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PROJECT:
CUSTOMER NAME:
SITS NUMBER:
SITE ADDRESS:
SITE INFORMATION
PROPERTY OWNER:
ST. LUCIE HABITAT FOR HUMANITY, INC
702 SOUTH 6TH STREET
FORT PIERCE, FL 34950
PHONE: (772)464-1117
SITE ADDRESS:
7803 JAMES STREET
FORT PIERCE, FL 34951
ST.LUCIE COUNTY
GEOGRAPHIC COORDINATES:
LATITUDE: 27° 31' 30.85"N (27.52524')
LONGITUDE: 80' 24' 14.66"W (-80.404070)
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7803 JAMES STREET
HABITAT FOR HUMANITY
HABm3BRHC
7803 JAMES STREIT
FORT PIERCE, FLr,.4951
ST. LUCIE COUNT)
APPLICABLE CODES
* ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE
WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
NOT CONFORMING TO THESE CODES.
1. 2014 FLORIDA BUILDING CODE, 5TH EDITION
2. 2014 FLORIDA PLUMBING CODE, 5TH EDITION
3. 2014 FLORIDA MECHANICAL CODE, 5TH EDITION
4. 2014 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 5TH EDITION
5. 2011 NATIONAL ELECTRIC CODE
EC 1. 2 2017
PERM11-TiNG
S Lucie County, FL
SHEET INDEX
SHT NO:
SHEET TITLE:
REV:
CS-1
TITLE SHEET
A
G-1
GENERAL NOTES
SP-1
SITE PLAN
A-1.0
FLOOR PLAN
A
A-2.0
ROOF PLAN
A-3.0
ELEVATIONS
A
A-3.1
ELEVATIONS
S-1.0
FOUNDATION PLAN
S-2.0
FRAMING PLAN
E-1.0
ELECTRICAL PLAN
P-1.0
PLUMBING PLAN
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THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS,
ENGINEERING LICENSE:
WA
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Anthony DIN:cU5, st
Pierce, o=W
T. Tombo Engineering
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Date: 2017.1
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ANTHONY T.TOMBO' IBFL�F'E#800t33004Ci287
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THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT
THE EXPRESS WRITTEN CONSENT OF HABITAT FOR
HUMANITY.
VKUJEGT NUMBER:
TS- 1764
KtV151UN5:
DESCRIPTION
DATE
BY
RE
PERMIT SET
10/11/2017
AG
-
PERMIT RESPONSE 1
12/11/2017
AG
A
a 11 G IYAIYIC:
7803 JAMES STREET
VIIG 17VIVIUCR.
HAB-3BRHC
v11 G FIIJUM11 J:
7803 JAMES STREET
FORT PIERCE, FL 34951
onr_r_ 1 uCJI.KIr 11UN:
TITLE SHEET
SHEET NUMBER:
csiiiiiiiiiii mo
1.
2.
3.
GENERAL NOTES
DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR
ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL
RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN
WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE
ACCEPTED.
THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE
SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL
EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS.
1.
2.
3.
4.
FRAMING NOTES
ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
BOTTOM EACH STUD.
STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION.
ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING
1.
2.
3.
REINFORCED MASONRY NOTES
DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS
FOR MASONRY STRUCTURES (ACI 530-08) AND THE SPECIFICATIONS FOR MASONRY
STRUCTURES (ACI 530.1-08).
CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS
OF ASTM C90, fm = 1900 PSI MIN, BLOCK IS TO BE HANDLED AND STORED TO PREVENT
DAMAGE TO AND CONTAMINATION OF THE UNITS.
MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO
ASTM C1314 AT THE BEGINNING OF THE PROJECT AND
BE TESTED IN AT EVERY 50 0 SFCORDANCE OF WALL AREA.
STRUCTURAL DESIGN STATEMENT
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND
SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE
STRUCTURAL PORTIONS OF THE BUILDING CODES.
I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED
ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES
SPECIFIED BY THE CODES LISTED BELOW.
DESIGN PARAMETERS & ASSU M PTIONS
USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT COLLAPSE
4.
GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE
CODE EDITION:
4.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL
OR DAMAGE.
REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX
FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS.
WITH A f OF 2500 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED
x FLORIDA BUILDING CODE
5.
ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S (UNLESS NOTED
GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50
x ASCE 7-10 (EXPOSURE CONDITION) C
5.
IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL
OTHERWISE) S.Y.P. FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL
YARDS MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT
CONSTRUCTION TYPE: VB
TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF
THICKNESS).
SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK.
OCCUPANCY CLASSIFICATION: R-3
THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION.
6.
DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, #2 OR BETTER AND SHALL PROVIDE
6.
CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT
BUILDING DESIGNED AS:
6.
ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR SINGLE MEMBER USES, 90 PSI IN
FOR INSPECTION.
PARTIALLY ENCLOSED x ENCLOSED OPEN TESTED (WIND TUNNEL)
AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE
HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1600 KSI OR BETTER,
BUILDING HEIGHT:
WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN.
AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
7.
WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY
x 5 60FT. (ASCE 7-10)
BE DRILLED (3/4" DIA. X 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR
7.
BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR
7.
NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE C-CHANNEL
ULTRABOND EPDXY".
> 60FT. (MUST USE ASCE 7 )
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
TYPE STUDS AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" GYPSUM
MEAN ROOF HEIGHT:
DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG BUGLE HEAD DRYWALL SCREWS
8.
SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON
(FOR LOW RISE BUILDING WITH SLOPED ROOFS)
8.
IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP
AT 12" O.C. MAX.
STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING
RISK FACTOR: II
DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW
OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO
,
AND APPROVAL.
8.
METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROOVE OR DIMPLED. CEILINGS AND
CONSTRUCTION.
(DETERMINED BY BUILDING USE / OCCUPANCY,
SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4" O/C AS FOLLOWS;
REFR TO ASCE 7-10 TABLE 1.6-1)
9.
ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED.
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD
9.
AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM
INTERNAL PRESSURE COEFFICIENT: 0.18 .
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1 - 1/4" PENETRATION
STEEL 30" INTO POURED BEAMS.
(ENCLOSED BUILDING)
10.
THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL
HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE
WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS
10.
ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER
BASIC WIND VELOCITY PRESSURES:
EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC.
SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER
WITHOUT ANY CHANGE OF REQUIRED STEEL.
APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN
A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN
APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE
11.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND
METAL FRAMING: SELF TAPPING SCREWS #12 X 1/2" WASHER HEAD STAPLES SHALL NOT
11.
STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE.
COMPONENTS AND CLADDING, AS APPLICABLE:
TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS.
BE USED FOR SOFFITS OR CEILINGS.
12.
PROVIDE FILLED CELLS @MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT
WIND SPEED 170 (3-SEC. GUST) BASIC VELOCITY PRESSURE 32.04 PSF
12.
THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT
9.
PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES.
LOCATIONS IN C.B.S. WALLS (TYPICAL).
NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS,
ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE
GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON
RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT
10.
PROVIDE 2X4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP @ 35" A.F.F. & TOP @ 8'-0"
13.
AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5'.
CONSTRUCTION PLANS.
WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION.
A.F.F. & IN BATHROOM VANITY AREAS W/ TOP @ 30" A.F.F. OR AS REQUIRED FOR CABINET
x 5" HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH
ATTACHMENT.
CELLS.
ROOF TRUSS LIVE LOAD
13.
ALL FIRE RATED WALLS AND PARTITIONS AND PARTITIONS INSULATED FOR SOUND
TOP CHORD LIVE LOAD: 20 PSF
TRANSMISSION ARE TO RUN CONTINUOUS FROM FLOOR TO UNDERSIDE OF ROOF/FLOOR
14.
REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL
DECK ABOVE. ALL JOINTS TO BE TAPED AND SPACKLED AND ANY DUCT PENETRATIONS TO
REQUIRED
PRE-ENGINEERED WOOD TRUSSES
MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED,
BOTTOM CHORD LIVE LOAD: 0* PSF
BE FIRE DAMPERED AS BY CODE.
SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS
CONCENTRATED LOAD AT ALL
14.
ALL CEMENT, PLASTER, OR PORTLAND CEMENT BOARD ABUTTING OTHER MATERIAL TO BE
OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE
STRUCTURES. (A.C.I. 318-08)".
BOTTOM CHORD PANEL
FINISHED WITH METAL EDGE STRIPS.
1.
THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS
JOINTS (HVHZ ONLY): 200 LB
(TRUSSES AND GIRDERS) AND IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING
.
15.
ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED
SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING
* TRUSSES TO BE DESIGNED WITH 10 PSF BOTTOM CHORD LIVE LOAD
EQUIPMENT FIRE RATED WALLS SHALL BE BACKED WITH 5/8" TYPE X GYPSUM BOARD OR
SCHEME SHOWN INDIVIDUAL TRUSSES, ILL CLOSELY PARALLEL FINAL TRUSS AND FLOOR SYSTEM LAYOUT. SEE LAYOUT & ENGINEERING SHEETS BY
CONCRETE NOTES
NON -CONCURRENT TO OTHER LIVE LOADS.
AS REQUIREDD TO MAINTAIN THE RATING.
TRUSS MANUFACTURER.
16.
PROVIDE DOUBLE STUDS, BLOCKING, OR BACKING AS REQUIRED TO SUPPORT WALL
2.
M DIRECTION OF TRUSSES AND SLABS
THIS FRAMING SCHEME , MAJOR G.T. BEARING
(
1.
ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN
ROOF TRUSS DEAD LOAD
MOUNTED EQUIPMENT. ALL WOOD BLOCKING IN CONTACT WITH MASONRY/CONCRETE OR
POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM W.H.E. WHO
28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE.
TOP CHORD DEAD LOAD: 10 PSF
MOIST/HUMID CONDITIONS SHALL BE PRESSURE TREATED. METAL STUDS MAY BE USED IN
MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE &
LIEU OF WOOD BLOCKING. ISOLATE PRESSURE TREATED WOOD FROM METAL FRAMING
ACCORDINGLY.
FOUNDATIONS.
BOTTOM CHORD DEAD LOAD: 10 PSF
WITH 15# FELT AND USE CORROSION RESISTANT FASTENERS TO MINIMIZE GALVANIC
3.
FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST
ROOF TRUSS DEAD LOAD
ACTION.
SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNERS MUST
2.
MINIMUM CONCRETE COVER FOR REINFORCING BARS:
TO RESIST WIND UPLIFT: 10 PSF TOTAL
17.
ALL EXPOSED METAL TO BE PAINTED (COLOR SELECTED BY OWNER).
PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN.
STRUCTURAL PART MINIMUM COVER
FOOTINGS (CAST AGAINST SOIL)
FLOOR TRUSS LIVE LOAD
18.
ALL DIMENSIONS SHOWN ON THIS PLAN ARE NOMINAL. THE CONTRACTOR SHALL BE
4.
TRUSS AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP
STRUCTURAL PART MINIMUM COVER
RESPONSIBLE TO ADJUST ACTUAL CONSTRUCTION DIMENSIONS SLIGHTLY TO ALLOW FOR
DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA
FOOTINGS (CAST AGAINST SOIL) 3 .
TOP CHORD LIVE LOAD: 0 PSF
EXACT MATERIAL THICKNESS AND REQUIRED CLEARANCE. DIMENSIONS ON PLANS ARE TO
REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR
SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2"
BOTTOM CHORD LIVE LOAD: 0 PSF
FINISH OF INTERIOR STUD PARTITIONS; CENTERLINE OF CONSTRUCTION LINES, AND FACE
W.T E H.. O REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINGS IS A COURTESY
SLABS (ABOVE GRADE LEVEL) 3/4".
OF MASONRY.
BY W.H.E. AND IN NO WAY RELIEVES THE MANUFACTURER OF HIS RESPONSIBILITY TO
BEAMS AND COLUMNS 'fix
FLOOR TRUSS DEAD LOAD
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH W.H.E.'S SUPERSTRUCTURE. IF THERE
19.
DUCTS, PIPES, CONDUIT, ETC. - ALL VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUIT,
IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM
3.
LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL
TOP CHORD DEAD LOAD: 0 PSF
ETC. (WHETHER SHOWN OR NOT) IN FINISHED ROOMS SHALL BE LOCATED IN WALL. ITEMS
COMPANY SHALL NOTIFY W.H.E. IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY
THAT CANNOT BE LOCATED IN WALL SHALL BE FURRED IN AND FINISHED TO MATCH
MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE '
BOTTOM CHORD DEAD LOAD: 0 PSF
ADJACENT FINISHED SURFACES AND ANY REQUIRED WALL OR CEILING RATINGS, VERIFY
5.
TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5
MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS:
ACCEPTABILITY WITH WHOLE HOUSE ENGINEERING, LLC. PRIOR TO ENCASEMENT.
DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE COORDINATION
X V-0" (30" EACH WAY) UNLESS OTHERWISE NOTED.
ROOF TL: U240 .
20.
THE GENERAL CONTRACTOR SHALL COORDINATE OPENINGS IN SLABS AND WALLS AS
BETWEEN THE TRUSS DESIGN AND AIR CONDITIONING DESIGN REQUIREMENTS.
ROOF ILL: L/360 .
REQUIRED FOR THE INSTALLATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE
PROTECTION ITEMS. DO NOT CUT CONCRETE COLUMNS, BEAMS, OR OTHER STRUCTURAL
6.
W.H.E. ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS
FOUNDATION NOTES
FLOORTL: N/A
ELEMENT WITHOUT THE PRIOR WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF
UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM DRAWINGS, SIGNED AND SEALED
FLOOR ILL: N/A
RECORD.
BY A FLORIDA REGISTERED ENGINEER.
.
1.
SLAB ON GRADE: 4" THICK 2500 PSI CONCRETE SLAB WITH WxO" / W1.4 X W1.4 WELDED
MAXIMUM DEFLECTION: 1.5" .
21.
SUPPLY AND RETURN REGISTERS IN CEILINGS SHALL BE INSTALLED OFFSET FROM
7.
SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS
WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED T-0" ON CENTER
SOIL BEARING CAPACITY: 2500 PSF
ONE ANOTHER TO AVOID SOUND PASSAGE FROM ONE ROOM TO ANOTHER. SOUND RATED
ABOVE. COORDINATE W/ ARCHITECTURAL PLANS.
MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL.
ROOMS SHALL HAVE SOUND BOOTS INSTALLED IN THE DUCTWORK TO RESTRICT THE
DESIGN SOIL BEARING CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE
PASSAGE OF SOUND.
CERTIFIED TO MEET 2,500 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER.
22.
CONTRACTOR SHALL CARRY BANDING, SCORE LINES, FINISHES, ETC. AROUND EXTERIOR
DOORS AND WINDOWS
2.
ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING
ARCHITECTURAL ELEMENTS SUCH AS COLUMNS, ARCHES; SCREEN WALLS, ETC. WHEN NO
-
CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS).
ELEVATION IS SHOWN FOR THOSE SIDE OR REAR ELEVATIONS.
1.
DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS THAN 1 - 3/8"
THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING NOT LESS THAN 20
23.
THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION REQUIREMENTS OF
MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING.
SECTION 402 OF THE FLORIDA BUILDING CODE 2014, MECHANICAL.
SHOP DRAWINGS
2.
DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN SURFACE
24,
VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S
AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE OF WITHSTANDING A
PRODUCT SPECIFICATIONS
150 FOOT-POUND IMPACT TEST..
1.
THE CONTRACTOR SHALL SUBMIfTHREE COPIES OFALL SHOP DRAVNNGS,ALL FABRICATED IIEMS,AND
EQUIPMENTFORW.H.E REVIEW PRIOR TOFACBRICATTONAND COMMENCEMENT OFTHE WORK
25.
BATHTUB & SHOWER FLOORS & WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER
3.
DOORS, BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING
HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS,
GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE
2.
CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL. MOISTURE RESISTANT
CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400
BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SHOWER
FOOT-POUND IMPACT TEST.
3.
WINDOW AND DOORSUFPLIERSHALLPROMDESH�DRAWINGS.
SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6'-O" ABOVE THE ROOM
FLOOR LEVEL.
4.
THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES,
4.
FLOORANDROOF TRUSS SUPPLIER SHALLPROVIDESHOP DRAWINGS.
INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS
26.
GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY MEANS
SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II
OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
GLAZING PRODUCTS.
27.
DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
5.
GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE
DWELLING UNIT FROM THE GARAGE SHALL BE MIN..019" SHEET METAL & SHALL HAVE NO
SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE
OPENINGS INTO THE GARAGE.
THE FLOOR OF THE TUB OR SHOWER.
28.
NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM
6.
EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
ADJACENT BUILDING BY A DISTANCE OF LESS THAN V-0".
EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, AND MIN.
NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS.
THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT 54" A.F.F.
29.
DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
MAX.. WHERE WINDOW SILL HEIGHTS ARE LESS THAN 24" ABOVE THE FINISHED FLOOR OF
DWELLING UNIT FROM THE GARAGE SHALL BE MIN..019" SHEET METAL & SHALL HAVE NO
THE ROOM IN WHICH THE WINDOW 1S LOCATED, WINDOWS SHALL BE PROVIDED WITH
OPENINGS INTO THE GARAGE.
WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 OF THE FRC.
30.
DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
7.
WINDOW UNITS SHALL DISPLAY LABELS SHWOING COMPLIANCE WITH THE FL ENERGY
DWELLING UNIT FROM THE GARAGE SHALL BE MIN..019" SHEET METAL & SHALL HAVE NO
CODE.
OPENINGS INTO THE GARAGE.
8.
STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL
OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND
WINDOWS.
9,
WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE OF THE
OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS LESS
THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED
AS SET FORTH IN 4403.7.3.
PLANS PREPARED BY:
WHOLE HOUSE ENGINEERING
4451 St. Lucie Blvd. Suite 201
Fort Pierce, FL 34946
COPYRIGHT 02016 WHOLE HOUSE ENGINEERING
- DRAWING NOTICE
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
ENGINEERING L
gyyi�pp�
flk'f Ulp,aAf 4:n dy
SERTAL # :
3B BCA221000000004C12 €7DF
LPF%MYr119V 14V I IL C:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
rKUJr_U I NUMI3tK:
TS- 176
REVISIONS:
DESCRIPTION DATE BY RE
PERMIT SET 10/11/2017 AG
- SITE NAME:
7803 JAMES STREET
al 1 � 1w1n��lc:
HAB - 3BRHC
�..11 7803 JAMES STREET
FORT PIERCE, FL 34951
-- . Fl1 w. 1 VCJ\."Rlr I IVN.
GENERAL NOTES
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THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
- ENGINEERING LIcFNSF-
SERIAL #:
3BBCA221000000004C1287DF
LJItP%YY11V17 IVv 1 IVC:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
'KUJEI; I NUMBER:
TS— 17
REVISIONS:
DESCRIPTION DATE BY Rr-
PERMIT SET 10/11/2017 AG
— JI I G IVHIYIC:
7803 JAMES STREET
HAB-3BRHC
A✓LJRL•7 J.
7803 JAMES STREET
FORT PIERCE, FL 34951
- ♦7 r3cc 1 uCJVICIr 1 lvrv: �®
TITLE SHEET
INTERIOR DOOR SCHEDULE
DESCRIPTION
REMARKS
6 - PANEL HOLLOW -CORE
4M3068
6-PANELSTEEL
4'- 0" X 6'-8" BI-FOLD
GENERAL DOOR &WINDOW NOTES:
1. ALL ALUMINUM WINDOWS SHALL BE IMPACT RATED, WHITE FINISH WITH LOW "E" INSULATED CLEAR GLASS.
2. ALL WINDOW UNITS SHALL BE SUPPLIED WITH SCREENS.
3. INSTALL ALL UNITS PER THE PRODUCT APPROVAL DOCUMENTATION INCLUDING THE NUMBER, LOCATION, SIZE, AND TYPES OF
FASTENERS.
4. VERIFY ALL REQUIRED M.O. FOR WIN. & DOOR UNITS TO BE INSTALLED WITH SUPPLIER BEFORE BUILDING OPENINGS.
43,4„
L
is
1
4'
ATTIC
ACCESS
WATER SOFTENER
,6-Z W4-.
6' X 16'
CONCRETE
PAD
GARAGE
20'_0"X18,_0„
20'-8"
FRONT ENTRY
6'-0"X16'-0"
f\nu III
ATTIC
15'-0 1 /2"
BEDROOM #2
14'- 4-1/2" X IT- 4"
N
N
� 1
( EWH /
— 8'-111/2"
BATHROOM #2
8'-8" X13'-4"
EXTERIOR DOOR & WINDOW SCHEDULE
M.O. (WIDTH X HT.)
(FT -INCHES)
MANUFACTURER
DESIGN PRESSURES
PRODUCT APPROVAL
NUMBER
EXPIRATION
_
OPENING
DESIGN
PRESSURES
PRODUCT RATED
DESIGN PRESSURES
—
SYM.
ITEM
LOCATION
POS.
NEG.
O
SH - 3533 WINDOW
KITCHEN
3' - 5 3/4" X 3' - 2"
PGT
SEE ELEV S
+70.0
-110.0
16-0714.03
7/30/2020
BEDROOMS
3' - 5 3/4" X 5' - 3"
PGT
SEE ELEV'S
+70.0
110.0
16-0714.03
7/30I2020
O
SH - 3553 WINDOW
LIV ROOM
5'- 6 3/4" X 5'- 4"
PGT
SEE ELEV'S
+70.0
-110.0
16-0714.03
7/30/2020
O3
SH - 5654 WINDOW
O4
SH - 2733 WINDOW
BATHROOMS
2'- 7 3/4" X 3'- 2"
PGT
SEE ELEV'S
+70.0
-110.0
16-0714.03
7/30/2020
O
DAB 824/811 GARAGE DOOR
GARAGE
8'- 0" X 7' - 0"
DAB
SEE ELEV'S
+50.0
-60.0
16-0330.02
8/9/2021
O
JELD WEN 3068 6 - PANEL STEEL INSUL
OUTSWING DOOR W/ WD. FRAME; THSHLD.; PEEP
HOLE
LIVING ROOM
T - 2-1/4" X 6'- 10"
JELDWEN
SEE ELEV'S
+80.0
-80.0
FL11136-R5
O JELD WEN 3068 6 - PANEL STEEL INSUL. DINING ROOM 3' 2-1/4" X 6'- 10' JELDWEN SEE ELEV'S +80.0 -80.0 FL11136-R5
OUTSWING DOOR WITH WD. FRAME; THSHLD.
I
LU Fb -.
x
O"
Vo
N BATHROOM #1
7'4-1/2" X 13'- 8"
v..
— 14,4„ V-4„
TE: BATHROOM #1 NOTE: AS STUD WALLS
TO COMPLY WITH SHOWN AND CMU
ADA GUIDELINES/ WALLS SHOWN AS 8" FOR
BEDROOM #1 REQUIREMENTS. PLACEMENT PURPOSES.
I T - 8" X 13' - 8"-A ACTUAL FINISHED
DIMENSIONS WILL VARY.
F
22
HEN / DINING ROOM
18'-4"X21'-1
N
0
ruCo
wZo
ox
O X
L)
h N
39'-4'
43'-4"
STOVE'
OPENING
DRYER
a .
v
d
a.
a
a
v
a 8rX B'
CONCRETE
PAD
a v
a
a a
REFRIG. .
NOTE: BUILDER TO
COORDINATE ALL INTERIOR
FINISH ITEMS WITH OWNER.
OWNER TO SELECT ALL
FIXTURES, CABINETS,
APPLIANCES, COUNTERS,
COLORS, ETC.
(4���M�LAN
0
SQUARE FOOTAGE
LIVING:
1,535 S.F.
GARAGE:
41,3 S.F.
FRONT PORCH:
96 S.F.
TOTAL:
2,044 S.F.
VOLUME UNDER AIR:
12,288 CU. FT.
'PAD
O
O U
2 INTERIOR DIMENSIONS PLAN
A'1.O SCALE: N.T.S.
Habitat,l)
e
PLANS PREPARED BY:
WHOLE HOUSE ENGINEERING
4451 St. Lucie Blvd. Suite 201
Fort Pierce, FL 34946
PHONE: 772-409-1003
COPYRIGHT 02016 WHOLE HOUSE ENGINEERING
DRAWING NOTICE
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
— ENGINEERING LICENSE:
SERIAL #:
3B BC A 2 2100 00 00 00 4C 12 87 DF
ANTHONY T. TOMBO III - FL, PE #80083
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT
THE EXPRESS WRITTEN CONSENT OF HABITAT FOR
HUMANITY.
PROJECT NUMBER:
TS- 17E
REVISIONS:
DESCRIPTION
DATE
BY
RE
PERMIT SET
10/11/2017
AG
-
PERMIT RESPONSE 1
12/11/2017
AG
P
SITE NAME:
7803 JAMES STREET
SITE NUMBER:
HAB - 3BRHC
SITE ADDRESS:
7803 JAMES STREET
FORT PIERCE, FL 34951
SHEET DESCRIPTION:
FLOOR PLAN
SHEET NUMBER:
A- 100
STUCCO ON HIGF
RIB METAL LATE
(TYP. EXTERIOR
1 CEILING PLAN
A-2.0 SCALE: N.T.S.
ON HIGH
1 LATH
ERIOR)
ASPHALT SHI
ROOF
2 ROOF PLAN
E A_2.0 SCALE: N.T.S.
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
u F%MVVlV4%J VAV I IVC:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
JJCG I NUMt3tK:
TS-
REVISIONS:
DESCRIPTION DATE BY RE
PERMIT SET 10/11/2017 AG
NAMt:
7803 JAMES STREET
SITE NUMBER:
HAB-3BRHC
7803 JAMES STREET
FORT PIERCE, FL 34951
SHEET DESCRIPTION:
R.C.P./ROOF PLAN
SHEET NUMBER:
■
1'-6"
(TYP.)
A
- SHINGLES PER MANUFACTURER'S SPECS (TYP.).
FRONT ELEVATION
SCALE: N.T.S.
LOMANCO 135 SERIES ROOF VENT (TYP.).
■
+37.8 ; -41.0 +37.8 ; -41.0
E
+37.8 ; -41.0
2 REAR ELEVATION
A-3.O SCALE: N.T.S.
TOP OF BEAM 8'- 0"AFF
OF LINTEL - 6'- 8" AFF
0'-0"FF
-4" (MIN.) FF @ FRONT OF GARAGE
(T -O" OPENING REQUIRED)
TOP OF BEAM - 8'- O" AFF
BOTTOM OF LINTEL - 6'- B" AFF
0'-0"FF
FIBERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6)
1" ROOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30#
ROOF FELT PAPER W/ MIN. 6" LAP TIN TAGGED @ 12" O.C. INSTALL
ALL ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE NOA.
APA RATED 40/20 - 19/32" EXPOSURE 1, EXTERIOR GRADE PLYWD.
SHTG, NAIL W/ 8d RING SHANK NAILS (.131 x 21" NAILS) 6" O.C. ALL
MEMBERS. WITHIN 5'-0" OF ROOF EDGES NAIL PLYWOOD W/ 8d
RING SHANK NAILS 4" O.C., ALL MEMBERS INCLUDING FACIA.
GALV. STL. STRAP AT EA. TRUSS
(SEE ANCHORING SCHEDULE)
26ga. GALV. MTL. DRIP EDGE
P.T. 1 x 2
SEE FLOOR PLAN & ELEVATIONS
FOR TRUSS BRG. HEIGHT
2x6 ROUGH SAWN CEDAR FASCIA
W/ (2) GALV 16d EACH TRUSS
5/8" STUCCO ON MTL. LATH W/ 4"x24"
ALUM. SCREEN VENT @ 48" O.C.
MOISTURE BARRIER (METAL V - 6"(TYP.)
SEAT OR FELT PAPER)
NO. 9 GAUGE, LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT
REQUIRED @ 16" O.C. (TYPICAL)
5/8" (MIN.) STUCCO
8" CONCRETE BLOCK WALL
30" MIN. LAP 1-1/2" RECESS
(TYP)
LINE
DEPTH °.
ILL
O I
Z
g
WIDTH
/ 3
INO
1 - STORY L.B.W. TYP.
SCALE: N.T.S.
R-30 BATT OR BLOWN INSULATION
(SEE MANUFACTURERS SUBMITAL)
1/2" SAG RESISTANT DRYWALL
P.T. 1x2 FIRESTOP
8"x8" CONC. "U" BLOCK SYSTEM
W/ (1) #5 CONTINUOUS & 30" LONG
CORNER BARS AT ALL CORNERS.
PRECAST CONCRETE LINTEL
ABOVE WINDOWS & DOORS.
(1) #5 BAR VERT. IN CONC.
FILLED CELL W/ 10" HOOK @ "U"
co BLOCK (SEE FOUNDATION PLAN
FOR LOCATION)
TUFF-R R4.1 INSULATION (SEE
MANUFACTURERS SUBMITAL)
112" GYP. BOARD ON P.T. 1 x 2
FURRING STRIPS @ 24" O.C. (16"
O,G. IN MOISTURE RESISTANT
GYP. BOARD AREAS)
RECESS CMU 1.5"
DOUBLE W.W.F. 3' @ EDGE
BEYOND FOOTING HAUNCH
4"CONC., REINF. W/6"x6"
W1.4xW1.4 WWF OR FIBERMESH
ON 6-MIL POLY ETHYLENE VAPOR
BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL
STANDARD A.C.I. 90 HOOK
CONTINUOUS BOTTOM
REINFORCEMENT.
SEE SHCEDULE FOR SIZE AND
QUANTITY.
PLANS PREPARED BY:
WHOLE HOUSE ENGINEERING
4451 St. Lucie Blvd. Suite 201
Fort fierce, FL 34946
PHONE: 772-409-1003
COPYRIGHT 02016 WHOLE HOUSE ENGINEERING
VMMVV114\7 IVV IIVC
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
uRMYvuYV NU 11";
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF HABITAT FOR HUMANITY AND MAY NOT BE
REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT
THE EXPRESS WRITTEN CONSENT OF HABITAT FOR
HUMANITY.
KUJtG I NUMBER:
TS— 1
F%rVISIONS:
DESCRIPTION
DATE
BY
RE
PERMIT SET
10/11/2017
AG
-
PERMIT RESPONSE 1
12/11/2017
AG
A
JI 1 C IVMIYI C:
7803 JAMES STREET
D1I C IVUIVI6CIC:
HAB-3BRHC
JII 7803 JAMES STREET
FORT PIERCE, FL 34951
An CC 1 uCJ�.rtlt' 1 IUIV:
ELEVATIONS
SHEET NUMBER:
A - 3mO
File COPY
E
E
+37.8 : -41.0
SHINGLES PER MANUFACTURER'S SPECS (TYP.).
TOP OF BEAM - 8' - 0" AFF
Fw�Ici]85Eel aR1011la1010iQ m-ITO
0'-0"FF
1 LEFT ELEVATION
A-3.1 SCALE: N.T.S.
TOP OF BEAM - 8' - 0" AFF OIL
BOTTOM OF LINTEL - 6' - 8" AFF
11 +37.8 : -41.0
+37.8 ; -41.0 +37.8 ; -41.0
0'-0"FF
-4" (MIN.) FF @ FRONT OF GARAGE
(7' - 0" OPENING REQUIRED)
2 RIGHT ELEVATION
A-3.1 SCALE: N.T.S.
0
'PLANS PREPARED BY:
WHOLE HOUSE ENGINEERING
4451 St. Lucie Blvd. Suite 201
Fort Pierce, FL 34946
COPYRIGHT 02016 WHOLE HOUSE ENGINEERING
v11 Awvll`I 1\V 11VG
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
GIV \711VCGKIIV �7 LIVCIVJC.
313 BCA221000000004C 12870FF..
vI\ vvll\v 11V I IIIG.
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS
WRITTEN CONSENT OF
7 rKVJtI.I IVUIVItILK:
TS— 1764
REVISIONS:
DESCRIPTION I DATE I BY
I PERMIT SET 110/11/20171 AG I - 1
SITE NAME:
7803 JAMES STREET
Vl l � l.vla YLl..
HAB-3BRHC
SITE ADDRESS:
7803 JAMES STREET
FORT PIERCE, FL 34951
Vl ILLI la"VV llv IIVIN.
ELEVATIONS
SHEET NUMBER:
A 301
FOOTING SCHEDULE
FTG. SYM.
FTG. TYPE
FTG. SIZE & REINFORCEMENT
BTM. OF FTG. AT:
TOP OF FTG. AT:
16" W. X 16" D. WITH 2 - #5 CONT. ON
TOP OF HOUSE SLAB
M1
MONOLITHIC
STEEL CHAIRS SPACED MAX. 36" O.G.
WITH CURB (HEIGHT VARIES)
16" W. X 16" D. WITH 2 - #5 CONT. ON
VARIES (SEE PLANS)
M2
MONOLITHIC
STEEL CHAIRS SPACED MAX. 36"O.C.
WITH CURB (HEIGHT VARIES).
4" MIN. SLAB WITH WWF
VARIES (SEE PLANS)
81
SLAB
:®
1 FOUNDATION PLAN
S'`-1.0 SCALE: N.T.S.
8" CMU
RECESS CMU 1.5"
30" MIN. LAP DOUBLE W.W.F. 3' @ EDGE
BEYOND FOOTING HAUNCH
: o"-a"
° 4" CONC., REINF. W/ 6"x6"
1 4 12" MIN. ° W1.4xW1.4 WWF OR FIBERMESH
ON 6-MIL POLY ETHYLENE VAPOR
BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL
3" MIN. COVER �- V-4"
STANDARD A.C.I. 90 HOOK
(2) #5 CONTINUOUS BOTTOM
REINFORCEMENT ON CHAIRS
I A 1 EXTERIOR WALL MONOLITHIC FOOTING - M1
S1.0
SCALE: N.T.S.
CURB HEIGHT VARIES.
30" MIN.
LAP DOUBLE W.W.F. T @ EDGE
BEYOND FOOTING HAUNCH
* 0,-0„
-2-1/2" (VARIES DUE
TOP OF HOUSE SLAB
TO SLOPED FLOOR)
TOP OF GARAGE SLAB
Q.
12" MIN.
4" CONC., REINF. WI 6"x6"
W1.4xW1.4 WWF OR FIBERMESH
ON 6-MIL POLY ETHYLENE VAPOR
BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL
3" MIN. COVER
1'-4^
STANDARD A.C.I. 90 HOOK
(2)#5 CONTINUOUS BOTTOM
REINFORCEMENT ON CI IAIRS
B GARAGE CURB MONOLITHIC FOOTING - M1
51.0
SCALE: N.T.S.
8" CMU
CURB HEIGHT VARIES.
30" MIN. LAP
DOUBLE W.W.F, 3' @ EDGE
BEYOND FOOTING HAUNCH
I
-2-1/2" (VARIES DUE
* 01-0"
- TO SLOPED FLOOR)
.. .. TOP OF HOUSE SLAB
TOP OF GARAGE SLAB
.,. °
..
1' 4"
4" CONC., REINF. W/ 6"x6"
W1.4xW1.4 WWF OR FIBERMESH
ON 6-MIL POLY ETHYLENE VAPOR
° BARRIER ON WELL -COMPACTED
VARIES
I CLEAN TERMITE TREATED FILL
--j
3" MIN. COVER
STANDARD A.C.I. 90 HOOK
(2) #5 CONTINUOUS BOTTOM
REINFORCEMENT ON CHAIRS
C INTERIOR
BEARING WALL MONOLITHIC FOOTING - M2
S1.0
SCALE: N.T.S.
8" CMU
ACCESS RAMP
GARAGE FF (SLOPE 1:20 MAX)
LINE
30" MIN. LAP DOUBLE W.W.F. 3' @ EDGE
BEYOND FOOTING HAUNCH
q . ... TOP OF HOUSE SLAB
I
�... 4" CONC., REINF. W/ 6"x6"
W1.4xW1.4 WWF OR FIBERMESH
., ON 6-MIL POLY ETHYLENE VAPOR
1 BARRIER ON WELL -COMPACTED
— CLEAN TERMITE TREATED FILL
3" MIN. COVER 'I 1 -4'
STANDARD A.C.I. 90 HOOK
(2) #5 CONTINUOUS BOTTOM
REINFORCEMENT ON CHAIRS
RAMP AT GARAGE ENTRY DOOR OPENING
S1.0
SCALE: N.T.S.
mm H b ta'sm
for Humanitv
S►. C .►'I
WHOLE HOUSE ENGINEERING
4451 St. Lucie Blvd. Suite 201
Fort Pierce, FL 34946
COPYRIGHT 02016 WHOLE HOUSE ENGINEERING
UMIAVVIIYV IYV 11VC
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
— ENGINEERING LICENSE:
-INN
iQT�*s w"*8.
SERIAL i# :
3BBCA221000000004C1287D€
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
r PROJECT NUMBER:
TS— 1764I
REVISIONS:
DESCRIPTION DATE BY RE
PERMIT SET 10/11/2017 AG -
"711 C IVAIVIC:
7803 JAMES STREET
SITE NUMBER:
HAB - 3BRHC
SITE ADDRESS:
7803 JAMES STREET
FORT PIERCE, FL 34951
onCC 1 UCJI.RIr 11VIY: —
FOUNDATION PLAN
SHEET NUMBER:
s - 100
File Cope
r
■
(
1 ROOF FRAMING PLAN
SCALE: N.T.S.
ROOF SHEATHING NAILING ZONE (N.T.S.)
ZONE
ITEM
1
NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
2
NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
3
NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD
NOTE: ROOF SHEATHING SHALL BE 19/32" THICK COX PLYWOOD ROOF SHEATHING
FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1)
SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE.
BEAM SCHEDULE
SYMBOL
TOP OF
BEAM
WIDTH
HEIGHT
REINFORCING
COMMENTS
TOP
MIDDLE
BOTTOM
L1
T-4"
8"
811
------
-----
1 -#5
POURED SOLID W/ BOND BEAM ABOVE (18" MIN.)
L2
T -4"
811
811
------
-----
1 - #5
2" RECESS LINTEL POURED SOLID W/ BOND BEAM ABOVE(14" MIN.)
BB1
8' - 0"
8..
811
1 - #5
--
------
CONTINUOUS BOND BEAM
NOTE: MINIMUM BEARING OF LINTEL SHALL- 13E 4" EAGH SIDE FOR SPANS LESS THAN 10' - 0" & 8" BEARING FOR SPANS GREATER THAN 10' - 0".
MORTAR SHALL BE TYPE M OR S.
USE BB1 AT TOP OF ALL WALLS UNO,
ACTUAL USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOR PRESSURE TREATED
UPLIFT 400# LUMBER (NON CCA BASED) FOR CORROSIVE PROTECTION, AND FOLLOW
REQUIRED 1 RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER FOR USE OF
ANCHOR CONNECTORS IN CONTACT WITH THEIR BRAND OF TREATED WOOD PRODUCTS.
TRUSS CONNECTOR SCHEDULE
NO. OF ALLOWABLE UPLIFT PARALLEL LOAD
MARK TYPE REF. NO. NAILS/SCREWS SINGLE DOUBLE SINGLE DOUBLE
STRAP STRAP STRAP STRAP
LOAD PERPENDICULAR REMARKS
SINGLE DOUBLE
STRAP STRAP
O1
TO CONC.
USP - HTA24
(10) 1 Od X 1-112"
1615 LBS
3230 LBS
660 LEIS
1320 LBS
590 LBS
1180 LBS
• AR•R.
b 1
for F
�..WNW
- PLANS PREPARED BY:
WHOLE HOUSE ENGINEERING
4451 St. Lucie Blvd. Suite 201
Fort Pierce, FL 34946
COPYRIGHT 02016 WHOLE HOUSE ENGINEERING
DRAWING NOTICE
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
- ENGINEERING LICENSE: —
SERTAL #
3B BCA221000000004C 1287 DF
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
1JKUJtC; 1 NUMt3LR:
TS- 1764
REVISIONS:
DESCRIPTION DATE BY' RED
I PERMIT SET 10/11/2017 AG
SITE NAME:
7803 JAMES STREET
- SITE NUMBER:
HAB-3BRHC
- SITE ADDRESS:
7803 JAMES STREET
FORT PIERCE, FL 34951
- SHEET DESCRIPTION:
ROOF FRAMING PLAN
(3) #2/0 THHN W/ (1) #4 IN
2" CONDUIT FOR O.H.
ELECTRICAL SERVICE
200A METER
MAIN/DISCONNECT COMBO
NOTE: ALL WIRE TO
BE COPPER.
#4 SOLID OR STAND CU. GROUND TO
COLD WATER PIPE, FOUNDATION STEEL, &
5/8" X 8' - 0" GALVANIZED GROUND ROD
l
200A
PANEL
'A'
200A 10 3W, 120/240V 10
J
(3) #2/0 THHN W/ (1) #4
IN 2" CONDUIT
L FOUNDATION COLD
STEEL WATER
PIPE
2 ELECTRICAL RISER DIAGRAM O.H. SERVICE
-1 SME: N.T.B.
CONDENSING UNIT
ELEC. METER - LOCATION
DETERMINED BY HABITAT
1
WATER SOFTENER S ( E H
240V DISC. SW
4' FLOUIRESCENT
AHU IN ATTIC I
/ DIRECT WERE DISC. SW.
PREWIRED GARAGE
DOOR OPENER
OF
GI
PC P
GARAGE
\ IN ATTIC �� f
4' FLOURESCENT PANEL "A" J
200A MLO
120/240V
6' X 16'
CONCRE
PAD(
FRONT
ENTRY
TX T CONCRETE PAD
240V DISCONNECT
200A METER
MAIN/DISCONNECT COMBO
NOTE: ALL WIRE TO
BE COPPER.
(3) #2/0 THHN W/ (1) #4 IN
2" CONDUIT FROM U.G.
ELECTRICAL SERVICE
R
O
U
FAN/LT JB
COMBO
�o
BEDROOM #1
CHINE -_
ry /I \`
�I
FAMB ZROOM
COMBLIV KITCHEN I DINING ROOM
o
J
U
FAN/LT )ILIGHTCOMBO
EXH. FAN
COMBO .GFI
BEDROOM #2
BATHROOM #2
w
� ^ VP O
U
ry
1 ELECTRICAL FLOOR PLAN
E' 1 . SCALE: N.T.S.
O 200A
PANEL
'A'
200A 10 3W, 115/230V
FLUSH MOUNTED NEMA-1
(3) #2/0 THHN W/ (1) #4
IN 2" CONDUIT
#4 SOLID OR STAND CU. GROUND TO
COLD WATER PIPE, FOUNDATION STEEL, &
5/8" X 8' - 0" GALVANIZED GROUND ROD
FOUNDATION COLD
STEEL WATER
PIPE
ELECTRICAL RISER DIAGRAM U.G. SERVICE
VP
I I
EXH. FAN
3II1HTT COMBO
BATHROOM #1
RANGE
FANA.T
JB COMBO
I I BEDROOM #3
REF.
A
d
v v
c � a
a 8"X 8'
° CONCRETE
PAD
a
a °
° ° Q
v a
ELECTRICAL KEY
SYMB.
DESCRIPTION
SINGLE POLE SWITCH
$3
THREE WAY SWITCH
OO
PUSH BUTTON SWITCH
DUPLEX RECEPTACLE
220V OUTLET
LIGHT FIXTURE
WALL MOUNT LIGHT FIXTURE
PC
PULL CHAIN LIGHT
4' FLOURESCENT LIGHT FIXTURE
4•FLOURESCENT
K
FAN/LT
COMBO
EXHUAST FAN/LIGHT COMBO
JB FANILT
COMBO
CEILING FANLIGHT COMBO
DISCONNECT SWITCH
SMOKE DETECTOR
GFI
GROUND FAULT PROTECTION
WP
WEATHERPROOF
DW
DISHWASHER
R
RANGE
BELOW COUNTER
B.C.
D
DRYER
LOAD CALCULATIONS
3BRHC
ST. LUCIE COUNTY, FL
1948 SQ FT
5,844
WATTS
(3) SMALL APP CIR.
4,500
WATTS
(2) LAUNDRY CIR.
3,000
WATTS
RANGE (ELECTRIC)
12,000
WATTS
MICROWAVE -
2,000
WATTS
(1) WATER HEATER (ELECTRIC)
4,500
WATTS
DRYER (ELECTRIC)
3,500
WATTS
REFRIGERATOR
3,000
WATTS
BATHROOMS
6,000
WATTS
WATER PUMP
2,000
WATTS
1IRRIGATION PUMP (OPTION)
2,000
WATTS
MISC.
5,000
WATTS
53,344 WATTS SUB TOTAL HOUSE
FIRST 10 KW ® 100% 10,000 WATTS
REMAINDER ® 40% 17,338 WATTS
A/C #1 ® 100% 10,000 WATTS
37,338 TOTAL WATTS
155.58A TOTAL CONNECTED LOAD
GENERAL ELECTRICAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2011 NATIONAL
ELECTRICAL CODES.
2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS,
AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO
INSTALLATION.
3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN
THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE
BID.
4. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE
WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED.
5. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE
POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET
POWER COMPANY SPECIFICATIONS IS IN THE BID.
6. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE
DROP OF 3% IS PERMITTED.
7. SMOKE DETECTORS SHALL BE DIRECT WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE
ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND
LISTING, CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL #2034-96.
B. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS
PER NEC 110.3 & 110.21.
9. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM,
STUDY, HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED.
10. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER
RESISTANT AS PER NEC 406.11.
11. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 2008 NEC.
12. GARAGE DOOR OPENER TO BE GFI PROTECTED.
13. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R.
14. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED OTHERWISE.
15. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE.
16. RECEPTACLES SHALL BE 15A AND 120V OF THE GROUND TYPE.
17. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 50% OF THE LAMPS SHALL BE
HIGH EFFICACY TYPE.
18. ALL DEVICES SHALL BE SMOOTH TYPE, IVORY COLOR, UNLESS OTHERWISE SPECIFIED.
19. ALL 120V 1-PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE
GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE
WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF
(GFI) BREAKER WITH SEPARATE CIRCUIT.
20. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP
BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED OR DEVICES IN DWELLING UNIT
KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR
ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC
2011 210.12 (A)(1) THROUGH (6)
21. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED:
45" TO CENTER WALL HUNG TELEPHONE.
12" TO CENTER TELEPHONE JACKS.
46" TO CENTER OF LIGHT SWITCHES.
16" TO CENTER OF RECEPTACLES.
46" TO CENTER KITCHEN RECEPTACLES OVER COUNTERS.
42" TO CENTER BATH RECEPTACLES.
12" TO CENTER TELEVISION JACKS.
22. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX.
23. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR.
24. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED
FLOOR AREA.
40 CIRCUIT
PANEL "A"
120/240 VOLT
200A M.L.O.
SINGLE PHASE
DESCRIPTION
BRK POLE
SP
WIRE
WIRE
SP
BRK ' POLE
DESCRIPTION
SIZE
SIZE
RANGE
50-2P
1
/6
/10
2
70-2P
WH #1
3
4
AHU #1
60-2P
5
/6
110
6
30-2P
DRYER
7
8
CU 11
40-2P
9
#8
#10
10
30-2P
WELL PUMP
11
12
GARAGE OUTLETS
20-1P
13
12 RX
14 RX
14
15-1P
GARAGE LIGHTS
WASHER
20-iP
15
12 RX
14 RX
16
15_1P
KITCHEN LIGHTING
KITCHEN OUTLETS
SMALL APPLIANCE
20-1P
17
12 RX
12 R%
18
20-1P
LIVING ROOM
KITCHEN OUTLETS
SMALL APPLIANCE
20-1P
19
12 RX
12 RX
20
20-1P
BEDROOM #1
REFRIGERATOR
20-1P
21
12 RX
12 RX
22
20-1P
BATHROOM #1
MICROWAVE
20-1P
23
12 RX
12 RX
24
20-1P
BEDROOM #2
RANGE HOOD
20-1P
25
12 RX
12 RX
26
20-1P
BATHROOM #2
WATER SOFTENER
20-1P
27
12 RX
12 RX
28
20-1P
BEDROOM #3
FRONT ENTRY &
EXTERIOR LIGHTING
20-1P
29
12 RX
12 R%
30
20-1P
REAR LIGHTING/RECEPTACLE
SPARE
20-1P
31
32
SPARE
20-1P
33
34
SPARE
20-IP
35
36
SPARE
20-1P
37
38
39
40
PLANS PREPARED FOR:
Habl"tat
for Humanity``
v.�r���uw Iw 1Iv�
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
- VI\V11\GG1�11\V LIV GIYJG.
SERIAL #:
36 BC A22100 0000004C 1287 OF
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
PROJECT NUMBER:
TS— 1764
REVISIONS:
DESCRIPTION DATE BY RE
PERMIT SET 10/11/2017 AG
SITE NAME.
7803 JAMES STREET
- SITE NUMBER:
HAB-3BRHC
- SITE ADDRESS:
7803 JAMES STREET
FORT PIERCE, FL 34951
- SHEET DESCRIPTION:
ELECTRICAL PLAN
bMr-r- I IVUIWMr-K:
EiiiiiiiiiiiijileQp,
l 1 , • �
I
r r
i
f
A
WATER SOFTENER — EWH
_i w
co
J I
U
BATH�ROOM #1
r"l'
I2„
TA
I
I
GARAGE 2„ VIA
BEDROOM #1
3" 1
2" VTR WASHER DRYER
I
RECESSED WASHER
VALVE & DRAIN BOX
°
v d
v
Q
6' X 16' 3" I o a 8'^X 8'
CONCRETE v CONCRETE
PAD KITCHEN / DINING ROOM ° PAD
a
° v
v v �
REFRIG.
FRONT ENTRY I-IVING ROOM OPENING °
I
I
-- ----------� 3„ - - - - -
I
STUDOR OR EQ. AIR INLET
VENT IN CAB. UNDER SINK.
oO
E: O O
w
w
cn
3" U
2" VTR
BATHROOM #2
BEDROOM #2
I'
BEDROOM #3
w' U
U) 0
0 I 1�
6 3 2 0
2" VENT TO
ATTIC
1 PLUMBING PLAN
P' 1 .O SCALE: N.T.S.
TO SEWER
GENERAL PLUMBING NOTES
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C.
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT
LINE & 10' ABOVE GRADE PER F.B.0 P3103.6
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING.
6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3
7. W.H. P. & T. VALVE & LINE SHALL COMPLY WITH F.B.C. 504.6
8. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES.
9. PLUMBING CONTRACTOR TO PROVIDE ALL REQUIRED PLUMBING PERMITS.
10. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR
ONE (1) YEAR AFTER THE DATE OF WORK ACCEPTANCE.
11. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL
BE PART OF THIS CONTRACT.
12. DO NOT SCALE FOR EXACT FIXTURE, PIPING, AND EQUIPMENT LOCATION, ETC. PLANS AND
DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC. COORDINATE AT SITE ALL PLUMBING
WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK. SHOULD CONFLICT
ARISE, NOTIFY W.H.E. IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT.
13. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNION SHALL BE
USED.
14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH
THE PROGRESSION OF CONSTRUCTION.
15. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES
WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL PER PDI IN EFFECTIVE RANGE.
16. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. VERIFY EXACT LOCATION OF
EXISTING WATER AND SEWER PROVISIONS.
17. PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES.
18. SHOWERS SHALL BE ANTI -SCALD CONTROLLED BY AN APPROVED MIXING VALVE WITH A
MAXIMUM WATER OUTLET TEMPERATURE OF 120" F.
19. PLUMBER TO VERIFY HOSE BIBB & PLUMBING VENT LOCATIONS, AND USE 1 - 1/2" STUDOR
VENTS WHERE REQUIRED, AND ADJUST AS NECESSARY FOR FIELD CONDITIONS.
2 PLUMBING RISER
P-1.0
p SCALE: N.T.S.
WC
UI vv117V 17V 1 NIG
THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER
WITH ANY QUESTIONS REGARDING DIMENSIONS.
tNUINtEKINU LICENSE:
qR � gyFPsi�igl '�d
,; '�j putt 600�B
bq
SERIAL # i,
BB BC A2 2100 00 00 00 4C 1287 DF
v rv�rru�aa PAW INC.
THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF
PROJECT NUMBER:
TS— 1764
FREVISIONS:
DESCRIPTION DATE BY RI
I PERMIT SET 10/11/2017 AG
011 G I-Amivi C.
7803 JAMES STREET
011 C rvumoCl[.
HAB-3BRHC
SITE ADDRESS:
7803 JAMES STREET
FORT PIERCE, FL 34951
V11"" 1 W"VVmIr I1V1..
PLUMBING PLAN
SHEET NUMBER:
Piiiiiiiiiiiii 00
315/ 16"
HATCH LEGEND
0" BRG
11 611
TYPICAL E
Truss Load Alert Box
Truss I.D.
Gravity (> 5,000#) / Uplift (> -
Horizontal (> 350#)
4 --
Project Name
Habitat SLC
21 APPROVED ®REJECTED
® REVISE ❑ NOT REVIEWED
BY atombo DATE 9/14/2017
SUBMITTAL# SPEC
This review is only for general conformance of the project and general
compliance. Corrections or comments made on these drawings during this
review do not relieve Contractor/Subcontractor from compliance with the
requirements of the plans and specifications. Contractor is responsible for all
dimensions and fabrication to be confirmed and correlated at the job site
No
SERIAL 4
3B SC A221000000004C 1287DF
T. Tomb , III
o. III' +
I-LUUM U Mz
1 u I `rlEza,Wl 2480.28 R2
FASCIA 204 a
HIP LINE 139 e
VALLEY LINE 16 r
` SHEETING AREA UNDER VALLEY TRUSSES A
WASTE MATERIAL N OKWMM
" MR TO VERIFY CAENIATIONS
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
(UNLESS NOTED OTHERWISE)
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE)
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOV
TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINt
FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING & ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD
n n
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
�13i
C� K;
- �-
�D: L)
E
F N
G HBB
* NOTE: UPLIFT CONNECTIONS FOR ALL COMMON
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE
(EXCLUDES VALLEY AND PIGGYBACK TRUSSES)
LOADING- 0 FLOOR WIND LOAD
LIVE LOAD 20 ASCE 7-10
~
� DEAD LOAD 10 170 MPH EXP
LIVE LOAD 10* CATEGORY 11
m _ -
c� DEAD LOAD 10 ENCLOSED
0
TOTAL LOAD 40 FBC - 2014
q
z DURATION FACTOR 1.25 TPI 2007
REV DATE BY REMARKS
It is understood that above
Conditions have been reviewed APPROVED
& are acceptable for the APPROVED AS NOTED
fabrication at trusses,
elevations, pitches, overhangs,
REVISE AND RESUBMIT
fascias,ceiling
elevations/pitches, bearing REJECTED
conditions & all detail pertaining
to this truss placement plan. No
back charges will be accepted
without previous written DATE
approval from an A-1 Roof
Trusses representative. REVIEWED BY
PLAN DATE ARCH: 07/06/2017 STRUCT: 07/06/2017
CUSTOMER
HABITAT FOR HUMANITY
JOB NAME
7803JAMES
LOCATION
7803JAMESSTREETFORTPIERCE, FL 34951
COMMNTY
/ LOT #
BLDG
BLDG
TYPE
##
JOB #
69744
MASTER
DRAWN
SCALE
DATE
09/13/2017
AG
N.T,S.
M�
MMMMMM�
= A=1 ROOF
A416
TRUSSES
A FLORIDA CORPORATION
Ph 772-409-1010/ Fax 772-409-1015
http://www.a 1 truss. com