HomeMy WebLinkAboutENGINEERING GENERAL NOTES: SCOPE OF WORK : PROJECT DESIGN DATA 7/22/2021 REVISIONS BY
1 .DEMO ALL UNPERMITED WORK PRERFORMED BY PREVIOUSE OWNERS JURISDICTION Saint lucie County
THE BUILDER SHALL REVIEW DRAWINGS IN THEIR 2. NEW FRONT CMU BLOCK FACADE CODE FBC 2020 7th Edition, FBCR 2020 7th Edition 12-22-21 RAT
ENTIRETY BEFORE STARTING WORK. THE BUILDER 3. NEW CMU BLOCK WALLS @ EACH END OF BUILDING CMU STRUCTURAL OPENING / O.H. GARAGE
SHALL ACCEPT FULL RESPONSIBILITY FOR ANY 4. NEW 2HR RATED FIRE WALL DEVIDING SPACE IN TWO PROJECT NAME DOOR
ERROR OR OMISSIONS NOT REPORTED IMMEDIATELY 5. RELOCATE ELECTRICAL SERVICE TO REAR OF BUILDING PROJECT ADDRESS 10535 S Ocean Dr Jensen Beach FL 34957
IN WRITING TO ENGINEER OF RECORD. BY
SUBMITTING THESE PLANS FOR PERMIT THE BUILDER 6. INSTALL (2) NEW RESIDENTIAL ELECTRICAL RISERS & METER
ACCEPTS FULL RESPONSIBILITY FOR THE ACCURACY 7. REMODEL EXISTING RESTROOM DIRECT REPLACMENT OF FIXTURES ONLY ARCHITECT/ENGINEER
OF THE INFORMATION DEPICTED WITHIN AND IT IS 8. INSTALL NEW RESTROOM NORTH SIDE OF BUILDING
ASSUMED THE BUILDER HAS READ AND 9. DECOMISSION (2) IN FLOOR GREASE TRAPS
UNDERSTANDS THE NOTES BELOW. 10. PERMIT COMMERCIAL REMODEL (2) UNITS
RISK CATEGORY II
ASSUMED SOIL BEARING CAPACITY: 2500 PSF WIND SPEED ASCE 7-16 (3 Sec Gust) 165 MPH
STRUCTURAL DRAWINGS SHALL BE USED IN AS 135 MPH
CONJUNCTION WITH JOB SPECIFICATIONS AND EXPOSURE D
ARCHITECTURAL, MECHANICAL, ELECTRICAL, MEAN BUILDING HEIGHT' <15'-0"
PLUMBING, AND SITE DRAWINGS
ALL DETAILS AND SECTIONS SHOWN ON THE
DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO ANY SIMILAR SITUATIONrD
ELSEWHERE ON THE PROJECT, EXCEPT WHERE A
DIFFERENT DETAIL IS SHOWN.
IsbFid
ALL DIMENSIONS AND CONDITIONS MUST BE
VERIFIED IN FIELD.
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN
DIMENSIONS ONLY. IF ANY DISCREPANCIES ARE z
DISCOVER THE ENGINEER OF RECORD MUST BE .���
CONTACTED BEFORE THE COMMENCEMENT OF
CONSTRUCTION.
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THE STRUCTURE IS DESIGNED TO SELF SUPPORTING
AND STABLE AFTER BUILDING IS COMPLETE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURES TO INSURE _
SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE
ADDITION OF NECESSARY SHORING, SHEETING, ----
TEMPORARY BRACING, GUYS OR TIE DOWNS.
THE STRUCTURAL LAYOUT SHOWN IS SCHEMATIC IN LLI -
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NATURE. HOWEVER, THE SUPPORTING STRUCTURE
HAS BEEN DESIGNED UNDER THE ASSUMPTION THE O
SCHEME SHOWN WILL CLOSELY PARALLEL FINAL p
LAYOUT. PROPOSED NEW FACADE
C SCALE: 1 /g„ - 1 ,_0„ A/R.N/A IY• w
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CS SCALE: NTS A/R: w
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10535 OCEAN °
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TABLE R301.2(2)-continued U C:)
COMPONENT AND CLADDING LOADS FOR A
BUILDING WITH A MEAN ROOF HEIGHT OF 30
FEET LOCATED IN EXPOSURE B(ASD) (psf)a,b,c.
d,e,f
EFFECTIVE ULTIMATE
WIND AREA DESIGN WIND
(w) SPEED,V L,
5 l h ZONE (mph)
160
PROPOSED FRONT ELEV (53 6 4 FOS Neg o 2 LL
4 4 1,2e 10 20.6 -39.3 Ul 0
CS SCALE: 1 /8" - V-0" A/R.N/A �a 0 1,2e 20 17.8 39.3 Z w f
1,2e 50 14.0 -33.5 (1 U z Z Q
1 G I 1,2e 100 11.2 28.8 - r
2n,2r,3e 10 20.6 -62.8 w W N LO ,
2n,2r,3e 20 17.8 -55.0 Q W ❑ ID
Al0 2n,2r,3e 50 14.0 44.7 Z (n Z❑ Z
N 2n,2r,3e 100 11.2 -37.0 ❑
W
p U
3r 10 20.6 -74.5 U Z ❑ Q L3 ^
HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE 00 3r 20 17.8 -62.8 � Q Q E lV
MEAN ROOF HEIGHT EXPOSURE CATEGORY m 3r 50 14.0 -46.4 Q Q U [� a
Walls (ft) B cc 3r 100 11.2 -46.4 [] L
15 0.82 4 10 27.6 -30.0 Q 3
4 20 26.4 -28.7 3 ❑
4 50 24.8 -27.1 L
For SI: 1 foot = 304.8 mm, 1 degree = 0.0175 rad. 4 100 23.5 -25.8
Note: a = 4 feet in all cases. N 4 500 20.6 22.9
3: 5 10 27.6 -37.0
FIGURE R301 .2(7) 5 20 2 .4 -34.5
5 50 24.8 -31.2
COMPONENT AND CLADDING PRESSURE ZONES 5 100 23.5 -28.7
5 500 20.6 -22.9
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PRESSURE ZONES �
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CS SCALE: NTS A/R:N/A o
DATE 12-21-21
SCALE
Digitally signed by Paul DRAWN 12-21-21
3 ROOF PLAN Welch JOB 10535
CS SCALE: 4 1 " = V-0" AN R: A au
Welch
/ / / Date. 2022.01 .1811 .03.00 SHEET
-05'00' CS
THIS ELECTRONIC SIGNATURE, ALONG WITH P.E. SEAL ON EACH SHEET CERTIFIES ALL SHEETS IN THIS FILE OF SHEETS
REVISIONS BY
12-22-21 RAT
66'-711
DEMO UNPERMITED
DEMO UNPERMITED WOOD STRUCTURAL WALLS
WOOD STRUCTURAL WALLS
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DEMO OLD w
FIRE WALLS 0
IN ATTIC
BUILD TEMP PROTECTION BUILD TEMP PROTECTION O
BARRIERS DEMO OLD DEMO OLD BARRIERS U)
CD
FIRE WALLS FIRE WALLS co
IN ATTIC IN ATTIC
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C15
m
0 o DEMOLITION NOTES J
T T 1. DUE TO THE NATURE OF THIS PROJECT AND THE STATE OF THE EXISTING BUILDING, U7 � 0
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co M IT IS IMPOSSIBLE TO COMPLETELY RELATE THE SCOPE OF THE DEMOLITION U z Z Q
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COMPLETED IN THE PAST. w a w L9 r
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DEMO (2) LAYERS OF 2. INFORMATION REGARDING THE EXISTING CONDITIONS WAS GATHERED FROM THE p W u] C) 0 00
GYP BOARD FROM In
ALL AVAILABLE EXISTING DRAWINGS, SURVEY AND CORRESPONDENCE WITH UTILITY, z C7 z 0 `� C3
ALL CEILINGS DIG TO DISCOVER FOOTING STAFF AND MUNICIPAL PERSONNEL. THERE ARE NO GUARANTEES AS TO THE 0 Z Ll Ll w
CONDITION Ll — Ll
& INSULATION ACCURACY OF THIS INFORMATION AND IT IS OFFERED FOR INFORMATION ONLY. � Q Q a N
DEMO ALL ROOF TOP O L Ll
BACK SLAB AND UNDER EQUIPMENT AND REPAIR CUT BACK SLAB , UNDER PIN 3. MINIMIZE DISTURBANCE AND/OR DAMAGE TO EXISTING FINISHED SURFACES AND Q 0 U 0--
CUT
PIN & POUR NEW FOOTINGS ROOF & POUR NEW FOOTINGS FOR FINISHES. ALL FIRE AND SMOKE RATINGS SHALL BE RETAINED AS PART OF THE U D o
FOR NEW CMU WALLS NEW CMU WALLS REPAIRS AND PATCH/SEAL HOLES WEATHERTIGHT WHERE REQUIRED. LL
o 4. ALL AREAS OF EGRESS SHALL BE KEPT OPEN AND FREE FROM DEBRIS AT ALL TIMES.
1 5. DO NOT REMOVE ITEMS SUPPORTING OTHER ITEMS WITHOUT PROVIDING
� TEMPORARY OR PERMANENT SUPPORT AS REQUIRED. SEE DRAWINGS FOR AREAS
DECOMMISION GREASE AND EXTENT OF ASSUMED DEMOLITION. PROPERLY SUPPORT ALL EXISTING ITEMS TO co
BUILD TEMP SHURING WALLS TRAPS BUILD TEMP SHURING WALLS REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED SUPPORTS w
TO JACK ROOF TRUSSES g�_4�8 TO JACK ROOF TRUSSES FOR AFFECTED ITEMS. h �'oJ o
6. PURPOSE OF THIS DEMOLITION IS TO DETERMIN THE REQUIERED ENGINEERING TO co w
BRING THIS LOCATION UP TO FBC2020 7TH ED. co
02 z
LL
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DEMO UNPERMITED DEMO UNPERMITED
DATE 07-22-21
WOOD STRUCTURAL WALLS WOOD STRUCTURAL WALLS
SCALE
DRAWN 07-22-21
DEMO PLAN JOB 10535
D1 SCALE: 1 /4" = V-0" A/R:N/A
REMOVE DOOR AND INFILL SHEET
PER SHEET 002 Dl
OF SHEETS
BRUSH REVISIONS BY
CONCRETE SURFACE 12-22-21 RAT
X N
a � �
S D D
D a
CONCRETE � D
a
D
DRILL 1 /8" LARGER HOLE THAN ALL THREAD ROD
OR REBAR. CLEAN OUT WITH BLOWOUT BULB.
COMPLETE HOLE PREPARATION WITH USE OF A
8"X ' CONCRETE ) NYLON BRUSH (DO NOT USE WIRE BRUSH)
COLUMN (HIGH (1 ) VERT# REBARS
PSI MIN.) INTO EXISTING HEADER EPDXYTUBE
CONCRETE SURFACE
12" #5 BAR @16" O.C.
EPDXY IN U" OR r- OUR
IN TILLED CELL
a
12" 5 BAR @16" D.C. D
EPDXY IN 6 ' OR POUR D
IN FILLED C LL � EPDXY
a CONCRETE � D
D
8"X8' CONCRETE PRIOR TO INJECTION, DISCHARGE ONE FLUID OUNC
LO
OF EPDXY OR UNTIL UNIFORM IN COLOR. FILL THE
STRENGTH GROUT 4000 HOLE TO 1 /2 THE HOLE DEPTH. z M
PSI MIN.) z O
EMBEDDED BOLT LU O
LOL
CONCRETE SURFACE OR REBAR a
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CD O
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LAP BARS MIN 25 Q Q cn
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EXISTING FOOTING = o 0
6" MIN. a
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48 48 48 (1 ) VERT #5 REBARS EPDXY DOWLED >� O
8" INTO EXISTING FOOTING MAX 4' �/ > 0
0.C. a CONCRETE V L0
V (y)L0U)
0
CM U WALE INFILL INSERT ALLTHREAD ROD OR REBAR SLOWLY BY
002 SCALE: 1 " = 1 '-0" A/R:N/A #3@16" o.c STAGGERED AT HAND INTO THE HOLE TO THE END USING A SLOWTWISTING MOTION. HARDENING WILL BEGIN IN 7
EACH SIDE, INSTALLED IN 4" MINUTES AT ROOM TEMPERATURE. IMPORTANT DO
DEEP HOLES DRILLED INTO 2'-0" MIN. EXISTING CONCRETE
Stucco Installation, Procedures and Guidelines EXISTING SLAB USING SLAB ON FILL NOT LOAD FOR 3 DAYS.
Masonry: EPDXY/ ADHESIVE. TYP. 1 '-0" 2 2
4
Conventional stucco over masonry surfaces may be applied with two or three coats. Two-coat systems OVERLAP
N EPDXY
U
over masonry consist of: first coat = 3/8 inch thick and finish coat = 1/8 inch thick; or over cast concrete z Q �
consist of: first coat = 1/4 inch thick and finish coat = 1/8 inch thick. Three-coat systems consist of: rn L9 :1
first coat — 1/4 inch thick, III=1'-1=1'-1=1'-1=1'-1=' — —1'1=III=1'-1=1'-1=1'1=1'—I INSTALLATION W W W W W
second coat = 1/4 inch thick, and finish coat = 1/8 inch thick over both III— —III W
NEW #3 HORIZONTAL III SAND, GRAVEL OR u] p 0
masonry and cast concrete. CONTINUOUS. INSTALL III— I C II o LIME ROCK FILL WELL Z D z It
When required by ASTM C 926, Section 5.2.2; an exterior bonding agent, conforming to ASTM C 932, #3Q12" o.c. IF WIDTH F IIIIII I = I I III COMPACTED. PROCEDURES 0 Z U U W
11=1 11=1 11=1 I =1 =1 I I III v _ o W _
shall be used on all masonry surfaces. In lieu of a bonding agent, a dash coat, roughing the surface, or SLAB-CUT EXCEEDS 24 DO NOT UNDERMINE EXISTING SLAB Q Q ro
metal lath are also acceptable methods for bonding. NEW / L` W W w
6 MILL VAPOR PLUMBING Q Q @ a ,
FBC 2510.3 Installation, references ASTM C 926 requires form ties or other obstructions (including PIPE MAINTAIN 6 OVER LAP WITH U r 3
q g BARRIER BELOW EXISTING VAPOR BARRIER 3 V
masonry cut nails for clean out opening forms) to be removed or trimmed back even with the surface of SLAB 3 o
the solid base. In addition, if the nails are to be trimmed flush and left in place, they need to be corrosion SLAB-CUT REPAIR DETAIL ``
resistant as would be required for lath or other metal accessories, ASTM C 926 section 5.2 and C 1063
section 6.
FBC B302.8 REPAIRS. WHERE PORTIONS OF AN EXISTING SLAB HAVE
BEEN REMOVED AND ARE ABOUT TO BE REPLACED, A MEMBRANE
SHALL BE CAREFULLY FINED TO THE OPENING AND ALL OPENINGS
BETWEEN THE MEMBRANE AND THE SOIL CLOSED WITH TAPE OR MASTIC. w
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS ^y �oJ U
COVERING TYPE MINIMUM THICKNESS 1 . CONCRETE COMPRESSIVE STRENGTH F c= 3000 PSI. � W
2. REINFORCING: TO BE DEFORMED BARS CONFORMING ASTM A615, GRADE 60. 1 .�.7 a LO
W
(inches) 3. CLEAN AND ROUGHEN THE CONTACT SURFACES AT EACH SIDE OF SLAB CUT °�
Stucco or exterior cement plaster Three-coat work over: AND PROVIDE BONDING AGENT PRIOR TO POURING. ��� Goz
4. D . DEPTH OF TRENCH AS NEEDED TO ACHIEVE REQUIRED PIPER SLOPE. q W
Unit masonry 0.625b �P
0
TERMITE PROTECTION DATE 07-22-21
Two-coat work over: 0.5b PROVIDE SOIL TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES FOR ALL
Unit masonry SLAB CUTS IN COMPLIANCE W/ FBC SECTION 1816. A CERTIFICATE OF COMPLIANCE SCALE
SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED
b. Exclusive of texture. TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS DRAWN 07-22-21
ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES."
JOB 10535
2 SLAB REPAIR DETAI
SHEET
002
002 SCALE: NTS A/R:N/A
OF SHEETS