Hanger Notes. Loading and Design Criteria. General Notes

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Truss List of <5000# reaction & <-1000# uplift Truss Reactions A08 1337.57 lb -499.6 2643.10 lb -1130.19 lb 334.50 lb -315.12 lb A09 2396.78 lb -1016.80 lb 5772.55 lb -2624.80 lb 131.31 lb -555.02 lb A15 2226.72 lb -780.42 lb 2644.53 lb -1061.70 lb AHU CLG UP 24" BRGS AND CLGS @ 9' 4" PLUMB CUT O/H DETAIL 5 16" 12 2' 0"

TYPICAL CORNER SPACING

2' 0" 1' 0" -1130.19 # UPLIFT 5772.55 # REACTION -2624.80 # UPLIFT -1061.70 # UPLIFT

DESIGN PER ASCE7-10 LOADED FOR TILE ROOFING TRUSS SPACING 24" UNO

Wind Importance

Factor 1

Occupancy/Risk

Category II

Lanai, Entry, Porch

areas EXPOSED TO WIND A09 A08 A07 A06 A05 A04 A03 H J11 _H11P J 8 _J8 _J8 _J8 _J8 _J8 _J8 J 2 _J4 _J6 J2 J4 J6 J 8 P J 8 P J 8 P J 8 J 8 J 8 J 8 J 2 P J 4 P J 6 P J2P J4P J6P A14 A13 A12 A11 A10 A15 A02 A02 A01 A01 A01 H J9 J 2 J 4 J 7 J2 J4 A04 A03 A01 A01 A01 A01 A01 J 7 J 7 J 7 A19 A18 A17 A16 19' 0" 19' 0" 6 1 ' 4 " 2 ' 0 " 5 0 ' 0 " 1 0 ' 0 " 6 2 ' 0 " 21' 6" 5' 0" 11' 2" 40' 0" 28' 0" 12' 0" 40' 0" 7 ' 0 " 6 ' 4 " 2 2 ' 0 " 2 4 ' 0 " 2' 4" Roof TC LL 20 Mean Hgt 15' TC DL 20 Wind Speed 160 BC LL 0 Exposure C BC DL 10 Duration 1.25 General Notes

* Required interior bearing walls shown @

heights noted

* Trusses may not be cut or altered in any way

without prior authorization from ABS, Inc.

* Any trusses that are cut or altered without

authorization will be repaired or replaced at the customers expense

* No backcharges of any kind will be accepted

without prior review and written consent from ABS, Inc.

* For proper truss handling and bracing, refer to

the "TPI" documents "BCSI-B1 through B4"

* Any multi-ply trusses must be attached

together per the engineering specifications prior to installation

* Permanent and temporary bracing is the

responsibility of the truss installer. The "Engineer of Record" for the project is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec-ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system.

* If any job site accidents occur involving

trusses, the installer must immediately stop work on the project and notify a representative of ABS, Inc.. All trusses involved in an accident must be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses involved in an accident are altered or moved in any way before an inspection is completed. All de-cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub-mitted by the structural engineer.

Loading and Design Criteria

Hanger Notes

* Refer to Simpson Strong-Tie website (www.strongtie.com/products/connectors),

or the USP website

(www.uspconnectors.com/us/products/connectors), for proper use and attachment of the

specified hangers. XX Date: 1670 B or F Order #: Lot #: 09/15/2020 RG Sales Rep: M2001516-BFX Project: Designer: Model: Client: CF XX D.R. Horton - Ft. Myers Subdivision:

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5" 12" 5" 12" 5" 12" 5" 12" 5" 12"

FINISH FLOOR

ELEV. @ 0"

FINISH FLOOR

ELEV. @ 0"

TOP OF BEARING

ELEV. @ 9'-4"

TOP OF BEARING

ELEV. @ 9'-4"

TILE ROOF 6" RAISED BANDING 16080 OHGD 3080 ENTRY 35 SH 1'-4" 1'-4" 1'-4" 1'-4" 8 '-0 " 8 '-0 " FYPON BRACKET 12" X 16" 6" RAISED BANDING 6" RAISED BANDING FYPON BRACKET 12" X 16" STONE VENEER W/ STONE DRIP 2 '-0 " 1 1 1 8 '-1 1 1 8 9 /2 5 6 " T O F IN IS H F LO O R

FINISH FLOOR

ELEV. @ 0"

FINISH FLOOR

ELEV. @ 0"

TOP OF BEARING

ELEV. @ 9'-4"

TOP OF BEARING

ELEV. @ 9'-4"

TILE ROOF 8 '-0 "

DECO FINISH OVER CONC. BLOCK ELECTRIC METER 12" X 36" FIXED GLASS 25 SH 2 '-0 " 2'-0"

FINISH FLOOR

ELEV. @ 0"

FINISH FLOOR

ELEV. @ 0"

TOP OF BEARING

ELEV. @ 9'-4"

TOP OF BEARING

ELEV. @ 9'-4"

DECO FINISH OVER CONC. BLOCK TILE ROOF 8 '-0 " 8080 SL GL DR 25 SH 25 SH 1'-4" 1'-4"

FINISH FLOOR

ELEV. @ 0"

FINISH FLOOR

ELEV. @ 0"

TOP OF BEARING

ELEV. @ 9'-4"

TOP OF BEARING

ELEV. @ 9'-4"

DECO FINISH OVER CONC. BLOCK TILE ROOF 8 '-0 " 25 SH 25 SH 25 SH 1'-4" 1'-0" 1'-0" 1'-4"

1 MID-WALL WEEP SCREED AT WOOD MASONRY

INTERFACE. INSTALL STRICTLY PER MFG. INSTRUCTIONS

2 ROOF / WALL SCREED INSTALL STRICTLY PER

MFG. INSTRUCTIONS DATE: DRAWN BY: CHECKED BY: PLAN: REVISED:

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ELEVATION

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8 1/4" = 1'-0"

FRONT ELEVATION "FL"

1/4" = 1'-0"

REAR ELEVATION "FL"

1/4" = 1'-0"

RIGHT ELEVATION "FL"

(3)

H B HB DW WH ELEV @ -0'-4" 2 " S LO P E DBL SINK RANGE ELEV @ -0'-4" ELEV @ -0'-4" R E F . S P A C E 5 '-0 " T U B A/H PAVERS BY OTHERS PAVERS BY OTHERS 40'-0" 2'-9" 16'-0" 2'-9" 5'-0" 2'-4" 11'-2" 6" X 12" RECESS 16'-0" X 8'-0" O.H. GARAGE DR.

LOWEST POINT OF GARAGE SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP SET A/C PAD ABOVE

FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1

SET W/H PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1 5 0 '-0 " 8 '-8 " 1 '-4 " 40'-0" 28'-0" 10'-8" 1'-4" 5'-10" 3'-10" 8'- 18'-4" 3 " 1 '-6 " 5 '-1 0 " 2 '-1 0 " 2 '-6 1 /2 " 15'-4" 2'-10" 1'-8" 2'-8" 17'-6" 30'-1" 9'-11" 5 0 '-0 " PROVIDE 1/4" WATER LINE @ REF. SPACE FOR ICE MAKER RUN CONDUIT FOR

ELECTRIC AT ISLAND

4" SLAB W/ 2,500 PSI CONC. W/ 6X6 # 10/10 W.W.M. REINFORCING OVER 6 MILL VISQUEEN BARRIER ON

MECHANICALLY COMPACTED FILL @ 95%. THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1. SEE SITE PLAN BY OTHERS

ELEV. @ 0'-0"

PROVIDE TERMITE TREATMENT WITH "BORA CARE"

STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2". 9 1/2" 3'-5" 9 1/2" 6 1 '-4 " 2'-0" 8'-0" 2'-0" 15'-5 1/2" 4'-0" 2'-5" 18'-1 1/2" OPT. LT. 21'-6" 5'-0" 13'-6" T IL E S H O W E R R E C E S S 3 1 /2 " 4 '-8 " WASHER DRYER OR DOORS 21" MIN. TO FIXTURES, WALLS 1'-9" 8 '-0 " 36" MAX. OR DOORS 21" MIN. TO FIXTURES, WALLS MIN. 1'-0" 1 9 " M IN . 1 9 " M IN . 15" MIN. TO FINISH

FRONT ELEVATION

SIDE ELEVATION

WATER CLOSET CLEARANCE DETAIL

8

'-0

"

FRONT ELEVATION

SIDE ELEVATION

VANITY SINK CLEARANCE DETAIL

4 " 2 '-5 1 /2 " 8 '-0 " VARIES 4 " 2 '-5 1 /2 " V A R IE S VARIES 8 '-0 " MIRROR FAUCET KICK PLATE FAUCET MIRROR SCALE: DATE: DRAWN BY: CHECKED BY: PLAN: REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

As indicated

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SLAB & PLUMBING

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(4)

H B HB DW WH

DOOR HEADERS

6'-8" BI-FOLD 6'-8" SWING 8'-0" SWING

HEADER HEIGHT 82" A.F.F. 82 1/2" A.F.F. 98 1/2" A.F.F. HEADER HEIGHT HEADER HEIGHT

CABINET BACKING

KITCHEN MASTER BATH GUEST BATH LAUNDRY ROOM

UPPER TOP @ 84" BASE TOP @ 35" UPPER UPPER UPPER TOP @ 84" BASE TOP @ 35" BASE TOP @ 31" BASE 1 '-4 " 8 '-8 " 1 '-9 " 1 8 '-4 " 3 '-7 " 2 6 '-4 " 40'-0" 1 '-4 " 4 '-0 " 1'-0" 3'-0" 1'-0" 1 '-1 0 " 2 1 '-9 " 3 7 '-9 " 40'-0" 28'-0" 12'-0" 14'-9" 8'-8" 4'-7" 10'-8" 1'-4" 1 0 '-0 " 5 0 '-0 " 4'-0" 3'-8" 6'-2" 14'-2" 7'-11 1/2" 2'-1" 3'-0" 1 5 '-2 " 5 '-9 " 3 '-9 " 3 '-7 1 /2 " 6 '-0 " 4 '-0 " 8 '-1 1 1 /2 " 8 '-9 " 20'-11" 6'-3" 12'-10" 6'-0" 3'-0 1/2" 8" _4'-9" _8" 13'-10" 11'-6" 2'-4" 3'-4" 5'-8" 17'-2" 15'-5" 8'-2" 3'-0" 6'-0" 4'-2" 3'-3" 4 '-0 " 3 '-1 1 " 3 '-4 " 4 '-1 0 " 7 '-1 1 " 4 '-0 " 1 0 '-8 " 2 2 '-8 " 2 7 '-1 1 " 1 '-1 1 " 6 '-1 1 " 2 '-3 " 1 1 '-0 " 2'-0" 8'-0" 2'-0" DBL SINK RANGE A/H R E F S P A C E 6" WALL 6" WALL 6" WALL 6 " W A LL

LANAI

9'-4" CEILING

BEDROOM #1

9'-4" FLAT CEILING

GREAT ROOM

KITCHEN

FLEX

BEDROOM #2

BATH #2

W.I.C.

BATH #1

FOYER

UTILITY

9'-4" CEILING 1 2 " V IN Y L S H E LF 1 2 " V IN Y L S H E LF 12" VINYL SHELF 1 2 " V IN Y L S H E LF 1 2 " S H E LF 12" SHELF MIN. R-13 OR BETTER INSULATION SEE NOTE 10

NOTE: THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARGAE SIDE

ESCAPE

O.H. CABS O.H. CABS

O .H . C A B S EGRESS EGRESS EGRESS E G R E S S PANTRY SEE NOTE 9 6" KNEEWALL 34 1/2" TALL MIR. 2017 ACCESSIBLE 22" X 36" ATTIC ACCESS 2 2 2 2 2 2 5 2 2 B A A A A A C A 3 VERIFY LOCATION W/

SITE PLAN. A/C UNIT NOT TO ENCROACH EASEMENT. 1 5 5 S A F E T Y G LA Z E D 6 1 '-4 "

GARAGE

9'-4" FLAT CEILING 12" VINYL SHELF 1 2 " V IN Y L S H LF 8'-0" TALL DOORS 2'-9" 16'-0" 2'-9" 5'-0" 2'-4" 3'-2" 8'-0" 21'-6" 5'-0" 13'-6" 2 5

ENTRY

9'-4" FLAT CEILING DRYER WASHER OPT. LT. TILE SH OW ER REC ESS 3 1 /2" 42" HIGH KNEEWALL WITH GLASS M IR . MIR. 2'-0" 3'-0" 2'-3" 5'-10" 5 '-1 0 " 1 '-6 " 2 '-0 " 1 '-6 " 2 '-0 " 3 3

TOILET PAPER ROLL

2'-6" 1 '-8 " TOWEL BAR 4 '-0 " 3'-2" MIN. 4" MIN. 4"

BATHROOM NOTES

ALL TUB DECKS @ 21" A.F.F

ALL BLOCKING TO BE PT IN SHOWERS TOWEL BAR

TP TOILET PAPER

TB

PLAN NOTES

1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR

ALL WINDOWS AND DOORS

2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.

3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER

PER FLORIDA BUILDING CODE R 308.4.5.

4) NON BEARING INTERIOR FRAME WALLS SHALL BE

FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)

5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD

GARAGE DOOR HARDWARE

6) KITCHEN KNEE WALL TO BE FRAMED W/ TOP @

34 1/2" A.F.F.

7) INSTALL SMOOTH WALLS IN KITCHEN AND ALL

BATHROOM AREAS

8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES

@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5

9) THE GARAGE SHALL BE SEPARATED FROM THE

RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATIION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARD OR EQUIVALENT

10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.1.5,

11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE

12) ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" 0.F.F. W/ 15" INCREMENT.

13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE

INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.

INTERIOR DOOR SCHEDULE

MARK 1 2 3

DOOR WIDTH NOTES

P.K. = POCKET DOOR B.F. = BI-FOLD DOOR B.P. = BI-PASS DOOR L.V. = LOUVERED DOOR 4 5 6 7 8 3'-0" 2'-8" 2'-6" 2'-4" 2'-0" 1'-8" 1'-6" 2'-11" 8 '-0 " 4 " 8 '-4 " 1 '-0 " 9 '-4 "

FLEX ROOM DETAIL 5'-0" 8 '-0 " 4 " 8 '-4 " 1 '-0 " 9 '-4 "

FOYER ROOM DETAIL 4'-9"

FACE OF OUTSIDE WALL TO FACE OF STUD WALL FACE OF STUD TO FACE OF STUD

1/2"

3 1/2" 1/2"

FACE OF EXTERIOR WALL

1/2"

3 1/2" 1/2"

TYPICAL DIMENSION STRING

DATE: DRAWN BY: CHECKED BY: PLAN: REVISED:

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DOOR SCHEDULE

TYPE

MARK

DESCRIPTION

MANUFACTURER

HEIGHT

WIDTH

COMMENTS

QTY

1 3080 ENTRY

DISTINCTION

8'-0"

3'-0"

1

2 8080 SL. GL. DR.

DISTINCTION

8'-0"

1

3 16080 OHGD

GARAGE DOOR

8'-0"

16'-0"

1

WINDOW SCHEDULE

MARK

DESCRIPTION

HEIGHT

WIDTH

COMMENTS

QTY

A

25 SH

5'-1"

2'-11"

6 B

35 SH

5'-1"

4'-4"

1 C

12" X 36" FIXED GLASS

1'-0"

3'-0"

1

OPT. IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT

SQUARE FOOTAGE

ENTRY 23 SF

LANAI AREA 120 SF

GARAGE AREA 632 SF

LIVING AREA 1658 SF

(5)

H B HB DW WH

BEDROOM #1

BATH #1

W.I.C.

BEDROOM #2

GARAGE

FLEX

FOYER

KITCHEN

GREAT ROOM

BATH #2

LANAI

9'-4" CEILING

UTILITY

9'-4" CEILING HIP H IP R ID G E R ID G E R ID G E HIP H IP V AL LE_Y

ENTRY

BEARING HEIGHT

= BEARING @ 9'-4"

MODEL 1670 F: ATTIC VENTILATION FBCR R806

SOFFIT ONLY (1/150) WITH ROOF VENTS (1/300)

AREAS (SQ. FT.) _{ATTIC VENTILATION REQUIRED} _{ATTIC VENTILATION REQUIRED}

MARK SOFFIT

2700.2 SQ. FT.

ATTIC AREA/150

6.75% -.-- SQ. FT. -.-%

COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS

(R.V.)

ROOF VENTS ARE NOT REQUIRED

32" BASE 2 2 -3 /8 " B A S E LOMANCO 770-D 0.97 SQ. FT. FREE AIR (NO ROOF VENTS)

18.0 SQ.FT.

"SOFFIT ONLY" QUALIFIES

SOFFIT MODEL

ACM QUAD 4, FULL VENT, NARROW PATTERN, 8.15% FREE AIR FLOW

ATTIC

266.7 SQ. FT.

MIN AIR FLOW OF SOFFIT

ROOF VENT MODEL

1st STORY

REQ'D AIR FLOW OF SOFFIT

QUAD 4 SOFFIT HAS

8.15%

ATTIC AREA/300 QUANTITY OF ROOF VENTS -SCALE: DATE: DRAWN BY: CHECKED BY: PLAN: REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

As indicated

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ROOF PLAN "FL"

(6)

H B HB DW WH TV TV T V T 3 3 3 3 TV T H H D B 200 AMP PANEL ELECTRIC METER NOTE: VERIFY LOCATION OF GFI PER DECO BANDING

A WP GFI

A G

GFI GFI GFI

GFI GFI GFI PRE-WIRE FOR FAN (TYP.) D VP EXH FAN GFI PRE-WIRE FOR FAN (TYP.) PRE-WIRE FOR FAN (TYP.) PRE-WIRE FOR FAN (TYP.) D D D EXH FAN/ LIGHT VP EXH FAN GFI A _A A A WP GFI A/C DISCONNECT GFI @ 42" A.F.F. GFI @ 42" A.F.F. A/C DISCONNECT SD SD SCD SCD WP GFI A A GFI @ 42" A.F.F. GFI @ 42" A.F.F. A A A A A A A A A A A A A K K OPT. OPT. OPT. _OPT. OPT. OPT. OPT. OPT. B F F F N OPT. OPT. OPT. OPT.

200 AMP ELECTRICAL RISER DIAGRAM

200 AMP PANEL M

(2) 4/0 AL & (1) 1/0 AL OR CU EQUIVALENT

#6 CU MIN. TO (2) GROUND RODS, AT LEAST 6FT APART. POWER CO.

ELECTRICAL PLAN 1670 "F"

200 AMP SERVICE TAG A B C D E F G H I J K L M N O P Q QUANTITY PRODUCT () () () (X) () (X) (X) () (X) () () () (X) (X) (X) (X) (X) (FLUSH MOUNTED LT.) (VAPORS) (PENDANT LIGHT (10" MUSHROOMS) (24" 3 LT) (36" 4 LT) (2 LIGHT SEMI-FLUSH) (COACH LIGHTS) (COACH LIGHTS) (J BOX) (4' FLUORESCENT) (2' FLUORESCENT) (5LT CHANDELIER) (3LT CHANDELIER) (PENDANT/ NOOK) (X) (X) J ELECTRICAL NOTES:

ALL OUTLETS IN WET AREAS AND ALL

ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET AT OR ABOVE BASE FLOOD ELEVATION PLUS 1'-0" FREEBOARD. ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER

RESISTANT RECEPTACLES SHALL BE INSTALLED

INSTALL PHONE AND T.V PER CONTRACT. IN DWELLING UNITS PER N.E.C 210.12 AND 406.11

EXTERIOR OUTLETS TO BE GFI'S.

NOTE: NOT ALL SYMBOLS ARE USED FOR THIS PROJECT.

SURFACE MOUNTED CEILING LIGHT TELEVISION RECEPTION OUTLET AC/DC SMOKE DETECTOR TO BE INTERCONNECTED

WALL MTD. BRACKET LIGHT DIMMER SWITCH

3 WAY SWITCH SINGLE POLE SWITCH

TELEPHONE OUTLET MOTION SENSOR SWITCH

A/C DISCONNECT DUPLEX FLOOD LIGHT

TRACK MTD. LIGHTS EXHAUST FAN

PUSH BUTTON (PB) / DOOR BELL (DB) FLUSH MOUNTED LIGHT

1/2 SWITCHED DUPLEX OUTLET DUPLEX RECEPTACLE OUTLET 4-PLEX RECEPTACLE OUTLET 220 V RECEPTACLE OUTLET SINGLE RECEPTACLE OUTLET

DUPLEX RECEPTACLE AT ELEV. A.F.F. ELECTRICAL PANEL

ELECTRICAL METER

120 V JUNCTION BOX

DUPLEX RECEPTACLE - ABOVE COUNTER

3

D

SD

TV

ELECTRICAL LEGEND

2' UNDER COUNTER LIGHT 4' FLUORESCENT LIGHT INTERCOM

IC K

P KEYPAD

ANY RESIDENT HAVING A FOSSIL-BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PERPOSES.

PER RULE 9B-3.04.72 SD (SMOKE DETECTOR)

SCD (CARBON MONOXIDE/ SMOKE DETECTOR)

AFF

MS

INSTALL ALL ELECTRICAL PER NEC 2014 SCD T DATE: DRAWN BY: CHECKED BY: PLAN: REVISED:

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8 1/4" = 1'-0"

ELECTRICAL PLAN "FL"

(7)

RESIDENTIAL SPECIFICATIONS

1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT

THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.

2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK

ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK.

3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE

FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000 PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.

5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOB

SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE

ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS

SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY AND EQUIVALENT STRENGTH PRODUCT.

ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING NAILS, SHALL BE HOT MOPED DIPPED GALVANIZED OR STAINLESS STEEL CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES, WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPS AND CONNECTORS AS SPECIFIED HEREIN.

7. TREATED WOOD

REQUIREMENTS:-ALL TREATED WOOD EXPOSED TO WEATHER SHREQUIREMENTS:-ALL BE PROTECTED, PRESSURE TREATED, OR NATURALLY RESISTANT TO DECAY.

ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR PRESSURE TREATED.

8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER

THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS. 9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.

SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5 10. LANAI CEILINGS & COVERED ENTRY CEILINGS

1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8" EXTERIOR GYP. BOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL SCREWS @ 6" O.C. EDGE AND FIELD.

GENERAL NOTES

1

ROOF SHEATHING

SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT SHEETS SHALL BE MAINTAINED . INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES. THE ROOF SHEATHING SHALL BE NAILED WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK NAILS PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER, RING DIAMETER OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH.

FLASHING

FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK, 26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGE ZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP SYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5). DRIP EDGE

DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS, LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUM OF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.

GENERAL ROOF ASSEMBLY

3

INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE LAYER APPLICATION UNDER TILE ROOF.

THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY WITH THE PROVISIONS OF R905.3 F.B.C.

MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT MANUFACTURER'S IDENTIFICATION MARK.

APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL INCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:

1. TILE PLACEMENT AND SPACING,

2. ATTACHMENT SYSTEM NECESSARY TO COMPLY WITH CURRENT WIND CODE,

A. AMOUNT AND PLACEMENT OF MORTART B. AMOUNT AND PLACEMENT OF ADHESIVE

C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS. 3. UNDERLAYMENT

4. SLOPE REQUIREMENT.

CLAY AND CONCRETE ROOF TILE SPECS

4

SHINGLES

15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6

FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE. INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS

DETERMINED BY ASTM D 3161. FASTENERS

FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F 1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE (0.105") WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENTRATE THE SHEATHING

THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION, MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL

ASPHALT SHINGLE ROOF SPEC'S

6

R310.1.1 MINMUM OPENING AREA- ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF

5.7 SQUARE FEET (0.530 m2_).

EXCEPTION- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m2_).

R310.1.2 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm).

R310.1.3 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm).

R310.1.4 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS.

R310.2 WINDOW WELLS- THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m2_{), WITH A MINIMUM HORIZONTAL}

PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.

MINIMUM EGRESS WINDOW DETAIL

1'-8" MIN. 2 '-0 " M IN . 3 '-8 " M A X . FINISH FLOOR 5.7 SQ. FT. CLEAR OPENING

R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" AHLL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OF PROTECTION AT THE HEAD AND SIDES.

"PAN FLASHING" IS A GENERIC TERM THAT USED TO REFER TO "METAL PAN FLASHING". HOWEVER MANY MODERN MATERIALS HAVE BEEN DEVELOPED FOR THE SAME FUNCTION SUCH AS:

- FLEXIBLE PEEL AND STICK FLASHING MEMBRANE -FLUID APPLIED FLASHING

FOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS

FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS: FMA/AAMA 100

FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300

INSTALL "PAN" FLASHING AT THE WINDOW SILL OPENING FOR WINDOW OR DOOR

WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES

THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,

SHALL SUPERCEDE THIS DETAIL

PAN FLASHING PER R703.4

SCALE: N.T.S.

WALL SHEATHING WITH HOUSE WRAP OR ZIP SYSTEM WALL SHEATHING PAPER BACK METAL LATH MID WALL WEEP SCREED OVER FELT STRIP MASONRY NAIL

6" WIDE FELT

MASONRY WALL

WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS FELT AND WEEP SCREED W O O D F R A M E M A S O N R Y W A LL CORNER OF BUILDING CORNER BEAD

MITER OUT CORNER BEAD AT MID WALL WEEP SCREED CAULK CENTER JOINT IN MID WALL WEEP SCREED 2" IN EA. DIRECTION AT CORNER

CORNER OF BUILDING

FULLY EMBED BACK FACE OF WEEP SCREED IN CAULK. LET OOZE OUT AT CORNER AND SCREED 2" MIN. WIDTH WIRE LATH WITH FELT OVER FRAME WALL EXPANSION JOINT

EXPANSION JOINT OVER WIRE LATH

DECO. TEXTURE FINISH OVER WIRE LATH

W O O D F R A M E M A S O N R Y W A LL MASONRY WALL MASONRY WALL

DECO. TEXTURE FINISH OVER WIRE LATH

EXPANSION JOINT MASONRY WALL EXPANSION JOINT AMICO M-TYPE CONTROL JOINT AMCJM-780 OR APPROVED EQUAL OVER LATH (CUT LATH BEHIND CONTROL JOINT 1/4" MIN. GAP) LOCATE OVER STUD ONLY AND PER NOTE 1

*

NOTE 1:(AT WOOD

FRAME ONLY)

MAX OF 144 SQ. FT. BETWEEN CONTROL JOINTS. NOT GREATER THAN 18'-0" O.C. MAX AREA RATIO OF

CONTROL JOINTS-2-2/1 TO 1 WIRE THE CONTROL

JOINT TO LATH WITH 18 GA. GALVANIZED WIRE AT 7' O.C. MAX. WIRE LATH

OVER FELT

FELT PAPER FRAME WALL FELT STRIP WIRE LATH OVER MID WALL WEEP SCREED OVER FELT STRIP MID WALL

WEEP SCREED OVER FELT STRIP

MITER OVER SCREED

FELT STRIP

OVER BLOCK WALL BUILDING

MASONRY WALL

MID WALL WEEP SCREED DETAIL

WEEP SCREED DETAIL

INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE WOOD STUD FRAMING IS ABOVE MASONRY WALLS.

8"X8"X16" CONC. BLOCK

CONCRETE FOOTING SEE FOUNDATION PLAN FOR SIZE AND REINFORCING.

PRECAST CONCRETE SILL 1/2" DRYWALL W/ TEXTURED WALLS

WOOD BASE

1X2 P.T. FURRING STRIPS @ 16" O.C. W/ INSULATION (MIN. R4.1)

4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".

DECO. CEMENT FINISH PER ASTM C-926

SILL SET IN MORTAR

SEE ENERGY CODE FORMS FOR INSULATION R-VALUES

1X4 P.T. STRIP VENTED SOFFIT SHALL MEET R703.1.2.1 SEE TABLE 3 ON S-3 DRYWALL CEILING PER NOTE 9 IN TABLE 1 ON A-6 GRADE PROVIDE TERMITE TREATMENT WITH "BORA CARE". SLOPE TO EXTERIOR

ROOF SHEATHING PER SCHEDULE 2/S-3. AND PER NOTES IN TABLE 2 ON A-6 TILE ROOF PER NOTE 4 ON A-6.

EMBEDDED STRAP AT EACH TRUSS PER ROOF FRAMING PLAN.

FLASHING AND DRIP EDGE PER NOTES IN TABLE 2 ON A-6

WINDOW, SEE SCHEDULE AND PLAN. PRECAST LINTEL

SEE FRAMING PLAN WINDOW BUCKS

1X4 P.T. BUCK W. BED OF CONTINUOUS CAULK UNDER PROVIDE VENTILATION

PER R806.1

8"X8" CONTINUOUS BOND BEAM W/ 1 #5, GROUT SOLID

WOOD TRUSSES @ 24" O.C. (TYPICAL) DESIGNED BY DELEGATED TRUSS ENGINEER.

2x6 MIN. SUB FASCIA

4 " M IN . 1 2 " M IN . 1 '-4 " W SCALE: DATE: DRAWN BY: CHECKED BY: PLAN: REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

As indicated

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(8)

H B HB DW WH DBL SINK RANGE R E F . S P A C E

4" SLAB W/ 2,500 PSI CONC. W/ 6X6 # 10/10 W.W.M. REINFORCING OVER 6 MILL VISQUEEN BARRIER ON

MECHANICALLY COMPACTED FILL @ 95%. THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1. SEE SITE PLAN BY OTHERS

ELEV. @ 0'- 0"

6" X 12" RECESS SEE DETAIL

16'-0" X 8'-0" O.H. GARAGE DOOR SET A/C PAD ABOVE

FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1 SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1 ELEV. @ -0'-4" ELEV. @ -0'-4" ELEV. @ -0'-4" PROVIDE 1/4" WATER LINE @ REF. SPACE FOR ICE MAKER RUN CONDUIT FOR

ELECTRIC AT ISLAND

STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".

F3 F3 F3 F3 F3 F3 F3 F3 F3 F6A F6A F3 F 3 W / C U R B F 3 W / C U R B F6A F3 NOTE: INSTALL 1-3/8" THICK

SOLID WOOD DOOR BETWEEN LIVING & GARAGE PER

R302.5.1

PROVIDE TERMITE TREATMENT WITH "BORA CARE"

INDICATES (1) #5 VERTICAL BARS IN GROUTED CELL, LAP 25" W/ #5 DOWEL OUT OF SLAB W/ 7" HOOK INTO TOP OF BOND BEAM @ 48" O.C. MAX

8F8-1B SET GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1#5 TOP @ 9'-4" ADD VERT #5 @ 48" O.C. GROUT SOLID PAVERS BY OTHERS PAVERS BY OTHERS A/H 5 '-0 " T U B / S H O W E R 8 " 8 " 5 0 '-0 " 8 '-8 " 1 '-4 " 40'-0" 28'-0" 10'-8" 1'-4" 5'-10" 3'-10" 18'-4" 8 '-3 " 1 '-6 " 5 '-1 0 " 2 '-1 0 " 2 '-6 1 /2 " 15'-4" 2'-10" 1'-8" 2'-8" 17'-6" 30'-1" 9'-11" 5 0 '-0 " 9 1/2" 3'-5" 9 1/2" 6 1 '-4 " 2'-0" 8'-0" 2'-0" A F A A 15'-5 1/2" 4'-0" 2'-5" 18'-1 1/2"

DRYER WASHER OPT. LT.

40'-0"

2'-9" 16'-0" 2'-9" 5'-0" 2'-4" 11'-2"

21'-6" 5'-0" 13'-6"

LOWEST POINT OF GARAGE SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP

2 " S LO P E P F6A 11 S-3

PROVIDE SAWCUTS IN SLAB PER DETAIL 5/S-3 11 S-3 TILE SHOWER RECESS 3 1/2" 7 '-1 " A 6 1 '-4 " P P 1 '-8 " FIN. GRADE #5 DOWEL WITH 7" HOOK, EMBED 5" MIN. 2 #5 CONT. W/ 3" CLEAR COVER. 1'-0" 1 '-0 " M IN . 2 '-1 " 1 '-8 " FIN. GRADE #5 DOWEL WITH 7" HOOK, EMBED 5" MIN. BELOW GARAGE FLOOR 2 #5 CONT. W/ 3" CLEAR COVER. 1'-0" 1 '-0 " M IN . 7 5/8" . VARIES WITH SLOPE OF FLOOR

CURB IS OPTIONAL & NOT INCLUDED IN FOOTING DIMENSIONS 2 '-1 " 8"X8" CONC. RIBBON W/ 1 #5 ROD CONT. 1 " ₃" 8 " 8" PAVERS SAND

TYPE LENGTH WIDTH DEPTH

2'-6" 2'-6" 3'-0" 3'-0" 3'-6" 3'-6" 4'-0" 4'-0" 5'-0" 5'-0" A B C D E 1'-0" 1'-0" 1'-0" 1'-2" 1'-2" 3-#5 3-#5 4-#5 4-#5 4-#5 4-#5 5-#5 5-#5 6-#5 6-#5 -REMARKS

LONG WAY SHORT WAY BOTTOM REINF.

PAD FOOTING SCHEDULE

U S E D 3'-6" 2'-6" F 1'-0" 3-#5 4-#5

-TYPE LENGTH WIDTH DEPTH

CONT. 1'-4" 1'-8" 1'-0" 1'-4" 1'-4" F1 F2 F3 F4 F5 1'-8" 1'-0" 1'-0" 2-#5 SHAPE

WALL FOOTING SCHEDULE

U S E D _BOTTOM REINFORCING F6 F6A CONT. CONT. CONT. CONT. CONT. CONT. 1'-4" 0'-8" 0'-8" 1'-8" 0'-10" 0'-8" 2-#5 2-#5 2-#5 2-#5 2-#5 1-#5 ADD CURB TO GARAGE, SEE DETAIL

FOUNDATION PLAN

PLAN NOTES:

1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"

2. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.

3. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING

TO BOND BEAM.

4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY

EXTEND BEYOND FACE OF WALL.

5. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/

DOOR SUPPLIER.

6. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-3.

SCALE: 1/4" = 1'-0" 3" CLEAR COVER 1 #5 8 " 8" 2 #5 BARS CONT. 2 " 1 0 " 8" 8" RECESS 4" CONC.SLAB GRADE 2 #5 BARS CONT. 6 " 1 0 " 1'-0" 1'-0" RECESS 4" CONC.SLAB _GRADE DATE: DRAWN BY: CHECKED BY: PLAN: REVISED: