530 Sherry Drive RES19-0088 Rot Repairing530 SHERRY DR,,,,, IVE
RESIDENTIAL BUILDING MAINTENANCE
ATLANTIC BEACH ,FLORIDA 32233
CONSTRUCTION NOTES:
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH 6TH EDITION 2017 FLORIDA BUILDING CODES AND ALL
APPLICABLE STATE AND LOCAL CODES.
2. ALL SITE WORK AND LANDSCAPING SHALL BE BY OTHERS.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS. TECHNIQUES,
SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK.
4. ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION, DISCREPANCIES SHALL BE
REPORTED BY THE CONTRACTOR TO THE ENGINEER PRIOR TO PROCEEDING. ANY OMISSIONS,
INCONSISTENCIES, VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE
CONSTRUCTION CONDITIONS AND OR REQUIREMENTS SHALL BE BROUGHT TO THE ENGINEER IN
WRITING, RESOLVED AND DOCUMENTED IN WRITING BEFORE CONTINUING WORK IN QUESTION. THE
ENGINEER, CONTRACTOR AND OWNER WILL BE NOTIFIED IMMEDIATELY OF ANY CHANGES TO THESE
DOCUMENTS.
5. THE GENERAL BUILDING PERMITS) SHALL BE OBTAINED BY THE CONTRACTOR (OWNER OR
OWNER/BUILDER).
6. THERE SHALL BE NO DEVIATIONS FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL
OF THE CONTRACTOR AND ENGINEER.
7. ALL LUMBER SHALL BE GRADED AND MARKED PRE PLAN NOTES AND DETAILS.
8. ALL FRAMING SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES.
9. ALL DRYWALL INSTALLATION SHALL BE IN ACCORDANCE WITH THE GYPSUM ASSOCIATIONS
RECOMMENDED PRACTICES FOR THICKNESS, NAILING, TAPING AND STUD SPACING.
10. ALL MATERIALS SHALL BE APPROVED BY CODE AND SHALL BE INSTALLED IN STRICT
ADHERENCE TO MANUFACTURES INSTRUCTIONS AND RECOMMENDATIONS.
11. ALL MATERIAL FINISH AND COLOR SELECTIONS SHALL BE PER CONTRACTOR/OWNER PRIOR
TO INSTALLATION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPAIR ANY DAMAGE TO
EXISTING UTILITIES OR INFRASTRUCTURE AS A RESULT OF CONSTRUCTION.
13. THE CONTRACTOR SHALL INSURE UPON COMPLETION OF ALL WORK REMOVAL OF ALL TOOLS,
EQUIPMENT, TEMPORARY PROTECTION AND EXCESS MATERIAL FROM THE SITE. CLEAN AND
POLISH ALL HARDWARE AND FIXTURES, CLEAN AND REMOVE ALL PAINT DRIPS, SPLATTER AND
STAINS. REMOVE ALL APPLIANCE PACKAGING AND PROTECTIONS. LEAVE INTERIOR AREAS BROOM
CLEAN AND REMOVE ALL DEBRIS.
ELECTRICAL NOTES:
1. ALL ELECTRICAL WORK SHALL COMPLY WITH NATIONAL ELECTRICAL CODE 2011.
2. ALL RECEPTACLES IN BATHROOMS, GARAGES AND OUTDOOR AREAS SHALL BE PROTECTED BY
GROUND FAULT SYSTEM INTERRUPTION SYSTEM (GFCI) AND AS NOTED ON PLANS.
3. RECEPTACLE BOXES LOCATED IN WALLS BETWEEN GARAGE AND LIVING AREAS SHALL BE
METAL OR U.I. APPROVED PLASTIC.
4. RECEPTACLES SHALL BE SPACED ALONG WALLS ON 6'-0" CENTER -TO -CENTER MAX. AND
12" CENTER -TO -CENTER MIN. UNLESS NOTED ON PLANS.
5. SWITCH PLATE CENTERS SHALL BE PLACED AT 42" ABOVE FINISH FLOOR ELEVATION.
6. ALL LIGHTING FIXTURES LOCATED IN CLOSETS OR STORAGE AREAS SHALL BE LOCATED
18" MINIMUM FROM SHELVING.
7. ALL BEDROOM RECEPTACLES SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER.
8. SMOKE DETECTORS SHALL BE PLACED NO MORE THEN 12" FROM CEILING, AND 3' FROM
DUCT OPENINGS, AND 10" FROM INSIDE AND OUTSIDE BEDROOM DOOR(S).
9. IF RESIDENCE HAS ATTACHED GARAGE OR ANY GAS APPLIANCES, CARBON MONOXIDE
DETECTORS SHALL BE LOCATED WITHIN 10' FROM OUTSIDE OF BEDROOM DOOR(S).
10. PROVIDE A DISCONNECT SW9TCH FOR A/C AIR HANDLER AND COMPRESSOR AS REQUIRED BY
6TH EDITION 2017 FLORIDA BUILDING CODE.
11. A MINIMUM OF 75% OF ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH-EFFECIENCY LAMPS OR SHALL CONTAIN ONLY HIGH -EFFICIENCY LAMPS (BULBS).
ROOFING NOTES:
1. ALL ROOFING MATERIAL AND WORK SHALL COMPLY WITH 6TH EDITION 2017 FLORIDA BUILDING
CODE CHAPTER 9, 2017 RESIDENTIAL CODE.
2. ALL ROOF VENTS AND PLUMBING STAACKS SHALL EXIT THROUGH REAR SIDE OF DOOR.
3. ALL BATH VENTS SHALL TERMINATE TO OUTSIDE AIR WITH GRILL OR SCREEN THROUGH EAVE.
4. ALL ROOF SHEATHING SHALL BE ATTACHED WITH 8d RING SHANK NAILS 4" ON CENTER EDGE
AND 4" ON CENTER FIELD.
5. VENTILATION FOR GABLE AND HIPPED ROOFS SHALL BE PER 6TH EDITION 2017 FLORIDA
BUILDING CODE, SECTION R806; VENTILATION SHALL BE PROVIDED TO FURNISH CROSS
VENTILATION OF EACH INDIVIDUAL ATTIC SPACE WITH WEATHER PROTECTION VENTS. ALL VENTS
SHALL BE SCREENED TO PREVENT INTRUSION OF BIRDS.
6. THE RATIO OF THE NET TOTAL FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL
NOT BE LESS THEN 1:150. THIS RATIO MAY BE REDUCED TO 1:300 PROVIDED; A VAPOR BARRIER
RETARDANT HAVING A PERFORMANCE NOT EXCEEDING 1 PEIRM SHALL BE INSTALLED ON THE
WARM SIDE OF THE CEILING OR AT LEAST 50% OF THE REQUIRED VENTILATION IS PROVIDED BY
VENTILATORS LOCATED IN THE UPPER PORTION OF THE SP�hCE TO BE VENTILATED. (AT LEAST 3'
ABOVE EAVE OR CORNICE VENTS) WITH THE BALANCE REQUIRED VENTILATION PROVIDED BY EAVE
OR CORNICE VENTS. INDICATE LOCATION OR VENT AS REQUIRED.
7. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO ASI TO PREVENT MOISTURE ENTERING
THE ROOF AND WALLS THROUGH JOINTS AND COPINGS, THROUGH MOISTURE PERMEABLE MATERIAL
AND THE INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF
PLAN PER 6TH EDITION 2017 FLORIDA BUILDING CODE, SECTION R903.2.
8. FLASHING SHALL BE INSTALLED AT ALL ROOF TO WALL INTI=RSECTION WHERE THERE EXIST A
CHANCE OF MOISTURE ENTERING DUE TO ROOF SLOPE AND DIRECTION AND AROUND ROOF
OPENINGS. WHERE FLASHING IS METAL, IT SHALL BE CORROSION RESISTANT WITH A THICKNESS
AS CALLED FOR IN THE 6TH EDITION 2017 FLORIDA BUILDING CODE, SECTION R903.2.1 TABLE
903.1.
9. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF MANUFACTURERS
PUBLISHED LITERATURE (AS REQUIRED BY 6TH EDITION FLORIDA BUILDING CODE SECTION 903.2.2.
CONCRETE NOTES:
1. ALL CONCRETE WORK SHALL COMPLY WITH 6TH EDITION 2017 FLORIDA BUILDING CODE.
2. ALL CONCRETE SLABS SHALL HAVE A MINIMUM DEPTH OF 4" AND SHALL HAVE A MINIMUM OF
3" COVERAGE OF ALL REBAR.
3. ALL CONCRETE SLABS SHALL HAVE A MINIMUM OF 3000 PSI, RATING.
4. ALL CONCRETE SLABS SHALL CONTAIN FIBERMESH REINFORCEMENT AND/OR 6"x6" WELDED
WIRE MESH (10 GAUGE).
5. ALL SITE WORK SOIL SHALL BE CLEAN, TERMITE TREATED FILL WITH MINIMUM SOIL COMPACTION
OF 95%, COVERED WITH 5 MIL POLYETHYLENE VAPOR BARRII=R.
6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DIGGING.
7. VERIFY, LOCATE AND PROVIDE ALL INTERIOR LOAD BEARING FOOTINGS IN COORDINATION
WITH TRUSS ENGINEERING PLAN REWUIREMENTS AND SPECIFICATIONS.
8. STRUCTURE FINISH FLOOR ELEVATION (AND PRESSURE TREA"fED SILL PLATE) SHALL BE 8"
MINIMUM ABOVE NATURAL GRADE.
9. ALL CONCRETE SIDEWALKS, CURBING, BARRIERS AND OR PAIRKING AREAS MAY NOT BE
SHOWN ON PLANS FOR CLARITY.
10. ALL MATERIAL FINISH AND COLOR SELECTIONS SHALL BY PER CONTRACTOR AND OWNER
PRIOR TO INSTALLATION.
SCOPE OF WORK
INTERIOR AND EXTERIOR, AT THE FRONT DOOR Ar4D ADJOINING AREAS,
CONTRACTOR TO CONSTRUCT TEMPORARY SUPPORT WALLS AS SHOWN
AND REMOVE EXISTING ROTTEN WOOD; REPLACE PER PLANS.
ALL ELECTRICAL IN WORK AREA SHALL BE UPGRADED TO CODE BY OTHERS.
ALL PLUMBING IN WORK AREA SHALL BE UPGRAID!;ED TO CODE BY OTHERS.
CODE SUMMARY
FLORIDA BUILDING CODE - 6TH EDITION 2017
FLORIDA RESIDENTIAL BUILDING CODE - 2017
FLORIDA MECHANICAL CODE - 2017
FLORIDA PLUMBING CODE - 2017
FLORIDA BUILDING CODE ENERGY CONSERVATION - 2017
NATIONAL ELECTRIC CODE - 2011 (NFPA 70)
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POINSETTIA COURT
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ATLANTIC BEACH,
FL 32233
PLAN INDEX
COVER SHEET / PROJECT INFORMATION 1
GENERAL NOTES 1 OF 2 2
GENERAL NOTES 2 OF 2 3
EXISTING AND DAMAGE AREAS 4 I ISI
TEMPORARY SUPPORT WALLS AND
DEMOLITION PLAN 5
PROPOSED REPAIR CONSTRUCTION PLAN 6
DETAILS SHEET 7
CONTRACTOR TO ENSURE THAT THE LATEST
APPROVED SETS OF CONSTRUCTION DRAWINGS/
COPIES OF PERMITS ARE BEING UTILIZED PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
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LOT SIZE
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TYPE OF CONSTRUCTION 3 -ORDINARY; 5
-WOOD FRAME
OCCUPANCY CATEGORY
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NO
MAX HGT OF STRUCTURE
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NUMBER OF STORIES
2
OWNER: SEE PERMIT
530 SHERRY DRIVE
ATLANTIC BEACH FL 32233
ENGINEER: HWC PE
2743 Anniston Rd 32246
JACKSONVILLE, FL. 32246
PHONE: (904) 343-3052
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530
PROJECT
LOCATION
6TH ST
5TH STREET
�----
POINSETTIA COURT
NTS
VICINITY MAP
ATLANTIC BEACH,
FL 32233
PLAN INDEX
COVER SHEET / PROJECT INFORMATION 1
GENERAL NOTES 1 OF 2 2
GENERAL NOTES 2 OF 2 3
EXISTING AND DAMAGE AREAS 4 I ISI
TEMPORARY SUPPORT WALLS AND
DEMOLITION PLAN 5
PROPOSED REPAIR CONSTRUCTION PLAN 6
DETAILS SHEET 7
CONTRACTOR TO ENSURE THAT THE LATEST
APPROVED SETS OF CONSTRUCTION DRAWINGS/
COPIES OF PERMITS ARE BEING UTILIZED PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
OFFICE COPY
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1
GENERAL NOTES
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
EDITION, ACI, NDS, APA AND ASCE7-10.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
COMMENCING CONSTRUCTION.
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
OTHERWISE ON THE PLANS.
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED
ASSUMING 2000PSF SOIL CAPACITY.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS,
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
CONCRETE NOTES
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 4000 PSI AT 28 DAYS.
2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8".
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH = 1/2".
3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED
OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON
PRIOR TO POURING.
4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL,
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95%
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE
FOOTING.
5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615.
6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24",
WHICHEVER IS GREATER.
7. CORNER REINFORCEMENT SHALL BE LAPPED 25".:
8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
8.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
8.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
8.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
REINFORCEMENT.
9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY HAROLD W. COFFIELD, PE.
SHALL BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD.
10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
STEMWALL WILL EXCEED SIX (6) COURSES IN HEIGHT.
11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF
STEMWALL MUST BE FILLED.
MASONRY NOTES
1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR
MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE.
2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE
STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II
3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL
CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT
SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED ". FULL BEAD
AND HEAD JOINTS SHALL BE USED.
4. MASONRY GROUT SHALL CONFORM TO ASTM C476. f'c OF GROUT SHALL BE 3000 PSI MIN. THE
MAXIMUM AGGREGATE SIZE SHALL BE �' GRADED TO PRODUCE FINE GROUT IN CONFORMANCE
WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES.
5., MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA
LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE
REINFORCING IN CELLS.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY
CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND
CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN
PLACE UNTIL THE STRUCTURE IS COMPLETE.
7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND
SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM
A82, SPACED AT 16" O.C. VERTICAL MAX.
8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM
CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY
MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL
STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION.
9. ALL MASONRY WALLS SHALL BE SECURELY
BRACED UNTIL
FLOOR OR
ROOF SYSTEM HAS BEEN
INSTALLED AND HAS BECOME CAPABLE OF
STABILIZING
THE WALLS.
REINFORCED MASONRY
UNITS SHALL BE FILLED SOLID WITH 3000
PSI GROUT AS
INDICATED
ON PLANS.
10. CASTCRETE PRECAST LINTELS ARE TO BE USED OVER ALL OPENINGS, UNLESS NOTED OTHERWISE.
EPDXY NOTES
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000
PSI AND TENSILE STRENGTH OF 2,300 PSI.
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
LAITANCE, DUST, DIRT, AND OIL.
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE
YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
DO THE WORK.
STEEL GENERAL NOTES
1. STRUCTURAL STEEL:
1.1. WIDE FLANGE SHAPES (W SECTIONS) - ASTM A992, GRADE 50, FY= 50 KSI
1.2. CHANNELS, ANGLES, PLATES, RODS, AND BARS - A36, FY = 36 KSI
1.3. SQUARE AND RECTANGULAR TUBES ASTM A500 - GRADE B, FY= 46 KSI
1.4. PIPES ASTM A53- GRADE B, FY= 36 KSI
2. ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO ASTM A36 OR A307.
3. DESIGN, FABRICATION AND ERECTION: AISC MANUAL OF STEEL CONSTRUCTION, ASD.
4. BEAM SIMPLE, SHEAR CONNECTIONS NOT DETAILED ON STRUCTURAL DRAWINGS SHALL BE
DESIGNED BY STEEL SUPPLIER FOR LOADS SHOWN ON DRAWINGS OR FOR REACTIONS
DETERMINED BY USING THE ALLOWABLE UNIFORM LOAD AS TABULATED IN PART 2 OF THE
AISC MANUAL OF STEEL CONSTRUCTION FOR THE SECTION, SPAN AND STRENGTH OF STEEL
SPECIFIED. CONNECTIONS: 3/4" DIAMETER BOLTS, ASTM A325 TIGHTENED TO A SNUGTIGHT
CONDITION PER AISC REQUIREMENTS.
5. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED, PROVIDE FULL LENGTH
FILLET WELDS BOTH SIDES OF MEMBER. WELD SIZES SHALL BE AS FOLLOWS UNLESS NOTED
OTHERWISE:
MEMBER THICKNESS (INCHES) WELD SIZE
(INCHES)
1/4 3/16
5/16 3/16
3/8 1/4
7/16 1/4
1/2 5/16
9/16 3/8
5/8 7/16
6. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF
THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. ANY MEMBER HAVING A
SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED.
7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE. USE E70 SERIES
ELECTRODES FOR ALL STRUCTURAL STEEL WELDS.
8. SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS REQUIRED TO BE
HOT -DIP GALVANIZED AFTER FABRICATION.
9. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING, NAILERS, CLIPS AND TIES IN
ACCORDANCE WITH ARCHITECTURAL/STRUCTURAL DETAILS.
10. ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE PROVIDED FOR ALL WELDS
CALLED FOR ON THE STRUCTURAL DRAWINGS OR SHOP DRAWINGS AS PARTIAL OR FULL
PENETRATION WELDS.
11. ALL STEEL EXPOSED TO VIEW SHALL BE CLASSIFIED AS ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL (AESS) AS DEFINED BY THE AISC CODE OF STANDARD PRACTICE AND
SHALL BE TREATED AS SUCH.
CI'-IFATWINIC NInTF_C
FOR
WALL SHEATHING:
Scale
NTS
1.
USE EXPOSURE 1 APA RATED OSB.
SPAN RATING MUST BE MINIMUM 24/16,
AND NOT
LESS
Job
THAN 7/16" THICK. FASTEN WITH 8d
NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
FIELD.
2
2.
5/16" HARDI-PANEL MAY BE USED
IN LIEU OF OSB. FASTEN TO STUDS WITH
8d RING
SHANK
NAILS AT 6" O.C. ON EDGE, 8" O.C.
IN FIELD. FASTEN TO TOP AND BOTTOM
PLATES AT
4" O.C.
FOR
ROOF SHEATHING:
1.
USE EXPOSURE 1 APA RATED OSB.
SPAN RATING MUST BE MINIMUM 24/16,
AND NOT
LESS
THAN 7/16" THICK. FASTEN WITH 8d
NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
FIELD.
?
2.
SINGLE CLIP PANEL EDGES. INSTALL
PANELS CONTINUOUS OVER TWO OR MORE
SPANS
WITH I
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS
DUE TO
FIELD I
CONDITIONS, BLOCK PANELS AT 12"
O.C.
11
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Date
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Scale
NTS
Drawn
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Checked By
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Job
19015
Sheet
2
GENERAL
1. BOUNDARY SURVEY, PROPERTY LINES, EXISTING STRUCTURE LOCATIONS AND LEGAL DESCRIPTION, PROVIDED BY:
NOT APPLICABLE. GENERAL LOT LAYOUT FROM FIELD LOCATIONS AND PUBLIC GIS SYSTEM.
2. HWC PE., CGC, AND/OR ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF SURVEY OR
FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES.
3. SITE PLAN AND HORIZONTAL CONTROL OF DESIGN PLAN PER HWC PE CGC.
4. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS ONLY.
5. THE CONTRACTOR SHALL MAINTAIN VERTICAL AND HORIZONTAL CONTROL UNDER SUPERVISION OF A FLORIDA REGISTERED LAND
SURVEYOR.
6. REMOVED
7. ALL WORK WITHIN THE RIGHT -OF WAY SHALL CONFORM TO CITY OF ATLANTIC BEACH (CAB) STANDARDS.
8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL CAB STANDARDS.
9. REMOVED
10. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC,
TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
11. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
12. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR
THE DESIGN FUNCTIONS. NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS
CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION
ON A CONTEMPORARY BASIS AT THE SITE.
13. EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY AND BASED ARE ON RECORD INFORMATION PROVIDED.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING LOCATIONS OF ALL EXISTING UTILITIES AND FOR ANY DAMAGE
CAUSED TO UTILITIES BY THEIR OPERATIONS. THE CONTRACTOR SHALL PROTECT ALL FACILITIES AND REPAIR ANY DAMAGES
RESULTING FROM THEIR WORK. IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. CONTRACTOR
SHALL RELOCATE FACILITIES IF/AS REQUIRED AT NO COST TO THE OWNER. A MINIMUM TWO (2) WORKING DAYS BEFORE
COMMENCING WORK, CONTRACTOR SHALL CALL ONE -CALL, 1/800/432-4770 AND ALL APPLICABLE UTILITY COMPANIES,
REGARDING LOCATION AND NATURE OF UNDERGROUND UTILITIES.
14. SITE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GENERAL CONTRACTOR REGARDING SCHEDULING OF
CONSTRUCTION OF ALL SLEEVES, CONDUITS, PIPES, CABLES, LIGHTING, IRRIGATION, AND/OR ANY OTHER UNDERGROUND
UTILITIES SHOWN OR NOT SHOWN ON THESE DRAWINGS WHICH MAY BE REQUIRED PRIOR TO CONSTRUCTION OF PAVED AREAS.
15. CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK.
16. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT.
17. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO ENGINEER INDICATING MATERIALS AND MANNER OF INSTALLATION FOR ALL
COMPONENTS OF THE PROJECT PRIOR TO PURCHASE OF MATERIALS AND CONSTRUCTION.
18. THESE ENGINEERING DRAWINGS MAY NOT SHOW THE ENTIRE CITY OF JACKSONVILLE BEACH STANDARD DETAILS REQUIRED TO
COMPLETE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL INSURE THAT THE CONSTRUCTION IS IN ACCORDANCE
WITH ALL CURRENT COJB STANDARD DETAILS AND SPECIFICATIONS.
19. ALL DIMENSIONING REFERS TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
20, REMOVED
21. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINATION OF FINAL ARCHITECTURAL PLANS AND CIVIL DRAWINGS TO CONFIRM THE
DEPTH, LOCATION AND SIZE OF ALL WATER AND SANITARY SEWER SERVICE CONNECTIONS MATCH PRECISELY BETWEEN
ARCHITECTURAL AND CIVIL DRAWINGS.
22. THE LOCATION OF ANY PROPOSED STREETLIGHTS SHOWN ON THE PLANS IS CONCEPTUAL. THE EXACT DETAILS AND TYPES OF
STREETLIGHTS, POLES AND/OR FIXTURES ARE IN THE PROCESS OF BEING FINALIZED AND WILL BE SUBMITTED SEPARATELY
FOR APPROVAL AND CONSTRUCTION.
23. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE CONDITIONS. THE
CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND REPORT DISCREPANCIES PRIOR TO COMMENCING WORK.
24. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE LATEST APPROVED PLANS PRIOR TO CONSTRUCTION.
PERMITS:
25. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS FOR WORK WITHIN EXISTING RIGHTS-OF-WAY.
FOR WORK IN CITY OF JACKSONVILLE BEACH AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY,
CONTRACTOR SHALL HOLD A VALID UNDERGROUND UTILITY CONTRACTORS LICENSE IN ACCORDANCE WITH FS 489.
CONTRACTOR IS RESPONSIBLE FOR SECURING ALL REQUIRED CONSTRUCTION, PERFORMANCE BONDS REQUIRED FOR THE
RIGHTS-OF-WAY PERMIT.
TRAFFIC
26. THE CONTRACTOR SHALL PLAN AND COORDINATE HIS WORK WITH TRAFFIC ENGINEERING TO MINIMIZE TRAFFIC INTERFERENCES
AND TO INSURE SAFETY.
GRADING AND DRAINAGE:
27. REMOVED
29. CONTRACTOR SHALL VERIFY AND PROTECT ALL EXISTING TREES AND NATURAL VEGETATION THAT ARE TO REMAIN
UNDISTURBED. THE AREAS INDICATED FOR CONSTRUCTION SHALL BE CLEARED AND GRUBBED TO REMOVE ALL ROOTS AND
MISCELLANEOUS VEGETATION EXCEPT SPECIFIC TREES THAT SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION
WITH THE USE OF TREE BARRIERS. TREES TO BE PRESERVED ARE FLAGGED, CONTRACTOR SHALL VERIFY BEFORE THE START
OF CONSTRUCTION.
30-37. REMOVED
GRADING AND DRAINAGE CONT.
38. HDPE PIPE AND FIT-fINGS 4" THRU 36" SHALL BE N-12 ADS TYPE D PER AASHTO M252 & M294.
39-40. REMOVED.
41. ANY UNSUITABLE M/kTERIAL ENCOUNTERED AND EXCESS SUITABLE FILL MATERIAL SHALL BE REMOVED FROM THE SITE. THE
CONTRACTOR SHALL_ BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE MATERIAL AND REPLACEMENT WITH
STRUCTURAL FILL.
42. GRADING DATA AS SHOWN ON THE DRAWINGS ARE FINISHED GRADES. CONTRACTOR SHALL MEET ALL GRADES AND ALL AREAS
SHALL DRAIN ADEQIJATELY TOWARD LOCATIONS SHOWN ON THE DRAWINGS. IN THE EVENT ELEVATION DATA SHOWN
INTERFERES WITH ADEQUATE DRAINAGE, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONTINUING CONSTRUCTION.
43-44. REMOVED.
45.
NEW GRASSING SHALL
MATCH EXISTING WHERE ST. AUGUSTINE. SEED AND MULCH ALL DISTURBED AREAS,
SOD AS REQUIRED
TO STABILIZE THROUGH
FINAL INSPECTION AND TO PRODUCE A UNIFORM STAND OF GRASS THROUGHOUT.
NET AND PEG SOD
IF/AS REQUIRED.
46.
THE EXCAVATOR MUST
NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO
EXCAVATING (EXCLh'DING
SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS).
PAVING
EXEPT WHEN NOTED ON
PLAN
47.
CONCRETE PAVEMENT
SHALL CONSIST OF:
•
12" STABILIZED SUBGRADE,
MIN. LBR 30, MAX. PLASTIC INDEX 6, COMPACTED TO 98% MAX. DENSITY PER
AASHTO T-180.
•
5" THICK (6" IN AL
L ROW'S), 3000 PSI CONCRETE PAVING WITH FIBER MESH, THICKENED TO 6" AT OUTER
EDGE ALL AROUND,
WITH 6"X6" 10/10
WWF THROUGHOUT.
•
CONTROL JOINT SPACING
SHALL BE 20' MAX. EXPANSION JOINT SPACING SHALL BE 80' MAX OR ONE DAYS POUR,
WHICHEVER IS LES'IS
•
PROVIDE EXPANSION
JOINTS AT EXISTING PAVEMENT, SIDEWALK, AND ALL CURB INTERFACES.
48.
ASPHALT PAVING SHALL
CONSIST OF:
•
12" STABILIZED SUEGRADE,
MIN. LBR 40, COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180.
•
6" THICK LIMEROCK
BASE, MIN. LBR 75, COMPACTED TO 100% MAX. DENSITY PER AASHTO T-180.
•
1-1/2" ASPHALTIC
CONCRETE WEARING COURSE, FLORIDA DOT TYPE S -III, 1,500 LB. MARSHALL.
EROSION CONTROL:
49. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO CITY OF JACKSONVILLE BEACH STANDARDS.
50. ALL HAY BALES SHALL BE STAKED TO PREVENT WASH-OUT IN THE EVENT OF HEAVY RAINS DURING CONSTRUCTION, AND
THE TURBIDITY FEN(:E AND/OR FABRIC BARRIERS SHALL BE PLACED TO MAINTAIN THE BALES IN PLACE AND PREVENT ANY
WASH-OUT FROM AROUND THE BALES.
51. ALL EROSION CONTROL ELEMENTS SHALL REMAIN IN PLACE, UNTIL ALL SEDIMENT CONTRIBUTING AREAS ARE STABILIZED, AT
WHICH TIME THE TEMPORARY SEDIMENT CONTROL ELEMENTS SHALL BE REMOVED AND THE AREAS OCCUPIED BY THESE
STRUCTURES SHALL BE STABILIZED AND VEGETATED.
INSPECTIONSAND CERTIFICATIONS:
52. THE CONTRACTOR S'. -HALL BE RESPONSIBLE FOR PROVIDING MIN. THREE (3) WORKING DAYS NOTICE TO ENGINEER OF
COMPLETION OF PAVING, DRAINAGE, AND DRAINAGE DETENTION/RETENTION FACILITIES.
53. REMOVED.
AS-BUILTS
CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT INFORMATION TO THE PROJECT ENGINEER IN ACCORDANCE WITH THE
FOLLOWING REQUIREMENTS:
55. AS -BUILT DRAWING SHALL BE PREPARED IN AUTOCAD FORMAT BY A REGISTERED LAND SURVEYOR. FOUR (4) SETS OF
SIGNED MYLARS AND A SET OF COMPUTER DISKS OF THE PROJECT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW
AND APPROVAL. SIGNED AND SEALED PRINTS SHALL BE PROVIDED TO THE ENGINEER AS REQUESTED.
56. AS -BUILT DRAWINGS SHALL BE IN ACCORDANCE WITH ALL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL
COORDINATE AS -BUILT SUBMITTALS AND APPROVALS WITH JURISDICTIONAL AGENCIES UNLESS OTHERWISE DIRECTED BY
ENGINEER.
57. PROVIDE LOCATION, ELEVATION AND DES RIPTION OF BENCHMARKS.
58. PROVIDE PAVEMENT GRADES AND IN VER
S FOR ALL UNDERGROUND FACILITIES. LOCATE AND PROVIDE SIZE, ELEVATION, INVERT
ELEVATIONS, LENGTH AND TYPE.
59. PROVIDE SPECIAL DETAIL DRAWINGS WH RE INSTALLATIONS WERE NOT AS SHOWN ON CONTRACT DRAWINGS DUE TO FIELD
CONDITIONS OR WHERE REQUIRED FOR LARITY.
60. AS -BUILT DRAWINGS IN PUBLIC ROADWAYS AND/OR EASEMENTS SHALL BE REFERENCED TO AN NGVD BENCHMARK, SHOWN ON
THE DRAWINGS AND CONTAIN THE FOLL�WING MINIMUM INFORMATION:
PAVING AND DRAIN)kGE: ALL HORIZONTAL CONTROL DIMENSIONS SHALL BE TO THE NEAREST TENTH OF A FOOT. ELEVATIONS
SHALL BE TO THE NEAREST ONE-HUNDREDTH OF A FOOT.
WARRANTY
61. THE CONTRACTOR SfiALL WARRANTY ALL WORK IN RIGHTS-OF-WAY TO CITY OF JACKSONVILLE BEACH AND ALL SITE WORK
TO OWNER FOR ONE: (1) YEAR FROM DATE OF FINAL ACCEPTANCE.
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Scale NTS
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Job 19015
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COORDINATE WITH FL. LIC. PLUMBER FOR
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EXISTING FRONT OF RESIDENCE
VIEW 1
EXISTING NOTES:
EXISTING TWO STORY RESIDENTAIL BUILDING BUILT IN 1978 AND HAVING WATER DAMAGE
AND WOOD ROT TYPICALLY ASSOCIATED WITH BUILDINGS OF THIS AGE
AND PROXIMITY TO THE OCEAN.
---------------------------------------------------
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EXISTING DAMAGED FRONT OF RESIDENCE
VIEW 1
DAMAGED AREA NOTES:
SAID EXISTING BUILDING PREVIOUSLY HAD AN ELEVATED FRONT PORCH THAT WAS ATTACHED
AT A 2x6 LEDGER BOARD LOCATED AT DOOR LEVEL. SAID PORCH REACTED TO GRAVITY AND
URGED SAID LEDGER BOARD AWAY FROM AND OUT FROM EXISTING HARDIE BOARD SIDING
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Job
19015
Sheet
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TEMPORARY SUPPORT WALL NOTES:
CONSTRUCT TEMPORARY SUPPORT WALLS AS SHOWN AND INSTALL SECURELY.
NOTE:
CONTRACTOR TO COORDINATE WITH GLASS REMOVAL COMPANY
FOR REMOVAL OF GLASS (UPPER AND LOWER).
F-
SECURE TSW TO
CEILING AT FLOOR JOIST.
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TEMPORARY SUPPORT WALL
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44
PLACEMENT
sm"
TEMPORARY SUPPORT WALL NOTES:
CONSTRUCT TEMPORARY SUPPORT WALLS AS SHOWN AND INSTALL SECURELY.
NOTE:
CONTRACTOR TO COORDINATE WITH GLASS REMOVAL COMPANY
FOR REMOVAL OF GLASS (UPPER AND LOWER).
F-
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/ I
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CONTRACTOR TO REMOVE f 12' P EXISTING(2)O 2x6._REMOVE
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CONTRACTOR TO REMOVE f 12' P EXISTING (2)0 2x6.
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TO COORDINATE W HOME OWNER PRIOR
TO DISCONNECTION.
COORDINATE WITH FL. LIC. PLUMBER FOR
WATER HEATER DISPOSITION.
DEMOLITION ELEVATION
VIEW 1
DEMOLITION NOTES:
CONTRACTOR TO REMOVE WOOD ROT MATERIAL AS ILLUSTRATED.
TEMP. SUPPORT
2" x 10" 0 16" C -C
W 2" x 10" TOP ANC
AS REQUIRED. TYP.
TEMPORARY SUPPORT WALL
BETWEEN SLAB -SECOND FLOOR JOIST,
BETWEEN SECOND FLOOR -ROOF TRUSS.
TEMP. SUPPORT
2" x 10" O 16"
W 2" x 10" TOP
AS REQUIRED. T`
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STAIRCASE FRAME.
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TO COORDINATE W HOME OWNER PRIOR
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REMOVE EXISTING 2x4 JACKS.
REMOVE EXISTING 2x6 LEDGER BOARD AND HARDIE BOARD. J
vlEw 1/1 _ — — — — — — —
DEMOLITION
VIEW 2
CONTRACTOR TO INSTALL
NEW 2x4 JACK WHERE MISSING. 12' C—C.
CONTRACTOR TO REMOVE f 12'
EXISTING (2)9 W.
I
NOTE: EXTERIOR HOSE BIBS AND
INTERIOR WATER SUPPLY AND ROUTING
NOT SHOWN FOR CLARITY. CONTRACTOR
TO COORDINATE W HOME OWNER PRIOR
TO DISCONNECTION.
COORDINATE WITH FL. LIC. PLUMBER FOR
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iu I
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REMOVE EXISTING 2x4 JACKS.II
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5
---------
-------------------------------
71 /-T 'T 7/-T 7/ 7/ Tr -
I J I I INSTALL NEW GLASS FRAME PER MANUFACTURES INSTRUCTIONS.
I
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EXISTING
I I WINDOW
III
III
I I I
I'I%
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I L----------�
III
III
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I EXISTING
HARDIE SIDING I I CONSTRUCT NEW DBL 2x6 HEADER; COORDINATE WITH
GLASS FRAME MANUFACTURER FOR INSTRUCTIONS.
Gtnss
I I I I III INSTALL NEW EXTERIOR DOOR AND FRAME PER FBC.
EXISTING'II' COORDINATE WITH OWNER FOR EXISTING HARDWARE.
OR
--------------SECOND FLO--------------1-14III--
NOTE:
LEAVE TEMPORARY SUPPORT WALLS
IN PLACE UNTIL CONSTRUCTION COMPLETE.
;,�,- 1 r - - - - - - - I -
/uP ,
I-�__ fel I I
III I I ------1 I-------- I I
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/ GLASS I I 1 1 I INSTALL/SISTER NEW 2x6 HEADER. SECURE W SIMPSON HANGERS I
I vlEw z PER FBC. 1 I I "dUPLj 1
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I �------------�
INSTALL NEW JACKS ON 16" C—C PER FBC. TYPICAL I I� FEXIS—I�
HARDIETSIDING I INGI
I III i t I ILANDINGI�EXISTING I I III I
EXISTING GARAGE
BEDROOM I I I I I I
I I
__-_-_ I _ IL_ Il_ i 1L- 11_ _I-_
II I
--vy ---- -
I
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w I F-16CC--I I 1
INSTALL NEW JACKS ON 16" C—C PER FBC. TYPICAL
WORK AREA INSTALL/SISTER NEW 2x6 HEADER. SECURE W SIMPSON HANGERS
PER FBC' WORK AREA
II
–VIEW 1.L.—.— — — -- — — — — —.—.—._.CONSTRUCTION FRONT OFRESIDENCE VIEW
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EXISTING PLAN VIEW
CONSTRUCTION NOTES:
REPLACE DAMAGED AREAS WITH NEW PRESSURE TREATED LUMBER AS SHOWN AND PER FBC.
SIMPSON STRAPS OR EQUAL ARE REQUIRED AT CONNECTION POINTS. NOT SHOWN FOR CLARITY.
TEMPORARY SUPPORT WALLS NOT SHOWN FOR CLARITY. REMOVE AFTER CONSTRUCTION COMPLETED.
CONTRACTOR TO COORDINATE WITH FL. LIC. PLUMBER FOR RECONNECT AND FLUSHING OF WATER
SERVICE AND INSTALLATION OF WATER HEATER.
FIREBLOCKING NOTES
R302.11 FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL
CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER
BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRE BLOCKING SHALL BE PROVIDED
WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS:
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL
ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS:
1.1 VERTICALLY AT THE CEILING AND FLOOR LEVELS.
1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS
AT SOFFITS, DROP CEILING AND COVE CEILING.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED
SPACES UNDER STAIRS SHALL COMPLY W R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN
AF'PfR01/ED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL
FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS.
I I
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UT
I I
INSTALL NEW GLASS FRAME PEf MANUFACTURES INSTRUCTIONS. II
I II
� II
II
I II
II
i II
II
I II
I �
CONSTRUCT NEW DBL 2x6 HEADER; COORDINATE WITH
GLASS FRAME MANUFACTURER FqR INSTRUCTIONS.
II
INSTALL NEW EXTERIOR DOOR ANI FRAME PER FBC.
COORDINATE WITH OWNER FOR E .]STING HARDWARE. I I °
I II
i
I �►
II
INSTALL/SISTER NEW 2x6 HEADER. SECURE W SIMPSON HANGERS
PER FBC.
VIEW 2
I
I
INSTALL NEW JACKS ON 16" Ck PER FBC. TYPICAL
INSTALL NEW SIDING PER FBC.i
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WOOD FRAME WAI
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1. ALL ROOF WrRk APPLU1104 SHALL COMPLY WITH r,f?,C- 2014 AND M&NUFAr.TtjRE SFIECIFICATM.
2, EXISTING, FIv9NG WATLRWL SK4,1L BE REWTVED DOV4 TO WATFR BARRIER f FELT PAPER.
1 ALL LUMSEP tr4ED IN OVER rRW11fr, SfALL K, SYP#2 CRAVE (MfN.)
N.T.S.1
N.T.S.1
OD FRAME WALL
wo
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over WALL SHEATHING
—RARDI-'LW SIDING
over MIIAL FLASHIN�
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STAINED STONE
-T PIE PER BUILDER -
(APPLICATION PfR WFQ
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WATER RESISTANT BARRIER
(RADERS WW)
WOOD STUD FRAME WALL
WALLSHEATHING
4'x4' FLASHING 0 R;,
�OF
TO WALL INTERSECTION
OS8 ROOF SHEATHING—
ROOF SYSTEM PER PLANS<
#15 FELT -PAPER_,-'
SUING" ROOFING over
151 FELT -PAPER
ROOF to WALL FLASHING ki T (Z
SIMPSON 'HUC--3' SFRIES HANGER
OR EQUIVALENT CONNECTION
,3) PLY BEAM PER PLAN
`MSTA24- STRAPS
_(3) SIMPSON
OR EOVIVALENT CONNECTION
15Y6 P.T. SYP12 POST
--\ PER PLAN
. ..... .
STIMPSON 'ABU66" BASE
OR EQUIVALENT ANCHOR
SIMPSON SERIES HANGTR
OR EQUNIALENT CONNECTION
rE� --- ----
(2) PLY gum PER PLAN
SIMPSON 'MSTA24' simps
IT CONNECTION
OR EQUVWfN
40 P.T, SIP#2 POST
PER PLAN
SKIPSON 'ABV44" BASE
OR EQ=ALENI ANf CHOR
FOUNPLAN
I)AVION PL_R FW�AIION PER PLAN
6x6 POST 4x,4 POST
I. Nom;
I. All HARDWARE PRODUCTS ARF SIMPSM STRONG TIE - ALL HARDWARE SHALL HE
INSTALLED PER MANUFACTI)RE SPECIFICATIM&
2, All HARDWARE CANT BE SUKTITni D 13Y CFNER ;•LARDWARE WA,4UFACTUi;'ES- (MUST HAVE EQUNALENT LM APPLICATION - BY OT4El�)
.3. HARDWARE 1141AT sS GC)Nrj TO BE "P\7,ED TO C<TER'OR ILLMENTS MUST HAVE CORROSION RESISTANT COA74146,
4. USX MANUFACTURE RECOMMLNDATIOKS TO ACHIEVE PROPER LfTiUZATION OF HARDWARE.
POST
N.T.S.
OPTION A- I
P
R -WLiEfv' ROR TO R;[
WEATTIER RESIT�F. BAklktE R A
ININD(OW NSTALLAIWC FWSHIN-,
THE FACE OF THE WOUNITIfir, FLA
SEAL#4T BEAD KH! -WEATHER
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C FLASHiN5 VOLOONG TL.E
114 ATI -LEFT AND RASHING
BARRIER
OPTION B-1
'FATHER RES(TK &VKR APPLIED PRIOR TO THE
WINX'# INSTALLATIN. FLA HINS APPLIED 9ft
19 HER
RESISTW
_SEA!ANT BW BETWEEN
MOUNTING FLAITY
WEATHER AND FLA"G
BARPJER
P(XD LIP WFOO KrZM� SER
0 TEMPORARILY SECURE
.SDR SH�TNI=`dG
FLASH NG AT HEAD Ei(TEM4iJa 1''
BEff IND JmR FIASHNG
SKI. PIKE
D(7[10 „ANSI RK94% R OVEN LAP I'LL FLASHRI EXTEND JAAtiT FLASWNG 4' ABOVE RQWq OP NNG
AT HEAD. TUCX TOP OF JAMB FLAS4';N1G UW. rqW ftA :OF �p 9 AT Tw HEAD
R
APPLY CII! INNS SEALANT TOD I'SE M0UNfP4G ftmtCE� At TIE TOP (HEAD) AND SIDES (,xmas) OF vmw,
E ROUl-I OPENING A! HEAD. FUS—M LW? FLAWNG INTO 5NAN
UXTEta ISLkNiT AT .JAPE 4' A9�1 'HE '13 T
A? 00 WEN LN PLACE. (RLAS104C GOES MR SEA -TIT)
ice"
E2DIT.A. I Nkt
EK(KD 8,17TOW 0i THE 14EAD FLASHVIv.1 AW%T 4E PREVICrISLY APPLU SEALANT, (FLASMG GOES AVER THE
SEW1`4_). UMNQ, HEO FL1ASHV1, RrYON[O EACH 34MB -LASHjrAMEN IN P
F LACE.
AT HEAD. MCX TOP 01' JAMS FI ASHNw bTaR Ttf f1AP Or WATER RESISTANT 8M.PIER AT THE hwX
TH 1W
&1,1.1.4 USE THE FLASHING CUT FORMU AS To DMI)MtiE THE Lp
NG OF EACH STRIP Or FLA5 FOR
EACH WINDOW. THE Aqi* STANDARD RE00tS A FOIBLE FLNlFsu MINIMUM ROUL WIDTH F 23p
VU). WfR riA.WNG VATP (roR COUPLE, T2 IN. (300 MY)) WA' K. MO. Ww", THE ACTUAL
'UT LE' INCR E. 41 OF AMi w TypE t,IING
HS FWRM By C,511`4 ME CHAT WILL I EC T E tK-E SELF- E rLAs
5 AGCEPTARLE. (FOR FUTURE CISCiSSICN.- SE"j-0tSME Ckq BE UFFECTIVE W01i VOTHS
E - -
LESS THAN 9 IN. (2M VM). SEY-ADHF51VE TYPE FIA94W3 SEALS ffSEU' To THE WE KH ER RE&7,ANT
WRIER k4D 10 THE FLAlrt WirHOUr THE NEED fop X, , 10,NAL
VT SEAUNT APPLIED 10 EXE1+-
Wi0R FACE Of T° -;E FLANI�f� z'll LF 'ESIVE TY FLASNNG MATERIAL MUST PROPERLY ADHERE.
CPEAVING A WATLR TOT jD;Nt,) 10 THE t08) VO TO TIE MOUNTING FLANa MATERIAL IN MIR TO
RE Ak,'qt.MABILF FOR USF,
'-Tik PIE WIN00A FFAWE M OPPN4C, APPLY A .31e NOM. DA TO THE 8ACkSff (w.ERN)
THZI WtM* FLA E. IN LINE W!M AhW Kel-PUN CHED PASS PvR StOTS
V MD AWI)ISi W�s,*Dr* TO iV_HIIEVE SOI E, PLUMB, XND LE "EL CONDM-N. USE CORROSION
FAISTENEWS- FASTEN 041 A'S PER, WNDOW. MANUFACTURERS SPEC f9',ATIO%_
36' WIDE SELF-ADHESIVE RLVJF UNDERJAdAENT
CENIERED VALLEY CREST, DISPIA`E ICE & 0TER
SKELD OR FOUMA 1Y O1T.R ROOF SfiEATWNG
OVER ROOF SYSTEM FRAmjw.
VALLEY FLASHING 1AUAL IS To BE
GALVANIZED. STEEL 269,ji
NAILED 0 6- O.C. (V.a)
SHINGLE ROOFING on
151 FELT -PAPER
KIOF SHEATHING
ROOF VALLEY FLASHING KI T Q
LESS THAN 4- SPHERE (mu.)-
---GUARDML PER FAC.
HANDRAIL PER F,
6SPHERE (MAX,)-
z
C\j
z
NEW1, POST RAILING
o & OWNER
PER BUILDER
LLSS THAN 4- SPHERE (MAX)
_'Y4' T&G PLYWOOD SO -FLOORING
MAX NOSIN-V
ATTACH STRIN(',ER TO 8SW
9" MIN TREAD -1
(3)2x 12 SYP#2 STRINGERS (WIN,)
R
MAX RISE
4
-----TRW PISS R MAIU�AL PER F.e.C.
99- .1
0 (2)RISFPS + (I)TPFAD SWL MY1 BEE LESS THAN 24' CvMBINED OR MORE THAN 5 M1
2 N)
WTOTH SHALL BE 36* (MR.) BEWEN RAILS (SEE F.S.r. FOR PRO UDI
TR NG OaJECTS)
ATTACH S1.R91,[RS T
�0 REAM w/ (6)164 "LS 0 BEAM, TOE NAIL BOTTOM.
# ALL. P
AILING SHALL COVkY 0:91 FLORIOA BUiLDING CODE 2014
* ALL RAILS S4ALL HAVE A PERIMETER DIMENSION OF 4' (MIN.) & 6* (MAk) x 2Y4' DEPTH (MAX.)
*
RAIL HEIGHT SHALL BE 34- (M.N.) AND M -(MAX.) ABMIE TREAD NOSING / FLOOR.
FINGER SPACE SHALL BE lj$_7�K) AND Vj* (MAX.) FROM WWELS w&LS.
ROLM RA?L'S SHALL, BE IY4' (MIN") AND 2Y4' (M,*,X.) OtWETER,
I q�i
HANDRAIL SI .LL BE PRUVIDID AT ONE SIDE (Mft) OF STAIRS,
STAIR I RAIL
N.T.S.
FOLD UP WEARIOR RESI'W4E DEER
%dLy SECURE
HEATHNG
AT HIEAD EXTMS 1
MM8
0-)
LAM.
EXTEND " FLA& IINC TO OVER LAP S41 FLILeH1W, EXTEND bwD FIASjIM0 - ARM ROUGHOPEWNG'
AT HEAD- TUCK TOP Or jAMS FLASW%W uNM THE FLAP OF 018 AT THE HMA
ma K&W--
APPLY CONTINOUS SEALANT TO THE NIOLWINC FLANNIGES AT THE TOP (HEAD) AND SIDES Of- DOOR UNff,
EXTEND
SWIFT AT Af8S W As 4HE WAr," "ING AT 1490. EMBED JAMS FLASHNG INTO SE"NT
MID FASTEN IN PLACE. (FLAS4W. Gr, ---s OivyR SFAA
pjT)
ffh2 jM'14
EMBED 807MM OF THE HEAD a
AStjb% AGAfjST W APPLIED SE
I PRPAWSLy ALAhT (FLASHNG GOES OVER THE
SEALANT). EXTENDHEAD F"ING BEYOND EACH JAMB FLASH NG. FAS" IN PLCE.
AT HM. TUCK TOP Of AMB RASH 4G VNECR THE FL4P Of WATER RESISTANT
8"ER AT THE IM,
8,1.1.L4 USE THE FLASM-4 0 CUT F(emuLAS To IX3`ER4?�IE THE Le" OF FXH STREP OF F"I% FOR
EACH DOOR. K ASN,
STANDARD REOURES A FLEXIBLE FLASHNG UINMN ROLL WIDTH OF 9 IN. (230
MM). WIDER FIASHX MATERALS, (FOR EXAM P 12 IN. (3 AQ MAY BE WwEv THE ACTX.
LF_ 00 USED EfR
CUT LENGTHS fIGURED BY USING THE CHART MLL INCREASE. THE USE OF SELF-ADHESIVE TYPE FLASHING
IS ACCEPTABLE, (FOR F111TIURE DISCjSSION, : 3tLF-AD44ESNF FLASHII�S CAN BE EFFECTIVE WfPd WIDIVIS
LESS WA 9 IM (2,30 W). SRLT-ADHESNE TYPE FLASHNG SEALS ITSELF To TIME WEATHT R InIST '
E AN
PRIER W TO THE WOUNTIK FLAKE WITHOUT THE NEED FOR ADDITYiNk SEAL IT APPLIED To THE
EYTEMOR FACE OF THE FIX -6F, SELF-ADRESIVE TYPEFLAWNG MATERIA -IS WUST PROPERLY ADHEFE
(CREADNq A -WATER TICK iVN;,) TO PC ('aB)AND TO TK MOU"G. FLANGE UATERIAL IN WR TO
BE ACCEPTABLE FOR tiSt-
SffM AND ADMT DOOR TO ACHIEVE %4ARIF-, PLUMS, AND LCAL CONDITION. USE CORROSION
ZSTAgr FAST*n FASTEN WOR PER DOOR MA&WACTUZERS SPEuncgaa
DOOR FLASHING
N.T.S.
...........
EXTERIOR DOOR
EXTERIOR DOOR
THRESHOLD
FLOOR FNISH
14ETAL FLASHINGmc rAL, rLAs
PAN 0 DOOR
R
PAN 0 DOO
41411,4.0 =Z __�T
LT
X
LOOR SYSTEM
DECX PORCH
NOTE USE CORROSION RESISTANT FkS7NERS & FASTEN
PER MFG. SEk 0 FRONT & CORNERS
FIN
NOTE. USE CORROSION RESISTANT FASTENERS & FASTEN
PER MFG. SEAL 0 FRONT & CORNERS
VENT STACK (SEE
PLUMBING FOR SIZE)
ROOFING MATERIAL
OVER FLANGE
NTS.F
LEAD BOOT FLASHING WITH INTEGRAL
FLANGE SET INTO ROOFING CEMENT
FLEXIBLE BOOT
FLASHING WITH INTEGRAL
FLANGE SET INTO ROOFING CEMENT
OFFICE COPY
ROOFIN
G MATERIAL
UNDER FLANGE
ROOF SYSTEM
JAR'.
(REFER TO
j
ROOFING PAGE) or-YN
v
No 040.
a 1
Ll� -
44i
NOTES, INSTALL STRICTLY PER MFG. INSTLICTIONS,.O STA*7E
APPLY ROOFING CEMENT or SELF-ADHERtN6 %'."40RION
c
'i
FLASHING OVER FLANGE AT HEAD ONLY Vx
0W L e
L
o
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Date 04/20/2019
Scale
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Job
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Date 04/20/2019
Scale
NTS
Drawn
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Checked
By HWC
Job
19015
Sheet
7