-
WIND PRESSURE/SUCTION DIAGRAM
WIND DESIGN LOAD INFORMATION
EFFECTIVEWIND
AREA (SQ FT)
AREA
10
20
50
100
4
(-) (-)
(+) (-) (-)
(+)
(-) (+)
(+)
(-) (+)
(-)
(-) (+)
(+)
(+)
WIND PRESSURE & SUCTION(PSF)(+) VALUE DENOTES PRESSURE(-)
VALUE DENOTES SUCTION
5
GARAGE DOORS 16'-0" x 7'-0"9'-0" x 7'-0"
STANDARD DESIGN PRESSURE NOTES
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS ANDCLADDING WIND
PRESSURES AND SUCTIONS PER FLORIDABUILDING CODE 6th EDITION
(2017).
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOMEIS 15FT, 2
STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GETULTIMATE WIND
PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIORBUILDING
CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOROTHER DOOR SIZES,
OTHERWISE USE LOAD ASSOCIATEDWITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS140 MPH OR
GREATER IS CONSIDERED TO BE IN THEWIND-BOURNE DEBRIS REGION. GLAZED
OPENINGPROTECTION IS REQUIRED AND SHALL BE PROVIDED PERSECTION
R301.2.1.2 OF THE FLORIDA BUILDING CODE -RESIDENTIAL, CURRENT
EDITION.
WIND SPEED (ULTIMATE)
WIND SPEED (ALLOWABLE)
WIND EXPOSURERISK CATEGORY
ENCLOSURE CLASSIFICATIONINTERNAL PRESSURE COEFFICIENT
II
ENCLOSED+/- 0.18
DESIGN PRESSURES
a
55
54 4 a
5
a
BUILDING TYPE V B
WIND SPEED IS BASEDON LINEAR INTERPOLATION FOR THIS SITE.
28.332.129.7
140 mph108 mph
C
29.1
25.227.7 30.8
33.5
39.6
37.0
25.2
28.3
26.6
29.7
30.826.6
(+) 21.4(-) 23.8
(+) 22.3(-) 27.7
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST
95% OFMAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED
PROCTOR) MINIMUMBEARING CAPACITY 2000 PSF
GENERAL NOTES
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28
DAYS OF2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4%
AIR ENTRAINMENT,AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL
CONFORMING TOASTM A-615 GRADE 40 MIN.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-l85 FOR
6x6xW1.4xW1.4WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST
ONE CROSS WIRE WITHINTHE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE
USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION,
AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI
301.
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS
(EXCLUDINGBEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP
EXCLUDING BEND
AT EACH END SHALL BE PROVIDED.6. MINIMUM LAP SPLICES ON ALL
REINFORCING BARS SHALL BE 48 BAR DIAMETERS.7. SLAB ON GRADE,
REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB.
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER
(U.N.O.)2. STEEL BOLTS LESS THAN ONE-HALF-INCH (12.7 mm) IN
DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE-TREATED WOOD SHALL BE
OFHOT-DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON
BRONZEOR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A
153.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE
PERMITTED TO BEOF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH
COATING WEIGHTS INACCORDANCE WITH ASTM B 695, CLASS 55,
MINIMUM.
REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THEFLORIDA
BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULLLIST OF
REQUIREMENTS
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N,
TYPE 2,CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE
STRENGTH OF 2000PSI (f'm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C2703. HEAD
MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".4.
COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM
AGGREGATE
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.5.
VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH
CELLS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL
BEPLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE
FACE.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE
MASONRY/ BLOCKWALL AT THE TOP & BOTTOM & MAXIMUM 8'-0"
U.N.O. VERTICALLY. TIES TO THEFOOTING & LINTEL STEEL IS
ADEQUATE @ TOP & BOTTOM OF WALL; REBARPOSITIONERS IN MIDDLE OF
WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.8. HOOKS AT
THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING
BEND9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE.
EMBEDDED
ANCHORS OR EPOXY FASTENED STUDS SHALL BE USED.10. MASONRY ROUGH
OPENING TOLERANCES - 1/4" TO + 1/2"11. GROUT STOPS SHALL BE
PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF
GROUT INTOCELLS BELOW. THE USE OF FELT PAPER AS A STOP IS
PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY
DURINGCONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND
NOCONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST
EDITION.
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED
CELL W/EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER
CONCRETECONSOLIDATION.
1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST
EDITION.(NDS)
2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE-PINE-FIR
VISUALLYGRADED "No.1/No.2" BY NLGA, OR BETTER.
3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR
"MIXED"SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR
BETTER.
4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER,
REGARDLESS OFSPECIES, U.N.O. ON FRAMING PLANS OR DETAILS.
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS,
BEARINGWALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR
GABLE END BRACINGSHALL BE SPF#2 OR BETTER U.N.O..
6. END-JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD
BEARING(GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF
INSTALLED.
7. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF
PRESERVATIVE-TREATED WOODSHALL BE TREATED IN THE FIELD IN
ACCORDANCE WITH AWPA M4.
8. THE PORTIONS OF GLUED-LAMINATED TIMBERS THAT FORM THE
STRUCTURALSUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED
TO WEATHERAND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR
COVERING SHALL BEPRESSURE TREATED WITH PRESERVATIVE, OR BE
MANUFACTURED FROM NATURALLYDURABLE OR PRESERVATIVE-TREATED
WOOD.
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
(MOISTURECONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE
SAFETY SYSTEMS ARETHE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO
BE DESIGNED AND DETAILEDBY OTHERS.
10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES
IN THECENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION
SHIELDS. ALLHOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE
REPAIRED WITH SIMPSONHSS2 STUD SHOES, TYP U.N.O.
11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
CORROSIVETO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE
TYPE OF WOODTREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT
RESIST CORROSION.FOR EXAMPLE. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE
HOT-DIPPED GALVANIZED ORSTAINLESS STEEL FASTENERS. DOR SODIUM
BORATE (SBX) DOES NOT.
12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
MASONRYIS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST
EDITION OF THEAWPA U1 STANDARD.
13.UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE
ORMASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS
WITHOUTWOODEN TOP PLATES.
14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING
PATTERNS
60
60
40"
30
30
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,
UNDER STAIRSURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE
WITH 1/2-INCH(12.7MM) GYPSUM BOARD.
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL
CONNECTORS,METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE
MATERIALAND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE
DIFFERENT TYPESOF PRESSURE TREATED WOODS, AS PER THE FOLLOWING
GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE
AMINIMUM G50 ZINC COATING
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER
BORATE(NON-DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC
COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF
THEPRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL
TYPESOF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS
OFASTM F1667
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO
THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR
ANCHORS.UPLIFT
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR
BOLTS AREONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO
UPLIFT OR LATERALFORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS
EXPOSED TO UPLIFT FORCES.THE MEMBERS OF THESE WALLS WOULD NOT NEED
TO HAVE CONNECTORS APPLIED.PLEASE COORDINATE WITH THE TRUSS
ENGINEER FOR THE LOCATION OF THESE WALLSAND STRUCTURAL PLANS FOR
MORE INFO.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN
TRUSSES TODETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE
DESIGN TO BECALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS
SPECIFIED OTHERWISE BYTRUSS ENGINEER OF RECORD3. PREFABRICATED WOOD
TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THELATEST EDITION OF
ANSI TPI 1.4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
REQUIRED BY TRUSSMANUFACTURER UNLESS NOTED ON PLANS5. TRUSS
ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED
BYTRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS :TOP CHORD: Lr = 16 PSF
DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT
CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD)BOTTOM CHORD: DL
= 5 PSFMINIMUM FLOOR DESIGN LIVE LOADS:
A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY
> 100 SQ FT)C) DECKS = 40 PSF D) STAIRS = 40 PSFE) BONUS
ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:A) FLOORS = 15 PSF B)BALCONIES =
15 PSF
GENERAL LOADING:ATTIC WITHOUT STORAGE = 10 PSFATTIC WITH LIMITED
STORAGE = 20 PSFGUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50
PSFGUARDRAILS IN-FILL COMPONENTS = 50 PSFGENERAL TRUSS BRACING
& BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS
MANUFACTURER'S DWGS-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN
TRUSSES TO COMPLY W/ APA
RECOMMENDATIONS FOR MIN. 7/16” OSB SHEATHING-MIN 2x SYP #2
BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF
SHEATHING SPAN ISLESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2)
12d NAILS @ 12” O.C. MAX & 4” FROMEA. END. NOTE: PLYWOOD EDGES
@ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)12d TOENAILS
EACH END.
-TRUSS “X” BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM
VERT. TO EA. TRUSSMEMBER w/ (3) 12d NAILS. SPACE “X” BRACING ALONG
TRUSS SPAN @ 10'-0” MAX ANDEQUALLY SPACED FROM END OF TRUSS. “X”
BRACING TO START 20'-0” MAX FROM #1 HIPGIRDER AND / OR (4) BAYS
AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3FOR
ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD
BRACINGPERPENDICULAR TO TRUSS SPAN AT 15'-0” O.C. MAX W/IN TRUSS
SPAN OR PER TRUSSDESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH
TRUSS. OVERLAP BRACING AT LEASTONE TRUSS SPACE (24”) PLUS 6” MIN
PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS
TRUSS WEBSAS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. (“T”
BRACING MAY BE USED I.L.O.PEMANENT CLB IF IT EXTENDS MIN. 90% OF
THE TRUSS WEB (SEE WEB REINFORCEMENTTABLE WITHIN BCSI-B3).
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF
HEEL W/ (2) 12dTOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO
RAISED HEEL TRUSS ANDINDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT
IS LESS THAN 12” TALL: 2x4 SYP #2BEHIND THE TRUSS VERT. RUNNING
FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THENBOTTOM TO TOP W/ (2)
12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)DIAGONAL BRACING
REQUIRED AT CLB PER BCSI-B3.6. THE TRUSS MANUFACTURER SHALL
DETERMINE ALL SPANS, WORKING POINTS, BEARINGPOINTS, AND SIMILAR
CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALLBRACING
MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF
THECONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING
WALLS AREERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY
PER APPROVEDFRAMING PLANS / DETAILS ALONG W/ CONNECTOR &
COMPONENT MANUFACTURERS'SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY
BRACING & SHORING OF WALLS ANDFRAME MEMBERS IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
)
1.DRILL A 3/4" Ø HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR,
AND INSTALL #5 BARINTO EPOXY FILLED HOLE. EPOXY TO BE SIMPSON
STRONG TIE EPOXY OR EQ. FOLLOWMANU'S INSTRUCTIONS. ASSURE ALL DUST
AND DEBRIS FROM DRILLING ARE REMOVEDFROM HOLE w/ COMPRESSED AIR
PRIOR TO APPLYING EPOXY. ALLOW EPOXY TO CURE TOMANU'S
SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR.
USE30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR
DIAMETERS(EXCLUDINGBEND).
2.MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR
GREATER UPLIFT& LATERAL RESISTANCE VALUES IN FIELD WITHOUT
VERIFICATION, PROVIDED ALLMANUFACTURER'S INSTALLATION INSTRUCTIONS
ARE FOLLOWED.
3.2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM
BOARDS MAY BEUSED FOR RISERS & TREADS ILO 2x12'S (SEE GEN.
STAIR DETAIL SHEET FOR MORE INFO.)
4.WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON-LOAD BEARING
WALLS
5.-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPOXY
w/ SIMPSON SET EPOXY WITHMIN. 7" EMBEDMENT.-1/2"x6" SIMPSON TITEN
HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"J-BOLT.
TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6.-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED
(NO VERT. REINF. REQ'D)-FOR HEAD JOINTS GREATER THAN 3/4", GROUT
FILL CELL IN BLOCK AFFECTED ONEA.SIDE OF JOINT. PROVIDE (1) #5
VERT. REINF. IN EA. CELL CONT. PER PLAN.
**EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS
WELL AS 1st (2)COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN
THE SPECIFIED TOLERANCES,THE ADDED VERTICAL REINFORCEMENT IS NOT
REQ'D TO BE EPOXIED INTO TIE BEAM/FTG-FOR BLOCKS NOT STAGGERED,
GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5VERT. REINF. IN
EA. CELL, CONT. PER PLAN.
7. -FOR CMU OVERHANGING FOUNDATION
-
14.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT
ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL
JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THETHICKNESS OF THE SLAB.
FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED
METHOD.
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR
SILLS.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE
BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP
SPLICES SHALL BE NO LESS THAN 30".
PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESHPLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL.
VAPORBARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM,WHEN
FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH INCURRENT
CODE EDITION).
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO
BELAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITIONSECTION
R506.2.3 FOR REQUIRED LOCATIONS
6.
5.
4.
3.
1.
2.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY &
COUNTY CODES.
7.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE
RAISED AT LEAST 3" ABOVE THE FINISHED GRADEAND SHALL ALSO CONFORM
TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.
8.
NO WOOD STAKES PERMITTED IN FOUNDATION.9.
PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN.
SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP
LOCATIONS IF REQUIRED
10.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSAND
LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDFOOTING STEP
DOWN AND CORNER INFORMATION.
11.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL
BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/
EITHER MASONRY OR WOOD CONSTRUCTION
12.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERCOMPACTION: 2000
PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION
REQUIREMENTS). IF SOIL CONDITIONS IN THEPROJECT DO NOT MEET OR
EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE
ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF FOUNDATION
DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE
SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY
ASDETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ).THE FOUNDATION
SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A
MINIMUM SOIL BEARING CAPACITY OF 2000PSF.
13.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C.
TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL
CHART ON S3 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING
DEPTH OF STEMWALL.
14.
FOUNDATION NOTES:
FOOTING SCHEDULE12"x12"x12" dp w/ #5's EQUALLY SPACED EA.WAY
MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (2) # 5 E.W.
12"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (2) # 5 PARALLEL TO24" SIDE @3" O.C. & MIN(3) #5
PARALLEL TO 12"
SIDE @6" O.C.24"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN.
2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (3) # 5 E.W.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (10) # 5 E.W.
1
1A
2
2.3
2.5
2.6
3
3.5
3.5A
4
4A
4B
4.3
4.5
4.5A
5
5.5
15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN
THEHEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- ---CONTACT E.O.R.
PRIOR TO CONSTRUCTION
16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTINGSCHEDULE
SHALL BE INSTALLED WHERE THE DEPTH OF THEFOOTING WILL BE MEASURED
FROM THE LOWEST SLAB ELEVATIONMAINTAINING A MINIMUM DEPTH AS
SPECIFIED. THE FOUNDATIONPAD MAY BE INSTALLED DEEPER THAN THE
INDICATED PENDING SITECONDITIONS AND/OR LOCATIONS. CONTRACTOR TO
FIELD VERIFYALL MINIMUM FOUNDATION DIMENSIONS AND
REINFORCEMENTREQUIREMENTS ARE MET.
25'-8"
8"10'-0"
14'-4" 11'-4"
5'-4
"
4'-8
"7
'-4"
56'
-6"
74'
-0"
8"6
'-8"
2.5
MF01
S3
SF01
S3
MF01
S3
SF01
S3
MF08S3
MF08S3
2.5
3.5
5'-0
"6
'-8"
5'-8
"
17'
-4"MF01
S3
SF01S3
MF11S3
2.515'-0"
11'-7 3/4"7'-0 1/2"8'-5 3/4"
7'-4
1/2
"1
4'-7
1/2
"
4
2
32'
-4"
(2-S
TO
RY
FT
G)
19'
-10"
31'
-10"
3
7'-4
"
MF11S3
A/CPAD
CONC.PAD W/OPT DR.
MF02S3
SF02S3
MD01
SD1
2'-2"
20'-4"
40'-0"
8'-8
"
74'
-0"
40'-0"
3'-2
"2
'-4"
2.6
33'
-6"
(2-S
TO
RY
FT
G)
19'-8"
18'
-8"
(2-S
TO
RY
FT
G)
(-)0'-4" 1/8
" / F
T.
PIT
CH
4" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER
COMPACTED FILL.
1/8
" / F
T.
PIT
CH
(-)0'-4"
1/8
" / F
T.
PIT
CH (-)0'-4"
17'
-10"
3'-6"
2'-1
0"
MF06
S3
MF01S3
SF01S3
MF01S3
SF01
S3
MF02S3
SF02
S3
MF13S3
SF04S3 MD01
SD1
16'-0" 2'-2"
12'-4"
3'-2"6'-0"3'-2"
4"
6'-8"
4"
6'-2
"5
'-4"
11'
-6"
9'-2
"
11'-9 3/4"7'-0"12'-10"
14'-4"
12'-10"2" 1"
9'-3
"
3'-2
"
6'-0
"9
'-0"
14'
-2"
2.3
2.3
3
22
MF01S3
SF01S3
MF11
S3
MF01S3
SF01S3
MF01S3
SF01S3
SF01S3
MF01S3
MF01
S3
SF01S3
MF01
S3
SF01S3
MF01S3
SF01S3
MF01
S3
SF01
S3
MF08S3
MF06
S3
MF05
S3
MF03
S3
MF03
S3
4'-4
"
7'-4" (2-STORY FTG)
4'-6
1/2
"(2
-ST
OR
Y F
TG
)
3'-2
"2
'-4"
0'-0" FIN. FLR.
MF06
S3 MF06
S3
4'-8
"
2.6
7'-4"
(-)0'-4"
MF07
S3
SF03S3
5'-8"
27'
-4"
5'-8
"
MF03
S3
MD10S2A
MD10
S2A
SYMBOLS LEGEND
INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM.
INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM ( O.C. MAX U.N.O.)
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.GRADE 60
#5 CONT. FT.G TO TIE BEAM.
6'-0"
FO
UN
DA
TIO
N P
LAN
S1A
SH
EE
T T
ITLE
PR
OJE
CT
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQ-2171297
AS INDICATED
07/28/17
---
MCD
BLDG DESIGN:
DRAFTING:
----DESIGN:-STRUCT: DP
PA
RK
SQ
UA
RE
HO
ME
S3
14
5 V
EN
ICE
, E
LE
VA
TIO
N A
,B,C
CO
MM
UN
ITY
, L
OT
BR
YA
N E
. DA
HLK
E,
P.E
.
FLO
RID
A L
IC.
No
. 814
39
MO
NT
A C
ON
SU
LTIN
G &
DE
SIG
NO
F W
MR
AN
D A
SS
OC
IAT
ES
, LLC
CE
RT
.O
F A
UT
HO
RIZ
AT
ION
NO
. 917
71
035
GR
EE
NW
OO
D B
LV
D.,
SU
ITE
173
LA
KE
MA
RY
, F
L
3274
6P
HO
NE
: (4
07
) 68
1-19
17w
ww
.mo
nta
con
sulti
ng.c
om
PR
OJE
CT
SH
EE
T T
ITLE
DA
TE
RE
V.
DE
SC
RIP
TIO
N
TH
IS R
ES
IDE
NT
IAL
ST
RU
CT
UR
E I
S D
ES
IGN
ED
TO
WIT
HS
TA
ND
TH
E W
IND
LO
AD
ING
IM
PO
SE
D I
N A
CC
OR
DA
NC
E W
ITH
TH
E L
OC
AT
ION
OF
SA
ID S
TR
UC
TU
RE
, P
RO
VIS
ION
S O
F C
HA
PT
ER
3,
AN
D C
OM
PLI
ES
WIT
H A
LL
OT
HE
R P
RO
VIS
ION
S O
F T
HE
FL
OR
IDA
BU
ILD
ING
CO
DE
6T
H E
DIT
ION
(20
17)
- R
ES
IDE
NT
IAL
COPYRIGHT MCD 2015: The information contained in this document
is copyrighted and is the exclusive property of MONTA CONSULTING
& DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication,
or transfer of these documents without the expressed, written
consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
LLC is strictly prohibited.
1/4"=1'-0"
-
11'-7 3/4"7'-0 1/2"8'-5 3/4"
7'-4
1/2
"1
4'-7
1/2
"
4
2
32'
-4"
(2-S
TO
RY
FT
G)
19'
-10"
31'
-10"
3
7'-4
"
MF11S3
A/CPAD
CONC.PAD W/OPT DR.
MF02S3
SF02S3
MD01
SD1
2'-2"
20'-4"
40'-0"
8'-8
"
74'
-0"
40'-0"
3'-2
"2
'-4"
2.6
33'
-6"
(2-S
TO
RY
FT
G)
19'-8"
18'
-8"
(2-S
TO
RY
FT
G)
(-)0'-4" 1/8
" / F
T.
PIT
CH
4" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER
COMPACTED FILL.
1/8
" / F
T.
PIT
CH
(-)0'-4"
1/8
" / F
T.
PIT
CH (-)0'-4"
17'
-10"
3'-6"
2'-1
0"
MF06
S3
MF01S3
SF01S3
MF01S3
SF01
S3
MF02S3
SF02
S3
MF13S3
SF04S3 MD01
SD1
16'-0" 2'-2"
12'-4"
3'-2"6'-0"3'-2"
4"
6'-8"
4"
6'-2
"5
'-4"
11'
-6"
9'-2
"
11'-9 3/4"7'-0"12'-10"
14'-4"
12'-10"2" 1"
9'-3
"
3'-2
"
6'-0
"9
'-0"
14'
-2"
2.3
2.3
3
22
MF01S3
SF01S3
MF11
S3
MF01S3
SF01S3
MF01S3
SF01S3
SF01S3
MF01S3
MF01
S3
SF01S3
MF01
S3
SF01S3
MF01S3
SF01S3
MF01
S3
SF01
S3
MF08S3
MF06
S3
MF05
S3
MF03
S3
MF03
S3
4'-4
"
7'-4" (2-STORY FTG)
4'-6
1/2
"(2
-ST
OR
Y F
TG
)
3'-2
"2
'-4"
0'-0" FIN. FLR.
MF06
S3 MF06
S3
4'-8
"
2.6
7'-4"
25'-8"
8"15'-0"
14'-4" 11'-4"
5'-4
"
12'
-0"
56'
-6"
74'
-0"
8"1
1'-4
"
2.5
MF01
S3
SF01
S3
MF01
S3
SF01
S3
MF08S3
MF08S3
2.5
10'-0"
2.5
4A
7'-0
"1
0'-4
"
17'
-4"
MF01
S3
SF01
S3
MF11S3
2.5
MF08S3
(-)0'-4"
MF07
S3
SF03S3
5'-8"
27'
-4"
5'-8
"
MF03
S3
MD10S2A.1
MD10
S2A.1
14.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT
ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL
JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THETHICKNESS OF THE SLAB.
FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED
METHOD.
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR
SILLS.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE
BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP
SPLICES SHALL BE NO LESS THAN 30".
PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESHPLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL.
VAPORBARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM,WHEN
FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH INCURRENT
CODE EDITION).
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO
BELAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITIONSECTION
R506.2.3 FOR REQUIRED LOCATIONS
6.
5.
4.
3.
1.
2.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY &
COUNTY CODES.
7.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE
RAISED AT LEAST 3" ABOVE THE FINISHED GRADEAND SHALL ALSO CONFORM
TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.
8.
NO WOOD STAKES PERMITTED IN FOUNDATION.9.
PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN.
SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP
LOCATIONS IF REQUIRED
10.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSAND
LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDFOOTING STEP
DOWN AND CORNER INFORMATION.
11.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL
BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/
EITHER MASONRY OR WOOD CONSTRUCTION
12.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERCOMPACTION: 2000
PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION
REQUIREMENTS). IF SOIL CONDITIONS IN THEPROJECT DO NOT MEET OR
EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE
ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF FOUNDATION
DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE
SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY
ASDETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ).THE FOUNDATION
SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A
MINIMUM SOIL BEARING CAPACITY OF 2000PSF.
13.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C.
TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL
CHART ON S3 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING
DEPTH OF STEMWALL.
14.
FOUNDATION NOTES:
FOOTING SCHEDULE12"x12"x12" dp w/ #5's EQUALLY SPACED EA.WAY
MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (2) # 5 E.W.
12"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (2) # 5 PARALLEL TO24" SIDE @3" O.C. & MIN(3) #5
PARALLEL TO 12"
SIDE @6" O.C.24"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN.
2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (3) # 5 E.W.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (10) # 5 E.W.
1
1A
2
2.3
2.5
2.6
3
3.5
3.5A
4
4A
4B
4.3
4.5
4.5A
5
5.5
15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN
THEHEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- ---CONTACT E.O.R.
PRIOR TO CONSTRUCTION
16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTINGSCHEDULE
SHALL BE INSTALLED WHERE THE DEPTH OF THEFOOTING WILL BE MEASURED
FROM THE LOWEST SLAB ELEVATIONMAINTAINING A MINIMUM DEPTH AS
SPECIFIED. THE FOUNDATIONPAD MAY BE INSTALLED DEEPER THAN THE
INDICATED PENDING SITECONDITIONS AND/OR LOCATIONS. CONTRACTOR TO
FIELD VERIFYALL MINIMUM FOUNDATION DIMENSIONS AND
REINFORCEMENTREQUIREMENTS ARE MET.
SYMBOLS LEGEND
INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM.
INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM ( O.C. MAX U.N.O.)
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.GRADE 60
#5 CONT. FT.G TO TIE BEAM.
6'-0"
FO
UN
DA
TIO
N P
LAN
S1A
SH
EE
T T
ITLE
PR
OJE
CT
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQ-2171297
AS INDICATED
07/28/17
---
MCD
BLDG DESIGN:
DRAFTING:
----DESIGN:-STRUCT: DP
PA
RK
SQ
UA
RE
HO
ME
S3
14
5 V
EN
ICE
, E
LE
VA
TIO
N A
,B,C
CO
MM
UN
ITY
, L
OT
BR
YA
N E
. DA
HLK
E,
P.E
.
FLO
RID
A L
IC.
No
. 814
39
MO
NT
A C
ON
SU
LTIN
G &
DE
SIG
NO
F W
MR
AN
D A
SS
OC
IAT
ES
, LLC
CE
RT
.O
F A
UT
HO
RIZ
AT
ION
NO
. 917
71
035
GR
EE
NW
OO
D B
LV
D.,
SU
ITE
173
LA
KE
MA
RY
, F
L
3274
6P
HO
NE
: (4
07
) 68
1-19
17w
ww
.mo
nta
con
sulti
ng.c
om
PR
OJE
CT
SH
EE
T T
ITLE
DA
TE
RE
V.
DE
SC
RIP
TIO
N
TH
IS R
ES
IDE
NT
IAL
ST
RU
CT
UR
E I
S D
ES
IGN
ED
TO
WIT
HS
TA
ND
TH
E W
IND
LO
AD
ING
IM
PO
SE
D I
N A
CC
OR
DA
NC
E W
ITH
TH
E L
OC
AT
ION
OF
SA
ID S
TR
UC
TU
RE
, P
RO
VIS
ION
S O
F C
HA
PT
ER
3,
AN
D C
OM
PLI
ES
WIT
H A
LL
OT
HE
R P
RO
VIS
ION
S O
F T
HE
FL
OR
IDA
BU
ILD
ING
CO
DE
6T
H E
DIT
ION
(20
17)
- R
ES
IDE
NT
IAL
COPYRIGHT MCD 2015: The information contained in this document
is copyrighted and is the exclusive property of MONTA CONSULTING
& DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication,
or transfer of these documents without the expressed, written
consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
LLC is strictly prohibited.
1/4"=1'-0"
-
25'-8"
8"10'-0"
14'-4" 11'-4"
5'-4
"
4'-8
"7
'-4"
56'
-6"
74'
-0"
8"6
'-8"
2.5
MF01
S3
SF01
S3
MF01
S3
SF01
S3
MF08S3
MF08S3
2.5
3.5
5'-0
"6
'-8"
5'-8
"
17'
-4"MF01
S3
SF01S3
MF11S3
2.515'-0"
11'-7 3/4"7'-0 1/2"8'-5 3/4"
7'-4
1/2
"1
4'-7
1/2
"
4
2
32'
-4"
(2-S
TO
RY
FT
G)
19'
-10"
31'
-10"
3
7'-4
"
MF11S3
(-)0'-4" 1/8
" / F
T.
PIT
CH
4" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER
COMPACTED FILL.
1/8
" / F
T.
PIT
CH
(-)0'-4"
1/8
" / F
T.
PIT
CH (-)0'-4"
17'
-10"
3'-6"
2'-1
0"
MF06
S3
MF01S3
SF01S3
MF01S3
SF01
S3
MF02S3
SF02
S3
MF13S3
SF04S3 MD01
SD1
16'-0" 2'-2"
12'-4"
3'-2"6'-0"3'-2"
4"
6'-8"
4"
6'-2
"5
'-4"
11'
-6"
9'-2
"
11'-9 3/4"7'-0"12'-10"
14'-4"
12'-10"2" 1"
9'-3
"
3'-2
"
6'-0
"9
'-0"
14'
-2"
2.3
2.3
3
22
MF01S3
SF01S3
MF11
S3
MF01S3
SF01S3
MF01S3
SF01S3
SF01S3
MF01S3
MF01
S3
SF01S3
MF01
S3
SF01S3
MF01S3
SF01S3
MF01
S3
SF01
S3
MF08S3
MF06
S3
MF05
S3
MF03
S3
MF03
S3
4'-4
"
7'-4" (2-STORY FTG)
4'-6
1/2
"(2
-ST
OR
Y F
TG
)
3'-2
"2
'-4"
0'-0" FIN. FLR.
MF06
S3 MF06
S3
4'-8
"
2.6
7'-4"
A/CPAD
CONC.PAD W/OPT DR.
MF02S3
SF02
S3
MD01
SD1
30'-4"
50'-0"
1'-0
"
74'
-0"
50'-0"
17'
-4"
55'
-8"
MD01
SD1
MD01
SD1
4
10'-4"
MF13
S3
SF04
S3
MF02S3
SF02S3
10'-0"
1'-4"8'-0" 8" 2'-2"
3
9'-8"
29'-8"
10"
MF11
S3@ OPTDOOR
10'-0" 20'-4"
(-)0'-4"
MF07
S3
SF03S3
5'-8"
27'
-4"
5'-8
"
MF03
S3
MD10S2A.2
MD10
S2A.2
23'
-10"
(2
-ST
OR
Y F
TG
)
14.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT
ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL
JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THETHICKNESS OF THE SLAB.
FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED
METHOD.
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR
SILLS.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE
BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP
SPLICES SHALL BE NO LESS THAN 30".
PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESHPLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL.
VAPORBARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM,WHEN
FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH INCURRENT
CODE EDITION).
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO
BELAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITIONSECTION
R506.2.3 FOR REQUIRED LOCATIONS
6.
5.
4.
3.
1.
2.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY &
COUNTY CODES.
7.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE
RAISED AT LEAST 3" ABOVE THE FINISHED GRADEAND SHALL ALSO CONFORM
TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.
8.
NO WOOD STAKES PERMITTED IN FOUNDATION.9.
PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN.
SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP
LOCATIONS IF REQUIRED
10.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSAND
LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDFOOTING STEP
DOWN AND CORNER INFORMATION.
11.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL
BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/
EITHER MASONRY OR WOOD CONSTRUCTION
12.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERCOMPACTION: 2000
PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION
REQUIREMENTS). IF SOIL CONDITIONS IN THEPROJECT DO NOT MEET OR
EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE
ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF FOUNDATION
DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE
SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY
ASDETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ).THE FOUNDATION
SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A
MINIMUM SOIL BEARING CAPACITY OF 2000PSF.
13.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C.
TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL
CHART ON S3 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING
DEPTH OF STEMWALL.
14.
FOUNDATION NOTES:
FOOTING SCHEDULE12"x12"x12" dp w/ #5's EQUALLY SPACED EA.WAY
MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (2) # 5 E.W.
12"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (2) # 5 PARALLEL TO24" SIDE @3" O.C. & MIN(3) #5
PARALLEL TO 12"
SIDE @6" O.C.24"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN.
2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (3) # 5 E.W.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (10) # 5 E.W.
1
1A
2
2.3
2.5
2.6
3
3.5
3.5A
4
4A
4B
4.3
4.5
4.5A
5
5.5
15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN
THEHEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- ---CONTACT E.O.R.
PRIOR TO CONSTRUCTION
16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTINGSCHEDULE
SHALL BE INSTALLED WHERE THE DEPTH OF THEFOOTING WILL BE MEASURED
FROM THE LOWEST SLAB ELEVATIONMAINTAINING A MINIMUM DEPTH AS
SPECIFIED. THE FOUNDATIONPAD MAY BE INSTALLED DEEPER THAN THE
INDICATED PENDING SITECONDITIONS AND/OR LOCATIONS. CONTRACTOR TO
FIELD VERIFYALL MINIMUM FOUNDATION DIMENSIONS AND
REINFORCEMENTREQUIREMENTS ARE MET.
SYMBOLS LEGEND
INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM.
INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM ( O.C. MAX U.N.O.)
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.GRADE 60
#5 CONT. FT.G TO TIE BEAM.
6'-0"
FO
UN
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LAN
S1A
SH
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ITLE
PR
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STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQ-2171297
AS INDICATED
07/28/17
---
MCD
BLDG DESIGN:
DRAFTING:
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COPYRIGHT MCD 2015: The information contained in this document
is copyrighted and is the exclusive property of MONTA CONSULTING
& DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication,
or transfer of these documents without the expressed, written
consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
LLC is strictly prohibited.
1/4"=1'-0"
-
(-)0'-4" 1/8
" / F
T.
PIT
CH
4" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER
COMPACTED FILL.
1/8
" / F
T.
PIT
CH
(-)0'-4"
1/8
" / F
T.
PIT
CH (-)0'-4"
17'
-10"
3'-6"
2'-1
0"
MF06
S3
MF01S3
SF01S3
MF01S3
SF01
S3
MF02S3
SF02
S3
MF13S3
SF04S3 MD01
SD1
16'-0" 2'-2"
12'-4"
3'-2"6'-0"3'-2"
4"
6'-8"
4"
6'-2
"5
'-4"
11'
-6"
9'-2
"
11'-9 3/4"7'-0"12'-10"
14'-4"
12'-10"2" 1"
9'-3
"
3'-2
"
6'-0
"9
'-0"
14'
-2"
2.3
2.3
3
22
MF01S3
SF01S3
MF11
S3
MF01S3
SF01S3
MF01S3
SF01S3
SF01S3
MF01S3
MF01
S3
SF01S3
MF01
S3
SF01S3
MF01S3
SF01S3
MF01
S3
SF01
S3
MF08S3
MF06
S3
MF05
S3
MF03
S3
MF03
S3
4'-4
"
7'-4" (2-STORY FTG)
4'-6
1/2
"(2
-ST
OR
Y F
TG
)
3'-2
"2
'-4"
0'-0" FIN. FLR.
MF06
S3 MF06
S3
4'-8
"
2.6
7'-4"
A/CPAD
CONC.PAD W/OPT DR.
MF02S3
SF02S3
MD01
SD1
2'-2"
20'-4"
40'-0"
8'-8
"
74'
-0"
40'-0"
3'-2
"2
'-4"
2.6
33'
-6"
(2-S
TO
RY
FT
G)
19'-8"
18'
-8"
(2-S
TO
RY
FT
G)
11'-9 3/4"8'-5 3/4"
2
52'
-2"
(2-S
TO
RY
FT
G)
4'-1
1/2
"4'-8
"
13'-10"
13'
-2"
MF06
S3
MF06
S3
MF11S3
10"12'-8"
10"
33
2
2
2'-4
"
3.5A
1'-0
"
3.5
3'-4
"
25'-8"
8"10'-0"
14'-4" 11'-4"
5'-4
"
4'-8
"7
'-4"
56'
-6"
74'
-0"
8"6
'-8"
2.5
MF01
S3
SF01
S3
MF01
S3
SF01
S3
MF08S3
MF08S3
2.5
3.5
5'-0
"6
'-8"
5'-8
"
17'
-4"MF01
S3
SF01S3
MF11S3
2.515'-0"
(-)0'-4"
MF07
S3
SF03S3
5'-8"
27'
-4"
5'-8
"
MF03
S3
MD10S2A
MD10
S2A
14.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT
ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL
JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THETHICKNESS OF THE SLAB.
FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED
METHOD.
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR
SILLS.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE
BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP
SPLICES SHALL BE NO LESS THAN 30".
PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESHPLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL.
VAPORBARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM,WHEN
FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH INCURRENT
CODE EDITION).
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO
BELAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITIONSECTION
R506.2.3 FOR REQUIRED LOCATIONS
6.
5.
4.
3.
1.
2.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY &
COUNTY CODES.
7.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE
RAISED AT LEAST 3" ABOVE THE FINISHED GRADEAND SHALL ALSO CONFORM
TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.
8.
NO WOOD STAKES PERMITTED IN FOUNDATION.9.
PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN.
SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP
LOCATIONS IF REQUIRED
10.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSAND
LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDFOOTING STEP
DOWN AND CORNER INFORMATION.
11.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL
BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/
EITHER MASONRY OR WOOD CONSTRUCTION
12.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERCOMPACTION: 2000
PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION
REQUIREMENTS). IF SOIL CONDITIONS IN THEPROJECT DO NOT MEET OR
EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE
ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF FOUNDATION
DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE
SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY
ASDETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ).THE FOUNDATION
SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A
MINIMUM SOIL BEARING CAPACITY OF 2000PSF.
13.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C.
TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL
CHART ON S3 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING
DEPTH OF STEMWALL.
14.
FOUNDATION NOTES:
FOOTING SCHEDULE12"x12"x12" dp w/ #5's EQUALLY SPACED EA.WAY
MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (2) # 5 E.W.
12"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (2) # 5 PARALLEL TO24" SIDE @3" O.C. & MIN(3) #5
PARALLEL TO 12"
SIDE @6" O.C.24"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN.
2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (3) # 5 E.W.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (10) # 5 E.W.
1
1A
2
2.3
2.5
2.6
3
3.5
3.5A
4
4A
4B
4.3
4.5
4.5A
5
5.5
15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN
THEHEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- ---CONTACT E.O.R.
PRIOR TO CONSTRUCTION
16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTINGSCHEDULE
SHALL BE INSTALLED WHERE THE DEPTH OF THEFOOTING WILL BE MEASURED
FROM THE LOWEST SLAB ELEVATIONMAINTAINING A MINIMUM DEPTH AS
SPECIFIED. THE FOUNDATIONPAD MAY BE INSTALLED DEEPER THAN THE
INDICATED PENDING SITECONDITIONS AND/OR LOCATIONS. CONTRACTOR TO
FIELD VERIFYALL MINIMUM FOUNDATION DIMENSIONS AND
REINFORCEMENTREQUIREMENTS ARE MET.
SYMBOLS LEGENDBARS & 3" MIN. COVER TO EDGE OF CONC.
INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM.
INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM ( O.C. MAX U.N.O.)
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.GRADE 60
#5 CONT. FT.G TO TIE BEAM.
6'-0"
FO
UN
DA
TIO
N P
LAN
S1A
SH
EE
T T
ITLE
PR
OJE
CT
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQ-2171297
AS INDICATED
07/28/17
---
MCD
BLDG DESIGN:
DRAFTING:
----DESIGN:-STRUCT: DP
PA
RK
SQ
UA
RE
HO
ME
S3
14
5 V
EN
ICE
, E
LE
VA
TIO
N A
,B,C
CO
MM
UN
ITY
, L
OT
BR
YA
N E
. DA
HLK
E,
P.E
.
FLO
RID
A L
IC.
No
. 814
39
MO
NT
A C
ON
SU
LTIN
G &
DE
SIG
NO
F W
MR
AN
D A
SS
OC
IAT
ES
, LLC
CE
RT
.O
F A
UT
HO
RIZ
AT
ION
NO
. 917
71
035
GR
EE
NW
OO
D B
LV
D.,
SU
ITE
173
LA
KE
MA
RY
, F
L
3274
6P
HO
NE
: (4
07
) 68
1-19
17w
ww
.mo
nta
con
sulti
ng.c
om
PR
OJE
CT
SH
EE
T T
ITLE
DA
TE
RE
V.
DE
SC
RIP
TIO
N
TH
IS R
ES
IDE
NT
IAL
ST
RU
CT
UR
E I
S D
ES
IGN
ED
TO
WIT
HS
TA
ND
TH
E W
IND
LO
AD
ING
IM
PO
SE
D I
N A
CC
OR
DA
NC
E W
ITH
TH
E L
OC
AT
ION
OF
SA
ID S
TR
UC
TU
RE
, P
RO
VIS
ION
S O
F C
HA
PT
ER
3,
AN
D C
OM
PLI
ES
WIT
H A
LL
OT
HE
R P
RO
VIS
ION
S O
F T
HE
FL
OR
IDA
BU
ILD
ING
CO
DE
6T
H E
DIT
ION
(20
17)
- R
ES
IDE
NT
IAL
COPYRIGHT MCD 2015: The information contained in this document
is copyrighted and is the exclusive property of MONTA CONSULTING
& DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication,
or transfer of these documents without the expressed, written
consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
LLC is strictly prohibited.
1/4"=1'-0"
-
(-)0'-4" 1/8
" / F
T.
PIT
CH
4" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER
COMPACTED FILL.
1/8
" / F
T.
PIT
CH
(-)0'-4"
1/8
" / F
T.
PIT
CH (-)0'-4"
17'
-10"
3'-6"
2'-1
0"
MF06
S3
MF01S3
SF01S3
MF01S3
SF01
S3
MF02S3
SF02
S3
MF13S3
SF04S3 MD01
SD1
16'-0" 2'-2"
12'-4"
3'-2"6'-0"3'-2"
4"
6'-8"
4"
6'-2
"5
'-4"
11'
-6"
9'-2
"
11'-9 3/4"7'-0"12'-10"
14'-4"
12'-10"2" 1"
9'-3
"
3'-2
"
6'-0
"9
'-0"
14'
-2"
2.3
2.3
3
22
MF01S3
SF01S3
MF11
S3
MF01S3
SF01S3
MF01S3
SF01S3
SF01S3
MF01S3
MF01
S3
SF01S3
MF01
S3
SF01S3
MF01S3
SF01S3
MF01
S3
SF01
S3
MF08S3
MF06
S3
MF05
S3
MF03
S3
MF03
S3
4'-4
"
7'-4" (2-STORY FTG)
4'-6
1/2
"(2
-ST
OR
Y F
TG
)
3'-2
"2
'-4"
0'-0" FIN. FLR.
MF06
S3 MF06
S3
4'-8
"
2.6
7'-4"
A/CPAD
CONC.PAD W/OPT DR.
MF02S3
SF02S3
MD01
SD1
2'-2"
20'-4"
40'-0"
8'-8
"
74'
-0"
40'-0"
3'-2
"2
'-4"
2.6
33'
-6"
(2-S
TO
RY
FT
G)
19'-8"
18'
-8"
(2-S
TO
RY
FT
G)
11'-9 3/4"8'-5 3/4"
2
52'
-2"
(2-S
TO
RY
FT
G)
4'-1
1/2
"4'-8
"
13'-10"
13'
-2"
MF06
S3
MF06
S3
MF11S3
10"12'-8"
10"
33
2
2
2'-4
"
3.5A
1'-0
"
3.5
3'-4
"
(-)0'-4"
MF07
S3
SF03S3
5'-8"
27'
-4"
5'-8
"
MF03
S3
25'-8"
8"15'-0"
14'-4" 11'-4"
5'-4
"
12'
-0"
56'
-6"
74'
-0"
8"1
1'-4
"
2.5
MF01
S3
SF01
S3
MF01
S3
SF01
S3
MF08S3
MF08S3
2.5
10'-0"
2.5
4A
7'-0
"1
0'-4
"
17'
-4"
MF01
S3
SF01
S3
MF11S3
2.5
MF08S3
MD10S2A.1
MD10
S2A.1
14.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT
ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL
JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THETHICKNESS OF THE SLAB.
FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED
METHOD.
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR
SILLS.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE
BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP
SPLICES SHALL BE NO LESS THAN 30".
PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESHPLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL.
VAPORBARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM,WHEN
FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH INCURRENT
CODE EDITION).
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO
BELAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITIONSECTION
R506.2.3 FOR REQUIRED LOCATIONS
6.
5.
4.
3.
1.
2.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY &
COUNTY CODES.
7.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE
RAISED AT LEAST 3" ABOVE THE FINISHED GRADEAND SHALL ALSO CONFORM
TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.
8.
NO WOOD STAKES PERMITTED IN FOUNDATION.9.
PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN.
SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP
LOCATIONS IF REQUIRED
10.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSAND
LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDFOOTING STEP
DOWN AND CORNER INFORMATION.
11.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL
BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/
EITHER MASONRY OR WOOD CONSTRUCTION
12.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERCOMPACTION: 2000
PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION
REQUIREMENTS). IF SOIL CONDITIONS IN THEPROJECT DO NOT MEET OR
EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE
ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF FOUNDATION
DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE
SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY
ASDETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ).THE FOUNDATION
SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A
MINIMUM SOIL BEARING CAPACITY OF 2000PSF.
13.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C.
TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL
CHART ON S3 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING
DEPTH OF STEMWALL.
14.
FOUNDATION NOTES:
FOOTING SCHEDULE12"x12"x12" dp w/ #5's EQUALLY SPACED EA.WAY
MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (2) # 5 E.W.
12"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (2) # 5 PARALLEL TO24" SIDE @3" O.C. & MIN(3) #5
PARALLEL TO 12"
SIDE @6" O.C.24"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN.
2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (3) # 5 E.W.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (10) # 5 E.W.
1
1A
2
2.3
2.5
2.6
3
3.5
3.5A
4
4A
4B
4.3
4.5
4.5A
5
5.5
15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN
THEHEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- ---CONTACT E.O.R.
PRIOR TO CONSTRUCTION
16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTINGSCHEDULE
SHALL BE INSTALLED WHERE THE DEPTH OF THEFOOTING WILL BE MEASURED
FROM THE LOWEST SLAB ELEVATIONMAINTAINING A MINIMUM DEPTH AS
SPECIFIED. THE FOUNDATIONPAD MAY BE INSTALLED DEEPER THAN THE
INDICATED PENDING SITECONDITIONS AND/OR LOCATIONS. CONTRACTOR TO
FIELD VERIFYALL MINIMUM FOUNDATION DIMENSIONS AND
REINFORCEMENTREQUIREMENTS ARE MET.
SYMBOLS LEGENDBARS & 3" MIN. COVER TO EDGE OF CONC.
INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM.
INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM ( O.C. MAX U.N.O.)
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.GRADE 60
#5 CONT. FT.G TO TIE BEAM.
6'-0"
FO
UN
DA
TIO
N P
LAN
S1A
SH
EE
T T
ITLE
PR
OJE
CT
STRUCTURAL ENG:
QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQ-2171297
AS INDICATED
07/28/17
---
MCD
BLDG DESIGN:
DRAFTING:
----DESIGN:-STRUCT: DP
PA
RK
SQ
UA
RE
HO
ME
S3
14
5 V
EN
ICE
, E
LE
VA
TIO
N A
,B,C
CO
MM
UN
ITY
, L
OT
BR
YA
N E
. DA
HLK
E,
P.E
.
FLO
RID
A L
IC.
No
. 814
39
MO
NT
A C
ON
SU
LTIN
G &
DE
SIG
NO
F W
MR
AN
D A
SS
OC
IAT
ES
, LLC
CE
RT
.O
F A
UT
HO
RIZ
AT
ION
NO
. 917
71
035
GR
EE
NW
OO
D B
LV
D.,
SU
ITE
173
LA
KE
MA
RY
, F
L
3274
6P
HO
NE
: (4
07
) 68
1-19
17w
ww
.mo
nta
con
sulti
ng.c
om
PR
OJE
CT
SH
EE
T T
ITLE
DA
TE
RE
V.
DE
SC
RIP
TIO
N
TH
IS R
ES
IDE
NT
IAL
ST
RU
CT
UR
E I
S D
ES
IGN
ED
TO
WIT
HS
TA
ND
TH
E W
IND
LO
AD
ING
IM
PO
SE
D I
N A
CC
OR
DA
NC
E W
ITH
TH
E L
OC
AT
ION
OF
SA
ID S
TR
UC
TU
RE
, P
RO
VIS
ION
S O
F C
HA
PT
ER
3,
AN
D C
OM
PLI
ES
WIT
H A
LL
OT
HE
R P
RO
VIS
ION
S O
F T
HE
FL
OR
IDA
BU
ILD
ING
CO
DE
6T
H E
DIT
ION
(20
17)
- R
ES
IDE
NT
IAL
COPYRIGHT MCD 2015: The information contained in this document
is copyrighted and is the exclusive property of MONTA CONSULTING
& DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication,
or transfer of these documents without the expressed, written
consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
LLC is strictly prohibited.
1/4"=1'-0"
-
(-)0'-4" 1/8
" / F
T.
PIT
CH
4" THICK CONC. SLAB W/FIBERMESH. OVER 6 MIL VAPORBARRIER OVER
COMPACTED FILL.
1/8
" / F
T.
PIT
CH
(-)0'-4"
1/8
" / F
T.
PIT
CH (-)0'-4"
17'
-10"
3'-6"
2'-1
0"
MF06
S3
MF01S3
SF01S3
MF01S3
SF01
S3
MF02S3
SF02
S3
MF13S3
SF04S3 MD01
SD1
16'-0" 2'-2"
12'-4"
3'-2"6'-0"3'-2"
4"
6'-8"
4"
6'-2
"5
'-4"
11'
-6"
9'-2
"
11'-9 3/4"7'-0"12'-10"
14'-4"
12'-10"2" 1"
9'-3
"
3'-2
"
6'-0
"9
'-0"
14'
-2"
2.3
2.3
3
22
MF01S3
SF01S3
MF11
S3
MF01S3
SF01S3
MF01S3
SF01S3
SF01S3
MF01S3
MF01
S3
SF01S3
MF01
S3
SF01S3
MF01S3
SF01S3
MF01
S3
SF01
S3
MF08S3
MF06
S3
MF05
S3
MF03
S3
MF03
S3
4'-4
"
7'-4" (2-STORY FTG)
4'-6
1/2
"(2
-ST
OR
Y F
TG
)
3'-2
"2
'-4"
0'-0" FIN. FLR.
MF06
S3 MF06
S3
4'-8
"
2.6
7'-4"
A/CPAD
CONC.PAD W/OPT DR.
MF02S3
SF02
S3
MD01
SD1
30'-4"
50'-0"
1'-0
"
74'
-0"
50'-0"
17'
-4"
55'
-8"
MD01
SD1
MD01
SD1
4
10'-4"
MF13
S3
SF04
S3
MF02S3
SF02S3
10'-0"
1'-4"8'-0" 8" 2'-2"
3
9'-8"
29'-8"
10"
MF11
S3@ OPTDOOR
10'-0" 20'-4"
(-)0'-4"
MF07
S3
SF03S3
5'-8"
27'
-4"
5'-8
"
MF03
S3
11'-9 3/4"8'-5 3/4"
2
52'
-2"
(2-S
TO
RY
FT
G)
4'-1
1/2
"4'-8
"
13'-10"
13'
-2"
MF06
S3
MF06
S3
MF11S3
10"12'-8"
10"
33
2
2
2'-4
"
3.5A
1'-0
"
3.5
3'-4
"
42'
-6"
(2-S
TO
RY
FT
G)
25'-8"
8"15'-0"
14'-4" 11'-4"
5'-4
"
12'
-0"
56'
-6"
74'
-0"
8"1
1'-4
"
2.5
MF01
S3
SF01
S3
MF01
S3
SF01
S3
MF08S3
MF08S3
2.5
10'-0"
2.5
4A
7'-0
"1
0'-4
"
17'
-4"
MF01
S3
SF01
S3
MF11S3
2.5
MF08S3
MD10
S2A
14.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT
ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL
JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THETHICKNESS OF THE SLAB.
FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED
METHOD.
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR
SILLS.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE
BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP
SPLICES SHALL BE NO LESS THAN 30".
PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESHPLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL.
VAPORBARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM,WHEN
FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH INCURRENT
CODE EDITION).
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO
BELAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITIONSECTION
R506.2.3 FOR REQUIRED LOCATIONS
6.
5.
4.
3.
1.
2.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY &
COUNTY CODES.
7.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE
RAISED AT LEAST 3" ABOVE THE FINISHED GRADEAND SHALL ALSO CONFORM
TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.
8.
NO WOOD STAKES PERMITTED IN FOUNDATION.9.
PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPEDDOWN.
SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TODETERMINE STEP
LOCATIONS IF REQUIRED
10.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSAND
LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARDFOOTING STEP
DOWN AND CORNER INFORMATION.
11.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCESHALL
BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCHPLATFORM w/
EITHER MASONRY OR WOOD CONSTRUCTION
12.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERCOMPACTION: 2000
PSF (SEE SOILS REPORT AND SPECIFICATIONSFOR COMPACTION
REQUIREMENTS). IF SOIL CONDITIONS IN THEPROJECT DO NOT MEET OR
EXCEED THE CAPACITY, THE GENERALCONTRACTOR SHALL CONTACT THE
ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF FOUNDATION
DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE
SOILS,COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY
ASDETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ).THE FOUNDATION
SIZES INDICATED ON THE FOUNDATION PLAN HASBEEN DESIGNED FOR A
MINIMUM SOIL BEARING CAPACITY OF 2000PSF.
13.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C.
TODETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEESTEMWALL
CHART ON S3 FOR REQUIRED REINFORCEMENT ANDFOOTING SIZES PENDING
DEPTH OF STEMWALL.
14.
FOUNDATION NOTES:
FOOTING SCHEDULE12"x12"x12" dp w/ #5's EQUALLY SPACED EA.WAY
MIN. 2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (2) # 5 E.W.
12"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (2) # 5 PARALLEL TO24" SIDE @3" O.C. & MIN(3) #5
PARALLEL TO 12"
SIDE @6" O.C.24"x24"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN.
2" HORIZ. CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF
CONC.
MIN (3) # 5 E.W.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (4) # 5 E.W.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
36"x36"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (5) # 5 E.W.
42"x42"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
42"x42"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (6) # 5 E.W.
48"x48"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x16" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
48"x48"x24" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
52"x52"x12" dp w/ #5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (7) # 5 E.W.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (8) # 5 E.W.
54"x54"x24" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (9) # 5 E.W.
66"x66"x16" dp w/#5's EQUALLY SPACED EA.WAY MIN. 2" HORIZ.
CLEARANCE BETWEENBARS & 3" MIN. COVER TO EDGE OF CONC.
MIN (10) # 5 E.W.
1
1A
2
2.3
2.5
2.6
3
3.5
3.5A
4
4A
4B
4.3
4.5
4.5A
5
5.5
15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN
THEHEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- ---CONTACT E.O.R.
PRIOR TO CONSTRUCTION
16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTINGSCHEDULE
SHALL BE INSTALLED WHERE THE DEPTH OF THEFOOTING WILL BE MEASURED
FROM THE LOWEST SLAB ELEVATIONMAINTAINING A MINIMUM DEPTH AS
SPECIFIED. THE FOUNDATIONPAD MAY BE INSTALLED DEEPER THAN THE
INDICATED PENDING SITECONDITIONS AND/OR LOCATIONS. CONTRACTOR TO
FIELD VERIFYALL MINIMUM FOUNDATION DIMENSIONS AND
REINFORCEMENTREQUIREMENTS ARE MET.
SYMBOLS LEGENDBARS & 3" MIN. COVER TO EDGE OF CONC.
INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM.
INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5CONT. FTG.
TO TIE BEAM ( O.C. MAX U.N.O.)
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.GRADE 60
#5 CONT. FT.G TO TIE BEAM.
6'-0"
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QC CHECK:
JOB No.
SCALE:
DATE:
---
PSQ-2171297
AS INDICATED
07/28/17
---
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COPYRIGHT MCD 2015: The information contained in this document
is copyrighted and is the exclusive property of MONTA CONSULTING
& DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication,
or transfer of these documents without the expressed, written
consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
LLC is strictly prohibited.
1/4"=1'-0"
-
14.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT
ARESUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)CONTROL
JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THETHICKNESS OF THE SLAB.
FILL CUT W/APPROVED JOINT MATERIAL ORUSE ALTERNATE APPROVED
METHOD.
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING ORRECESSING DOOR
SILLS.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE
BEAMENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.LAP
SPLICES SHALL BE NO LESS THAN 30".
PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESHPLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL.
VAPORBARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM,WHEN
FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH INCURRENT
CODE EDITION).
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO
BELAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITIONSECTION
R506.2.3 FOR REQUIRED LOCATIONS
6.
5.
4.
3.
1.
2.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYCOMMUNITY &
COUNTY CODES.
7.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALSYSTEMS SHALL BE
RAISED AT LEAST 3" ABOVE THE FINISHED GRADEAND SHALL ALSO CONFORM
TO THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.