HomeMy WebLinkAboutBUILDING SITE PLAN■
AS
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
BRIG
BEARING
OSB
ORIENTED STRAND BOARD
Cl
CONTROLJOINT
PLY
PLYWOOD
CL
CENTERUNE
PSI
POUNDS PER SQUARE INCH
CMU
CONCRETE MASONRY UNIT
PSF
POUNDS PER SQUARE FOOT
COL
COLUMN
PT
PRESSURETREATED
CONC
CONCRETE
REINF
REINFORCEMENT
COND
CONDITION
READ
REQUIRED
CONT
CONTINUOUS
RO
ROUGH OPENING
CONST
CONSTRUCTION
RTU
ROOFTOP 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
EXPANSIONJOINT
STL
STEEL
ELECT
ELECTRICAL
STR
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
LINO
UNLESS OTHERWISE NOTED
GYP
GYPSUM
VERT
VERTICAL
HGT
HEIGHT
W/
WITH
HORIZ
HORIZONTAL
WIC
WALK IN CLOSET
HB
HOSE BIB
WO
WOOD
INS
INSULATION
WWF
WELDED WIRE FABRIC
KSI
KIPS PER SQUARE INCH
W/O
WITHOUT
MAS
MASONRY
WOW
WINDOW
SCOPE OF WORK
1. ADD A COVERED PORCH TO THE REAR OF THE STRUCTURE PER THE PLANS. A LARGE PORTION OF THIS
NEW ROOF SYSTEM SHALL EXTEND OVER THE EXISTING ROOF SYSTEM TO PLANE OUT THE ROOF LINES.
Sheet List
Page No
Sheet Name
Sheet Number
1
General Notes
SO.1
2
Existing and Proposed Floor Plans and Elevations
S1.1
3
Foundation Plan
S2.1
4
Roof Framing Plan
a g
S3.1
5
Roof Framing Sections
S3,2
6
Section and Details
S4.1 _
2.
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. 2014 NATIONAL ELECTRIC CODE, NEC 2014. }
e. 2017 FLORIDA PLUMBING CODE, FBC-P.
f. 2017 FUEL GAS CODE, FBC-FG. - a
g. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC. F
h. 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 S.
TRUSSES (SCSI 1: BY TPI AND WTCA)
5. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PSI-95 OR NER-108D.
6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.
3. DESIGN LOADS
A. ROOF DEAD LOAD:
a. TOP CHORD (ROOF) 17 (SHINGLE)
D (CEILING) 10 PSF GYPSUM b. BOTTOM CHORD (C ) (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) = 160 MPH
b. ALLOWABLE (ASD) = 124 MPH
E. WIND EXPOSURE CATEGORY: C
F. ENCLOSURE CLASSIFICATION: ENCLOSED
G. INTERNAL PRESSURE COEFFICIENT: +/-0.18
H. WIND-BORNE DEBRIS AREA: YES
I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA
J. 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, ETC,
F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL
CONTRACTOR 15 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 APPROVALOF
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
BROUGHTTO 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 BROUGHTTO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.
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, ETC. 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 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.
;BETE:
CONCRETE
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"
FOOTERS 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.
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 TE T AMPLES SHALL BE MADE DURING EACH DAYS SEQUENCE PE
R EVERY 50YAR S. TWO TESTS (PER
ASTM C143) SHALL BE PERFORMED AND RECORDED FOR EACH BATCH, ONE AT THE BEGINNING AND ONE ATTHE 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.
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 ATALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS.
D. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND ATTOP OF ALL CMU WALLS.
E. GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL UNTELS AND BOND BEAMS. CONSOLIDATE AND RE -CONSOLIDATE GROUT
WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS, BOND BEAMS, AND LINTELS.
REINFORCING
A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORMTO 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 CASTAGAINSTAND 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 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. WELDED WIRE MESH IF USED SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHA
LL 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 WHTTHE MANUFACTURERS
SPECIFICATION.
b. LAP ALL JOINTS IN WELDED WIRE MESH 12 INCHES.
H. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LES PER CUBIC YARD UNLESS NOTED OTHERWISE.
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 KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY
REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER AT THE 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.
1. 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 I/3 THE DEPTH OF THE SLAB.
t. 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.
Category -Subcategory Approval
Dof)ng Shingles FL10674-RJ
nnfina- IlndarInumant FI t6n6R-Rf
MASONRY:
1. MATERIALS
A. ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE 11.
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-FAB "L" AND "T" SECTIONS.
C. OVER ALL MASONRY OPENINGS AND WALLS, PROVIDE PRE -CAST LINTELS, CASTAN-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 ATTHE 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 CONTROL JOINTS 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/n' DIAMETER HOLE 6" DEEP AT THE CORRECT LOCATION, INSTALLA 36"
LONG #5 REBAR WITH SIMPSON TIE "SET EPDXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING
CLEANING THE 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 AT THE FLOOR, DRILL AND EPDXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEELTO
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 41NCHES WIDE SPACED AT 16" ON CENTER
MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
D. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES MINIMUM.
E. 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"
F. 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".
G. 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.
H. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED
ON DRAWINGS.
I. 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.
1. 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 LIMITTHE CONCEALED SPACE OF A
FLOOR / CEILING ASSEMBLY.
b. DRAFT STOPPING SHALL BE OF NOT LESS THAN 1/i `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.
K. 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 ATCEILING AND FLOOR LEVELS.
• HORIZONTALLY AND INTERVALS EXCEEDING 10 FEET.
• BETWEEN HORIZONTAL AND VERTICAL SPACES SUCH AS SOFFITS, DROP CEILINGS AND CO -CEILINGS.
UN VENTS, PIPES, CABLES, AN • AT OPEN1 G AR N S O D E D WIRES AT CEILINGS AND FLOOR LEVELS.
b. FIREBLOCKING SHALL BE:
21NCH NOMINAL LUMBER, OR
• ONE THICKNESS OF 23132" WOOD STRUCTURAL PANELS WITH JOINTS BACKED WITH 23/32" WOOD
STRUCTURAL PANELS, OR
• 1/," 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 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).
Florida Product Approval Listings
Building Design Pressures
Manufacturer Model Number (+PSF/-PSF)
wnes Corning Duration 160 MPH ULT
wnes Corning ITri Built Roof Underlayments 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 INSPECTION$.
Product Design Pressures
(+PSF / -PSF)
160 MPH ULT
N/A
PRE-ENGINEERED WOOD TRUSSES: Project Number:
1. GENERAL 18A095
A. NO MODIFICATIONSTO THETRUSS LAYOUTSHOWN ON THIS PLAN SHALL BE MADE WITHOUTTHE APPROVAL OF THE
ENGINEER OF RECORD;
D. TRUSS MANUFACTURER SHALLVERIFY ALL DIMENSIONS AND SUBMITSHOP DRAWINGS WITH CALCULATIONS SIGNED BY
B. ALL TRUSSESANO TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS
MANUFACTURER. ar
C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER.
O
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 ALLTRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES.
B. TRUSSES SHALL BE DELIVERED TO THE PROJECTSITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BYTHE c
TRUSS MANUFACTURER. O
a. GABLE END BRACING DETAILS AND RECOMMENDATIONS 2
b. LATERAL BRACING AND RESTRAINT DETAILS U
C. CONTINUOUS LATERAL BRACING (CLB) INSTALLATION REQUIREMENTS p
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 o
STRUCTURALLY DAMAGED. Z
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 LESS THAN � LU LU � ("
24" ON CENTER. O (n
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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.
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FASTENERS: LU co0
1. MATERIALS Q LU
A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN Ln z
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. LU W
B. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER. yam) Q < W
C. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED N Lr)) 0 IY
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: COL 3:12-17
a. WOOD TREATED WITH DOTSODIUM BORATE -
MINIMUM G90 ZINC COATING
b. WOOD TREATED WITH AC -C OR AC -D OR Q Q OTHER BORATE (NON -DOT) -MINIMUM G185 ZINC COATING LnC. FOR ALL OTHER TREATMENT- COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER Ln
d. STAINLESS STEEL CONNECTORS MAYBE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD Ur
2. EXECUTION Z CO
A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND LU 0
INSTALLATION. ~ � V
B. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE I W O) J
CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FILLY DRIVEN. w
N Q
C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING: U Z Ln > J 0)
a. ALL ANCHOR BOLTS SHALL HAVE 2N2"x1/a" PLATE WASHERS UNLESS NOTED OTHERWISE. _ rJ J �'1- It
b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE. N co S O
c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE N Z � w Q m LL
LENGTH. ILl Q � w N Q
d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS. W V cc 02 h w
D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY. ■ z 0
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STUCCO FINISHES: L2) Ln
1. GENERAL LLf)
A. STUCCO SHALL MEE TASTM C926 AND ASTM C1063. cH
B. STUCCO LATH SHALL BE Va " 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. s/a" THICK (FINISH) OVER CEILING SHEATHING AS A TWO COAT SYSTEM
D.RTXTURE STUCCO PEIOWNER,
2. MATER{pOVER WALL SHEATHING ASATHREE COAT SYSTEM �/`J
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A. STUCCO ACCESSORIES (WEEP SCREED, EXPANSION JOINTS, CORNERS AND TRIM) SHALL BE PVC UNLESS NOTED OTHERWISE.
3. EXECUTION yoh 0 Ol
A. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN%". aW
i
B. ADD CONTROLJOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET. w^U 21 ¢ p °
C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH'/s' GAP AT ALL EDGES. y°') z v�i v° O
D. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/e' 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
E. CEILING SCREWS SHALL BE SPACED AT 6" ON CENTER MAXIMUM. STUCCO LATH SHALL BE ATTACHED TO THE FRAMING ,'fJ1! 11 11 0%`,,`
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/e' 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, 00
BUT NOT DEFORM, THE RIB, a,
F. CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE M
FEET FOR ALL HORIZONTAL APPLICATIONS. THE DISTANCE BETWEEN CONTROL101NTS SHALL NOT EXCEED 18 FEET IN EITHER
DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 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 z
THE BASE EXTERIOR WALL.
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General Notes
REVIEWED FOR S0,11
CODE COMPLIANCE
ST. LUCIE COUNT Y
BOCC of - 6 V Ki
RECELVEL
JUL 10 1019 -
FILto i4 1
Permitting Department
R@, 6Utle County
EXISTING OUTDOOR KITCHEN
TO REMAIN I I
20' 6" 6' _ $ 1 19' _ 4 2
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v 1095 SF
b FIREPLACE
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;[STING SQUARE FOOTAGE CALCS:
VDER AIR 2,396 SF
)RCHES / GARAGE 1,035 SF
)TAL BUILDING AREA 3,431 SF
PROPOSED SQUARE FOOTAGE CALCS:
UNDER AIR 2,396 SF
PORCHES / GARAGE 2,130 SF
TOTAL BUILDING AREA 4,526 SF
First Floor n
(T-00"
tight Elevation - Pro
1/81, = 1'-01, -
5 Left Elevation - Proposed
St.1 1/8.,_ 1,_0„
1
02 Proposed Floor Plan
-Sl-1 1 /4�' = 1'-0"
_Rear
10' - 0"
b Proposed Isometric
51.1 -
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
Project Number:
18AO95
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Floor Plans and
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66' - 8"
Ol Foundation Plan
1/4" = 1'-0"
_ Foundation Schedule
Mark WxDxL I Type Reinforcement
P-1 48"x48"x16" Pad Footer - Concentric (4) #5 Bars Each Way at Bott.
P-2 60 x60"x20" Pad Footer - Eccentric (6) #5 Bars Each Way Middle and Bott.
Structural Column Schedule
Mark Size I Type Reinforcement
C-1 12"x12" IMasonry (4) #5 Vert. Bars w/ #5 Hoop at M1d. and Top
Project Number:
18A095
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52.1
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CODE COMPLIANCE
ST. LUCIE COUNTY 3 of 6
BOCC
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-- ----------------
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EE OVERERAMING DETAIL
O O J
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EXISTING STRUCTURE
Member Type/ Marl
A - Girder Truss
B - Typ. Truss Strap
C - Truss to Exist Wall
3/32" = 1'-0"
COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING
(PSF)
ZONE 1- INTERIOR: +46 / -67 +27 / -40 6" O.C.
ZONE 2 PERIMETER: +46 / -132 +27 / -79 6" O.C.
ZONE 3-CORNER: +45/-172 +27/-103 4"O.C.
NOTES: EDGE DISTANCE = 6'-0"
THE EFFECTIVE AREA FOR ZONES 1 AND 2 ARE 32 SF.
THE EFFECTIVE AREA FOR ZONE 3 IS 36 SF.
ROOF SHEATHING SHALL BE 15/32" MIN.
ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE
SPACING SHALL BE THE SAME.
Beam
Schedule
Mark
Beam
Beam Size
Reinforcement
_
_ Comment
B-1
Precast Lintel
8F161T/1B
(1) #5 Bar Horiz. Top and Bottom
B-2
Conc. Beam
8"x16"
(2) #5 Bars Top and Bott. w/ #3 Hoops at 12" O.C. Max.
Cast in Place
B-3
Wood
(3) Ply 2x10 SYP
N/A
B-4
Precast Lintel
8F16 2T/2B
(2) #5 Bars Horiz. Top and Bottom
CONTRACTOR MAY USE B-2 IN LIEU OF PRECAST LINTELS IF PREFERRED FOR CONSISTENCY.
Connector Schedule
Connector Type Connectors Uplift Needed Uplift Provided
VGT (1) 5/8"x12 Anchor Embed. & (16) 1/4"x3" SDS Screws 4,800 Ibs 4,940 Ibs
HETA 16 (9) 10d x 1.5' 1,700 Ibs �1:810 Ibs
HTSM 20 (10) 10d x 1.5", (4) 1/4" x 2 1/4" 1000 Ibs 1175 Ibs
Comments
n or Equal
n or Equal
n or Equal
Project Number:
18AO95
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Roof Framing Plan
53. 1
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY 4
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— — — — — — Founda ' n
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Project Number:
18A095
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Roof Framing Sections
S3.2 a
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY 5 of 6
N
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Overbuilt
3/4" = 1'-0"
ASPHALT SHINGLE ROOF OVER PEEL'N STICK
UNDERLAYMENT OVER SHEATHING PER ROOF
FASTENING SCHEDULE
P.E. TRUSSES AT 24" O.C. MAX. W/
CONNECTORS PER ROOF PLAN AND
SCHEDULE
BEAM PER SCHEDULE AND
MATCH EXISTING SOFFIT
2'-0"
#5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP
BEAM PER PLAN/SCHEDULE OVER OPENINGS
8"x8"x16 MASONRY IN STACKED BOND, W/ (4)
VERT. BARS PER COLUMN
#5 DOWELS W/ 90 DEGREE ACI HOOK -
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SLOPE GRADE AWAY FROM FOUNDATION,
COMPACT 24" OUTSIDE OF BLDG MIN. -
SLOPE TOP TO DRAIN -
3/4" = F-0"
12
6 TYP. SLOPE
2x4 RIDGE BEAM
USE MST16 ON ALL TRUSSES OVER
6-0" SPAN
STRUCTURAL SHEATHING PER
COMPONENTS AND CLADDING
SCHEDULE
P.E. TRUSS OVERFRAMING AT 24"
O.C. MAX.
TOP CHORD OF PRIMARY P.E.
TRUSS
BLOCK AS NEEDED FOR STRAPPING
01. TRUSS OVERFRAMING AT 24" O.0
MAX.
STRUCTURAL SHEATHING PER
COMPONENTS AND CLADDING
SCHEDULE
MTS 12 STRAP AT 4' O.C. TO BLOCKING
OR TRUSS TOP CHORDS W/(4) 10d x
1-1/2" NAILS TYPICAL
WHEN NEEDED, USE 2x4 BLOCKING
BETWEEN TRUSS TOP CHORDS W/ (2)
12d END NAILS AT EACH END
TRUSS TOP CHORD
ATTIC
OPTIONAL INSULATION, NOT REQUIRED
STUCCO CEILING ON TRUSSES PER
GENERAL NOTES, TEXTURE PER OWNER
SLOPE TOP TO DRAIN
#5 HOOP ATTOP AND MIDDLE OF
COLUMNS, TYP.
1/2" CEMENTITIOUS FINISH, TEXTURE TO
MATCH, PRIME AND PAINT TWO COATS EXT
PAINT PER OWNER
CLEAN -OUT AT EACH FILLED CELL FOR
INSPECTION, EITHER SIDE OF WALL
�4" THICK 3000 PSI CONC. SLAB W/ 6x6-
W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH
10 MIL VISQUEEN VAPOR
;BARRIER OVER TERMITE -
TREATED, WELL -COMPACTED
FILL
REINFORCED CONC. FOOTER
PER PLAN/SCHEDULE
MISSED STRAP DOES NOT LINE UP WITH TRUS
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ADD NEW CONNECTOR IN -
LIEU OF MISSED STRAP
WOOD TRUSS
IF MISSED CONNECTOR IS HETA 20, CONTRACTOR SHALL USE
(2) HTSM20 STRAPS W/ (4)'/4' X 2z/4" TITENS & (10)10dx1.5"
IF MISSED CONNECTOR IS (2) HETA 20s, CONTRACTOR SHALL USE
FGTR OR VGT PER MANUFACTURER REQUIREMENTS.
-�2 Missed Strap Detail
#5 BAR HORIZ. IN TOP NEW BEAM
COURSE
1' - 6"
#5 BAR HORIZ. IN BOTT.
OF PRECAST LINTEL
Beam Intersection Detail
S4:T 3/4" = 1'-0"
- 24" LONG #5 BAR D&E INTO (E)
FILLED CELL W/ 6" EMBED. AT BOND
BEAM
EXIST. MASONRY COLUMN/WALL
NOTCH BOTTOM 4" FOR BEARING
4" THICK, 4000 PSI CONC. W/ 6x6 -
NEW EXISTING
W1.4xW1.4 WWF OR FIBERMESH
OVER 6 MIL. VAPOR BARRIER OVER 12" #4 DOWEL BAR EPDXIED
TREATED, WELL COMPACTED FILL 6" INTO EXISTING AT 16" O.C. MAX.
& 12" FROM EDGES
6"x6" THICKENED EDGE EXISTING CONCRETE SLAB
AT PERIMETER
NOTE: WWF OR FIBERMESH IS NOT NEEDED FOR
REPAIRS UNDER 30"IN WIDTH.
SEE PLAN
F = FILLED WITH GROUT
U = UNFILLED
QUANTITY OF #5 FIELD ADDED
REBAR AT BOTTOM OF LINTEL
8F16-18/1T
NOMINAL WIDTH
QUANTITY OF #5 FIELD ADDED
REBAR AT TOP OF LINTEL
NOMINAL HEIGHT
15 s/s' ACTUAL
16" NOMINAL HEIGHT
s/
8" NOMINAL WIDTH
PROVIDE ADDITIONAL #5 BARS
THICKEN FOOTING A MIN. OF
12" BELOW PIPE MIN.
masoM
3/4" = 1'-0"
FF
#5 FIELD ADDED REBAR AT TOP PF
COMPOSITE U - LINTEL MIN. (1) REQD
1-1/2" CLEAR, TYP.
FIELD PLACED CMU
SOLID GROUT, TOP TO BOT.
#5 FIELD ADDED REBAR AT
BOTTOM OF U-LINTEL CAVITY
PRE -CAST REINFORCING PER
MANUFACTURER
Project Number:
18AO95
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Section and Details
S4.1
7 Footing Penetration Detail REVIEWED FOR
3/4" = I'_0" - _ _. - - CODE COMPLIANCE
ST. LUCIE COUNTY 6
OF 6
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VERIFY TYP. DET.
ON
IMS
VERIFY ALL DIMENSIONS & MATCH EXISTING
CONDITIONS AS TRUSS PLANS ARE BASED
FROM ORIGINAL PLANS
VERIFY HEEL HEIGHT, OVERHANG CONDITION,
OVERHANG LENGTH & PITCH OF TRUSSES MATCH
EXISTING CONDITIONS
TRUSSES ARE FLAT @ BRG.
VERIFY THERE IS NO INTERFERENCE W/ NEW
TRUSS SPACING AND EXISITING TRUSSES
HATCH LEGEND
8' 0" BRG.
F1
*NOTE: ALL TRUSS TO WALL AND/UR -1 RUSS TO
LEDGER CONNECTIONS BY BUILDER
a
(UNLESS NOTED OTHERWISE)
$
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BY BUILDER (UNLESS NOTED OTHERWISE)
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* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
D a$ iu y
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE
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BUILDING DESIGNER ISREPSONSIBLE FOR THE
a « ` o °E
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STRUCTURAL STABILITY OF THE ENTIRE
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o $ o � 2 b T
ENGINEERING DRAWINGS FOR GRAVITYAND UPLIFT
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E
DATE
BY
REMARKS
° : � 2 y
2 -9
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REVISE DIM_.O
1
6/6/19
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6/10/19
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6/11/19
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REWSED PLANE SPRINGING
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FROM 7XS. BEAM
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It is understood that above APPROVED
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y o $ $
conditions have been reviewed &
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are acceptable for the fabrication APPROVED AS
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at trusses, elevations, pitches, NOTED
N o w 3 E= s E
overhangs, fascias,ceiling ❑ REVISE AND
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elevations/pitches, bearing RESUBMIT
cdomm€�.c
; E o H E o E 0
conditions &all detail pertaining ❑REJECTED
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to this truss placement plan. No
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back charges will be accepted
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without previous written approval DATE
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from an A-1 Roof Trusses
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DATE
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CUSTOMER
LARRY NEESE'
wyN C O N-0« y9 IJ
4, D y
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STALHUTADDlTION
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NAME
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CITY
Fort Pierce
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COUNTY SAINT LUCIE a t
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TYPE # M c c o l d " r
SCANNED y co r n o 3> a
JOB 75828 MASTER St. Lucie County g y F= e a Q
n O C 2
m. c c o „ 8 ❑. N..3 c c c N
DRAWN SCALE w � 2 � E «4- iu
DATE 5/9/19 0 o ' 9
RJ NTS Z0 mm�O WG)a°au°io
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MTRUSSE', v EO t o o m
5 �2 A FLORIDA CORPORATION U)�;$ a o ac M a o
Ph 772-409-1010 / Fax 772-409-1015 — y ° ` 2 E " a
5' m c f0 O 0 'o
http://www.a1truss.com y g N U