12-703-001PANTli,.aLAKIS RESIDENCE NEW DECK
6251 SW 58TH STREET, SOUTH MIAMI, FL 33143
PROJECT DATA LIST OF DRAWINGS
LOCATION; 6251 SW 58TH STREET
BLOCK: 6 A- 000.00 SITE PLAN, LIST OF DRAWINGS,
LOT(Sj; 181 19 A- 100.00 NEW DECK PLAN, FRAMING PLAN, DETAILS
SCOPE OF WORK:
PROPOSED NEW WOODEN DECK IN REAR YARD AND NEW
CONCRETE WALKWAY IN SIDE YARD. PROPOSED WORK DOES
NOT CONSTITUTE ANY CHANGE IN EGRESS, OCCUPANCY OR USE.
ADMINISTRATIVE
THE ARCHITECT /ENGINEER HAS NOT BEEN RETAINED FOR THE SUPERVISION OF WORK & IT REMAINS INCUMBENT ON
THE CONTRACTOR TO TO INFORM THE BUILDING DEPARTMENT OR THE ARCHITECT /ENGINEER OF ANY DISCREPANCIES
OR CHANGES ON THE APPROVED PLANS.
NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN SECURED AS REQUIRED BY THE GOVERNING
,;_AGENCIES,
NI-HE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK &
SHALL REPORT ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT /ENGINEER BEFORE PROCEEDING.
ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE CONSTRUCTION OF THIS PROJECT IS TO BE PERFORMED
BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN THE STATE OF FLORIDA & AS REQUIRED BY LOCAL
AGENCIES. DO NOT SCALE DIMENSIONS FROM DRAWINGS, WRITTEN DIMENSIONS ARE TO BE FOLLOWED FOR
CONSTRUCTION PURPOSES, LARGE SCALE DRAWINGS TAKE PREFERENCE OVER SMALLER SCALE DRAWINGS.
NO WORK IS TO BE STARTED UNTIL THE PLANS ARE APPROVED BY THE CITY OF SOUTH MIAMI BUILDING DEFT
AND A WORK PERMIT IS OBTAINED.
THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND ARE TO FULLY COMPLIED
WITH IN ALL RESPECT,
THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE SO THAT HE MAY DETERMINE THE DIFFICULTIES HE
MAY ENCOUNTER DURING CONSTRUCTION.
FOUNDATION DESIGN IS BASED ON TYPICAL SUBSOIL CONDITIONS. BORINGS AND /OR TEST PITS MAY BE REQUIRED
BY AND FURNISHED BY THE OWNER, EXACT FOUNDATION REQUIREMENTS ARE SUBJECT TO CHANGE BASED ON
CONTROLLED INSPECTIONS OF SUBSOIL CONDITIONS AND MAY VARY FROM THOSE INDICATED ON THESE DRAWINGS,
CONTRACTOR /OWNER IS RESPONSIBLE TO NOTIFYING UTILITY COMPANIES TO VERIFY EXACT LOCATIONS OF THEIR
UTILITY LINES, SERVICE AND OTHER POSSIBLE EQUIPMENT.
THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING SITE,
PRIOR TO COMMENCEMENT OF WORK THE ADJACENT PROPERTY OWNERS SHALL BE GIVEN 5 DAYS WRITTEN NOTICE
BY CERTIFIED MAIL, WHERE ADJACENT PROPERTY IS AFFECTED BY FOUNDATIONS, GRADING, EARTHWORK OR DEMO
WORK.
AN ACCURATE AND COMPLETED SURVEY, MADE A LICENSED SURVEYOR, SHALL BE SUBMITTED TO THE APPLICANT OF
RECORD AFTER COMPLETION OF WORK SHOWING THE LOCATION AND ELEVATIONS OF ANY NEW BUILDING OR
EXTENSION, FINISHED FLOOR ELEVATION, GRADE ELEVATIONS AND SHALL COMPLY TO THE MINIMUM INDUSTRY
STANDARDS,
SITE WORK
ALL EXISTING SITE CONDITIONS DAMAGED BY ANY EQUIPMENT, MACHINERY OR CONSTRUCTION, ARE TO BE REPAIRED
OR REPLACED TO THEIR EXIST'G CONDITIONS PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
ALL FILL MATERIAL SHALL BE SOIL OR SOIL -ROCK MIXTURE FREE FROM ORGANIC MATTER AND OTHER
OBJECTIONABLEMATERIAL, IT SHALL CONTAIN NO ROCK OR LUMP OVER 6" IN GREATEST DIMENSION AND NOT MORE
THAN 15% OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2.5" IN GREATEST DIMENSION,
CONTRACTOR /OWNER IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES AND VERIFYING LOCATION OF SAME
UTILITY COMPANY LINES, SERVICES AND OTHER POSSIBLE EQUIPMENT OF UTILITY COMPANY,
GENERAL CONTRACTOR SHALL VERIFY ALL INVERT ELEVATIONS AND SEWER CONDITIONS INDICATED PRIOR TO
CONSTRUCTION ARCHITECT /ENGINEER ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED IN SURVEYS OR
SEWER DEPARTMENT RECORDS,
VERIFY DEPTH OF EXIST'G ADJACENT PRIOR TO CONSTRUCTION. UNDERPINNING MAY BE NECESSARY AND WILL BE
FILED UNDER A SEPARATE APPLICATION.
PROTECTION OF SIDE OF EXCAVATION SHALL BE PROTECTED BY SHORING & BRACING AND SHEETING, WITH THE
EXCEPTION OF ROCK CUTS, THE SIDES OF ALL EXCAVATION OPERATION 5' -0" OR GREATER IN DEPTH SHALL BE
PROTECTED AND MAINTAINED BY SHORING, BRACING & SHEETINGOR BY OTHER RETAINING STRUCTURES. ALTERNATIVELY,
EXCAVATED SLOPES MAY INCLINED NOT STEEPER THAN 45 PROVIDED SUCH SLOPE DOES NOT ENDANGER ANY
STRUCTURE. (27 -1032 A)
CONCRETE WORK
PRIOR TO COMMENCEMENT OF WORK, THE ADJACENT PROPERTY OWNER SHALL BE GIVEN 5 DAYS WRITTEN NOTICE BY
CERTIFIED MAIL, WHERE ADJACENT PROPERTY IS AFFECTED BY FOUNDATIONS, GRADING, EARTHWORK OR DEMOLITION.
UNLESS OTHERWISE SPECIFIED, DESIGN, MATERIAL AND METHOD OF CONCRETE CONSTRUCTION SHALL COMPLY WITH
THE REQUIREMENTS OF THE BUILDING CODE AND A,C,I. AS AMENDED AND ACCEPTED,
3 TEST CYLINDERS SHALL BE MOLDED FOR EACH 50 YDS, OR FRACTION THEREOF, OF EACH CLASS OF CONCRETE IN
ANY ONE DAY. SAMPLES SHALL BE TAKEN FROM THE MIXER AS PER A.S.T.M. C172 -54, CURED AS PER A.S.T.M. C39 -66,
& TESTED AT THE AGE OF 28 DAYS AS PER A.S.T.M. C39 -66. TESTS SHALL BE PERFORMED BY A LABORATORY
ACCEPTED BY THE BLDG DEFT. CYLINDERS REPORT SHALL BE FILED WITH THE BLDG DEPT AS REQUIRED.
TEST CYLINDERS SHALL BE STORED IN AN INSULATED CURING BOX, AND LOCATED IN A SAFE PLACE TO MINIMIZE
HAZARD OF DISTURBANCE DURING CURING, FREE FROM VIBRATIONS, REMOTE FROM TRAFFIC,
NO FOOTINGS SHALL BE INSTALLED UNTIL THE BEARING SURFACE HAS BEEN INSPECTED AND APPROVED BY A SOIL
ENGINEER OR AN ARCHITECT RETAINED BY THE OWNER AND /OR CONTRACTOR,
SIDES OF EXCAVATIONS TO BE PROTECTED, INCLUDING RELATED OR RESULTING EMBANKMENTS, 5 FEET OR GREATER
IN DEPTH,
ALL FOOTINGS TO BEAR ON CLEAN, FIRM VIRGIN SOIL CLASS 8 -65 SM AND TO HAVE A MIN. COVER OF 2 FEET.
DIFFERENCES IN FOOTING LEVELS SHALL BE STEPPED AT A 30 ANGLE OF REPOSE.
WOOD & PLASTIC
MATERIALS, DESIGN AND CONSTRUCTION OF CARPENTRY SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
A: LUMBER AND TIMBER AS PER NLMA 1962, NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND
ITS FASTENINGS, AND 'AS MODIFIED BY CODE.
B: PLYWOOD SHALL COMPLY WITH APA 1966, PLYWOOD DESIGN SPECIFICATIONS.
WOOD STUDS SHALL BE STANDARD GRADE Fs= 1200 PSI,
WOOD JOISTS SHALL BE OF THE FOLLOWING SPECIES:
A; DOUGLAS FIR, COAST REGION, CONSTRUCTION GRADE Fs= 1400 PSI,
B; HEMLOCK, WEST COAST CONSTRUCTION GRADE Fs= 1400 PSI,
C: SOUTHERN PINE #1 Fs= 1400 PSI.
INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL POINTS OF SUPPORT AND WHENEVER SHEATHING OR FLOOR
IS DISCONTINUOUS.
ALL LUMBER TO BE GRADE MARKED PRIOR TO DELIVERY TO THE SITE. GRADE TO BE AS SPECIFIED ON
DRAWINGS. PLYWOOD SHALL BEAR SPECIFICATION AS TO GRADE, TYPE, SPECIES OR IDENTIFICATION INDEX.
ALL TAIL BEAMS TO BE RESTED ON APPROVED TYPE "TICO" METAL JOIST HANGERS,
ALL LUMBERS MUST BE PRESSURE TREATED LUMBER ONLY
ADJACENT LOT- NOT PART OF THIS APPLICATION
100.01
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REVISIONS:
NO.: DESCRIPTION: DATE:
1 ICLIENT REVIEW x/6/2012
ISS U ES:
PANTELAKIS RESIDENCE
6251 SW 58TH STREET
SOUTH MIAMI, FL 33143
PROJECT:
PROPOSED NEW DECK
EXISTING REAR YARD
AT
DRAWING TITLE:
SITE PLAN
DRAWING LIST
PROJECT DATA
NOTES
SEAL & SIGNATURE
DATE: AUG 06 2012
SCALE: AS NOTED
CKD BY:
DRAWN BY: ACL
PROJECT:
12 -006
DWG NO.:
A_000
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