380 5th Street 2011 rear porch P
GENERAL NOTES Q
1. CODES USED: 2007 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
m �
EDITION,ACI,NDS,API4 AND ASCE7-05.
w
2. ALL DESIGN, CONSTRIUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
Uj
CODES AND AUTHORIjr#ES HAVING JURISDICTION OVER THE WORK.
0
o
O
z
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
COMMENCING CONSTRUCTION. a
4. DETAILS FOUND WITFIMN THESE DRAWINGS SHALL BE ASSUMED T
TYPICAL DETAILS FOR 2
I � �
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
OTHERWISE ON THE PLANS• S1 z o U
i o a O
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 4
it o
w
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
E
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT o T
DESIGN IS SPECIFIED WITHIN THESE PLANS. `ry
CONCRETE NOTES 14'4" �
" FIBER REINFORCED CONCRETE SLAB,4"THICK
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.
2 �JNLESS NOTED OTHERWISE ON PLAN. F o
2. 6X6 W1.4 X W1.4 WWMI TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". a N ' co
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH=1/2". 3 ° co
3. SLAB THICKNESS IS 4-,UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED III=I I ( -i
4 _ _ w z°
OVER A 6 MIL.VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON _ CONTINUOUS BOND BEAM WITH 3000 PSI
� CONCRETE AND(1)#5 BAR
PRIOR TO POURING.
4. THE FILL BELOW THE IFOUNDATION SHOULD BE FREE OF DEBRIS,ORGANIC MATERIAL, = L-BAR, 12"INTO WALL,24"INTO SLAB.
COHESIVE SOILS OR My OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95°Jo
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE I =III=I I (-
FOOTING.
CD
5. ALL REINFORCEMENT 6HALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ( ( (-) I I-I -
N 8"X16"CMU STEMWALL.STEMWALL VERTICAL
1 3 III=1 _ _ w
6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", _ REINFORCEMENT TO BE#5 DEFORMED BARS
WHICHEVER IS GREA-fIER•
S1 S1 ° I I ( - = AT 48"O.C.FILL CELLS WITH 3000 psi Q
I-I ) '� CONCRETE. 0LL
J
7. CORNER REINFORCEMENT SHALL BE LAPPED 25". III
=I I I f i
FINISHED GRADE °
8. REINFORCEMENT SHAI-L HAVE THE FOLLOWING COVER REQUIREMENTS;
_- - III=1 { - I I- z W
8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH -III=) I I= i a I I I= I=_ VERTICAL REINFORCEMENT TO HAVE 9"BEND OZ � m
82 .2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER - ° _ _ _ AT BOTTOM AND BE EMBEDDED 4"INTO TOP
8.3. 1 1/2" FOR CONCWTE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY -III I I- ( I COURSE.
I a III- � �
REINFORCEMENT, ° a _ i 16"x24"FOOTING WITH(3)#5 BARS W O co
LO
FOUNDATION Z
9. ONLY DIMENSIONS FOIUND ON THE FOUNDATION PLAN BY GEOFF GARTNER, PE,SHOULD BE .� I I- I a o ; CONTINUOUS. U �/
USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM -I I I I I
PLAN,CONTACT THE ENGINEER OF RECORD. M I I= I ° =I
_ F-
- _
10. STEMWALL TO BE A MAXIMUM OF SIX(6)COURSES TALL. CONTACT ENGINEER OF RECORD IF ,�3�-0" 18'-0" � ---------_
STEMWALL WILL EXCCfD SIX(6)COURSES IN HEIGHT. ------- --- ---------- ---- ---
FOOTING
ff TO BEAR ON FIRM UNDISTURBED O
SOIL. m
11. WHERE THREADED RODS ARE EMBEDDED 12"INTO STEMWALLS,THE TOP TWO COURSES OF
STEMWALL MUST BE F#LLED.
STAINING WAIL SECTION
EXISTING FOOTING � P-3/
3
LOAD TABLE
I
ROOF:
LIVE LOAD: 20.0 PSF RETAINING WALL PLAN
DEAD LOAD: 7.0 PSF APPROXIMATE _ T
�+ o
SITE LOCATION 1/4"=r-0" "
'oL �
CEILING: t9 c9 c7 m o
LIVE LOAD: 10.0 PSF _
n
O U Q O
LIVE LOAD-STORAGE: 30.0 PSF
5.0 PSF
_ DEAD LOAD: _ , or
r.
W.. F
FLOOR:
LIVE LOAD: 40.0 PSF
DEAD LOAD: 10.0 PSF 11M MPH
DECK LIVE LOAD: 50.0 PSF
WIND LOADS:
k WIND SPEED: 120 MPH 115 MPH CONTIN1y0US BOND BEAM WITH 3000 PSI
EXPOSURE: 1 ` CONCRLETE AND(1)#5 BAR
IMPORTANCE: °
BUILDING CATEGORY: 11
ENCLOSED BUILDING: 8-Xl6-(5MU STEMWALL.STEMWALL
INTERIOR PRESSURE 110 MPH ' �? ° REINFO)RCEMENT TO E#5 DEFORMED BARS \'
COEFFICIENT: 0.18 1 +
ROOF PITCH: MATCH EXISTING 105 MPH I `r AT 48"B.C.FILL CELLS WITH 3000 psi �1�
115 MPH CONCR*TE•SPLICE REBAR PER ACI AS V
1 °
J NEEDED- z
AND CLADDING m
COMPONENT ` 1�` °MPH FINISHED GRADE z
DESIGN PRESSURES _
r. 2,-0" FIBER RkEINFORCED CONCRETE SLAB,4"THICK - CONTINUOUS BOND BEAM WITH 3000 PSI Q
UNLESS NOTED OTHERWISE ON PLAN. =III=I = I I COACRETE AND(1)#5 BAR
EFFECTIVE END ZONES, PSF INTERIORZONES,ONES, DUVAL COUNTY WIND SPEED MAP _
aN III-III-III- w
AREA,SF AS THIS SITE LIES WITHIN THE HURRICANE DEBRIS REGION, -
PERMANENT OPENING PROTECTION WILL BE REPUIREDTHE. _ --= I-I
0-20 35 -45 35 -38 q III=III=-� ,-I ( I-III=III- FIBIR REINFORCED CONCRETE SLAB,4"THICK
CONTRACTOR MAY USE IMPACT GLAZINGS,PERMANENT SHUTTEIRS OR _ CONTINIUOUS BOND BEAM WITH 3000 PSI -) (- UN SS NOTED OTHERWISE ON PLAN.
20-50 33 -41 33 -36 5/8"PLYWOOD,CUT TO FIT THE OPENINGS AND LABELED.PLYWOlbD I = - I I CONCRLETE AND(1)#5 BAR ° _ _
MUST BE FASTENED WITH 1/4"X6"WOOD SCREVVS AT 12'O.C. I I I_I I _ III=III I_
I I I 8"X 6"CMU STEMWALL.STEMWALL VERTICAL U co N�
50-100 31 -39 31 -34 - _ _ #5 L-BAIL. 12"INTO WALL,24"INTO SLAB. c °'�
III-III-I I-I i`-I - I I= REI WORCEMENT TO BE#5 DEFORMED BARS ci
_=I ( I AT "O.C. FILL CELLS WITH 3000 psi 0-0
III
100-200 29 -35 29 -33 III=I I -_ _=III=III= - CO CRETE. N 0 0
p 00
CDU ".'L
8"X16"OMU STEMWALL STEMWALL VERTICAL =III=III=1
REINFOIRCEMENT TO BE#5 DEFORMED BARS _ VE TICAL REINFORCEMENT TO HAVE 9"BEND C4
AT 48"O.C.FILL CELLS WITH 3000 psi 2'-0" I (=I I =) I ATIOTTOM AND BE EMBEDDED 4"INTO TOP m
'f
) I I=
i
) COURSE.CONCRETE•
I_) II I I
caII
L
16"> 4"FOOTING WITH(3)#5 BARS mFINISHED GRADE °T CO TINUOUS.
VERTICAL REINFORCEMENT TO HAVE .. "'I I _I -_ - .2c
C4AT BOl ! OM AND BE EMBEDDED #5 BAR, 11"INTO FOOTING,24"INTO SLAB. Nco
COURSI . -
7-0-(FOOTING WITH(3)#5 BARS FOOTING TO BEAR ON FIRM UNDISTURBEDa 16"x24"
CONTINWOUS. oam
SOIL. WAYN
STAINING WALK SECTION
__ � I _� 93
--i I I I�= 2�i0� _- - FOOT TO HEAR ON FIRM UNDISTURBED
I ( II II 11 SOIL. 3/4"_ �
it ♦ 0 O •r•\ \\\
Copy
2 ETAINING WALL. SECTION
FILE
Sheet No.
REVIEWED FOR CODE COMPLLA►.NCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL Sl
REQUIREMENTS AND CONDITIONS:
REVIEWED BY: In DATE.
1 OF 'I
This dowment together Wm the concepts anLv diesigns presented herein is Intended only for the spedk purpose and diets for which It was prepared. Reuse of and improper rellartm on this docnmerd without wWen aulborcallon M Abw�Cri w Car�Wn9,inc.,shag be wWrout Yabilly b Alexander Cxace Consul ft Inc.