HomeMy WebLinkAboutConstruction PlansA R C N I T E C T S
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 5th EDITION OF THE FLORIDA BUILDING
CODE (FBCR), AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
WIND LOAD CRITERIA
I. ULTIMATE WIND SPEED 170 MPH
II. WIND IMPORTANCE FACTOR (IW) 1.0
II. EXPOSURE CATEGORY C
IV. WIND DIRECTIONALITY FACTOR (KD) 0.85
V. INTERNAL PRESSURE COEFFICIENT (GCPI)
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VIERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED
CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SF)ECIFICALLY DETAILED,
10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS
SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT
GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION
R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 EDITION, AND CHAPTER 3, SECTION R301.2.1.2 OF THE
FLORIDA BUILDING CODE, RESIDENTIAL.
SITE WORK
1. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING
AND IRRIGATION.
2. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS
BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED
-____UNLESS.NOTED.OTHERWISE.
_
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT,
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''% THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING,
5. ALL. BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
12. LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESIGNED ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE
BUILDING LOCATED A MINIMUM OF 5'-0" AWAY FROM THE SIDE LOT PROPERTY LINE. ARE UN -RATED AND IN COMPLIANCE W/ FBCR
302. ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR LOCATION OF BUILDING ON SITE, WHEN BUILDER
LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS THAN 5A" FROM SIDE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE
LOT SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER OF RECORD TO MODIFY AFFECTED DETAILS TO COMPLY W/ SECTION
R302 FOR FIRE RATED CONSTRUCTION..
PLUM_B_ING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL,
2. WATER SUPPLY LINES SHALL BE CPVC.
3. CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH AMAFLEX,
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2014 FLORIDA BUILDING CODE (R).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2014 FLORIDA BUILDING CODE (R),
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR
CONCRETE. (MINIMUM STUCCO THICKNESS OF 7/8INCH.)
2. STUCCO OR PORTLAND CEMENT PLASTER & METAL ACCESORIES IN ACCORDANCE WITH ASTM-C1063 / C-926
CONCRETE zj
1. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE.
2. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING,
ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM 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 LONGER FOR 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT
SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE
CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE.
3. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL SHALL BE AS FOLLOWS:
A. 3" FOR CONCRETE CAST AGAINST AND PERMANETLY EXPOSED TO EARTH (FOUNDATIONS)
B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER:
1-1/2" FOR #5 AND SMALLER.
2" FOR #6 AND LARGER.
C. FOR CONCRETE EXPOSED TO WEATHER:
3/4" FOR SLABS, WALLS AND JOISTS
1-112" FOR BEAM AND COLUMN PRIMARY REINF., TIES, STIRRUPS
FORMWORK )
1. FORMWORK, SHORING AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS. AND FOOTINGS SHALL BE /
DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".
WELDED WIRE MESH
1. WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65, FREE FROM OIL, SCALE, AND RUST AND SHALL BE PLACED IN
ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS 2", WIRE MESH FOR SLABS SHALL BE
SUPPORTED W/ 2" CHAIRS SPACED T-0" O.C., EACH WAY.
REINFORCING STEEL
1. REBAR SHALL BE ASTM A615 GRADE DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH
THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL
SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO.
SEE LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ARCHITECT'S REVIEW.
PLAN REINFORCEMENT
MASONRY OTHER THAN TOP BARS TOP BARS
BAR # SPLICE LENGTH (3000 PSI) (4000 PSI) (3000 PSI) (4000 PSI)
3 - 16" 16" 21" 18"
4 24" 22" 1911 28" 24"
5 30" 27" 23" 35" 30"
6 36" 35" 31" 46" 40"
7 42" 48" 42" 63" 54"
MASONRY
1. ALL BLOCK WALLS SHALL BE 2-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE
WITH ASTM C-90, GRADE N, fm= 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP
MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL
MASONRY CELLS SHALL COMPLY WITH ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28
DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10".
PLACE GROUT IN ACCORDANCE W/ ACI 530-08. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL
BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8"
THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED.
2. WHEN REQUIRED, HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE DUR-O-WAL
(ASTM CLASS B-2, HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (16" ON CENTER) UNLESS OTHERWISE NOTED. JOINT
REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM 8"
3. LAP VERTICAL REBAR 6 X BAR NO., U.O.N.
4. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY
STRUCTURES" (ACI 530.1-08/ASCE 6-08/TMS 602-08), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
OF Design
Group Inc.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAF rlNG INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
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GRAFTING INC:.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
SUBDIV. 8c LOT:
RIVER BEND
SLOT #14
170 MPH EXPCOJFE
PROJECT#
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MODEL:
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• STATE OF FLORIDAINDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR:
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SKEET # DESCRIPTION 5
STANDARD PACIFIC HOMES PG Cl—COVER PAGE
825 CORAL RIDGE DR. PG GN—GENERAL NOTES —
CORAL SPRINGS FL, 33701 PG Al —PLAN, ELEVATION, DETAILS, ELECT. PANEL SCHEDULE & RISER
TEL: (954) 575-7300
SUBDIV. 8c LOT:
RIVERBEND
LOT #14
• STATE OF FLORIDA
170 MPH EXPOSURE 'C'
PROFESSIONAL ARCHITECT: PROJECT##
JAMES CANTWELL 03303.014
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AR1A.B. DESIGN GROUP, INC. �IIgSECTJRSTFI�T
1441 NORTH RONALD REAGAN BLVD. � �" 11 0i1C TO KITCHEN
LONGWOOD, FLORIDA 32750 ` prr.�LKiG.
Tel: (407) 774 6078
Fax: (407) 774-4078 GARAGE SWING:
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DESIGN CRITERIA: ST.IXT � l_<6 WYFF��'jo_t
PAGE:
8T. L,LrC rRi T�' uT rr•FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL .a, i E.�3�COVER
•FLORIDA FIRE PREVENTION CODE 5TH EDITION _PLANS\7)I;k41! "1tP5 ����
OR. NO _INSPECT I0,N �4 -1 13E �` #SiE.
• NATIONAL ELECTRICAL CODE (NEC) — 2011 EDITION
• FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS
*ALL LOCAL AND STATE CODES
*OCCUPANCY — RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE — VB
• MIN. INTERIOR FINISH — CLASS B
•BASIC WIND SPEED(VULT)— 170 MPH EXPOSURE C ARCHITECT:
STATE OF FLORIDA
el —STORY RESIDENCE
•2—STORY RESIDENCE — MAX. HEIGHT AS PER
LOCAL STATE CODES
• SEE STRUCTURAL DRAWINGS FOR MOREINFO ZLL
SPECIFIC PARAMETERS FROM FBC 2014 CH. R44
USED FOR MANSORY AND WOOD:
•R301.1 EXCEPTION HIGH VELOCITY HURRICANEJAMESWE
MANSORY AND WOOD.ZONE DESIGN IS BASED ON CHAPTER R44 FORAR79
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10
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