|
GENERAL NOTES
<br />1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
<br />ft EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED
<br />IN THESE DOCUMENTS ARE UNDER FBCR BTH EDITION (2017) UNO.
<br />2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
<br />BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
<br />THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
<br />DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
<br />3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
<br />PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
<br />4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
<br />OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
<br />THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
<br />CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
<br />FABRICATION OF THE WORK.
<br />5. THE ARCHITECT/ENGINEERSHALL NOTBERESPONBIBLE FOR THESAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
<br />OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
<br />6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
<br />SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
<br />CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
<br />7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS.
<br />8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
<br />9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
<br />GARAGES AND CARPORTS
<br />1. GARAGEDOOR
<br />A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
<br />B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
<br />C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
<br />2. AS PER SECTION R3025.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA ROOM USED FOR SLEEPING
<br />PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH
<br />SOUD WOOD DOORS NOT LESS THAN 13/B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
<br />13B INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
<br />3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE
<br />DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.481"SHEET STEEL V MIN. RIGID
<br />ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
<br />GARAGE.
<br />4. AS PER SECTION R302.8 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT
<br />LESS THAW% -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
<br />SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
<br />WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE
<br />PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT.
<br />SnWORK
<br />1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT),
<br />2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES,
<br />SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL
<br />DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
<br />FINISH GRADES, PLANTING AND IRRIGATION.
<br />3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
<br />ARCHITECT.
<br />4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL
<br />DISTANCE FROM THE NEAREST EDGE OF THE FOOTING,
<br />5. ALL BACKFEL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN S'
<br />LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE
<br />BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
<br />6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
<br />7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
<br />8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE.
<br />9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
<br />REQUIREMENTS.
<br />10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
<br />ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
<br />CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CTTY,AND COUNTY BUILDINGAND ZONING CODES.
<br />11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
<br />DRAWING.
<br />12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
<br />BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION
<br />LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
<br />APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
<br />BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
<br />'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
<br />TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
<br />AGRICULTURE AND CONSUMER SERVICES."
<br />T�
<br />1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
<br />HEREIN:
<br />A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
<br />B. NATIONAL FOREST PRODUCTS ASSOCIATION:
<br />I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
<br />C. SOUTHERN PINE INSPECTION BUREAU:
<br />1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
<br />D. TRUSS PLATE INSTITUTE:
<br />I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES(TPI-2002)
<br />E. APA- THEENGINEEREDWOODASSOCIATION:
<br />1. ENGINEERED WOOD CONSTRUCTION GUIDE
<br />F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
<br />2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
<br />3. MNIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
<br />4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER & WALL CONSTRUCTION.
<br />5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
<br />6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24'AND THE MINIMUM AREA SHALL BE 8 FT .SQ.
<br />PLL MMING
<br />1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL
<br />2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
<br />3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX.
<br />4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
<br />5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
<br />6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
<br />7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2
<br />8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903,
<br />9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
<br />10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26D3.2.
<br />EXTERIOR WALL COVERMOS
<br />1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
<br />THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
<br />R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
<br />EXTERIOR FINIQBEM
<br />1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, gib' THICK, OVER FRAMED WALLS
<br />APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
<br />THAN 2 COATS, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
<br />2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
<br />ASTM-C926 & ASTM-C1063.12a
<br />3. LATH & ACCESORIES PER ASTM-C-1D63.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
<br />- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
<br />- 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
<br />- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
<br />- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
<br />- CASING BEAD DETAILS - DRIP EDGE DETAILS
<br />- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
<br />- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
<br />- WINDOW FLASHING DETAILS
<br />4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703.7.
<br />mORY OY'PMUM BOARD
<br />UNDER STAIR PROTECTION:
<br />1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
<br />ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7.
<br />.1 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32780
<br />PH: 407-774-6078
<br />FAX: 407.7744078
<br />www.abdesW%roup.mm
<br />AA 8: 0003325
<br />amnr
<br />ava0><v. ae Lozs
<br />SILVERAD0
<br />LOT #10
<br />BLK. #11
<br />[PItOJECT
<br />0 2-1 1
<br />MODSMA
<br />4ENB
<br />"1751-NEUVILLE"
<br />GA tAGN awMO:
<br />RIGHT
<br />PAO)Q:
<br />GENERAL
<br />NOTES
<br />150 MPH EXP. B
<br />ROLAiC A ABOL
<br />ARM YC4 J
<br />DwT 10/23/18
<br />scAI.E. 1/4"=1*-O"
<br />a swr
<br />GN
<br />
|