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signed and sealed by Terence
Schlitt on the date adjacent to
the seal. Printed copies of this
document are not considered
signed and sealed and the
signature must be verified on
any electronic copies.
(CONDITIONS)
The builder shall verify
all
dimensions
and conditions
on
drawings
and in the Field, and
shall be
responsible For
any
necessary adjustments and/or
corrections. Custom Douse
Plans of
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of providing
( on site)
supervision.
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This item has been digitally
signed and sealed by
Terence
Schlitt on the date adjacent to
the seal. Printed copies of this
document are not considered
signed and sealed and
the
signature must be verified on
any electronic copies.
VERHANG
FINISH
24" OVERHANG
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STUCCO FINISH
LEFT ELEVATION SCALE- 1/4" = 1'-0"
(CONDITIONS)
The builder shall verify
all
dimensions
and conditions
on
drawings
and in the field, and
shall be
responsible For
any
necessary adjustments and/or
corrections. Custom House
Plans of
Vero accepts
no
responsibility due to the
impossibility
of providing
(on site)
supervision.
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SKEET NO,
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(CONDITIONS)
The builder Shall verify
all
dimensions
and conditions
on
drawings
and in the Field, and
shall be
responsible For
any
necessary adjustments and/or
corrections. Custom Nouse
Plans of
Vero accepts
no
responsibility due to the
impossibility
of providing
( on site
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SCALE
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JOS NO.
SKEET NO,
THREE
OF
NINE
ABBREVIATIONS:
AB
ANCHOR BOLT
MATL
MATERIAL
AFF
ABOVE FINISHED FLOOR
MAX
MAXIMUM
ADJ
ADJACENT
MECH
MECHANICAL
ARCH
ARCHITECTURAL
MIN
MINIMUM
BLDG
BUILDING
NTS
NOT TO SCALE
BM
BEAM
O.C.
ON CENTER
BOT
BOTTOM
OPT
OPTIONAL
BRG
BEARING
OSB
ORIENTED STRAND BOARD
CJ
CONTROL JOINT
PLY
PLYWOOD
CL
CENTERLINE
PSI
POUNDS PER SQUARE INCH
CMU
CONCRETE MASONRY UNIT
PSF
POUNDS PER SQUARE FOOT
COL
COLUMN
PT
PRESSURE TREATED
CONC
CONCRETE
REINF
REINFORCEMENT
COND
CONDITION
READ
REQUIRED
CONT
CONTINUOUS
RO
ROUGH OPENING
CONST
CONSTRUCTION
RTU
ROOF TOP UNIT
CLG
CEILING
SCH
SCHEDULE
DBL
DOUBLE
SHTHG
SHEATHING
DIA
DIAMETER
SIM
SIMILAR
DR
DOOR
SMS
SHEET METAL SCREWS
DWG
DRAWING
SP
SOUTHERN YELLOW PINE
EA
EACH
SPF
SPRUCE PINE FIR
EJ
EXPANSION JOINT
STL
STEEL
ELECT
ELECTRICAL
STIR
STRUCTURAL
FOR
ENGINEER OF RECORD
SGD
SLIDING GLASS DOOR
EQUIP
EQUIPMENT
SQ
SQUARE
FF
FINISH FLOOR
T&G
TONGUE AND GROOVE
FT
FOOT/ FEET
TOB
TOP OF BEARING
GA
GAUGE
TYP
TYPICAL
GC
GENERAL CONTRACTOR
UNO
UNLESS OTHERWISE NOTED
GYP
GYPSUM
VERT
VERTICAL
HGT
HEIGHT
W/
WITH
HORIZ
HORIZONTAL
WIC
WALK IN CLOSET
HB
HOSE BIB
WD
WOOD
INS
INSULATION
WWF
WELDED WIRE FABRIC
KSI
KIPS PER SQUARE INCH
W/O
WITHOUT
MAS
MASONRY
WDW
WINDOW
Sheet List
Page No
Sheet Name
j Main Floor Plan
Sheet Number
1
1
2
Elevations
2
3
Electrical Floor Plan
General Notes
3
4
S0.1
5
General Notes
S0.2
6
Foundation Plan
S1.1
7
Framing Plan
S2.1
8
Wall Sections and Details
S3.1
9
Details
S3.2
GENERAL NOTES:
1. DESIGN CODE
A. TO THE BEST OF THE 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 BY THE LOCAL AUTHORITY 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.
g. 2017 FUEL GAS CODE, FBC-FG.
h. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC.
i. 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 WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE
FOLLOWING REFERENCED DOCUMENTS:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) 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: BY TPI AND WTCA)
5. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PSI-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 (ASD) = 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)
I. 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 ALL TIMES.
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 FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BY THE
AUTHORITY HAVING JURISDICTION.
B. IF THE SOILS REPORT IS NOT AVAILABLE, SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF.
C. CONTRACTOR SHALL VERIFY COMPACTION 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 UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO
95% OF THE MODIFIED PROCTOR, UNLESS 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 DELETERIOUS MATERIAL.
F. WATER MANAGEMENT ATTHE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE:
a. CONDENSATE DRAINS AND ROOF DOWN SPOUTS 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 BROUGHT TO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.
2. SOIL TREATMENT
A. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES BAITING
SYSTEMS, AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS.
B. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS, ECT. SHALL BE MADE WITH PERMANENT METAL OR
APPROVED PLASTIC FORMS. FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER
INITIAL TREATMENT.
C. PROVIDE 10 MIL VAPOR BARRIER IMMEDIATELY FOLLOWING SOIL TREATMENT.
D. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENT AT
COMPLETION OF TREATMENT.
E. AFTER COMPLETION OF WORK, ALL LOOSE WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED
FROM WITHIN 16" OF BUILDING PERIMETER.
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" 3/4" - 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 C150
b. AGGREGATES: COURSE AGGREGATE: 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 ATTHE 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 C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.
B. CONTRACTOR SHALL ADD PLASTICIZER TO GROUT MIXTURE
C. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS.
D. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND AT TOP OF ALL CMU WALLS.
E. GROUT SHALL 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, SCALE OR OTHER BOND REDUCING COATINGS.
C. REINFORCING SHALL BE PLACED IN CONCRETE TO 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
BYACI DETAILING MANUAL.
F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED ATTHE OUTSIDE
BAR OF FOUNDATION CORNERS.
G. ENGINEER ASSUMES NO RESPONSIBILTY FOR EXPANSION/CONTRACTION CRACKS THAT 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 ARE TYPICALLY EXPECTED AND PREVENTATIVE MEASURES SHALL BE TAKEN TO
ISOLATE/CONTROL AND CRACKS THAT MAY AFFECT ARCHITECTURAL FINISHES.
H. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED
OTHERWISE ON DRAWINGS.
a. INSTALL WELDED WIRE MESH IN 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 WIRE MESH 12 INCHES.
I. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LBS 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 TAPED UNLESS NOTED OTHERWISE.
B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, 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 THE SITE SHALL BE KEPTTO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY
REVOLUTIONS AT8-12 RPM FOLLOWING THE ADDITION OF WATER ATTHE SITE.
G. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO
INITIAL SET.
H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED.
I. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE.
J. 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 DIRECTION
a. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING
b. SAWCUT JOINTS SHALL BE 1/3 THE DEPTH OF THE SLAB.
C. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE
DIRECTION.
N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION.
0. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS.
P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS.
Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE 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 CROSS
SECTIONAL AREA.
C. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270.
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 "L" 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 MEET THE 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 CONTROLJOINTSASREQUIRED BYACI 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 AT THE 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 ATTHE CORRECT LOCATION, APPROXIMATELY
16" HIGH AND 14" WIDE AT THE FLOOR, DRILL AND EPDXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO
THE TIE OR BOND BEAM. FORM WALL AND POUR SOLID WITH GROUT, CONSOLIDATING AS NECESSARY.
H. CURE MASONRY SURFACES FOR 3 DAYS.
WOOD FRAMING COMPONENTS:
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 OTHER
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 "MC15". ALL LUMBER SHALL BE S4S.
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. 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 4 INCHES WIDE SPACED AT 16" ON CENTER
MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
D. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED 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" 15'-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 16-0".
H. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE
SOUTHERN PINE #2 OR BETTER, MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE (2) 2x12.
I. 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 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS, 3/8" TYPE 2-
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 :
• 2 INCH NOMINAL LUMBER, OR
• ONE THICKNESS OF 23/32" WOOD STRUCTURAL PANELS WITH JOINTS BACKED WITH 23/32" WOOD
STRUCTURAL 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. DO NOT INSTALL VAPOR/MOISTURE BARRIERS
ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DROPS BELOW 19%.
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 1/8 INCH GAP AT ALL EDGES FOR EXPANSION AND CONTRACTION AT ALL 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).
PRE-ENGINEERED WOOD TRUSSES:
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 A
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
g. 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 LAYOUT SUPPLIED 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 FBC-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" WIDE x 6-8" TALL
b. TWIN OR DOUBLES: EXAMPLE (2) 3050 = TWO T-0" WIDE x T-0" TALL WINDOWS MULLED TOGETHER
2. MATERIALS
A. THE EXTERIOR DOORS AND 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 IS 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. IMPACT GLAZING: U FACTOR = 0.65 MAXIMUM AND S.H.G.0 = 0.25 MAXIMUM
b. NON -IMPACT GLAZING: U FACTOR = 0.40 MAXIMUM AND S.H.G.0 = 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 PAST THE 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 A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANTTO 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.
C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR
PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS.
D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.
Florida Product Approval Listings
Building Design Pressures (+PSF /
Category - Subcategory Approval Number Manufacturer Model Number -PSF) Product Design Pressures (+PSF / -PSF)
Exterior Doors - Swing FL 17184.2 R7 Plastpro (Glazed Fiberglass Dbl Dr +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
2000 Series Door Width 7'
2000 Series Door Width 16'
+29/-36
+35/-39
Exterior Doors - Garage
FL 16660.25 R11 Haas Door
+27/-30
+31.3/-34.9
Windows - Single Hung
FL 14095.2 R10 JELD WEN
NCTL210-3874-1-FBC
+33/-36
+50/-60
+55/-55
Windows - Fixed
Windows - Mullion
FL 14088.3 R8 JELD WEN
NCTL210-3909-1-FBC
+33/-36
+32/-35
FL 11870.1 R6 JELD WEN
(Clipped Aluminum Tube Mullion
+/-75
Roofing - Metal
NOA 19-0304.06 Drexel Metals, Inc.
DMC 10ONS - 24 GA. STEEL PANEL
Field -40 / Perimeter and Corner -69
Field -97.5/Perimeter and Corner-120.00
Roofing - Underlayment
FL 5259 R29 Polyglass USA, Inc.
POLYSTICK TU MAX
N/A
N/A
PRODUCT APPROVAL NOTE:
I HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I HAVE APPROVED THEIR 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.
Project Number:
20R017
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INSULATION, VENTILATION, AND FINISHES:
1. GENERAL
A. THERMAL AND SOUND INSULATING MATERIALS SHALL MEET THE 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 MEET THE GYPSUM ASSOCIATIONS "APPLICATION
AND FINISHING OF GYPSUM PANEL PRODUCTS" GA-216 MOST RECENT EDITION.
a. ATTIC SPACE: UNDER SECTION 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
CONSTRUCTION AND EQUIPMENT OF THE 2017 FLORIDA BUILDING CODE SPRAY FOAM R-20
INSULATION SYSTEM WILL BE INSTALLED IN A NON -VENTED ATTIC SPACE - THE SPRAY FOAM
C SHALL BE INSTALLED AS PER I.C.C. EVALUATION SERVICE, INC. REPORT. THIS PROJECT SHALL
HAVE THE TOP CHORD OF THE TRUSSES SPRAY FOAM INSULATED ABOVE THE MAIN
CONDITIONED SPACE.
D. UNVENTED ATTICS SHALL MEET FBCR-806.5.
C
E. VENTILATED ATTIC SPACES SHALL COMPLY WITH FBCR-806. a. THIS PROJECT SHALL HAVE 1/150 OF THE AREA OF THE VENTED SPACE FOR THE FOLLOWING
AREAS:
• GARAGE:
• SQUARE FOOTAGE = 646
LINEAR FEET OF SOFFIT - 84
• � LOW ROOF SOFFIT VENTILATION = 0.068 SF/LF
• VENTILATION REQUIRED = 4.31 SF
• VENTILATION PROVIDED:
�\ 2.5" DAM. VENTS LOCATED IN THE SOFFIT AT 24" O.C. = 5.75 SF
OF VENTILATION
• REAR PORCH:
• SQUARE FOOTAGE = 299
• LINEAR FEET OF SOFFIT = 36
• LOW ROOF SOFFIT VENTILATION = 0.068 SF/LF
• VENTILATION REQUIRED = 1.99 SF
• VENTILATION PROVIDED:
• 2.5" DIAM. VENTS LOCATED IN THE SOFFIT AT 24" O.C. = 2.45 SF
OF VENTILATION
2. MATERIALS
A. INSULATION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE ON
THE WALL SECTIONS OR ENERGY CALCULATIONS:
a. WALL R-VALUE: WOOD FRAME = 13, MASONRY = 3/4
b. 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 MEET THE FOLLOWING MINIMUM REQUIREMENTS PER AREA:
a. STRAIGHT WALLS - ONE LAYER OF 1/2" GYPSUM BOARD
b. CURVED WALLS - TWO LAYERS OF 1/4" GYPSUM BOARD
C. TYPICAL CEILINGS - 1/2" GYPSUM BOARD
d. CEILINGS ABOVE GARAGE WITH HABITABLE SPACE ABOVE - S/$" 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 1/8".
C. GYPSUM PRODUCTS APPLIED TO WALLS SHALL HAVE A 1/4-'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 3/8" 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 = 7/8" MIN.
b. SCREWS = 5/8" MIN.
C. STAPLES = 5/8" 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 3/8" RIB GALVANIZED AND 3.5 LB/YD3.
C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW:
a. 1/," THICK (FINISH) OVER MASONRY AS A TWO COAT SYSTEM
b. 5/,-'THICK (FINISH) OVER CEILING SHEATHING AS A TWO COAT SYSTEM
C. 7/,-'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 1/8".
B. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.
C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH 1/$" GAP AT ALL EDGES.
D. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/8" 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 5/8" 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 FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS 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"
• 10d / 12 COMMON 0.148"
• 16d COMMON 0.162"
2. EXECUTION
A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE 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. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING:
a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/8" 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 AND PLUMBING:
1. GENERAL
A. THE CONTRACTOR SHALL SUBMIT ENERGY CALCULATIONS WHICH ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF
MECHANICAL SYSTEMS. THE MECHANICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE 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.
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 SHALL CONFORM 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 PSI AT 180 DEGREES F.
C. PIPE PASSING THROUGH CONCRETE OR MASONRY SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE
SHEATHING, WRAPPING, OR OTHER 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
BE 0.025 INCH.
D. PIPES PASSING UNDER OR THROUGH 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 1/4" DIAMETER CONCRETE ANCHORS WITH 11/4"
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 THAT THE SOURCE OF IGNITION IS NOT LESS THAN
18 INCHES ABOVE THE GARAGE FLOOR.
H. APPLIANCES LOCATED IN A GARAGE 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 SHALL 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.
Riser Diagram
3/4" = 1'-0"
11 /n Ifll 11-1 r
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 INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S
INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE.
B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA,
ANSI, U.L., ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE.
C. RECEPTACLES INSTALLED ON 15- 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 CLOTHES CLOSETS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.16.
F. AT LEAST ONE 20 AMP CIRCUIT 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 A MANNER COMPLYING WITH
ARTICLE 250 OF THE NEC.
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 INTERRUPTER PROTECTION FOR PERSONS: KITCHENS, BATHROOMS, GARAGES, SUNROOMS,
PORCHES, AND OUTDOORS.
H. ALL CONDUCTORS CLOSER THAN 11/4" TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT
LEAST 1/16" IN THICKNESS.
I. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE
PROTECTED BY A 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, KITCHENS, WITHIN 6' OF A SINK, BOATHOUSES, WITHIN 6' OF A BATHTUB OR SHOWER STALL,
LAUNDRY AREAS.
K. ALL TEMPORARY 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.
Reddentiaryl Load Calculation WorLlreet
777
°
totals . f . watts per qq. ft
F•ti'} i
watts
Small Appliance Circuits '�t: 1500 wam ea. (1li.ailnum it ;)
watts
sti_ti
Puauffe (Na mne hate Radii )
61303
watts
Cool -to (N wine 1a to Rating)
0
watts
L _
p4�cr�a5e,eI
15Clo
oatts
E C
Dish%-mhei
I EGO
watts
_ i--,C
Electric eater Heater
45X
watts
:5c .0
Electric Clothes Dryer (later larger::sm W2trs or Nameplate Ruing)
SCOD
watts
Wa iei ire. 1600 w am ea. (Ai nfintimR i5 lei
1
watts
leis mal
5Co
watts
1x0c
Pool ... iIjZabon ri 1500 watts ea.
15CO
watts
5C10C
Pool : Spa Heater
SCOO
watts
Garage Door uer
1
watts
- Taal. C.'ak- l-ited Load (less M .AQ
3 731 watts;
Service Demand
General L.aad:
First 1 Ok w of Total Ca1cWated Load (less H v AC) `ii 1 1 D v4atts
Reniunder of Total CalcWated Load (le&s HVAQ .ti 4{r-,o K. w efts
Total Geuei'al Load 1 21892.4 watts
RVAC L0A .
1 Air Cmditioning Load 14,1 1 DV (Volts X Amps= Watt
7500 Fiuuace-s it Handler Load(Volts X Anws = Watts)
Toud ER-ACLoad
ICON
7 SC-D
110000
watts
watts
watts
Total General Load
+_
Total I � AC Load
_
Cal-cubted Semice Load
21892.4].:
watts
+
'1.000 wam
3'1-9 9- T41
,marts
Caleuated 5em&iu�Load
-
serticeV.Oltaze
`
_-1I'MinuM �'eI-,iCf, Sin a91Cit%
18
watts
-
240 volts
= 132,8 atll' S
Project Number:
20R017
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Project Number:
2 20R017
Structural Column Schedule
Mark Size Type Reinforcement
C-1 12x12 CMU (2) #5 Bars. Vert. & #3 Hoops at 16" O.C.
■� #5 Bar Vertical in Filled Cell
6' Long #5 Re-entrant Bar in middle of slab
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Reinforcement
20"x18"xCont.
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(2) #5 Bar Cont. And (1) #4 Horiz. In Curb
12"x12"xCont.
Bell -Footing
(2) #5 Bars Cont.QJ
20"x18"xCont.
Monolithic
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36"x20"x72"
Pad Footer -Monolithic
#5 Bars at Each Way at 12' O.C.
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3 Precast Lintel 8F8 (1) #5 Bar
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BOTTOM CHORDTHIS AREA This item has been digitallysigned
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the date adjacent to the seal. Lr)
- - - - - - - - - - - - - Printed copies of this document M
are not considered signed and f'�'1
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NOTES:
U_
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 B-1 Framing Plan
1 Roof Framing
S2.1 1 /4" = 1'-0" S2.1
'7 OF 9
COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING
(PSF)
MAIN ROOF
LRFD
ASD
NAIL SPACING
+47 / -49
+28 / -30
6" O.C.
ZONE 1 -INTERIOR:
ZONE 2 -PERIMETER:
+47 / -95
+28 / -57
6" O.C.
ZONE 3 -CORNER:
+48 / -97
+29 / -59
4" O.C.
PORCHES
LRFD
ASD
NAIL SPACING
+64 / -66
+38 / -40
6" O.C.
ZONE 1 -INTERIOR:
ZONE 2 -PERIMETER:
+64 / -112
+38 / -67
6" O.C.
ZONE 3 -CORNER:
+65 / -115
+39 / -69
4" O.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
Mark/Truss Type
Connector Type
Connectors
Max. Uplift
Comments
A - Typ. Truss
HETA 16
(9) 10d x 1.5" nails
1,180 Ibs
Simpson or Equal
B -Girder Trusses
VGT
(1) 5/8" x 8" Embed. J-Bolt & (16) 1/4"x3" SIDS
4,940 Ibs
Simpson or Equal
Project Number:
20R017
1 Interior Wall Section -Non Load Bearing
S3.1 3/4" = 1 '-0"
5 1/z" SPRAY FOAM INSULATION R-20. DESIGN IS APPROVED
PER ICC-EVALUATION REPORT PROVIDED BY CONTRACTOR.
"ALTERNATE MATERIAL AND METHOD OF CONSTRUCTION
PER FBC 104.11"
METAL ROOF OVER 30# FELT
UNDERLAYMENT OVER SHEATHING PER ROOF
FASTENING SCHEDULE
P.E. TRUSSES AT 24" O.C. MAX. W/
CONNECTORS PER ROOF PLAN AND
SCHEDULE
2x6 P.T. SUBFASCIA W/(2) 16d's
EACH TRUSS
SEE SOFFIT DETAIL
#5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP
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
#5 DOWELS W/ 90 DEGREE ACI HOOK
P.E. TRUSSES AT 24" O.C. MAX.
SEE TYPICAL WALL SECTION FOR TYPE OF
INSULATION
1/2" GYPSUM TYP., 5/8" TYPE X AT GARAGE
CEILINGS UNDER HABITABLE SPACES
(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 6' WIDE
(2)2x8 UNDER 8' WIDE
2x4 SPF STUDS AT 16" O.C. MAX. W/ (2) 16d's
TOENAILED AT TOP AND BOTTOM
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 LBS/CUYD FIBERMESH
VAPOR BARRIER OVER TERMITE TREATED,
WELL COMPACTED FILL
A
12
6 TYP. SLOPE
1/2" GYPSUM TYP., 5/8" TYPE "X" AT GARAGE
OVER LIVING AREAS, R-30 INSULATION OVER
AIR CONDITIONED SPACE
(2) COURSE BOND BEAM W/ #5 BAR HORIZ.
CONT. IN EACH COURSE
PRECAST LINTEL PER PLAN/SCHEDULE OVER
OPENINGS
1/2" GYPSUM OVER 1x P.T. FURRING STRIPS
AT 16" O.C. W/ R-5 FI-FOIL INSULATION
— CLEAN -OUT AT EACH FILLED CELL FOR
INSPECTION, EITHER SIDE OF WALL
LU
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
N J
o- -- -- --
I,d
10 MIL VISQUEEN VAPOR
BARRIER OVER TERMITE
TREATED, WELL COMPACTED
FILL
0'-3" W
COV. REINFORCED CONC. FOOTER
PER PLAN/SCHEDULE
Masonry Wall Section
3/4" = 1 '-0"
P.E. WOOD TRUSSES AT 24" O.C. NIAX. TYP.
(2) 2x6 SYP BEAM (FLAT) W/ (2) # 0 SCREWS AT EACH WEB,
TYP.
1/2" THREADED ROD W/ WASHERS AND NUTS, ONE AT EACH
CORNER OF UNIT
A/C EQUIPMENT IN ATTIC SPACE
— 2" 19ga. UNISTRUT CHANNEL UNDEf DRIP PAN TYP.,
INSTALL VIBRATION ISOLATORS PER MANUFACTURER
I iI
Air Handler Detail
3/4" = 1-0"
2x4 P.T. LEDGER W/3/16" x3" TAPCONS AT 12"
O.C. MAX.
2x4 AT 24" O.C. MAX. W/ (2) 12d's AT TRUSS
AND (2) 12d'S TOENAILED AT LEDGER
2'-0"
STUCCO SOFFIT OVER 1/2" PLYWOOD
W/10d's AT 6" O.C. MAX., SEE GENERAL
NOTES FOR VENTILATION
4 Soffit Detail
3-1)3/4" = 1 -0"
SEE TYPICAL WALL SECTION FOR
#5 DOWELS W/ 90 DEGREE ACI HOOK > ADDITIONAL INFORMATION
z w
_, > ac #4 BAR CONT. IN CURB
N j�
SLOPE GRADE AWAY FROM FOUNDATION, _' Q -
4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1
COMPACT 24" OUTSIDE OF BLDG MIN. `V LBS/CUYD FIBERMESH
0'-3" W
cov. III III
Garage Footer Section
3/4" = 1-0"
MISSED STRAP DOES NOT LINE UP WITH TRUSS
4.
4
ADD NEW CONNECTOR IN
LIEU OF MISSED STRAP
4'
a 9
P.E. WOOD TRUSS
IF MISSED CONNECTOR IS HETA 20, CONTRACTOR SHALL USE
(2) HTSM20 STRAPS W/ (4) 1/4" X 2 1/4" TITENS & (10) 10dx1.5"
IF MISSED CONNECTOR IS (2) HETA 20s, CONTRACTOR SHALL USE
FGTR OR VGT PER MANUFACTURER REQUIREMENTS.
61 Missed Strap Detail
3. 1/2" = 1-0"
2x4 NAILERS AT PERIMETER
2x4 BLOCKING PER FRAMING
PLAN W/ (2) 12d's EACH TRUSS
3/4"W' T&
WOOD SCR
1/4" EXP
T&G Celing Detail
3/4" = 1-0"
U16-1B/1T
NOMINAL WIDTH
NOMINAL HEIGHT
15-5/8" ACTUAL
16" NOMINAL HEIGHT
7 5/,
8" NOMINAL WIDTH
8 Masonry Bond Beam Detail
3. j 3/4" = 1-0"
F = FILLED WITH GROUT
U = UNFILLED
QUANTITY OF #5 FIELD ADDED
REBAR AT BOTTOM OF LINTEL
QUANTITY OF #5 FIELD ADDED
REBAR AT TOP OF LINTEL
#5 FIELD ADDED REBAR AT TOP PF
COMPOSITE U - LINTEL MIN. (1) REQ
1-1/2" CLEAR, TYP.
FIELD PLACED C.M.U.
SOLID GROUT, TOP TO BOTT.
#5 FIELD ADDED REBAR AT
BOTTOM OF U-LINTEL CAVITY
PRE -CAST REINFORCING PER
MANUFACTURER
Garage Door Jamb
3/4" = 1'-0"
OF
0
0
z_ o
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0
0
o LINTEL SEE FRAMING PLAN
0
0
2x6 P.T. SP W/ 1/4" x3" TAPCON W/ 1"
o STL WASHER AT 6" O.C. STAGGERED
a. SEE TYP. WALL SECTION FOR INTERIOR
FINISHES, TRIM PER OWNER
b. COAT MASONRY WITH LIQUID
WATERPROOFING, THEN ADD 3 LINES OF
SEALANT AT MASONRY, THEN P.T. BUCK
C. SEALANT AT FLANGE TO BUCK
d. 1/4" MAX. NON -DEGRADABLE SHIM W/
BACKER ROD AT PERIMETER, TRIM SHIMS
1/4" FROM FACE
e. 1/4"0 TAPCONS AT 10" O.C. MAX.
STAGGERED, THEN INSTALL LIQUID
WATERPROOFING OVER FACE OF BUCK
f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP
AT DOOR, THEN SEAL
g. 3 HEAVY CONT. LINES OF SEALANT AT
THRESHOLD TO CONC., THEN 1/4" 0
TAPCONS AT 10" O.C. MAX. STAGGERED
(SEE NOTE #2)
h. SEALANT AT BUCK TO MASONRY
i. LINTEL PER PLAN/SCHEDULE
j. FILLED CELL W/ #5 VERT.
NOTES:
1. TAPCON ANCHORS TO MASONRY/CONC. SHALL HAVE 1.25" EMBEDMENT MINIMUM.
2. DO NOT INSTALL ANCHORS IN 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.
10 Door Detail at CMU
I" = 1 '-0"
a a.
SEE TYP. WALL SECTION FOR INTERIOR
FINISHES, TRIM PER OWNER
k
b b.
COAT MASONRY WITH LIQUID
WATERPROOFING, THEN ADD 3 LINES OF
/01
SEALANT AT MASONRY, THEN INSTALL 2x6
- 1 1/4"
OR 2x8 P.T. BUCK
j
MIN. C.
SEALANT AT FLANGE TO BUCK
d
d.
1/4" MAX. NON -DEGRADABLE SHIM W/
e
11
BACKER ROD AT PERIMETER, TRIM SHIMS
a g
1/4" FROM FACE
e.
3/16"0 TAPCONS AT 10" O.C. MAX.
m
STAGGERED, THEN INSTALL LIQUID
ID
c d
WATERPROOFING OVER FACE OF BUCK
dd n
N/A
g.
EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP
h
AT WINDOW, THEN SEAL
e
e h.
SLOPE TO DRAIN, LEAVE 1/4" GAP AT
a
WINDOW, THEN SEAL
i.
PRECAST OR POURED IN PLACE SILL
j.
SEALANT AT BUCK TO MASONRY
b
k.
LINTEL PER PLAN/SCHEDULE
i
b I.
FILLED CELL W/ #5 VERT.
m.
PVC CASING BEAD W/ REINFORCEMENT AS
NEEDED PER CODE.
NOTES:
1. TAPCON ANCHORS TO MASONRY SHALL HAVE 1.25" EMBEDMENT MINIMUM.
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.
Window Detail at CMU
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Wall Sections and
Details
53.1
1" = 1-0"
8
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Project Number:
20R017
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CORNER BARS TO MATCH
RFINPnPC'FMFNT
30 Bar
CORNER PERPENDICULAR
Footer Intersection Detail
3/4" = 1-0"
r�ri i -runi i
F AIJ FUU I LK
Footing
3/4" = 1 '-0"
SEE PLAN
Penetration Detail
2x4 SPF STUDS AT 16" O.C. MAX., LOCATE RSP4 AT TOP AND
BOTTOM OF STUDS AT 32" O.C. MAX.
A/C COMPRESSOR 1/2" GYPSUM AND R-11 INSULATION
3"x3"x1/4" ANGLE 3" LONG (ONE AT EACH
CORNER) SECURE EACH TO CONC. PAD WITH P.T. 2x4 PLATE W/ 1/4" x 3" TAPCONS AT 12" O.C., LOCATE
1/2"x3" EMBED EXP. ANCHOR SUPPLEMENTAL CONNECTORS PER FRAMING PLAN
ATTACH TO UNIT PER MANUF. OR USE (2)
#14 SELF TAPPERS PER ANGLE, THREE
THREADS PENETRATION TO FRAME 0 - 6.
MIN. 4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1
-
_ LBS/CUYD FIBERMESH
p d
6" CONCRETE SLAB PER PLAN '
a i
Condensor Anchor Detail
VISQUEEN VAPOR BARRIER OVER TERMITE
3/4" = 1'-0" o W TREATED, WELL COMPACTED FILL
12"x8"x12" COLUMN
BLOCKS
#3 HOOPS AT 16" O.C.
(2) #5 VERT. BARS
6 CMU Column Detail
S3.2 3/4" = 1-0"
HIGN VENTS OR LOW VENTS,
SEE VENTILATION NOTES
OPT. INSULATION,
VENTED ATTIC SPACE
GARAGE
Spray Foam Living Area, Vented Porch &
Gar. Alternate
1/2" = 1-0"
Wood Wall at Bell Footer w/Ste
3/4" = V-0"
SPRAY FOAM INSULATION,
NON -VENTED ATTIC SPACE
SOLID BARRIER SUCH AS HOUSE
WRAP, CARDBOARD, DRYWALL, ETC.
AT SPRAY FOAM INSULATION —
1/2" MIN. GYPSUM
MAIN LIVING
REINFORCED CONC. FOOTER PER
PLAN/SCHEDULE
HIGN VENTS OR LOW VENTS,
SEE VENTILATION NOTES
OPT. INSULATION,
VENTED ATTIC SPACE
DnQru I An1Al CTr
1'-0"
MIN. LAP
PIPE
PROVIDE ADDITIONAL #5 BARS
THICKEN FOOTING A MIN. OF
12" BELOW PIPE
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1' - 4 "
Ir•IIJ�
F.F.
1/8" WIDE SAW -CUT SHALL BE MADE
AS SOON AS CONCRETE HAS
HARDENED SUFFICIENTLY TO PREVENT
AGGREGATE BEING DISLODGED BY SAW
Saw Cut Detail
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