14-576-010LMU Engineering, LLC
19460 SW 2nd STREET
PEMBROKE PINES, FL 33029
7.305.804.8819 F.954.447.5162
lulloa @lmuengineedng.com
CA# 27403
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•
%%% J�5 •G E N S F'•..• �i
No 63909
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,SSIO �%
L IS M. ULLOA, P.E.
Cl ILISTRUCTURAL ENGINEER
S ATE OF FLORIDA LIC.# 63909
CONSULTANTS:
PROJECT
ADDITION AND
DRIVEWAY
6201 SW 80 STREET
MIAMI, FL 33143
CLIENT INFORMATION:
AGUDELO ARCHITECT P.A.
GERMAN AGUDELO
4841 NW 107 COURT
DORAL, FL 33178
Phone: (786) 738 -8236
ISSUE DATE
PERMIT SET 03 -10 -14
ELEVATIONS
AND GENERAL
NOTES
DRAWN BY:
AD
PROPOSED NEW HIP
CHECKED BY:
SCALE:
LU
AS NOTED
DRAWING:
GENERAL NOTES: - - -- -- --
S-4
ROOF PITCH 4/12
EXISTING ROOF
;
NEW PGT INDUSTRIES
NEW PGT INDUSTRIES
12
NEW PGT INDUSTRIES
TO REMAIN
_-
-
WINDOW SERIES
4 WINDOW SERIES
WINDOW SERIES
1. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITIONS OF THE
PW -701 /720/820 FIXED
PW -701 /720/820 FIXED PROPOSED NEW FLAT
HR -710 HORIZONTAL
FLORIDA BUILDING CODE, THE ACI, SPECIFICATION AND RECOMMENDED PRACTICE. THE CONSTRUCTION
N.O.A. # 13- 0502.03
lr_j
N.O.A. # 13- 0502.03 / "/ "
ROOF PITCH 1 4 12
N.O.A. # 11- 1114.04
SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF ALL LOCAL, STATE AND FEDERAL LAW.
N I I I I I I I I I I I I--] .. I .. ul I
I I I I I I 1/rI
2. NO DIMENSION SHALL BE SCALED FROM DRAWINGS. DETAILS AND SECTIONS SHOWN ON THE
!
,
! !
DRAWINGS ARE INTENDED TO BE TYPICAL AND APPLY TO ANY SIMILAR SITUATION EXCEPT
-
I
WHERE A DIFFERENT DETAIL IS SHOWN.
I
W -B
I I
W -B W -B W -B
I I IILL I I I I ! I I
I I I
I I I I i ! I IT I I I I I I I !
3. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE FABRICATION
OF ANY STRUCTURAL
T.O.B. ELEV=
MEMBERS.
A.F.F.
4. EXISTING UNDERGROUND UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE
- --
- -
[Eml
BROUGHT TO THE ATTENTION OF THE ENGINEER.
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION.
W -A
W -A
W -A
D -1
�' W-C
W -C
6. THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES ANY
LL]
W
-D W -D
KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR
I I L-L-4 VLL=j
11 I I
LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA
+40.05 PSF
+40.05 PSF
+40.05 PSF
+40.05 PSF +
.05 PSF +40.05 P F +40.05 PSF
AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR
AND THOSE CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER
-43.45 PSF
-43.45 PSF
-43.45 PSF
-43.45 PSF -43. PSF -43.4 SF -43.45 PSF
OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY, AND THE BOARD OF PROFESSIONAL
: -- - -- --
ZONE 4
ZONE 4
ZONE 4 - -- -
-- -- -- -- ZONE 4 ZONE
Z E 4 ZONE 4
F.F. ELEVATION
REGULATION FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE.
- - - -- - - :
- - - -- - - - -- --
-- - - -- - -' -
- -- - - -
-- (o' -o °)
7. ALTHOUGH THE ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODES AND
NEW PGT INDUSTRIES
NEW PGT INDUSTRIES
+40.05 PSF NEW
PGT INDUSTRIES
NEW PGT INDUSTRIES
LOCAL ORDINANCE REQUIREMENTS, THE CONTRACTOR IS STILL RESPONSIBLE FOR COMPLYING
WINDOW SERIES
WINDOW SERIES
-43.45 PSF DOOR
SERIES FD -101
WINDOW SERIES
WITH ALL APPLICABLE CODES AND ORDINANCES OF THE EVENT OF CONFLICT OR OVERSIGHT
HR -4040 HORIZONTAL
HR -4040 HORIZONTAL
OUTSWING N.O.A. #
SH -700 SINGLE HUNG
IN THE DRAWINGS THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF ANY
N.O.A. # 11- 1114.04
N.O.A. # 11- 1114.04
ZONE 4
12- 0516.02
N.O.A. # 11- 1013.14
CONFLICT OF DISCREPANCY ENCOUNTERED SO THAT APPROPRIATE REMEDIES MAY BE UNDERTAKEN.
APPLICABLE CODES:
1. THIS IS REPAIR WORK, ALL ASPECTS OF FBC 2010 W/ 2012 SUPPLEMENTS MUST BE FOLLOWED.
NORTH -WEST
ELEVATION
2 ES A
FLORIDA BUILDING O 10 EDITION W/ 2012 SUPPLEMENTS.
SCALE: 1/4 "= 1' -0"
A.C.I. 318 -05 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
A.S.C.E. MANUAL, 13th. EDITION.
ASCE 7 -10
FOUNDATIONS:
NEW PGT INDUSTRIES
WINDOW SERIES
1. ALL SOILS OBSERVED WITHIN THE PROPERTY, SPECIALLY IN THE AREAS UNDER CONSIDERATIONS FOR
PROPOSED NEW
CRICKET
PW- 701 /720/820
PROPOSED NEW HIP
CONSTRUCTION HAVE BEEN OBSERVED BY THE ENGINEER OF RECORD; BY VISUAL OBSERVA11ON THE
FIXED N.O.A. #
ROOF PITCH 4/12
NATURE OF THE SOIL IS SILTY SANDY WITH GRAVEL AND HAVE BEEN DETERMINED TO BEAR A
EXISTING ROOF
13- 0502.03
MH
MINIMUM OF 2,000 PSF. THE ENGINEER OF RECORD WILL PROVIDE A STATEMENT LETTER AT THE
TO REMAIN
TIME OF CONSTRUCTION FOUNDATION INSPECTION, AFTER IT HAS BEEN RE- EXAMINED TESTIFYING OF
12
EXISTING
THE OBSERVED CONDITION UNLESS THE ABOVE ASSUMED BEARING CAPACITY IS CERTIFIED BY A
4
TESTING.
12
41- 1 1 11 1 N I I I I I
I I I I I I I I
GARAGE
31
V= 10.50' 17p,
,�pr
2. ALL SOIL USED FOR BACKFILL SHALL BE SUITABLE FOR FILL AND WILL HAVE A MAXIMUM SIZE OF 3" DIAMTEIER,
-
T.O.B. EL EV =
4-_ 0,,
TERMITE TREATED AND WELL COMPACTED TO 98% PROCTOR MODIFIED. A 20 MILS VAPOR RETARDER SHALL BE USED.
+10' -6" A.F.F.
° p
N
W -B
+40.05 PSF
W -B -53.63 PSF
,•°
° _
4 +
° 4 -
CONCRETE:
EXISTING
��
NEW PGT INDUSTRIES
WINDOW SERIES
ZONE 5
ONE STORY
Q • ° a
° 000
a °
1. ALL REINFORCED CONCRETE DESIGN SHALL COMPLY WITH THE LATEST EDITION OF THE
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). ALL CONCRETE WORK
HR -4040 HORIZONTAL
RES. # 6201
�
pp °
° 4
SHALL COMPLY" WITH THE LATEST EDITION OF THE "SPECIFICATION FOR STRUCTURAL CONCRETE
N.O.A. # 11-
1114.04
�O
° 4
° °
FOR BUILDINGS (ACI 301).
-2
° °
W -A
L.F.E.= 11.43'
°' °.
2. CONCRETE COMPRENSSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS:
oro
Q�
F. F. E= 11.80'
�, ° ►.
+ °
W
COLUMNS &BEAMS ................ ............................... 3,500 PSI
+40.05 PSF
-43.45 PSF
pp ° °
•
70. ° 4
z
Ill
......... ...............................
GROUT FOR CMU WALLS 3,500 PSI
MORTAR . 2,500 PSI
ZONE 4
`__ _ _ _______ _ ____ _ __ : -, (oFO ELEVATION
2l- 0,, °
°
>
Q
3. SLUMP FOR CONCRETE SHALL NOT EXCEED 5 ". IF CONTRACTOR DECIDE TO USE A DIFFERENT SLUMP,
• Nh
LO
MIX DESIGN MUST BE SUBMITTED TO THE ENGNEER FOR APPROVAL.
°
° 4
" ",
EXISTING TO
PROPOSED
4 �/O
+�
° °
4. SLUMP FOR GROUT SHALL BE 8 -11 AND LIFTS SHALL NOT EXCEED 4' HEIGHT AND 12' TOTAL.
NEW MASONITE
REMAIN
ADDITION
INTERNATIONAL CORP
DOOR OUTSWING
° °° C?,l °
(00
5. SAMPLES OF CONCRETE FOR COMPRESSIVE STRENGTH TEST SHALL BE TAKEN IN ACCORDANCE
FLORIDA APPROVAL
pro
° p•
WITH THE METHOD OF SAMPLING FRESH CONCRETE ASTM C172. CYLINDERS FOR STRENGTH TEST
#4940.1
° ° +
SHALL BE MOLDED AND LABORATORY CURED IN ACCORDANCE WITH THE "METHOD OF MAKING AND
°
°
Zz
CURING CONCRETE TEST SPECIMENS IN THE FIELD" ASTM C31, AND TESTED IN ACCORDANCE WITH
"METHOD
NORTH
-EAST ELEVATION
THE OF TEST FOR COMPRESIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS"
od
ASTM C39. THE STRENGTH SHALL BE THE AVERAGE OF THE STRENGTHS OF TWO CYLINDERS
SCALE: 1/4 "=
1' -0"
MADE FROM THE SAME SAMPLE OF CONCRETE AND TESTED AT 28 DAYS. (5) CYLINDER SHALL BE TAKEN
° °
BREAK (1) AT 7 DAYS, (1) AT 14 DAYS AND (3) AT 28 DAYS.
4 °
TRAFFIC
°
STAMPED NEW 6" CONCRETE
BOX
REINFORCING STEEL:
° ° DRIVEWAY REINFORCED W/
"
p`b1
° 6"x6 - 1.40.4 WWM
PROPOSED
NEW HIP
4
1. ALL REINFORCING STEEL SHALL CONFORM WITH THE LATEST ASTM A -615, FY =60 Ksi. ALL
ROOF PITCH 4/12
°
REINFORCING STEEL SHALL BE DETAILED AND FABRICATED CONFORMING THE LATEST ACI 315.
(BEYOND)
° EXPANSION JOINT CUT IT IN
E
PLACING SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE OF THE CRSI.
NEW PGT INDUSTRIES
A
SITE 1/4" x 2" DEEP @
E
2. CONCRETE PROTECTION FOR REINFORCEMENT:
WINDOW SERIES
EXISTING ROOF
<
10' -0" MAX. (TYPICAL)
CONTINUOUS AND SPREAD FOOTERS ................. ............................... 3" ,.; -•. ;; ;; s 9;,i;AAlU
HR -710 HORIZONTAL
41
TO REMAIN
° °
I D
Ij SI
BEAMS AND COLUMNS ......................................... ............................... 1 -1/2" i C DEPT.
N.O.A. # 11- 1114.04
I
!
( 3 12
4°
0
CENTER OF CELL
MASONRY ..................................................... ............................... i RUC,TUR L SECTION
°
I
3. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A -185.
'
1 /4 r-
°
z�❑ ❑
WOOD:
T.O.B. ELEV-
+8' -2" A.F.F.
°
Ah U.P.
1. ALL WOOD TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL.
W -E
° ° °
`' °
1 O' PVVY
F.H.
2. ALL WOOD INCLUDING BUCKS WILL BE PRESSURE TREATED SOUTHERN PINE GRADE #2 SURFACED FOUR SIDES (S -4-S)
WITH A MINIMUM FIBER STRESS IN BENDING OF 1,200 PSI AND A MAXIMUM MOISTURE CONTENT OF 19 %.
3. ALL WOOD IN CONTACT WITH CEMENTITIOUS MATERIAL SHALL BE PRESSURE TREATED.
13' -11 1/2" I
o
4. STORE WOOD ABOVE GRADE OR FLOOR, ALLOW PROPER AIR CIRCULATION AND PROTECT FROM WETTING.
S.W. 80th STREET
TERMITE PROTECTION:
+40.05 PSF
ALL SOIL AND FILL UNDER FLOORS AND /OR WITHIN THE AREA OF CONSTRUCTION SHALL HAVE PRECONSTRUCTION
-43.45 PSF
SOIL TREATMENT FOR PROTECTION AGAINST TERMITES.
F.F. ELEVATION
�o o
ZONE 4
THE STANDARDS OF NATIONAL PEST CONTROL ASSOCIATION SHALL BE DEEMED AS APPROVED IN RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST TERMITES. CERTIFICATE OF COMPLIANCE SHALL
BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL AGENCY.
PROPOSED
EXISTING TO
STAMPED CONCRETE DRIVEWAY
SHOP DRAWINGS
ADDITION
REMAIN
" 1' -0"
SCALE: 3/32 = 1' -0
A DELEGATE FLORIDA REGISTERED ENGINEER MUST SUBMIT SIGNED AND SEALED CALCULATIONS AND DRAWINGS TO
THIS OFFICE FOR REVIEW AND APPROVAL PRIOR TO THE FABRICATION OF:
1.- PREFABRICATED WOOD ROOF TRUSSES.
SOUTH -WEST ELEVATION
2.- WINDOWS AND DOORS.
SCALE: 1/4"= 1'
-0"
LMU Engineering, LLC
19460 SW 2nd STREET
PEMBROKE PINES, FL 33029
7.305.804.8819 F.954.447.5162
lulloa @lmuengineedng.com
CA# 27403
, „ �
����,MULLO����
•
%%% J�5 •G E N S F'•..• �i
No 63909
*. -
• r
* 'cr-=
r • -
cu
,SSIO �%
L IS M. ULLOA, P.E.
Cl ILISTRUCTURAL ENGINEER
S ATE OF FLORIDA LIC.# 63909
CONSULTANTS:
PROJECT
ADDITION AND
DRIVEWAY
6201 SW 80 STREET
MIAMI, FL 33143
CLIENT INFORMATION:
AGUDELO ARCHITECT P.A.
GERMAN AGUDELO
4841 NW 107 COURT
DORAL, FL 33178
Phone: (786) 738 -8236
ISSUE DATE
PERMIT SET 03 -10 -14
ELEVATIONS
AND GENERAL
NOTES
DRAWN BY:
AD
PROJECT*
01 -JA -14
CHECKED BY:
SCALE:
LU
AS NOTED
DRAWING:
S-4