11-1105-008GENERAL NOTES
1. AIA Documents A201, "General Conditions Of The Contract For Construction, Latest Edition," shall govern all work under this Contract and shall apply to all trades
and is hereby incorporated into these documents.
2. All work shall comply with all applicable National Codes, the latest edition of The Florida Building Code (herein also refereed to as F.B.C.), and updated Local Zoning
Ordinances.
The Contractor shall field verify all dimensions and existing conditions and notify the Architect of all discrepancies or needed interpretations prior to commencing
construction.
3. Omissions from drawings and/or misdescription of details of work which are manifestly necessary to carry out intent of drawings or are customarily performed shall not
relieve contractor from performing such omitted or misdescribed details or work, but shall be performed as if fully and correctly set forth and described in drawings using
most appropriate method, with final approval issued by Architect to alleviate conflicts of scheduling, drawings, details, and/or specifications.
4. All work shall be performed in the best and most professional manner by mechanics skilled in their respective trades.
5. Contractor shall be responsible for quality and performance of all materials, appliances, and work. All materials, equipment, and systems shall be installed in strict
accordance with applicable standards and manufacturers written specifications, instructions, and recommendations. Contractor shall review all shop drawings such as and
not limited to roof trusses, doors, windows and hardware. Contractor will inform the Architect of any item which deviates from the working drawings.
6. These plans may be used only under such conditions in which all applicable safety laws, rules and regulations are the sole responsibility of the contractor.
7. Written dimensions have precedence over scaled dimensions. Do not scale drawings. Field verify all dimensions.
8. Contractor is responsible that easements and setbacks are not encroached.
9. Coordinate Architectural drawings with Structural, Mechanical, Plumbing, and Electrical drawings. Any discrepancies are to be brought to Architect's attention for clarification
prior to bidding and work.
10. Contractor shall verify and coordinate all rough openings for scheduled doors, windows, and hardware, clearances for all equipment and appliances to be part of the work,
and fixture locations and clearances.
11. Typically all windows and doors to be in accordance to that specified in the drawings and applicable items of The Florida Building Code (Latest edition).
12. Provide all site clearing, excavating to required grades and lines, back fill, grading fill, compaction and dewatering as required to execute the work. All fill under slabs shall
be Compacted with fine sand fill set in 6" layers to 95% density ASTM 1157. Verify against Structural drawings. Preserve all existing trees and shrubs unless otherwise
specified by Owner.
13. Contractor shall remove all construction debris and leave the site graded as indicated on the site plan or as specified by Architect/Owner.
14. All concrete work at ground level shall have 6 Mil thick Visgeen vapor Barrier, or approved equal. Lap visqueen by min. 6" fully duct tape along length of lap.
15. Finish grade shall slope away from building walls and property lines. Refer to Site Plan.
16. Not used
17. All gates to be self closing and latching (If applicable).
18. Not used.
19. Refer to engineering drawings for all engineering information (coordinate against Architectural).
20. Rainwater shall direct itself to existing catch basins.
21. All work shall comply with chapter 10 (means of egress) of the Florida Building Code and NFPA 101. Typical throughout these documents.
22. Elevations shown on the plan refer to National Geodetic Vertical Datum (N.G.V.D.).
23. Termite protection shall be provided by registered termiticides or other approved methods of termite protection labeled for use as a preventative treatment to new
construction - -
All new structures shall comply to section 1616 of F.B.C.
24. UTILITY NOTES:
I
A. General Contractor to verify exact locations of the following outside the property line: 1. Electric Service. 2. Gas 3. Water Main. 4. Telephone.
B. All above and associated work utilities shall be as per enforced edition of the Florida Building Code F.B.C. and all applicable Codes.
C. Contractor shall verify the locations of all utilities, overhead and underground, prior to construction and coordinate with Architect/Owner prior to start of work.
D. Electrical power, telephone. water and gas shall be run as required to meet existing service. All to be verified with Architect/Owner. The Contractor shall
coordinate tie-ins and service with utility companies prior to start of work.
25. All premanufactured items such as exterior shutters and doors, but not limited to these, shall be under a separate permit if required. General contractors and any
subcontractor providing the above items shall provide signed and sealed calculations and shop drawings. All submissions shall be according to N.F.P.A. 101 and the latest
edition of the F.B.C. for A/E approval prior to fabrication and ordering. All manufactured items shall meet high velocity hurricane zone (HVHZ) prior to ordering and work,
typical throughout project. Refer to Structural engineering sheets for applicable information, i.e. wind pressure calculations, etc.
26. Typical throughout project: Where slope is indicated with an arrow, contractor to provide 1/4" per ft. min. slope or as noted.
27. For septic tank and drain field refer to plumbing drawings (if applicable).
28. Every closet door latch shall be operable by a child from inside the closet.
29. Every bathroom door shall be openable from the outside during an emergency when locked. Per life safety code 21.2.4.4
30. All window shutters to have current Miami - Dade county approval.
31. All glazing within 60" of tub or shower shall have safety glazing per section 2411.62 F.B.C. - Typical
32. The plans and specifications are not intended to depict each and every detail as the party in the field. The contractor is in the best position to verify that all conditions are
completed to provide a watertight structure.
33. FEMA NOTES:
All areas below FEMA elevation shall meet the requirements of chapter 11 C: development within flood hazard districts.
A. All walls below base flood elevation shall receive M.R. gypsum wall board & 1 coat plaster finish.
B. All Electrical, Mechanical & Plumbing shall be above base flood elevation.
34. BACKING FOR WALL HUNG FIXTURE NOTES:
Where wall -hung fixtures are provided 2" x 4" bracing between studs at point of attachment of fixture shall be provided to withstand 200 lb. force applied in all directions
(or supports be provided as per fixture manufacturer's requirement)
35. EGRESS WINDOW SPECIFICATION:
An outside window or door operable from the inside without the use of tools and providing a clear opening of not less than 20 inch in width and 24 in in height and 5.75
sq. ft in area. The bottom of the opening shall be not more than 44 inches above finished floor. All windows to be protected with Dade County product control approved
storm shutters.
36. EGRESS DOOR SAFETY NOTE:
No door in any means of escape shall be located against egress when the building is occupied. All locking devices that impede or prohibit egress or that cannot be easily
disengaged shall be prohibited.
37. APPLICABLE ITEMS OF CHAPTER .24 OF FBC. REGARDING DOORS AND OPERABLE WINDOWS IN EXTERIOR WALLS:
The design and approval of sliding doors, swinging doors and operable windows in exterior walls, including the supporting members shall -be"
based on the proposed use -height above grade in accordance with chapter 16 (High velocity hurricane zones).
Maximum glass size shall comply with fig. 2405.3 FBC
Glazing in sliding and swinging doors shall be safety -glazing complying with 16CFR 1201 safety standard for architectural glazing materials,
consumer product safety commission and as described in 2411.3.1.3.1 thru 2411.3.1.3.5
Doors containing glazing materials not greater than 9 square feet in surface area shall be classified as category II glazing products.
Category I glazing products shall be capable of withstanding a 150 lb. - ft. (102 Nm) impact test.
Doors shall be designed to be readily operative without contact with the glass.
38. ZONING DISTRICT (Residential):
Site to be filled to county flood elevation N.G.V.D. or an elevation no less than the highest approved crown elevation of the road abutting the
property.
k
RS-2
ZONING DATA
SET BACKS: REQUIRED MIN
E)IST.
PROPOSED
FRONT:
25'
4C53'
NO CHANGE
SIDE (EAST):
8'
159'
NO CHANGE
SIDE (WEST):
12'
1964'
NO CHANGE
REAR RESIDENCE:
25'
8E75'
54'-5"
LOT AREA: 21,648 sf
MAX. ALLOWABLE BUILDING
COVERAGE:
EXISTI"
PROPOSED
NOT TO EXCEED 30% OF THE
LOT AREA= 6,494.40 sf
2,256 sf (AC)
607 sf (AC)
NEW
TOTAL
SQUARE
FOOTAGE:
2,863
sf (AC)
NEW
TOTAL
SQUARE
FOOTAGE W/ GARAGE:
3,149
sf
LEGAL DESCRIPTION
26 54 40 LINDEN ACRES PLATT BOOK 56 AT PAGE 83 OF THE PUBLIC RECORDS
OF MIAMI-DADE COUNTY LOT 6 LOT SIZE 101.670 X 215
SCOPE OF WORK
ADDITION OF A NEW 607 MASTER SUITE AND LAUNDRY ROOM.
ZONE X
LOWEST FLOOR
ELEVATION
GARAGE/STOR.
ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
EXISTING
14.58 FT NGVD
13.03 FT NGVD
12.38 FT NGVD
12.13 FT NGVD
SYMBOL
LEGEND
SYMBOL
DESCRIPTION
8" C.M.U. WALL
®UNALTERED
EXISTING
L� NEW SQUARE FOOTAGE
SQUARE FOOTAGE
J
ROOF PLAN
SCALE-
T.O. BEAM
RAKED
T.O. BEAM
10'-0"
MEW GUTTER & DOWN
SPOUT
PEW CONT. VENT WITH
S:REEN 4.5 SF. ON . EACH
SUE TOTALING 9 S.F.
N=W BUILT UP ROOF
3'PLY 90# OVER 30#
TNCAPPED 12" O.C. IN
HILD AND 4" O.C. ON
O/ERLAP ON 3/4"
P.YWOOD AS PER
nUCTURAL.
TiOROSEAL WATERPROOFING
NER CONC. LID
E{ISTING ROOF TO
ITMAIN
W
Q
�O
C6
NOTE: THERE ARE NO TREES ON PROPERTY THAT ARE WITHIN 20' OF CONSTRUCTION
INCLUDING DRIVEWAYS, SEPTIC, FENCES, PIPES, BUILDING OR ROAD CONSTRUCTION.
NO TREES ARE IN RANGE OR REQUIRE TREE REMOVAL
8
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NORTH RSIDE PROPERTY LINE _101_67'= _ _.1 ~-- a0 c,a
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1 12.00' NGVD 12.50' NGVD I W
EXIST. 6' HIGH WOOD
GATE W/ NEWLY INSTALLED I f r PROPOSED T.O. STEPS o
SELF CLOSING LATCH AT 521 I 0 14.00' NGVD II
HIGH THAT SHALL PREVENT ' 1 / ADDITION
A CHILD FROM ACCESSING I I NEW ELEV i
POOL AREA UNSUPERVISED I 1 N U
14.58' NGVD 4 i i Z
I i h T.O. GRADE _ i I 0
12.38' NGVD i ! ( U)
i v >
W
NEW (( o
EXIST. 6' HIGH WOOD EXIST. i
� �, A/C PAD. ELEV. Ui
i 12; VD h T.O. DECK I N
FENCE I `� 14.03' NGVD 1 i
1 I• Z
12'-0"
MIN. SETBACK r
1 I • � .d.
NOTE: ANY SWALE 1 TI ' or r
/ 1 0
G � a -SHALL BE 15' (MIN.) AWAY �g ` 1 00 ECK I o co
FROM SEPTIC SYSTEMUJ _J
NEW 1050 SEPTIC TANK i i E
TO REPLACE PREVIOUS. a 1 /_� ' U' 0 �
REFER TO PLUMBING ( ' %''K_ '��- ' I • w
DRAWINGS. NEW TOTAL •
o ' i II -
SQUIRE FOOTAGE NOT IN Z
EXIST.,',-) • ' I
EXCESS OF MAX 3,300 i �` -, _ ;' A G:PAb.i I ' _Q
(ACTUAL W/ NEW 13.13' N0,VD
ADDITION SHALL BE I 'I • W
3,149 S.F. NE' 667 SF ''7 h T.O. GRADE
DR IN FIELD 14.13° NGVD • i I I Q
' s,`0„ '' 1 I • Z
0 U) O
It_ i' Boa 1 i I
I _ 1 I- U)
EXISTING SEPTIC TANK EXISTING
TO BE ABAONDONED i ! RESIDENCE W' I Q � V
2,542 S.F. -; yam. REMOVE AND PROPERLY I W
DISPOSE OF PREVIOUS i 1 11i' a sl MIWK
DRAIN FIELD '0) I ; 1 `_ a :«' `="
wa 15.
• r �, .� ,, �, °' I EXIST. 1 ;' ,
T.EXIST. 6' HIGH
Ld �`4 vt"tbAf' H z( i I FENCE
0
00
U.
Ld
c�'Z4fa F 4 (�Y, b a' p` *- »•- .-•Y� 7r � . = , . 0 ( 1 NEW 50% of DRAIN FIELD ; / EXIST. 6° HIGH
tl �Pin I in RESERVE (334 S.F) j' i I GATE W/ NEWLI
LO
: t3 'tr `6_I 1 ' i SELF CLOSING L
t ?` 4 «-� 3R�`� ,�8�0 NIGH THAT SHAICID
t't30 ti":�':i` { ` ;°-' y W t[�„l�"� I 1 's `d MIN. SETS BACK I A CHILD FROM
I e z •' r t t, i} �j -...•K i i 1 / ��`+ �' 1 POOL AREA UN�
.®R�"!�.� rsre r $LZt'�'k}aT7�x 8' -9 ;
1
I 15-6 oL T.O. GRADE
i z 14.13' NGVD
BE LESS I i '
VENTILATION x an w w w � z m z "
2" VENT w i �,��<az
0a: 9
0 NEW ROOF i W a> N it I- w !Z
0.0066= 6.8-------- - ---- ------------------J I 3 oL �_ F T o z a'
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EXISTING DRIVEWAY TO REMAIN I ,w" W a °z06'm �'
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•\•\ I M O W< «Z 8 a 3: p
SOUTH SIDE PROPERTY LINE 76.75' p W
NOTE: THERE ARE NO PERTINENT FEATURE ON THIS SITE OR ADJACENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLTION
O � � O
CITY OF SOUTHLMIA Z
SPUILDING DEPT. o ¢ _
„ ` 1CTURAL SECTION
OQ�W.. >-p
S.W. 69TH TERRACE ; , P: sY Z o Q 0° W
Uj Y
W 1- J � U
�O Q W
x - O Cl) J U =
------------------------------------ U CD a- to o U
I
SITE PLAN
SCALE:
1/16' -1'-W
I--
W A1.0
cn