general notes · pdf file · 2017-01-03spec home 608 e. marks st. orlando, fl 32803...
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SH
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DESIGN
CHECKED
JOB
SCALE
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LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
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LEGAL DESCRIPTION:
CO
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2" BRASS DISK AT THE SW CORNER OF MARKS ST &
MILLS AVE
DRAWING INDEX
C
01
02
03
04
05
06
S1
S2
S3
S4
S4.1
SD1
SD2
SD3
COVER SHEET & SITE / DRAINAGE PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS & STAIR SECTIONS FIRST
FLOOR ELECTRICAL PLAN
SECOND FLOOR ELECTRICAL PLAN
FOUNDATION PLAN
FIRST FLOOR FRAMING PLAN
SECOND FLOOR FRAMING PLAN
LINTEL PLAN
LINTEL NOTES
DETAIL SHEET
DETAIL SHEET
DETAIL SHEET
GENERAL NOTES
FIELD REPAIR NOTES
1. DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5
BAR INTO EPOXY FILLED HOLE EPOXY TO BE SIMPSON STRONG TIE EPOXY OR EQUIVALENT. FOLLOW
MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPOXY. ALLOW EPOXY TO CURE TO
MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING TIE BEAM POUR. USE
25" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND).
2. MAY SUBSTITUTE STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT &
LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES
INSTALLATION INSTRUCTIONS ARE FOLLOWED. (EXCEPTION: SP4/SP6/SP8 MAY BE SUBSTITUTED FOR
SSP OR SP1 @BOT. PLT. & SP2 @TOP PLT).
3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR
DOES NOT HAVE TO BE CONT. TO FTG.)
4. WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NON-LOAD BEARING WALLS
5. MISSED BOND BEAM STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON
MTSM16 TWIST STRAP WITH (4) 1/4"x2-1/4" TAPCONS TO MASONRY AND (7) 10d NAILS FOR UPLIFT LESS
THAN 860 LBS.. (USE TWO MTSM16 FOR UPLIFTS LESS THAN 1720 LBS). NO MORE THAN 10 STRAPS MAY
BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER CONNECTIONS ARE MISSED, CONTACT
ENGINEER OF RECORD FOR SUBSTITUTION.
6. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS
7. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.)
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N,
TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE
STRENGTH OF 2000 PSI (f'm = 1500 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. 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.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND
BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT
SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL
UNLESS OTHERWISE NOTED.
7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED
OTHERWISE ON THE DRAWINGS.
8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
BEAM AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING
BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM.
EMBEDDED ANCHORS OR EPOXY FASTENED STUDS SHALL BE USED.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND
MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE
END BRACING), SHALL BE SPRUCE PINE FIR OR EQUIVALENT. NO. 2
GRADE SHALL BE USED REGARDLESS OF SPECIES.
3. ALL 2X8's OR DEEPER TO BE SOUTHERN PINE NO. 2 GRADE
PREFABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO
THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR
ANCHORS.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG
SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER
AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING
METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF
RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE
WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION
FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY
THE NATIONAL FOREST PRODUCTS ASSOCIATION.
4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A
MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%)
TO WITHSTAND DESIGN LOADS.
5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY
TRUSS MANUFACTURER UNLESS NOTED ON PLANS
6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION
OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE
DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN
LOADS.
TRUSS DESIGN LOADS :
TOP CHORD : LL = 20 PSF
(TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER)
DL = 14 PSF AT OVERBUILT
BOTTOM CHORD : LL = 10 PSF
BOTTOM CHORD : DL = 10 PSF (15 PSF FOR PLASTER CEILING)
WIND LOAD : SEE DESIGN REQUIREMENTS
7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING
POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP
DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL
TRUSS TO TRUSS HANGERS.
8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1-03 AND TRUSS
MANUFACTURER'S DRAWINGS
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28
DAYS OF 2500 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 NEW DOMESTIC DEFORMED BILLET
STEEL CONFORMING TO ASTM A-615 GRADE 60.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-l85 FOR
6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST
ONE CROSS WIRE WITHIN THE 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. 48 BAR DIAMETERS
(EXCLUDING BEND) AROUND CORNERS OR #5 CORNER BARS WITH MIN.
30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR
DIAMETERS.
FOUNDATIONS
1. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND 98% UNDER
FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557
(MODIFIED PROCTOR)
2. THE FOUNDATION OF THIS STRUCTURE HAS BEEN DESIGNED TO AN
ALLOWABLE BEARING CAPACITY OF 2000 PSF. IT IS THE OWNER/
CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE BUILDING SITE WILL
MEET THIS STANDARD WITH REGARDS TO SETTLEMENT AND SUPPORT.
3. PROVIDE TERMITE TREATED SOIL IN ACCORDANCE W/ SECTION R318 OF
THE FLORIDA RESIDENTIAL CODE. IN LIEU OF TREATING THE SOIL,
BORA-CARE TERMITICIDE MAY BE APPLIED TO WOOD COMPONENTS IN
ACCORDANCE TO W/ MANUFACTURER'S INSTRUCTIONS, PURSUANT TO
SECTION R318 OF THE FLORIDA RESIDENTIAL CODE.
DESIGN REQUIREMENTS
DESIGN LIVE LOADS(MINIMUM):
A. FLOORS - 40 PSF
B. STAIRS - 40 PSF
C. ROOFS - 20 PSF
WIND DESIGN LOAD INFORMATION-
(PER 2014 FBCR , 5TH EDITION SECTION R301, REF. ASCE 7-10)
BASIC WIND SPEED (Vult) = 139 MPH (3 SECOND GUST)
(Vasd) = 108 MPH (3 SECOND GUST)
BUILDING CATEGORY = II (ASCE 7-10)
WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10)
INTERNAL PRESSURE COEFFICIENTS (ASCE 7-10)
ENCLOSED BUILDINGS = +/-0.18
PARTIALLY ENCLOSED BUILDINGS = +/-0.55
(NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE
APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10
DEFINITIONS CLASSIFYING AS SUCH)
ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE
DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p asd):
FOR WALL LOCATIONS: -28.3 PSF, +21.2 PSF
FOR ROOF LOCATIONS: -49.9 PSF, +12.2 PSF
IMPERVIOUS AREA CALC.'S
IMPERVIOUS AREA
TOTAL LOT AREA
IMPERVIOUS %
3,626 SQ. FT.
7,316 SQ. FT.
50%
1. THIS SITE PLAN HAS BEEN CREATED FROM OWNER SUPPLIED
SURVEY. DBSS, INC. IS NOT RESPONSIBLE FOR SURVEY
ERRORS.
2. ALL AREAS WITHIN 10 FEET OF STRUCTURE TO BE SLOPED
MINIMUM 5% AWAY FROM STRUCTURE, EXCEPT AT SIDES.
3. THIS SITE PLAN HAS BEEN DESIGNED SO THAT THE RUN-OFF
FROM THIS SITE DOES NOT ADVERSELY AFFECT ADJACENT
PROPERTIES
4. ENGINEER OF RECORD HAS INSPECTED PROPERTY AND
PROPOSED REDEVELOPMENT AS DESIGNED DOES NOT
ADVERSELY AFFECT EXISTING STORM WATER RUNOFF AND IS
COMPLIANT WITH SECTION 7.01.A.1 OF THE CITY OF ORLANDO
ENGINEERING STANDARDS MANUAL. EXISTING DRAINAGE
PATTERN IS NOT BEING ALTERED.
5. DRIVEWAY APPROACH TO BE MIN. 6" THICK OF 3000 PSI
CONCRETE WITH A BREAK AND EXPOSED JOINT AT THE
PROPERTY LINE. CURBS SHALL SHALL BE AT LEAST 3000 PSI
CONCRETE. THE DRIVEWAY APPROACH MAY USE BRICK
PAVERS THAT MEET THE INSTALLATION REQUIREMENTS OF
SECTION 6.09 OF THE CITY OF ORLANDO ENGINEERING
STANDARDS MANUAL. ANY SIDEWALK SECTION THROUGH THE
DRIVEWAY WILL STILL BE REQUIRED TO BE MIN. 6" THICK OF
3000 PSI CONCRETE.
6. PROVIDE EROSION SEDIMENT CONTROL MEASURES PER THE
CITY OF ORLANDO GUIDELINES FOR EROSION SEDIMENT
CONTROL (COMMONLY KNOWN AS THE BLUE SHEET).
SITE NOTES:
= ARROWS INDICATE
FLOW DIRECTION
XXX.X
XXX.X
= EXISTING GRADE
= NEW GRADE
LEGEND
SITE/ DRAINAGE PLAN
1"=10'-0"
BUILDING DATA
2014 FLORIDA BUILDING CODE RESIDENTIAL, 5
th
EDITION
NFPA-70 (NEC), 2011 EDITION
2014 FBC RESIDENTIAL 5
th
EDITION - PLUMBING
2014 FBC RESIDENTIAL 5
th
EDITION - ELECTRICAL
1
SWALE SECTION
N.T.S.
IMPERVIOUS AREA
TOTAL FRONT YARD
IMPERVIOUS %
614 SQ. FT.
1,542 SQ. FT.
40%
FRONT YARD
1. SIDEWALK TO BE MIN. 6" THICK AT APRON 4" THICK
ELSE. SIDEWALK TO BE CONSTRUCTED WITH 3000 PSI
CONCRETE U.N.O.
2. PROVIDE 1/2" EXP. JOINTS OR SCORED CONTROL
JOINTS @ 5'-0" O.C. MAX.
SIDEWALK NOTES:
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DESIGN
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JOB
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21
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LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
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03
01
3
FIRST FLOOR PLAN
1/4"=1'-0"
FIR
ST
F
LO
OR
PL
AN
LEGEND
NEW 2x4 (U.N.O.) NON-LOAD BEARING
FRAME WALL STUDS @ 24" O.C.
HATCH INDICATES NEW 2x4 (U.N.O.)
FRAMING (LOAD BRG.) STUDS @16"
O.C. (PROVIDE MID-SPAN BLOCKING
AT ALL INT. BRG.)
HATCH INDICATES NEW CMU WALL
T.O.W. @10'-0" A.F.F.
LEGEND
INDICATES GROUT FILLED CELL WITH
(1) VERT. #5 CONT. FTG. TO BOND
BEAM (8'-0" O.C. MAX U.N.O.)(REFER
TO NOTES ON COVER SHEET)
COMPONENT DESIGN PRESSURE (p asd)
1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE
CURRENT ROUGH OPENING INFO WHICH SHALL HAVE
PRECEDENCE OVER THE WINDOW AND DOOR
SCHEDULES ON PLAN. WINDOWS & DOORS TO COMPLY
WITH 2014 FBC, 5
th
EDITION, ENERGY EFFICIENCY CODE.
2. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE
FOLLOWED AS NOTED.
3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE
INSTALLED TO ENSURE COMPLIANCE
4. THE GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2"
GYPSUM WALL BOARD APPLIED TO THE GARAGE SIDE
(INCLUDING ATTIC ACCESSES). PROVIDE 5/8" TYPE "X"
GYPSUM BOARD AT GARAGE CEILING ONLY WHEN
HABITABLE SPACE IS ABOVE. APPLY PERPENDICULAR
TO CEILING FRAMING.
5. DOOR FROM GARAGE MUST BE A MINIMUM 1 3/8" SOLID
WOOD 20 MINUTE FIRE RATED DOOR w/ CLOSER.
6. H.V.A.C. SYSTEM TO BE SIZED AND DESIGNED BY
H.V.A.C. CONTRACTOR
7. REFER TO FLOOR PLAN FOR CEILING HEIGHTS
8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS AT SITE BEFORE PROCEEDING
WITH ANY WORK
9. NOTES INDICATING TYPICAL CONDITIONS SHALL
APPLY TO ALL LIKE AREAS UNLESS NOTED
OTHERWISE
10.IF WATER BASED CEILING TEXTURE IS USED,
PROVIDE 1/2" GYPSUM BOARD FOR 16" O.C. FRAMING OR
5/8" GYPSUM BOARD FOR 24" O.C. FRAMING (1/2"
SAG-RESISTANT GYPSUM BOARD MAY BE USED I.L.O. OF
5/8" GYPSUM).
11.PROVIDE MIN. 1" DUCT BOARD FOR AHU DUCTS IN
GARAGE AND AT CEILING OR WALL PENETRATIONS INTO
LIVING SPACE (UNLESS UNIT IS ENCLOSED IN A
SEPARATE CLOSET).
12. ANCHOR THE CONDENSER UNIT TO SLAB USING
1/4"x1-1/4" TAPCONS TO ATTACH 4" 'L' BRACKETS INTO
THE PAD AND THEN USE 3/4" LONG HEX SCREWS (2) ON
EACH CORNER TO ATTACH THE 'L' BRACKETS TO THE
EQUIPMENT.
13.PROVIDE MIN. R-13 INSULATION IN FRAME WALLS
SEPARATING GARAGE AND CONDITIONED AREAS OF THE
RESIDENCE UNLESS NOTED OTHERWISE ON ENERGY
CALCS.
14.G.C. TO VERIFY WITH WINDOW MANUFACTURER THAT
ALL WINDOWS MARKED AS EGRESS HAVE A NET CLEAR
OPENING OF 5 S.F. IF LOCATED AT GRADE LEVEL OR 5.7
S.F. IF LOCATED ABOVE. A 24" MINIMUM CLEAR OPENING
HEIGHT AND A 20" MINIMUM CLEAR WIDTH ARE
REQUIRED.
15.PROVIDE WINDOW GUARDS THAT COMPLY WITH ASTM
F2006 OR F2090 FOR OPERABLE WINDOWS LOCATED
MORE THAN 72" ABOVE THE FINISHED GRADE OR
SURFACE BELOW, AND IF THE LOWEST PART OF THE
CLEAR OPENING OF THE WINDOW IS LOCATED WITHIN
24" OF THE FINISH FLOOR OF THE ROOM.
GENERAL NOTES:
NOTE:
G.C TO FIELD VERIFY WINDOW/
DOOR SIZES PRIOR TO
WINDOW/ DOOR PURCHASE.
SQ.FT. CALC'S
FIRST FLOOR LIVING
SECOND FLOOR LIVING
TOTAL LIVING
FRONT PORCH
GARAGE
REAR PORCH
TOTAL UNDER ROOF
2,314 SQ. FT.
1,323 SQ. FT.
3,637 SQ. FT.
185 SQ. FT.
448 SQ. FT.
202 SQ. FT.
4,472 SQ. FT.
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
OR
LA
ND
O, F
L. 3
28
28
DA
TE
DE
SC
RIP
TIO
NR
EV
.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
S
TR
UC
TU
RE
IS
D
ES
IG
NE
D T
O W
IT
HS
TA
ND
1
39
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PH
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P
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DIN
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03
SECOND FLOOR PLAN
1/4"=1'-0"
02
4
SE
CO
ND
F
LO
OR
PL
AN
LEGEND
NOTE:
G.C TO FIELD VERIFY WINDOW/
DOOR SIZES PRIOR TO
WINDOW/ DOOR PURCHASE.
NEW 2x4 (U.N.O.) NON-LOAD BEARING
FRAME WALL STUDS @ 24" O.C.
HATCH INDICATES NEW 2x6 (U.N.O.)
FRAMING (LOAD BRG.) STUDS @16"
O.C. (PROVIDE MID-SPAN BLOCKING
AT ALL INT. BRG.)
HATCH INDICATES NEW CMU WALL
T.O.W. @10'-0" A.F.F.
LEGEND
INDICATES GROUT FILLED CELL WITH
(1) VERT. #5 CONT. FTG. TO BOND
BEAM (8'-0" O.C. MAX U.N.O.)(REFER
TO NOTES ON COVER SHEET)
COMPONENT DESIGN PRESSURE (p asd)
TREADS & RISERS:
-MAX. HGT. OF RISER TO BE 7-3/4".
-3/8" MAX. VARIATION IN ANY RISER/TREAD
WINDERS:
-MIN. 6" WIDE @NARROW END
-MIN. 11" WIDTH @12" FROM NARROW END
34"-38" HANDRAIL HGT.
HEADROOM CLEARANCE MIN. 6'-8"
NOTES:
STAIRWAY CONSTRUCTION TO CONFORM TO FBRC 2010
SECTION R311
HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" -
2" OR TO PROVIDE EQUIVALENT GRASPABILITY.
-ALL TREADS LESS THAN 11" IN DEPTH SHALL HAVE
APPROX. 1" OF NOSING.
-ALL SOLID RISERS TO HAVE A NOSING NOT LESS
THAN 3/4" IN DEPTH AND NOT GREATER THAN 1-1/4"
-MIN. DEPTH OF TREAD TO BE 10"
SH
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PR
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CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
OR
LA
ND
O, F
L. 3
28
28
DA
TE
DE
SC
RIP
TIO
NR
EV
.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
S
TR
UC
TU
RE
IS
D
ES
IG
NE
D T
O W
IT
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39
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FRONT ELEVATION
1/4"=1'-0"
03
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RIGHT ELEVATION
1/4"=1'-0"
A STAIR SECTION
1/2"=1'-0"
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DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
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LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
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REAR ELEVATION
1/4"=1'-0"
6
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LEFT ELEVATION
1/4"=1'-0"
B STAIR SECTION
1/2"=1'-0"
S S
SS
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SS
SS
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.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
SP
EC
H
OM
E
60
8 E
. M
AR
KS
S
T.
OR
LA
ND
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L 3
28
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FIRST FLOOR ELECTRICAL PLAN
1/4"=1'-0"
7
05
FIR
ST
F
LO
OR
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TR
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ELECTRICAL NOTES:
1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT
PURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THE
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND
STRUCTURES SHALL BE DETERMINED AND VERIFIED IN THE
FIELD PRIOR TO COMMENCING WORK, ELECTRICAL
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO
OTHER TRADES.
3. ELECTRICAL BOXES INSTALLED IN FLOORS, WALLS, OR
CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED
SURFACE AND CONDUITS AND/OR CABLES SHALL BE
CONCEALED UNLESS OTHERWISE NOTED.
4. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY OUTLETS
WITHIN 6' OF A WATER SOURCE ARE GFI.
5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2011.
6. ALL 15-20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR
AREAS PER NEC 210.12(B) SHALL BE PROTECTED BY AN
ARC-FAULT INTERRUPTER(S) OR COMBINATION TYPE.
7. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM
TO NEC 2011.
8. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE
PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS
DESIRED IS ALLOWED PER NEC 2011.
9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN. ALARMS
SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING
WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP.
A SINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUAL
SMOKE & CARBON MONOXIDE DETECTORS.
10. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS IN FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR
AREAS PER NEC 210.12(B) SHALL BE TAMPER RESISTANT
TYPE PER NEC SECTION 406.11.
11. VERIFY LOCATION OF ALL COMPONENTS w/ HOMEOWNER
PRIOR TO COMMENCEMENT OF WORK
12. ALL OUTLETS TO BE TAMPER RESISTANT
13. ALL WIRING IS TO BE #12 AWG OR LARGER SOLID COPPER
TYPE THHN AND ELECTRICAL SERVICE WIRING IS TO BE TYPE
THW OR THWN.
14. ALL WIRING IS TO BE SHEATHED NM OR NMC WHERE REQ'D
(ROMEX)
15. USE CLAMPING TYPE ROMEX CONNECTORS AT EACH BOX.
16. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER
BARE GROUND WIRE CONNECTED TO EQUIPMENT GROUND
BAR IN THE MAIN DISTRIBUTION PANEL. ALTERNATE
INSTALLATION OF A GREEN PIGTAIL FROM THE GROUND
SCREW TO THE LUG ONTHE BOX WHERE THE GREEN
GROUND WIRE IS CONNECTED. (if metal box)
17. ALL FANS TO BE WIRED WITH 3 CONDUCTOR WIRE
18. INCLUDE RECESS OUTLET COVERS FOR GREAT ROOM
FLOOR OUTLETS
ELECTRICAL LEGEND
S
S
S
S
S
SWITCH, SINGLE POLE
SWITCH, THREE WAY
SWITCH, FOUR WAY
SWITCH, SINGLE POLE 120V DIMMER
SWITCH ,THREE WAY 120V DIMMER
OUTLET 110-115
OUTLET 110-115, GROUND FAULT CIRCUIT
INTERRUPTER
OUTLET 110-115, WATER PROOF G.F.I.
OUTLET 110-115, SPLIT WIRED
OUTLET 110-115, CEILING MOUNTED
OUTLET 110-115, FLOOR MOUNTED
OUTLET 220-240, SPECIAL PURPOSE
OUTLET 110-115, QUAD
LIGHT FIXTURE, CEILING MOUNTED
LIGHT FIXTURE, WALL MOUNTED
LIGHT FIXTURE, HANGING
LIGHT FIXTURE, RECESSED
LIGHT FIXTURE, RECESSED VAPOR PROOF
LIGHT FIXTURE, TRACK
LIGHT FIXTURE, RECESSED EYEBALL, ADJUSTABLE
LIGHT FIXTURE, LAMP HOLDER W/ PULL CHAIN
LIGHT FIXTURE, FLUORESCENT FIXTURE
LIGHT FIXTURE, FLOOD LIGHTS
TELEVISION OUTLET
TELEPHONE OUTLET
INTERCOM
CHIMES
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
EXHAUST FAN
GARBAGE DISPOSAL
DISCONNECT SWITCH
ELECTRICAL PANEL
CEILING FAN, INSTALLED
CEILING FAN, PREWIRED
JUNCTION BOX
DIGITAL THERMOSTAT
METER
SS
S
S
SS
S
SS
SSS
S
SS
SH
EE
T T
IT
LE
PR
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DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
DA
TE
DE
SC
RIP
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NR
EV
.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
SP
EC
H
OM
E
60
8 E
. M
AR
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SECOND FLOOR ELECTRICAL PLAN
1/4"=1'-0"
8
06
SE
CO
ND
F
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TR
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LA
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NOTE:
REFER TO SHEET 05 FOR GENERAL NOTES.
ELECTRICAL LEGEND
S
S
S
S
S
SWITCH, SINGLE POLE
SWITCH, THREE WAY
SWITCH, FOUR WAY
SWITCH, SINGLE POLE 120V DIMMER
SWITCH ,THREE WAY 120V DIMMER
OUTLET 110-115
OUTLET 110-115, GROUND FAULT CIRCUIT
INTERRUPTER
OUTLET 110-115, WATER PROOF G.F.I.
OUTLET 110-115, SPLIT WIRED
OUTLET 110-115, CEILING MOUNTED
OUTLET 110-115, FLOOR MOUNTED
OUTLET 220-240, SPECIAL PURPOSE
OUTLET 110-115, QUAD
LIGHT FIXTURE, CEILING MOUNTED
LIGHT FIXTURE, WALL MOUNTED
LIGHT FIXTURE, HANGING
LIGHT FIXTURE, RECESSED
LIGHT FIXTURE, RECESSED VAPOR PROOF
LIGHT FIXTURE, TRACK
LIGHT FIXTURE, RECESSED EYEBALL, ADJUSTABLE
LIGHT FIXTURE, LAMP HOLDER W/ PULL CHAIN
LIGHT FIXTURE, FLUORESCENT FIXTURE
LIGHT FIXTURE, FLOOD LIGHTS
TELEVISION OUTLET
TELEPHONE OUTLET
INTERCOM
CHIMES
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
EXHAUST FAN
GARBAGE DISPOSAL
DISCONNECT SWITCH
ELECTRICAL PANEL
CEILING FAN, INSTALLED
CEILING FAN, PREWIRED
JUNCTION BOX
DIGITAL THERMOSTAT
METER
KEYPAD
SECURITY SYSTEM PANEL
CAT5 DATA
SPEAKER PRE-WIRE
5
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 321.251.6006
SU
IT
E 2
07
2
CA
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LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
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608 E
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L 32803
S1
9
FOOTING SCHEDULE
24"x24"x12"d CONC. PAD W/ (3) #5'S EA. WAY
FO
UN
DA
TIO
N
PL
AN
FOUNDATION PLAN
1/4"=1'-0"
28"x28"x12"d CONC. PAD W/ (3) #5'S EA. WAY
40"x40"x18"d CONC. PAD W/ (5) #5'S EA. WAY
INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT.
FTG. TO BOND BEAM (8'-0" O.C. MAX U.N.O.)(REFER TO
NOTES)
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS
TO BE LAPPED MIN. 6" AND SEALED.
2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE
MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON
4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH
MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR
EXCEEDS SPECIFICATIONS SET FORTH IN THE FBCR & FBC
EXISTING 2014 5
th
EDITION).
3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. &
BOND BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS
EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO
LESS THAN 25".
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
RECESSING DOOR SILLS.
5. EXTERIOR SLABS SHALL SLOPE 1/4" PER FOOT AWAY FROM
HOUSE.
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE
BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER
REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF
1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED
JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD.
INDICATES 1/2" J-BOLT 6" FROM ENDS AND @32" O.C. (7"
MIN. EMBED.)
FOUNDATION NOTES:
30"x30"x16"d CONC. PAD W/ (4) #5'S EA. WAY
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
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.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
S
TR
UC
TU
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03
10
S2
FIRST FLOOR FRAMING PLAN
1/4"=1'-0"
COLUMN SCHEDULE
(2)2X4,(2)2X6, OR (2)2X8 (PER WALL WIDTH) BUILT-UP
STUD COLUMN, ASSEMBLE PER DTL. 3/SD2
NOTE:
1. 2X SCABS MAY BE ADDED TO COLUMNS FOR UPLIFT
CONNECTOR INSTALLATION. PROVIDE (2) ROWS OF 10d NAILS @
8" O.C. SCAB TO COLUMN
2. PROVIDE SOLID BLOCKING (SAME SPEC. AS COL.), DIRECTLY
BENEATH COL., IN FLOOR SYSTEM FOR POINT LOAD TRANSFER.
(ONLY WHERE APPLICABLE.) REFER TO DETAIL 12/SD2
FIR
ST
F
LO
OR
FR
AM
IN
G P
LA
N
H2X12
2
HEADER SCHEDULE
TAGHEADER
FASTENERS(U.N.O.)
# OF JACK STUDS
EA. END OF HEADER
(U.N.O.)
(8)16d END NAIL BYPASS
STUD TO HDR @ EA. END
(2)2X12'S W/
1/2" SPACER
NOTE:
1. REFER TO DETAIL 13 SHEET SD2 FOR BYPASS STUD QTY. INFO.
2. HEADER SIZES SHOWN ARE MINIMUM REQ'D. PER LOCATION. LARGER
HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN
PROFESSIONAL.
NOTE:
THESE PLANS ARE NOT TO BE USED FOR TRUSS
FABRICATION. CONTRACTOR TO FIELD VERIFY TRUSS
SPANS, OVERHANGS, SLOPES AND OTHER TRUSS
GEOMETRY PRIOR TO TRUSS PURCHASE/
FABRICATION. DBSS INC. IS NOT RESPONSIBLE FOR
TRUSS GEOMETRY AND/OR MEASUREMENT ERRORS
3-1/2"x5-1/4" VERSA-LAM EWP COLUMN
NAILING SCHEDULE:
ROOFS:
ROOF SHEATHING TO BE 7/16" O.S.B. OR 15/32" (MIN.) PLYWOOD. REFER TO
DETAIL 1 SHEET SD2 FOR NAILING PATTERN SHEATHING TO BE PLACED WITH
LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY
CLIPS @24" O.C. MAX. AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. 2x4
BLOCKING, w/ (2) 10d NAILS EA. END, SHALL BE USED @ALL UNSUPPORTED HIP
AND RIDGE AREAS.
SIDEWALL:
ALL SHEATHING TO BE MIN. 15/32" PLYWOOD OR 7/16" O.S.B. AND SHALL BE
NAILED WITH (2)ROWS @ 3" O.C. AT TOP AND (1)ROW AT BOTTOM OF WALL, 6"
O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT
ALL SHEATHING JOINTS. REFER TO DETAIL 2 & 7 SHEET SD2.
GABLE ENDS:
ALL SHEATHING TO BE MIN. 15/32" PLYWOOD OR 7/16" O.S.B. AND SHALL BE
NAILED 6" O.C. ON EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT
ALL SHEATHING JOINTS.
NAILS:
NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE MIN. 8dx2"
RING-SHANK (0.113 SHANK DIA.) GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL
HAVE HEAD SIZE 0.28" MIN.
** NAILS FASTENED IN PT. OR FIRE-RETARDANT-TREATED WOOD SHALL BE
HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON
BRONZE OR COPPER.
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS
DESIGN.
2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND
ELEVATIONS FOR BEARING HEIGHTS.
3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.
CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE
NOTED.
4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING
WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE.
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL
BE CONTINUOUS FROM FLOOR TO CEILING.
6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE
FOLLOWING ADDITIONAL LOADS:
A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON
PLANS.
B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS.
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION
REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION.
8. PROVIDE BRACING AND BLOCKING PER BCSI-1-03 IN ADDITION TO BRACING
AND BLOCKING SHOWN ON PLANS.
9. GC TO VERIFY OVERHANGS, SLOPES, AND OTHER TRUSS GEOMETRY
BEFORE TRUSS PURCHASE.
INDICATES BEARING FRAME WALL 2x's (MIN.) @16" O.C.
W/ MID SPAN BLOCKING (U.N.O.)
FRAMING NOTES:
FLOORING GENERAL NOTES
1. FLOOR TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR TRUSS
COMPANY
2. REFER TO TRUSS MAN. DRAWINGS FOR TRUSS DESIGNATIONS
FLOORING NAILING SCHEDULE
FLOOR SHEATHING TO BE 3/4" PLYWOOD (U.N.O.) WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR TRUSSES)
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8dx2"
RING-SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS,
GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN
NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD.
4x4 PT SYP. NO.2 POST
3-1/2"x7-1/2" VERSA-LAM EWP COLUMN
5-1/4"x5-1/4" VERSA-LAM EWP COLUMN
CONNECTOR LEGEND
META16
(2) META16's
H10A
NOTES:
ALL TRUSS TO FRAME CONN. TO BE H10A (USE H10-2 FOR 2-PLY)
(U.N.O.)
ALL HIP TRUSS TO FRAME CONN. TO BE SIMPSON MTS16 (U.N.O.)
ALL TRUSS TO TRUSS CONN. DESIGN BY TRUSS MANUF.
ALL TRUSS TO MASONRY CONN. TO BE SIMPSON META16 (U.N.O.)
MBHA3.56/16 W/ 3/4" ALL THREAD ROD (MIN. 5" EMBED).
AT TOP AND FACE. DRILL & EPOXY W/ SIMPSON SET EPX.
(2) HTS20 TRUSS TO COL.
HTT4 COL. TO FTG. W/ 5/8" ALL THREAD ROD (MIN.
7-3/8" EMBED). DRILL & EPOXY W/ SIMPSON SET EPX.
LUS26 TRUSS TO LEDGER
HUC412 BEAM TO BEAM
LSTA24 BEAM TO COL.
ABU44 COL. TO FTG. W/ 5/8" ALL THREAD ROD (MIN.
7-3/16" EMBED). DRILL & EPOXY W/ SIMPSON SET EPX.
MBHA3.56/11.25 W/ 3/4" ALL THREAD ROD (MIN. 5" EMBED).
AT TOP AND FACE. DRILL & EPOXY W/ SIMPSON SET EPX.
MTSM16
PRODUCT APPROVAL CHART
SIMPSON CONNECTOR
FLORIDA PRODUCT
APPROVAL #
HTS (ALL)
LTT19 FL11496.7
LSTA (ALL) FL10852.6, FL13872.5, FL13872.6, FL13872.9
HGA10 FL10446.8
H3
H10-2
H10A
MTS (ALL)
SSP
LTS (ALL)
H1
LSU (ALL)
ABA (ALL)
FL10447.5
FL10860.2
LUS (ALL)
HUS (ALL)
FL10446.7, 10456.3
H2.5A
HGAM10
H4
FL10446.2
FL10456.3
FL10456.6
FL10456.7
FL10456.8
FL11473.12
FL11473.5
FL10655.30, FL10655.31, FL10655.32
FL10531.26, FL10655.25, FL10655.26
HUC412 HDR. TO COL.
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
OR
LA
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O, F
L. 3
28
28
DA
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NR
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.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
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TR
UC
TU
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L 2
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60
8 E
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03
11
S3
SECOND FLOOR FRAMING PLAN
1/4"=1'-0"
SE
CO
ND
F
LO
OR
FR
AM
IN
G P
LA
N
NOTE:
REFER TO SHEET S2 FOR NOTES,
SCHEDULES AND LEGENDS.
NOTE:
X-BRACES ARE TO BE INSTALLED AT
45° ANGLES PER DETAIL. LINES
SHOWN ON THIS PLAN ARE ONLY TO
REPRESENT LOCATION, NOT NUMBER
OF BAYS CROSSED OR ACTUAL
LENGTH.
ROOF VENT FORMULA
FORMULA
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
OF CEILING
*144 SQ. IN. = 1 SQ. FT.
BLDG. CEILING (SF) X 144 = BLDG. (SQ. IN.)
BLDG (SQ.IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN.
OF VENT REQUIRED / 2 = 50% AT RIDGE & 50% AT EAVES.
CALCULATION
FIRST FLOOR
ROOF AREA = 1665 SQ. FT.
1665 SQ. FT. x 144 = 239760 SQ. IN.
239760/ 300 = 799.2 SQ. IN. OF VENT REQUIRED
799.2 SQ. IN. / 2 = 399.6 SQ. IN.
399.6 SQ. IN. (2.7 SQ FT.) OF VENT AT RIDGE AND
399.6 SQ. IN. (2.7 SQ. FT.) OF VENT AT EAVES REQUIRED
PROVIDE (4) 4'-0" OFF RIDGE VENTS
SECOND FLOOR
ROOF AREA = 1440 SQ. FT.
1440 SQ. FT. x 144 = 207360 SQ. IN.
207360/ 300 = 691.2 SQ. IN. OF VENT REQUIRED
691.2 SQ. IN. / 2 = 345.6 SQ. IN.
345.6 SQ. IN. (2.4 SQ FT.) OF VENT AT RIDGE AND
345.6 SQ. IN. (2.4 SQ. FT.) OF VENT AT EAVES REQUIRED
PROVIDE (4) 4'-0" OFF RIDGE VENTS
NOTE:
ROOF VENTS SHOWN ON PLAN REPRESENT AN ESTIMATE OF
THE NUMBER REQUIRED BASED ON AN AVERAGE NET FREE
AREA OF A TYPICAL VENT (104 SQ. IN.) ACTUAL QUANTITY MAY
VARY DEPENDING ON THE ACTUAL NET FREE AREA PROVIDED
BY THE CONTRACTOR-SELECTED ROOF VENT MODEL. THE
AGGREGATE FREE AREA OF ALL THE ROOF VENTS COMBINED,
MUST MEET THE ABOVE MINIMUM CRITERIA AS CALCULATED.
CONNECTOR LEGEND
TYPICAL TRUSS CONN.:
ALL TRUSS TO FRAME CONN. TO BE H10A (USE H10-2 FOR 2-PLY)
(U.N.O.)
ALL HIP TRUSS TO FRAME CONN. TO BE SIMPSON MTS16 (U.N.O.)
ALL TRUSS TO TRUSS CONN. DESIGN BY TRUSS MANUF.
ALL TRUSS TO MASONRY CONN. TO BE SIMPSON META16 (U.N.O.)
H10A
H2X12
2
HEADER SCHEDULE
TAGHEADER
FASTENERS(U.N.O.)
# OF JACK STUDS
EA. END OF HEADER
(U.N.O.)
(8)16d END NAIL BYPASS
STUD TO HDR @ EA. END
(2)2X12'S W/
1/2" SPACER
NOTE:
1. REFER TO DETAIL 13 SHEET SD2 FOR BYPASS STUD QTY. INFO.
2. HEADER SIZES SHOWN ARE MINIMUM REQ'D. PER LOCATION. LARGER
HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN
PROFESSIONAL. SEE BOX HEADER DETAIL 14/SD2 FOR ASSEMBLY REQ.
WHERE WIDTH OF WALL IS GREATER THAN 4"
COLUMN SCHEDULE
(2)2X4,(2)2X6, OR (2)2X8 (PER WALL WIDTH) BUILT-UP
STUD COLUMN, ASSEMBLE PER DTL. 3/SD2
NOTE:
1. 2X SCABS MAY BE ADDED TO COLUMNS FOR UPLIFT
CONNECTOR INSTALLATION. PROVIDE (2) ROWS OF 10d NAILS @
8" O.C. SCAB TO COLUMN
2. PROVIDE SOLID BLOCKING (SAME SPEC. AS COL.), DIRECTLY
BENEATH COL., IN FLOOR SYSTEM FOR POINT LOAD TRANSFER.
(ONLY WHERE APPLICABLE.) REFER TO DETAIL 12/SD2
3-1/2"x5-1/4" VERSA-LAM EWP COLUMN
(2) HTS20's TRUSS TO COL.
(2) HTS20's COL. TO TRUSS BELOW.
INDICATES BEARING FRAME WALL 2x6's (MIN.) @16" O.C.
LSTA18 HDR. TO JACK STUDS,
(2) SSP's JACK STUD TO BOT. PLT. PROVIDE A.B. W/I 4"
TYPICAL POWER BOX LINTEL SECTION
CONT. #5
SEE SCHEDULE
HEIGHT OF SOLID
GROUT VARIES -
SHORE LINTEL
8" CMU
PSbox8-12"
#5 TOP
PSbox8-24"
#5 TOP
PSbox8-24"
#5 TOP & BOTTOM
PSbox8-16"
#5 TOP
PSbox8-22"
#5 TOP
PER MANUF. SPECS
POWER BOX
LINTEL
GROUT PER
MANUF. SPECS
SHORE LINTEL
PER MANUF. SPECS
POWER BOX
LINTEL
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 321.251.6006
SU
IT
E 2
07
2
CA
#27371
OR
LA
ND
O, F
L. 3
28
28
DA
TE
DE
SC
RIP
TIO
NR
EV
.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
S
TR
UC
TU
RE
IS
D
ES
IG
NE
D T
O W
IT
HS
TA
ND
1
39
M
PH
W
IN
DS
P
ER
T
HE
F
LO
RID
A B
UIL
DIN
G C
OD
E E
XIS
TIN
G A
ND
F
LO
RID
A B
UIL
DIN
G C
OD
E R
ES
ID
EN
TIA
L 2
01
4, 5
th
E
DIT
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TIF
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608 E
. M
AR
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L 32803
S4
12
LINTEL PLAN
1/4"=1'-0"
LIN
TE
L P
LA
N
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 321.251.6006
SU
IT
E 2
07
2
CA
#27371
OR
LA
ND
O, F
L. 3
28
28
DA
TE
DE
SC
RIP
TIO
NR
EV
.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
S
TR
UC
TU
RE
IS
D
ES
IG
NE
D T
O W
IT
HS
TA
ND
1
39
M
PH
W
IN
DS
P
ER
T
HE
F
LO
RID
A B
UIL
DIN
G C
OD
E E
XIS
TIN
G A
ND
F
LO
RID
A B
UIL
DIN
G C
OD
E R
ES
ID
EN
TIA
L 2
01
4, 5
th
E
DIT
IO
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. A
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ND
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ER
TIF
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608 E
. M
AR
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OR
LA
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O, F
L 32803
13
LIN
TE
L P
LA
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GRAVITY LOADS
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
OR
LA
ND
O, F
L. 3
28
28
DA
TE
DE
SC
RIP
TIO
NR
EV
.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
S
TR
UC
TU
RE
IS
D
ES
IG
NE
D T
O W
IT
HS
TA
ND
1
39
M
PH
W
IN
DS
P
ER
T
HE
F
LO
RID
A B
UIL
DIN
G C
OD
E E
XIS
TIN
G A
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F
LO
RID
A B
UIL
DIN
G C
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E R
ES
ID
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L 2
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4, 5
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ND
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ER
TIF
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60
8 E
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AR
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S
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LA
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L 3
28
03
5
STEMWALL A/C CHASE
DETAIL
3/4"=1'-0"
3
STEMWALL FOOTING
@ PORCH
3/4"=1'-0"
13
SD1
DE
TA
IL
S
1
STEMWALL FOOTING
w/ CMU BLOCK
3/4"=1'-0"
2
STEMWALL FOOTING
@ GARAGE
3/4"=1'-0"
7
FOOTING SECTION
@ INT. BRG.
3/4"=1'-0"
8
SLAB RECESS
@ SHOWER
3/4"=1'-0"
11
TYP. CMU WALL SECTION
TWO STORY
3/4"=1'-0"
4
THICKENED EDGE
@ GARAGE DOOR
3/4"=1'-0"
6
OFFSET FOOTING
LOAD BEARING
3/4"=1'-0"
13
TYP. CMU WALL SECTION
ONE STORY
3/4"=1'-0"
10
TYP. CORNER
WALL REINFORCING
N.T.S.
9
EXTERIOR DOOR
POURED SILLS
N.T.S.
12
COLUMN SECTION
@ FRONT PORCH
3/4"=1'-0"
14
OFFSET FOOTING
NON-LOAD BRG.
3/4"=1'-0"
15
WINDOW/ DOOR BUCK
NOTES
N.T.S.
16
THICKENED EDGE
DETAIL
3/8"=1'-0"
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
OR
LA
ND
O, F
L. 3
28
28
DA
TE
DE
SC
RIP
TIO
NR
EV
.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
S
TR
UC
TU
RE
IS
D
ES
IG
NE
D T
O W
IT
HS
TA
ND
1
39
M
PH
W
IN
DS
P
ER
T
HE
F
LO
RID
A B
UIL
DIN
G C
OD
E E
XIS
TIN
G A
ND
F
LO
RID
A B
UIL
DIN
G C
OD
E R
ES
ID
EN
TIA
L 2
01
4, 5
th
E
DIT
IO
N, S
EC
TIO
N R
30
1 (R
EF
. A
SC
E-7
-1
0) A
ND
IS
C
ER
TIF
IE
D A
S S
UC
H.
SP
EC
H
OM
E
60
8 E
. M
AR
KS
S
T.
OR
LA
ND
O, F
L 3
28
03
14
SD2
DE
TA
IL
S
1
ROOF NAILING SCHEDULE
DETAIL
N.T.S.
3
2x BUILT-UP STUD
COLUMN DETAILS
1-1/2"=1'-0"
5
GARAGE BUCK
CONN. DETAIL
1-1/2"=1'-0"
2
WALL SHEATHING BLOCKING
DETAIL
1-1/2"=1'-0"
7
SHEATHING ELEVATION
DETAIL
N.T.S.
8
FLOOR TRUSS CONN.
PERPENDICULAR
1"=1'-0"
6
WEEP SCREED
DETAIL
N.T.S.
10
BOND BEAM DETAIL
1-1/2"=1'-0"
11
WINDOW FLASHING
DETAIL
N.T.S.
13
HEADER CONNECTION
DETAIL (FRAME WALL)
1/2"=1'-0"
12
COLUMN CONN.
DETAIL
3/8"=1'-0"
9
FLOOR TRUSS CONN.
PARALLEL
1"=1'-0"
15
INT. NON-LOAD BRG
WALL DETAIL
1/2"=1'-0"
14 BOX HEADER DETAIL
N.T.S.
4
INT. BRG. WALL w/o UPLIFT
FRAMING DETAIL
N.T.S.
16
INT. LOAD WALL
FRAMING DETAIL
3/8"=1'-0"
SH
EE
T T
IT
LE
PR
OJE
CT
DESIGN
CHECKED
JOB
SCALE
DATE
DRAWN
OFSHT
PH
ON
E: 3
21
.2
51
.6
00
6
SU
IT
E 2
07
2
CA
#2
73
71
OR
LA
ND
O, F
L. 3
28
28
DA
TE
DE
SC
RIP
TIO
NR
EV
.
LJM/ AK
SSPE
FORTIS - 610 E MARKS ST
AS NOTED
07.14.2016
14
P.O. BOX 2341
Winter Park, FL 32789
Phone: (407) 468 - 5302
License# CGC1509479
TH
IS
S
TR
UC
TU
RE
IS
D
ES
IG
NE
D T
O W
IT
HS
TA
ND
1
39
M
PH
W
IN
DS
P
ER
T
HE
F
LO
RID
A B
UIL
DIN
G C
OD
E E
XIS
TIN
G A
ND
F
LO
RID
A B
UIL
DIN
G C
OD
E R
ES
ID
EN
TIA
L 2
01
4, 5
th
E
DIT
IO
N, S
EC
TIO
N R
30
1 (R
EF
. A
SC
E-7
-1
0) A
ND
IS
C
ER
TIF
IE
D A
S S
UC
H.
SP
EC
H
OM
E
60
8 E
. M
AR
KS
S
T.
OR
LA
ND
O, F
L 3
28
03
14
SD3
DE
TA
IL
S
2
SECTION DETAIL
3/4"=1'-0"
1
EXT. BRG. WALL FRAMING
DETAIL
N.T.S.
3
GABLE END
FRAMING
3/4"=1'-0"
5
SECTION 1 DETAIL
3/4"=1'*-0"
6
TRUSS CONN.
DETAIL
3/4"=1'*-0"
4
MULTI-PLY LVL
CONNECTION
N.T.S.
7
TRUSS CONN. DTL.
@ BALLOON FRAMING
1-1/2"=1'*-0"
9
CONC. STEP
@ GARAGE
3/4"=1'*-0"
10
CONC. STEP
@ ENTRY
3/4"=1'*-0"
8 SECTION DETAIL
3/4"=1'-0"
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