HomeMy WebLinkAboutARCHITECTURAL SITE PLANEL: 1.3' BOTT OF 12" CMP
CULVERT
6" CONC APRON
EL: 3.9'
YI
i
III I
I I
.
0
I
6" rock cl
4" CONC
I 'ice
I
j o
1 0
N
(1)
0
EXTG SWALE TO REMAIN AS IS
- EDGE OF DIRT RW
WINI)HAM LANI--
A
RETAINING WALLAS PER DETAIL
25' FY
setback
�7
1
7.5' SY
setback
4" CONC
20' SY
setback
125' (S64039'41"W)
ALL MANUFAMR18 LAKE$ SHOWING
U FACTORS AND SHGC OOMPUANCE
WITH FBC ENERGY OODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
CONCEALED IASTENERS OR ATTAC MENTS
ARE TH RESPONSIBILITY OF E
CO RACTOR OF RECORD
1
I
I
0
15' RY set ack
I
r-- 20'-6„ j
6' UTILITY EASMENT
125' (S65-19'53"W)
0 48' 16'
SITE PLAN NOTES:
1. GRADING AT ALL PERIMETER WALLS TO SLOPE 6" O'ER 10' AWAY FROM BUILDING
/.� 2. SEE SURVEY FOR EXTG ELEVATIONSAND SITE UTIL-ES
3. TOP OF CONDENSING UNIT PAD TO BE AT S EL
4. TREES TO MEET JURISDICTION'S SHADE TREE REOIREMENTS
;T
M
0
LO
LI J
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY MELD INSPECTORS THAT
MAY BE N90088ARY IN OROER TO GRADE AS PER SITE PLAN
COMPLY WITH ALL APPLICABLE 04gEA,
-� ,.
I e�•
8x8x16 CMU WALL W/#4 @ 64"
OC. TOP COURSE CONT
MASONRY BOND BEAM W/ (1) #4
Ni II s
+ 1
i
i
NEIGHBOR'S �se° }, SUBJECT
PROPERTY 1{{ PROPERTY
I a
w !� ���✓� r r
y/�j fi I o
'CONC FOOTINGW (2) `I + ,�L � _7'L�
RETAINING WALL DETAIL
SCALE: 1"= V-0"
FAN
SHEETINDEX
A-1
site plan
A-2
general notes
A-3
foundation plan
A-4
framing plan
A-5
floor plan
A-6
power/RCP
A-7
elevations
A-8
HVAC
PROJECT DESCRIPTION
NEW CONSTRUCTION OF A 1 STORY RESIDENCE ON A VACANT LOT
Martin & Joyce Riccio
300 10th AVE
Belmar, NJ 07719-2313
ARCHITECT
Frank Liebler
Owner / Architect / Contractor
Site & Studio, Inc..
Construction + Architecture
CRC1331263 I AA26003142
frank.liebler@gmail.com
c 772.321.4500
ZONING INFORMATION:
parcel id: 1436-602-0010-000-3
RS-4 (unincorporated St Lucie County)
setbacks: front = 25' 1 side = 7.5' rear = 15' height: 35'
corner side = 20'
lot (approx.): 95'xl25'
flood zone: AE 4ft
UTILITY INFORMATION;
gas: not used
sewage: septic TERMITE TREATMENT REQUiREQ
potable water: public
AREA CALCULATIONS:
conditioned living area
2,275 sf
garage
579 sf
covered porch
195 sf
covered entry
57 sf
added building area
3,106 sf
existing building area
0 sf
total building area
3,106 sf
allowable building area 30%
3,563 sf
lot area
11,875 sf
buildable area
5,737 sf
conditioned volume
21,636 cf
CODE COMPLIANCE:
This project was designed under the following codes. The constrcuction documents can not reference all of the codes require for the
construction of this building. By submitting these construction documents for permit, the contractor, hereby agrees to comply with all
local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited
to, the most current editions as adopted by the state of florida, of the following:
2017 FBC: RESIDENTIAL
2017 FBC: EXISTING BUILDING
2017 FBC: ENERGY CONSERVATION
2017 FBC: PLUMBING/ GAS/ MECHANICAL
2014 NATIONAL ELECTRIC CODE
GENERAL SPECIFICATIONS:
1. SLAB ON GRADE: AS PER GENERAL NOTES.
2. ROOF: METAL OVER PEEL & STICK OVER 30# FELT OVER 5/8" CDX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN W/ R20
SPRAYFOAM TO ROOF DECK
3. EXTERIOR WALL: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC & HORIZ JOINT REINFORCEMENT @ 16" OC- CONT BOND BEAM
TOP COURSE W/#5 REBAR- 5/8" GWB OVER 3/4" FURRING STRIP @ 24" OC OVER CONT 1" RS MIN RIGID INSULATION. DOWELS AS PER GEN
NOTES.
4. INTERIOR NON LOADBEARING WALLS: 5/8" OR 1/2" GWB OVER 3 5/8" METALSTUD OR 2x4 @ 16" OC, 20GA MIN METAL STUD FOR WALL
HUNG CABINETS.
5. INTERIOR 2x4 LOADBEARING WALLS: 5/8" GWB OVER 2x4 @ t6" OC, EA STUD TO PLATES W/ SIMPSON TSP OR SP4. SILL PLATE TO
FOUNDATION W/ SIMPSON 1/2"x5" TITEN HD @ 32" OC-12" OF JOINTS. LINTELS TO BE (2) 2x12 VERT UNO, DOUBLE JACKS FOR OPENINGS
WIDER THAN 4'. EA TRUSS TO TOP PLATE W/ SIMPSON H14, USE (2) FOR GIRDERS, DOUBLE STUDS UNDER GIRDERS.
6. INTERIOR 2x6 LOADBEARING WALLS: 5/8" GWB OVER 2x6 @ 16" OC, EA STUD TO PLATES W/ SIMPSON TSP OR SP6. SILL PLATE TO
FOUNDATION W/ SIMPSON 1/2"x5" TITEN HD @ 32" OC-12" OF JOINTS. LINTELS TO BE (2) 2x12 VERT LINO, DOUBLE JACKS FOR OPENINGS
WIDER THAN 4'. EATRUSS TO TOP PLATE W/ SIMPSON H14, USE (2) FOR GIRDERS, DOUBLE STUDS UNDER GIRDERS.
7.CEILING: 1/2" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD
8. EXTERIOR SOFFIT: NON -VENTED STUCCO & LATH OVER FRAMING.
9. PROVIDE MANUFACTURED CONCRETE PAD AND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT
10. GARAGE DOOR BUCKS TO BE INSTALLED/ATTACHEDAS PER MFR SPECS
11. R-19 SPRAY FOAM INSULATION @ GARAGE SEPARATING WALL, FLOOR TO ROOF DECK. PROVIDE ACCESS HATCH TO CONNECT ATTIC
SPACES. R-13 SPRAY FOAM TO CEILING, OR R-19 BATT W/ HOUSE WRAP, @ ALL OTHER EXTERIOR CEILNGS.
1 1
;.
c •1- � ► ya
(ILJ Nt, INIPiCTtO:
SCANNED
BY
St Lucie County
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS A$b•�F I`6"}Sk4ggWeM�—
te: I /
avie er:
L
�
ci 0s
=w o�?.0
rZWO
° -
° Lo16�
ate.+"'N
In —
�
In 0 M
N
N
0
�W`
H r
C
� 0Wcc
W
"Z
Q
L.
0 Z
V
W 0
Z
W Z
//0
Vi
ll
LU
I.L.
�U
V
l
F
W
2
2
O
0
w
H
0
0
site plan
MAR 31, 2018
SHEET
A-1
ARCHITECTURAL SITE PLAN
SCALE: 1/8"= T-0"
Fide
AR97108
H
L
LL
C
Q
D
C
u
C
F--3
BASIS OF STRUCTURAL DESIGN:
SOIL BEARING: 2000 psf (assumed)
WIND: 161 mph (ultimate), risk category 2, exposure C, wind borno debri region, enclosed
design
FROST DEPTH: 12"
- THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL, AND
LIGHT WEIGHT STEEL IS WORKING STRESS DESIGN. THE DESIGN APPROACH
FOR REINFORCED CONCRETE IS ULTIMATE STRENGTH DESIGN. THE DESIGN
SERVICE LOADS ARE AS FOLLOWS:
ROOF LIVE LOAD 20 PSF(slope<4:12), 15 PSF(slope>_4:12)
ROOF DEAD LOAD 15 PSF
ROOF WIND LOAD (SEE DRAWINGS)
CEILING DEAD LOAD 10 PSF
WALL WIND LOADS (SEE DRAWINGS)
FLOOR DEAD LOADS 15 PSF
FLOOR LIVE LOADS SEE BELOW
FLOOR LIVE LOADS
Uninhabitable attics without storage
10
Uninhabitable attics with limited storage
20
Habitable attics and attics served
with fixed stairs
30
Balconies (exterior) and decks
40
Fire escapes
40
Guardrails and handrails
200
Guardrail in -fill components
50
Passenger vehicle garages
50
Rooms other than sleeping room
40
Sleeping rooms
30
Stairs
40
GENERAL NOTES
ARCHITECT & CONTRACTOR RELATIONSHIP
- Y CONTRACTOR, THE
UNLESS CONTRACTED DIRECTLY B C
ARCHITECT AND CONTRACTOR T IN A CONTRACTUAL
FACTOR ARE NO
RELATIONSHIP. HOWEVER, BY SUBMITTING THESE CONSTRUCTION
DOCUMENTS FOR PERMIT, THE CONTRACTOR
ACKNOWLEDGES THAT THEY ARE COMPETENT AND LINE
ERSTAND THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM
THESE PLANS, THEY ARE ACCEPTING LIABILITY THAT W
YARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE
CONTRACTOR'S INCOMPETENCY TO UNDERSTAND THE
ONSTRUCTION DOCUMENTS.
WORKMANSHIP & WARRANTY:
- THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL AF
PLY EQUALLY TO ALL CONTRACTORS, SUBCONTRACTORS AND
SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THE
E PLANS.
- IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR WHO
REQUIRES CHASES OR OPENINGS OF ANY KIND FOR HIS WORK,
WHETHER SHOWN ON THE DRAWINGS OR NOT, TO SEE
HAT THEY ARE PROPERLY CONSTRUCTED AND IN THE CASE OF
FAILURE, IT SHALL BE THE DUTY OF SAME SUBCONTRACTOR
TO CUT, SUCH CHASES OR OPENINGS AS MAY BE
NECESSARY AND PROPER FOR HIS OWN WORK AT HIS C
WIN EXPENSE, BUT NOT WITHOUT OBTAINING THE APPROVAL OF
THE GENERAL CONTRACTOR.
-EACH SUBCONTRACTOR SHALL, WHERE WARRANTIES
D GUARANTEES ARE REQUIRED, SECURE AND DELIVER COPIES
TO THE GENERAL CONTRACTOR UPON COMPLETION OF
THE WORK. THE GENERAL CONTRACTOR WILL COMPILE THE
WARRANTY AND GUARANTEE INFORMATION AND DELIVE
R TO THE OWNER ATTHE DATE OF ISSUANCE OF CERTIFICATE OF
OCCUPANCY.
- EACH SUBCONTRACTOR SHALLAND DOES HEREBY WAF
RANTYAND/OR GUARANTEES ALL WORKAS APPLIED TO HIS
PARTICULAR TRADE FOR A PERIOD OF ONE YEAR FROM
THE DATE OF COMPLETION, AS EVIDENCED BY THE DATE OF
ISSUANCE OF CERTIFICATE OF OCCUPANCY.
-ALL MOVEABLE OR ADJUSTABLE WORK SHALL REMAIN I
PERFECT WORKING ORDER FROM ONE YEAR OF THE DATE OF
CERTIFICATE OF OCCUPANCY, INCLUDING HARDWARE,
EATHER- STRIPPING, DOORS, WINDOWS, DRAWERS,
APPARATUS, MACHINERY, ELECTRICAL EQUIPMENT, ANM
ALL OTHER EQUIPMENT TO WHICH THIS HEADING IS
APPLICABLE. WHEREIN ANY DIVISION OF WORK ALLOWS
A GUARANTEE OR WARRANTY FOR A PERIOD LONGER THAN ONE
YEAR, SUCH WARRANTY OR GUARANTEE SHALL TAKE PI
IECEDENCE.
COORDINATION:
-THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COC
RDINATION OF WORK FOR ALL TRADES.
-ALL SUBCONTRACTORS AND GENERAL CONTRACTORS
MUST REVIEW COMPLETE SETS OF DRAWINGS, SPECIFICATIONS,
ADDENDA, AND ALL OTHER PORTIONS OF THE COMPLE1
E CONSTRUCTION DOCUMENTS. YOUR SECTION'S WORK MAYBE
SUPPLEMENTED BY OTHER SECTIONS. OTHER SECTIO
OF THE DOCUMENTS MAY CONTAIN ITEMS THAT ARE PART OF
YOUR BID, OR, MAY CONFLICT WITH YOUR SPECIFIC SE
TION. YOU ARE TO INCLUDE THE MOST STRINGENT
LY T
REQUIREMENTS. IN PARTICULAR, CLOSECOMPARE
E PLUMBING, HVAC, AND ELECTRICAL SECTIONS WITH THE
ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. IN PARTICULAR,
LOOK AT THE ARCHITECTURAL FLOOR PLAN(S),
REST -ROOM ELEVATIONS, AND INTERIOR ELEVATIONS. Ir
THE EVENT THAT THE ARCHITECTURAL PLAN (OR OTHER PLANS,
ETC.) INDICATES ITEMS NOT CONTAINED WITHIN YOUR I
ORMAL SECTION, ALLOW FOR THESE ITEMS IN YOUR BID.
CONTACT THE ARCHITECT WITHIN 10 DAYS PRIOR TO BI
DATE TO ALLOW ISSUANCE OF ADDENDUM (IF APPLICABLE). IN
OTHER WORDS, THE ARCHITECTURAL OR OTHER SECTI
DNS MAY OR MAY NOT CONTAIN ADDITIONAL OR CONFLICTING
WRITTEN OR GRAPHIC INFORMATION ABOUT YOUR. TRA
E. PROVIDE FOR EVERYTHING INDICATED OR IMPLIED (BY CODE)
RESULTING AS A COMBINATION OF THE INFORMATION F
ZOM THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, NOT JUST
YOUR TRADITIONAL SEPARATE SECTION. IN CASE OF CONFLICT,
NFLICT, THE MOST STRINGENT ITEM SHALL GOVERN, WITHOUT
ADDITIONAL COST TO THE OWNER. HOWEVER, THIS DO
S NOT RELIEVE THE CONTRACTOR FROM CALLING IT TO THE
ATTENTION OF THE ARCHITECT FOR CLARIFICATION.
- CONTRACTORS SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS
PRIOR TO MAKING BIDS. BY MAKING BIDS,
CONTRACTORS ARE IN EFFECT AGREEING THAT THEY HAVE
DONE THIS. A DRAWING MAY INADVERTENTLY OMIT SOME
RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT
MEAN THATTHE SECONDARILY OMITTED ITEM IS NOT
REQUIRED IN SO FARAS ITAFFECTS THE TRADES. ALL I
FADES SHALL INCLUDE EVERYTHING NECESSARY FORA
COMPLETE AND PROPERLY FUNCTIONING CODE - ACCE
3 TABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY
INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT
IN CONTRACT).
ABBREVIATIONS:
- SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE L
BED IN THESE DRAWINGS AND SPECIFICATIONS.
CONDITIONS NOT DETAILED:
- CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY C
D NDITION OR INSTRUCT THE CONTRACTOR ON HOW TO
PERFORM THE WORK. EVERY CONNECTION, CORNER,
ASHING, ETC. MUST BE RESOLVED. THESE AND OTHER
CONDITIONS SHALL BE HANDLED IN A MANNER COMPA7
BLE WITH THE REST OF THE WORK. NOTIFY ARCHITECT IF A
CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL.
VERIFY SITE INFORMATION:
- CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AN
ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED
CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL C
ANY AFFECTING THE WORK BE
DITIONS, SHOULD CONDITIONS
DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY T
4E ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY THAT
EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE
STRUCTURAL DESIGN.
PRIOR TO ANY EXCAVATION WORK:
- THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND A
L UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE
ARRANGEMENTS FOR THEIR LEGAL. RE-ROUTING, AS AC
CEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES
AND OWNER. CONTACTALL AFFECTED UTILITY COMPAN
IES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND
OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIE
S.
DIMENSIONS:
- DIMENSIONS ON ARCHITECTURAL DRAWINGS MAY BE "F
OUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS.
ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENC
E OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER
CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPAN
CIES TO ARCHITECT IN WRITING.
HEIGHT ELEVATIONS:
-BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAI
FLOOR SLAB AS ELEVATION U-0" (BUILDING ELEVATIONS MAYBE
NOTED AS "BLDG EL. SEE SITE PLAN AND FLOO
PLAN(S). SITE ELEVATIONS MAYBE BASED ON THE SURVEY,
_'-_").
WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT
AS A REFERENCE DATUM (SITE ELEVATIONS MAYBE NOTED
AS: "SITE EL_'-_" (OR CIVIL) ON THE SITE PLAN OR FLOOR
PLAN(S). ON OTHER DETAILED ARCHITECTURAL DRAWINGS,
TYPICALLY ALL OTHER ELEVATIONS ARE BASED ON THE
"BLDG EL" OF 0'4" AS THE MAIN FLOOR, OR THE FLOOR THE
DETAILS ON, AND ARE NOT NECESSARILY NOTED AS "BLDG
EL: CONSULT ARCHITECT FOR ANY QUESTIONABLE
LOCATIONS PRIOR TO CONSTRUCTING.
AMBIGUITY:
- IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH F
EGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT
SHALL INTERPRET THE CONSTRUCTION DOCUMENTS.
- IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AN
STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN CASE
OF CONFLICT BETWEEN THE GENERAL NOTES AND THE
SPECIFICATIONS, CONSULT WITH ARCHITECT,
FLORIDA PRODUCT APPROVALS:
-THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTAICE
(NOA) AND/OR PRODUCT APPROVALS ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRA
OR IS REQUIRED TO MAKE THESE AVAILABLEATTIME OF
INSPECTION.
GENERALSTRUCTURAL
- ALL STRUCTURAL ELEMENTS MUST BE SECURELY IN PLACE FOR BUILDING AND INDIVIDUAL COMPONENT
STABILITY. THE STABILITY OF THE STRUCTURE AND INDIVIDUAL COMPONENTS DURING THE CONSTRUCTION
PROCESS IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR.
- THE CONTRACTOR IS TO VERIFYALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATIONAND STARTOF
CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS.
CAST -IN -PLACE CONCRETE
-ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED PRIOR TO POUR FOR INSPECTION BYARCHITECT OF
REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS
- CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE
PCA MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS
DESIGN STRENGTH:
-OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN UNO
-COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN UNO
-FOOTINGS TO BE 3000 PSI CONCRETE MIN UNO
- CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR
SLABS ON -GRADE WHICH SHALL HAVE MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH.
- ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM A-185.
ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
OF THE ACI DETAILING MANUAL AND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE
1/3 OF BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMMENT LENGTH/LAP
DISTANCE IF NOT NOTED VERIFY W/ ARCHITECT
- CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED
ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE.
- PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT
TEMPERATURES. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE
SURFACE AFTER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN
ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING
COMPOUND, BY MOIST CURING, BY MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF.
- SEE THE DRAWINGS FOR CONCRETE COVER FOR REINFORCING STEEL, BUT IN NO CASE SHALL THE COVER BE
LESS THAN THAT REQUIRED BY AC1318:
-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3"
-CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2"
- CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL
DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE
BOUND BY KEYED, DOWELED OR SAW -CUT CONTROL JOINTS SUCH THATTHE ENCLOSED AREA DOES NOT
EXCEED 260 SQUARE FEET. POST -TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS
UNLESS SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON -EXTRUDED
PREMOLDED MATERIAL OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751)
- CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS,
ETC.) NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIORAPPROVALOF THE ARCHITECT.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL.
/_\�SiZi7�[y7 �IF���4MIj�L�ta�:LLII�ILUPIL[s7�3rY.11yA/_F9CNZi
- VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE
VERTICAL REINFORCING BARS AT CORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALLS AS
INDICATED ON THE DRAWINGS. VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM
FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGHTS AS PER ACI 318
OR FBC UNO. -
-TIES/STIRRUPS TO STARTATA DISTANCE FROM SUPPORT OF 1/2 TIE SPACING
CONCRETE MASONRY:
- ALL MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING MASONRY
WITH A MINIMUM fm OF 1500 PSI UNLESS NOTED OTHERWISE ON THE PLANS.
- MASONRY STRENGTH D'm DESIGN):
-BLOCK STRENGTH = 1 NO
-MORTAR STRENGTH = 1800
-GROUT STRENGTH = 2010
- GROUT SHALL HAVEA SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02 AND ATTAIN
COMPRESSIVE STREN$TH OF 1800 PSLGROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. USE
FOR
F - R T SUFFICIENT WATER GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. ALL
CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY
BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT DOWN 1-1/2" BELOW TOP OF
BLOCKATGROUTLIFTJOINTS ANDATCONCRETE PLACED OVER MASONRY.
- CONCRETE MASONRY JNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND
BUILTTO THE THICKNESS AND IN A RUNNING BOND AS INDICATEDAND CONFORMING TO THE TOLERANCES
SPECIFIED IN ACI 531.1AND 530.1.
- REINFORCING BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS, UNLESS NOTED OTHERWISE, AND TIED
OR OTHERWISE SECUPELY SUPPORTED ATTHE TOPAND BOTTOM TO ENSURE THATTHE BAR DOES NOT MOVE
DURING GROUTING.
- MORTAR DROPPINGS MD OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED.
- CONTROL JOINTS SHAD_ BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON THE
DRAWINGS. CONTROL DINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE JOINTS ON
BOTH SIDES OF THE WA-L SHALL BE SEALED AND TOOLED SMOOTH.
- WALL REINFORCEMEN-- VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE
DRAWINGS. PLACE VERTICAL REINFORCING BARS AT CORNERS, EA CELL WITHIN 16" OF CORNER, JAMBS OF
OPENINGS, EA CELL WIYHIN 16" OF JAMBS FOR OPENINGS WIDER THAN 6% BELOW BEAM BEARING, AND IN
WALLS AS INDICATED ON THE DRAWINGS. VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOUS
FROM FOUNDATION 140 TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGHTS AS PER
ACI 318 OR FBC UNO. SEE DOWEL NOTE BELOW.
FOUNDATIONS:
1 - CONTRACTOR RESPWI3IBLE FOR IN -PLACE SOILS TO BE UNIFORMLY COMPACTED TO 95%AND TESTED TO
ENSURE MINIMUM SOILBEARING PRESSURE CAPACITY OF 2,000 PSF UNO AS THE BASIS FOR STRUCTURAL
DESIGN.
- DOWEL VERTICAL REIFORCING BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF THE
SAME SIZE AND SPACIIG OF WALLABOVE. THERE SHALL BE A DOWEL FOR EACH VERTICAL REINFORCING BAR.
MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGHTS AS PER ACI 318 OR FBC UNO. For #5: MINIMUM 30" LAP
W/ 10" HOOK UNO. SE WALL REINFORCEMENT NOTE ABOVE.
-BUILDING SLABS -ON -GRADE TO BE REINFORCED WITH 6x6.10/10 WWF MIN WITH MESH UP CHAIRS OVER 6-MIL
MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED. GRADE UNO. PROVIDE
DIAGONAL 36" #4 REB/R ATALL INSIDE'REENTRANTCORNERS.
- CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER STATED
DEVELOPMENT LENG H IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO MATCH
LONGITUDINAL REBAF
- PROVIDE A4-INCH CLEAN MEDIUM TO COARSE SAND OR GRAVELCOMPACTED DRAINAGE FILL BELOW ALL
INTERIOR SLABS -ON -GRADE UNLESS NOTED OR DETAILED OTHERWISE.
-SOILAND SUBGRADE B TO BE TERMITE TREATED
STRUCTURAL STEEL:
- ALL STRUCTURAL STEIL SHAPES SHALL CONFORM TO ASTM A-36 AND THE "SPECIFICATION FOR THE DESIGN,
FABRICATIONAND ERETION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION. ALL TEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E (Fy = 35 KSI).
-ALL SHOP CONNECTIOIS TO BE WELDED AND FIELD CONNECTIONS TO BE MOLTED UNLESS OTHERWISE
SPECIFICALLY NOTED iN THE STRUCTURAL DRAWINGS. ALL WELDING SHALL CONFORM TO THE
REQUIREMENTS OF "TIE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN
WELDING SOCIETY.
- ALL STEEL TO RECEIVI ONE SHOP COATAND ONE FIELD TOUCHUP COAT OF APPROVED PAINT.
- ALL BOLTED CONNECIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED WASHERS
AS SHOWN ON THE SRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE
"SPECIFICATION FORSTRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" BY THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION.
- ALL ANCHOR BOLTS :HALL CONFORM TO ASTM A36 OR A307 (THREADED ROD).
- SUBMIT SHOP DRAWNGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT.
- GROUT FOR COLUMI` BASE PLATES SHALL BE NON -SHRINK GROUT 5000 PSI MINIMUM.
LIGHT GAGE METAL SUDS & MISC. METAL FRAMING:
- ALL LIGHT GAGE MEAL INTERIOR STUDS SHALL BE 20 GAGE MINIMUM. ALL LIGHT GAGE METAL TO BE
GALVANIZED. ALL WAL TRACKS SHALL BE 20 GAGE. ALL LIGHT GAGE METAL SHALL BE G90.
HVAC:
- PLANS ARE SCHEM/rIC. EXACT LAYOUTAND SIZING OF UNITS, DUCTS, RETI RN AIR GRILLES AND SUPPLY
GRILLES ETC, SHAL. BE DETERMINED BYA HVAC LICENSED CONTRACTOR AND APPROVED BY THE ARCHITECT.
- FOR MOUNTING ANESECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURER's SPECIFICATIONS
WOOD FRAMING
-ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S. Y. P. OR DOUGLASS FIR, GRADE #2, KID 19% (Fb FOR
LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS
ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), AND SHALL CONFORM TO THE NATIONAL
GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU AND THE SOUTHERN
FOREST PRODUCTS ASSOCIATION. ALL NON -LOAD BEARING FRAMING LUMBER (INTERIOR WALLS) TO BE #2
S.P.F. OR BETTER.
- PLYWOOD SHEATHING:
-ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO
SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS.
-UPPER PANELS TO BE ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM JOIST
AT BOTTOM OF WALL. PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD
-FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 1/2" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS
6" FIELD, T EDGE.
-FOR ROOF USE 5/8" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 4" EDGE.
-FOR SUBFLOOOR USE 7/8" PLYWOOD AND 2.5" #8 SCREWS & GLUE OR 8d RINGSHANK GALV NAILS & GLUE.
SPACE FASTENERS 6" FIELD, 4" EDGE.
- FIELD VERIFY WITH ARCHITECT EXACT LOCATIONAND CONFIGURATION BEFORE MODIFYING EXISTING
TRUSSES. DO NOT CUTANY FRAMING MEMBERS OR TRUSSES WITHOUT EXPRESS WRITTEN AUTHORITY FROM
THE ENGINEER AND ARCHITECT.
- FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING.
- CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TO ARCHITECT TO REVIEW FORADHERENCE WITH
DRAWINGS PRIOR TO CONSTRUCTION.
- TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY. EXACT TRUSS WEB, CHORD SIZES AND LAYOUTARE
TO BE DETERMINED BY THE MANUFACTURER. TRUSS MANUFACTURER TO DESIGN ANY PERMANENT BRACING
REQUIRED FOR STABILITY.
-ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING THE
MANUFACTURER'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS -TO -
TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MANUFACTURER. VERIFY THATTHE CAPACITY OF THE
TRUSS ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON
THE TRUSS ENGINEERING. ANY TRUSS ANCHORS CALLED OUT THATARE OF INSUFFICIENT CAPACITY SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION.
- PREFABRICATED WOOD TRUSSES, JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR
SELF -WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED TO, WALLS
EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER EQUIPMENT, AND SHALL
DESIGNED TO RESIST ALL DRAG FORCES, SHEARWALL UPLIFT AND DOWNWARD LOADS, AND OTHER SPECIAL
LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR ARCHITECTURAL DRAWINGS OR
CALCULATIONS, MINIMUM ALLOWABLE SHEAR SHALL BE95 PSI, BRIDGING SIZE AND SPACING SHALL BE AS
DESIGNATED BY TRUSS MANUFACTURER UNLESS NOTES OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS SEALED BY REGISTERED ENGINEER. SHOP
DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL
HAVE CURRENT ICBO APPROVAL. THE MANUFACTURER SHALL DESIGN CONNECTION OF TRUSS REQUIRING
PREFABRICATED HARDWARE HANGER OR OTHER.
- FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND
SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER). SPECIALTY ENGINEER MAY SUBMIT PREFERRED
CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR APPROVAL.
-ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL WOOD
EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 CCA.
- LAMINATED TIMBER ELEMENTS (BENTS, BEAMS, DECK, ETC., AND ANCILLARY ACCESSORIES, FASTENERS,
ETC.:
-FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND
SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER)
-SPECIALTY ENGINEER MAY SUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING MODE
AND INTERVALS FOR DECK. (CONNECTIONS FOR BEAM -ENDS TO RESIST ROTATION.)
- GLUE -LAMINATED BEAMS (GLULAM) SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPANS AND 24F-
V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb a 2,400 PSI, FV = 190 PSI, Fe
(PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI, FABRICATION AND HANDLING SHALL CONFORM TO THE LATEST
AMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC) AND ASTM STANDARDS. BEAMS SHALL BEAR AN
APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS CAMBER AND TOLERANCE
IS SPECIFICALLY NOTED ON THE DRAWINGS, BEAMS SHALL BE MANUFACTURED WITH INDUSTRY STANDARD
MINIMUM CAMBER OR UPWARD TO SPAN/200. ERECT WITH CROWN OR CAMBER UP. IN HEADER CONDITIONS
BEAM BUILT INTO WALL CRIPPLE FRAMING ABOVE ( ) HEADER SHALL MAINTAIN CAMBER. HEADER BEAMS MAY
HAVE ZERO CAMBER, PROVIDED CRIPPLE FRAMING ABOVE HEADER IS BUILT WITH MINIMUM CAMBER STATED
ABOVE.
- LAMINATED LUMBER AND "I" JOISTS AND RAFTERS SHALL BE INSTALLEDAS PER MANUFACTURER'S
INSTRUCTIONS.
- CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO
WEATHER AND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION.
SITE/LANDSCAPING:
-THE IRRIGATION (IF USED) SYSTEM SHALL BE INSTALLED SUCH THAT NO WATER HITS THE BUILDING DURING
OPERATION.
- SLOPE GRADES AWAY FROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 10%
DOORS AND WINDOWS:
- INSTALL GARAGE DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MANUFACTURER'S
SPECIFICATION/ PRODUCT APPROVAL.
- PT 1x BUCK: ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR SD CASE HARD
NAILS OR T NAILS @ 17/3" END.
LIGHTING AND ELECTRICAL NOTES
- PLANS ARE SCHEMATIC. EXACT LAYOUTAND SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND
EQUIPMENT, SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR AND APPROVED BY THE ARCHITECT.
- ALL OUTLETS TO BE ARC FAULTPROTECTED PER ARTICLE 210.12(B) 2008 NEC.
- ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT TYPE.
- PROVIDE GFIC AS DETERMINED BY NEC- 2008 ARTICLE 210-63.
-ALL EXTERIOR OUTLETS TO HAVE GROUND FAULT INDICATOR BREAKERS AND WEATHER TIGHT PROTECTIVE
COVER.
- SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W/ BATTERY BACKUP PER FBC R314.
- CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315
PLUMBING:
- PLANS ARE SCHEMATIC, ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL BE
DETERMINED BY LICENSED PLUMBER AND APPROVED BY THE ARCHITECT.
- NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING.
ROOF PENETRATIONS:
- VERIFYALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHER DRAWINGS.
PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT MOISTURE INTRUSION
AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE ROOF PLAN. CONSULT
ARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATRATIONS.
FIRE RATED UL FLOOR, WALL, & ROOF PENETRATIONS:
- CONTRACTOR MUST USE SPECIFIC UNDERWRITER'S LABORITORIES DESIGN NUMBERED SYSTEMS FOR
PENETRATING RATED WALLS, FLOORS, AND CEILINGS. ARCHITECTS DOCUMENTS MAY OR MAY NOT INDICATE
CERTAIN SYSTEMS. CONTRACTOR TO FURNISH UL NUMBERS IF APPLICABLE.
FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX:
FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9-302.10
INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450
WALUCLG FLAME SPREAD: <200, WALUCLG SMOKE DEVELOPED: <450
/ I \ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:
WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY
ABBREVIATIONS:
AB
ANCHOR BOLT
AIC
AIR CONDITIONER
AHU
AIR HANDLING UNIT
AT
ACOUSTICAL TILE
B.M.
BENCH MARK
BO
BY OWNER
CLG
CEILING
CMU
CONCRETE MASONRY UNIT
COL
COLUMN
CONC
CONCRETE
CONT
CONTINUOUS
CU
CONDENSING UNIT
CW
COLD WATER
CJ
CONTROL (CONSTRUCTION) JOINT
D
DRYER
DISP
DISPOSAL
DF
DRINKING FOUNTAIN
DTL
DETAIL
EXTG
EXISTING
EA
EACH
EL
ELEVATION
EW
EACH WAY
EWC
ELECTRIC WATER COOLER
EWH
ELECTRIC WATER HEATER
EXP
EXPOSED
EXT
EXTERIOR
EJ
EXPANSION JOINT
FD
FIELD (FLOOR) DRAIN
FIE
FIRE EXTINGUISHER
FF
FINISH FLOOR
FIN
FINISH
FLR
FLOOR
FP
FIRE PROTECTION
EPS
EXPANDED POLYSTYRENE
FTG
FOOTING
FT
FOOT (OR FEET)
GFI
GROUND FAULT INDICATOR
GSF
GROSS SQUARE FEET (OR FOOT)
GWH
GAS WATER HEATER
GWB
GYPSUM WALL BOARD
HB
HOSE BIB
HDG
HOT DIPPED GALVANIZED
HW
HOT WATER
IN
INCH
INT
INTERIOR
!ji�IL�➢�1
MAX
MAXIMUM
MFR
MANUFACTURER
MIN
MINIMUM
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
NSF
NET SQUARE FEET (OR FOOT)
LF
LINEAL FOOT (OR FEET)
OC
ON CENTER
OAS
OR APPROVED SIMILAR
P-L
PROPERTY LINE
PL
PLATE
PLY
PLYWOOD
PT
PRESSURE TREATED
PVC
POLYVINYL CHLORIDE
R
RADIUS
R/A
RETURNAIR
RCB
REINFORCED CONCRETE BEAM
RCC
REINFORCED CONCRETE COLUMN
RD
ROOF DRAIN
REF
REFRIGERATOR
REINF
REINFORCING
REQ
REQUIRED
RAN
RIGHT-OF-WAY
RTU
ROOF TOP UNIT
SIBS
STYRENE BUTADIENE STYRENE
SF
SQUARE FOOT (OR FEET)
SS
STAINLESS STEEL
STAG
STAGGERED
TBD
TO BE DETERMINED
THE
TO MATCH EXISTING
TOB
TOP OF BEAM
TOB
TOP OF COLUMN
TOS
TOP OF SLAB
TPO
THERMO PLASTIC OLEFIN
TYP
TYPICAL
LINO
UNLESS NOTED OTHERWISE
VB
VAPOR BARRIER
VTR
VENT THRU ROOF
W
WASHER MACHINE
WP
WATERPROOF
WD
WOOD
WWF
WELDED WIRE FABRIC
i Z
0
s
o Lo
7 + r U
fl) 0 -L
ko
06 7 N tC
ate)
N
r C
C 0
W
E
V
® Z
.�
V
® C/)
C) Z
0
/W� U
V
W Z
V,
W
W
�O
V
V
Tf
i
general notE
MAR 31, 20'
S HH E EE
A-2
r�co117
OR
e�`CIS P. L/F6 E`
AR97108
ism
F1;
SOG-MONO
FOOTING
18"xCONTx18"
SCHEDULE
0' 0" (2) 45 CONT BOTT '
F2
SOG-MONO
18"xCONTx18"
-0'-4"
(2) 115 CONT BOTT, CURB TO 0'-0"
F3
COLUMN ISOLATED
36"x36"x12`
2' 0
(4) ifs EBOTT
F4
SOG-MONO
18"xCONTx12"
0'-0"
(2) 05 CONT BOTT
F5
SOG- MONO
36' x36'X18"
0'-0"
(4) 45 EW TOP/BOTT
F6
SOG- MONO
1.8"xCONTx18"
0'-0
(2) 145 CONT TOP/BOTT, EXTEND 30" INTO F5
FZ
I S ^ ,`RIOR
1 18"xCONTx18"
0'-0°'
(2) 45 CONT B017 �a /
F3
F3
DRIVEWAY & SIDEWALK AS PER SITE PLAN
4" SLAB ON GRADE
F2
FOUNDATION / SLAB PLAN
SCALE: 1/4"= T-0" -
4" SOG
FEE: -0'-4"
9 3/8"
4�' SOG
FE: -0'-4"
FOUNDATION NOTES:
-RECESS SGD & GARAGE Di
-SEE GENERAL NOTES FOR
SWR RECESS
FFE: "0'-4"
TYP REENTRANT
CORNERBAR
AS PER GEN NOTES
F4
1/81/8" SLOPE
F4
.SWR RECESS
F2 FIFE: 44"
c-
TRIM TRUSS TAILS @ FLAT ROOF AS NEEDED
MODIFIED BITUMEN OVER 5/8"CDX PLY OVER 2x12 RAFTER @ 24" OC
DBL 2x10, GLUE & NAIL 12D @ 8" OC STAGGERED. EA RAFTER TO
BEAM W/ SIMPSON H2.5T. BEAM TO CMU W/ (2) HETA20,
1x8 LIP, TO KEEP EDGE LEVEL, SHIM AS NEEDED
FASCIA— HORIZ CYPRESS WOOD SIDING OVER 30#
FELT OVER 1/2 COX PLY OVER 2x4 @16" OC
SOFFIT- T&G TO MATCH FASCIA OVER 2x4 @16" OC
THRESHOLDS 2"— VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR
/EL LOCATIONS
SOG
0'-0"
F7
F7
SK
F5
F5
F1
COLUMN BEYOND
BEAR 2x12 ON WALL NOTCH +/- 1" AS
NEEDED, SIMPSON HSTM16
BUILDING SECTION
SCALE: 1/4"= V-0"
TRAY CLG AS PER FRAMING PLAN
LINTEL AS PER DNV SCHEDULE------.—Y 8-8
BEAM 1
ENTRY PORCH EAVE
SCALE: 1-1/2"= V-0"
3.5:12 SLOPE TYP
ROOF/ UNDERLAYMENT/ SHEATHING AS PER GENERAL SPECS -
METAL DRIP EDGE TBD BY ROOFING CONTRATOR
PE TRUSS AS PER FRAMING PLANS -
INSULATION AS PER GENERAL SPECS
TRUSS TO ALL BOND BEAMS W/ SIMPSON HETA 20 EA TRUSS, USE (2) @
MULTI PLY GIRDERS, USE DETAL20 FOR SINGLE PLY GIRDERS,USE �
SIMPSON HSTM16 ON INSIDE FACE OF LINTEL FOR MISSED EMBEDED L
ANCHORS. SEE FRAMING PLANS FOR OTHER CONDITIONS. ¢4
METAL DRIP OVER PT WOOD DRIP OVER 3/4"x5"
PVC FASCIA TRIM- FASTEN TO SUBFASCIA W/ 2.5"
TRIM SCREW (2) @ 24" OC OVER 2x4 SUBFASCIATO
TRUSS ENDS W/ (2) #16d NAIL :+
EXTERIOR SOFFIT AS PER GENERAL SPECS r,
TYP EAVE
SCALE: 1-1/2"= V-0"
WALLAS PER GENERAL SPECS
WALL REF AS PER GENERAL SPECS.
SPLICING AS PER GENERAL NOTES
FOOTING AS PER FOUNDATION PLAN &
FOOTING SCHEDLE— REINFORCEMENT AS
PER FOOTING SCHEDULE
GRADE AS PER SITE PLAN
TYP WALL SECTION
SCALE: V2"= V-0"
<I>
—W—
mmrmwmmm AS PER BLDG SECT
CLG AS PER GENERAL SPECS AND RCP
MASONRY BOND BEAM
& REF AS PER
GENERALSPECS
INTERIOR MONO
Y
_!.;q..... FOOTING CURB/ RECESS
....... . .... .W..—.........
SOG/FILL/COMPCTION AS
PER FOUNDATON PLAN AND
GENERALNOTES
1zLINTEL AS PER WINDOW/DOOR SCHEDULE
z NEW PT 1x BUCK @ JAMBS & HEAD, ATTACH
TO MASONRY/CONC W/ADHESIVE &
RECESSED 3/16"x2" MIN TAPCON OR 8D CASE
HARD NAILS @ 12"/3" END, SAME FOR DOOR
BUCKS
WINDOW FRAME W/ FLANGE,
ATTACH TO MASONRY/CONC
AS PER MFR SPECS
SILL AS PER WINDOW/DOOR SCHEDULE
EXT INT
TYP OPENING BUCK DETAIL
SCALE: 1"= V-0"
0C14
C d O
_cap
s'�o O o
O i LO 'O --
:3 + ..'.' N U) (n
L-
IV)Cp w M W
Y_ M
N ra C
O (L6
w
T
V
® Z
._
� U
pp@q
V z
.®
1% �0
W
Z LLJ
wz
�®
�
®V
LU
1z
d/
F-
Z
W
O
U
W
a
0
foundation plan
MAR 31, 2018
SHEET
A-3
m
—
22"130"ATjfICAC�ESS
— ®—
—
I I W1 LAIf DER
—
I� �rT
T-I-T
TT-TT_T_T-7-77
--
I
e.
I I I
I;, ,,°,." 1 _ I
I I I I I I i
e ° ., '. bWPldr"a:°.ns.'f t "
'e
I I I I I I
ROOF FRAMING PLAN
SCALE: 1/4"= 1'-0"
ROOF PLAN
SCALE: 1/8"= T-0"
WRB
SIDING
PLY —
SIDEWALL FLASHING
46 COPPER FLASH W/HEM
PLY J
UNDERLAYMENT- OVER & UNDER COPPER FLASH
METALROOF
SIDEWALL FLASHING
SCALE 3"= T-0"
FRAMING KEYNOTES:
1. 12" RECESS IN TRUSSES FOR TRAY CEILING
2. BEAM 1- CAST CRETE LINTEL 8F24-1 B/2T #6 FIELD
3. COLUMN- 16x16x8 CMU, 4 #5 VERT, #3 TIE @ 16" OC
4. BEARING WALLAS PER GEN SPECS
FRAMING NOTES: �i�
-ALL HIPS TO HAVE HIP TRUSSES FROM SUB -FASCIA TO GIRDER TRUSS
-ALL WALLS SHOWN IN GREY ARE LOAD BEARING BELOW- BEAR TRUSSES ON ALL EXTERIOR WALLS Q Co
-USE #6 FIELD BAR IN LIEU OF #5 FOR ALL OPENINGS WIDER THAN 12' AI
c S=d � -a
v ..
(o CD
-ao .— 0
p-o--
'a¢0_
+ N�(n
fA 0 co� 0)
�"'NN�n
� (
�-
N o C
y
O
00 "—
000�%
N
Mw
Ir
CD
E
V
0 Z
._ O
V
i U
�
N �
C
C) z
O
W U
w
Z
W Z
Vi
NW
w
O
V
U
H
LU
W
0
U
W
Q
framing plan
MAR 31, 2018
SHEET
A-4
Z
P
AR97108 ?/
p.
w
Q�
w
z
lip
FLOOR PLAN NOTES:
1. INTERIOR DIMENSIONS ARE TO FINISH
2. EXTERIOR DIMENSIONS ARE TO STRUCTURE
FLOOR PLAN KEYNOTES:
1. SHOWER VALVE LOCATION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------
36'-8"
......... . vie
23'-8" 8-41
F-
HAND WAND HIGH WINDOW T P-1
�3 4
x .11'-4 1/8" T-5 9/16" 1
F
F king size
EDGE OF ROOF F I. SWR
01CLST
SETBACK
5-10" 4- .1 —
W13
N I
----------
— — — — —
. . . .. .. ..... . . .... ... . ......
2-8—x8--0
2'-7 lffl",_
2-Ox8-
D2
E3 F�
— — — — — — — — — — — — — — — — — —
2'-10 7/8
GOVERED7c-3 FOYER LIVING
ENTRY
2 CAR GARAGE
COVERED
PORCH zo C?
i— — — — — -- — — — — — — - — — — — — — I
DINING
E Ll
2'71/16" 53/4" 9'-7 3/16" 2'-2" 4'-4 1M' 9-4"
z is
—0-1000
HWH c
UTILITY
rh
2'-7 3/8" - ------ ------
CLST
2-8x8-0 DW
4' 4' 4 7/8". 5.
-OX8-0
KITCHEN �Mffl
9 2-W-0
En
6" T-3 1/8" —4'-113/4" 16-81/4"
�6 LO
2-8x8-0 wall o00
%)ven/m.., i -------- pantry
00
04
0
AHU -8x8-0SK
V !
04DOORI]
SHOWER! I
SK c)
w 1 SWR
B.R.2 N B.R.3
HB
r- - - - - - - -
N C? CLST
SWR
512- 11'-9 1/8" 1 V-9 1/2"
DVY9 ---- --- - . .............
W i 7
6L, 0. r2'-2" 12'
F—
ID LOCAT.
wi 1/EXT
UNIT SIZE CMU R.O.
(WxH) (WxH)
16-0x8-0 6-2x8-2
B.O.
LINTEL
8-0
WINDOW
SCHEDULE
LINTEL
CAST CRETE LINT[ L 8F8-113
TYPE
.PANE PICTURE
W/AWNING
NOTES
W2
1/EXT
4-Ox8-0
4-2x8-2
8-0
CASTCRETF LINT[ -8F8-1l3
5 PANE PICTURE
W/AWNING
TEMPERED
W3
1/EXT
4-Ox2-0
4-2x2-1
8-0
CAST CRETE LINTt I,- L8F8- I B
PICTURE
TEMPERED
W4
1/EXT
6-Ox2-0
6 2x2-1
8-0
CAST CRETE -IT, 8F8-113
F8_1
PICTURE
W5
1/EXT
S-8x5-0
5-10x5-1
8-0
CAST CRETE LINT L 8F8-1B
HCRIZ SLIDER
W6
1/EXT
5-8x5-0
5-10x5-1
8-0
CAST CRETE LINTI I- 8F8- 113
ITORIZ SLIDER
EGRESSABLE
W7
1/EXT
5-8x5-0
5-10x5-1
8-0
CAST CRETE LINTI L 8F8-113
jH0RiZ SLIDER
EGRESSABLE
W8
1/EXT
5-8x5-0
5-10x5-1
8-0
CAST CRETE 1 INTi I 8r8 16
LIORLZ SLIDER
E
TEMPERED
1/EXT
3-Ox2-0
3 2x2 11
8-0
CAST CRETE LINT[ .B
P, t RE
W10
11/EXT
3-Ox2-0
3-2x2-1
8 0
CAST CRETE I -I NTi I 8--IB
PIG URE
WIT
1/EXT
3-Ox2-0
3-2x2-1
8-0
ICAST CRETE LINJ, t I- 8F8-1 B
PICTURE
W12
1/EXT
3-Ox2-0
3-2x2-1
8-0
CAST r R ET E L I NT I - 8r'8-IB
PICTURE
W13
1/EXT
3-Ox2-0
3-2x2-1
0
CAST CRETE LINTi L 8F8-113
I N CTU RE
W14
1/EXT
3-Ox2-0
3-2x2-1
8-0
CAST CRETE LINTL L SFS-
t,
F�17 5l 7r
�W15
1/EXT
-Ox2-0
3-2x2-1
8-0
CAST CRETE UNI L, 8F8-IB
PICIURL__L_
SHOP DRAWINGS PROVIDED TO CONTRACTOR BEFORE INSTALLATION
CONTRACTOR TO VERIFY RO DIMENSIONS PRIOR TO MASONRY WORK
MASONRY OPENINGS TO USE HiWind SILL BY CASTCRETE
GLASS TO BE DOUBLE PANE WITH LOW-E
GLASS TO BE IMPACT OR OPENING PROTECTION AS PER FBC-R4410.4
GLASS TO HAVE: IMPACT U-FACTOR!5 0.65,
U-FACTOR:5 0.4, SHGC:5 0.25
FRAMES TO BE WHITE VINYL W/FINISH FLANGES FOR 3/4- WOOD BUCKS
JALL WINDOWS TO HAVE INSECT SCREENS
CMU R.O.
ID LOCAT. SIZE (WxH) (WxH)
D1 1/ EXT 3-0x8-0 5-6x8-2
DOOR SCHEDULE
LINTEL
CAST CRETE LINTEL SIR 8-16 77- �—'
DESCRIPTION
T§;WNG, 5 LITE GLASS PANEL, (2) 14" SlD ELITES
D2 1/ EXT 2-8x8-0 2-8x8-2
CAST CRETE LINTEL 8RF8 113
S. SWING, 1 LITE GLASS PANEL
D3 I/ EXT 15-2x8-0 15-482
CAST CRETE LINTEL 8F24-1.3/2T, #6 FIELD
4 PANEL SLIDER W1 FIXED ENDS
D4 I/ EXT 6-Ox8-0 6-2x8-2
CAST CRETE LINTEL 8RF8-1 B
2 PANEL SLIDER
D5 I/ EXT 2-8x8-0 2-10x8-2
CAST CRETE LI NTEL 8RF8-1B
S. SWI W",J LITE GLASS PANEL
D6 I I/ EXT 118-0x8-0 18-Ox8-0
CAST CRETE LINTEL 8F24-1B/1T
OVERHEAD DOOR
SHOP DRAWINGS PROVIDED TO CONTRACTOR BEFORE INSTALLATION
CONTRACTOR TO VERIFY RO DIMENSIONS PRIOR TO MASONRY WORK
GLASS TO BE DOUBLE PANE WITH LOW-E
GLASS TO BE IMPACT OR OPENING PROTECTION AS PER FBC-R4410.4
GLASS TO HAVE: IMPACT U-FACTOR:5 0.65,
U-FACTOR 5 0.4, SHGC!5 0.25
JALL FRAMES TO BE VINYL
ISEE FLOOR PLAN FOR SWING DIRECTION
WALL LEGEND
ID
DESCRIPTION
SPECS
REINFORCED CMU WALL
SEE GENERAL SPECIFICATIONS ON A-1
REINFORCED CMU COLUMN
SEE COLUMN SCHEDULE
NON LOAD BEARING FRAME WALL
SEE GENERAL SPECIFICATIONS ON A-1
LOAD BEARING 2x6 WALL
SEE GENERAL SPECIFICATIONS ON A-1
I7777==
LOAD BEARING 2x4 WALL
SEE GENERAL SPECIFICATIONS ON A-1
U
C N 0 CD
0
c 0
Lo 16
:3 + U)
a CN a) U)
U) 0 m :E (1)
06 U)
U).
0
c 0 w-
QQ
E
0
Z
W�0
4-0 0
C)
C%ft00
z
.0
Lu
L)
z w
W z
Lu
w
0
z
w
0
w
floor plan
MAR 31, 2018
SHEET
A-5
FLOOR PLAN
SCALE: 1/4"= 1'-0"
F CIS P. L/,q ".7 1
AR97108
POWER PLAN LEGEND
Pt 110V DUPLEX RECEPTACLE
P2 111 GFCI DUPLEX RECEPTACLE
P3 120V RECEPTACLE recessed for tv
P4 220V RECEPTACLE _
P5 110V DUPLEX RECEPTACLE w/ water protected box
L1 LED RECESSED CAN LIGHT
L2 FLUSH MOUNT CLG LIGHT
L3 FLUSH LED STRIP LIGHT
L4 VANITY WALL LIGHT
L5 SHOP LIGHT
L6 CHANDELIER LIGHT
L7 PENDANT LIGHT
L8 UNDER CABINET LIGHT
L9 EXTERIOR WALL SCONCE
L10 WALL MOUNT READING LIGHT
1-11 EXTERIOR MOTION DETECTOR LIGHT
L12 FLUSH MOUNT CLG LIGHT- wet location
S LIGHT SWITCH
EX EXHAUST FAN
EXL EXHAUST FAN WITH LIGHT
FL FAN/ LIGHT COMBO
JB JUNCTION BOX
SD SMOKE DETECTOR- INTERCONNECTED, HARDWIRED W/BATTERY
SA AC SUPPLYAIR CEILING GRILLE _
RA AC RETURN AIR CEILING GRILLE
EX EXHAUST FAN
CU
I
I , I
/
P1
,'W 2 ai- T. fat P2 " d..mr SD
a r
r
r /
r /
r /
r /
r '
i
1
a
r/ n
r/ a
r/
I
HWH p-dryor a
-:P1 /® p-ref:
P2 '
f p
I
II
`
P1
Pi
a.
I
HEF T
Ar
garage door I
SD
motor I
I
I I
'� w
II
I I
P2
I
t
,
EU
I
�
I
f
MDP EXL
➢9i
*+/yk^ St°
METER
Ell
La
/
/
/
/
I
/
Y
/
r5'
EE N
\
\
\
\
SD
,\'
\
13
s
1
8
�
\
)
\
SD
\
o
IM
E
Fil
F&
0
N
NEW
UNDERGROUND
METER
FOOTING STEEL
SIZE BY ELECTRICAL CONTRACTOR
ELECTRICAL RISER DIAGRAM
SCALE N T t
2017 Dwelling Unit Electric Service 8r Feeder Load Calculator
220.12 General Lighting Load
3 va/flz of floor area, including unused space adaptable for future use.
Floor Area = 2201 6,600 va
Basement Floor Area = ft° va
220.52(A) Small Applllnce Load
1500 va for each 20 amp branch circuit required per 210,1(C)(1) In EACH kitchen,
pantry, breakfast room, dining room, or similar areas.
# of Small Appliance Branch Circuits1500 va= 3,000 va
220.52(B) Laundry Load
# of Laundry Branch Circuits =0. 1500 va = 1,500 va
Total General Lighting & Appliance Load= 11,100 va
220.42 Lighting Load Feeder Demand Factors
First 3000 or less at,00% 3,000 va
From 3001to 120,000 at 35% 2,835 va
Remainder over,2o,o00 at 25% va
Total Lighting Demand Load=- :.. 5,835 va
220.54 Electric Clothes Dryers
Qty Electric Dryer#1 5.00 kw 5,000 w
Qt o y
Electric Dryer f kw w
220.55 Electric Cooking -Ranges, Stove Tops and Wall Ovens
Qty kw
Qty kw
Qty ]kw
Electric Cooking Demand Load= 11,600' w
220.51 Fixed Electric Space Heating Loads or Air Conditioning Load:
Fixed Electric Space Heat#a 10A kw AC#nlGeo 16 SEER 3Too 3.6 kva
Fixed Electric Space Heat it2 - kw AC#216eo kva
Fixed Electric Space Heat #3 kw AC#3/Geo kva
Fixed Electric Space Heat #y kw AC#4/Geo - kva
Fixed Electric Space Heat #5 kw AC#5/Geo kva
Total Heat B, AC Load = 13,820-va
220.14 Appliance load —Dwelling Units
Qty Description va(watts) Qtv Description valwatts)
1
Well Oven Nameplate
4.50
1
s Electric Nameplate
11.00
0
1
Central Furnace
1,200
1
Dishwasher
11200
1
Refrigerator
1,440,
1
Microwave
1,580:
1
Range Hood
240
3
Vent Fan
300:
4
Paddle Fan
36o
'. 1 wine Comer 360
'1
D
0
0
0
0
Total Connected Appliance Loatl= 6,680 va
220.53 Appliance load --Dwelling Units Total Appliance Demand Load - :. 5,010 va
220.50 Motor Loads @ 120 Volts
Qty Description va(watts) Description v we
1
3I4BpPool{Spa Pump,
563
11/2hpGarpage
Dispos
! $75
z
i/2hpGar{DoorOpener
375
d
Total Motor Load =
1,688 va
430.24 Several Motors or a Motors) and Other Load(s) 25 %of Largest Motor Load =
141 va
Total Motor Demand Load =
1.'m va
TOTAL CALCULATED DEMAND LOAD In Volt-amperes =
42,894 va
TOTAL CALCULATED DEMAND LOAD In AMPS @120/240V 1pli=
179 amps
EXISTING SERVICE SIZE
NEW
AMPS
MINIMUM SERVICE SIZE
: 200
AMPS ACE SIZE REQUESTED=
( 200amps
Note: Electrical contractorto verify accuracy and completeness of load calculation
A
L O .� O
p
w+ N(nULLI )
Ny O :r'e (h � �
W � �\
f.7 �r~` vJ
N
W
O_ Z
._ O
V
�NN
vI
LLL
'0
V Z
O
U
U
w
Z
WZ
W
rO
'V+
/V
LL
f—
Z
W
O
U
W
Q
❑
power/RCP
MAR 31, 2018
SHEET
A-6
r(t/(G Vr• r(O�
P. LIEe��'.9
,. AR97108 ,
POWER PLAN
SCALE: 3/16"= V-0"
REFLECTED CEILING/ MECHANICAL FLAN
SCALE: 3/1l V-0"
z
V)
W
HVAC LEGEND
-4---
SIDEWALL SUPPLY- FLEX DUCT
♦----
CEILING SUPPY- FLEX DUCT
SUPPLY TRUNK DUCT
EXHAUST DUCT TO EXTER€OR- SOFFIT
—
`-
SIDEWALL RETURN- FLEX DUCT
---
CEILING RE! URN- FLEX DUCT
RET URN TRUNK DUCT
HOR4NTAL. CYPRE.®IQLN•�
WEST ELEVATION
SCALE: 3/16"= T-0"
tf
ppp n 1
k
At L
id
...
COVEREft
T" "PM"e
IJVIf>dr°x
ENTRY
�
---------------
5
r1YPdBi
•.
-x
_ ____
___ __ --0
U TKIt Y
lzrIwt
I
�
I
�
•
S
3.
t
c
�
I
_
I
I
i
C1,IST
,
R
Lu"�4ib:kdivS =
�litl�l$�@uPl€e6PdiI9198P8S�1%� 8W6S&°.6 �
••nk'4 1
I
EAST ELEVATION
SCALE: 3/16"= VI
SOUTH ELEVATION
SCALE: 3/16"= 1'-0"
Y_ Q
CD
O Ln p •
.�++�N�Cn
L-
fA p cr) �
�1N�(n
into C
O ie ca
U t:
0I
yN
T
E
S
Z
.®
vO
L U
AW
I-
_
U z
O
W U
z IJ.1
z
®
V
Lu/
w
r®
CV1J
A
z
W
O
U
W
Q
❑
elevations
MAR 31, 2018
SHEET
A-7
/ `?.- %s P. Lige��.9
AR97108
F��sr�............ :a��jU'
HVAC/ MECHANICAL PLAN
SCALE: 3/16"= VI
NORTH ELEVATION
SCALE: 3/16"= VI
HVAC
LE
SEND
�4---
SIDEN
,LL SUPPLY- FLEX DUCT
♦----
CEILI�
I SUPPY- FLEX DUCT
®
SUPPI
'TRUNK DUCT
•-----
EXHAI
'T DUCT TO EXTERIOR- SOFFIT
®---
SIDEN
,LL RETURN- FLEX DUCT
♦----
CEILIN
i RETURN- FLEX DUCT
®
RETUI
J TRUNK DUCT
I
COVERIE
ENTRY y
2 CAR GARAGE
SWR
I
I
FOYER LIVING
I 1
loX lac b
I
I
.---���---------------------------
I
I
Ito' o----------------
UTILITY a
c
�- CLST
- / '/ `
�l —
'/
'.!
2»I�n�r�J2%
pantry
---0
N
•i�0OUTDOOR
g m mi
Oylc
i
GA O
°I��'
A- A
06. 46.ktzo�YA�L EMS
fEl
WEST ELEVATION
SCALE: 3/16"= T-0"
EAST ELEVATION
SCALE: 3/16":= T-0"
SOUTH ELEVATION
SCALE: 3/16"= T-0"
a
120 N
P
0
O V In Q .6
'a a `r
+�++—NU)
yC!= W
a
{7 P U)
V! o
N
a+
_
d
E
V
O
d
_
z
.O
v
U
z
e,;i
W®
z w
W z
w
0
z
Z
W
U
0
elevations
MAR 10, 2018
SHEET
A=7
P. L/fed '•."F 1
P_ J-ti
HVAC/ MECK NICAL PLAN
SCALE: 3/16"= 1'-0"
NORTH ELEVATION
SCALE: 3/16" = 1'-0"
"i
ST, Lucie County, Per
=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
w TO DETERMINE IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A
60 degrees
or less
Tag line 112 span -- Tag line ' � APProx 2/3 to —�
approx. __. a 1/2 of Span.
REFER TO BCSI
Truss must be set this way if crane is used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way.
REFER TO BCSI
Truss must be set this way if crane is used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams, & lintels must be in place
at indicated height before trusses
IANare installed.
,, AIR HANDLER NOTE
Unless noted elsewhere on this layout, these trusses are not
designed for air handlers in the roof or for any other A/C
requirer,.lents. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
! a... WARNING !\
The size of, these trusses makes it necessary that they a set by a profeesional builder
familiar*with"and experienced in the problems and dangers of setting large span trusses.
Th*bITIlder and erector should consult with an engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
ttygfjob site when trusses are erected to provide supervision and advice.
'SEAT PLATES BY CHAMBERS TRUSS
III
CA
I Hatch Legend
CEILING HEIGHT @ 11'
BRIG WALL @ 10'
REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED CARRYING ! HANGER ID FASTENER FOR FASTENER FOR
TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS
Aw
*Please refer to Standard Engineering package for general instuction on installing hangers
10d=0.148" x 3" 16d=0.162" x 3 1/2"
NOTES:
*ALL BEAMS BY OTHERS.
*FLAT ROOF FRAMING BYOTHERS.
*CEILINGS TO BE UNDER FRAME BY BUILDER.
*INTERNAL LOAD BEARING WALLS REQUIRED BY TRUSSES AS SHOWN ON THIS LAYOi
*PLEASE VERIFY ALL DIMENSIONS, BEAM HEIGHTS, HEEL CONDITION & ROOF PITCH.
A Do not stand on trus
METAL ROOFS S
until they are braced per BCSI & properly nailed to straps and hangers !!
JW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN-
3.5r-
2-00-00
�
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT @10'
END DETAIL: TYPICAL
r LVIYIU l u 1 CIVLI
2X4 TOP CHORD
WALL HEIGHT @ 10'
END DFTAII • rOFFFR
CORNER DETAIL
v+salsNas hqT slxrxx wh1 cup1Y
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
'he undersigned admowk0ges and agrees:
1. Trusses win be made in strict accordance with this truss placement diagram layout which is the sole authority fc
letermining successful fabrication of the trusses.
2. An dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery thl
ndersigned agrees that no badccharges will be alknred. In the event such written notice is famished Chambers Tnls
hall have three (3) business days in which to begin repairs required, or to substitute other trusses. at Chambers option
dter 10 days of delivery remedy will be according to Florida stable 558.
4. The undersigned admowleciges receipt of 'BCSI' summary sheet by TPI & WTCA
5. Delivery is to job site. It's the buyers responsibility to make the job site suitable for delivery. Chambers Truss ha
to sole authority to determine the suitability of the job site or a portion of the job site for dernwzy. Chambers Truss wi
e responsible for dump delivery only. The buyer's responsible for additional delivery expenses it Chambers Truss ha
) redefiver because job site is not prepared for delivery or buyer is not prepared for delivery of busses. Buller i
nponsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below is subject to changed any changes are made in this layout. A $50 per hou
.e for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or it no agreement a reasonable price
(voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date o
elivery it buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tms
lasonable attorneys fee for collections in event of payment not timely made. 1-1f2 % per month service charge wig br
dded for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In Consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantee!
ayment when due of any and all indebtedness owed to Chambers Thus by any entity receiving material and Inc
ndersigned agrees to pay such indebtedness Including attorneys fees, it default in payment for material be made by the
zipient.
10. In the event of any litigation concerning this agreement the item furnished hereunder or payments fefared lic
erem, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per —National Standard And Recommended Guidelines On Responsibilities Fa
Dnstruction Using Metal Plate Connected Wood Trusses ANSUTPUWTCA 4 - 2002'"'
12. Warranty is per Chambers Truss Warranty attached.
A spreader bar may be required per "BCSI" to prevent injury & damage.
Multiple ply trusses must be fastened together per engineering before they are
set, failure to do so can result in roof collapse.
Temporary and permanent bracing are required and can save life and property
and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
Trusses must be set and braced per design to prevent injury & damage.
Trusses must be s®s®lumb and square
Do not set bunks or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
..�'.►i►
3105-OFeander Avenue
Fort Pierce, Florida 34982.6423
800-551-5932
Fort Pierce 772-465.2012 Fax 772-465.8711
Vero Beach 772-569-2012 Stuart T72-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
LOADINGDESIGN CRITERIA REDIIcnelE
DESIGN CRITERIA
PER CODE SUCH AS SBC oe.6.1
18
County
Saint Lucie County
Building Department
Saint Lucie County
Wind Design Criteria
ASCE 2010
Wind Design Method
MWFRS(Directional)/C-C hybrid Wind ASCE 7-10
Roofing Material
Metal
Loading in PSF
_
Roof R.D.L. Floor
Top Chord Live
20 0
Top Chord Dead
15 4.2 0
Bottom Chord Live
`10-Non Conccurent 0
Bottom Chord Dead
10 3 0
Total Load
55 72 0
Duration Factor
1.25 0
Wind Speed
170mph
Top Chord C.B.
Sheathing by builder
Bottom Chord C.B.
Sheathing by builder
Highest Mean Height
15'
Building Type
Enclosed
Building Category
If: Non Restrictive
Exposure Category
C>Open Terrain with scattered obstructions
Miles from Ocean
5
Conforms to Florida Building Code 2017
R.D.L.=Restraining Dead Load
C.B =Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 75033
SCALE: 1/4" = 1/-011
128 total trusses, 54 unique designs
Designer: BLW Reviewed by: —
Date: 04/16/18 Revised 07/18/18
FOR
Group One Construction
DESCRIPTION:
RICCIO �u.. �` J
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
75033