANGLE OR; Gi{?•;.::.:::.: God ' :: • r� U1RGR}
o: k
3
o k
-
C.C. ELSEWHERE::::'•;::.:?::•::::. :1}'•PROVIDE MIN 3/4" BETWEEN W/ (6)- #2 S
ADDITIONAL #5• REQD, FOR FASTENERS & MIN. 1/2" EDGE
SLB 8 h1$:•fl17';tl�RCER DISTANCE.
W/ (3 .; 6:T•0.'•.sEAM 2) PROVIDE A MIN. OF TWO
& (1) ::..T(f:CCjtyC/GMU FASTENERS PER MEMBER
BEAM CON NECTION�`•$fiAtv}::::'.:`.::.'• :.., 3) 2X2X.090 MAY BE USED IN
OR MASONAR:WAL'•L LIEU OF 2x3X.060
`' "K' BRAG(NG 90AI -
.615T. USS'•,.''••:•:','•''''•:•::•'•.
: •: j" TR•: GENERAL REQUIREMENTS: ONE "K" BRACE IS REQUIRED FOR EACH 15'-0" .(
j�'$• LAG X 3' 160NG INF(S::•, :;::
'':•EJ1: O;USS ® 24 C.C. OPTIONAL NON-STRUCTURAL
SPLASH GUARD ATTACH TO
GUTTER W/ #14 TEKS ® 24EA
" 3 -
1 4" LAG X 3" LONG INT. O.C.
EA TRUSS ® 24" C.C. MAX. OPTIONA 1X2//1X3 W/ . :..'. � .*:-:_•;;
TO BM. L(INTERNAL) & ,;.X; ,2:::::•:
LONG ® 24" C.0 :;;.AT•::4
I BETWEEN BEAMS
SUPER j X7" PICKET EA. LAG EXIST. ::'•:'::'::::'::'.
1X2/1X3 GUTTER (2 Ek BM.) RUSS & #5 CUP EA:: IR1±:'•OF
OPTIONAL ASCIA & BEAM W(: h�6•; FROM CUP''::::;;:•:.
SOFFIT TO
1X2 1X3 A[LIM- " .. ., .[ ....
1 - 2" LONG ® 24" O.C. FROM
1/2" X 9" LONG LAG EA. X2/1X3 TO SUPER GUTTER
CLIP THRU 2 FASCIA BETWEEN BEAMS NOTCHED 4"X4"X7�8"
2"X2"X2"X.125" TH 4 2 -d4 TO BEAM OR 4 - ALUM. TUBE SPAC R GUTTER
AL. ANGLE CLIP #6 CLIP TO BM. EA. BM.
1"X7" PICKET(2 EA. B
(EA. SIDE OF BM.)
GUTTER CONNECTION DETAIL (MANSARD & FLAT ROOFS)
'KUUr tltCAL:C IU Ut L JCL A.U`JU
OR 2"X3"X.060"
OR 2X2"X.125" ANGLE
•::-�t7 bP.'-: f3j�iF10E.:TO BE 2"X2"X.090"
::., OR 2"X3"X.060"
2"X2"X.125" ANGLE
ROOF BRACES
1-#4
2"X2"X118°—
xa C' CHANNEL
ROOF BRACE*
WASHER :
}:
,.1/8"'rai$:.'.:.:'•:: :::::'.: ; ' 1-#4 W/ 1"
•DR 3/`� 'a•'r'• ':''•' DIA. WASHER
:.;.,PICKET
C(F):•,:;:;':'.:;`•':::;'::'' -
TO
EAVE MEM.
ALT. ROOF B RAO-W-G,.: ,..
:;FC3•;,FJT
EAVE MEM.
,,'•::'::•:::::'
ALT. ROOF BRACING
(6) - #10 X 3/4" SMS. (3 Ea:..SI[iEj::;::•:.'•:::::•
''VARIES
10" .
10s
'AL. GUSSET
INSIDE OF
W/ SCREWS
iCHED. BELOW
MANSARD BEAM SPLICE
RFO'0 A OF 614 TEK SCREWS
BEAM
EA. BEAM
EA SIDE
TOTAL
BOTH SIDES
4LB-6LB
6
24
7LB
8
32
8L8
9
36
9LB
10
40�
*ROOF BRACE TO BE 2"X2"X.090"
OR 2"X3"X•060"
OR 2"X2"X.125" ANGLE
ROOF BRACE*
1/8" ANGLE
OR 3/4
1-#4 W/ 1 PICKET CUT
DIA. WASHER TO FIT
L EAVE MEM. I
�-�R00F BRACINGA
HOST STRUCTURE
'••�'..r0,.."':'�CJI?A�Z} . mom„•.......
3I j 2"X2"X.090° OR 2°X3"X.060"
FC�'Of�FFu1 OT(f}N OR 2°X2"X.125" ANGLE
NOTE -PURUNS NOTE: -ANCHOR To PURLIN OR SAVE
MAY BE FLAT OR PROVIDE MIN. 1" SEP. BETWEEN FASTENERS. MIN. MEMBER W/ (1) - 3/8" THRU BOLT
f k •iR•L'fN:':T0 SLOPED 1" EDGE DISTANCE BETWEEN FASTENERS & GUSSET- -BRACING MAY BE INSTALLED ON TOP
PLATE OR ON THE SIDES OF PURUNS, BEAMS,
2" MIN. FASCIA AND EAVE MEMBERS.
2X3X.050 /-2X3X0.060 OR 4LB -ANCHOR TO LAP BEAMS W/ (1) -
ET�L:,:•;:.::;': r / (SLOP] PURLIN) to
CREWSRU BOLT OR (2) - #14 TEK
EAVE MEMBER ROOF BRACING (TYPICAL PLAN)
CONTINUOUS
4
REFER TO SITE SPECIFIC PLAN
Jl
11X3 NOTCH COL. I 1"X.090'7C8" G. FOR ADDffIONAL BRACING REQUIRMENTS
NO,YfE;:-:,:I" FASCIA MAY BE / STRAP W/ ((7 SffE SPECIFlC ENGINEERING
LAGGING NEW 1" 2"X2°X1/B" 2 2" LG #10 TEK SCRS SUPERCEDES THIS GENERAL GUIDE
ANGLE EA. SIDE W
;ME3g:`i0 OLD W/2 - 1/4" X3 2 -#7 TO FASCIA & 2X3X.050 FLAT 1 L 3R THRU
LAGS/TRUSS OR RAFTER. (4) - #6 TO PURLIN BOLT OR FASTENING SCHEDULE
® 2" SUB --FASCIA BEHIND 1"
3 - #6 EA. SIDE
FASCIA IS ALSO ACCEPTABLE 2" X 2" X 1/8" COL #1 - #14 TEK SCREW/HEX HEAD
" LAG OPTIONN. NON-STRUCTURAL SPLASH ANGLE OR STRAP 2 - #10 S.M.S./HEX HEAD
GUARD ATTACH TO GUTTER W/ W/3-#1 EA. FACE 3 — 1/4' X 2 1/2" TAPCON ANCHOR
#14 TEKS ® 24" O.C. P,� �,TO 4 — 3/8" BOLTS/WASHER/NUT
)NAL11X3� 2"X2"x.125" x 3" LG. CUP 5 — CLIP ANGLE,.125" MIN. THICKNESS
1X3 ANGLE ONE EA. SIDE OF BEAM-3X3X0.070 C`(7;L, MN 6 - #12 -X 1"LG. S.M.S/HEX HEAD
BEAM �`�"'�;
` LAG
2 - #4 OR 4 - #6 EA. CUP AiL 9 - Tr X 121%2""5 MS./HEX HD.
LAG .;.•;..':;.:,_..::ORvINCLINED FASCIA Q �1�4
�PT�AL CUT OFF
ALUM. SUPER GUTTER'TIONAL CUT OFF •3p„OAP - (#1ER CUP
6" LONG Z GUTTER BRACE THRU C 1X3 GUTTER
'FUSE 12" LG. LAG }' � LUM SM . _ GUTffj B CE
FOR 7" GUTTERS `� _ -.
iaLT. ATTfERy-CONNECT `D'ETAt_LaG:MAN *RD— F R
SCREEN FABRIC DETAIL SHEET: I I I F.B.C. 20�7 [-®n4OON
OPTIONAL
DATE 01 /01 / 18
ENGINEERING BUSINESS CA 00009677
1X2/1X3
TAR14OWSKE
J
SCALE : N.T.S.
SH A
�#2 ®C
CIVIL&sTENGIINEERIENGINEERNG
EAVE MEMBERING
360 N.W. 5th Street Phone (954) 727 - 202'
Plantation, FL 33317 Fax (954) 727 - 964
THIS DOCUMENT IS THE PROPERTY OFTARNOWSKI ENGINEERIN
p
C.T. TY�RNOWS I P, E,
6005—T5
STRUCTURAL ENGINEER — FIA. LIC. 0050662
INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, IN
18X14 MESH
ALL CALCULATIONS ARE BASED ON THE FOLLOWING CRITERIA:
'f. FOR SCREENING WITH 18X14X.013" MESH
SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4
LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF
-2.--6.3-PSF--ROOF-+-2-2.7 PSF-WALL-80MBINED-LOAf)-&-250#-NON-eeMBfNED-LOAD-
3. WIND LOAD = 150 M.P.H. / EXPOSURE C / CATEGORY I
4. DESIGN MEETS L/60 DEFLECTION REQUIREMENTS
SCREEN BEAM SCHEDULES WITH MANSARD ROOF
EAVE RAIL SCH
MAXIMUM EAVE SPAN
EAVE
4.0-
5.0-
.0-
2X3X060-
1- 7.2 -1-
6.5
3X3X0701
8.0
1
8.0
*LOAD FACTOR = g-:-.TfiE DISTANCE
BELOW + 1/2 Tk'--§)§{±*.-OF, THE ROOF Al
W/8'COLUMN HEIGHT
W/10'COLUMN HEIGHT
W/12'COLUMN HEIG....
HEIGHT
MAXIMUM BEAM SPAN
MAXIMUM BEAM SPAN
MAXIMUM BEAM
BEAM SPAN
BEAM
4'
5-
6'
1 7'
8.
BEAM
4'
5.
6-
7-
8-
BEAM
4'
5.
6'
4LB
-
-
-
-
-
4LB
-
-
-
-
-
4LB
-
-
of
5LB
-
-
-
-
-
5LB
-
-
-
-
-
5LB
0)
6LB
-
-
-
-
-
6LB
-
-
-
61-13
d7
z
<
7LB
9.0
-
-
-
7LB
-
-
7LB
8LB
35.7
32.1
27.9
24.6
21.7
8LB
35.7
30.6
26.4
22.9
19.8
8LB
34.5
2
28.2
22.4
7.5
11.3
9LB
41.5
35.9
31.5
28.0
25.1
9LB
40.3
34.5
30.1
26.5
23.4
9LB
38.9..'.*..".'-.'
3�Z.".'-.."-*-'.�'a...7-.*-"..".'-.'O'-q.'.'..
21.7
9LB
32.5
26.5
21.7
16.9
11.0
9LBH
49.7
44.2
39.6
35.9
32.7
9LBH
49.0
42.8
38.2
34.5
31.3
9LBH
7.6
9LBH
40.8
35.0
30.5
26.6
23.1
10LB
60.0
53.5
48.2
43.8
40.3
10LB59.2
52.1
46.8
42.6
39.0
10LB.-l.-.--.?,..8
. . . . ......
10LB
50.4
43.8
38 R
1 34.8
31.2
MAXIMUM BEAM SPAN
MAXIMUM BEAM SPAN
A I �9TO =Am
_X fi�
MAXIMUM BEAM SPAN
BEAM
4'
5-
6-
7'
1 8'
BEAM
4'
5.
6'
7'
8'
BEAq-.
8'
BEAM
4'
5'
6.
7-
8.
4LB
--
-
-
-
-
4LB
-
-
-
-
-
4LB
4LB
-
-
-
-
-
cl
of
5LB
-
-
-
-
-
5LB
-
-
-
-
•
-
5LB
-
-
-
-
-
U)
6LB
-
-
-
-
-
6LB
-
-
-
-
z
<
7LB
-
-
-
-
-
7LB
-•
•
7LB
2
8LB
33.5
27.6
22.9
18.9
14.6
8L8
31.8
25.7
20.7
1
8
23.8
18.3
11.7
--
8LB
21.9
12.9
-
9LB
37.9
31.8
27.0
22.9
19.4
9LB
36.3
30.1
25.0
28.3
1 23.0
18.0
11.5
9LB
26.9
19.6
9.1
9LBH
�
1 47.0
40.7
35.9
31.8
28.3
9LBH
1 45.4
1 39.1
34.3
3
9 -LB
37.6
1 32.8 1
28.4
1 24.5
9LBH
1 36.8 1
30.5
24.8
19.8
13.5
1
101-13 1
57.3
50.1
44.7
40.3
1 36.5
10L6
1 55.8
1 48.6
_8 _
47.2
41.7
37.3
33.4
10LB
46.7
39.8
34.4
29.5
25.3 1
jmDLr mrrur-z lu KW4IJ ,7AM, rIALr MAN-NAMIJ, ANIJ A-rKAMt KUUr.-.).
FOR LARGER HEIGHTS SEE SITE SPECIFIC ENGINEERING,
2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN Ut-JV-*--dP'-:'&S;.
SCREEN BEAM SCHEDULES WITH.
UP TO 10'COLUMN HEIGHT
UP TO 20
MAXIMUM BEAM SPAN
mum
BEAM
4'
51
6-
7'
8'
BE
8,
4LB
15.4
13.8
12.6
11.7
10.9
5LB
19.9
17.8
16.2
15.0
..139
12.0
6LB
21.9
19.6
17.9
16.5
14.6
13.6
7LB
25.3
22.6
20.6
19.1
17.0
15.9
8LB
32.7
30.3
28.5
27.1
25.9
1
25.8
24.7
9LB
42.5
1 39.5
1 37.1
35•. 3
33.7
9
37.5
34.6
1 32.0
30.0
9LBH
46.7
43.3
1 40.8
9LBH'.
1.2
3 8.8
1 36.8
35.1
1 �-p�
58.2
54.0
1 50.
-1.101-13
.101-13 .101-13 .101-13
.
"-"51 A
47.9
I AA
FOR LARGER HEIGHTS SEE
2X4X.050 MAY BE USED IN
COLUMN
Y BE USED IN LIEU OF 51-B.
COLUMN
>SPACING
BEAM
LENGTH
CREEN FABRIC ROOF
KA%'IME't W"COLUM H EfdW-.V-Vi:3.0'
ROOF BEAM
MAXIMUM COLUMN HEIGHT W/60'ROOF BEAM
COLUMN
5.0
5.5'
6.5
7.0'
7.6
8.0'
8 - 0.
CC
COLUMN
4 0.
4.0'
4.5'
4 - 5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
8.0'
7.1
6.7
.5
5 - 5
4
7.8
78
7.3
7.3
69
65
2
5.9
7
5 .4
5.
5..
1
8.6
.8
7.9
7.6
7 .3
7.1
5LB
1 0.0
10.0
9.
9.4
=
8.9
8.4
8.0
7.7
7.4
7.1
6.8,`
6
11. 1'
"Al..
9.4
8.9
8.6
8.2
7.9
7.7
774
6LB
1 0.9
10.9
1 0 . 2
10.2
9.6
9.1
8.7
8.3
8.0
7.7
7LB
12.7
10.3
9.8
9.5
9.1
8.8
7LB
12.5
11.7
11.1
10.5
10.0
9.6
9.2
8.8
8LB
23.3
. 2
9.8
19.0
18.2
17.6
17.0
1
16.4
8LB
22.9
21.6
20.5
19.5
18.7
18.0
17.3
1 rEj,7
16
9LB
24.2
22.9
20.7
--F
19.8
----
19.0
18.3
F
1 17.7
1 7 . 1
1
9LB
23.9
22.6
1 21.4
20.4
1 19.5
1 18.8
1 18.0
6
�i .8
9LBH
29.8
28.1
26.7
25.4
24.4
1 23.4
22.5
1 21.8
1 21.1
9LBH
29.4
27.7
1 26.3
1 25.1
24.0
1 23.0
1 22..Z'.*
20.8
10LB
34.5
1 32.5
30.9
29.4
28.2
1 27.1
26.1
1 25.2
1 24.4
101-13
-34.1
32.1
1 30.5
1 29.1
27.8
1 26.7
1
FOR LONGER SPANS SEE SITE SPECIFIC ENGINEERING.
NOTE: THIS TABLE APPLIES TO BOTH BEARING AND NON BEARING
WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN.
2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB.
**ALL CALCULATIONS ARE BASED ON 6005-T5 ALUMINUM ALLOY
**1/3 STRESS REDUCTION NOT USED IN CALCULATIONS
**LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED
COLUMN
>SPACING
,BEAM
LENGTH
COLUMN
>SPACING
BEAM
LENGTH
CHAIR RAIL SCHEDULE
MAXIMUM RAIL SPAN
RAIL
4. 0'
5.0'
6. 0'
7.0'
8.0'
202 - -
- 5.4-
--4-.9-
-4.6-
4,3
X3X050
2 '3X
8.9
8.0
7.3
6.7
6,3
2X3X D60
X
T-6-1--
10.5
9.4
8.6
8.0
7.4
2X4X050
X
1 0
103
.
9.5
8.7
8.0
7.5
2X5X()50
X X .0 0
1 1 .0
11.0
10.9
1 9.9
9.2
1 8.6
LOAD
FACTOR*
RAIL
LENGTH
*LOAD FACTOR = 1/2 THE DISTANCE TO CHAIR RAIL OR GROUND
BELOW + 1/2 THE DISTANCE TO CHAIR RAIL OR EAVE
CARRYBEAM
EEN ROOFS
M SPATS...
BEAM
4'
7'
10'
12'
14'
16'
18'
1 20'
4LB
12.2
.1.0.
7
7.0
6.5
6.1
5.7
5.4
5LB
15.6.'.'
11.1
6.9
9.0
8.3
7.8
7.4
7.0
6LB
2.8
12.0
10.7
9.8
9.0
8.5
7LB
-;:17.4
13.0
12.3
11.2
10.4
9.7
9.1
8.7
8LB
23.7
22.5
20.6
19.0
17.8
16.8
15.9
9LBH
4
0
4 .
30.4
28.9
26.4
24.4
22.8
21.5
20.4
39.4
37.3
35.2 1
33.4 1
30.4
28.2
26.4
24.8
23.6
BEAM
SCREW SIZE
# OF SCREVIS
(EA- ANGLE FACE)
'6LB. 9LB, 10LB
#14
6
6LB, 7LB
#12
5
4LB, 5LB
#12
4
2X3
#10
4
SCREEN ROOF
wmll-%
NOTE:
ANGLE MIN. LENGTH TO
BE 2" LESS THAN
BEAM DEPTH
2" X 2" Xl /8" ANGLE
EA. SIDE (SEE SCHEDULE
FOR SCREW REQUIREMENTS)
CARRY BEAM CONN. DETAIL
. OF 1/2 THE SPAN OF THE LONGEST MEMBER
....:..tT--XCHED TO EACH SIDE OF THE CARRY BEAM.
BE A6-'-:'k-ZEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB.
ARE. BASE�""& 1OPSF CARRY BEAM LIVE LOAD.
BEAM LOAD
> FACTOR*
,BEAM LENGTH
B/T COLUMNS
D-
LLI
0
U),
COL.-\
0
w
Cl
0
Ld
T
2X3 CHAIR RAIL
'I
0a
ELEVATION
ALUM. KICKPLATE OPTIONAL.
USE 202 TOP & ATTACH
KICKPLATE W/ 1-#2 @ 24"
O/C (TYP-)
DATE 01/01/18
ENGINEERING BUSINESS CA 00009677
SCALE N.T.S.
TARNOWSKII
SHE [1 50C]'
L
ENGINEERING
CIVIL& STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 - 2027
FL. 33317 Fax (954) 727 - 9644
HI. -CUMENIS THE PROPERTY OFTARNOWSKI ENGNEERI
SCREEN FABRIC DETAIL SHEET: 18X14 MESH EXPOSURE C 1 150 MPH I IF.B.C. 2M ED117110H 6005-T5 CZ] I I.T. TARNOINSKI,'P.E.-', - I ITN.. . '3HALLTNOT BE REPRODUCED IN WHOLE OR INIPART NG,
STRUCTURAL ENGINEER - FtA. ur. 0 0562 wrTHOLIT wRiT-rrm f-f)M.9FtJT OF TARMC)W.qKl ENGINFFRING- INCI
-: •: : 1 I�
02 1 X2 1 X3 202 2X3X.060 2X3X.050
GUTTER
2X4X.050
LB OR LARGER OROR 2X5X.050
010 S.M.S. FOR 6LB
OR SMALLER ® 18' C.C. {a
TOP & BOT, — _ -----
BEAM TYPE
► tj
t,
4L8
5U3
1 .100
.116
.046
050
5L8
0
.050
7LB
1 .120
.055
8LB
.224
.072
9LB
.224
.072
9LBH
.306
.082
10LB 1
,389
.092
CV '
070 r7
0
� N O
I I C',3.0" �
Z—GUTTER BRACE
4LB.5LB,6LB,7LB 3X3X.070
8LB 9LB 9LBH 303
it "
Iri 55" aN Sri 055"
-- -T5P — —
' 3.0
E GUTTER FASCIA
FOR COLUMNS 5" DEEf?'.•}:`,:;:
OR GREATER INSTALL''•;'.;::•;
ADDITIONAL 2"X2"X2"X1f8"::
ANGLE EA. SIDE OF INSIDE'::
OF COL
TO CON
4.0" 4
3.0"
0 0 ' np " o Wp 125" M w nT:::. ' " '= :' ` :.Wry:: 064" n
78" 0&4 .,060"
006 125" .050" iA TYP. `t -" ; .:ITM w`' 'll(P. 125" c
- - - - -- - - - - - 5.25" :ts..1: 75 : .. 2.0"
2X2 z.D 2.0
is75
2`;;;• C 2X2 3X3:'' :: :..•' •..•.
C 2X3 4X4 2X5 3X2 SUPER Gl#'fTER I..;.;:,,>?1�2. H-3 L 2X2
2"X2"X7/8" X 2" LG. MIN.
ANGLE EA, SIDE OF COL
W/ (4)- jr6 TO COL &
(1)- 1/2 X 3 1/2 LG.
BOLT (MIN.) COLUMN ANCHORING DETAIL
10LB LAP BEAM
(4)- #6 TO COL (TYP)
CLIP ANGLE (1)- 1/2" X 3 1/2" LG.
TAPCON TO CONC.
COL SEE COLUMN ANCHORING DETAIL SEE COLl1Mhf:';kpl(1,,l�QfZ(tyC>;'11fAlk•;. T S# �(TYP.) 2 PER COL
1x2 OR 1X3 3 @ 18- O.C.
- - PAVERS OR TILES - - COL 1X2 1Y3 ' {j HERE
OPTIONAL
' ' FTG.
" � � � G.
0 ':'::PAVERS•::OR, TILES :.
g 0 G:.:;•::•'.:'• .•:;OJ?00p1AL::;'. DELETE 1X2 1X3 FOR
TO B L MIN. I // //// //// /
I;.�:.;. OPEN PORT (TIP.)m=i FRONT ELEVATION
3" FROM EDGE 37 ::,rr: ° :.;•::;•,: NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS.
TO BOLT (MIN.) s :.; :.:•.:
* W8- F(G //////////// aq; �' ti ..,;,a; ::. ,:. ;;',:.,',,, :,..,• ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN..2"X2"X1/8"X2"
m* 12"o a :;•:•; LONG. 1/2" DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL):;
EXPANSION BOLTS TO BE "HILTI KWIK BOLT II" SYSTEM OR EQUAL
CoNC. s B
STRIP FTG. DETAIL W PAVER OR TILE B " ' '-' �r� s — / o w.W.
/ :';:,` *�— :'..VJ�'`XS" F}, W/ 1—y °4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON
° 12"X 8" FTG. IS MINIMUM FOOTING SIZE. REFER TO SITE :' : TAPCONS ARE TO BE SIMPSON 'MEN" OR EQUAL
SPECIFIC PLANS, AND STRIP FTG. SCHED. FOR ANY >xY./SLAB'::V'1:Fj�1VER OR TILE SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS
ADDITIONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN•':'—
APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FODTING'S SEE :: ; ,': a; y ; : ; .:; :.LIEU of 6X6 — 10/10 W.W.M. GENERAL NOTES'`::::::::';
SITE SPECIFIC PLAN.
THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE W/"'{lf;•;1�Q
F.B.0 2017 EDITION. THE MIN. MECH. PROPERTIES OF AUIk1(:;:•„1N,;.ACC(9Ri3�N
SEE COLUMN ANCHORING DJErAll:`-7- THE ALUM. CONST, MANUAL THIS STRUCTURE ALSO CQ(�}F{i(�td15;3fl:.-7J3� FES{G(d.
COL OF THE ASCE 7-10
FINISH GRADE SEE COLUMN ANCHORING DETAIL
I RAD 3" FROM EDGE
ED. OF
SODDED READ. TO BOLT (bIIN.) .;::;r:;:;:•;: c0 SCREEN WALL & SCREEN ROOF,(: ADS BAS Q:;:QT�G..1$X14 SC121 EN :AitESH.
FOR EROSION 3" FROM G ALUM. PAN & INS. PANEL STRtI:G.57lJfiES BASEC1::iJA1:;;1:tlt)°la.LIVE LOADS
PROTECTION TO BOLT MIN
:'.i•'�►`'c'•' ::'::'1':•'' 0 1. ALL PRIMARY MEMBERS WILL BE CONNECTED':: '.%:' L POP •IVli5: OTHER POSITIVE
1f. BtT.TS. R....,;
" ' FIN DE FASTENERS.
EXIST :-,,NOMINAL - �I" 2. ANCHORS SHALL BE PLACED GREAT -)Z'-: WAN 3"''Fl7QlA;-1r00Z. OF CONCRETE SLAB OR FOOTINGS.
2" MIN. COyC4.5}AB;::, ALL CONC. FASTENERS MUST $E•;;E# >?''A MIN. OF•;;1:.::2"::'INTO SOLID CONC, REGARDLESS OF
COVER ;.:..•..•::.; .,
LENGTHS SPECIFIED IN INDIV}bUT±:'•;iifiilLS :;'::;::: ::::::• ..•
NOTE: " " " " " ' `0 3. FASTENERS FOR ALUM. SkiEEC5{;Sf{ALL N4T::EXGE€D 8"' :QiV'.-CENTER
4" CONC. SLAB
SITE SPECIFIC ENGINEERING REQUIFIED'.'kR'fi RE£t1 Fi0OrS'::;. 8 W� 6X6 - 10/10 W.W.M. 4. ALL CONC. ANCHORS SHA'a',''-"E A is Qh :`r� l•,. {1 A4 OR'BE PROVIDED
WHEN THIS MEASUREMENT IS LES$•�JlAN':3'-0."•:} ';FOR:: ALL %I`�'� W/ B"X8" FTG. W/ 1-#5 W/ 1/2 INCH DIA. WASWRS;-MIN. '
SOLID ALUMINUM ROOFS, (EXCEPTI014::;$ITE;:SP C:IF1C DE5. CONTRACTOR IS RESPON$113ii%T-¢, INSULATE ALCM;}MEMBERS FROM DISSIMILAR METALS
ENGINEERING IS NOT•::Aft.IRED FOR;Sit? FJF;;i'{A1LS UNR FTG. & SLAB DETAIL TO PREVENT ELECTROLYSIS
EXISTING HOUSE:;P�7Q;:` 6, ALUM. IN CO(FTiGE•N{/ COf�iE;E)R'•YdQOp.:Sb}ALL'•.':BE PROTECTED W/ HEAVY BOOTED BITUMINOUS
NOTE FIBER@AESH MAY BE USED IN LIEU OF 6X6 - 10/10 W.W.M.
SLAB FOOTi1�i:':;:;';.. PAINT OR WgTR:'•iq�Ft METHRC{7ULt>r: LAC4GtER OR THE WOOD SHALL BE PAINTED W/ TWO
COATS OF ALU4i'•{' 1} •: AIN7' ' E'•JfSfNTS SEALED W A GOOD UALITY CAULKING.
FOR COL{ MNS 5" DEEP OR GREATER INSTALL COL. 2"X3"X1/8" X 2" LG. •. • F A •: • / Q
NOTE: THI$,:bA}l MIN. ANGLE EA. SIDE OF 7• ALL DOORS TO:.L1GkOSING AND' LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR
APPLIES;:' (�1::3ti1`:•i l?:::( ADDTIONAL 2"X2"X2"X1/e" ANGLE EA SIDE 2" 2" COL W/ (4)- #6 TO SPA ;ba8T;.•.DOOR L GAfIQN,';, . 202 DOOR JAMB PLACEMENT IS OPTIONAL. ALL OTHER COLUMNS
WIDE hAttSONRY WlSI LS OF INSIDE OF COL W/ (3)- #6 TO COL
COL - T:R 2 3 8" X 0. MA1N, :: HUWIclG:: :'•:'::':
& (1)- 3/8" X 2 1/2" LG. TAPCON () / . �.:.:.,�r„��.... .... ...... •..•.
70 CONC. ® EA. CUP ® ® 3 1/2" LG. TAPCON TO 8. A} :;iV S'•;S{::p tA(fcS::SF1gINiJ•;;Ll4.SITE-SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON
CONC. O EACH CUP. TH(•;5$.4NAR, DEFAIil�i:'
#6 TO COL (TYP) _
CUP ANGLE COL (2}- 3/8" X 3 1/2" LG. TAPCON Ln
c i �::•1X2'� ATVf3';:1>7c3'S• ARE N6N'�57RUCTURAL MEMBERS STRIP FOOTING SCHEDULE
�TO CONC (IYP.) 4 PER COL. ® 4® ®Y ® N AND M4Y $E•;:fJSD,, INTERCHANGEABLY.
#3 ® 18" '•,:'::ALL CONCRETE'.I'QR•"FOUNDATIONS TO BE 250OPSI MIN,
1X2 1X3 O.C. ELSEWHERE " z �.:..;•:: `CO(JCR fE EXCEL a`�Q'::if'HS SPECIFICATION MAY BE
••o •� • "� -': +•: •'• ng d4 02b PER LOCAU;:•NUILDING CODES.
2" I' PUR•'111L5. COLUMNS ................. *AL 6005 T5
FTC. M td'.''[17 '' S, L
~ 12"I 3- FROM EDGE
# # 3' 2• BETWEEfy':'•':•::':;:;::':: •'•:Ate OTHERP'-Z.Vj;1US10NS .........................AL 6063-T5
DELETE 1X2/1X3 FOR MIN. FASTENERS;::•::':?: fI MIN tv1;.;SifiElti.................................. SAL. 3003-H16
MIN. OPEN PORT (TYP.)
FRONT ELEVATION COLUMN ANCHORING DETAIL RIVETS, WASHERS ......AL 2024-T4
;ESTENERS TO BE ALUM., NON-MAGNETIC
NOTE: ANGLES ARE NOT REQ'D FOR 202 DOOR JAMB COLUMNS STE oR
STRUCTURE
FOOTING (MIN.)
REBAR
WIDTH X DEPTH
SCREEN ROOF W/
12"X10"
2-#5
UP TO 7LB
SCREEN ROOF W/8LB
12"X12"
2-#5
SCREEN ROOF W/
12 7(16"
2-#5
9LB OR 10LB
ALL SOLID ALUMINUM
12"X16"
2-#5
ROOF
3-
TO
3X3 OR 4X4
ALUM. COL
CONC. -
FOUND.
RAIL*
X 3" LG. MIN.
#1L
& 6)- WO SIDES
COCOL
s:'•::•';$E(2)- 3/8"X2 1/2" LG.
-TAPCONS TO-CONC- - - -
2"X2"Xl/8" X 3" LG. MIN.
/-ANGLE TWO SIDES OF COL
W/ (6)- #1 TO COL
& (2)- 3/8"X2 1/2" LG.
TAPCONS TO CONC.
FRONT ELEVATION
INTERIOR FASTENING
4 - #10 X 1 1/2" SMS.
INTO SCREW SLOTS EA. SIDE
Z2"
CHAIR RAIL CONNECTION
* CHAIR RAIL PER SCHEDULE
:•;:,•S,Tr)ft}}tESS STEEL, CADMIUM PLATED EL
*4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON FOOTING SIZES SMALLER THAN SHOWN MAY BE USED
TAPCONS ARE TO BE SIMPSON "TTTEN" OR EQUAL ":Jl'f}ON HEADED (NYLO-TEC OR PRO-TECT) WITH SITE SPECIFIC PLAN,
SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS *UNLESS OTHERWISE NOTED
GENERAL DETAIL SHEET: F.B.C. 2017 EDETEGN & ASCE 7.10 6005—T5
(6) - #10 X 3/4" SMS, (3 EA. SIDE)
2" X 2" X .062"
RECEIVING CHANNEL W/
6 - #10 X 3/4" SMS. TO
SIDE OF COLUMN
12„
COL-/ —V_
ALT. CHAIR RAIL CONNECTION
* CHAIR RAIL PER SCHEDULE
FASTENING SCHEDULE
#1 -
#14 TEK SCREW/HEX HEAD
#2 -
#10 S.M.S./ HEX HD.
3 -
1/4" X 2 1/4" TAPCON ANCHOR
4
1/4 BOLTS/WASHER/NUT
_
5
CLIP ANGLE .125 MIN. THICKNESS
6 -
#12X1" LG. S.M.S./HEX HD,
7-
1/4"X3'LAG
•
• 6
H 1" WASHER
1 4 LAG WITH
r 9 -
#10 X 1 1/2" S.M.S./HEX HD.
12 -- CLIP ANGLE, 3/32" MIN.THICKNESS
*LAG
BOLT LENGTH TO BE 1" LONGER
• , THAN ALUMINUM PANEL THICKNESS
DATE : 07/ 1 6/ 1 8 ENGINEERING BUSINESS CA 00009677
SCALE' N.T.S. TARNOWSKI
SH C
ENGINEERING
CIVIL & STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 - 2027
'I `a!S�I "'Plantation, FL 33317 Fax (954) 727 - 9644
C.T. TARNOWSKI,
ARIVOYiP, E. THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING,
INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART
STRUCTURAL ENGINEER — FIA. LIC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.