FW-10-400_Plans REVISIONS BY
GENERAL NOTES: C�NCQIJRSE
OWNER SUBMISSION
8. DISCREPENCIES: THE CONTRACTOR 'SHALL FAMILIARIZE HIMSELFWITH THE 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, I �` /� I GRAND -_ U 3 -4 -10
1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: PROJECT THROUGLY. INSPECT THE SITE DRAWINGS AND SPECIFICATIONS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. LEGAL G A L. D E S C R I P TI 0 N PERMIT SUBMISSION
A. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SO AS TO THROUGHLY UNDERSTAND IH.E WORK. ANY AND ALL
AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS 3 -9 -10
SPECIFICATIONS). DISCREPENCIES AND OMMISSIONS SHAI;_h BE REPORTED TO THE ARCHITECT UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8"
B. FLORIDA. BUILDING CODE 2007 HVZ EDITION. PRIOR TO THE COMMENCEMENT OF AN WORK. IT IS THE RESPONSIBILITY AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC LOT 11 AND THE
OF THE CONTRACTOR TO INSURE THAI?IDISCREPENCIES AND OMMISSIONS '
C. ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND ARE REPORTED AND CLARIFICATION OI31tAiNED. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL SOUTHWESTERLY 15 FEET OF
II, TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE LOT 10, BLOCK 102, AMENDED / ' 10 1 9 1 8 I 7
REGULATIONS.
9. BEFORE COMMENCING WITH THE Wb>�K, THE CONTRACTOR SHALL FILE APPROVED MATERIALS FOR SITE GRADING. "MIAMI ,
D. NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON PLAT OF MIAMI SHORES
UNDERWRITERS AMOUNTS REQUESTED BY THE OWNER] FOR WORKMENS COMPENSATION, STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL.
COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY SECTION 4 ACCORDING TO THE z __
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2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE DAMAGE, IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED PLAT THEREOF Lv
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THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE SHALL IDEMNIFY THE OWNER AND THEI ARCHITECT FOR ANY AND ALL OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. ' AS RECORDED Q
PRECEDENT OVER SCALE. COSTS, CLAIMS, SUITS, AND JUDGEMEN TS BEARING CAPACITY OF SOIL AT ALL FOUNDATION TO BE 2500 PSF
S ,. IN PLAT BOOK 15 AT PAGE 14
�S FOR PROPERTY DAMAGE AND
PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT OF THE PUBLIC REOCRDS OF
3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE CONTRACTOR.
JOB UNLESS OTHERWISE NOTED OR SHOWN. MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE MIAMI —DADE COUNTY, FLORIDA. ` 12 113 114 1 15 116 1 17 118
16. THE CONTRACTOR SHALL GUARANT E IN WRITING IN A FORM AS PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS LYING IN THE VILLAGE OF MIAMI '
4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ACCEPTABLE TO THE OWNER ALL LABO AND MATERIAL INSTALLED BY HIM DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN Z
SHORES.
ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A FOR A PERIOD OF NO LESS THAN O 1 9 NE YEAR AFTER DATE OF
!� LAYERS NOT MORE THAN 12 THICK. WATER AND COMPACT EACH LAYER
WORK � - - � --
DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR F Do
FOR P ADJUSTMENT
TO SOLID MASS EQUAL TO . SURROUNDING UNDISTURBED SOIL.
ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE / �
BEFORE PROCEEDING WITH THE WORK. REPLACED OR PROPERLY REPAIRED AT �O ADDITIONAL COST TO THE &PROVIDE GROUND POISONING PER FHA M.P.S. — m � o�-
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OWNER. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH °
5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE SIDES OF FOUNDATION WALLS WHICH ARE NEW. N E 5TH AVE. 01-- Z o 1 1
CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT N W �
SECTIONS OF THE SPECIFICATIONS. ACCORDANCE WITH THE MANUFACTURER OR INDUSTRIES RECOMENDATIONS DIVISION 9 FINISHES: a rn o rr
AND SPECIFICATIONS.
1. STUCCO: SCOPE OF WORK LOCATION MAP Y = � =
6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE
CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR DIVISION 2 SITE WORK A. STUCCO FINISH TO MATCH EXISTING SCALE: 1 =100
CONSTRUCTION SHALL BE OF
THE CHARACTER AS FOR SIMILAR CONDITIONS , B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS.
THAT ARE SHOWN. 1.NEW FOOTINGS SHALL REST ON FIRMA I NATURAL SOIL OR APPROVED „
COMPACTED FILL. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON 1) REPAIR EXISTING 20 L.F. OF DAMAGED 4 —0 HT
2.FILLUNDER BUILDING :COMPACTED WIT SAND: NOT MORE THAN 10 EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. EXTERIOR BLOCK WALL W/ 5/8" STUCCO BOTH
7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH GRAND CONCOURSE
AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF ACCEPTABLE. SIDES
ON FRAME CONTT. TO MASONRY CONTT.
SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY
BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK 3. PAINTING:
BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AND/OR SAND CONTAINING A M' OF 80% SAND WITH NO ROCK A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR
AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK /
CAUSED BY HIS OPERATI �N12 LARGER THAN WILL PASS THROUGH A � '� "RING. EXTERIOR PAINT AS APPLICABLE
TIE BEAM
FOUNDATION SCHEDULE
COLUMN SCHEDULE
MARK SIZE REINF RCiNG REMARKS 8 "X8" CONCRETE COLUMN
TC - 1 w
SLOPE TO THE WF - 16 12" X 16" 2 #5 CONT. EXISTING W/1 #5 IN FILLED CELL /
INSIDE 8 "X12" CONCRETE
WF - 10 10 X 16" 2 # CO NT. EXISTING TC - COLUMN W/4 #5 CONT. AND
#3 TIES @ 8" 0. C.
8 "X12" TIE BEAM
REINF. 4 #5 CONT.
3 TIES ® 36 O.C. � II
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EXISTING RESIDENCE
" 1 EXISTING 3' -0 "WIDE X 4' -0 HT.I (
# 5 ®48 O.C. A _ 1 WOOD GATE TO BE RE- INSTALLq
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( # BAR CO I I /
FINISH GRADE / UP TO NEW TIE BEAM i I O
DOWN TO EXISTING
CELLS GROUT CHECK / / FOOTING @ 48 O.C.
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OPENING
REMOVE PARTIALLY
DAMAGE WALL DOWN TO
EXISTING FOOTING AND
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STRUCTURE NOTES:
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GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in i REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications CONCRETE BLOCKS Shall conform to the latest standards of Florida Building Code 2007 addition hvz. All load bearing wall
drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be ®®
with work. Contractor shall comply with all the provisions of the Florida Building Code 2007 HVZ edition Contractors shall provide addequate chair to support the reinforcing and to prevent displacement continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor Z w _J w
& supplements the ACI 318 -05 specifications. Coordination of the work of all trades (structural, All discontinuous end of all top reinforcing, shall be hooked. Provide 2 - #5 5' -0" long (bent in the shall provide opening at the bottom of reinforced masonry unit at each level for inspection.
plumbing, electrical, air conditioning and architectural ) at the time of erecting this building struct e middle) corner bars at all corners. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type
is contractor responsibility. No additional payments shall be made to the contractor, for the I Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression walls @ 16" c.c. Extend wires 4" into concrete columns. Yp for all masonry ® U Q w
contractor's failure to correct conflicting field conditions after the structure has been erected. members shall be in accordance with ACI 318 -05 AND FBC 2007 HVZ . Lap top reinforcing steel at Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0" LL U) � U
The engineers shall not be responsible for, nor have control or charge of construction means. the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, marked on foundation plan TC -1
Methods sequence, or procedures, or for safety precautions and programs. All change orders must scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional
be signed and approved by the owners prior to approval by the architect and/ or engineer. #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per RAWN
column reinforcing detail. Splice length for these reinforcing shall be minimum . D
30 "
CONCRETEMinimum compressive strength for all structural concrete shall be as follows (unless otherwise Columns . . . . . . . . . . . 1 1/2" Grade beams . . . .3" M. M.
specified on the plan) Beams . . . . . . . . . . . . 2" Slab. . . . . . . . . .1" SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete CHECKED
Beams . . . . . . . . . . . . . . . . . . 3000 PSI ® 28 days cost.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub ast, M.A.C.
electrical, mechanical shall be coordinated with related plans.
Columns . . . . . . . . . . . . . . . . . 3000 PSI ® 28 days STRUCTURAL STEEL A.I.S.0 360 Steel shall conform to ASTM A -36. 36,000 PSI. min. yield / DATE
3-4-10
Slabs . . . . . . . . . . . . . . . . . 3000 PSI @ 28 days WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating i I SC A LE
Ail structural concrete 3000 PSI @ 28 days PREPARATION OF A letter will be submitted after the ground has been broken attesting that the site has been shall be used where wood is in contact with concrete. Lumber grade and speci s for ro / -3,
AS SHOWN
Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply observed and the foundation conditions are similar to those upon which the design is based. trusses shall be determined by truss fabricator. 2005 National Design Spe c ions a e Florida JOB No.
FOUNDATION
capacity of 2000 sf. based on visual) inspection or foundation report. If a bearing capa
with ACI- 301 -05 and ACI- 318 -05 the FBC2007 HVZ. Aggregate shall be clean and well graded p Y P Y p P g p Y Building Code 2007 edition HVZ 1O
with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in of less than 2000 psf. is encountered, the engineer shall be notified before proceeding with TESTING MATERIAL Contractor is responsible for the expenses of all required testing, perf rmed a pr e tepting SHEET
manufacturer's rinted direction and shall be free of calcium chloride. work. laboratory. Contractor shall submit all test result to engineer.
p � Structure Type Building �
WIND CRITERIA
Detailed Wind Load Design Basic Wind Speed (V) 146 mph h A-1
(Method 2) per ASCE 7 -05 Struc Category (l, 11, III OR 1) II
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WIND05 v1 -12 OF 1 SHEETS
Exposure (B, C OR D) C �-
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