general notes · pdf file · 2017-01-03spec home 608 e. marks st. orlando, fl 32803...

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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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LEGAL DESCRIPTION:

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2" BRASS DISK AT THE SW CORNER OF MARKS ST &

MILLS AVE

DRAWING INDEX

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S2

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S4

S4.1

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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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AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

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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.

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LJM/ AK

SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

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SECOND FLOOR PLAN

1/4"=1'-0"

02

4

SE

CO

ND

F

LO

OR

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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"

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LJM/ AK

SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

TH

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FRONT ELEVATION

1/4"=1'-0"

03

EX

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RIGHT ELEVATION

1/4"=1'-0"

A STAIR SECTION

1/2"=1'-0"

SH

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DATE

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SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

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REAR ELEVATION

1/4"=1'-0"

6

04

EX

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LEFT ELEVATION

1/4"=1'-0"

B STAIR SECTION

1/2"=1'-0"

S S

SS

S

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SS

SS

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SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

SP

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FIRST FLOOR ELECTRICAL PLAN

1/4"=1'-0"

7

05

FIR

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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

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T T

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DESIGN

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.

LJM/ AK

SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

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SECOND FLOOR ELECTRICAL PLAN

1/4"=1'-0"

8

06

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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

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PR

OJE

CT

DESIGN

CHECKED

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DATE

DRAWN

OFSHT

PH

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E: 321.251.6006

SU

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#27371

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LJM/ AK

SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

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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"



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:


SH

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JOB

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DATE

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6

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#2

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LJM/ AK

SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

TH

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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



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

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DESIGN

CHECKED

JOB

SCALE

DATE

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OFSHT

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51

.6

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6

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LJM/ AK

SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

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ER

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IE

D A

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60

8 E

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AR

KS

S

T.

OR

LA

ND

O, F

L 3

28

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


(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

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E 2

07

2

CA

#27371

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LJM/ AK

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AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

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L 32803

S4

12

LINTEL PLAN

1/4"=1'-0"

LIN

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L P

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PR

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JOB

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DATE

DRAWN

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07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

TH

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13

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L P

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GRAVITY LOADS

SH

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T T

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CT

DESIGN

CHECKED

JOB

SCALE

DATE

DRAWN

OFSHT

PH

ON

E: 3

21

.2

51

.6

00

6

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AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

TH

IS

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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

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.

LJM/ AK

SSPE


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

TH

IS

S

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TU

RE

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IG

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DIN

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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


AS NOTED

07.14.2016

14

P.O. BOX 2341


Phone: (407) 468 - 5302

License# CGC1509479

TH

IS

S

TR

UC

TU

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IS

D

ES

IG

NE

D T

O W

IT

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DIN

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TIN

G A

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F

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RID

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DIN

G C

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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"

general notes · pdf file · 2017-01-03spec home 608 e. marks st. orlando, fl 32803...

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