555 BEACH AVE RESO22-0014 revision 12-16-22 ALL
Revision Request/Correction to Comments **HIGHLI HIED I ON
rf'"L r%� HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RL5O22- to
Revision to Issued Permit OR ❑ Corrections to Comments Date:
Project Address: SSS` aeNcaa Ave.
Contractor/Contact Name: niN% tVOn Cot _PCT AvA pEVEVDP1M, r
Contact Phone: °1Q4 63S t‘4, Email: INhsoNASTC-R%3vt‘.x � ATC
Description of Proposed Revision/Corrections:
TkL) L)11.A.‘..-. O 1.2AW x1-L6 F o o o t_rr ooQ- ReP\-Pe-e*
I r\tGtlAet. 3. s c>PeN affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
I'=No ❑ Yes (additional s.f.to be added:
• Will proposed revision/corrections add additional increase in building value to original submittal?
❑No
*Yes (additional increase in building value:$ ISOPOcuj (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
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MASONRY NOTES
1. MASONRY WALLS SHALL SE REINFORCE'BATH I-/5 VERTICAL r IlIU AI 1140/0/5
0 45' O.C,AT CORNERS,JAMBS,AND WALL
INTERSECTIONS. �
SEE 2/53.1 FOR ADDITIONAL REINFORCEMENT AT JAMBS ON Y H N D'4GNED IN ACCORDANCE ACI 530-05,AND SHALE SE CONSTRUCTED IN ACCORDANCE
OYER 4'-4' Alin A0530.1-09.GR SHALL BE IN ACCORDANCANC E WITH ASIA CATS'MIH A MINIMUM Of 25 DAY COMPRESSIVE
STRENGTH OF 2090 p PER
ER ASTM C101M,GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF EE
2. PROVIDE HORIZONTAL JOIN*REINFORCING AT IS'0.C. PLACED AT AN 5 TO II'SLUMP.MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S.TYPE N MORTAR
MAY BE USED IN BRICK VENEER.CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF }LA41N<;
3, GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND ALL FLASHING.
ALL CELLS BELOW GRADE.SEE 50.0 FOR GROUTING r.70'417`
NOTES. (TE MASONRY UNITS SHALL BE COMPOSED OF ASTM 060E,E GRADE N-1 HOLLOW CONCRETE MASONRY '
A. WALL COURSING SHALL SE RUNNING BONDS,STACK BOND UNITS'BATH TYPE'S MORTAR.MALL COURSING SHALL BE RUNNING BONDS,STACK BOND SHALL NOT BE USED.
SHALL NOT BE USED GROW ALL CELL%CONTAINING VERTICAL REINFORCEMENT IOTA 3000 PSI PEA ROCK CONCRETE GROUT.SPLICES IN
REINFORCING,WHERE PERMITTED,SHALL BE AR BAR DIAMETERS.ALL EKTERIOR WALLS SHALL BE REINFORCED FULL
5, AT WALL CORNERS AND INTERSECTIONS.WALL COURSING HEIGHT WITH-/4 0 4'-0'O.C.MAX.AND AT EACH CORNER,WALL END,AND WALL INTERSECTIONS PROVIDE
SHALL INTERLOCK,EVERY OTHER COARSE. CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER FIREPLACE
6. SEE 9J.0 FOR MASONRY BLOCK AND GROUTING BARS,MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT.AT STEMWALL CONSTRUCTEDTICALLT.` Of 5 OR MORE
6.
FELIFICATIONS D
VERTI AL REINS,OUCIALLL BEINCRETAL ASED INT ASNNOTEDMON1Al 510,IUNLESS NOTED OTHERWISE.LAP JOINTY OTHER REINFORCINGPLANS
7, WHERE NON-PRESSURE TREATED WOOD BEARS VN CMU SHALL BE A MINIMUM OF A' I
PROMOS 2-LAYERS OF 30 LAS.ROOFING PAPER BETWEEN M' -'__
WOW R CMU WALL.
53.0
ANMET 6 n 8