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(CONDITIONS)
The builder shall verFy all
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drawkQ* and in the field, and
shall be responsible for ary
necessary adjustments and/or
corrections, Custom House
Plans of Vero accepts no
rosponsblllty due to the
impossbtlffy of providing
( on site ) supervision.
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DONALD S. WILCOX
D•n:
2/8/18
SCALE
AS NOTED
5HEEi NO,
ONE OF
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GALV/ALUM ROOFING:
24110
51UCC FINISH
24" OVERHAN,
OPTIONAI
CORBEL:
FREIZE B,
PER OWN
STUCCO FINISH
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SCALE- 1/4" 1'
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STUCCO BANDSRIGHT ELEVATION
SCALE: 1/4" = 1'-0"
REVIEWED FOR
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GALV/ALUM ROOFINGCODE COMPLIANCE
6 ST. LUCIE COUNTY
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- - ` ' ` ' ` ' ` ' ` ' - 24" OVERHANG
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LEFT ELEVATION SCALE: 1/4" = f-o"
( CONDITIONS )
The builder shall verffy all
dimensions and conditions on
drawings and In the Field, and
shall be responsible For aN
necessary adjustments and/or
corrections. Custom House
Plans of Vero accepts no
responsbility due to the
impossibility of providing
( on site ) supervision.
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DRAWN
DONALD s. wiLCOX
CHECKED
DATE
2/8/18
SCALE
AS NOTED
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SHEET NO,
TWO OF
NINE
ABBREVIATIONS:
AB
ANCHOR BOLT
AFF
ABOVE FINISHED FLOOR
ADJ
ADJACENT
ARCH
ARCHITECTURAL
BLDG
BUILDING
BM
BEAM
BOT
BOTTOM
BRG
BEARING
C1
CONTROLJOINT
CL
CENTERLINE
CMU
CONCRETE MASONRY UNIT
COL
COLUMN
CONC
CONCRETE
COND
CONDITION
CONT
CONTINUOUS
CONST
CONSTRUCTION
CLG
CEILING
DBL
DOUBLE
DIA
DIAMETER
DR
DOOR
DWG
DRAWING
EA
EACH
EI
EXPANSION JOINT
ELECT
ELECTRICAL
£OR
ENGINEER OF RECORD
EQUIP
EQUIPMENT
FF
FINISH FLOOR
FT
FOOT / FEET
GA
GAUGE
GC
GENERAL CONTRACTOR
GYP
GYPSUM
HGT
HEIGHT
HORIZ
HORIZONTAL
HB
HOSE BIB
INS
INSULATION
KSI
KIPS PER SQUARE INCH
MAS
MASONRY
MATL
MATERIAL
MAX
MAXIMUM
MEC H
MECHANICAL
MIN
MINIMUM
NTS
NOT TO SCALE
O.C.
ON CENTER
OPT
OPTIONAL
OSB
ORIENTED STRAND BOARD
PLY
PLYWOOD
PSI
POUNDS PER SQUARE INCH
PSF
POUNDSPERSQUAREFOOT
PT
PRESSURE TREATED
REINF
REINFORCEMENT
REQD
REQUIRED
RO
ROUGH OPENING
RTU
ROOFTOP UNIT
SCH
SCHEDULE
SHTHG
SHEATHING
SIM
SIMILAR
SMS
SHEET METAL SCREWS
SP
SOUTHERN YELLOW PINE
SPF
SPRUCE PINE FIR
STL
STEEL
STR
STRUCTURAL
SGD
SLIDING GLASS DOOR
SQ
SQUARE
T&G
TONGUE AND GROOVE
TOB
TOP OF BEARING
TYP
TYPICAL
LINO
UNLESS OTHERWISE NOTED
VERT
VERTICAL
W/
WITH
WIC
WALK IN CLOSET
WD
WOOD
WWF
WELDED WIRE FABRIC
W/O
WITHOUT
WOW
WINDOW
Sheet List
Page No
Sheet Name
Sheet Number
1
Main Floor Plan
1
2
Elevations
2
3
Electrical Floor Plan
3
4
General Notes
SO.1
5
Genera( Notes
SO.2
6
Foundation Plan
S1.1
7
Framing Plan
S2.1
8
Wall Sections and Details
S3.1
9
Details
IS3.2
GENERAL NOTES:
1. DESIGN CODE
A. TO THE BEST OFTHE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN
COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS
DETERMINED BYTHE LOCALAUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE
DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:
a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC.
b. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, RESIDENTIAL, FBC-R.
C. 2017 FLORIDA BUILDING CODE ENERGY, FBC-E.
d. 2017 FLORIDA MECHANICAL CODE, FBC-M.
e. 2014 NATIONAL ELECTRIC CODE, NEC 2014.
f. 2017 FLORIDA PLUMBING CODE, FBC-P.
9. 2017 FUEL GAS CODE, FBC-FG.
h. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC.
1. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA.
2. DESIGN CRITERIA
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.
B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS
402.
C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.
D. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WIT
H THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE
FOLLOWING REFERENCED DOCUMENTS:
1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND
PAPER ASSOCIATION AFPA
2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI:TPI-1 BY TRUSS PLATE
INSTITUTE (TPI))
4. GUIDE TO WOOD PRACTICE FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD
TRUSSES (BCSI 1: BYTPI AND WTCA)
S. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PS1-09,
6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.
3. DESIGN LOADS
A. ROOF DEAD LOAD:
a. TOP CHORD (ROOF) 7 PSF (METAL)
b. BOTTOM CHORD (CEILING) 10 PSF (GYPSUM)
B. ROOF LIVE LOAD: 20 PSF
C. DEAD LOAD FOR UPLIFT CALCULATION: 10 PSF
D. ATTIC LIVE LOAD 10 PSF
4. STRUCTURE SPECIFICATION
A. BUILDING OCCUPANCY CATEGORY: II
B. CONSTRUCTION TYPE: V-B
C. OCCUPANCY CLASSIFICATION:. R-3
D. WIND SPEED
a. ULTIMATE (LRFD) = 157 MPH
b. ALLOWABLE (Aso) = 122 MPH
E. WIND EXPOSURE CATEGORY: C
F. ENCLOSURE CLASSIFICATION: ENCLOSED (MAIN ROOF) -
G. INTERNAL PRESSURE COEFFICIENT: +/-0.18
H. ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED PORCH
1. INTERNAL PRESSURE COEFFICIENT: +/-0.55
J. WIND-BORNE DEBRIS AREA: YES
K. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA
L. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.
S. PROJECT REQUIREMENTS:
A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALLTIMES.
B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF
CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND
FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.
C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF
ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.
D. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF
CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH
DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.
E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS,
LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ECT.
F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.
G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW
GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY.
CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.
H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF
THE ENGINEER OF RECORD IN ADVANCE.
SITE WORK:
1. SOIL
A. ALL WORK SHALL CONFORM TO THE FIN L GEO ECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BYTHE
AUTHORITY HAVING JURISDICTION.
B. IF THE SOILS REPORT IS NOT AVAILABLE, iOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF.
C. CONTRACTOR SHALL VERIFY COMPACTI N REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.
D. FOOTINGS SHALL BE PLACED ON UNDIST RBEDISOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO
95%OF THE MODIFIED PROCTOR, UNLES 3 OTHERWISE NOTED IN THE GEOTECHNICAL REPORT.
E. THE SOILS WITHIN 15 FEET OF THE PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD, VEGETATION. STUMPS,
CARDBOARD, TRASH, OR OTHER DELETEF IOUs MATERIAL.
F. WATER MANAGEMENT ATTHE PERIMETI R SHALL BE MAINTAINED AND SHALL INCLUDE:
a. CONDENSATE DRAINS AND RO F DOWNSPOUTS SHALL DISCHARGE AT LEAST 12" FROM BUILDING.
b. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 16"
OF BUILDING.
C. LANDSCAPE SHALL BE INSTALLED AT LEAST 24" AWAY FROM BUILDING PERIMETER.
G. ANY FILL BROUGHTTO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.
2. SOILTREATMENT
A. TERMITE PROTECTION SHALL BE PROVID17D BY REGISTEREDTERMITICIDES, INCLUDING SOILAPPLIED PESTICIDES BAITING
SYSTEMS,AND/OR PESTICIDES APPLIED O WOOD OR OTHER APPROVED METHODS.
B. BOXED AREAS IN CONCRETE FLOORS FOF INSTALLATION OF TRAPS, ECT. SHALL BE MADE WITH PERMANENT METAL OR
APPROVED PLASTIC FORMS. FORMS S14A L BE�J F A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER
INITIAL TREATMENT. II
C 1 PROVIDE 0 MIL VAPOR BARRIER IMME IATELYI FOLLOWING SOIL TREATMENT.
D. A LICENSED PEST CONTROL COMPANYALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENT AT
COMPLETION OF TREATMENT.
E. AFTER COMPLETION OF WORK, ALL L00 E WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED
FROM WITHIN 16" OF BUILDING PERTME 7ER.
CONCRETE:
1. MATERIALS
A. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318.
B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE:
AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE
SLAB 3,000 PSI (28 DAYS) 4" 6' 3/41 2
FOOTER 3,000 PSI (28 DAYS) 4"-6" 3/4• 2
C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO
PLACING ANY CONCRETE.
D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:
a. PORTLAND CEMENT-ASTM Ci 0
b. .AGGREGATES: COURSE AGGRE ATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33
E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE.
F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER
THE SPECIFIED VOLUME.
G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN.
2. TESTING AND SAMPLING
A. ALL TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM REQUIREMENTS. TEST
REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FURTHER CONSTRUCTION,
B. THREE CYLINDER TEST SAMPLES SHALL BE MADE DURING EACH DAYS SEQUENCE PER EVERY 50 YARDS. TWO SLUMP TESTS (PER
ASTM C143) SHALL BE PERFORMED AND RECORDED FOR EACH BATCH, ONE AT THE BEGINNING AND ONE AT THE END.
a. ONE CYLINDER SHALL BE BROKEN AT 7 DAYS AND ONE AT 28 DAYS. RESERVE CYLINDER WILL BE NEEDED IF SECOND
TEST FAILS SPECIFICATIONS.
C. SUBMIT TEST RESULTS TO ENGINEER OF RECORD WITHIN FIVE DAYS OF RESULTS.
3. GROUT
A. GROUT SHALL BE IN ACCORDANCE WITH ASTM'IC476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.
B. CONTRACTOR SHALL ADD PLASTICIZER T GROUT MIXTURE
C. FILL CMU CELLS SOLID WITH GROUT AT PILL US RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS.
D. FILLSOLID FIRSTCOURSE BELOW CHAN EIN LL THICKNESS AND AT TOP OFALL CMU WALLS.
E. GROUTSHALL BE PLACED FLUSH TO THE TOP Of ALL LINTELS AND BOND BEAMS. CONSOLIDATE AND RE -CONSOLIDATE GROUT
WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS, BOND BEAMS, AND LINTELS.
4. REINFORCING
A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60.
B. REINFORCING SHALL BE FREE OF RUST, S ALE OR OTHER BOND REDUCING COATINGS.
C. REINFORCING SHALL BE PLACEDJN CON BETE O PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS
INDICATED IN THE DRAWINGS.
a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3"
b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/ 4"
D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE)
BAR SIZE MASONRY CONCRETE
1500 PSI 2000 PSI 3000 PSI 4000-5000 PSI
#4 24" 21" 27".. 15"
#5 30" 26" 21"':- 19"
#6 36" 31" 26 22"
#7 42" 46" 37" 32"
#8 48" 53" 43" 37"
E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED
BY ACI DETAILING MANUAL.
F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE
BAR OF FOUNDATION CORNERS.
G. ENGINEER ASSUMES NO RESPONSIBILTY FOREXPANSION/CONTRACTION CRACKSTHAT MAY APPEAR IN CONCRETE SLABS. THE
USE OF WELDED WIRE MESH AND/OR FIBER MESH WILL GREATLY REDUCE RISK OF THESE TYPES OF CRACKS. THE USE OF
DIAGONAL STEEL AT RE-ENTRANT CORNERS IS HIGHLY RECOMMENDED BUT NOT REQUIRED UNLESS NOTED ON THE
FODUNDATION PLAN. SLAB CRACKS ARETYPICALLY EXPECTED AND PREVENTATIVE MEASURES SHALL BE TAKEN TO
ISOLATE/CONTROL AND CRACKS THAT MAY AFFECT ARCHITECTURAL FINISHES.
H. WELDED WIRE MESH, IF USED, SHALL BEAN ACCORDANCE WITH ASTM A95 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED
OTHERWISE ON DRAWINGS
a. INSTALL WELDED WIRE MESH I N THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR
SUPPORTS AT SPACING NOT TO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATION.
b. LAP ALL JOINTS IN WELDED WI IE MESH 12 INCHES.
I. FIBER MESH, IF USED IN LIEU OF WELDEE I WIRE', MESH SHALL BE 2.1 LEIS PER CUBIC YARD UNLESS NOTED OTHERWISE.
5.
PLACEMENT AND FINISHING
A. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8
INCHES MINIMUM WITH ALL SEAMS TAP;:D UNLESS NOTED OTHERWISE.
B. PLACE ALL EMBEDDED ITEMS (ANCHOR LTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING
CONCRETE OPERATIONS.
C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT.
D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE.
E. CONCRETE SHALL BE PLACED WITHIN THE. SLUMP LIMITS SPECIFIED IN THE DESIGN MIX.
F. WATER ADDED AT THESITE SHALL BE KEF{T TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY
REVOLUTIONS AT 8-12 RPM FOLLOWING I�HE ADDITION OF WATER ATTHE SITE.
G. CONCRETE SHALL NOT BE PLACED DURIN RAIN, FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO
INITIAL SET.
H. PLACEMENT SHALL BE CONTINUOUS UN,'J,,'GL ALL WORK IS COMPLETED.
I. DO NO USE CONTAMINATED DETERIO TED OR RETEMPERED CONCRETE.
RA.
L THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS.
K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT.
L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE.
M. AT SLABS GREATER THAN 20 FEET IN ANY DIRE%IION
a. PROVIDE SAW CUT CONTROL) INTS IL CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING
b. SAWCUT JOINTS SHALL BE 1/3 HE DEPTH OF THE SLAB.
C. ANY SLAB EXCEEDING 20 FEET SHALL RE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE
DIRECTION. '..
N. PROVIDE SURFACE FINISH REQUIRED FORINTENDED FINAL APPLICATION.
O. SILL PLATE ANCHORS SHALL BE AS SPECIF ED IN SPECIFICATIONS P. CONSOLIDATE CONCRETE THOROUGHLY )URING CONCRETE OPERATIONS.
Q CURE CONCRETE FOR THREE DAYS TO MI 41MIZE SHRINKAGE CRACKS.
MASONRY:
1. MATERIALS
A. ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE II.
B. COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2000 PSI MINIMUM BASED ON THE NET CRO
SECTIONAL AREA.
C. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270. -�IqI
D. GROUTING SHALL BE AS SPECIFIED IN NOTES.
2. EXECUTION
A. ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS.
B. ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE "LADDER TYPE" HORIZONTAL REINFORCEMENT LOCATED EVERY 16" ON
CENTER VERTICAL CORNERS SHALL USE PRE -FAD 1" AND "T" SECTIONS.
C. OVER ALL MASONRY OPENINGS AND WALLS, PROVIDE PRE -CAST LENTILS, CAST -IN -PLACE CONCRETE TIE -BEAMS, BOND
BEAMS, OR OTHER HEADERS AS INDICATED ON DRAWINGS.
a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULL GROUTED SOLID UNLESS OTHERWISE INDICATED ON
DRAWINGS.
b. TIE -BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETE
C. VERTICAL REINFORCING AT OPENINGS SHALL BE AS INDICATED ON DRAWINGS.
D. VERTICAL FILLED CELLS SHALL MEETTHE FOLLOWING:
a. HAVE A MINIMUM OF ONE #5 REBAR, LAPPED FOR FULL LENGTH OF FILLED CELL
b. VERTICAL REINFORCING SHALL BE LAPPED TO FOUNDATION DOWEL EMBEDDED IN FOOTING.
C. TERMINATE VERTICAL REINFORCING AT THE TOP WITH A STANDARD ACI HOOK, LAPPED TO HORIZONTAL
REINFORCING IN BOND BEAM, TIE -BEAM, OR LINTEL.
d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS.
E. PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION.
F. PROVIDE MASONRY CONTROLJOINTS AS REQUIRED BY ACI 530.
G. IF DOWELS ARE MISPLACED OR MISSING, THE FOLLOWING REMEDIAL ACTION SHALL BE TAKEN AS APPROPRIATE:
a. IF THE WALL HAS NOT BEEN BUILT; DRILL A 3/4" DIAMETER HOLE 6" DEEP ATTHE CORRECT LOCATION, INSTALL A 36"
LONG #5 REBAR WITH SIMPSON TIE "SET EPDXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING
CLEANING HE HOLE AND MIXING THE EPDXY.
b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL AT THE CORRECT LOCATION, APPROXIMATELY
16"HIGH AND 14"WIDE ATTHERFLOO, DRILLANDEPDXY THE REBAR AS DESCRIBED ABOVE LAP VERTICALSTEELTIO THE TIE OR BOND BEAM. FORM WALL AND POUR SOLID WITH GROUT, CONSOLIDATING AS NECESSARY,
H. CURE MASONRY SURFACES FOR 3 DAYS.
LUMBER
1. MATERIALS
A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN
THE DESIGN CRITERIA:
B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHE
ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19%IN MOISTURE CONTENT AT THE TIME OF INSTALLATION
AND SHALL BE STAMPED "S-DRY", "K-D", OR "MCIS". ALL LUMBER SHALL BE S45.
D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE #2 GRADE OR BETTER.
E. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED OTHERWISE ON
DRAWINGS.
F. INTERIOR NON -BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER.
2. EXECUTION
A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS.
B. I... FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE.
C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 4INCHES WIDE SPACED AT 16" ON CENTER
MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
D. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSE® TO THE WEATHER SHALL BE NATURALLY DURABLE
MATERIALS OR PRESSURE TREATED.
E. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES MINIMUM.
F. USE LEGEND BELOW FOR CONVENTIONAL FRAME AND OVER -BUILT FRAMING MEMBERS AND CONNECTIONS, SPACING BELOW
IS 24" ON CENTER.
RAFTER 2x4 SYP 2x6 SYP 2x8 SYP 2x10 SYP 2x12 SYP
MAX. SPAN 5'-0" 8'-0" 12'-0" IT-0" 19'-0"
G. RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL BE TWO PLY FOR
MEMBERS. LONGER THAN W-0".
H. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE
OTHERWISE SHALL BE 2 2x12.
SOUTHERN PINE #2 OR BETTER MINIMUM HEADER UNLESS NOTED ( )
1. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED
ON DRAWINGS.
J. SQUASH BLOCKS SHALL BE INSTALLED BELOW ALL COLUMNS AND BUILT UP MEMBERS (INCLUDING JACKS AND KINGS AT
OPENINGS) BETWEEN BOTTOM OF FLOOR SHEATHING AND TOP OF WALL BELOW. SQUASH BLOCKS SHALL BE OF THE SAME
'GRADE AND SIZE OF THE MEMBER ABOVE.
K. DRAFT STOPPING SHALL BE INSTALLED WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE TO
1000 SQUARE FEET.
a. DRAFT STOPPING SHALL BE INSTALLED IN APPROXIMATELY EQUAL AREAS TO LIMIT THE CONCEALED SPACE OF A
FLOOR/ CEILING ASSEMBLY.
b. DRAFT STOPPING SHALL BE OF NOT LESS THAN 1/," GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS, 3/8" TYPE 21
M-W PARTICLE BOARD.
C. DRAFT STOPPING SHALL BE INSTALLED PARALLEL TO FLOOR FRAMING MEMBERS.
L. FIREBLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS.
a. BLOCKING SHALL BE IN THE FOLLOWING LOCATIONS
• CONCEALED SPACED OF STUD WALLS AND PARTITIONS.
• VERTICALLY AT CEILING AND FLOOR LEVELS.
• HORIZONTALLY AND INTERVALS EXCEEDING 10 FEET.
• BETWEEN HORIZONTAL AND VERTICAL SPACES SUCH AS SOFFITS, DROP CEILINGS AND CO -CEILINGS.
• AT OPENINGS AROUND VENTS,PIPES,CABLES, AND WIRES AT CEILINGS AND FLOOR LEVELS.
b. FIREBLOCKING SHALL BE:
• 21NCH NOMINAL LUMBER, OR
• ONE THICKNESS OF 23/32" WOOD STRUCTURAL PANELS WITH JOINTS BACKED WITH 23/32"WOOD
STRUCTU RAL PANELS, OR
• 1/2 GYPSUM BOARD, OR
• OTHER APPROVED MATERIALS PER THE CODE.
SHEATHING
1. MATERIALS
A. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09 / ANSI A 199.1. ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP
OF APA AND SPAN RATING.
B. SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT WHEN INSTALLED. D NOT V P S 0 0A OR/MOISTURE BARRIERS
ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DROPS BELOW 19k
C. FLOOR SHEATHING SHALL BE A MINIMUM OF 23/32" 24/16 SPAN RATED STRUCTURAL SHEATHING FOR 16" ON CENTER
SPACING OR 48/24 FOR SPACING GREATER THAN 16" ON CENTER.
D. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
E. ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE.
2. EXECUTION
A. SHEATHING SHALL HAVE 1/9 INCH GAP AT ALL EDGES FOR EXPANSION AND CONTRACTION ATALL EDGES UNLESS NOTED
OTHERWISE.
B. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS GLUED AND SCREWED WITH #10
SCREWS AT 6" ON CENTER.
C. ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS. ADD BLOCKING AT ALL PANEL EDGES IN ZONE 3
(CORNERS).
1. GENERAL
A. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE
ENGINEER OF RECORD.
B. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS
MANUFACTURER.
C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER.
D. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY
FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO
FABRICATION.
E. TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE (TPI).
F. TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS (AS OCCURS).
2. MATERIALS
A. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES.
B. TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE
TRUSS MANUFACTURER.
a. GABLE END BRACING DETAILS AND RECOMMENDATIONS
b. LATERAL BRACING AND RESTRAINT DETAILS
C. CONTINUOUS LATERAL BRACING (CLB) INSTALLATION REQUIREMENTS
d. PIGGYBACK INSTALLATION DETAILS
e. CONVENTIONAL FRAMED VALLEY DETAIL
f. TOE NAIL DETAIL FOR JACK TRUSSES
8. TWO PLY CONNECTION DETAIL
3. EXECUTION
A. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION,
BCSI 1-15. THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER
TEMPORARY AND PERMANENT BRACING. TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE
STRUCTURALLY DAMAGED.
B. TRUSSES ARE NOT SAFE OR STABLE UNTIL ALL SHEATHING, CONNECTORS, AND BRACING HAS BEEN INSTALLED. CONTRACTOR
SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE,
C. TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUTSUPPLIED BY THE TRUSS MANUFACTURER AND NOT GREATER
THAN 24" ON CENTER,
D. PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH
SPANS GREATER THAN 10'. BRACING SHALL BE NAILED WITH (2) 10d NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10'
ON CENTER.
E. FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24" ON CENTER
MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS.
F. FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT.
DOORS AND WINDOWS:
1. GENERAL
A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR.
PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES.
B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FRC-R 310, AS APPLICABLE.
C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH
FBC-R 308.
D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1.
E. SHUTTERS (IF INSTALLED) SHALL MEET FBC-R 301.2.1.2.
F. OPENING NOTATIONS
a. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). EXAMPLE: 21068 = 2'-10" WIDEx U-S" TALL
b. TWIN OR DOUBLES: EXAMPLE (2) 3050 = TWO 3'-0" WIDE x V-0" TALLWINDOWS MULLED TOGETHER
2. MATERIALS
A. THE EXTERIOR DOORSAND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF
APPROVAL (MIAMI NOA OR FBC APPROVAL).
B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED
WITH AN APPROVED IMPACT RESISTANT COVERING.
C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL
FINAL INSPECTION 15 PASSED BY LOCAL AUTHORITY HAVING JURISDICTION.
D. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND
S.H.G.C. (FBC-EC R402.3) OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC E400.3).
a. IMPACTGLAZING: UFACTOR =0.65 MAXIMUM AND S.H.G.C=0.25 MAXIMUM
b. NON -IMPACT GLAZING: UFACTOR =0.40 MAXIMUM AND S.H.G.C=0.25 MAXIMUM
E. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET
AAMA 714. THE FLASHING SHALL EXTEND PASTTHE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW
ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS.
a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100.
3. EXECUTION
A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE.
B. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.
C. APPLY HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE
OPENING PER WINDOW / DOOR DETAILS.
d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.
e. INSTALL DOOR/ WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.. y1I,WED PI
C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TOP E,,pp��T..R ppn1\gg/1�1
PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. CODE q„r11r\PLIJ
D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. ST• L\ RCIg��- COI
.7 6d B KO�..:,�:.fs.,
Florida
Product
Approval Listings FIL
Category_- Subcategory
g N
Approval Number
pP
Manufacturer
Model Number
Building Design Pressures (+PSF/
-PSF)
Product Design Pressures +PSF -PSF
g ( / )
_
Exterior Doors Swing
FL 17184.2 R7
Plast ro
p
Glaze Fiberglass D I Dr
d g ss b
+ -
28/ 31
+50/-50
Exterior Doors - Swing
FL 17184.1 R7
Plastpro
Glazed Fiberglass Single Dr
+32/-35
+50/-50
Exterior Doors - Garage
FL 16660.23 R11
Haas Door
12000 Series Door Width 7'
+29/-36
+35/-39
Exterior Doors - Garage
FL 16660.25 R11
Haas Door
12000 Series Door Width 16'
+27/-30
+31.3/-34.9
Windows - Single Hung
NOA 17-0630.05
PGT Industries, Inc.
SH-5500 PVC
+33/-36
+65/-70
+50/-50
Windows - Fixed
NOA 19-1126.10
PGT Industries, Inc.
PW-5520 PVC
+33/-36
Roofing - Metal
NOA 20-0204.01
Gulf Coast Supply & Manufacturing
LLC
26 Ga. GulfLok Roof Panel
Field)-40 / Perimeter and Corner -69
Field -63.5/Perimeter and Corner-121.75
Roofing - Underlayment
NOA 19-1003.01
Mid -States Asphalt and Cant Strip,
I c.
MSA Underlayments
N/A
N/A
PRODUCT APPROVAL NOTE: .
1 HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I HAVE APPROVED TH IR USE IN THIS STRUCTURE: THESE
PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED BY CURRENT CODE PROVISIONS.
HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE ON SITE FOR INSPECTIONS.
E
Project Number
20R017
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General Notes
4 of 91
INSULATION, VENTILATION, AND FINISHES:
1. GENERAL
A. THERMAL AND SOUND INSULATING MATERIALS SHALL MEETTHE REQUIREMENTS OF FBC 720 AND FBCR
B. WHERE ATTIC AREAS HAVE A VERTICAL HEIGHT MORE THAN 30 INCHES, AN ATTIC ACCESS SHALL BE
PROVIDED THAT MEETS FBC R807 MEASURING 22 INCHES BY 30 INCHES MINIMUM.
C. THE INSTALLATION OF GYPSUM PRODUCTS SHALL MEETTHE GYPSUM ASSOCIATIONS "APPLICATION
AND FINISHING OF GYPSUM PANEL PRODUCTS" GA-216 MOST RECENT EDITION,
D. ATTIC SPACE: UNDER SECTION 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
CONSTRUCTION AND EQUIPMENT OF THE 2017 FLORIDA BUILDING CODE "ICYNENE" R-20 INSULATION
SYSTEM WILL BE INSTALLED IN A NON -VENTED ATTIC SPACE - THE "ICYNENE R-20" SHALL BE INSTALLED
AS PER I.C.C. EVALUATION SERVICE, INC. REPORT ICC-ES (ESR-1826) REISSUED FEBRUARY, 2018, SECTION
4.4.1. THIS PROJECT SHALL HAVE THE TOP CHORD OF THE TRUSSES ABOVE THE PORCHES AND GARAGE
INSULATED IN ADDITION TO THE MAIN CONDITIONED SPACE. THIS ASSEMBLY WILL REQUIRE AN
INGITION BARRIER PER SECTIONS 3.5 AND 4.4..1.2.1.
INGITION BARRIER CHOICE:
a. NO BURN PLUS XD AT MINIMUM THICKNESS OF 6 WET MILS (0.15 MM) [4 DRY MILS (0.10
MM) DRY FILM THICKNESS], APPLIED AT A RATE OF A GALLON (1.5 L) PER 100 SF (9.2 SQ. M)
OR
b. DC 315 AT A MINIMM THICKNESS OF 4 WET MILS(O.10 MM)[3 DRY MILS], APPLIED AT A RATE
OF 0.3 GALLON (1.1 L) PER 100 SQ. FEET (9.2 SQ. M).
E. UNVENTED ATTICS SHALL MEET FBCR-806.5.
F. VENTILATED ATTIC SPACES SHALL COMPLY WITH FBCR-806.
a. THIS PROJECT SHALL HAVE 1/150 OF THE AREA OF THE VENTED SPACE OR A MIN. OF 1&03 SF
• LOW VENT: 2.5" DIAM. VENTS LOCATED IN THE SOFFIT AT 16" O.C.
2. MATERIALS
A. INSULATION SHALL MEETTHE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE ON
THE WALL SECTIONS OR ENERGY CALCULATIONS:
a. CEILING R-VALUE=38
b. WALL R-VALUE: WOOD FRAME = 13, MASONRY = 3/4
C. FLOOR R-VALUE=13, BASEMENT =0, SLAB =0
B. WALLS AND CEILING IN HALLWAYS AND CORRIDORS SHALL HAVE CLASS B INTERIOR FINISH.
C. WALLS AND CEILINGS IN ROOMS AND ENCLOSED SPACES SHALL HAVE CLASS C INTERIOR FINISH.
D. GYPSUM SHALL MEETTHE FOLLOWING MINIMUM REQUIREMENTS PER AREA:
a. STRAIGHT WALLS - ONE LAYER OF 1/1" GYPSUM BOARD
b. CURVED WALLS - TWO LAYERS OF 1/41' GYPSUM BOARD
C. TYPICAL CEILINGS -1/," GYPSUM BOARD
d. CEILINGS ABOVE GARAGE WITH HABITABLE SPACE ABOVE - s/e' TYPE X GYPSUM BOARD
E. CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND
A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450.
F. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.2 AND FBC TABLE
803.11 WITH SMOKE DEVELOPED INDEX 0-450.
a. CLASS A: FLAME SPREAD INDEX 0-25
b. CLASS B: FLAME SPREAD INDEX 26-75
C. CLASS C FLAME SPREAD INDEX 76-200
3. EXECUTION
A. INSTALL GYPSUM CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS OR TIGHTEN THE
FASTENER SPACING BY 30 PERCENT.
B. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN V8
C. GYPSUM PRODUCTS APPLIED TO WALLS SHALL HAVE A'h" MINIMUM GAP AT THE FLOOR.
D. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.
E. FASTENERS SHALL BE LOCATED NOT LESS THAN %" FROM THE EDGE OR END AND SHALL BE DRIVEN SO
THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE
CORE, OR STRIPPING THE FRAMING MEMBER.
F. FASTENERS SHALL PENETRATE THE FRAMING MEMBERS BY NOT LESS THAN THE AMOUNT BELOW
UNLESS NOTED OTHERWISE IN FIRE RATED OR STRUCTURAL WALLS:
a. NAILS=7/e'MIN.
b. SCREWS MIN.
C. STAPLES MIN.
G. FASTENER SPACING SHALL BE LOCATED PER THE TABLE BELOW UNLESS NOTED OTHERWISE:
CEILINGS NON -BEARING WALLS LOAD -BEARING WALLS
NAILS 7" O.C. 12" O.C. 6" O.C.
NAILS W/ADHESIVE 12" O.C. 16" O.C. 12" O.C.
SCREWS 12" 12" O.C. 6" O.C.
SCREWS W/ADHESIVE 16" O.C. 24" O.C. 16" O.C.
STUCCO FINISHES:
1. GENERAL
A. STUCCO SHALL MEET ASTM C926 AND ASTM C1063.
B. STUCCO LATH SHALL BE Va' RIB GALVANIZED AND 3.5 LB/YD3.
C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW:
a. 1/2" THICK (FINISH) OVER MASONRY AS A TWO COAT SYSTEM
b. s/e' THICK (FINISH) OVER CEILING SHEATHING AS A TWO COAT SYSTEM
C. 7/e" THICK (FINISH) OVER WALL SHEATHING AS A THREE COAT SYSTEM
D. TEXTURE STUCCO PER OWNER.
2. MATERIALS
A. STUCCO ACCESSORIES (WEEP SCREED, EXPANSION JOINTS, CORNERS AND TRIM) SHALL BE PVC UNLESS NOTED OTHERWISE.
3. EXECUTION
A. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN I/8'
B. ADD CONTROLJOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.
C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH 1/s' GAP AT ALL EDGES.
D. FASTENERS SHALL BE LOCATED NOT LESS THAN %" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE
SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING
MEMBER.
E. CEILING SCREWS SHALL BE SPACED AT 6" ON CENTER MAXIMUM. STUCCO LATH SHALL BE ATTACHED TO THE FRAMING
MEMBERS AT 6" ON CENTER MAXIMUM. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL
WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN s/a' INTO THE MEMBER WHEN THE LATH IS INSTALLED AND
SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH,
BUT NOT DEFORM, THE RIB.
F. CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE
FEET FOR ALL HORIZONTAL APPLICATIONS. THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN, EITHER
DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING
FRAMING OR FURRING CHANGES DIRECTION. A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN
THE BASE EXTERIOR WALL.
G. INSTALL A DRIP EDGE AT BOTTOM OF BEAMS OR VERTICAL OFFSETS AS REQUIRED.
H. ALLOW STUCCO TO FULLY CURE PRIOR TO PRIMING AND PAINTING, OR APPLY HOT STUCCO PRIMER ACCORDING TO
MANUFACTURERS SPECIFICATIONS
FASTENERS:
1. MATERIALS
A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
B. CONNECTORS FORTRUSSTO TRUSS COMPONENTS SHALL BE SPECIFIED PER THETRUSS MANUFACTURER.
C. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED
OR STAINLESS STEEL.
D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED
WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS:
a. WOOD TREATED WITH DOT SODIUM BORATE- MINIMUM G90 ZINC COATING
b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING
C. FOR ALL OTHER TREATMENT- COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER
d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD
e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS.
• TYPE DIAMETER
• 8d COMMON 0.131"
• Lod / 12 COMMON 0.148"
• 16d COMMON 0.162"
2. EXECUTION
A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BYTHE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND
INSTALLATION.
B. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS/SCREWS/ANCHORS INSTALLED IN ACCORDANCE WITH THE
CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN.
C. ALLSOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEETTHE FOLLOWING:
a. ALL ANCHOR BOLTS SHALL HAVE TW"x%" PLATE WASHERS UNLESS NOTED OTHERWISE.
b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE.
C. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE
LENGTH.
d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS.
D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY.
MECHANICAL ANDI. PLUMBING:
1. GENERAL
A. THE CONTRACTOR SHALL SUBMIT ENERGY CALCULATIONS WHICH ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF
MECHANICAL SYSTEMS. THE e� IECHANICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM WITH ALL
MISCELLANEOUS PARTS, WH HER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS PRIOR TO BIDDIN G THE PROJECT OR STARTING INSTALLATION.
B. .THE TOTAL VOLUME OF AIR CONDITIONED SPACE IN THIS PLAN IS APPROXIMATELY 17,770 CUBIC FEET.
C. A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO
PREVENT CONTAMINATION FROM NON -POTABLE SOURCES BEING INTRODUCED THROUGH CROSS -CONNECTIONS OR ANY
OTHER PIPING CONNECTIONS TO THE SYSTEM. BACKFLOW PREVENTER APPLICATIONS SHALL CONFORM TO FPC TABLE 608.1.
2. MATERIALS
A. ALL. COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, OR THE MANUFACTURER'S
INSTRUCTIONS WHICHEVER IS MORE RESTRICTIVE.
B. WATER DISTRIBUTION PIPE SH LL C NFORM TO THE NSF 61 AND THE FBC. PLUMBING TABLE 603.4 ALL HOT WATER
DISTRIBUTION PIPE AND TUBING SHALL HAVE A MINIMUM PRESSURE RATING OF 100 P51 AT 180 DEGREES F.
C. PIPE PASSING THROUGH CONCRETE OR MASONRY SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE
SHEATHING, WRAPPING, OR CTHER ACCEPTABLE MEANS THAT WILL WITHSTAND ANY REACTION FROM THE LIME AND ACID
OF SUBJECTIVE MATERIALS. THIS SLEEVE SHALL PREVENT ANY RUBBING ACTION AND THE MINIMUM WALL THICKNESS SHALL
BE0.025 INCH.
D. PIPES PASSING UNDER OR THF OUGHI WALLS SHALL BE PROTECTED FROM BREAKAGE.
3. EXECUTION
A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE FBC MECHANICAL, PLUMBING, AND FUEL GAS.
B. AIR CONDITIONER CONDENSING UNITS INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR
OTHER APPROVED MATERIAL EXTENDING ABOVE ADJOINING GRADE.
C. GRADE MOUNTING UNITS SHALL BE ANCHORED TO THE SLAB WITH GASKETED 1/," DIAMETER CONCRETE ANCHORS WITH 11/a"
EMBEDMENT. THESE ANCHORS SHALL BE LOCATED AT 12" O.C. MAXIMUM ON EACH SIDE UNLESS NOTED OTHERWISE.
D. IN LIEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL VENTILATION IN BATHROOMS, A VENT FAN WITH 20 CFM MINIMUM
SHALL BE INSTALLED AND EXHAUSTED DIRECTLY TO THE OUTSIDE.
E. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS.
F. BUILDING SEWER PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN FBC PLUMBING TABLE 702.3. CLEANOUTS
SHALL BE LOCATED PER FBC PLUMBING SECTION. 708.
G. WATER HEATERS HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THATTHE SOURCE OF IGNITION IS NOT LESS THAN
18 INCHES ABOVE THE GARAGE FLOOR.
H. APPLIANCES LOCATED IN A GP RAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES.
I. IF CLOTHES WASHERS, WATER HEATERS, WATER STORAGE TANKS, OR AIR HANDLERS ARE INSTALLED IN LOCATIONS WHERE
LEAKAGE OF THE APPLIANCE WILL CAUSE DAMAGE, A GALVANIZED STEEL PAN WITH A MINIMUM THICKNESS OF 24 GAGE OR
OTHER APPROVED PAN SHALL BE INSTALLED PER CODE.
J. DOMESTIC DISH WASHERS SH LL DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE OR WASTE
RECEPTOR IN ACCORDANCE WITH FBC PLUMBING 802.2 OR DISCHARGE INTO A WYE-BRANCH FITTING ON THE TAILPIECE OF
THE KITCHEN SINK OR THE DISHWASHER CONNECTION OF A FOOD GARBAGE DISPOSAL.
K. IF MECHANICAL/PLUMBING APPLIANCE IS LOCATED IN THE ATTIC, SEE FBC M306.3 FOR CONTINUOUS SOLID FLOOR AND
' ACCESS TO EQUIPMENT.
ELECTRICAL:
1. GENERAL
A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN IS
INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR
NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR
STARTING INSTALLATION.
2. MATERIALS
A. ALL COMPONENTS SHALL BE 114STALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S
INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE.
B. ALL EQUIPMENT AND MATERI NLS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA,
ANSI, U.L., ETC. AND SHALL 8 RAN UNDERWRITERS LABEL WHERE APPLICABLE.
C. RECEPTACLES INSTALLED ON 5-AND 20-AMPERE BRANCH CIRCUITS SHALL BE OF THE GROUNDING TYPE.
D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.10.
E. LIGHT FIXTURES WITHIN CLOT ES CLOSETS SHALL MEETTHE REQUIREMENTS OF NEC ARTICLE 410.16.
F. AT LEAST ONE 20 AMP CIRCUI r SHALL BE PROVIDED FOR THE LAUNDRY AREA AND SHALL HAVE NO OTHER RECEPTACLES.
G. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH CIRCUITS AT THE KITCHEN, BREAKFAST, AND DINING AREAS
AND SHALL HAVE NO OTHER RECEPTACLES.
H. SMOKE DETECTORS SHALL BE COMBINATION CARBON MONOXIDE DETECTORS
3. EXECUTION
A: INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC.
B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.
C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM
GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250.
D. ALL ELECTRICAL SYSTEMS, CIRCUITS, FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN MANNER COMPLYING WITH
ARTICLE 250 OF THE NEC. I
E. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A
MONITORED BATTERY BACK-UP, SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF
ONE ALARM WILL ACTIVATE ALL OF THE ALARMS.
F. IF EQUIPMENT IS LOCATED IN THE ATTIC, A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY
OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED NEAR THE APPLIANCE LOCATION.
G. ALL 115-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE
GROUND FAULT CIRCUIT INTE RUPTER PROTECTION FOR PERSONS: KITCHENS, BATHROOMS, GARAGES, SUNROOMS,
PORCHES, AND OUTDOORS
H. ALL CONDUCTORS CLOSER THAN 11/,L" TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT
LEAST 1/1e' IN THICKNESS.
1. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE
PROTECTED BYA LISTED ARC -FAULT CIRCUIT INTERRUPTER. EXCEPTION IS A CIRCUIT SUPPLYING POWER ONLY TO AFIRE
ALARM SYSTEM.
J. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND
FAULT INTERRUPTER PROTECTION: BATHROOMS, GARAGES & ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES,
UNFINISHED BASEMENTS, KIT�HENS, WITHIN 6' OF A SINK, BOATHOUSES, WITHIN 6' OF A BATHTUB OR SHOWER STALL,
LAUNDRY AREAS.
K. ALLTEMPORARY WIRING INSTALLATIONS SHALL HAVE LISTED GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION.
L. THE LOCATION OF EACH FIXTURE, RECEPTACLE, SWITCH, APPLIANCE, ETC., SHALL BE REVIEWED BY THE CONTRACTOR, OWNER,
AND ALL SUBCONTRACTORS TO AVOID CONFLICTS WITH CLEARANCE AND TOLERANCES PRIOR TO INSTALLATION.
2/0 IN 2" C.
METER
MAIN DISC.
#4 GROUND IN 1/2" C.
GROUND ROD &
COLD WATER PIPE
TO UTILITY COMPANY
Riser Diagram
3/4" = 1'-0"
200 AMP PANEL
120/240 V
AT A/C COMP. -�
DISC. AT AHU
Residential Load Calculation Work -sheet
' 777
total - ft. it'. 3 watts per s . ft
- -
watts
Watts
4
Small Appliance Circuits #: 1500 watts ea. (NEikimum is'_)
BCOD
Rmige (TVtame late Rating)
6<M
Watts
COOK (1:ane late Rating)
0
watts
500
hiicmweaee Chen
15M
watts
1800
Digh%yashea
law
watts
450D
Electric Water Heger
45M
Watts
Waits
watts
watts
wars
5000
Electric
WasherLt 16W uraftea. i5 1)
PiSPDS21
5000
15U;
SLR!
i5D0
1
500
t5013
Pool / Iasi atiaa 1500 watts ea
SDOD
Pool ? 5 a Heater
50[lU
wars
2
GafflSe Door
1000
watts
Total Calculated Load (less WA }
1 39731 1Jvatts
Service Demand
General Load:
First Maw of Total Calculated Load (less HITAC) c�i; Iff.a COi?3 ,vatts
Remainder of Total Calculated Load (less HVAQ , 4T,,, watts
Total General Load 121892.4 WC1tts
Total General
Load
+ Total I AC Load
=
Calculated ServkeLoad;
2189Z41
watts
I + 1 1430001
wam
1
1 31892.4
watts
Calcuated Sertice
l oad
I -
I Service voltaffee
dmume Semice ?Alu acin
3'169'24
warts
=-
240
volts
= 132.89 am s
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Structural Column Schedule
Mark Size Type Reinforcement
C-1 12x12 CMU ±(2) #5 Bars. Vert. 8,4
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Foundation Schedule
Mark
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F-2
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(2) #5 Bars Cont.
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#5 Bars at Each Way at 12' O.C.
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6' Long #5 Re-entrant Bar in middle of slab
Line of Foundation
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Foundation Legend
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1/4 F1 = 1'-0"
5
S3.1
Project Number:
20R017
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COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING
(PSF)
MAIN ROOF
LRFD
ASD
NAILSPACING
+47 / -49
+28 / -30
6" O.C.
ZONE 1- INTERIOR:
ZONE 2 - PERIMETER:
+47 / -95
+28 / -57
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ZONE 3-CORNER:
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PORCHES
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+38/-40
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ZONE 2 - PERIMETER:
+64 / -112
+38 / -67
6" O.C.
ZONE 3 - CORNER:
+65 / -115
+39 / -69
4" D.C.
NOTES: EDGE DISTANCE = 4'-0"
THE EFFECTIVE AREA FOR ZONES 1 AND 2
ARE 32 SF.
THE EFFECTIVE AREA FOR ZONE 3 IS 16 SF.
ROOF SHEATHING SHALL BE 19/32" MIN.
ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE
SPACING SHALL BE THE SAME.
Connector Schedule
ark/TrussType
Connector Type
d
Connectors
I Max. Uplift
Comments
A -
TYP. Truss
(9) 10d x 15" nails
1,180 Ibs
Simpson or Equal
B_
Girder Trusses —
VGTIll)
5/8" x 8" Embed. J-Bolt & (16)1/4"x3" SDS
14,940 Ibs
ISimpson or Equal
ATTIC ACCESS
N\X:
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B III II B
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NOTES:
1. FRAMING PLAN IS CONCEPTUAL, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR
TO STARTING CONSTRUCTION.
2. ALL UNMARKED LINTELS SHALL BE -1
Roof Framing
--
Beam Schedule
Mark
Type
Reinforcement
B-1
Precast Lintel 8F16
(1) #5 Bars T & B
B-2
Reinforce Conc 8"x16"
(2) #5 Bars T & B #4 Hoops at 12" D.C. Max.
B-3
Precast Lintel 8F8
(1) #5 Bar
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P.E. TRUSSES AT 24" O.C. MAX.
SEE TYPICAL WALL SECTION FOR TYPE OF
INSULATION
P.E. WOOD TRUSSES AT 24" O.C. K IAX. TYP.
(2) 2x6 S P BEAM (FLAT) W/ (2) # 0 SCREWS AT EACH WEB,
TYP.
1/2'. THREADE ROD W/ WASHERS AND NUTS, ONE AT EACH
CORNEROF U IT
A/C EQUIPM NT IN ATTIC SPACE
li I I
1/2" GYPSUM TYP., 5/8" TYPE X AT GARAGE
CEILINGS UNDER HABITABLE SPACES I IN TALL NISTRUT CHANNEL S PER I DRIP PAN TYP.,
I INSTALL IBRATION ISOLATORS PER (MANUFACTURER
(2) 2x4 TOP PLATE, 24" SPLICE MIN.
2x SP HEADER W/ PLYWD FLITCH OVER
OPENINGS AS OCCURS:
(2)2x4 UNDER 4' WIDE
(2)2x6 UNDER G WIDE
(2)2x8 UNDER 8' WIDE
2x4 SPF STUDS AT 16" O.C. MAX. W/ (2) 16d's 3 Air Handler Detail
TOENAILED AT TOP AND BOTTOM 3/4" = 1 -0"
R-13 MIN. INSULATION AT GARAGE WALL
1/2" GYPSUM AT EACH SIDE PER FBC-R 702.3,
TYP.
P.T. 2x4 PLATE W/ 1/4" X 3" TAPCONS AT 12"
O.C. MAX. �
4 THICK 3000 PSI CONC, SLAB W/ 6x6-
W1.4xW1.4 OR 2.1 LB$/CUYD FIBERMESH
VAPOR BARRIER OVER TERMITE TREATED,
WELL COMPACTED FILL
I Interior Waw.L eCTIOn -Non LOaa beann
53.1 3/4" = 1 -0"
METAL ROOF OVER 30# FELT
UNDERLAYMENT OVER SHEATHING PER ROOF
FASTENING SCHEDULE 12
P.E. TRUSSES AT 24" O.C. MAX. W/ 6 TYP. SLOPE
CONNECTORS PER ROOF PLAN AND
SCHEDULE VENTED ATTIC W/ "
BAFFLES AND RIDGE VENT
2x6 P.T. SUBFASCIA W/(2) 16d's
EACH TRUSS ..
1/2" GYPSUM TYP., 5/8" TYPE "X" AT GARAGE
OVER LIVING AREAS, R-30 INSULATION OVER
AIR CONDITIONED SPACE
2' 0 (2) COURSE BOND BEAM W/ #5 BAR HORIZ.
CONT. IN EACH COURSE
SEE SOFFIT DETAIL PRECAST LINTEL PER PLAN/SCHEDULE OVER
#5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP L OPENINGS
8"x8"x16 MASONRY IN RUNNING BOND, W/
FILLED CELLS PER PLAN AND AT 48" O.C. MAX.
FOLLOW NOTES FOR HORIZ. REINF.
1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC
COATING
1/2" GYPSUM OVER lx P.T. FURRING STRIPS
#5 DOWELS W/ 90 DEGREE ACI HOOK AT 16" O.C. W/ R-5 FI-FOIL INSULATION
CLEAN -OUT AT EACH FILLED CELL FOR
INSPECTION, EITHER SIDE OF WALL
SLOPE GRADE AWAY FROM FOUNDATION, z
COMPACT 24" OUTSIDE OF BLDG MIN. a : 4" THICK 3000 PSI CONC. SLAB W/ 6x6-
W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH
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FILL
W
REINFORCED CONC. FOOTER
COV.
PER PLAN/SCHEDULE
2 Masonry Wall Section
i3U 3/4" = 1 -0"
IF MISSED CONNECTOR IS HETA 20, CONTRACTOR SHALL USE
(2) HTSM20 STRAPS W/ (4) 1/4" X 21/4" TITENS & (10) 10dxl.5"
IF MISSED CONNECTOR IS (2) HETA 20s, CONTRACTOR SHALL USE
FGTR OR VGT PER MANUFACTURER REQUIREMENTS.
1/2" = 1'-0"
2x4 P.T. LEDGER W/3/16 "XT' TAPCONS / T 12'
2x4 NAILERS AT PERIMETER.
O.C.,MAX.
2x4 BLOCKING PER FRAMING
y PLAN W/ (2) 12d's EACH TRUSS
2x4 AT 24" O.C. MAX. W/ (2) 12d's AT TRUSS
AND (2) 12&S TOENAILED AT LE DGER''
i
3/a'x6" T&G SOFFIT W/ #8x2"
2' 0" WOOD SCREWS (BLIND) AT EA.
TRUSS TYP.
STUCCO SOFFIT OVER 1/2" PLYWOOD 1/4" EXP. JOINT AT CEILING,
TYP
W/10d's AT 6" O.C. MAX., SEE GENERAL
NOTES FOR VENTILATION J—'ML
Soffit Detail
S� 31 1'-0"
#5 DOWELS W/ 90 DEGREE ACI HOOK
z
t
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to °
SLOPE GRADE AWAY FROM FOUNDATION,
COMPACT 24" OUTSIDE OF BLDG MIN.
Garage F
1 3/4 = 1 -0"
T&G Celing Detail
53.1 3/4 = 1-0"
F = FILLED WITH GROUT
U = UNFILLED
QUANTITY OF #5 FIELD ADDED
REBAR AT BOTTOM OF LINTEL
SEE TYPICAL WALL SECTION FOR
mBF16-1B/1T
NOMINAL WIDTH J
t— QUANTITY OF #5 FIELD ADDED
ADDITIONAL INFORMATION
REBAR AT TOP OF LINTEL
NOMINAL HEIGHT
#4 BAR CONT. IN CURB
�
#5 FIELD ADDED REBAR AT TOP PF
COMPOSITE U - LINTEL MIN. (1) REQ.
4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1
LBS/CUYD FIBERMESH
1-1/2" CLEAR, TYP.
•
.. -_. - •_ :.; ., -
FIELDPLACED C.M.U.
15-5/8" ACTUAL
-
r
_
16" NOMINAL HEIGHT
SOLID GROUT, TOP TO BOTT.
—III
#5 FIELD ADDED REBAR AT
BOTTOM OF U-LINTEL CAVITY
'4
7-s/s' ACTUAL
--
PRE -CAST REINFORCING PER
8" NOMINAL WIDTH MANUFACTURER
,Masonry Bond Beam Detail
3/4" = 1'-0"
Project Number:
20R017
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FINISHES, TRIM PER OWNER g m N o w a z A
b. COAT MASONRY WITH LIQUID LS m w v m w
WATERPROOFING, THEN ADD 3 LINES OF 0 Z s > w °
c SEALANT AT MASONRY, THEN P.T. BUCK LU Q E m a
d C. SEALANT AT FLANGE TO BUCK U ¢ W o
d. 1/4" MAX. NON -DEGRADABLE SHIM W/ z O
a f BACKER ROD AT PERIMETER, TRIM SHIMS m o
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e. 114"0 TAPCONS AT 10" O.C. MAX.
STAGGERED, THEN INSTALL LIQUID
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f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/a" GAP c`
- 9 - AT DOOR, THEN SEAL
9. 3 HEAVY CONT. LINES OF SEALANT AT --- o
THRESHOLD TO
° TAPCONS AT 10" O.C. CMAX. STAGGERED
(SEE NOTE#2)
OPTIONAL 1" RECESSED SILL AT h. SEALANT AT BUCK TO MASONRY
OUTSWING/SLIDING DOORS I. LINTEL PER PLAN/SCHEDULE 2 hZ N N O of
j. FILLED CELL W/ #5 VERT. 7 u o m Q� p
U . ¢ `
NOTES:
1.
ANCHORS TO
ALL HAVE 1.25"
P2. DO NOT NSTALLAN HORS INSILLUNLESS HNOTED BY PRODUCT APPROVAL.
MINIMUM.
AP ROVA
3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES. E
4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. �I
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,,, REVIEWED FOR W z a
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CODE COMPLIANCE > �
ST. LUCIE C C :�I\ITY � o r
O w
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a. SEE TYP. WALL SECTION FOR INTERIOR Z N
0
FINISHES, TRIM PER OWNER W = 0 >
k b
b. COAT MASONRY WITH LIQUID °
WATERPROOFING, THEN ADD 3 LINES OF J O
SEALANT AT MASONRY, THEN INSTALL 2x6 m
OR 2x8 P.T. BUCK
j MIN. C. SEALANT AT FLANGE TO BUCK c W Q ^ d e d. 1/4" MAX. NON -DEGRADABLE SHIM WF iJ c
BACKER ROD AT PERIMETER, TRIM SHIMS ��7'
a 6 1/a" FROM FACE Ui w W °
e, 3/16"0 TAPCONS AT 10" O.C. MAX. �f _J
m STAGGERED, THEN INSTALL LIQUID �l rn BP
C d WATERPROOFING OVER FACE OF BUCK U
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h g. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4' GAP
u
AT WINDOW, THEN SEAL � v
e e h. SLOPE TO DRAIN, LEAVE 1/4' GAP AT J
WINDOW, THEN SEAL V LL
c i. PRECAST OR POURED IN PLACE SILL w a
rnrn N
F J. SEALANT AT BUCK TO MASONRY U o
b k. LINTEL PER PLAN/SCHEDULE LU n`
FL
c
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M. PVC CASING BEAD W/ REINFORCEMENTAS LL o
NEEDED PER CODE.
NOTES: Wall Sections and
1. TAPCON ANCHORS TO MASONRY SHALL HAVE 1.25" EMBEDMENT MINIMUM. Details
2. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL.
3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES.
4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. G' . o
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/dirhdovv Detail at CMU �
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CORNER BARS TO MATCH
REINFORCEMENT 30 Bar
Dia. Min.
Q d
4
CORNER PERPENDICULAR
1 Tooter Intersection Detail
53.2 3/4" = 1' O"
BELL THRU
PAD FOOTER
A/C COMPRESSOR
3"x3"xl/4' ANGLE 3" LONG (ONE AT EACH
CORNER) SECURE EACH TO CONC. PAD WITH
1/2'x3" EMBED EXP. ANCHOR
ATTACH TO UNIT PER MANUF. OR USE (2)
#14 SELF TAPPERS PER ANGLE, THREE /
3/4" = 1'-Q"
2x4 SPF STUDS AT 16" O.C. MAX, LOCATE RSP4 AT TOP AND
BOTTOM OF STUDS AT 32" D.C. MAX.
1/2" GYPSUM AND R-11 INSULATION
P.T. 2x4 PLATE W/ 1/4' x 3" TAPCONS AT 12" D.C., LOCATE
SUPPLEMENTAL CONNECTORS PER FRAMING PLAN
110"
MIN. LAP
PROVIDE ADDITIONAL #5 BARS /
THICKEN FOOTING A MIN. OF 1=1'
12" BELOW PIPE MIN.
F.F.
1/8" WIDE SAW -CUT SHALL BE MADE
AS SON AS CONCRETE HAS
HARDENED SUFFICIENTLY TO PREVENT
AGGREGATE BEING DISLODGED BY SAW
t/4 t
=ea
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d`
°d
Saw Cut De ail
1'-0"
Project Number:
20R017
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