1911 SEA OATS DR RESA22-0011 revision 6-16-22 •f�yl:li'
Revision Request/Correction to Comments **ALL INFORMATION
IliI5 r HIGHLIGHTED IN
" City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
',`0/1`-)" Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT `ESA«-001
❑ Revision to Issued Permit OR Corrections to Comments Date: Con 5/
Project Address: 1'/i/ St A d cel 5 1) Q..
Contractor/Contact Name: C IT rf Cat 4-e I1 Ca rt{'Qt c f Pia n GQ t,, 1 4--
Contact Phone: —73 41' 99Q- g-`, 13 Email: ` ii Br,` i di . . di -
Description of Proposed Revision/Corrections:
P.Q4) Sed {fie-;90- Inc b‘etail e 151 (re) m POW z-S
Shdt. i r?i ems,yl nte.--#1-ur. da-)—(1 'z ( Lo mpo 5:tv_ ray
I Q1ac lj,ag t affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will pr sed revision/corrections add additional square footage to original submittal?
116 d❑ Yes (additional s.f.to be added: )
• Will pr sed revision/corrections add additional increase in building value to original submittal?
❑*Yes (additional increase in building value: $ )(Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
ALU
NUM
TIONS
I.ALUllMINUM EXTTRUSIAONS SHALL BE 6005 TS ALLOY UNLESS \`\,0111111""111/4,,� c N
N
OTHERWISE NOTED. \��``Q�,••••••••..,�N���� � �-�
2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH ,4Q5.. �� w
#12 SCREWS 6"FROM ENDS&24•'CENTER TO CENTER. „,45.E.3.......
�fJ CO
II IS SCREW 6”FROM ENDS&12"CENTER TO CENETER. ;Z:c 0 0 %j a "-
3.ROOF BRACING SHALL BEA MINIMUM 7'%7X.050'. IWu r 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS _8W s it F QS(KICKPLATES(SHALL BE AN INDUSTRY STANDARD OF 0.024 - U < 'Z-INCHES. .•.) g 4
5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC. � O'
6.SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC. �"Be_ 0 p9 '```` W `
7.1"X7&173"NON STRUCTURAL MEMBERS MAY BE USED '',/11111 iI l IIII"` 6
INTERCHANGEABLY. r-
8.DOOR LOCATION MAYBE DETERMINED/RELOCATED BY
CONTRACTOR IN THE FIELD.
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HOST 20"0/H STRUCT.GUTTER 4 uj -U O oo OI
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COMPOSITE PANELS '' F Fw rn
3003-H154 "
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/ X Q a DESIGN DATE 06/132072
/ V O /% REVISION'', DATE
1X2 TYP. REVISION 2: DATE 5e/7/
k -_ 3$'-0" I DRAWN BY: TCP OL
_.___ SCALE: NTS
••ALL INFORMATION r:,„„,.,;„ Revision Request/Correction to Comments HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd,Atlantic Beach,FL 32233
��, J Phone:(904)247-5826 Email:Building-Dept@coab.us PERMIT p:
❑Revision to issued Permit OR Corrections to Comments Date: Co/1 5/
Project Address: I"1 I/ Spp o.A 17 Q.
0 Q+S
Contractor/Contact Name: C i r f C tal-e../, tort tmcf Pian vQu I&
Contact Phone: -73 Y' 947Q- a-, • Email: i 111-a0_,0 Mf 141....6/r Ate"9uy5.e d r?
Description of Proposed Revision/Corrections: /
Q.Q,Af Sed ii c_:9t�a- 4 h2 (petiLA s /5' ('( m Poadic
al,d[Jr,n9 eorn/r_4,ar. d.1—erc41 r (t)rw,apgi lti. (-66l-
I Q1011 C®oc rC affirm the revision/correction to comments Is inclusive of the proposed changes.
(printed name)
•Will pr ed revision/corrections add additional square footage to original submittal?
El Yes(additional s.f.to be added: )
•Vli:Itept<d revision/corrections add additional Increase in building value to original submittal?
❑•Yes(additional Increase In building value:$ )(Contractor must sign II Increase In valuation)
*Signature of Contractor/Agent:
(Office Use Only)
❑Approved ❑Denied ❑Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
FOUNDATION DESIGN `
XL0I 011111111,1/o,
I.PROPOSED I2XI2"RIBBON FOOTER WI(2)MS REBAR CONT. COLUMN ‘Xs {'k ep /i, SE
$EE SFIERI/02 VV\ �I,I��- N
2.11)PROPOSED 24'X24"X24`ISOLATED FOOTER W/131 NS REBAR FOR SAC . w�
EACH WAY 3000 P51 W/FIBERMESH ov:ov \K[7";' "r W N
OPIIONAI MICK -FOR SURFACE MOUNT POST: ;Q•O N U. 6' LL
$PECIFICATIQ _._ 5 PAVER DECK SEE PROVIDED OPI(DNS SAM 2;6. 0 '' f�
..1 I—T-1 2c X21 X2CBOLATED 2 p W
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: • CONCRETE FOOTRIG OPTION 2 _(�:ILL t. 4 F
I,WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER IN • WI#5REBARS EACH FOR FMe�oED MOWTPOSE - 0 Fa- •jam Z
THE SCREEN ENCLOSURE SCOPE OR NOT,BY ONE OR MORE I? !�•' WAY 16 TOTAL) 1L)r5 MBAR THROUGH COL. '.;. N Q
REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE F4N —
APPLICABLE: .• '� Cl
a.CONCRETE SHALL CONFORM TO ASTM C94 FOR THE Q�( Lu
FOLLOWING COMPONENTS: ■ '' 0.. •sX - 5`
2
i.PORTLAND CEMENT TYPE I-ASTMC 150
�. �� RI r51uR �R Y2//FFIInIIH11TkLTT`Y , 6
N AGGREGATES-LARGE AGGREGATE 3/4 MAX.-ASTM C 33 a (25'IW A P) N ---_-- _-
6.AIR ENTRAINING+/-I%-ASTM C 260 I2SF""`""I CONCRETE LEGEND 1 '--iv.WATER REDUCING AGENT-ASTMC 494 17'x 1 7'RIBBON FOOTING U
v.CLEAN POTABLE WATER SCALE:NTS _-- HATCH INDICATES _I o LNn
vi.OTHER ADMIXTURES NOT PERMITTEDr Q)
b.METAL ACCESSORIES SHALL CONFORM TO: 24" DAVI!,R I 6 TOTAL)REBARS EACH 1 J CO
I.REINFORCING BARS-ASTM A615,GRADE 60 .r,.::',.•:',.::.-11.1,' HOST/EXIST. - ch
—
ii.WELDED WIRE FABRIC-ASTM AI85 24'x24"x24"ISOLATED FOOTING DETAIL NEW FOOTING z Z < E
CORMORECONCRETE
THAN 5".WATER ADDED AFTERCHUTE
BATCCHING IS NOTa SCALE N.T,S. _- D p O
NEW SLAB AREA
PERMITTED. (Y O 6
d.PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE NOTE:AU.MAY NOT APPLY L J —I 0 co-
INSTITUTE MANUAL OF STANDARD PRACTICE,PART I,2.&3 JOT m
INCLUDING HOT WEATHER RECOMMENDATIONS. LLI LL LO.
C
e.MOIST CURE OR POLYETHYLENE CURING PERMITTED.
Z I.PRIOR TO PLACING CONCRETE.TREAT THE ENTIRE SUBSURFACE - I- W CD a)
AREA FOR TERMITES IN COMPLIANCE WITH THE FBC.FOR RISK co _ I--Co C
CATEGORY II,III,&IV STRUCTURES ONLY. c I-- �
g.CONCRETE SUB SHALL BE PLACED OVER A POLYETHYLENE VAPOR / ! Z C O s- C
BARRIER(SLAB ONLY) /j j j/////�j j�! . ., . w - CC d' 0)
2.WHEN PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR Q m
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI j. / .HOUSE WALL
GROUT WITH BONDING AGENT / — < =
3.WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT /. N
DRILL&EPDXY 44%8"REBAR INTO E%.FOUNDATION EMBED a I— 0
d"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE(OR EQUAL) // C _ ,y
48"O.C.TYP.ALL LOCATIONS •• O (0 O `ate'
4.WHEN APPLICABLE FOR NEW FOOTER TO EXISTING.DRILL& / 19 ;Tr
EPDXY NEW STEEL INTO EX.FOUNDATION WITH EMBED 6"MIN 24"X 24"X 24"FOOTER d
W/NON-SHRINKING SIMPSON EPDXY-TIE(OR EQUAL) % in LL
TYP.ALL LOCATIONS /
5.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR '
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI ,//
GROUT WITH BONDING AGENT. ��� I, OM o
6.MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE - ).1.1 / Z
NOTED. //_
MASONRY SPECIFICATIONS 12•-0" ' •--,-.1...11
V
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD /�/F .' Q \� W
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED /3/ OPTIONAL BRICK �\\ ?
OIL MORTARR S MORTAR. O% PAVER DECK N I 1:'' C7
2.ALL SHALL BE TYPE M OR S. ��
3.ALL GROUT SHALL I MINIMUM AND HAVE j
MAXIMUM COARSE AGGREGATE SIZE OF 3/B".
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS SO"IN
HEIGHT. j
CTOTINCLNOTES
I.PROVIDE 1-I/2'COVERAGE TOP,SIDES,BOTTOM AND 1"BETWEEN 12"x12�RIBBON
ADJACENT REBAR PS.
2.PROVIDE N.3"COVERAGE OF REBAR FOR ALL CONCRETE IN U / FOOTING En ��yy
MI
CONTACT WITH THE EARTH. / } CN,S
3.FOOTING CONCRETE SHALL BE MIN.3000 PSI AT 28 DAYS / -," � J
4.FOOTING REINFORCEMENT SHALL BE MN.GRADE 60 j U` EL
5.PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO / ,, W 0 U
CITY/CO.REQUIREMENTSLU
6.PROVIDE 2500 PSF BEARING(TYPICAL)UNDER FOUNDATION /
7.SEE GENERAL NOTES ABOVE FOR TYING INTO EXISTING FOUNDATIONS •O <
B.SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE /! •• — Q m
INFORMATION 8 SPECS. UJ
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FOUNDATION PLAN : NTS 1
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DESIGN DATE: BMIY1022
REVISION I: DATE
REVISION 2: DATE SHEET:
DRAWN 57 "rep03
SCALE NTS
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RAIL(3)112 EACH SIDE INTO PURUN AND NEOPRENE GASKDINITO.0 6-WITHIN COL ti i Ill 6V
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PER PUN (I22)1/12 SW INTERNAL TO SAVE RAIL ''''0%04:4......• O�kk�``` aF
13)112 EACH SIDE INTO PURLIN
////FIIIIIIIIII IIIYIAY /� 6
PURLIN TO CARRIER BEAM +SOLID ROOF PURLIN TO 3"INSULATED ROOF
CONNECTION SCALE:N.T.S. CONNECTION DETAIL SCALE:NTS J O in N
_1'— M 2
NOTE ROOF MAY SLOPE 0 F- Ko IIFC
EXTRUDED OR BRAKE-FORMED ROOF HEADER EIMER DIRECTION Q C V
OR RECEIVING CHANNEL(0.044"MIN.THICKNESS) Z 0
WITH MIN.I-I/2'BEARING LEG.W//120/f S.M.S. _--3 Q_
WIINTEGRAL 3/1"O WASHER AND NEOPRENE GASKET A�/J .Nv V U
■■ 1'3530.WIDTH EXTRUDED GUTTER BRACKET @ IT OCC.TOP I BOTTOM Ce LL 0 Li
„ I I4KR"S"OR 7'S.MS.w/I-1/f O FENDER WASHER (THICKNESS OF LEG•C.B.SCREW SHALL BE J
x(21 JIB"OM.MACWNF AND NEOPRENE GASKETIN)TOC. *EACH
LONGLEGSHALL BE 0.07T NIH.) (211120/1"SMS IN IT O.C. WO m
@UCHBEAM wit*11243/4- INTO BEAM PER PLAN TYT10.Ix5'ANGLE - �J 0) C
BOLR IHRU CARRIER EACH SIDE TIP. W t�NLy LI..LI),
CARRIER BEAM BEAM 6POSi /12X9/16"W/5/f NEO.WASHER INTO GVDER LP.)21114 SMS OI TEK SCREWS @I" I C
PER PLAN (3)PER PAN FOR PANS SPACING V EACH GU TER BRACKET&(I)@ lir 0.C. r ID
MAX.(SEE NOTE) I-
1
NOTE
350 OR 404 1121111221111111111
•• FOR BEAMS ABOVE 2B INSTALL ROOF BEAM(SLOPED OR RAT) 0I M C
POST PER PLAN GUTTER BRACE AT MIDPOINT BETWEEN BEAMS& ROOF PER PLANI-'
. r INCLUDE T'CUTTER BRACE AT EACH BEAM LOCATION (NOTE USE SIMILAR DETAIL G O^0
NOTCHED UPRIGHT CONNECTION G
'TOR 2X9 MDBE 0 TO CARRIER BEAM LLJ Q J
(D 6llC' VSE/I/INTOBFAM
BEAM TO POST CONNECTION#1 TI RU CARR)RBBEAAM r„ .c. MGM S.(3)TR'TAPCON c Tr 0<
DETAIL SCALE:N.T.S. 6Posrs GunER
INTO HOST 2-1/N"MN. ROOF BEAM TO C.B.W/ Q C Q
P
GIRL FASTENED INTERNALLY AT EACH END CARRIER BEAM PER PUN 1/B'ANGLE TABLE a Q
'.' w/IIOx1.5'UCH SCREW GROOVE.FASTEN FASTENED TO POST WI P!MSSBETABLEFDR IO BEAM w/TXTkl/fANGLE2/125M3 (SI 3/B"DIA.MACHINENBIY(IYP.EACH SIDE) BEAM QUANTITY/SIZE E.B.
"' INTO BEAM 6(2)/I041.S 1HRU ANGLE INTON (P
12)SRS'DM.MACHINE GUTTER WHERE NO GIRT IS PRESENT.ATTACH BOII$iBEAM&POST ALE LEG TO BEAM T-
GPoBFItPEAFA _�
BOLLS TIRO CARRIER 3X3 OR 6X4 SIDE VIEW NGLE DIRECTLY TO GUTTER BEAMxJ/6'SMS SEE TABLE FOR _ O O OO
BUM B POST POST PER PLAN OUANDtY ME EACH SIDE) r
PFR PUN FOR BUM OVER 2r.5 2%6 N11120R 81116 1,J ll v
AHA RECEIVING CHANNEL FASTEN 2 x 5 (SI 11208(3(1 16 I Cl
TO STRUCTURAL CUTLER
3X3 OR XXR INTERNALLY w/121/12 SMS 2%6 (51/12 08 1311 16 '
POST PER PWAI
A ALIERNEIY 21/4 ANGLE
BELOW GIRT,x#14 PAS wt.:, 2x7 161/16 OR(41016
BEAM&(2)IT 12 SMS INTO GUTTER / O
2x8 PI e4/OR 10116 r/� Z
BEAM TO POST CONNECTION#2 ROOF PANEL TO CARRIER BEAM W/GUTTER+ROOF BEAM 209 (NI 01408 51116 (-
DETAILSCALE:N.T.S. CONNECTION SCALE:N.T.S. 2010 (11(14 ORMIll
U
(
ROOF BEAM TO CARRIER BEAM � L
CONNECTION DETAIL SCALE:NTS \ ` O
II\� a
'NOTE.PANEL MAY SLOPE EITHER DIRECTION
I'50)3"WIDTH EXTRUDED GUTTER BRACKET Cl)
(THICKNESS OF LEG V WOOD SCREW SHALL BE_ M
I`VDNT WIDTH EXTRUDED GUTTER BRACKET 0.123'MIN..LONG LEG SHALL BE O.OTT MINI CO N
.141 (MCKNFSS aFNG LEG WOOD SCREW SHALL BE INTO U TER(2I/1243/4-SMS IN I"SPACING N
MIN.LONG SHALL
0TH O.C. /4-smS•1-SPACINGG INTO GUTTER 0.C.
O7
BNTO GUTTER UP ` LL
EXISTING HOST STRUCTURE Z LC
(DESIGNED BY DINERS) 1 W p=
3'INS.ROOF _______ W U
(0 RM WOOD SCREWS @1" -` 117x1/7 SMS.W/INTEGRALS/1"0 IXISTWG HOST STRUCTURE --- a. EnQ
SPACING@UCHGUTTER BRACKET (1)/125MT I ► WASHER AND NEOPRENE GASKET (DESIGNED BY OIHER51 1�1 .- 0 <03
&(I)@ I.O.C.MAX. ii.”11111H1.-, O.0"TOP 680TTOM 003
MIN.EMBEDMENT SHALL PET (2)R IA WOOD SCREWS B I" E/)
SPACING @UCH GUDERPRACKEI ANDNE.MS 44.1/SOFUI FENDER B _
ZkSIRUCRNM EXTRUDEDRECEIVING
OR ORMED ROOF HEADER &1DM TSHAL.MAJ UT)II25M5 W 0 0
AND NEO-PRENE GASKET f/1TO.C.
FASCIA WOR ED MNG CHANNEL 1LMw.THICKNESS) MRL EANEDMFMSNMLBET = Y F-
USCIA MN. WTIH MW.I-1/T BEARING LEG. ZYA'NOMINAL , R ~R z1 c Z
FOR COMPOSITE PANELS: STRUCTURAL -- --
121 R 12X P/I6SMS FASCIA MN.
THROUGH RECEIVING GF U Y-,:i;
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CHANNEL @IT'0.C. SIDE VIEW
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ROOF PANEL ATTACHMENT-STRUC.GUTTER FACE ROOF PANEL ATTACHMENT-STRUC.GUTTER LIP L) a
DETAIL SCALE:N.T.S. DETAIL SCALE:N.T.S. DESIGN DATE: 04/23/2022
REVISION 1: DATE
REVISION 2: DATE SHEET:
DRAWN BY: TCP 06
SCALE: NTS