HomeMy WebLinkAboutPLANSELEVATION
SCALE: NTS
SI I L AND SOIL HNLHANA I IUN S I A I LMLN I
1. STRIPPING OF SITE:
ALL VEGETATION TOP SOILS, MARL, TREE STUMPS, ROOTS, ORGANIC ZONES, ASPHALT PAVEMENT (WITH LIMERICK BASE COURSE), AND OTHER
DELETERIOUS MATERIALS MUST BE STRIPPED TO WHATEVER DEPTH IS NECESSARY, AND REMOVED FROM THE SITE. STRIPPING OF THE SITE WILL BE
REQUIRED TO A DEPTH FOR COMPLETE REMOVAL OF ALL UNACCEPTABLE MATERIAL TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER AND
THE STRUCTURAL ENGINEER. CONTACT SOIL ENGINEER FOR INSPECTION AND FINAL APPROVAL BEFORE CONTINUING.
2. COMPACTION AFTER STRIPPING:
THE COMPLETE COMPACTION PROCESS MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. THIS COMPACTION IS TO BE TESTED
WITH 8 FEET STANDARD PENETRATION TEST BORINGS. FREQUENCY OF TESTS TO BE AT EVERY 1500 SQ. FT. THE UPPER 12" MUST BE TESTED
FOR 95% OF THE MODIFIED PROCTOR (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE
CONTINUING WITH THE COMPACTION. GENERAL CONTRACTORS TO EXERCISE CAUTION DURING COMPACTION OPERATIONS TO AVOID DAMAGE TO ANY
NEARBY EXISTING STRUCTURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE
EXISTING STRUCTURES,
3. STRUCTURAL FILLING AND BACKFILLING:
MADE IN LIFTS NOT EXCEEDING 12" IN DEPTH. COMPACTION WITH A VIBRATORY ROLLER TO ATTAIN 95 % COMPACTION OF MODIFIED PROCTOR
DENSITY TEST (ASTM D-1557). MUST BE COMPLETED UNIFORMLY. STRUCTURAL FILL TO CONSIST OF NON -ORGANIC, NON -PLASTIC, CLEAN,
COARSE -GRAINED SAND/ROCK MATERIAL (ASTM D-1557), TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE
CONTINUING. SAMPLES ARE TO BE SUBMITTED AND APPRO"EL BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER BEFORE
COMMENCEMENT OF WORK. NO PARTICLE SIZE GREATER • HAT THREE INCHES AND LESS THAN 10 % PASSING THROUGH THE #200 SIEVE. THE
COMPACTION OF EACH LIFT MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER.
4. FOUNDATION BEARING SURFACE PREPARATION:
THE UPPER 12" OF BEARING SOIL IN THE FOOTING EXCAVATION BOTTOM SURFACES (AFTER EXCAVATING FOR FOUNDATIONS) MUST BE INSPECTED
AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK. AFTER APPROVAL ALL THE BEARING SURFACES MUST
BE COMPACTED TO DENSITIES EQUIVALENT TO 98 % OF THE MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). SOILS WHICH ARE NOT APPROVED
MUST BE REMOVED OR REPLACED, OR LOWERED TO A SATISFACTORY BEARING ELEVATION, OR FURTHER COMPACTED AS DETERMINED AND
INSTRUCTED BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER. THE COMPACTION OF THESE AREAS MUST ALSO BE INSPECTED
AND APPROVED BY THE GEOTECHNICAL ENGINEER.
5. TESTING:
TESTING OF COMPACTED EXISTING SOIL, OR OF STRUCTURAL BACKFILL TO MEET OR EXCEED 95 % OF MODIFIED PROCTOR DENSITY TEST (ASTM
D-1557). FREQUENCY OF TESTS: ONE EACH 1500 SO. FT. (OR A MINIMUM OF 3 IN ANY ONE BUILDING OR BUILDING ADDITION) AND AT EACH
LIFT OF EXISTING OR BACKFILL, ONE OF EACH SPREAD FOOTING, AND ONE EACH 100 LIN. FT. OF CONTINUOUS FOOTINGS. GENERAL CONTRACTOR
TO SUBMIT TESTING PLAN FOR APPROVAL BY ARCHITECT, GEOTECHNICAL ENGINEER, AND STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK.
SLAB ON FILL
1. FILL AND BACKFILL TO BE COMPACTED TO 95 % OF THE MAXIMUM DENSITY AT OPTIMUM
MOISTURE AS DETERMINE BY THE STANDARD PROCTER TEST.
2. COMPACTION LAYERS NOT TO EXCEED 8 INCHES, SLABS ON FILL TO BE PLACED
ON A CHECKEREBOARD PATERN WITH CASTING LIMITED Tf-M SQUARE FEET
OR 25 FEET IN ANY DIRECTIONARD PATTERN.
SHEETINDEX
# SHEET DESCRIPTION
Al
COVER SHEET
A2
FLOOR PLAN AND DETAIL
A3
ELEVATION PLAN
A4
ELEVATION PLAN
A5
FOUNDATION PLAN
A6
MECHANICAL PLAN & DETAILS
A7
PLUMBING PLAN
A8
ELECTRICAL PLAN & DETAILS
A9
FRAMING
A10
DETAILS SHEET
All
WIND LOAD
Al2
SAFETY LOAD
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCCE
FILE COP`
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3. PROVIDE 6-MILL VAPOR BARRIER (VISQUEEN) BELL , ALL INTERRIOR SLABS ON FILL.
SOIL MUST BE TREATED FOR TERMITE. TO BE PERFORMED BY APPROVED TERMITE SPECIALIST
M
I
M
FLOOR PLAN
1/4- = l'-0'
3Q'-R"
AREA BREAKDOWN
LIVING AREA =
GARAGE AREA =
1,253 SQ. FT.
436 SQ. FT.
TOTAL
1,689 SO. FT,
ENTRY AREA =
COVERED PATIO =
40 SQ. FT.
0 SO. FT.
TOTAL AREA =
1,729 SQ. FT.
VENTILATION OF ATTIC SPACE PER 2017 RIC 2325.&2
RA110 OF NET FREE VENRLATI N 10 OXNG - 1/I50
ATRO SPACE TO BE VENTILATED 3.= SM FT.
HT AREA OF SXEOE VENTILATION RWNREO
3D IF- - 22.1 sp Fr.
15D
SUE AND SPACING OF SOME N YOBS 7'df (1.05 SF.) W C-T 0.0.
MN. NUMBER OF REMO SOTEFN MFNTS 22.1 / 1.05 - 2D SUM VENTS
UIEAR Fr OF EAVE (SOFFIT) AVAILABLE 4W-D' Ln. R.
NUMBER OF SCREEN VENTS PR01OEa 4BW / W = N SQ5}11 VENTS
SEE W. WILL SECTION" ON SALE SHE FOR 9BEN VERY LOCATION
GENERAL NOTE
1. ALL OPENINGS SHALL BE PROTECTED NTH APPROVED HURRICANE S UTIFRS. WITH THE
EXCEPTION OF THE ENTRY DOOR AND THE GARAGE DOORS WHICH SHALL BE DESIGNED TO
WITHSTAND HURRICANE IMPACT LOAD (APPLICABLE ONLY IF IMPACT GLASS IS NOT BENG USED)
2. U%IOSOI DOORS h FRAMES TO HAVE WEATHER STRIPPING
3. UNLESS OIFERWISE NOTED, ALL STRUCTURAL LUMBER SHALL BE 12 YELLOW PINE, OR S.P.F.
4. WINDOWS INDICATED WITH (E) MUST BE MANUFACTURED TO CONFORM TO THE BUILDING CODE NTH
RESPECT TO MINNUM EMERGENCY EGRESS REQUIRE MENUS- SE S UIRCATTN RFOMDING LEAN OF EDAFSS
BELOW.
5 ALL ATTIC OPENINGS MULL BE FRAMED WITH V X f WOW FRAMING.
16. PROVIDE M90 AND SWITCLm LIGHT AT ALL ATTIC ACCESS
7. ALL NIBSON DODO SHALL BE HOLOW CORE
G ALL WOMEN ENCLOSURE GLASS TO E SAFETY OAM
L ALL WINDOW FRAMES TO BE SET IN CW REDS
HL EXTERIOR DONS k FRAMES TO HAZE WEATHER SIIERNG
11. ALL LINEN CLOSET WALL RAYS 5 SELVES
12 ALL INTERIOR NON BEARING WALL STALL RE METAL STUDS NTH GAE & INSTALLATION PROCEDURE AS
SPECFED BY MANUCFACIUIER
13. DMOR SOFFITS E CLr SULL E CLAD WITH SR1CO0 OVER EXP. METAL LATH APPLIED PER PRO 2D17
ONAPIFR r% SFOTION 250&
14. GENERAL CONTRACTOR SHALL VERIFY ALL MASONRY OPDWNGS NTH MANUFACIUM LITERATURE
SPECIFICATIONS REGARDING MEANS OF EGRESS
THE MODE OF OPERATION OF EGRESS WINDOWS SHALL NOT EWRE THE USE OF A KEY, TOW
SPWAL KNDIKEDG: OR EFFORT SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH
2e IN HEIGHT, 0,7 SG FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' OFT
THE FINISHED RM AND NO PART OF THE OPERATING MECHANISM STALL BE PLACED HIGHER
THAN 54' ABOVE FINISHED FLOOR:
�1
EXISTING FOUNDATION
BATHROOM WALL DETAIL
SCALE: WITS
SO
PER
IN WALLBOARD EAMH
. FRAME TYPICAL
me PER ma BECTOW
TREND FOR 51"
LATERAL LOAD,
I FBC WO
TYP. GYPSUM WALLBOARD DETAIL
SCALE: NTS
MECHANICALLY FASTENED ASPHALT SHINGLE
OVER UNDERLAYMENT PER F.B.C. 2017
ZONES FOR ROOF COVERINGS WITH SLOPES OVER 212 ROOFING
CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION. PERFORMANCE REQUIREMENTS AND APPUCABLE CODE
REQUIREMENTS IN SECTIQ)' U'.518 FOR HIGH VELOCITY HURRICANE
DIM. SINGLES OVER 15/ FELT ON 15/32- COX
OR 7/16. OSB (MIN. RATED 16#24)(IF TILE ROOF
IS USED SEE TILE MANUFACTURER FOR RECOMMENED
HURRICANE ANCHORS SHEATHIN '
SEE DETAIL ON PAGE—\
BOND BEAM
GALV MTL DRIP STRIP
ON PT 1X2 WD BLOCKING
ON PAINT GRADE 2X8
WOOD FACIA
2 COAT STUCCO FINISH
OVER WIRE LATH ATTACHED -
DIRECTLY TO BOTTON OF
TRUSSES W/3- CONT,
SCREEN VENT
WALL SECTION
SCALE: NTS
PRO'AE rW HOOD STUDS AT
AND HEADER FASTENED M/ J14
90VE6 AT 1f 0.0 IW7CA
AmnIONA. —
AIgRRAGE AT ,WWI
TRACK HEADER JAMB
SCALE NTS
DOOR OPN'G FRAMING DETAIL
VERIFY SLOPE PRIOR
TO TRUSS CONST cmliW
12
INSULATION
\' GYPSUM WALLBOARD DIRECTLY
ATTACHED TO BOTTOM OF RAFTERS
PROVIDE BLOCKING AT ENDS
P.T.1'X2' NAILER
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
Permit#Address: Contractor
Onenin0 schedule: Swino Doors. Overhead Dnnrd_ Slldinn Dnnrc Fived Dlacc lmind,.wc x s4.ay.. r.«�
FL # or
Miami Dade
Product
o e
Manufacturer
Glass
Description
Attachment Method Type, Size,
SDacma & Embedment
Building Design
Pressure
Product Design
Pressure
IEOO6 YN 1 BBB)
Noa 17-1212.21
Window
7700 Series
Lawson
IMPACT
ppu�EE yAFYA��
FI® NN COIL.
FRI>B rOAE0.5 ! WI YN W 1/4' 0.0
-
+55 -56
+67 -67
FL 6604
Gara a Door
Wlndcode
coplav
Impact
114" X1" Min. embed tapcon
B" O.0 w/ 1" whashers
+55 -55
+54 -60
FL 2346-R7
Underlayment
Warrior
Warrior
N/A
N/A
+55-55
me
FRAME HEAD .114" ELCO
TOPCONS MIN. 114" EMBED
FL 5691
Door
Fiber Classic
LBWBOn
Impact
INTO CONC, 8" FROM CORNERS
FRAME JAMBS 114"ELCO 70PCONS
MIN. 114" EMBED INTO CONIC,
8" FROM CORNERS & SPACE MAX 14" O.C.
+55 -55
+67 -67
NOA
17-1212.08
SLOG.
GLASS DOOR
g005eries
Lawson
Impact
P1-1
14 TAP12 U ONIO i1 3 �RA7�
N/A
+60-50 PSF
1/P MAX Sq / 12 SAS. X 1 1/4' L
1f OX MAX
+73 - 73
+73 - 73
Product Model# Manufacturer Attachment Method Building Design Product Design
Type, Size, Spacing, Embedment & Stiffener etc. Pressure Pressure
Mullions
Noa 18-0529.03
Lawson
f TAPCM N 1 WL MMWDM IOEMI M AWL DIE OSNNXE 2 f =n OI NONDN BOOR
11
NIANRUE GIU/l® OVIED WIN NAIS, H OR 12
Roof
FL 10124
Gat
CNNE, NIII AT IEISr 3 DWEIER /
1010 pAlO1 N 1 'PLY Ot 3 Y NN
p
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ABIDE SUIT ME ATM I AN IS FROM H END
AND ABIDE EAW Off OR
Sidin
Soffit
Stucco
Hurricane Panels Less
Gauge of Steel
than 6' span
nunWcane ranee o gauge or ateel
cnan or rnnra
I have reviewed the above components or cladding and l have approved their
use in this structure. These products provide adequate resistance to the wind
loads and forces specified by current code provisions
Please customize the size of this form for Our
y
specific structure. It is not intended that you fit
Name: WavneGandy
the product approval information into the provided
Signature:
spaces. This form is provided as a template.
Certification Number: 33134
Date:
revised 07/1212016 N
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TOP OF T
llp 9'-6
FIN.FL.ELEV.
0'-O"
FRONT
SCALE: 1/4" _
LEFT SIDE ELEVATION
SCALE: 1/4" =
ELEVATION
TYPICAL 7/8" CEMENTIOUS FINISH
OVER 7/16" OSB SHEATHING WITH
REVIEWED FOR
CODE COMPLIANT
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FOUNDATI
SCALE: 1 /4" = V-0"
4'-3" 1 3'-1" 3'-1
4'-3-
#5 RE -BAR AS
INDICATED ON
FOUNDATION PLAN.
4" THICK CONCRETE SLAB WITH
FIBER MESH MIXED W/CONCRETE
ON .006 MIL. VAPOR BARRIER ON
CLEAN COMPACTED FILL, TERMITE
TREATED AS PER CODE
.006 MIL
BARRIER
3 #5 COP
° d < JA
d
A
asa �
a °
SCALE: 3/4" = 1'-0"
f1
8" MAS. WALL
SEE "TYP. UNIT MASONRY
DETAIL" FOR HORZ.
REFORCEMENT.
::1q
N �
I' 'TTF1 'TTT'-1 i P '- 95% CLEAN COMPACTED
-I I'1'-6" FILL TERMITE TREATED
AS PER CODE
PERIMETER FOOTING
TYPICAL AT ALL PERIMETER WALL (U.O.N.)
4" CONIC. SLAB ON GRADE
WITH FIBER MESH
aTT—II'V-
1 #5 CONT.
cn r •'p '.
SECTION 2/A5 -4" STEP AT GARAGE
SCALE: 3/4" = 1'-O"
#5 RE -BAR AS
INDICATED ON
FOUNDATION PLAN.
4" THICK CONCRETE SLAB WITH
FIBER MESH MIXED W/CONCRETE
ON .006 MIL. VAPOR BARRIER ON
CLEAN COMPACTED FILL, TERMITE
TREATED AS PER CODE -�
.006 MIL
BARRIER
3 #5 C01
SECTION
SCALE: 3/4" = 1
2'-1" MIN. LAP
8"MIN. FIN. GRADE
8" MAS. WALL.
SEE "TYP. UNIT MASONRY
DETAIL" FOR HORZ.
REFORCEMENT.
u�
Lo
N
I4� 95X CLEAN COMPACTED
FILL TERMITE TREATED
F1 AS PER CODE
/A5 - PERIMETER FOOTING
)" TYPICAL AT ALL PERIMETER WALL (U.O.N.)
#50 ROD W FILLED CELL AS
PER FLOOR. PLAN TIED TO
CONT. ROD IN LOOTER &
BOND REAM ABOVE
4' CONC. SLAB W/
FIBERMESH OVER BM VISO.
8:T-VERIES
L
CLEAN. COMP., W/
12" / /� e BORA-CARE
TERMITICIDE WOOD
TERATMENT AT
\ FRAMING
20"xt6" GONC.
1'-4" ROD
W/ 2-#50
ROD COOT. (MIN. 25"
LAP) W/ S" MIN,
6 GARAGE CURB DETAIL cOVERACE
A-5 SCALE:
rT�\BOND BEAMCHANGE OF HEIGHT
A s m "u
#4" TRANSFER BARS
5'-0" LONG W/STANDARD
8" MASONRY WALL
ACI HOOK SPACED 0
48" O.C. WHERE INDICATED 4" THICK (2500 PSI)
(1) #5 RE -BAR
CONCRETE SLAB W/
SEE FND. PLAN
(1) 15 RE -BAR FIBER MESH
. r•
GRADE
UJ p
(1) #5 RE-BAO1 111 L
CONT.
F1 STEEL MUST BE
CONTINUOUS
_III —III
1—ll
11 _On
6 MIL. VISQ. FILM ON CLEAN
=
FILL- SOIL COMPACTED
II I- (1) #5 0 24" O.C. ONLY
TO 95% TERMITE TREATMENT
UNDER DEPRESSION
AS PER CODE.
SEE FOOTING SCHEDULE
SECTION 4/A5 - SLAB DEPRESSION
SCALE: 3/4" = 1'-0" AT SHOWER(S)
4" CONIC. SLAB ON GRADE
W/FIBER MESH ON 6 MIL VAPOR
BARRIER AND COMPACTED
TREATED SOIL
555I IC
TTI I I I I I 1 111 111 I I '' .. '• �> r
1 #5 CONT. 4" CONIC. SLAB ON GRADE
W/FIBER MESH ON 6 MIL. VAPOR
1 LAYER W.W.F BARRIER AND COMPACTED
TREATED SOIL
• '. 1 . .. ,. iTr � r
M�ili1
SECTION 3/A5 - SLAB DEPRESSION AT SHOWER
SCALE: 3/4" = 1'—on
FOOTING SCHEDULE
TYPE
SIZE
REINFORCING
LENTGHIWSE
TRANSVERSE BAR
TRANSFER BAR
REMARKS
WITDH
LENGTH
DEPTH
NO.
SIZE
ILENGTH ISPACE
NO.
SIZE
LENG
SPACE
NO.
SIZE
LENGTH
SPACE
F1
e
18'
CONT.
18'
3
#5
(1) CDNT. ON TOP
(2) CONT. ON BO
1
14
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60'
48'
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THICK EDGE
12'
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8"
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F2
24'
24'
12'
3
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FND. PAD
F3
36"
36'
12"
4
#5
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F4
42"
42'
12"
5
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36"
6'-8"
12"
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#5
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+ 0'-0' FIN. FLR
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNT''
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TYPE
SIZE
REINFORCING
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WIDTH
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8'
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16'
16'
4 # 5
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LAP MIN 18 BAR DIA. INTO
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00
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8'
12"
2 # 6
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PROVIDE 8 X 8 ALL CELLS W/#`i 0 MAX. 5-0" O.C.
ITE: SEE MANUAL J SHEET 1
FOR CFM VALUES
A/C PLAN
SCALE: 1/4' = 1'-0'
AIR CONDITIONING SPECIFICATION
GENERAL
4 DRAWINGS AM BAGRAYAT- DO NOT SCALE WORKS FOR 1 E MACY LOCATION OF WNW,
PIPING, DUCIWWN, ETC
' THESE GRAMMES DO NOT SOW EVERY MINOR DETAIL, NR TIE CONTRACTOR AWL FUHNtlI
AID INSTALL ALL TEEMS REWIND FOR A COMPLETE ACCEPTABLE WONNG INSWUTI N,
' ALL WBL AWL E PERFORMED BY A USODIgD CIDWACTUt N A FIRST CLAM Wd OVINLI E MANNER
THE COMPLETED SYSTEM SOUL E RIALY OPERATIVE AID ACCEPTANCE BY ENOEUR/MWRECT MIST
E A CONDITION OF THE SUB -CONTRACT.
' CO TRACIUt 9W1- YL9T THE JIM 91E NO 1HONDUCIEY FAMINE HIM IF NTH ALL DOSIFC
CORIIIUI3
' ALL WON SOUL E WM7ED WIN OTTER TRADES W AVOID IMMEIEIME WIN TE PROCESS
OF (IIS90I(710111.
'AIL REG UNED INSURANCE AULL E PRO'ADED BY THIS CONTRACTOR FOR PROTECTION AGAINST RBUC
UABLITY AND PROPERTY DAMAGE FOR THE MU71 N O THE WON.
' ALL WORKMANSHIP AND MATERIALS SHALL E N STRICT ACOORDAM WIN APR1CIM NAWONM, STATE
AND LOCAL CEDES, RUES, NET OONWE.0
' ALL NA70M SIALL E NEW AND AWL EAR UNOBTWITE S LAM WHERE APPLICABLE
' THE MECHANICAL CONTRACTOR AWL PROVIDE A WRITTEN WAR IV AY THAT SHALL GUARANTEE ALL
MORKMA HP AMC MATERIALS FOR ONE YEAR FROM THE BADE E FINAL WW ACCEPTANCE. M MINT
WALL E ILL APPROVED.
' NNNIECRNAL MD)IOR EWWEMNG WBISS THAT ARE INCURE DIE 70 RENAONS OR SUBSUMES
REQUESTED BY THE CONTRACTOR SAIL E PAC FOR BY THE CWTRAC111R.
INSTALLATION
' THE MECHANICAL CONIRACTUR SHALL INTONE HVA EQUIPMENT AS 9CIEDUID WN THE CAPACITIES SHOW
ON IRE RAN.
'STILT ARP DRAWINGS ON ALL EQUIPMENT ME OBTAIN APPROVAL BOOR TO NSWUDOR
' THE MECHANICAL CONTRACTOR AWL PROMS MOTOR SNUBS,AIU RELAYS, CONTACIOS, UK DUCT DEWORS, ETC.
' THE ELECTRICAL CONTRACTOR SOUL PROVIDE ALL SNOTS AND INSTALL ALL CONTROL WANING
IBERGLASS
DUCT BOARD, TYPE BOB VED APPRO, INSTALLED PER MANUFNIT SUPPLY AND RETURN AIR DUC13 Ma BE R-6 JOHACACTURERS IMSIRCOOS F
I ALL NDIWUD SHALL CONFORM TO SM.ACNA STAMDAAS. AL DUCHWON SIDES NE NET INSIDE
ONE IMS.
' ALL A/C APPLY DUCT RBOMS MUST E FURNISHED WITH APPROVED TMWC VANES
' MARCH TAKEM HST E PROVIDED WIN APPROVED, ADJUSTABLE, ACCESSIBLE AR SPUTTER
' MID DUCE ELDERS SNAIL HAVE AN NAPE RADIUS NOT LESS IWN 1.5 RYES THE WIN OF IRE DUCT.
' CIMP REABLE DUCTS TO COURS. MAMMON LENGTH SAIL E 10 FEET.
' ALL EXHAUST AND OUTSIDE AIR OUCMM SAIL E GEYANDOT SHM METAL
' ANY DUCTWORK ABOVE THE ROOF TO E SHEET MEEK. NEATIFIPROO ED NO PANTED. NAEAIM TO
E 7 THICK, RGO ON KOM AND INSTAFG IN AN ARM MAKER
6 INSTALL SMOKE DUCT WIELTUS N THE SUPPLY DUCE OF ALL A/C UMR E%®ND 1999 UM (INTERIM NTH
ON/OFF CON1110 S) OF AR HANDIER
' Nt DOUBTER AfCIESSU ITS 914L E PER SCHEDULE ON INNS REIERANT PIPING TO E TYPE Y
COPPER NTH SOLDIER FMNM INSULATE ALL REFRIGERANT SUCIHON LINES YTHN BUILDING SPACES WITH
1/P' NMAF0 OR APPROVED WA IREESS OTHERWISE NOES
' CORRECT CONDENSATE BRAN PPNG FROM LINT WWUBI A TRAP TO CONDENSATE DRAW RIWBNG CONTRACTOR
MAY NSWL DRAM NUN 6 FEET OF TNT F CONTMIRD TD DO M
' SET AIR CONDITIONING HANDLER AND CONDENSATE UNITS ON APPROVED BASS WIN YMAIMN ISOLATORS.
' ALL OUTDOOR AIR NTANES SOUL E SOMED WIN A OBO90H-RESISTANT 94MK HOT LARGER THAN
' MOUNT 1MRIOGTAIS W-6' ABOVE ROOK UNLESS NOTED OIHERMS.
' THERMOSTATS FOR A/C UNITY SOUL E HFAT/CF/COOL AND FAN/ND0/NN STCHIED AND SHALL E APPROVED
BY EQUIPMENT MANUFACTURER
' RMSH AND INSTAL ALL TEMPERATURE DOI MR THIS CIXTRAU INCITING HUMIDITY CONTROLS
WHEN APRICABE
' FIE Dam SMALL E ISTAIIFD N ALL OCS PEFEw NG FIE RATED ROOFS AND mNGS AND
WERE RE9IEED BY 01 PROMS ACCESS ODDS AT EACH FIE DAMPER LOGWOL
WARRANTIES
' CORRECTION O WY OEFr:C15 AWL E COMPLETED WENT ADDITIONAL. GIBE AND SMALL NCHDE
REPLACEMENTS OR REPAIR E ANY OVER PHASE OF THE INSTALLATION NNN MAY HAVE BEEN DAYAOD
THOM.
F CONTRACTOR SAIL ADJUST, TEST AND BALANCE ALL SMEMS BALANCE) AR FLOE
WRAP 10 PERCENT O THE DESIGN VATS 9UWR COPY OF WDRIR9EEE 10 DOVE/ARCHHnW..
SCOPE OF WORK
INSTALL COMPLETE NEW AIR CONDITIONING UNITS
INSTALL NEW AIR DUCTS
INSTALL NEW RETURNS
PROMDE NEW CONIC. PAD FOR EXTERIOR UNIT
SEE ATTACHED ENERGY AND HEAT LOAD CALCS.
NOTES TO A/C CONTRACTOR:
x GLL'S AHEA TO BE LOCATED DN 4' THICK PAS ABOVE THE AREA
FLOOD PLANE (FMC 30.14). CYNWZMR SHALL VERIFY REUUED
ELEVARONS WITH CITY OFFICIALS.
x ALL NAPS AREA TO HAVE ApLIARY DRAIN PANS WITH A NORMAN
DEPTH OF 1-1 AND CONSDWICTED OF A CORROSION M STAHT
MATERIAL APP BY THE ENGINEER. A WATER LEVER. DETECTOR OR
FLOAT SNITCH DENO SHALL BE LOCATED IN AX DRAIN PAN AND USED
TO CONTROL OVERFLOW BY AROMATIC SHUTDOWN OF THE UNIT.
x ALL AWTS SHALL HAVE A MINIMUM E 4' CLEAR SPACE AROUND EACH
UNIT.
x ALL R/A GRILLES TO E LOCATED A MINIMUM OF S-C' FROM SMOKE
DETECTORS
x ALL AMPS LOCATED N ATTIC SPACE SOUL BE PROYDEO ACCESS NTH
AN Me" AND UNOBSTRUCTED PASSAEWAY LARGE ENCUCI M ALLOW
THE RFAIOVAL OF THE AHU WTHN 5-V OF THE UNIT (FMC 306.3).
x BNASC DUCTS SHALL E A MN. E 4Y AND 26 CAE SH M META.
PPE.
x DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR SURFACE AND MUST
NOT EKM THE MADMUM ALLOWABLE LENGTH PER CODE
x TRANSITION DUCTS SHAL NOT E CONCEALED WITHIN CMSTRUC710 N.
AIR HANDLING UNIT DETAIL
N.T.S.
CONDENSATE DISCHARGE DITAIL
VENTILATION PER F.B.C. 403.3
VENTILATION PER TABLE 403.3
OCCUPANCY: RESIDENCE
/ OF PEOPLE: 10
CFM/PERSON: 15
O/A REQUIRED: 10 x 15 = 150 CFM
AIR CONDITIONING LEGEND
SUPPLY LINE MIXING BOX SUPLIED BY G.C.
SEE PLAN ON THIS SHT. FOR NECK
4
SIZE LOCATION AND AIR FLOW
CEILING RETURN AIR GRILL
SEE PLAN ON THIS SHT FOR NECK
SUPLIED BY G.C.
SIZE AND LOCATION
CEILING DIFUSER AT DRYWALL Cl-G.
SUPLIED BY G.C.
SEE PLAN ON THIS SHT FOR NECK
SIZE AND LOCATION
SUPLIED BY G.C.
®
EXHAUST FAN
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TYPE: :SQUARED OR APPROVED EQUAL MAIN BUS. 200 AMPS
VOLTAGE :240M/1120V - 3 WIRE (SINGLE PHASE) PANEL SCHEDULE „A„ J INS LUGS
MOUNTING: : FLUSH MAINS ONLY
LOCATION SHOWN
CYTI FKT I RFMARK� 77 FOM TnTAI 177M7.7
UvHT. &
ARE
RANGE
ATER HEATER
AHU #1
AHU #2
CONNECTED LOAD LESS A/C-
10000 WATTS
8,271.6 WATTS
18,271.6 WATTS
15,000 WATTS
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1,940
OR
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30,679 WATTS
33,271.E WATTS
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8,440
= NON-CONCURENT LOAD
FEEDER _ O THHN & 1# 6 U,U
BOND IN 2" PVC COLD.
FED FROM: SERVICE
GENERAL LIGHTING CALCULATION
GENERAL LIGHTING TOTAL LOAD SHALL INCLUDE:
1 - THE TOTAL A/C SQUARE FOOTAGE MULTIPLY BY 3 VOLT/AMP,
2 - MOTOR OPERATED APPLIANCE. SUCH AS PADDLE FAN
AS PER N.E.C. 210-11, AND 220-3
GENERAL LIGHTING LOAD CALCULATION
TOTAL A/C AREA 3 1,293 13 = 3,879 WATTS
FAN LOAD * QUANTITY 200 , 3 = 600 WATTS
TOTAL GN.LT. LOAD = 4,479 WATTS
ELECTRICAL RISER D AGRAM
SINGLE PHASE
TO F,P.L OVERHEAD
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TAPCONS THRU FRAME, BUCK. & INTO C.B.S.
PER MANUFACTURER'S MIAMI-DADE NOA
INSTALLATION
DOOR FRAME FASTEN PER
MANUFACTURER'S
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TO DOOR FRAME AT EXTERIOR
C DOOR BUCK ATTACHMENT
A-10 SCALE : N.T.S
R302.9.1 FLAME SPREAD INDEX
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD
INDEX OF NOT GREATER THAN 200.
EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES
SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS,
BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES;
OR TO MATERIALS THAT ARE LESS THAN 1/28 INCH (0.91 MM) IN THICKNESS
CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS
EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER
OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING.
R302.9.2 SMOKE -DEVELOPED INDEX
WALL AND CEILING FINISHES SHALL HAVE
A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
FASTENING FOR DOORS UP TO 3080
DOOR FASTING DETAIL
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O. 31
STRUCTURAL NOTES
**GRAVITY LOAD**
ROOF - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD
FLOOR - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD
**WIND LOAD** 160 MPH
**CODES**
FBCR 2017 6TH EDITION
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-83)
MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE (ACI 315-83)
AMERICAN CONCRETE INSTITUTE
PALM BEACH COUNTY
NATIONAL CONCRETE MASONRY ASSOCIATION
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1982
EDITION AND SUPPLEMENT
**MATERIAL**
A. CONCRETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD
TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI AT 28 DAYS OF AGE.
B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF
NEW BILLET STOCK, CONFORMING WITH ASTM A-615 GRADE 60.
CONCRETE PROTECTION FOR REINFORCING BARS: THE
FOLLOWING CONCRETE COVER SHALL BE PROVIDED:
FOOTINGS: 3 INCHES
BEAMS AND COLUMNS: 1 1/2 INCHES
SLAB ON GRADE: 2 INCHES
C. STRUCTURAL STEEL:
STRUCTURAL STEEL SHALL BE ASTM A36,
FABRICATED AND ERECTED IN ACCORDANCE WITH AISC
SPECIFICATIONS AND
STANDARDS. ALL BOLTS TO BE ASTM
A325. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS
ONLY. SUBMIT SHOP
DRAWINGS FOR ARCHITECT/ENGINEER
APPROVAL PRIOR TO
FABRICATION.
COLD -FORMED STEEL
TUBING: ASTM A500, GRADE B
HOT -FORMED STEEL
TUBING: ASTM A501
STEEL PIPE:
ASTM A53,TYPE E OR S,GRADE B
ANCHOR BOLTS:
ASTM A307, J-TYPE U.O.N.
HEADED STUD TYPE SHEAR
CONNECTORS:
ASTM A108, GRADE 1015 OR
1020, COLD FINISHED CARBON
STEEL, WITH DIMENSIONS
COMPLYING WITH AISC
SPECIFICATIONS.
UNFINISHED THREADED
FASTENERS: ASTM A307, GRADE A, REGULAR
LOW CARBON STEEL BOLTS AND
NUTS. PROVIDED EITHER
HEXAGONAL, OR SQUARE, HEADS
AND NUTS, EXCEPT USE ONLY
HEXAGONAL UNITS FOR EXPOSED
CONNECTORS.
D. LUMBER: ALL FRAMING LUMBER SHALL BE STRESS GRADE NO. 2
LUMBER WITH MINIMUM Fb = 1200 PSI AND MOISTURE CONTENT
NOT TO EXCEED 19%. ALL FRAMING LUMBER IN CONTACT WITH
CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE
TREATED LUMBER.
1. f'c precast lintels = 3500 psi.
2. f'c prestressed lintels = 6000 psi.
3, f'c grout = 3000 psi w/ maximum 3/8"
4. Concrete masonry units (CMU) per ASTM
aggregate.
C96 w/
minimum net area compressive strength
= 1900 psi.
5. Rebor provided in precast lintel per ASTM
A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
270 low relaxation.
7. 7/32 wire per ASTM A510.
B. Mortar per ASTM C270 type M or S.
UNREINFORCED CONCRETE MASONRY:
MASONRY: ALL MASONRY WALLS SHALL BE OF CONCRETE BLOCK
UNITS CONFORMING TO ASTM C90 PLACED IN RUNNING BOND
PATTERN WITH TYPE "S" MORTAR AND REINFORCED WITH
DUR-O-WALL OR EQUAL, EVERY OTHER COURSE.
EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEPT
DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED.
TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR
SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING,
ETC. PROVIDE END BRACING OR SHORING NECESSARY TO AVOID
SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR
STRUCTURES. BACKFILL IN HORIZONTAL LAYER, MAXIMUM OF
12" THICK, AND COMPACT TO A MINIMUM OF 95% MAXIMUM
STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMMETRICALLY,
TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING
ACTION AGAINST WALLS OR BUILDINGS.
GENERAL NOTES
1. Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and routing.
5. All lintels meet or exceed Lg/360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
G. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES
SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.O.N.
L-4 8F24-iT/iB L-4 8F24-1T/1B
SCALE: 1/4' = 1'-0"
TYPE
DESIGNATION
SAFE LOAD TABLE NOTES
F = FILLED WITH GROUT / U = UNFILLED
1.
All values based on minimum 4" bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20X if bearing length is less than 6-1/0.
QUANTITY OF #5 REBAR AT
r BOTTOM OF LINTEL CAVITY
I
Safeor all loads l
oafrecessed lintels based on 8 nominal bearing.
2.
N.R.= Not Rated.
8 F 16
B
T
3.
Safe loads are total superimposed allowable load on the section specified.
-1
/1
4.
Safe loads based on grade 40 or grade 60 field rebar.
5.
Additional lateral load capacity can be obtained by the designer by providing
NOMINAL WIDTH
L QUANTITY OF #5
addional reinforced masonry above the precast lintel.
NOMINAL HEIGHT -JI
REBAR AT TOP
6.
One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
7.
The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-oway from the face
of support.
B.
For composite lintel heigrlts not shown, use safe load from next lower height.
9.
All safe loads in units of pounds per linear foot.
J
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GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
4>..r.
GRAVITY
SYMBOL
LENGTH TEE
8U8
eFa oa
6F12-0B
BF16-OB
WA_0B
BF1rOB
ai` OB
BF32 OB
�B-1B
BF12-1B
8FI8-1B
BFRO-19
BF2riB
BF28-iB
BF32-18
L-1
2'-10°(34' PRECAST
2302
3166
4473
6039
7526
M10472
119M
3166
4473
0039
7526
M10472
119M
L-2
3'-6" (42' PRECAST
2302
3138
30
460
60DI
7315
8630
9947
3166
4473
W30
75M
9004
10472
119M
L-3
4'-0' (481 PRECAST
2029
2325
2406
3W
4438
5410
SW
7W
2646
4473
6039
7526
90D4
10472
119W
L-4
4 -6" (54' PRECAST
1651
1787
1913
2657
3403
4140
4896
SW
2170
4027
6039
76M
9W4
IM72
2688
L-5
5'-4" (64� PRECAST
1184
1223
13DI
111M
2317
28H
3336
38W
1665
28M
5057
61116
5W0
0424
7450
L-6
5'-10°(70� PRECAST
972
1000
1059
1474
law
2W4
Z721
3137
1459
2464
4144
5458
4437
5290
6122
L-7
6'-6" (7$� PRECAST
g37
1255
2101
3263
27W
3358
3971
4555
1255
2101
3NO
5260
7134
8895
6880
L-8
7'-6" (90� PRECAST
767
1029
1575
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6513
5047
L-9
9'-4" (112' PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
L-10
10'-6"(1267 PRECAST
erg
482
802
1125
915
1122
1328
1535
858
1025
1514
2081
2774
3130
24%
L-11
11'-4"(136' PRECAST
44g
SIX]
935
1365
1854
2355
1793
2075
we
935
1365
1WA
2441
3155
4044
L-12
12'-0°(144� PRECAST
414
sW
664
1254
16M
2074
1570
1818
555
864
1254
1893
2211
2832
3NO
L-13
13'-4'(1601 PRECAST
362
427
726
1028
1331
1Wz
1224
1418
485
748
1076
1438
1855
2343
2920
L-14
14'-0'(1681 PRECAST
338
381
W
919
1190
1462
1 1087
1 1260
455
700
1003
1W5
1714
1 2153
1 2606
L-15
14'-B'(176' PRESTRESSED
N R
MR
MR
NR
MR
MR
MR
NR
465
765
1370
2045
2610
3185
3765
L-16
15'-4°(1841 PRESTRESSED
N.R.
III
NR
I
MR
MR
MR
2
420
895
1250
1855
2370
2890
3410
L-17
17'-4°(208'} PRESiRESSED
N R
MR
MR
MR
MR
MR
MR
NR
310
53D
9W
1400
18M
22DO
2600
L-18
19'-4°(2321 PRESTRESSED
N R
MR
MR
MR
MR
MR
MR
MR
240
40D
750
1090
140D
172.0
2030
L-19
21'-4°(2561 PRESTRESSED
NA
MR
MR
MR
MR
MR
MR
MR
183
33D
510
9W
1340
1780
1 2110
L-20
22'-0°(264' PRESTRESSED
N. R.
MR
MR
MR
MR
MR
MR
MR
960
300
570
8"
1250
1660
1970
L-21
24'-0'(2881 PRESTRESSED
NA.
MR
MR
MR
MR
MR
MR
NR
1-
240
470
720
103D
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
w.r.
UPLIFT
LATERAL
SYMBOL
LENGTH TYPE
eF8-iT
BF12-1T
aF16-1T
WA-1T
8F2r1T
WA-iT
flF32-1T
BUB
8F8
BFB-Zr
81`12-2r
8Ft6-Zr
WA-2r
BF24-2r
W28e ZF
eF32-2r
L-1
2'-10°(34' PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
sw
76.w
8W7
L-2
3'-6" (42' PRECAST
2165
2289
326D
4237
5219
6204
7192
1257
1257
2165
2215
3165
4125
5081
SAI
7036
L-3
4'-0' (48' PRECAST
1878
1989
2632
3680
4532
53F
6245
938
938
16/8
1925
2750
3W4422
5264
6110
L-4
4'-6" (54' PRECAST
1080
1762
2507
3257
4010
4767
6525
727
727
I
17D5
2435
3171
3913
4658
5406
L-5
5'-4' (64' PRECAST
13W
1484
2110
2741
3375
4010
4648
505
505
lam1437
2050
2670
3293
392D
4542
L-6
5'-10"(70' PRECAST
1272*
1 1357
19M
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
L-7
V-6' (78' PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
L-8
7'-60 (901 PRECAST
!W*
1 912
1475
1914
2354
2797
N40
591
657
990
1029
9466
1907
2351
Z797
3245
L-9
9'-4' (112' PRECAST
SM'
1 612
960
1269
1560
102
2144
454
630
801
755
1192
15W
1910
2271
2634
L-10
10'-6'(126' PRECAST
7164
498
793
1027
1261
1496
V31
396
493
716
611
ion13M
1711
2034
2358
L-11
11'-4'(1361 PRECAST
6W
439
696
M
1104
1309
1515
6W
535
905
1295
1595
1896
2196
L-12
12'-0'(1441 PRECAST
eo7'
WO
631
Bte
1001
1186
1372
340
4B4
631
480
818
1209
1514
1799
2088
L-13
13'-4°(1601 PRECAST
soo$
340
532
SOB
541
997
1153
573
409
682
1004
1367
1637
1097
L-14
14'-0"{168' PRECAST
4W
316
493
635
778
922
1065
360
548
378
an
922
1254
1567
1816
14'-8 (176' PRESTRESSED
243
295
469
591
724
857
ML-15
N.R.
357
24J
352
SB2
852
1156
1W1
1742
L-16
15'-411841PRESTRESSED
1
925
N.R.
327
228 1
329
542
791
1072
1381
1676
L-17
17'-4 (208') PRESTRESSED
1B8
238
381
464
567
970
774
N.R.
255
Its
278
449
M
874
1121
1389
L-18
19'-412321 PRESTRESSED
111151 1
313
401
490
578
867
N.R.
204
165
239
383
550
736
940
1160
L-19
21'-41256')PRESTRESSED
iW
186
278
356
433
512
590
N.R.
212
338
477
635
807
993L-20
22'-O'(2641 PRESTRESSED
140190
2W
343
418
403
568137
J172142
Ad
322
W7
607
771
947N.R.
L-21
24'-01;2881 PRESTRESSED
127
124
165
186
244
290
312
408
380
536
447
68D
515
8W
N.R.
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
R EVI
8" PRECAST W/2" RECESS DOOR U-LIILVJ S.,,,...
GRAVITY
SYMBOL
LENGTH TYPE
8RU
8RFB-OB
awl
8RF1
�RF18-
BFM-0
6-60
BR
BRF8-iB
8RF10-1
BRFirt
6RF18-1
W422-1
W26-1B
BRF30-1
D-1
4'-4" (521 PRECAST
1489
1591
3W
2882
3W
4029
Will
688D
1327
3412
4082
6472
7947
9416
10878
D-2
4'-6" (54' PRECAST
1357
1449
2782
2714
3W0
4487
5375
6264
1702
3412
082
6472
7947
9416
10878
D-3
5'-8° (88) PRECAST
785
832
1602
15M
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
am
D-4
V-10" (70' PRECAST
735
T19
1500
1449
1924
2400
2576
3352
1103
2051
3811
6472
6516
5450
6411
D-5
6'-8" (801 PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
410D
8730
8177
6707
D-6
7'-6" (90' PRECAST
665
761
1377
22W
1958
2451
2944
3439
764
1377
2329
3809
5492
6624
5132
D-7
9'-8° (116' PRECAST
371
420
634
1253
1071
1342
1514
low
535
928
1497
2179
2818
35B5
2B75
8" PRECAST W/ 2" RECESS DOOR U
UPLIFT
LATERAL
SYMBOL
LENGTH TYPE
BSF6-IT
&if6-Zr
BRF10-1
BRF10-
69F1r1T
BRflr
69F78-1
W18-
&Vn-t
Wn-21
BRF26-1T
BRF26-2T
BRF30-IT
BRF30-
8RU6
8RF6
-
D1
" .
4 -4 52 PRECAST
1244
1573
2413
3260
4112
4967
5825
932
93 2
1244
1518
2339
3170
4008
4850
SORB
p-2
4'-6" (54') PRECAST
1192
1507
2311
3121
3037
4756
5577
853
853
1192
1455
22W
3036
3837
4643
5453
D-3
5'-8' (68") PRECAST
924*
1172
1795
2423
3055
3W
4U5
501
501
424
1132
1741
2357
2978
WE
4230
D-4
5'-108(70') PRECAST
OW
1138
1742
2352
1 2965
3581
4198
469
469
as
1099
1690
22B8
2899
3497
4108
D-5
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
77B
958
1468
1907
M
3035
3563
D-6
7'-6- (90') PRECAST
BBB
697
1325
1810
22BD
2753
3227
710
941
i8
849
I=
1Te2
2225
2690
3157
D-7
W-B" (1161 PRECAST
�'
�
�
fl23
1413
nD4
1s95
516
614
Bb
527
1009
1369
1720
208E
2450
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N 33 34
- 5•
$! =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
TO DETERMINE IF MULTIPLE PLY.
' I I
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK,
CONSULT BCSI
— 30' to 60' Span
30' Span or less t
Spreader Bar ygp'
60 degrees
or less
a,
i, V2 span i - APpmx 2I3 to -
Tag Tap line ePProx g line 112 of Span
REFER TO BCSI REFER TO BCSI
Truss must be set this way If crane is used. Truss must be set this way It crane is used.
Truss is an example, your truss may not match. Truss is an example, your truss may not match.
Insist crane operator sets truss this way. - Insist crane operator sets truss this way.
All load bearing walls, headers,
beams, & lintels must be in place
at indicated height before trusses
are 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
requirements. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
! 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.
The builder 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
the job site when trusses are erected to provide supervision and advice.
SEAT PLATES BY CHAMBERS TRUSS
REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED CARRYING HANGER ID FASTENER FOR I FASTENER FOR
TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS
*Please refer to Standard Engineering package for general instuction on installing hangers
10d=0.148" x 3" 16d=0.162" x 3 1/2"
Hatch Legend
CEILING
AT 14'-4 1/2'
CEILING
AT 10'-0"
LOAD
BEARING
AT 9'-6"
LOAD
BEARING
AT 14'-4 1
Do not stand on
trusses
until they are braced per BCSI
& properly nailed to
straps
and
hangers !!
&ARRANGE
WITH
CRANE
OPERATOR IN ADVANCE FOR
A SPREADER BAR
OF 24"
- 29'
IN LENGTH!!
39-09-00
26-02-00
13-07-00
2-05-08
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NOTES:
* BUILDER TO UNDER FRAME CEILINGS AS NEEDED.
* COFFER CEILINGS ADJUSTED FOR ENGINEERING PURPOSES.
* LEVEL RETURNS ARE BY BUILDER IF DESIRED.
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 14'-4 1/2"
END DETAIL: ENTRY
HIP CARRIER LOCATED AS DIMENSIONED ON-AYOUT -
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The undersigned acknowledges and agrees:
CORNDERJAOKS
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for
ME
ESSTANDAROED €'
'determining successful fabrication of the trusses.
ENGINEERING. 0.
2. All dimensions in this layout have been verified by the undersigned.
nH
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
_ - -
undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
_
shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
After 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA.
--��
5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has
the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
—
be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is
2+ on. THftn
CORNERJACKS
I
responsible to Chambers Truss for towing costs due to site conditions.
ONLY _I
'°
''"'
6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour
fee for revisions may be charged by Chambers Truss.
CORNER DETAIL
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
_
'Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
OVERHANGS NOT SHOWN FOR CLARITY
delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
reasonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be
added 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 guarantees
payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the
undersigned agrees to pay such indebtedness including attomey's fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to
herein, the parties agree that the sale venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For
Construction Using Metal Plate Connected Wood Trusses ANSITPI/WTCA 4 - 2002""
12, Warranty is per Chambers Truss Warranty attached.
12
5r-
21
4-01 3
`1
1 04- 00
0 0
PLUMB CUT END 12
2X4 TOP CHORD 5 r
WALL HEIGHT 9'-6"
END DETAIL: COFFER
4-01
1
2-08-00 L
1-04-0
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 9'-6"
END DETAIL: TYPICAL
4-01
12
5r-
DATED 7/2
60101lg111111111115e��;
✓ _.._._-..1....-_
FOR C-9eADr.so � /-�SSON, °a/T�eg L/ /� TITLE s�,o,.x�/ �r
A spreader bar may be required per "BCSI" to prevent injury 8r damage.
�i
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 S damage.
Trusses must be setplumb 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
3105 Oleander Avenue
Fort Pierce, Florida 34982-6423
800-551.5932
Fort Pierce 772.465.2012 Fax 772.465.8711
Vero Beach 772.569.2012 Stuart 772-286.3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
MITEK VERSION 741 431 -- - -
- -- _-� - _ - ---
LOADINGIDESIGN CRITERIA REDUCIBLE
PER CODE SUCH AS SBC 1604.6.1
DESIGN CRITERIA
County
ST. LUCIE
Building Department
ST. LUCIE COUNTY
Wind Design Criteria
ASCE 2010
Wind Design Method
MWFRS(Directional)/C-C
hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
Floor
Top Chord Live
20
0
Top Chord Dead
7 4.2
0
Bottom Chord Live
*10-Non Conccurent
0
Bottom Chord Dead
10 3
0
Total Load
47 7.2
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
II: 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: 76098
SCALE: 114" = V-0"
105 total trusses, 35 unique designs SCANNED
Designer: RLC Reviewed by: RLC
Date: 06/25/19 BY
FOR St. Lucie County
MAURICE SHAZIER
DESCRIPTION: /9&
CLYDE MITCHELL
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
76098
i =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
Ai TO DETERMINE IF MULTIPLE PLY.
I
I
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
j CONSULT BCSI
r------—._ 30' to 60'-Span
30' Span or less I Spreader Bar '
60 degrees
or less
I
112 span APprox T3 to
Tag line ePPmx, Tag line 112 of Span.
REFER TO BCSI REFER TO BCSI
Truss must be set this way'If crane is used. Truss must be set this way if crane is used.
Truss is an example, your truss may not match. Truss is an example, your truss may not match.
Insist crane operator seta truss this way. Insist crane operator sets truss this way.
All load bearing walls, headers,
beams, & lintels must be in place
at indicated height before trusses
are installed.
Z:!
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
requirements. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
A WARNING Ats
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.
The builder 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
the job site when trusses are erected to provide supervision and advice.
SEAT PLATES BY CHAMBERS TRUSS
,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
'Please refer to Standard Engineering package for general instuction on installing hangers
10d=0.148" x 3" 16d=0.162" x 3 1/2"
(Hatch Legendl
CEILING
AT 14'-4 1
CEILING
AT 10'-0"
LOAD
BEARING
AT 9'-6"
LOAD
BEARING
AT 14'-4 1
Do not stand on
trusses
until they are braced per BCSI &
properly nailed to
straps
and
hangers !!
ARRANGE WITH
CRANE
OPERATOR
IN ADVANCE FOR A
SPREADER
BAR
OF
24'
- 29'
IN
LENGTH!!
39-09-00
26-02-00
13-07-00
2 05-08
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NOTES:
* BUILDER TO UNDER FRAME CEILNGS AS NEEDED.
* COFFER CEILINGS ADJUSTED FOR ENGINEERING PURPOSES.
* LEVEL RETURNS ARE BY BUILDER IF DESIRED,
HIP CARRIER LOCATED AS DIMENSIONED °"LAYOUT
FABRICATION AGREEMENT '
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
-_:
The undersigned acknowledges and agrees:
DORNDER JACK$ ��
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for'.
determining
SEE STAND D
successful fabrication of the trusses.
ENGINEERING' op>
2. All dimensions in this layout have been verified by the undersigned.
r80
-- -��
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
"
After 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA.
��
5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has
the
o determine the
ty
ability of
ite or a
site for
be reslponsiblerl ortdump delivery only.tThe buyer isloressponsible for portion
dditional delivery expenses if Chambers Truss a. Chambers Truss s
11
to redeliver because job site is not prepared for delivery or buyer is not prepared or delivery of trusses. Buyer is
coRrvea cKa
responsible to Chambers Truss for towing costs due to site conditions.
ONLY
2,.
''''"
6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour
CORNER DETAIL
fee for revisions may be charged by Chambers Truss.
T This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
OVERHANGS NOT SHOWN FOR DIPAITY
Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
- -
reasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be
added 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 guarantees
payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the
undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to
herein, 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 For
Construction Using Metal Plate Connected Wood Trusses ANSI/TPIMTCA 4 - 2002""
12. Warranty is per Chambers Truss Warranty attached.
PLUMB CUT END 12
2X4 TOP CHORD 5 r—
WALL HEIGHT 14'-4 1/2"
END DETAIL: ENTRY 2
4-01 r 3
1
1 04- 00
010
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 9'-6"
END DETAIL: COFFER
12
5r
4-01 1
1
2-08-00
1-04-0
PLUMB CUT END 12
2X4 TOP CHORD 5(—
WALL HEIGHT 9'-6"
END DETAIL: TYPICAL
4-01-
1
1-04-0
DATED '742 9 / /q
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 set plumb 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
00
& A�hh�
3105 Oleander Avenue
Fort Pierce, Florida 34982.6423
800-551-5932
Fort Pierce 772.465.2012 Fax 772.465.8711
Vero Beach 772.569.2012 Stuart 772-286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
MITEK VERSION ] 4.1 431 _
_-_-_. ---__- _.
I.LOADINGIDESIGN CRITERIA REDUCIBLE
PER CODE SUCH As SBC 1604.6.1
DESIGN CRITERIA
County
ST. LUCIE
Building Department
ST. LUCIE COUNTY
Wind Design Criteria
ASCE 2010
Wind Design Method
MWFRS(Directionap/C-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L. Floor
Top Chord Live
20 0
Top Chord Dead
7 4.2 0
Bottom Chord Live
`10-Non Conccurent 0
Bottom Chord Dead
10 3 0
Total Load
47 7.2 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
It Non Restrictive
Exposure Category
C>Open Terrain with scattered obstructions
Mlles 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: 76098
SCALE: 1 /4" = 1'-011
105 total trusses, 35 unique designs
Designer: RLC Reviewed by: RLC
Date: 06/25/19 SCANNED
FOR BY
MAURICE SHAZIER St. LucieCoun'N
DESCRIPTION:
CLYDE MITCHELL ! 7 (J J
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
76098