HomeMy WebLinkAboutA2ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C._________________________________ ___________________________________CLIENT'S APPROVAL DATE CLIENT'S APPROVAL DATEAs indicated
1/13/2021 10:52:15 AM
A-2xxxx Noble Oaks LanePort Saint Lucie, FL 34981Al & Maria PereiraGENERAL NOTES:
THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE
BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR OMISSIONS NOT REPORTED
IMMEDIATELY IN WRITING TO ENGINEER OF RECORD. BY SUBMITTING THESE PLANS FOR PERMIT
THE BUILDER ACCEPTS FULL RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION
DEPICTED WITHIN AND IT IS ASSUMED THE BUILDER HAS READ AND UNDERSTANDS THE NOTES
BELOW.
DESIGN LOADS IN ACCORDANCE WITH 2020 FBC 7TH EDITION CHAP. 16
ASSUMED SOIL BEARING CAPACITY MINIMUM: 2500 PSF
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS
CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT
SHOWN ON STRUCTURAL DRAWINGS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL
BE CONSTRUED TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A
DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN FIELD.
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF ANY DISCREPANCIES ARE
DISCOVER THE ENGINEER OF RECORD MUST BE CONTACTED BEFORE THE COMMENCEMENT OF
CONSTRUCTION.
THE STRUCTURE IS DESIGNED TO SELF SUPPORTING AND STABLE AFTER BUILDING IS COMPLETE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES TO ENSURE
SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE
ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE
PREPARATION REQUIREMENTS AND SLAB-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION
LOADS.
THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING
STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL
CLOSELY PARALLEL FINAL FLOOR DESIGNERS LAYOUT. PROVIDE SIGNED AND SEALED SHOP
DRAWINGS AND CALCULATIONS FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS
THE ENGINEER CHECKS BEAM, WALL, COLUMN AND FOOTING CAPACITIES AGAINST KNOW
LOADING. FAILURE TO PROVIDE SHOP DRAWINGS MAY RESULT IN ADDITIONAL ENGINEERING
COSTS DURING CONSTRUCTION.
FORMWORK NOTES:
FORMWORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, COLUMNS, WALLS, AND
FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A.C.I 347,
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".
ANY AND ALL PLUMBING PIPE PENETRATIONS THROUGH FORMED WORK SHOULD BE DONE
SO THAT REINFORCING STEEL IS NOT DISRUPTED AND COVER FOR STEEL IS NOT AFFECTED
ANY UTILITY PIPES PENETRATING FOOTERS TO BE PROPERLY SLEEVED TO AVOID PIPED
UTILITIES FROM BEING SHEARED DURING SETTLEMENT OF STRUCTURE
ELECTRICAL PIPES INSIDE OF THE POURED COLUMNS SHALL NOT TAKE UP MORE THAN 10%
OF THE CROSS-SECTIONAL AREA OF THE COLUMNS AND THEY DO NOT AFFECT THE COVER
ON THE REINFORCING STEEL
CONCRETE NOTES:
CONCRETE HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318-05, BUILDING CODE
REQUIREMENTS FIR STRUCTURAL CONCRETE
NORMAL WEIGHT CONCRETE (145 PCF) 28-DAY COMPRESSIVE STRENGTHS.
PILING 5000 PSI WITH .40 WATER-CEMENT RATIO
SHALLOW FOUNDATIONS 2500 PSI.
PILE SUPPORTED FOUNDATIONS 5000 PSI WITH .40 WATER-CEMENT RATIO
COLUMNS, BEAMS, AND ELEVATED SLABS, 3000 PSI.
CONCRETE SLUMP SHALL BE AS FOLLOWS SLUMP IN INCHES
MIN MAX
MASSIVE SECTIONS, PAVEMENTS, AND SLABS 1-1/2"4"
HEAVY SLABS, BEAMS, WALLS 3"5"
THIN WALLS, COLUMNS 3-1/2"6"
MINIMUM CONCRETE CLEAR COVER SHALL BE:
SLAB -3/4"
BEAMS AND COLUMNS –1-1/2"
TIE COLUMNS -3/4"
EXPOSED UNPROTECTED CONCRETE –1-1/2"
FORMED CONCRETE BELOW GRADE -3"
UNFORMED CONCRETE BELOW GRADE -3"
PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES."(A.C.I. 315)
DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION." AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED.
CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. 301)
ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS
CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO
FIT BLOCK COURSING.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF A.C.I 301 AND ASTM C-94 FOR
MEASURING, MIXING, TRANSPORTING, ETC.
CONCRETE TICKETS SHALL BE TIME-STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM
TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL
POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT A
BATCH IS HELD FOR LONGER THE 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED.
CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK.
OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER.
FBC PROVIDES AN EXCEPTION FOR RESIDENTIAL CONSTRUCTION WHERE CONTROL JOINTS ARE
NOT REQUIRED. HOWEVER, IN THAT EXCEPTION, IT SAYS THAT THE EXCEPTION IS ALLOWED
WHERE THE OWNER ACKNOWLEDGES THAT CRACKS ARE ACCEPTABLE AND UNDERSTOOD.
JOB SPECIFIC GENERAL NOTES:
1.HOUSE IS IN A NEGLIGIBLE WEATHER AREA
2.HOUSE IS IN A VERY HEAVY TERMITE AREA.
3.FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200.
4.FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25
5.SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING
FINISH AND INSULATION
6.GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS
7.TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL
8.EGRESS WINDOWS COMPLY WITH 2020 FBCR 7TH EDITION R310.2.1 EXCEPTION #1 MIN.
NET CLEAR OPENING OF 5.0 S.F.
9.DRYER VENT TO OUTSIDE
10.LOW FLOW PLUMBING FIXTURES