770 TRITON RD - DWGSROCKWOOD RESIDENCE
770 TRITON ROAD
ATLANTIC BEACH, FL 32233
S85° 37'27E 80.65'
I �
SIDE SETBACK I
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TRITON ROAD
tXISTING
(NOT IN CONTRACT)
CONCRETE
DRIVE
(EXISTING)
PROPOS D
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ADDITION
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— -- ------------------------- --------- --
2
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I A 300
I EXISTING AC PAD
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SITE PLAN
3/16" = 1'-0"
NORTH
EXISTING COVERED STORAGE
N850 37'27"W 80.65'
I
I I
I
I
I I
I I
I
I I
I I
I
I
I
I I
I I
I I
I71-611
SIDE SETBACK
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SHEET LIST
SHEET
NUMBER
SHEET NAME
A 100
TITLE SHEET
A101
GENERAL NOTES
A 102
GENERAL NOTES
A 103
FLASHING DETAILS
A 104
FLASHING DETAILS
A 200
FIRST FLOOR PLAN
A 300
ELEVATIONS
A 400
SECTION AND DETAILS
E 200
FIRST FLOOR RCP - ELECTRICAL
Total: 9
ISSUED FOR PERMIT
09.25.2017
APPLICABLE CODES:
• 2010 FLORIDA ACCESSIBILITY CODE, FBC CHAPTER 11
• FLORIDA BUILDING CODE - BUILDING 2014 EDITION
• FLORIDA BUILDING CODE - RESIDENTIAL 2014 EDITION
• FLORIDA BUILDING CODE - PLUMBING 2014 EDITION
• FLORIDA BUILDING CODE - FUEL GAS 2014 EDITION
• FLORIDA BUILDING CODE - MECHANICAL 2014 EDITION
• NATIONAL ELECTRICAL CODE - 2011 EDITION
• NFPA 101 LIFE SAFETY CODE - WITH FLORIDA
MODIFICATIONS 2010 EDITION
• FLORIDA FIRE PREVENTION CODE - 2014 EDITION
• W12009 NFPA 101 LIFE SAFETY CODE
C' ^PLIANCE METHODS:
WORK AREA COMPLIANCE METHOD (FBC 101.5.2) - do e5 AO
"THE BUILDING OR PORTION THERE OF SHALL NOT BE Q�s
ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE
OR ENERGY EFFICIENT THAN ITS EXISTING CONDITION.
(FBC 601.2) — q,R f2 -f � :-o 1�4�06r-5
ACCESSORY OCCUPANCY:
X91►C y_lull�' 917"I FIAND]TiT04 1l
ZONING:
RS -1
MEANS OF EGRESS:
NUMBER OF EXISTINGS REQUIRED: 2 EXITS FOR OCCUPANT
LC.' D GREATER THAN 49 (FBC TABLE 1015.1)
IMPORTANT:
*AL.L BEDROOMS IN THIS RESIDENCE MEET OR EXCEED THE
EMERGENCY ESCAPE AND FIRE RESCUE REQUIREMENTS BY
HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7
SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS
THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS
AND CORRESPONDING ROUGH OPENING IN WINDOW
SCHEDULE.
TO THE BEST OF MARK MACCO, ARCHITECTS KNOWLEDGE,
THE INFORMATION AND BELIEF, THAT THE PATH OF EGRESS
TRAVEL WITHIN THE ALTERED TENANT SPACE IS IN
COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE,
CHAPTER 11 OF THE FLORIDA BUILDING CODE 2010.
*NO UNDERGROUND OR OVERHEAD UTILITIES
IN VICINITY OF PROPOSED WORK.
*A FOUNDATION SURVEY SHALL BE PERFORMED
AND A COPY OF THE SURVEY SHALL BE ON THE
E,: TIE FOR THE BUILDING INSPECTORS PRIOR TO
FRAMING INSPECTION OR, ALL PROPERTY
+AtKERS SHALL BE EXPOSED AND A STRING
STRETCHED FROM MARKER TO MARKER TO VERIFY
REQUIRED SETBACKS. NO UNDERGROUND OR
OVERHEAD UTILITIES IN VICINITY OF PROPOSED
WORK.
BUILDING CALCULATIONS:
LOT TOTAL: 7,500 SF
PROPOSED AC SPACE
200 SF
EXISTING AC SPACE
1,012 SF
EXISTING DRIVE, SHED, AC:
863 SF
TOTAL SITE COVERAGE:
2,075SF
TOTAL LOT PERCENT COVERAGE: 28%
EXISTING BUILDING BUILDING
HEIGHT NOT TO BE EXCEEDED:
APPROX. IV -6"
,mx MARK MACC
ARCHITECTS
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904. 249 -ARCH (2724)
www.MaccoArchitects.com
� =f
MA R K M,
AIA NCAR
FLORIDA REGISTRATION: # AI>96004
TENNESSEE REGISTRATION: # 105588
No. Description � Date
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: DATE:
ROCKWOOD
RESIDENCE
TITLE SHEET
Project Number #####
Date SEPT. 25, 2009
Drawn By Author
Checked By Checker
A 100
Scale As indicated
5
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SITE PREPERATION
A. SECTION REQUIREMENTS:
1. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVING
MATERIALS BEYOND INDICATED SUB GRADE ELEVATIONS OR
DIMENSIONS WITHOUT DIRECTION BY ARCHITECT.
UNAUTHORIZED EXCAVATION AND REMEDIAL WORK SHALL BE AT
CONTRACTOR'S EXPENSE.
2. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES
OCCUPIED BY OWNER. PROVIDE ALL TEMPORARY UTILITY
SERVICES WITHIN CONTRACT.
B. MATERIALS:
1. SATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION
GROUPS GW, GP, GM, SW, SP, AND SM. FREE OF ROCK OR
GRAVEL. LARGER THAN 2" (50MM) IN ANY DIMENSION, DEBRIS,
WASTE, FROZEN MATERIALS, VEGETATION, OR OTHER
DELETERIOUS MATTER.
2. UNSATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION
GROUPS GC, SC, MII CL, CH, OL, OH, AND PT.
3. BACKFILL AND FILL; SATISFACTORY SOIL MATERIALS.
4. SUBBASE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF
NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND
NATURAL OR CRUSHED SAND, ASTM D 2940, WITH AT LEAST 95
PERCENT PASSING A 1-1/2" (38MM) SIEVE.
5. BEDDING: SUBBASE MATERIALS WITH 100 PERCENT PASSING A
1" (25MM) SIEVE AND NOT MORE THAN 8 PERCENT PASSING A NO.
200 (0.075MM) SIEVE.
6. DRAINAGE FILL; WASHED, EVENLY GRADED MIXTURE OF
CRUSHED STONE OR CRUSHED OR UNCRUSHED GRAVEL, ASTM
D 448, SIZE 57, WITH 100 PERCENT PASSING. A 1-1/2" (38MM)
SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 8
(2.36MM) SIEVE.
C. EARTHWORK:
1. PROTECT SUB GRADES AND FOUNDATION SOILS FROM
SOFTENING AND DAMAGE BY WATER, FREEZING
TEMPERATURES, OR FROST.
2. EXCAVATE TO SUB GRADE ELEVATIONS REGARDLESS OF
CHARACTER OF MATERIALS AND OBSTRUCTIONS
ENCOUNTERED.
3. EXCAVATE FOR STRUCTURES, BUILDING SLABS, PAVEMENTS
AND WALKWAYS. TRIM SUB GRADES TO REQUIRE LINES AND
GRADES.
4. UTILITY TRENCHES: EXCAVATE TRENCHES TO INDICATED
SLOPES, LINES, DEPTHS, AND INVERT ELEVATIONS. MAINTAIN
12" (300MM) OF WORKING CLEARANCE ON EACH SIDE OF PIPE OR
CONDUIT.
I. PLACE, COMPACT, AND SHAPE BEDDING COURSE TO
PROVIDE CONTINUOUS SUPPORT FOR PIPES AND
CONDUITS OVER ROCK AND OTHER UNYIELDING BEARING
SURFACES AND TO FILL UNAUTHORIZED EXCAVATIONS.
II. PLACE AND COMPACT INITIAL BACK FILL OF
SATISFACTORY SOILED MATERIAL OR SUBBASE MATERIAL,
FREE OF PARTICLES LARGER THAN 1" (25MM) TOA
HEIGHT OF 12" (300MM) OVER THE UTILITY PIPE OR
CONDUIT. PLACE AND COMPACT FINAL BACK FILL OF
SATISFACTORY SOIL MATERIAL TO FINAL SUBGRADE.
5. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN
ONE VERTICAL TO FOUR HORIZONTAL TO RECEIVE FILL.
6. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO
RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR
FILL, BREAK UP GROUND SURFACE, PULVERIZE, MOISTURE -
CONDITION OR AERATE SOIL, AND RE -COMPACT,
7. PLACE BACK FILL AND FILL IN LAYERS NOT MORE THAN 8"
(200MM) IN LOOSE DEPTH AT OPTIMUM MOISTURE CONTENT.
COMPACT EACH LAYER UNDER STRUCTURES, BUILDING SLABS,
PAVEMENTS AND WALKWAYS TO 95 PERCENT OF MAXIMUM DRY
DENSITY ACCORDING TO ASTM D1557; ELSEWHERE TO 90
PERCENT
8. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTION,
LINES, AND ELEVATIONS INDICATED. GRADE LAWNS,
WALKWAYS, AND UNPAVED SUB GRADES TO TOLERANCES OF
PLUS OR MINUS 1-1/4" (32MM) AND PAVEMENTS AND AREAS
WITHIN BUILDING LINES TO PLUS OR MINUS 1/2" (13MM).
9. UNDER PAVEMENTS AND WALKWAYS, PLACE SUB BASE
COURSE MATERIAL ON PREPARED SUB GRADES AND COMPACT
AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES,
CROSS-SECTION AND THICKNESSES.
10. UNDER SLABS -ON -GRADE, PLACE DRAINAGE FILL ON
PREPARED SUB GRADE AND COMPACT TO REQUIRE CROSS-
SECTION AND THICKNESS.
11. ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUB
GRADE AND EACH FILL OR BACK FILL LAYER AND VERIFY
COMPLIANCE WITH REQUIREMENTS.
12. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE
MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND
DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY.
TERMITE CONTROL
C. CONCRETING:
FINISH.
A. TERMICIDES:
1. CONSTRUCT FORM WORK AND
MAINTAIN
2. WELDED STEEL WIRE FABRIC; ASTM A-185, FLAT SHEETS,
TOLERANCES AND SURFACE I
IkREGULARITIES
1. PROVIDE A WORKING SOLUTION IN CONCENTRATIONS
WITHIN ACI 117 LIMITS OF CII
"A" FOR CONCRETE
RECOMMENDED BY MANUFACTURER.
EXPOSED TO VIEW AND CLAS
"C" FOR OTHER
3. PORTLAND CEMENT; ASTM C-150, TYPE 1.
CONCRETE SURFACES.
B. INSTALLATION:
11. APPLY DRY SHAKE COLOR
HARDENER TO FLOAT
CEMENT & FLY ASH.
2. SET WATER STOPS WHERE
INDICATED TO
1. PREPARE SURFACES AND APPLY TREATMENT AT RATES
ENSURE JOINT WATER TIGHTNESS.
APPLY FINAL
AND CONCENTRATIONS RECOMMENDED IN
TROWEL FINISH.
MANUFACTURE'S WRITTEN INSTRUCTIONS.
3. PLACE VAPOR RETARDER ON
PREPARED SUB
ENGINEERED POLYPROPYLENE FIBERS.
GRADE, WITH JOINTS LAPPED
6 INCHES (150MM)
2. APPLY TERMITE CONTROL TO ALL AREAS OF NEW
AND SEALED.
CONCRETE AFTER
CONSTRUCTION.
FINISHING. KEEP CONCRETE CONTINUOUSLY
MOIST
8. CHEMICAL ADMIXTURE; ASTM C-494.
4. ACCURATELY POSITION, SUPPORT,
AND SECURE
3. POST SIGNS IN AREAS OF APPLICATION WARNING
REINFORCEMENT.
AGENCY TO
WORKERS THAT SOIL TERMITICIDE TREATMENT HAS BEEN
PERFORM TESTS AND TO SUBMIT
TEST REPORTS.
APPLIED. REMOVE SIGNS WHEN AREAS ARE COVERED BY
5. INSTALL CONSTRUCTION, ISOLATION,
AND
OTHER CONSTRUCTION.
CONTROL JOINTS.
4. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO
6. PLACE CONCRETE IN A CONTINUOUS
OPERATION
AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR
AND CONSOLIDATE USING MECHANICAL
VIBRATING
OTHER CONSTRUCTION ACTIVITIES FOLLOWING
EQUIPMENT.
APPLICATION.
RUSTPROOF, NON GLAZING, FUSED ALUMINUM OXIDE
1. SUBMIT MODEL CODE EVALUATION
REPORTS FOR
7. PROTECT CONCRETE FROM
PHYSICAL DAMAGE
5. MASSEY TO PROVIDE TERMITE TREATMENT.
OR REDUCED STRENGTH DUE
TO WEATHER
EXTREMES DURING MIXING, PLACING,
AND CURING.
8. FORMED SURFACE FINISH:
SMOOTH FORMED
CAST IN PLACE CONCRETE
FINISH FOR CONCRETE EXPOSED
TO VIEW,
NESS OR LESS, MARKED
COATED, OR COVERED BY WATERPROOFING
OR
A. SECTION REQUIREMENTS:
OTHER DIRECT APPLIED MATERIAL;
ROUGH FORMED
FINISH ELSEWHERE.
C. TREATED MATERIALS:
1. SUBMIT PRODUCT DATA.
HARDENER U.N.O. IN PLACE OF PLAIN CONCRETE.
1. PRESERVATIVE TREATED MATERIALS;
AWPA C2
9. UNFORMED SLAB FINISHES;
SCRATCH FINISH FOR
2. COMPLY WITH ASTM C-94, ACI -301, "SPECIFICATIONS FOR
SURFACES TO RECEIVE MORTAR
SETTING BEDS.
STRUCTURAL CONCRETE FOR BUILDINGS"; ACI -318,
FLOAT FINISH SURFACES FOR
INTERIOR STEPS,
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL
RAMPS AND SURFACES TO RECEIVE
PLYWOOD TO 19 AND 15% MOISTURE
CONCRETE"; AND CRSI'S "MANUAL OF STANDARD
WATERPROOFING, ROOFING OR
OTHER DIRECT
PRACTICE".
APPLIED MATERIAL. TROWELED
FINISH FOR FLOOR
SURFACES AND FLOORS TORECEIVE
FLOOR
3. ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY
COVERINGS, PAINT, OR OTHE
THIN FILM FINISH
TO TEST CONCRETE MIXES.
COATINGS. TROWEL AND FINE
BROOM FINISH FOR
SURFACES TO RECEIVE THIN
ET TILE. NON SLIP
IN CONTACT WITH
BROOM FINISH TO EXTERIOR CONCRETE
MASONRY OR CONCRETE.
B. MATERIALS:
PLATFORMS, STEPS, AND RA
PS. * CONCRETE
1. DEFORMED REINFORCING BARS; ASTM A-615, GRADE 60
SIX STEP PROCESS TO 600 GRIT
FINISH.
(ASTM A -615M, GRADE 420).
2. WELDED STEEL WIRE FABRIC; ASTM A-185, FLAT SHEETS,
10. UNIFORMLY SPREAD 25 LB
100 SQ. FT. (1.5
NOT ROLLS. 6X6, #10410.
KG/SQ. II OF DAMPENED NO
SLIP AGGREGATE
OVER FLOAT FINISHED PAVING
SURFACE. TAMP AND
3. PORTLAND CEMENT; ASTM C-150, TYPE 1.
EXPOSE NON SLIP AGGREGATE.
4. FLY ASH; ASTM C-618, TYPEE F. MAX. 20% OF TOTAL
11. APPLY DRY SHAKE COLOR
HARDENER TO FLOAT
CEMENT & FLY ASH.
FINISHED SURFACE, REPEATING
FLOAT FINISHING
TO EMBED EACH APPLICATION.
APPLY FINAL
5. AGGREGATE; ASTM C-33, CLASS 4S.
TROWEL FINISH.
6. FIBER REINFORCEMENT; ASTM C-1116, TYPE III,
12. CURE FORMED SURFACES
BY MOIST CURING
ENGINEERED POLYPROPYLENE FIBERS.
UNTIL FORMS ARE REMOVED.
7. AIR -ENTRAINING ADMIXTURE, ASTM C-260.
13. BEGIN CURING UNFORMED
CONCRETE AFTER
FINISHING. KEEP CONCRETE CONTINUOUSLY
MOIST
8. CHEMICAL ADMIXTURE; ASTM C-494.
FOR AT LEAST SEVEN DAYS.
9. WATER STOPS, FLAT DUMBBELL OR CENTER BULB TYPE,
14. OWNER WILL ENGAGE A TESTING
AGENCY TO
OF EITHER RUBBER (CRD C-513) OR PVC (CRD C-572).
PERFORM TESTS AND TO SUBMIT
TEST REPORTS.
10. VAPOR RETARDER; CLEAR 6-MIL-(0.2MM) THICK
15. PROTECT CONCRETE FROM
DAMAGE. REPAIR
POLYETHYLENE.
SURFACE DEFECTS IN CONCRETE.
11. LIQUID MEMBRANE -FORMING CURING COMPOUND;
ROUGH CARPENTRY
ASTM C-309, CLEAR, TYPE 1, CLASS B WATERBORNE.
12. NONSLIP AGGREGATE; FACTORY PRODUCED,
A. SECTION REQUIREMENTS:
RUSTPROOF, NON GLAZING, FUSED ALUMINUM OXIDE
1. SUBMIT MODEL CODE EVALUATION
REPORTS FOR
GRANULES OR CRUSHED EMERY, UNAFFECTED BY
ENGINEERED WOOD PRODUCTS.
FREEZING MOISTURE, AND CLEANING MATERIALS.
PRODUCTS:
13. DRY SHAKE COLOR HARDENER; PACKAGED, DRY
B. LUMBER, GENERAL:
COMBINATION OF MATERIALS CONSISTING OF PORTLAND
1. DRESSED LUMBER, S4S, 190
MAXIMUM MOISTURE
CEMENT, GRADED QUARTZ AGGREGATE, NON FADING
CONTENT FOR 2" (38MM) THIClo
NESS OR LESS, MARKED
MINERAL OXIDE COLORING PIGMENTS, AND PLASTICIZING
WITH GREADE STAMP OF INSPECTION
AGENCY.
ADMIXTURE COLOR AS FOR AS SELECTED BY ARCHITECT.
14. FOR ALL EXTERIOR WALKS USE DRY SHAKE COLOR
C. TREATED MATERIALS:
HARDENER U.N.O. IN PLACE OF PLAIN CONCRETE.
1. PRESERVATIVE TREATED MATERIALS;
AWPA C2
I. COMPRESSIVE STRENGTH: 2500 PSI (17.3 MPA) AT
LUMBER AND AWPA, C9 PLYWOOD,
LABELED BY AN
INSPECTION AGENCY APPROV
D BY ALSC'S BOARD OF
28 DAYS.
REVIEW. AFTER TREATMENT
<ILN DRY LUMBER AND
II. SLUMP LIMIT: 4" (100MM) AT POINT OF PLACEMENT.
PLYWOOD TO 19 AND 15% MOISTURE
CONTENT,
RESPECTIVELY. TREAT INII
TED ITEMS AND THE
III. WATER CEMENT RATIO: 0.45 MAX AT POINT OF
FOLLOWING:
PLACEMENT.
I. WOOD MEMBERS IN CONNECTION
WITH
IV. AIR CONTENT: 5.5 TO 7.0 PERCENT FOR
ROOFING, FLASHING, VAPOR
BARRIERS AND
CONCRETE EXPOSED TO FREEZING AND THAWING, 2
WATER PROOFING.
TO 4 PERCENT ELSEWHERE
II. CONCEALED MEMBERS
IN CONTACT WITH
15. REFER TO STRUCTURAL ENGINEERING PLANS AND
MASONRY OR CONCRETE.
SPECIFICATIONS.
III. WOOD FRAMING ME
BERS LESS THAN 18
INCHES (460MM) ABOVE GRADE.
IV. WOOD FLOOR PLATES
INSTALLED OVER
CONCRETE SLABS DIRE
TLY IN CONTACT WITH
EARTH.
ROUGH CARPENTRY
2. FIRE RETARDANT TREATED MATERIALS: AWPA C20
LUMBER AND AWPA C27 PLYWOOD, INTERIOR TYPE "A"
TREATMENT, LABELED BY A TESTING AND INSPECTING
AGENCY ACCEPTABLE TO AUTHORITIES HAVING
JURISDICTION.
D. LUMBER:
1. DIMENSION LUMBER: THE FOLLOWING GRADES PER
INSPECTION AGENCY INDICATED:
I. NON -LOAD BEARING INTERIOR PARTITIONS:
STANDARD STUD OR #3 GRADE. MIXED SOUTHERN
PINE: SPIB.
II. FRAMING OTHER THAN NON LOAD BEARING
PARTIIONS: CONSTURCTION OR #2 GRADE: SOUTHERN
PINE SPIB.
III. EXPOSED FRAMING SELECT STRUCTURAL GRADE,
HAND SELECTED: SOUTHERN PINE: SPIB.
3. MICRO LAM BEAMS: LAID UP FROM WOOD STRANDS
WITH EXTERIOR TYPE ADHESIVE COMPLYING WITH
ASTM D WITH GRAIN OF STRANDS PARALLEL TO THEIR
LENGTHS.
I. EXTREME FIBER STRESS IN BENDING: 2900 PSI
(20 MPa) FOR 12" NOMINAL (286MM ACTUAL)
DEPTH MEMBERS.
11. MODULUS OF ELASTICITY: 2,000,000 PSI
(13,800 MPa).
III. FY=285 PSI.
4. PREFABRICATED WOOD/ I -JOISTS: MADE FROM
STRESS GRADED LUMBER FLANGES AND WOOD BASED
STRUCTURAL USE PANEL WEBS WITH EXTERIOR TYPE
ADHESIVE COMPLYING WITH ASTM D 2559.
I. STRUCTURAL CAPACITIES: ESTABLISH AND
MONITOR STRUCTURAL CAPACITIES ACCORDING TO
ASTM D 5055.
5. REFER TO STRUCTURAL ENGINEERING PLANS AND
SPECIFICATIONS.
E. PANEL PRODUCTS:
1. WOOD BASED STRUCTURAL USE PANELS: DOC PS
2. PROVIDE PLYWOOD COMPLYING WITH DOC PS1,
WHERE PLYWOOD IS INDICATED.
I. FACTORY MARK PANELS EVIDENCING COMPLIANCE
WITH GRADE REQUIREMENTS.
II. PANELS WITH SPAN RATINGS REQUIRED BY
SUPPORT SPACING INDICATED.
III. COMBINATION SUB FLOOR UNDERLAYMENT: APA
RATED STURD-I-FLOOR, EXPOSURE 1.
IV. SUB FLOORING: APA RATED SHEATHING,
EXPOSURE 1.
V. WALL SHEATHING: APA RATED STRUCTURAL I
SHEATHING, EXPOSURE 1.
VI. ROOF SHEATHING: APA RATED STRUCTURAL I
SHEATHING, EXTERIOR.
VII. PLYWOOD UNDERLAYMENT FOR RESILIENT
FLOORING: APA B -C UNDERLAYMENT EXTERIOR
PLYWOOD PANELS WITH FULLY SANDED FACE.
VIII. PLYWOOD UNDERLAYMENT FOR CERAMIC TILE:
APA RATED UNDERLAYMENT GRADE EXTERIOR
PLYWOOD, 5/8" (15.9MM) THICK.
IX. PLYWOOD UNDERLAYMENT FOR CARPET: APA
UNDERLAYMENT EXPOSURE 1 PLYWOOD PANELS
WITH FULLY SANDED FACE.
3. PARTICLE BOARD UNDERLAYMENT: ANSI A208.1,
GRADE PBU.
4. HARD BOARD UNDERLAYMENT: ANSI/AHA A135.4,
CLASS 4 SERVICE. S1S WITH BACK SIDE SANDED.
5. FIBERBOARD SHEATHING: ANSI/AHA A194.1, TYPE
IV, CLASS 1, 1 1 INCH (13MM) THICK.
6. GYPSUM SHEATHING BOARD: ASTM C-79, WATER
RESISTANT CORE.
7. GLASS FIBER SURFACED GYPSUM SHEATHING
BOARD: ASTM C-79, WATER RESISTANT CORE
SURFACED ON FACE AND BACK WITH GLASS FIBER
MATS AND ALKALI RESISTANT COATING.
8. EXTRUDED CELLULAR POLYSTYRENE SHEATHING:
ASTM C-578 TYPE IV WITH T&G SHIP LAP LONG
EDGES.
9. POLYISOCYANU RATE FOAM SHEATHING: FS HH -
1 -1972/1, CLASS 1 OR 2; WITH ALUMINUM FOIL
FACINGS. FOAM PLASTIC CORE AND FACINGS SHALL
HAVE FLAME SPREAD OF 25 OR LESS, WHEN TESTED
INDIVIDUALLY.
F. MISCELLANEOUS PRODUCTS:
1. AIR INFILTRATION BARRIER: ASTM D 226, TYPE 1, #15
ASPHALT FELT, UNPERFORATED.
2. FASTENERS: SIZE AND TYPE INDICATED. WHERE
ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN
GROUND CONTACT, OR IN AREA OF HIGH RELATIVE
HUMIDITY. PROVIDE FASTENERS WITH A HOT DIP ZINC
COATING PER ASTM A 153 OR OF TYPE 304 STAINLESS
STEEL.
G. EXECUTION:
A. INSTALLATION:
1. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION;
SCRIBE AND COPE FOR ACCURATE FIT. CORRELATE
LOCATION OF FURRING, BLOCKING, AND SIMILAR
SUPPORTS TO ALLOW ATTACHMENT OF OTHER
CONSTRUCTION.
2. SECURELY ATTACH ROUGH CARPENTRY WORK TO
SUBSTRATE BY ANCHORING AND FASTENING AS
INDICATED, COMPLYING WITH THE FOLLOWING. -
3 '
OLLOWING:3. WOOD BASED STRUCTURAL USE PANEL ROOF
SHEATHING SHALL BE RATED FOR EXPOSURE #1.
HAVE A MINIMUM NOMINAL THICKNESS OF 19/32" AND
SHALL BE CONTINUOUS OVER TWO OR MORE SPANS
WITH FACE GRAIN PERPENDICULAR TO SUPPORTS.
SPAN RATING PANEL IDENTIFICATION INDEX IS 32/16.
MAXIMUM SPAN IF BLOCK OR OTHER EDGE SUPPORTS
IS 32". MAXIMUM SPAN WITHOUT EDGE SUPPORT IS
28". PLYWOOD TO BE TYPE CDX.
I. 8D RING SHANK NAILS AT 6" TYPICAL.
II. AT GABLE ENDS, USE 8D RING SHANK
NAILS AT 4" O.C. TYPICAL FOR FIRST THREE
TRUSSES.
4. NAILING AT WINDOWS: WIDTH 6-3" OR SMALLER,
USE (2) .097"-X2" LONG NAILS AT 16" O.C. FOUR SIDES.
5. NAILING AT SLIDING GLASS DOORS: USE
(2).097-X2" LONG NAILS AT 16"O.C. TOP AND BOTTOM
AND AT FIXED JAMB.
PRODUCTS:
A. LUMBER:
1. INTERIOR PARTITION FRAMING: STANDARD STUD,
OR #3 GRADE: MIXED SOUTHERN PINE; SPIB.
2. OTHER FRAMING: CONSTRUCTION OR #2 GRADE:
SOUTHERN PINE SPIB.
3. EXPOSED BOARDS: MATCH EXISTING.
4. CONCEALED BOARDS: MIXED SOUTHERN PINE, #2.
5. MISCELLANEOUS LUMBER: #3 OR STANDARD GRADE
OF ANY SPECIES FOR NAILERS, BLOCKING AND
SIMILAR MEMBERS.
B. INTERIOR WOOD TRIM:
1. SOFTWOOD TRIM: EASTERN WHITE, IDAHO WHITE,
LODGE POLE, PONDEROSA, OR SUGAR PINE; GRADE B
& BETTER, SELECT OR SUPREME.
2. WOOD MOLDING PATTERNS: STOCK MOLDINGS
INDICATED, MADE TO PATTERNS INCLUDED IN WMMPA
WM 7 AND GRADED UNDER WMMPA WM 4; "N" GRADE
FOR TRANSPARENT FINISH.
3. CLOTHES RODS; (1) 1/2" (38MM) DIAMETER, CLEAR,
KILN DRIED HARDWOOD RODS.
C. PANEL PRODUCTS:
1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2.
PROVIDE PLYWOOD COMPLYING WITH DOC PS1,
WHERE PLYWOOD IS INDICATED.
I. FACTORY MARK PANELS EVIDENCING WITH
GRADE REQUIREMENTS.
II. MISCELLANEOUS CONCEALED PANELS: APA
RATED SHEATHING EXPOSURE 1 SPAN RATING
TO SUIT FRAMING IN EACH LOCATION.
III. MISCELLANEOUS EXPOSED PLYWOOD: A -D
INTERIOR, THICKNESS AS INDICATED.
2. PARTICLE BOARD; COMPLY WITH AND FACTORY
MARK EACH PANEL ACCORDING TO ANSI A208.1.
PARTICLE BOARD UNDERLAYMENT: GRADE PBU.
lk
D. FASTENERS:
1. FASTENERS OF SIZE AND TYPE INDICATED.
WHERE CARPENTRY IS EXPOSED TO WEATHER, IN
GROUND CONTACT, OR IN AREA OF HIGH RELATIVE
HUMIDITY. PROVIDE FASTENERS WITH A HOT DOP
ZINC COATING PER ASTM A 153 OR OF TYPE 304
STAINLESS STEEL.
I. POWER DRIVEN FASTENERS: CABO NER-
272.
WOOD ROOF TRUSSES (PER ENGINEERING DWGS.)
A. SECTION REQUIREMENTS:
1. ENGINEER, FABRICATE, AND ERECT METAL
PLATE CONNECTED WOOD TRUSSES TO
WITHSTAND DESIGN LOADS WITHOUT EXCEEDING
DEFLECTION LIMITS OF ANSI/TPI 1, "NATIONAL
DESIGN STANDARD FOR METAL PLATE CONNECTED
WOOD TRUSS CONSTRUCTION."
2. IN ADDITION TO PRODUCT DATA, SUBMIT SHOP
DRAWINGS AND STRUCTURAL ANALYSIS DATA,
SIGNED AND SEALED BY A QUALIFIED
PROFESSIONAL ENGINEER ENGAGED BY THE
FABRICATOR WHO IS REGISTERED IN FLORIDA.
3. ENGAGE A FABRICATOR WHO PARTICIPATES IN A
RECOGNIZED QUALITY ASSURANCE PROGRAM THAT
INVOLVES INSPECTION BY AN INDEPENDENT
INSPECTING AND TESTING AGENCY ACCEPTABLE
TO AUTHORITIES HAVING JURISDICTION.
4. COMPLY WITH ANSI/TPI 1; TPI HIB, "COMMENTARY
AND RECOMMENDATIONS FOR HANDLING
INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES"; AND All "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION" AND
IT'S "SUPPLEMENT".
5. COMPLY WITH THE FOLLOWING:
WWL TOP CHORD .......... 20psf
BOTTOM CHORD..............5psf
WDL TOP CHORD .......... 20psf
BOTTOM CHORD..............5psf
WIND TOP CHORD ..... 110 MPH
TOP CHORD OF TRUSSES TO BE #2
SOUTHERN PINE.
B. MATERIALS:
1. DIMENSION LUMBER: COMPLY WITH DOC PS 20,
"AMERICAN SOFTW'0OD LUMBER STANDARD", ANY
SPECIES, GRADED VISUALLY OR MECHANICALLY.
2. CONNECTOR PLATES: STRUCTURAL QUALITY
STEEL SHEET, ZINC COATED, COMPLYING WITH
ASTM A-653, GRADE 33, G60 (ASTM A -653M, GRADE
230, Z180) COATING DESIGNATION; AT LEAST 0.0359"
(0.91 MM) THICK.
3. FASTENERS: HOT DOP GALVANIZED PER ASTM
A-153 OR STAINLESS STEEL, TYPE 304 OR 316,
WHERE EXPOSED TO WEATHER OR TO HIGH
RELATIVE HUMIDITIES. SIZE AND TYPE INDICATED.
4. METAL FRAMING ANCHORS: MANUFACTURED
FROM HOT DIP, ZINC COATED STEEL SHEET
COMPLYING WITH ASTM A-653, G60 (ASTM A -653M,
Z180) COATING DESIGNATION; STRUCTURAL,
COMMERCIAL, OR LOCK FORMING QUALITY, AS
STANDARD WITH MANUFACTURER FOR TYPE OF
ANCHOR INDICATED.
C. FABRICATION:
1. FABRICATE WOOD TRUSSES WITHIN
MANUFACTURING TOLERANCES OF ANSI/TPI 1 AND
CONNECT TRUSS MEMBERS BY METAL CONNECTOR
PLATES.
2. CONTRACTOR RIESPONSIBLE TO VERIFY ALL
TRUSS SIZES TO F!T AS BUILT JOB CONDITIONS.
D. INSTALLATION:
11. INSTALL AND BRACE TRUSSES ACCORDING TO
RECOMMENDATIONS OF TPI. SPACE TRUSSES AS
INDICATED; INSTALL PLUMB, SQUARE, AND TRUE TO
LINE; AND SECURELY FASTEN TO SUPPORTING
CONSTRUCTION.
2. ANCHOR TRUSSES SECURELY AT ALL BEARING
POINTS USING METAL FRAMING ANCHORS AND
FASTEN SECURELY.
3. SECURELY CONNECT EACH TRUSS PLY REQUIRED
FOR FORMING BUILT UP GIRDER TRUSSES. ANCHOR
TRUSSES TO GIRDER TRUSSES.
(CONTINUED ON NEXT SHEET)....
H MARK MACCO
ARCHITECTS
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904.249 -ARCH (2724)
www.MaccoArchifecfs.com
F F4 -
FCC MARK W. MACCO 7;�,l
� r
A�R96004 ,��
k4$�eD ��
I � '
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No. Description Date
OFFICE COPY
ROCKWOOD
RESIDENCE
GENERAL
NOTES
Project Number
Date SEPT. 25, 2009
Drawn By Author
Checked By Checker
A 101
Scale 12" = 1'-0"
w
M
�t
r•
0
N
LO
N
WOOD ROOF TRUSSES, CONTINUED...
E. FABRICATION:
1. FABRICATE WOOD TRUSSES WITHIN
MANUFACTURING TOLERANCES OF ANSI/TPI 1 AND
CONNECT TRUSS MEMBERS BY METAL CONNECTOR
PLATES.
2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS
SIZES TO FIT AS BUILT JOB CONDITIONS.
NOTE: THE TRUSS LAYOUT SHOWN ON THE
DRAWINGS MAY BE ALTERED BY THE TRUSS SUPPLIER
PROVIDED THAT THE ENGINEER OF RECORD IS
NOTIFIED OF ANY REVISIONS TO THE ROOF SUPPORT
LOCATIONS. IF THE TRUSS SUPPLIER MAKES
REVISIONS WITHOUT NOTIFICATION TO THE
ENGINEER, THE TRUSS SUPPLIER ASSUMES FULL
RESPONSIBILITY FOR THE STRUCTURAL DESIGN TO
THE SUBSTRUCTURE, INCLUDING WALLS, POSTS AND
FOUNDATIONS.
EXTERIOR ARCHITECTURAL WOODWORK
A. SECTION REQUIREMENTS:
1. SUBMIT SHOP DRAWINGS.
2. QUALITY STANDARD: ARCHITECTURAL WOODWORK
INSTITUTE'S "ARCHITECTURAL WOODWORK QUALITY
STANDARDS".
B. MATERIALS:
1. HARDBOARD: AHA A135.4
2. SOFTWOOD PLYWOOD: PS -1
3. PRESERVATIVE TREATMENT: COMPLY WITH NWWDA
I.S.4 FOR ITEMS INDICATED TO RECEIVE WATER
REPELLENT PRESERVATIVE TREATMENT.
4. FASTENERS FOR EXTERIOR WOODWORK: HOT DIP
GALVANIZED STEEL NAILS.
C. EXTERIOR WOODWORK:
1. COMPLETE FABRICATION BEFORE SHIPPING TO
PROJECT SITE TO MAXIMUM EXTENT POSSIBLE.
DISASSEMBLE ONLY AS NEEDED FOR SHIPPING AND
INSTALLING. WHERE NECESSARY FOR FITTING AT
PROJECT SITE, PROVIDE FOR SCRIBING AND
TRIMMING.
I. ASSEMBLE CASINGS IN PLANT, UNLESS
LIMITATIONS OF ACCESS TO PLACE OF
INSTALLATION REQUIRE FIELD ASSEMBLY.
2. BACK OUT OR GROOVE BACKS OF FLAT TRIM
MEMBERS, AND KERF BACKS OF OTHER WIDE, FLAT
MEMBERS, EXCEPT FOR MEMBERS WITH ENDS
EXPOSED IN FINISHED WORK.
3. EXTERIOR STANDING AND RUNNING TRIM: PREMIUM
GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD
LISTED IN REFERENCED WOODWORKING STANDARD.
4. EXTERIOR ORNAMENTAL WORK: PREMIUM GRADE,
MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED
IN REFERENCED WOODWORKING STANDARD.
5. EXTERIOR FRAMES AND JAMBS: PREMIUM GRADE,
MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED
IN REFERENCED WOODWORKING STANDARD.
6. SHOP PRIME WOODWORK FOR PAINT FINISHES WITH
ONE COAT OF SPECIFIED WOOD PRIMER.
I. BACK PRIME WITH ONE COAT OF PRIMER.
APPLY (2) COATS TO ITEMS INSTALLED OVER
CONCRETE OR MASONRY.
7. SHOP SEAL WOODWORK FOR TRANSPARENT
FINISHES WITH STAIN (IF REQUIRED), OTHER
REQUIRED PRETREATMENT, AND FIRST COAT OF
SPECIFIED FINISH.
D. INSTALLATION:
1. INSTALL WOODWORK TO COMPLY WITH AWI
SECTION 170 FOR GRADE SPECIFIED.
2. INSTALL WOODWORK LEVEL, PLUMB, TRUE AND
STRAIGHT. SHIM AS REQUIRED WITH CONCEALED
SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 96" (3MM
IN 2400MM) FOR LEVEL AND PLUMB.
3. SCRIBE AN CUT WOODWORK OF FIT ADJOINING
WORK, SEAL CUT SURFACES, AND REPAIR DAMAGED
FINISH AT CUTS.
4. INSTALL TRIM WITH MINIMUM NUMBER OF JOINTS
POSSIBLE, USING FULL LENGTH PIECES TO THE
GREATEST EXTENT POSSIBLE. STAGGER JOINTS IN
ADJACENT AND RELATED MEMBERS.
MASONRY.
GENERAL.-
A.
ENERAL:
A. SECTION REQUIREMENTS:
1. MINIMUM COMPRESSIVE STRENGTH OF BLOCK
SHALL BE 2000 PSI (NET AREA).
2. MINIMUM PRISM STRENGTH (F'M) SHALL BE 1500
PSI, U.N.O.
3. MORTAR FOR MASONRY SHALL BE TYPE "S" OR
[IM11.
4. GROUT FOR BLOCK CELL FILL SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT
28 DAYS.
GENERAL DESIGN CRITERIA:
1. DESIGN WIND SPEED = 140 MPH, IMPORTANCE
FACTOR=1.05
2. SECOND FLOOR LIVE LOAD= 40 PSF. ROOF LIVE
LOAD = 20 PSF.
4. SOIL BEARING CAPACITY ASSUMED TO BE A
MINIMUM OF 2500 PSF FOR DUVAL COUNTY.
5. USE DURO-ROCK BRAND CORROSION MOISTURE
RESISTANT CEMEMTITIOUS BOARD FASTENERS @
8" FIELD 4" EDGE 1-1/4" LONG MADE BY U.S.
GYPSUM.
6. LEAVE (2) SPACES MIN. AS SPARE ON ALL
ELECTRICAL PANELS. UPC #081-099-003974.
7. GENERAL CONTRACTOR SHALL VERIFY
LOCATION OF ALL MECHANICAL LINES BEFORE
CASTING FOUNDATIONS OR CAST PROTECTION
AROUND LINES AS REQUIRED.
8. CONTRACTOR TO HAVE SURVEYORS TO SCOUT
LINES FOR PLACEMENT OF FOUNDATIONS TO
VERIFY THEY ARE WITHIN GOVERNMENT SET
BACKS & GOVERNMENT UTILITY EASEMENTS.
9. ALL FILL UNDER SLABS AND FOUNDATIONS
SHALL BE COMPACTED TO 95% OF MAXIMUM
DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM
MOISTURE CONTACT.
PROJECT GENERAL NOTES:
1. THE GENERAL CONTRACTOR (GC) SHALL VERIFY ALL
EXISTING CONDITIONS IN THE FIELD PRIOR TO THE BID
& EXECUTION OF ANY WORK. THE GC SHALL
CAREFULLY SURVEY THE EXISTING JOB CONDITIONS
TO VERIFY THEM.
2. THE GC SHALL VERIFY ALL DIMENSIONS IN THE
FIELD. DIMENSIONS TAKE PRIORITY OVER SCALE,
DIRECTION TO ALIGN TAKES PRIORITY OVER
DIMENSIONING, DIMENSIONING SCALE AND
ALIGNMENT, BUILDING SET BACKS AND HEIGHT LIMITS.
3. ANY DISCREPANCIES BETWEEN THE CONTRACT
DOCUMENTS AND EXISTING CONDITIONS SHALL BE
REPORTED TO THE ARCHITECT RIOR TO THE GC'S
EXECUTION OF ANY WORK.
4. REFER TO THE STRUCTURAL E RAWINGS FOR ALL
STRUCTURAL SIZES AND INFORIVATION. ALL
DIMENSIONS SHOWN IN THE ARCHITECTURAL
DRAWINGS ARE FOR LOCATION PURPOSES ONLY.
5. ALL WORK SHALL CONFORM T
THE IBC CODE,
COUNTY PLANNING AGENCY, IN ADDITION
TO ALL
CODES, (FEDERAL, STATE AND LOCAL
REGULATIONS).
6. THE BUILDING SHALL COMPLY
ITH ALL CURRENT
ENERGY REQUIREMENTS AND C
LCULATIONS.
7. THE GC SHALL ENSURE THAT XISTING WORK ON
THE SITE IS PROTECTED AT ALL IMES, AND SHALL
REPLACE DAMAGED WORK TO THE SATISFACTION OF
THE OWNER.
8. THE GC SHALL BE RESPONSIBLE FOR THE DESIGN,
CONSTRUCTION AND COORDINATION OF ALL
MECHANICAL, ELECTRICAL, PLUN BING AND FIRE
PROTECTION WORK. THIS INCLUDES ANY DRAWINGS,
SHOP DRAWINGS, DETAILS CALCULATIONS ETC. THAT
MAY BE REQUIRED TO PROPERLY EXECUTE THIS
WORK.
9. THE GC SHALL NOT MAKE ANY DESIGN DECISIONS
WITHOUT FIRST CONSULTING MARK MACCO, AIA.
10. NOTIFY THE ARCHITECT PRI R TO PLACEMENT OF
ALL VENTS AND DIFFUSERS TO SURE PROPER
PLACEMENT.
I. LOCATION OF LIGHTING DEVICES,
MECHANICAL EQUIPMENT, PL MBING FIXTURES,
AND FIRE PROTECTION DEVICE SHOW ON THE
ARCHITECTURAL DRAWINGS ARE FOR LOCATION
REFERENCE ONLY.
II. LOCATIONS, QUANTITIES AND CODE
COMPLIANCE OF ALL ELECTRICAL, MECHANICAL,
PLUMBING AND FIRE PROTECTION DEVICES ARE
THE SOLE RESPONSIBILITY OF THE GC.
III. ANY RELOCATION'S, AD ITIONS OR
INDICATIONS TO BE MADE IN THE MECHANICAL,
ELECTRICAL, PLUMBING AND FIRE PROTECTION
SYSTEMS AS REQUIRED BY THE BUILDING
INSPECTOR OF REGULATORY AGENCIES, OR
VISIBLE EXISTING CONDITIONS SHALL BE
PERFORMED BY THE GC AT NO ADDITIONAL
EXPENSE TO THE OWNER. ALL EXISTING
ABANDONED ELECTRICAL MECHANICAL
SYSTEMS ARE TO BE REM VED FROM THE JOB
SITE.
11. THE ARCHITECT IS NOT RESP NSIBLE FOR THE
COORDINATION, COMPLETE NESS, LOCATIONS, OR
CONTENT OF ANY CONSULTANT OR CONTRACTORS.
12. ALL INTERIOR, NON LOAD BEARING
PARTITIONS
SHALL BE COMPRISED OF 2X4, 2Y6
WOOD OR METAL
STUDS @ 16" O.C. OR AS SHOWN
13. PAINT: ALL PAINTED SURFAC
S TO RECEIVE LEVEL
FIVE PAINT FINISH. OR PRIMER AND
TWO COATS.
14. ACCESSORY BACK UP PLATES-
INSTALL BACK UP
PLATE GASKETS BEHIND ALL IN-
ALL -MOUNTED
ACCESSORIES AS REQUIRED.
15. WEATHER STRIPPING SHALL BE PROVIDED AT ALL
DOORS AND WINDOWS THAT SEPARATE HEATED
SPACE FROM UNHEATED SPACE, OR THE BUILDING
EXTERIOR. (INC. GARAGE DOORS AND AT FURNACE
CLOSETS.) INFILTRATION SHALL NOT EXCEED .5 CU.
FT./MIN./SQ.FT. WITH A PRESSURE DIFFERENCE OF
1.567 PSI (WIND LOAD OF 25 MPH'.
16. ALL EXTERIOR BUILDING JOIN S SHALL BE FILLED
WITH SEALANT.
17. THE NEW THERMOSTAT SHALL BE AUTOMATIC, W/
DELAY FOR EFFICIENCY NIGHT SET BACK WITH
INTEGRAL CLOCK WITH INTEGRAL CLOCK SETTINGS FOR
TWO PERIODS IN 24 HOURS.
18. ALL FAUCETS AND SHOWER HEADS TO BE FLOW
RESTRICTING (NOT TO EXCEED 2.75 GPM).
19. PROVED AN INSULATION BLANKET (R-12) AROUND ALL
WATER HEATERS. (NOTE NOT USED).
20. ALL PLUMBING PIPING FROM CITY WATER MAIN TO
INTERNAL HOME OUTLETS (FAUCETS) TO BE COPPER.
21. PROVIDE PIPE INSULATION (R-3) ON BOTH HOT AND
COLD PIPES 5-0" FROM WATER HEATER.
22. GAS COOKING APPLIANCES SHALL HAVE ELECTRIC
PILOTS.
23. ALL TOILETS TO BE LOW WATER VOLUME USAGE
TYPE.
24. THIS SET OF CONTRACT DOCUMENTS
INCORPORATES HURRICANE AND/OR STRUCTURAL
CALCULATIONS, AND ENERGY USE CALCULATIONS (BY
OTHERS). PAID FOR BY OWNER.
25. ALL EXTERIOR WINDOWS ARE PER ENERGY
CALCULATIONS.
26. ARCHITECT IS HERE BY GIVEN ACCESS TO MAKE
PHOTOGRAPHS, VIDEOS, IMAGES ETC. OF THE PROJECT. I
UP TO THE BUILD COMPLETION DATE. PROMOTE AND I
PUBLISH SUCH IMAGES AND ARTICLES IN A FREE AND I OWNER INITIAL:
UNRESTRICTED MANNER. INCLUDING BUT NOT LIMITED V V IZ
TO ALL DIGITAL MEDIA SUCH AS THE INTERNET OR HARD - - - - - - - - - - - - - - - -
COPY PRINTED MATERIAL. PLACE S -0"X 4'-0" OR SIZE
PER LOCAL CODE, SIGN AT SITE FRONT AS NEEDED BY
ARCHITECT. THIS INCLUDES ALL OF THE INTERIOR AS
WELL AS THE EXTERIOR OF THE PROJECT.- - - - -
27. ONE NOTE ON ONE DRAWING MAY BE APPLICABLE TO
ALL DRAWINGS.
28. THE ARCHITECT IS THE FINAL INTERPRETER OF THE
DRAWINGS AND ANY DISCREPANCIES THERE IN.
29. ON REMODELS, ALL MATERIALS, TEXTURES AND
COLORS ARE TO MATCH EXISTING, TO COMPLETELY
BLEND IN VISUALLY, U.N.O. ON NEW HOMES ALL
MATERIALS, TEXTURES AND COLORS ARE TO MATCH
NEIGHBORHOOD ASSOCIATION RULES AND OR CODES
OF ANY KIND GOVERNING SUCH RULES.
30. A TEMPORARY POWER POLE WILL BE INSTALLED BY
BUILDER IF NECESSARY.
31. POWER BILLS PAID BY CONTRACTOR.
32. WATER BILLS PAID BY CONTRACTOR.
33. DOOR TO BE CUT TO FIT CARPET AND TILE.
34. IF NECESSARY GC TO PROVIDE TEMPORARY TOILET
FACILITIES ON JOB SITE.
35. CONTRACTOR MUST CONSULT ARCHITECT PRIOR TO
USE OF ANY PHOTOS, IMAGES OR REFERENCE OF ANY
KIND FOR MARKETING PURPOSES. CONTRACTOR INITIAL:
36. CONTRACTOR MAY PROVIDE SIGNAGE AT THE JOB - - - - - - - - - -
SITE AS A CONTRACTOR, BUT MAY NOT IMPLY BY
SIGNAGE OR MARKETING ANY ARCHITECTURAL DESIGN
INVOLVEMENT IN THIS PROJECT.
-- - - - - - - - - - - - - - -
IMPORTANT :
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
BIDDING THE PLANS FOR ALL CHANGES UP TO THE DAY
THE PLANS ARE APPROVED BY THE BUILDING
DEPARTMENT BEFORE THE CONTRACTOR STARTS ANY
CONSTRUCTION.
COPYRIGHT. -
REPRESENTED BY THESE DRAWINGS ARE OWNED BY
AND THE PROPERTY OF MARK MACCO, AIA. THEY WERE
CREATED FOR AND DEVELOPED FOR USE ON AND IN
CONNECTION WITH THE SPECIFIED PROJECT. THE
IDEAS,
DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF
THE SPECIFIED PROJECT SHALL NOT BE USED BY OR
DISCLOSED TO ANY PERSONS, FIRM, OR CORPORATION
FOR ANY PURPOSE WHATSOEVER WITHOUT THE
WRITTEN PERMISSION OF THE ARCHITECT.
WRITTEN DIMENSIONS IN THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY AND BENRESPONSIBLE
FOR ALL DIMENSIONS DETAILS AND CONDITIONS ON THE
JOBS FOR THE ARCHITECTS CLARIFICATIONS AND
CORRECTIONS. THE
ARCHITECT IS TO BE NOTIFIED BY THE CONTRACTOR
PRIOR TO THE CONSTRUCTION OF ANY VARIATIONS OR
DISCREPANCY OF THE DIMENSIONS, DETAILS OR
CONDITIONS WHICH ARE NOT CLEAR OR SHOWN
BY THESE DRAWINGS. THE BUILDER SHALL BE
RESPONSIBLE FOR OBTAINING FROM THE ARCHITECT
AND GOVERNMENTAL AUTHORITIES ALL CLARIFICATIONS
AND CORRECTIONS TO THESE DRAWINGS THAT ARE NOT
CLEAR OR CORRECT BUT THAT ARE DEEMED
NECESSARY FOR THEPROJECT.
THE COST OF ALL CLARIFICATIONS AND CORRECTIONS
ARE NOT THE RESPONSIBILITY OF THE OWNER OR THE
ARCHITECT. ALL EXTRAS OR CHANGES INCLUDING
COSTS SHALL BE APPROVED BY THE OWNER AND THE
ARCHITECT PRIOR TO THE CONSTRUCTION OF SAID
EXTRAS OR CHANGES.
IT IS THE BUILDER'S RESPONSIBILITY TO MAINTAIN A
CONSTRUCTION SUPERVISOR ON THE JOB AT ALL TIMES.
THE CONSTRUCTION SUPERVISOR SHALL BE AWARE OF
AND FOLLOW THE INTENT OF THE DESIGN AT ALL
TIMES
WHEN IN QUESTION, THE ARCHITECT SHALL BE THE
INTERPRETER OF THE INTENT OF THE DESIGN. ALL
EXISTING SURFACE, OVERHEAD, AND SUBSURFACE
CONDITIONS WHICH ARE NOT FORESEEN OR PREDICTED
ON THESE DRAWINGS, WHICH MIGHT CAUSE LIABILITY,
COSTS, OBLIGATIONS, OR DELAYS ARE THE OWNERS
RESPONSIBILITY.
ALL OWNER'S INSTRUCTIONS TO THE CONTRACTOR
SHALL BE MADE THROUGH THE ARCHITECT. THE
CONTRACTOR IS RESPONSIBLE TO READ EVERY NOTE &
SPECIFICATION ON THE, OR REFERRED BY, THESE
DRAWINGS.
MARK MACCO
ARC H ITECTS
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904. 249 -ARCH (2724)
www.MaccoArchitects.com
b )F4 -
FCO -MARK W. MACCU: y
�} M
AR96004 �4U
k4�eD
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No. Description Date
OFFICE COPY
ROCKWOOD
RESIDENCE
GENERAL
NOTES
Project Number @###
Date SEPT. 25, 2009
Drawn By Author
Checked By Checker
A 102
Scale12" = 1'-0"
00
M
LO
0
N
N
WINDOW INSTALLATION (METHOD A-1)
WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE
WINDOW INSTALLATION.
STEP FLASHING APPLIED OVER THE FACE OF THE MOUNTING SECTION A
1. IN WATER SHEDDING FASHION, FLANGE. THROUGH WINDOW
STARTING AT THE BASE OF
THE WALL & WORKING TOWARDS
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
SHEATHING
2. APPLY SILL FLASHING
3. APPLY BEAD OF SEALANT
AT BACK OF WINDOW
FLANGE & SET WINDOW USING
PAN HEAD SCREWS TO
FACILITATE INSPECTION
4. APPLY BEAD OF SEALANT AT
SIDE JAMBS. EXTENDS 8 1/2"
5. APPLY JAMB FLASHING
6. APPLY BEAD OF SEALANT
AT HEAD
7. APPLY HEAD FLASHING
8. REMOVE PREVIOUSLY APPLIED
TAPE, ALLOWING WRB TO LAY
FLAT OVER HEAD FLASHING.
APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT- SEE
DIAGRAM /
SEAL THE WINDOW FRAME TO
OPENING. APPLY A 3/8" NOM.
DIA. TO THE BACKSIDE
(INTERIOR) OF THE WINDOW
FLANGE, IN LINE WITH ANY
PRE -PUNCHED HOLES OR
5. JAMB
SEALANT BEAD
BEHIND
MOUNTING
FLANGE.
APPLY CONT. SEAL TO THE
MOUNTING FLANGES AT THE TOP
(HEAD) AND SIDES (JAMBS) OF
WINDOW. EXTEND SEALANT AT
JAMBS 8 1/2" ABOVE THE R.O. AT
HEAD. EMBED JAMB FLASHING
INTO SEALANT AND FASTEN IN
PLACE. (FLASHING GOES OVER
SEALANT).
1
5. JAMB — 2, A+
EXTEND JAMB FLASHING
TO
OVERLAP SILL FLASHING. �g
g SILL
1
9'
135
g. NE SHIM AND ADJUST WINDOW TO
1. WEATHER RESISTANT ACHIEVE
BARRIER (WRB) SQUARE, PLUMB, AND LEVEL
AT A 45 DEGREE ANGLE, CAREFULLY CU CONDITION.
THE BARRIER ON A DIAGONAL. GENTLY USE CORROSION RESISTANT
RAISE THE TOP EDGE OF THE BARRIER FASTENERS. /
UP AND TAPE THE TOP CORNERS AND FASTEN WINDOWS PER Wl��nn�ni
INTERIOR
CENTER TO THE EXTERIOR WRB SURFACE TOP LEFT CORNER OF
ABOVE.
FLASHING DETAILS
1/4" = V-0"
FLASHIN
SEALANT BEAD BETWEEN
FLASHING AND MOUNTING
FLANGE.
SECURE
WRB
AT HEA
FLASHING AT HEAD
EXTENDS 1" BEYOND
JAMB FLASHING.
7.HEAD FLASHING
EMBED BOTTOM OF TH
HEAD FLASHING AGAIN
THE PREVIOUSLY APPLI
SEALANT (FLASHING GO
OVER SEALANT). EXTE
A HEAD FLASHING BEYON
EACH JAMB FLASHING.
FASTEN IN PLACE.
r+rAI A K I
1/2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB
FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE
[)Irwr\r%ivi.
D
E
ST
ED
ES
ND
D
WINDOW INSTALLATION (METHOD B-1)
WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE
WINDOW INSTALLATION. SECTION A
STEP FLASHING APPLIED BEHIND THE MOUNTING FLANGE. THROUGH WINDOW
1. IN WATER S EDDING FASHION,
STARTING AT HE BASE OF
THE WALL & ORKING TOWARDS
vv—
THE TOP, INSTALL THE WRB
TO THE FACE F THE SHEATHING
2. APPLY SILL LASHING
3. APPLY JAMB FLASHING
4. APPLY BEA
OF SEALANT
AROUND THE PERIMETER
OF
THE BACK SID
(INTERIOR
SURFACE) OF
WINDOW
MOUNTING FLANGE
CUT- SEE WRB
5. IMMEDIATE Y INSTALL
WINDOW
USING PAN HEAD SCREWS TO
FACILITATE INSPECTION
6. APPLY BEA OF SEALANT
ACROSS THE ACE OF
MOUNTING F NGE AT HEAD
7. APPLY HEAD FLASHING
8. REMOVE PREVIOUSLY
APPLIED
TAPE, ALLOWING
WRB TO LAY
FLAT OVER HEAD
FLASHING.
APPLY NEW SHEATHING
TAPE SECURE
OVER DIAGONAL
CUT- SEE WRB
Nowev Offill,
3. JAMB
BORROWED LITE
EXTEN
JAMB
FLASHING
SHEET A -XXX FOR
TO OVERLAP
SILL
FLASHING.
EXTEND
JAMB FLASHING
8 1/2"
(220MM
ABOVE ROUGH
OPENINGAT
HEAD.
APPLY
APE AT
CORNERS
TO
TEMPORARILY
HOLD
FLASHING
IN PLACE
18
9,.
135
LINE
9..
LINE
4. APPLY A 3/8" NOM. DIA.
BEAD OF SEALANT TO THE
BACKSIDE (INTERIOR) OF THE
MOUNTING FLANGE AROUND
THE ENTIRE PERIMETER.
PLACE BEAD IN LINE WITH
ANY PRE -PUNCHED HOLES
OR SLOTS
/ L—SISILL SND ADJUST WINDOW TO
ACHIEVE
SQUARE, PLUMB, AND LEVEL
CONDITION.
USE CORROSION RESISTANT
FASTENERS.
FASTEN WINDOWS PER WINDOW
MANUFACTURER FASTENER
1. WEATHER-IFICATIONS.
RESISTANT
BARRIER (WRB): ANGLE, CAREFULLY
CUT THE BARRIER ON A DIAGONAL.
GENTLY RAISE THE TOP EDGE OF
THE BARRIER UP AND TAPE THE TOP
CORNERS AND CENTER TO THE
EXTERIOR WRB SURFACE ABOVE.
SEALANT BEAD BETWEEN
MOUNTING FLANGE AND
FLASHING.
AFTER INSTALLATION
SEAL ALL CORNERS OF
MECHANICALLY JOINED
FRAMES TO SEAL FRAME
SEAM JUNCTURE.
FLASHING AT HEAD EXTENDS
1" BEYOND JAMB FLASHING.
INTERIOR
TOP LEFT CORNER OF
Ma
FLASHIN
7. HEAD
APPLY A CONT. SEAL ALONG
MOUNTING FLANGE AT THE
HEAD. FLASHING GOES OVER
MOUNTING FLANGE. EMBED
BOTTOM OF HEAD FLASHING
AGAINST SEALANT (FLASHING
GOES OVER SEALANT).
EXTEND HEAD FLASHING
BEYOND EACH JAMB FLASHING.
FASTEN IN PLACE.
nrni AKI
SYMBOL LEGEND
PLAN OR SITE TITLE
SCAL
REFERENCE
DRAWING OR DETAIL TITLE
SCAL
A-102
SHEETS WHERE REFERENCE IS CUT
A BUILDING ELEVATION
A-201 ELEVATION LETTER
ELEVATIONS DRAWN ON THIS SHEET
BUILDING AND WALL SECTION
A
A-301 SECTION LETTER
SECTION DRAWN ON THIS SHEET
D
INTERIOR ELEVATION
C A-401 A_ ELEVATION I-ETTER
ELEVATIONS DRAWN ON THIS SHEET
B
DETAIL
1 DETAIL NUMBER
A-501 DETAIL DRAWN ON THIS SHEET
1 DETAIL NUMBER
I A-501 DETAIL DRAWN ON THIS SHEET
ROOM ROOM NAME AND
101 NUMBER
O DOOR NUMBER
101
BORROWED LITE
101
REFERENCE
F B W C
SHEET A -XXX FOR
OWINDOW
MARKER
O
PARTITIO �! TYPE
O
HAZARDOUS MATERIAL
ACT
SEE SHEET A-
OTOILET
NOTE
A A-401
CASEWORK
(14'-0") REFERENCE HEIGHT
ROOM
ROOM NAME, NUMBER AND
101
FINISH REFERENCE - SEE
F B W C
SHEET A -XXX FOR
E
NEW WORK
O
DEMOLITION WORK
O
HAZARDOUS MATERIAL
ACT
ACCESSORY
OTOILET
NOTE
ALUM
REVISION
CONTROL OR
—•� EXPANSION
MATERIAL LEGEND
BATT
BRIC
CONCRET
CONCRETE MASONRY
CONTINUOUS
EART
ABBREVIATIONS
• •
............
■■■■■■■■■■■■
��'
ADA
AMERICANS W/ DISABILITIES
GYP
GYPSUM
AFF
ABOVE FINISHED FLOOR
GWB
GYPSUM WALL BOARD
ACOUS
ACOUSTICAL
INSUL
INSULATION
ACT
ACOUSTICAL CEILING TILE
H
HEIGHT
ALUM
ALUMINUM
HOR
HORIZONTAL
APPROXAPPROXIMATELY
MANUF
MANUFACTURER
BD
BOARD
MECH
MECHANICAL
BEJ
BUILDING EXPANSION JOINT
MIN
MINIMUM
BTM
BOTTOM
MO
MASONRY OPENING
CLR
CLEAR
MTL
METAL
CO
CLEAN OUT
NIC
NOT IN CONTRACT
CONC
CONCRETE
NTS
NOT TO SCALE
COORD
COORDINATE
OC
ON CENTER
CMU
CONCRETE MASONRY UNIT
OH
OPPOSITE HAND
CONT
CONTINUOUS
OSB
ORIENTED STRAND BOARD
CJ
CONTROL JOINT
PLAM
PLASTIC LAMINATE
D OR DIA DIAMETER
PNT
PAINT
DN
DOWN
PREFAB PREFABRICATED
DS
DOWNSPOUT
REINF
REINFORCED
EA
EACH
RD
ROOF DRAIN
EWC
ELECTRIC WATER COOLER
RO
ROUGH OPENING
EJ
EXPANSION JOINT
SIM
SIMILAR
EFS
EXTERIOR FINISH SYSTEM
SQ
SQUARE
EIFS
EXTERIOR INSULATION
SS
STAINLESS STEEL
FINISH SYSTEM
STRUCT STRUCTURAL
EQUIP
EQUIPMENT
TERM
TERMINATE
EXT
EXTERIOR
TOS
TOP OF STEEL
FD
FLOOR DRAIN
TOM
TOP OF MASONRY
FRP
FIBERGLASS REINFORCED
TYP
TYPICAL
POLYESTER
LION
UNLESS OTHERWISE
FRT
FIRE RETARDENT TREATED
NOTED
FEC
FIRE EXTINGUISHER
VERT
VERTICAL
CABINET
VCT
VINYL COMPOSITION TILE
GA
GAUGE
W
WIDTH
MARK MACCO
ARCHITECTS
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
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xg
%C MARK W. MACCO y►
� h
AJ_Ai 104 �Lt1
"Q
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No. Description Date
OFFICE COPY
ROCKWOOD
RESIDENCE
FLASHING
DETAILS
Project Number
Date SEPT. 25, 2009
Drawn By Author
Checked By Checker
A 103
Scale As indicated
WINDOW INSTALLATION (METHOD A)
WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE
WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING
STEP
1. APPLY SILL FLASHING
2. APPLY BEAD OF SEALANT
AT BACK OF WINDOW
FLANGE & SET WINDOW (PAN
HEAD SCREWS MUST BE USED
TO FACILITATE INSPECTION
3. APPLY BEAD OF SEALANT AT
SIDE JAMBS
4. APPLY JAMB FLASHING
5. APPLY BEAD OF SEALANT
AT HEAD
6. APPLY HEAD FLASHING
7. IN WATER SHEDDING
FASHION,
STARTING AT THE BASE OF
THE WALL & WORKING
TOWARDS
THE TOP, INSTALL ALL THE WRB
TO THE FACE OF THE
SHEATHING. TUCK WRB UNDER
SILL FLASHING, AND OVER
JAMB & HEAD FLASHING
8. WITH SHEATHING TAPE, tit
CONNECT
4. JAM_B
EXTEND JAMB FLASHING
TO OVERLAP SILL FLASHING.
EXTEND JAMB FLASHING 8 1/2"
ABOVE ROUGH OPENING
AT HEAD. APPLY TAPE AT
CORNERS TO TEMPORARILY
HOLD FLASHING IN PLACE
UNTIL WRB IS APPLIED
FLASHING DETA
1/4" = 11-011
ILS
FLANGE. SECTION A
SEALANT I
SEAL THE WINDOW FRAME TO BEHIND
OPENING. APPLY A 3/8" NOM. DIA. MOUNTIN(
BEAD TO THE BACKSIDE (INTERIOR) FLANGE.
OF THE WINDOW FLANGE, IN LINE
WITH ANY PRE -PUNCHED HOLES C R
SLOTS.
3. JAMB
APPLY CONT. SEAL TO
THE MOUNTING
FLANGES AT THE TOP
(HEAD) AND SIDES
(JAMBS) 8 1/2" ABOVE THE
D n AT uCAfl
SHIM AND ADJUST
WINDOW TO ACHIEVE
SQUARE, PLUMB, AND
LEVEL CONDITION.
USE CORROSION
RESISTANT FASTENERS.
FASTEN WINDOWS PER
WINDOW
MANUFACTURER
FASTENER
SPECIFICATIONS.
- PLASHIN
SEALANT BEAD BETWEEN
FLASHING AND MOUNTING
FLANGE.
FLASHING AT HEAD
EXTENDS 1" BEYOND JAMB
FLASHING.
5. HEAD
EMBED BOTTOM OF THE
HEAD FLASHING AGAINST
THE PREVIOUSLY APPLIED
SEALANT (FLASHING GOES
OVER SEALANT). EXTEND
HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
INTERIOR
TOP LEFT CORNER OF
INDOW INSTALLATION (METHOD B)
STEP
1. APPLY SILL FLASHIN
2. APPLY BEAD OF SEALANT
AT BACK OF WINDOW
FLANGE & SET WINDOW
(PAN
HEAD SCREWS MUST BE
USED
TO FACILITATE INSPECTION
3. APPLY BEAD OF SEALANT
AT
SIDE JAMBS
4. APPLY JAMB FLASHING
5. APPLY BEAD OF SEA�ANT
AT HEAD
6. APPLY HEAD FLASHING
7. IN WATER SHEDDING
FASHION,
STARTING AT THE BASE
OF
THE WALL & WORKING
TOWARDS
THE TOP, INSTALL ALL
HE WRB
TO THE FACE OF THE
SHEATHING. TUCK WRB
UNDER
SILL FLASHING AND OVER
JAMB & HEAD FLASHIN
8. WITH SHEATHING TAPE,
CONNECT
THE WRB TO THE FLASHING
(Al 14 SInFS)
APPLY A 3/8" NOM. DIA.
BEAD OF SEALANT TO
THE
BACKSIDE (INTERIOR) OF
THE MOUNTING FLANGE\
AROUND THE ENTIRE
PERIMETER. PLACE BE4,D
IN LINE WITH ANY
PRE -PUNCHED HOLES OR
2. JAMB
EXTEND JAMB FLASHING
TO OVERLAP SILL
FLASHING. EXTEND
JAMB FLASHING 8 1/2"
ABOVE ROUGH
OPENING AT HEAD. AP LY
TAPE AT CORNERS TO
TEMPORARILY HOLD
FLASHING IN PLACE
UNTIL WRB IS APPLIED.
WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE
WINDOW INSTALLATION. SECTION A
FLASHING APPLIED OVER THE FACE OF THE MOUNTING
FLANGE, TUDni i�U XnnninnXn►
AFTER INSTALLATION
SEAL ALL CORNERS OF
MECHANICALLY JOINED
FRAMES TO SEAL FRAME
SEAM JUNCTURE.
a
SILL
1
SHIM AND ADJUST WINDOW TO ACHIEVE
SQUARE, PLUMB, AND LEVEL CONDITION.
USE CORROSION RESISTANT FASTENERS.
FASTEN WINDOWS PER WINDOW
MANUFACTURER FASTENER
SPECIFICATIONS.
JC/'1L/'11V I ULf1U UL I VVLLIV
MOUNTING FLANGE AND
FLASHING.
FLASHING AT HEAD EXTENDS
1" BEYOND JAMB FLASHING.
5. HEAD
FLASHIN
APPLY A CONT. SEAL ALONG
MOUNTING FLANGE AT THE
HEAD. FLASHING GOES OVER
MOUNTING FLANGE. EMBED
BOTTOM OF HEAD FLASHING
AGAINST SEALANT (FLASHING
/ GOES OVER SEALANT).
EXTEND HEAD FLASHING
BEYOND EACH JAMB FLASHING.
FASTEN IN PLACE. NOTE: FOR
TYPE "B", JAMB FLASHING IS
4 A BEHIND MOUNTING FLANGE.
INTERIOR
TOP LEFT CORNER OF
[%rA I AAI
WALL TYPE AND DIMENSION LEGEND MARK MACCO
DARCHITECTS
FORWARD DESIGN. UNPARALLELED EXECUTION.
1/2" OSB 5 1/2" ACTUAL WOOD STUD
111
VAPOR 1/2" GWB
BARRIER
METAL LATHE
SCRATCH COAT
❑BROWN COAT EXT INT
1
ALL DIMS
TAKEN FROM STRUCTURE
ALL DIMS
TAKEN FROM STRUCTURE
1/2" OSB 811 CMU
111 1/2" GWB
VAPOR
BARRIER
❑2 METAL LATHE
SCRATCH COAT
BROWN COAT EXT INT
ALL DIMS
AKEN FROM STRUCTUR
ALL DIMS
TAKEN FROM STRUCTURE
3 1/2" ACTUAL WOOD STUD 1/2" GWB
1/2" GWB
❑3
ALL DIMS
TAKEN FROM STRUCTURE
ALL DIMS
TAKEN FROM STRUCTURE
2 1/2", 3 1/2", O R 5 1/2"_
STEEL STUD, U.O.N 1/2" OR 5/8" GWB
1/2" OR 5/8" GWB__4 U.O.N
U.O.N
ALL DIMS
TAKEN FROM STRUCTURE
ALL DIMS
TAKEN FROM STRUCTURE
GENERAL NOTE:
1. NOT ALL DETAILS APPLY TO PROJECT. SEE WALL TYPES FOR PROJECT SPECIFIC DETAILS.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
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PH: 904. 249 -ARCH (2724)
www.MaccoArchitects.com
4coMARK W. MACC07
rn
AR96004
J'D P�
Co
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No. Description Date
OFFICE COPY
ROCKWOOD
RESIDENCE
FLASHING
DETAILS
Project Number
Date SEPT. 25, 2009
Drawn By Author
Checked By Checker
A 104
Scale As indicated
(D 0
0
ti
T
Q
N
N
CONCRETE, SLAB, AND
FOUNDATION NOTES
�-- NCRETE SPEC[ F1 C ATIa'N I
ALL CON'�L?ETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318—OB, AND SHALL BE
CONSTRUC"TED IN ACCORDANCE STH ACI 301,
ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PS1 AT 26 DAYS
ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED
AND SPACED IN FORMS AND SECt,"RED IN PLACE IN ACCGRDANCE WITH THE
PROCEDURES AND REQUIREVENITS OUTLINED IN THE LATEST EDITION OF THE *MANUAL OF
STANDARD PRACTIC'E FOR DETAILING REINFORCM4, GONCRETE 5,TRLP_-TURE5', ACI 315.
BAR SUPPORTS SHAH BE PLAST'IC DIPPED AFTER FABRICATION
ALL REINFORCING SPLICES SHALL CONFORM T,D THE REQ. UIREMENTS OF THE LATEST EDITICA4
OF ACI 318, 13UT IN NO CASE SHALL BE LESS THAN 40 BAR IiJAMETERS, U.O.N,
ALL WELDED WRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY.
WHERE REQUIRED, DOWELS SHALL MATCH S17E AND NUMBER CIF MAIN REINFORr'INC' tj,O,N_
SUPPORT BARS SHALL BE #5 OR GREATER, AND, NOT SPACED MORE THAN 48- 0,C, A
MINIMUM OF THREE (3) SUPPORT BAR$ AND THREE ("�) INDIVIDUAL GHAIR5 FOR EACH
SUPPORT BAR SHALL BE PROVIDED FOR 70P BARS.
SUPPORT BARS AND ENDS OF MAIN, REINFORCING SHALL NOT FxTEND MDRE THAN V-6"
PAST OUTERMOST CHAIR GIR SUPPORT BAR.
CONCRETE SLABS ON QRADE;
SHALL BE INSTALLED OVER MJN--IMUM 10 MIL POLYETHYLENE VAPOR RETARDER '417H JOINT�
LAPPED 60' AND SEALED OVFR CLEAN-", COMPACTED EARTH OR FILL WITH
CHEM14",-AL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITE'S.,
SA'WCUTS (FOR SLABS ON GRADE):
FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'xl' CRID WITHIIN
HOURS OF CONCRETE PLACEMENT, PROVIDE SA' CUTS THRO'UGH GJT SLA,`9 AND V#HEF<E
SHOWN ON FOUNDATION PLAN SI -0- CALL EOR FOR ALTERNATP VE METH,:Nj'0S.
FOQN I)ATI ONS; .
OE,OTECHNICAL DATA AND RECOMMENDATIONS HAVE NOT BEEN PROVIDED. A SOILS
It REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS,
-SHALLOW STRIP & SPREAD FOOTINGS W/ NET ALLOWA.3LE BEARING PRESSURE = 2,00 PSF
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INF ATI +I. FOR GENERAL FEATURES,
CONDUITS, ELECTRICAL EMBEDS� STEP HEIGHTS, ETC_ SEE ARCHITECTURAL PLANS, DO NOT
SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNItAT1ON PLAN SHOWN ON S1.0.
DO NOT DETERMINE FOOTING LOCATION BASED C'N EITHER THE ARCH[TECT"JIRAL PLAN OR
FRAMING PLAN, BUT BY DIMENSIONS PROVIOEO Dr, F,,"'JNI)ATION PLAN. IF FOOTIN't; SIZE OR
LOCATION IS NOT DETERMINED ON PLAN THEN C",'0NTA.,,..T ENGINEER OF RECORD (EOR)
UNLESS OTHERWISE NOTED ON ORAWINOS, MINIMUM CONCRETE COVER, FOR. REINFORCING
SHALL BE 3" IN FOOTINGS AND MESH SHALL BE "ENTERED IN SLAB ON GRADE. IN ALL
CONTINUOUS FOOTINGS PROVIDE #4 0 48- O.C. OR ROD CHAIRS. PROVIDE COtq,,-flNUITY OF
REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY IN-'3TALLI!'4r_',
CORNER BARS, mINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES 1-44
REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS
STRUCTURAL FILL,
FOtJNDATIONS PLACED ON COMPACTED STRUC'Tu,,1.AL FILL HAVE BEEN DESIGNED FOR A NET
ALLOWABLE BEARING PRESSURE OF 3,000 'PSF, FILL TC, BE COMPACTEO TO 195% OF MAXJMLty`
DENSITY AS DETERMINED BY ASTM D-1557, PLACE FILL IN LAYERS OF'W THICK MAXIMUM.,
UNDER THE I)IREC7 SUPERMSION1 OF A GEOTECHNIGAL ENGINEER, FILL TO BE TESTED TO
VERIFY COMPACTION AS REWIRED BY THE "SEOTECHNICAL ENGINEER' 4T THE FOLLOIMNG
INTERVALS:
-AT ONE (1) LOCA11ON FOR EVERY 5,00 SF OF BUILDIINIC AREA
-AT 25% OF ANY ISCLA-I`E�,) COLJMN FOOTING ILDCATIONS
0' I �
-AT ON E LOCATION FOR EVERY 100 LINEAR FEET OF CONT. WALL FOO TIN IG
TESTS FOR DECREE OF COMPACTION `SHALL BE OETERIMINEO RY THE ASTM 0—issra OR, ASTM
D-292.2 TEST METHODS. OBSERVA11ON AND FIELD TESTS SHAH BE CARRIED ON DURING
FILL AND BACKFILL PLACEMENT 'BY THE GEOTECHNICAL ENGINEER �O ASSIST THE
CONTRACTOR IN OBTAININC, THE RE-:D1.;IRED DEGREE OF COMPACTION, IF LESS THAN 95
(U.OX IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL
BE MADE WITH ADJUSTMENT (3F THE MOISTURE CONTENT A'--,, REQUIRED COMPACTIC"N li
OBTAINED.
/nOrN
NORTH
FIRST FLOOR.
1/2" = 11-011
0 11 21 41
SCALE: 1/2" = V-0"
EXISTING STRUCTURE
i
(NOT IN CONTRACT)
32"x 80" TEMPERED —
GLASS DOOR (SAFETY
GLASS)
32"x80" INTERIOR DOOR
"A
TAG
WALL TYPES (INTERIOR TO EXTERIOR)
A
1/2" DRYWALL; 2X6 STUDS; PLYWOOD SHEATHING; VAPOR
REVISION 1
BARRIER; LAP SIDING
B
1/2" DRYWALL; 2X4 STUDS; 1/2" DRYWALL
101
I
9
BI -FOLD DOORS TBD
BY CLIENT. TYP.
VtKit-Y IN t-ItLU
31-411
MA
36"x80" EXTERIOR
DOOR TEMPERED
GLASS DOOR
(SAFETY GLASS)
UA
FURR OUT EXISTING WALL
FOR PLUMBING FIXTURES
DEPRESS SLAB 4" AT
SHOWER
36"x48" CASEMENT
WINDOW
�00
I
OFFICE COPY
REVISION
IBP# 001 q
DATE
SIGNED r?\'
Al
MARK MACCO
?,,, A R C H I T E C T S
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904.249 -ARCH (2724)
www.MaccoArchitects.com
M
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No.
Description
II
1
REVISION 1
o I�
2
Revision 2
4" CONCRETE SLAB
3
Revision 3
z w/ FIBERMESH@ 1.5
LBS/CU. YD.
OF CONCRETE OR
6X6 WIAX W1.4 WWF
U-1
> ON 6 MIL VAPOR
BARRIER IN
PREPARED GRADE.
SHORE UP STRUCTURE, REMOVE
EXTERIOR WALL AND REPLACE WITH
HEADER BEAM
BI -FOLD DOORS TBD
BY CLIENT. TYP.
VtKit-Y IN t-ItLU
31-411
MA
36"x80" EXTERIOR
DOOR TEMPERED
GLASS DOOR
(SAFETY GLASS)
UA
FURR OUT EXISTING WALL
FOR PLUMBING FIXTURES
DEPRESS SLAB 4" AT
SHOWER
36"x48" CASEMENT
WINDOW
�00
I
OFFICE COPY
REVISION
IBP# 001 q
DATE
SIGNED r?\'
Al
MARK MACCO
?,,, A R C H I T E C T S
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904.249 -ARCH (2724)
www.MaccoArchitects.com
M
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No.
Description
Date
1
REVISION 1
10/02/17
2
Revision 2
10/24/17
3
Revision 3
11/2/17
OFFICE COPY
ROCKWOOD
RESIDENCE
FIRST FLOOR
PLAN
Project Number #####
Date NOV. 7, 2017
Drawn By Author
Checked By Checker
A 200
Scale 1/211 = 1'-0"
NN
co
4
co
&i
CD
N
ti
EAST
1/2" = 1 '-0"
SOUTH
1/2" = 1'-0"
- PROPOSED
EXISTING BUILDING
EXISTING
EXISTING BUILDING
FINISH TBD BY CLIENT
d EXISTING
EXISTING BUILDING
PROPOSED
TOP PLATE
8'-0"
TOP PLATE
8'-0"
FIRST FLOOR
0"
FIRST FLOOR
0"
FINISH TBD BY CLIENT zi�
MARK MACCO
ARCH TELT
FORWARD DESIGN. UNPAR LLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904. 249 -ARCH (2724)
www.MaccoArchitects.com
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: #I AR96004
TENNESSEE REGISTRATION: # 105588
No. Description Date
1 REVISION 1 10/02/17
OFFICE COPY
ROCKW, IOD
RESIDENCE
ELEVATIONS
Project Number #####
Date OdT. 2, 2017
Drawn By Author
Checked By
Checker
Scale 1/211 = 1'-0"
Of. PZ..
MAI
16
i0
A 04� L ;
Al
�,1
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: #I AR96004
TENNESSEE REGISTRATION: # 105588
No. Description Date
1 REVISION 1 10/02/17
OFFICE COPY
ROCKW, IOD
RESIDENCE
ELEVATIONS
Project Number #####
Date OdT. 2, 2017
Drawn By Author
Checked By
Checker
Scale 1/211 = 1'-0"
EXISTING WALL
SEE 1./S4,2
SECTION
1/2" = 11-011
A 401
-PPICAL-F-,,, 1 1-1
D, IN A I L I IN
1
S
0, 131 x -`5 " END IN AIL:�':
(2) 0 2x4.
(3) 0 2x6,
(4) 0 2x8,
F' ILL HEIGHT ANCHOR
EITHER SIDE OF 71ATE
HEI`HT CHANGE
2x -BLOCKING ONLY
REQUIRED IF SHEAR WALL -\.
!SIMPSON H2.5T OR
LSTA12 STRAP FOLDED
OVER TOP PLATE
FASTEN LOWER STUD'
TO TALLER STUD Irl
2 -ROWS OF 10d 'COMS
a 12" cAl
TYPICAL SOLE
PLATE NAILING:
0-131xY TOE NAILS
(3) 0 2x4,
(4) 0 24,
(5) 0
2x.8.
PT, SPF#2
SOLE PLATE -\
EXTEND TOP CHORD OF
TUSS TO MATCH CURRENT SLOPE
0
SLOPE 2 2. ii2qL 701::e
TYPICAL HEAJDER NAILING
0,131X3" TOE NN .:':.ILS
2x8 = (5) NAILv-5
20',`, 2x'2 = NAILS
(7
-9 LVL11 "' LVL NAILS
14 os LVL, 15" LN/L= 9) NAIL
"M A X.
°A`ALL F::','-`-,JING AT
C0NDITIGV4-,,`
TYPICAL WALL FRAMING: NTS
I`1#2 DL -31-
TuP PLATE
RAISED
HEADER
ARCHED
TRANSOM
OPTION
SEE RIGHT
WINDOW SILL SEE
SCHEDULE 5/S4.0
FOR SILL SIZE AND
CONNECT10IN EACH
END
BOUNDARY OF
SHEATHING
EXAMPLE OF PANE
EDGE w/ BLOCKIN
WHERE REQUIRED E
GENERAL NOTE
NAIL SPACING A
SUPPORTED EDGES
GENERAL NOTE'
F7 --L
TOP PLATE
8'-O�
FIRST FLOOR &--
Off ,ffl
RUILIDER MAY PHOOSE EITHER THE DROPPED
HEADER CONDITION O)R HEADER le.'IONDITI_ N
PLATE SPLICE
4'-C,1" %4IN, 5P'LICE LIENC.'
vk,-/ �16) 0.1,31xY NAILIS:
VVENLY SPACED
SYP#2
HEADER,
PER PLAN
FL IN-1ATION1, SEE PLAN
O
V'',AILL FRAtvlING AT
RAISED HEADER f,XINDITION
4'-,cl- MIN.
SHEATHING SPECIFICATIONS:
ROOF MIN 5/8" 32/12, APA RATED PLYWOOD SHEATHING, NAILED w/ 0,113x2Y2"
RING SHANK NAILS 0 6" O.C. FOGE & 6" O.C. FIELD (AT GABLE ENDS
DECREASE EDGE NAIL SPACING TO 4" O.C. W17HIN 4'-0" DF ROOF EDGE),
WALL MIN, 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING,
FASTENED w/ 8d @ 6" O.C, EDGE AND 6" O.C. FIELD. INSTALL SHEATHING
WITH LONG DIMENSION PERPENDICULAR TO THE STUDS, APA RATED
STRUCTURAL 1 SHEATHING MAY BE INSTALLED VERTICAL, SEE PLAN FOR
NCREASED NAILING REQUIREMENTS AT SHEARWALLS
FLOOR 23/32" T&G OSB OR,' ;1LYWOOD SHEATHINC3, CLUE AND NAIL WITH 10d COMMON
0 6" O.C. EDGE & FIELD
PORCH (OR GREATER) OSB OR PLYWOOD, W/ 8d COMMON NAILS @ 6" OAC— EDGE
AND FIELD
SHEATHING NAILING DETAIL: NTS
DROPPED
HEADER
TYPICAL--T')P PLATE NAILING:
FASTED; ALL TOP PLATE
TOC ETHER vv/ (3) ROWS
OF .131x3- 0 12" O.C. STAGGERED
L SYP#2 HEADER,
FULL HEIGHT PER PLANS
ANCHOR, SEE
PLAN FOR SIZE
AND LOCATION
WIND()V!-11-1- -3EE
SCHEDULE 5/S4.0
FOR SILL SIZE< AND
CONNECTION EACH
END
re IyVALL ER.A.,,,'IN"� AT
2
MAXhailSRODRO
FRCM SOLE II-11HE
) AW
' -)El ' CO
PLATE BREAK
ARCHED TRANSOM OPTION.,
2x SPF DIAGONAL BLOCK�NG
FASTENED w/ 3-0.131"xY
EA, END TYPICAL.
SHEATHING MAY EXTEND 2
PAST BLOCKING- WINDOW
ATTACHMENTS MUST
ANCHOR INTO 2x MATER AL
JACK AND
KING STUDS,
SEE 11,4,N
SOLE "LLAT F ANCH,0R:
x.12 ff x 6 1 N
37"' EMBED,) THr
THREADED ROD
R
ANCHOR DRILLED
EPDXY w/2"o x d""
;)LATE WASHER,
SEE SCHE,'-)I-.LE
SPACED 48" O.C.
CMU WALL
E] F777"
STUD WALL L7 --1
FRAMING SEE
PLAN-\ N
2x- P.T, STUD FASTEN
TO CMU WALL
w/ '/4"xS' TAPCONS
@ 16" O.C.
FRAME WALL TO CMU WALL DETAIL: NTS
PLYWOOD SHEATHING
SLOPE 2:12 SHINGLES
PEEL AND STICK MEMBRANE UNDERILAYMENT 3
SIMPSON H2.5T STRAPPING
FASCIA EXTENDS
BELOW SOFFIT TO
MATCHH
CREATE DRIP EDGE
EXISTING
SOFFIT TBD BY OWNER
PLYWOOD
ELASTOMERIC VAPOR BARRIER
SIDING TBD BY OWNER
FIRE STOP
PAINTED GYPSUM
SOLE PLATE ANCHOR: 1/2"0 x 6" LONG (MIN
3-1/2" EMBED.) THREADED ROD ANCHOR
DRILLED & EPDXY w/ 2"0 x 1/8" PLATE
WASHER, SPACED 48' O.C.
3
Z TWO (2) #4 CONT.
... 1 2
<
0/0/�01
§
Q 1X/
0
WALL SECTION DETAIL
1 1/2" = V-0"
"A
� � WMINA11106MI, I BAR
e,"K MACCO
LmJ A R C H T E CTS
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchifects.com
PH: 904. 249 -ARCH (2724)
www.MaccoArchitects.com
Z�
It
J
Z,
MARK MAC\..\,J-.,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No.
Description
Date
I
REVISION 1
10/02/17
2
Revision 2
10/24/17
3
Revision 3
11/2/17
OFFICE COPY
ROCKWOOD
RESIDENCE
DETAILS
f. L
REVISEO
OFFICE l]7
Project Number
#####
Date
NOV. 7, 2017
Drawn By Author
Checked By Checker
4
..........
Scale As indicated
LO
co
&i
rl_
V-
C)
N
ti
'r.-
-r"= REMOVESHOREUP0 STRUCI
EXTERIOR WALL AND REPLACE WITH
HEADER BEAM
-ROOF FRAMING PLAN
1/2" = V-0"
No. 2 SOUTHERN PINE RAFTERS
2X8 MEMBERS SPACED 24" O.C.
TYPICAL.
Y-1*1 �
�tVo
WASHER
(D
DOUBLE TOP
PLATE
STEEL COUPLER
(OPTIONAL, LOCATE
AS NEEDED)
TRUSS
SIMPSON HURRICANE STRAPPING 472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904.249 -ARCH (2724)
www.MaccoArchifects.com
3 PLY 2X8 HEADER
SECTION DETAIL- NEW/EXISTING
RAFTER ENTERFACE
1 1/2" = 1 '-0"
DRILL AND EPDXY
THREADED
INTO EXISTING SLAB
1/2" DIAMETER x 36" LONG
@
REBAR PLACED 24" O.C.
EXISTING SLAB
ROD 0
WOOD PLATE
HOLE
z
WASHER
SPEC,
Z>
EDGE
DISTANCE
811
/,"o
MIN z
2 x 2x 1/ato
11
6 "
2"
3"
1/2
SLAB DETAIL
1'1 = 11-011
PLAN
UPLIFT
. ...... CONNECTOR Al (D
SEE PLAN
SOLE j t
PLATE
FULL H T. T
FULL HEIGHT ANCHOR WALL STUD
OR POST.
ELEVATION
THREADED ROD
SEE PLAN
........ . .
;17
AT SILL PLATE
FLOOR
FRAMING
FULL HEIGHT
THREADED ROD —j FOUNDATION,
SEE PLAN PER PLAN.
\EMBEDMENT
DEPTH Q
FULL HEIGHT ANCHOR
WALL SECTION
DOUBLE
OP PLATE,
TION
FULL HT. -4,-1
ANCHOR
AT TOP PLATE
TWO (2) #4 CONT.
- HT
HOR
FULL HEIGHT ANCHOR INSTALLATION CHART
THREADED
OA
@
@
T)
(D
ROD 0
WOOD PLATE
HOLE
CONCRETE
HOLE
WASHER
SPEC,
EMBEDMENT
DEPTH
EDGE
DISTANCE
3/8
/,"o
'/"'o
2 x 2x 1/ato
4"
6 "
2"
3"
1/2
5/8"o
9/1,5 "0
3x3x/4
6"
8"
2Y2"
3"
5/8
3/4"0
3/4'50
/4'*0
3x3x'/4"
10"
10"
2)�n
3"
MONO
I STEM
I MONO
I STEM
THREADED ROD INSTALLATION CHART
FULL HEIGHT WOOD FRAME ANCHORING SYSTEM
FIRST FLOOR
Oil
,A3
FULL HEIGHT
ANCHORING SPECIFICATIONS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING
SYSTEM SHALL CONSIST OF 4k"O A307 THREADED
RODS, ORIENTED VERTICALLY AND ATTACHED TO THE
FOUNDATION AND TO THE UPPERMOST PLATE AT THE
LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
TOP PLATE, PROVIDE A 2"x 2"x )9*' STEEL WASHER,
FASTEN WITH A NUT AND ALLOW AT LEAST 3
THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)
ROD INSTALLATION: AT ALL PLATE PENETRATIONS,
PROVIDE A HOLE IN THE PLATE 'A" LARGER THAN THE
DIAMETER OF THE THREADED ROD USED, WHILE
SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES
WHERE ONE CONTINUOUS ROD IS UNFEASIBLE, THE
ROD SHALL BE INSTALLED APPROXIMATELY CENTERED
IN HOLE. RODS MAY BE SLANTED FROM TRUE
VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE
SECURED OVER THE WASHER TO A SNUG—=HT
CONDITION PLUS ONE—HALF TURN OF A STANDARD
WRENCH (APPROXIMATELY 30 FT.—LBS, OF TORQUE).
DUE TO SHRINKAGE AND COMPRESSION OF BUILDING
CONTRACTORS SHALL RE—T!GHTEN NUT TO 30
FT.—LBS. OF TORQUE AFTER ALL TRADES ARE
COMPLETE AND PRIOR TO INSULATION.
EPDXY ANCHORING: ALL THREADED RODS SHALL BE
DRILLED & EPDXY ANCHORED. SEE INSTALLATION
CHART FOR EMBEDMENT AND EDGE DISTANCE
REQUIREMENTS
0
M
Z.
MARK MACS Qi'
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: # 105588
No.
Description
Date
2
Revision 2
10/24/17
3
Revision 3
11/2/17
OFFICE COPY
ROCKWOOD
RESIDENCE
DETAILS
OFFICE Co
18
A Lt REVISED
LupaD
Project Number
Date NOV. 7, 2017
Drawn By Author
Checked By Checker
A 4
Scale As indicated
REF. CEILING NOTES
1. REFER TO THIS SHEET FOR ELECTRICAL
SYMBOLS.
2. ALL LIGHTS TO BE ON DIMMER SWITCHES
EXCEPT: ALL CLOSETS, (EXCEPT MASTER
CLOSET) SHOWER, WATER CLOSET LIGHT,
ALL GARAGE INTERIOR FLOURESCENTS,
FRONT ENTRANCE AND FRONT GARAGE
SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS,
UTILITY RM LIGHTS.
3. ALL SMOKE DETECTORS TO BE CEILING
MOUNTED.
4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF.
5. ALL BATHROOM SCONCES TO BE MOUNTED
AT 6-0" AFF
6. ALL SWITCHES TO BE MOUNTED AT 36" AFF
UNLESS ABOVE A COUNTER SURFACE OR
OTHERWISE NOTED. 36" MARK MEASURED TO
THE BOTTOM OF THE HOUSING.
7. HVAC VENTS ARE APPROXIMATE IN THIS
PLAN. CONSULT ARCHITECT AND HVAC SUB
FOR VENT PLACEMENT IN FIELD.
8. REVIEW PLAN FOR 4"& 6" LED CAN
PLACEMENT. USE APPARENT CENTER LINES,
AS DIMENSIONS ARE NOT PROVIDED.
9. THIS DRAWING ONLY CAN BE SCALED FOR
LIGHT PLACEMENT.
10. ALL FLUORESCENT FIXTURES ARE TO BE
DELUXE WHITE IN COLOR INDEX.
11. SMOOTH CEILING THROUGHOUT. NO KNOCK
DOWN FINISH ANYWHERE.
ELECTRICAL NOTES
1. REFER TO THIS SHEET FOR ELECTRICAL
SYMBOLS.
2. RECEPTACLES ARE TO BE MOUNTED
HORIZONTALLY 8" MEASURED TO BOTTOM OF
HOUSING. UNLESS OTHERWISE NOTED.
3. REFER TO PLAN FOR RECEPTICAL TYPE AND
HEIGHT ABOVE COMFORT HEIGHT COUNTER
TOPS. REFER TO CABINET DRAWINGS, NOT
INCLUDED IN THIS SET FOR CONFIRMATION.
4. SEE MANUFACTURER SPECIFICATIONS FOR
TANKLESS WATER HEATER POWER
REQUIREMENTS.
5. SEE KITCHEN DRAWINGS FOR ELECTRICAL
REQUIREMENTS FOR KITCHEN. MAY VARY FROM
ARCHITECTURAL DWGS.
6. INTERIOR 4" RECESSEED LIGHTING ON FIRST
LEVEL TO BE DIMMABLE, LED W/ A WARM
COLOR INDEX.
7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT
36" AFF. UNLESS ABOVE A COUNTER OR
OTHERWISE NOTED.
8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE
HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT
TO BE A PART OF THE FIXTURE HOUSING.
CONSULT W/ ARCHITECT FOR TRANSFORMER
PLACEMENT.
9. 6" EXTERIOR RECESSED EAVE CANS TO BE
COMPACT FLOURESCENT FIXTURES. 4" EAVE
LIGHTS TO BE LED.
1C. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS
THAT ARE CALLED FOR AT 7-0" AFF,
FIRST FLOOR ELECTRICAL PLAN -
1/2" = 1'-0"
0 1' 2' 4'
NORTH SCALE: 1/2" = V-0" MEN I
GFI
1
A 400
ELECTRICAL SYMBOLSI
V
DATA /
4'X 2' C ILING MOUNTED
SWITCH
DUPLE
K OUTLET
----------
QUAD
T�
TELEVI
10
MOUNTED POOL CONTROLS
DUPLEX
GROUND
gfi
FAULT
NATURAL
Q
DUPLE
OUTLET 42"
42" AFF
DUPLE
OUTLET 42" AFF, GROUND
42" AFF GF'
FAULT
INTERRUPTION
i
FLOOR OUTLET
®
CEILING MOUNTED FAN, NO
Q
CEILINMOUNTED CARBON
MONO IDE DETECTOR
So
CEILIN MOUNTED SMOKE
DETECTOR
®
PENDANT
•
2" DIAMETER RECESSED
PUCK LIGHT
Q
WALL MOUNTED LIGHT,
SCONCE OR OVERHEAD
0
6" REC SSED CAN LIGHT, LED,
HALOGEN OR FLUORESCENT
0
4" RECESSED CAN LIGHT, LED,
HALOGEN OR FLUORESCENT
SURFACE MOUNTED LIGHT, LED,
HALOGEN OR FLUORESCENT
d WALL ASHER, LED OR HALOGEN
HVAC RETURN
An
MARK MACC
, R C H ITE C T S
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904.249 -ARCH (2724)
www.MaccoArchitects.com
OF F4(,
C j MARK W. MAGE 7
D
I
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: I # 105588
No. Description
1 REVISION 1
Date
10/02/17
OFFICE COPY
ROCKWOOD
RESIDENCE
FIRST FLOOR
RCP -
ELECTRICAL
Date OCT. 212017
Drawn By
Author
Checked By Checker
E 200
ScaleAs lndlcated',
1-
N
0
N
N
0
4'X 2' C ILING MOUNTED
FLUOR ESCENT FIXTURE
----------
HARDWIRED LED ROPE LIGHT
CEILING FAN, NO LIGHT
PL
WALL
MOUNTED POOL CONTROLS
PNLBOX
PANEL
BOX
NATURAL
i
GAS
VALVE
j
HVAC SUPPLY GRILLE
HVAC RETURN
An
MARK MACC
, R C H ITE C T S
FORWARD DESIGN. UNPARALLELED EXECUTION.
472 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
E: Info@MaccoArchitects.com
PH: 904.249 -ARCH (2724)
www.MaccoArchitects.com
OF F4(,
C j MARK W. MAGE 7
D
I
MARK MACCO,
AIA NCARB
FLORIDA REGISTRATION: # AR96004
TENNESSEE REGISTRATION: I # 105588
No. Description
1 REVISION 1
Date
10/02/17
OFFICE COPY
ROCKWOOD
RESIDENCE
FIRST FLOOR
RCP -
ELECTRICAL
Date OCT. 212017
Drawn By
Author
Checked By Checker
E 200
ScaleAs lndlcated',
1-
N
0
N
N
0