HomeMy WebLinkAboutREVISIONS 2-10-20OFFICE USE ONLY:
SGANN PERMT #- �'V)
DATE FILED: sy
REVISIONFEE: I trip RECEIPT III
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE R:EEC:EIVED
FORT PIERCE, FL 34982-5652
(772) 462-1553
E FEB 10 2020
APPLICATION FOR BUILDING PERMIT REVISION L: P rm
ST. Lucie coun:ty, Permitting
PROJECT INFORMATION
I
LOCATION/SITE
ADDRESS:
4422 HIGHWAY Al A. QUEENS ISLAND PRESERVE alka ACQUAVISTAT LOT 3
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
sheet S-4 - Updated Seclion Labels
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC047289
BUSINESSNAME: UBALDO BLANCO GC INC
QUALIFIERS NAME: U13ALDO BLANCO
ADDRESS: 437 GOLDEN ISLE drive APT-8F
CITY: HARMONY STATE: FLORIDA
PHONE (DAYTIME): (786) 512-5717
OWNER/BUILDER INFORMATION:
I
NAME: VENETIAN ADMINISTRATION LLC
ADDRESS: 7400 FLAGLER AVENUE
CITY- MIAMI
PHONE (DAYTIME:
ST. LUCIE CO CERT. #: 30970
FAX:
STATE: FLORIDA
FAX -
ARCHITECT/ENGINEER INFORMATION:
NAMR- KNIGHT MCGUIRE& ASSOCIATES
ADDRESS: 80 ROYAL PALM POINTE SUITE 401
CITY: VERO BEACH
PHONE (DAYTIME): (772) 569-5505
ZIP: 33009
ZIP: 33144
STATE: FLORIDA ZIP: 32960
FAX: (772) 569-1455
w %I,
SLCCC: 9123109 REV18101 1 14
R@vised 06130117
F1 I m -Ez 1111 P N
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5TRUCTURAL NOTf5
CONSTRUCTION SET
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GENERAL NOTES
CONCK-TE
REINffORIVICEMENT
THE DESIGN AND CONSTRUCTION OF THE STRUCTURE ANDIOR STRUCTURAL COMPONENTS DEPICTED
ON THIS PLAN APE IF ULLY UNDER THE JURISDICTION OF THE IF LOPIDA BUILDING CODE 2017.
1 . CONCRETE P
-INfORCING BARS SMALL BE DEFORMED NEW 13ILLET STEEL CONFORMING TO A5TM
A-G 15, GRA
E GO, WITH MINIMUM YIELD STRENGTH = GO,000 P51.
2.
CONTRACTOR SHALL VtRIffY ALL DIMEN510145 WITH THE APChITECTUPAL PLANS PRIOR TO
COMMENCEMENT Of CONSTRUCTION. ANY DISCREPANCIE5 SHALL BE BROUGHT TO THE IMMEDIATE
2. REINFORCEMENT
FOP CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 24
ATTENTION Of THE ARCHITECT FOR COORDINATION Of CHANGES WITH THE ENGINEERING PLANS AND
INCH LAP. PROVIDE
CORNER BARS
SPECIFICATIONS.
3. ALL CONCRff
-E MA50NARYCON5TPUCTION SHALL CONFORM WITH ACI 530-88/A5CE 5-88. ALL
3.
CONTRACTOR SHALL COOPDINATE SLAB EU!VATION, CHANGES, DEPRESSIONS, THRESHOLDS, PADS,
CONCRETE N/
ASONRY UNITS SMALL COMPLY WITH A5TM C-00 WITH TYPE M OR 5 MORTAR
ETC. AND ANY UNKOWN FIELD CONDITIONS.
COMPLYING TO
A5TM C-270. MA50NPY UNITS SHALL HAVE A MINIMUM COMPRE55IVE STRENGTH
OF 2000 P5
ON THE NET AREA.
4.
THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND
START Off CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS
4. ALL SPLICES
SHALL BE LAP SPLICES, SHALL BE A MINIMUM Of 48 EAR DIAMETERS, USING LARGER
CONTENTS.
BAR DIAMETI:P
WHEN SPLICING DIFFERENT 512E 15AP5.PEINfORCEMENT TEPMINATION5 INTO TIE
BEAMS AND
FOUNDATIONS OR A5 NOTED.
5.
REftRTO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMEN51ONAL
DISCREPANCY FOUND ON THE 5TPUCTURAL DRAWINGS SHALL BE FURTHER VERIFIED WITH
5. REINfORMCEMNT
MAY BE 13ENT IN SHOP OR FIELD, PROVIDED THAT THE DIAMTERE Of 13END SHALL
ARCHITECT * ENGINEER.
BE GREATER
THAN G 5AP DIAMETERS. REINFORCEMENT PARTIALLY EM13EDED IN CONCRETE SHALL
NOT BE BENI.
G.
FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S
IN5TPUCTION5 UNLE55 INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.
G. SECURE Plfl�
FORMCEMNT FROM D15PLACEMENT DURING FLACEMEMNT UTILIZING CHAIRS AND
BOLSTERS. WELDED
WIRE MESH 5HALL CONfOPM TO A5TM A- 1 (55. PROVIDE CHAIP5 AND
7.
THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE J105-51TE, A CURRENT APPROVED
E3OL5TIfP5 To
IN5UPE THAT THE MESH 15 EMBEDDED I It FPOM TOP Of SLAB.
SET Off SHOP DRAWINGS.
7. 5TANDAPD �O
DEGREE HOOK (5TANDAPD HOOK) SHALL TERMINATE WITH A 90 DEGREE BEND AND
8.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTPICAL AND FLUME31NG DRAWINGS POP OPENINGS,
AN EX-FEN51CN
FROM 13END AT LEAST 12 BAR DIAMETERS. THIS SHALL BE USED AT ALL VERTICAL
SLEEVES, ETC. NOT SHOWN ON THE 5TPUCTUPAL DRAWINGS.
PEINffOKCIffN/ENT
TEPMINATION5 INTO TIE BEAMS AND FOUNDATIONS OF, AS NOTED.
9.
ALL CON5TPUCTION PERFORMED IN ACCORDANCE WITH THESE PLANS MUST AL50 MEET OR EXCEED
8, MINIMUM CGNCRETE
COVER SHALL BE:
ALL APPLICABLE AND CUKKENT 15UILDING COPE REQUIPEMNT5 AND MUST BE `EPfORMED IN
ACCORDANCE WITH FLORIDA DEPARTMENT Of ENVIRONMENTAL PROTECTION CCCL PERMIT.
foorING5
t- FILES 311
10.
AT ALL PHASES Of CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL
BEAM5,
SLABS, WALL 2"
CONTRACTOR TO CONFIRM THAT ALL PPOP05ED CONSTRUCTION 15 IN ACCORDANCE WITH THE
GROUTED
MA50NRY 211
MOST UP-TO-DATE CONSTRUCTION DPAWINC75 AS APPROVED 5YTME ARCHITECT AND ENGINEER Of
9. ALL PILE VERrICAL
PEINfOPCEMENT SHALL BE SHOP FABRICATED WITH CLEAN 900 BENDS INTO
RECORD.
TPAN51TION
CAPS. HOOK5 SHALL HAVE A MINIMUM LEG DIMENSION Off 15" AND SHALL BE TURNED
I I.
THE WALL5 AND FAPTITION5 BELOWTHE DE51GN FLOOD ELEVATION HAVE BEEN DESIGNED TO
ACP005 PILE
INTO CAP CENTER (MAINTAIN A MINIMUM 3" CONCRETE COVER).
COLLAPSE FROM A WATER LOAD LE55 THAN THAT WHICH WOULD OCCUR DUPING THE BASE FLOOD.
12.
THE ELEVATED PORTION Of THE BUILDING AND SUPPORTING FOUNDATION 5Y5TEM HAVE BEEN
10. ALL BEAM 51
EEL SPLICES SHALL OCCUR AT MID5PAN POP TOFSTEEL AND OVER COLUMNS FOR
DE51GNED TO WITHSTAND THE EFFECTS Of WIND AND FLOOD LOADS ACTING SIMULTANEOUSLY ON
50TTOM 5TTEL.
STRUCTURAL AND NON5TRUCTUPAL BUILDING COMPONENTS.
FOUNDATION NOTES
CONCRETE
NOTES
FOUNDATIONS SHALL BE PREPARED IN FULL CONfOPMANCE WITH THE GEOTECHNICAL ENGINEEPING
REPORT,
I ALL CONCRETE
DE51GN AND PLACEMENT SHALL BE IN STPICT ACCORDANCE WITH THE ACI "BUILDING
2.
ALL RECE55E5 IN CONCRETE SLAB TO BE COORDINATED WITH ARCHITECT FOP DETAILS INCLUDING
CODE REQUIREMENTS
FOP 5TPUCTUPAL CONCRETE," ACI 3 18-35.
BUT NOT LIMITED TO: THRESHOLDS, 5TEP5� RECE55ED SHOWER LOCATIONS, FLOORING fIN15M
2. CONTACT ENGINEER
48 HOURS PRIORTO POURING CONCRETE 50 APPANGEMENT5 CAN BE MADE
MATERIALS, AND DRAIN LOCATIONS, ETC.
TO HAVE AN
ENGINEER OR INSPECTOR PRESENT DURING THE FOUR.
3.
A VAPOR BARRIER 15 TO TO BE PLACED UNDER ALL 13UILDING FOUNDATION SEAMS AND FLOOR
3. PROVIDE (4)
TEST CYUNDEP5 FOR EACH 50 C,Y. OF CONCRETE PLACED OR FRACTION THEPEOf.
5LAE35 IN ACCORDANCE WITH A5TM If 1533-08. TO BE INSTALLED PRIOR TO POURING CONCRETE
POP FOUNDATION.
4. 5TRUCTURA1.
CONCRETE SHALL CONFORM TO ACI 30 1 SPECIFICATIONS AND SHALL DEVELOP THE
4.
ALL ELECTRICAL CONDUIT, PLUMBING, A/C DUCTS, AND OTHER MECHANICALLY REQUIRED INTEPIOUR
FOLLOWING
OINIMUM COMPRff55IVE STRENGTH AT 28 DAYS:
COMPONENT LOCATIONS AND INSTALLATION MUST BE COORDINATED WITH THE ARGHTECT PROP. TO
SPREAD
ND WALL FOOTINGS 3000 P51
CON5TPUCT(ON Of THE FOUNDATION.
COLUMN3
AND WALL5 3000 P51
5.
CONTRACTOR SHALL COORDINATE SLAB ELEVATIONS CHANGES AND ANY UNKNOWN FIELD
BEAMS AND
SLABS 3000 P51
CONDITIONS.
USE REGULA;,'
WEIGHT CONCRETE.
G.
THE FOLLOWING FREQUENCY Of TESTING SHALL BE REQUIRED BEFORE PLACING CONCRETE `OR
FOOTINGS AND SLABS:
#
5HAUL BE TESTED EVERY 40 LINEAR FEET AT BEAPING
5. 5TPUCTUPA1.
CONCRETE SHALL CONIFOPM TO ACI 301 AND HAVE THE FOLLOWING 5LUMF'5
GO NTINUOUS fOOTING/GRADAEAM
AGGREGATE
REQUIPEMENT5:
ELEVATION AND ONE FOOT BELOW BEAPING. COLUMN FOOTINGS - 250/c Of FOOTINGS SHALL
BE TESTED AT BEARING AND ONE FOOT BELOW BEAPING. BUILDING FAD SHALL BE TESTED
LOCATION
SLUMP MAX. AGGREGATE
EVERY ) 000 SQUARE f EET Off FLOOR AT GRADE AND ONE FOOT 15ELOW GRADE.
fOOTINE5
"± I , A5TM #57
COLUMNS
5"± 1 A5TM #57
IN APEA5 Off THE BUILDING FAD WHERE 501L 15 BEING CUT IT IS THE RESPONSIBILITY Of THE
SEAMS
FILLED C11-5
IND 5LA135 5`� 1 A5TM #57
811± 1 It A5TM #6 PEAROCK
51TE CONTRACTOR TO DENSIfY THE TOP 12 INCHES OF EXISTING 501L TO 95% OR MODIFIED
TIE BM5
4 TIE COIL'S 5`± 1 It A5TM #8 PEAROCK
PROCTOR AS RECOMMENDED IN THE 5011-5 REPORT POP TH15 PROJECT PREPARED BY K5M
FILES
811± III A5TM #8 PEAROCK
ENGINEERING, INC. DATED NOVEMBER 2009.
THE USE Of
JITTEPBUG5 TO CON50LIDATE CONCRETE WILL NOT BE PERMITTED.
THESE 501L TESTS SHALL MEET OR EXCEED 95% MODIFIED PROCTOR (A5TM D 1557 METHOD A)
G. ALL PUMPED
CONCRETE WITH #57 AGGREGATE 15 TO CONTAIN A HIGH RANGE WATER REDUCING
AGENT. MINIMUM
51ZE Of D15CHAPGE TO 13E 4" I.D.
7.
TH15 STRUCTUPE 15 DESIGNED IN ACCORDANCE WITH A5CE 24. THE FILE 4 COLUMN FOUNDATION
AND THE 5TPUCTURE TO BE ATTACHED THERETO HAVE 13EEN DE51GNED TO 13E ANCHORED TO RE515T
7. A 2" I.D. DIECHARGE
MAY 13E USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE If
FLOTATION, COLLAPSE AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND FLOOD LOAD5
NECESSARY
TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE.
ACTING SIMULTANEOUSLY ON ALL BUILDING COMPONENTS, IN ADDITION TO OTHER LOAD
REQUIREMENTS AS DEFINED IN CHAPTER I G Of THE F5C.
8. ChAMFEP AI.L
EDGES Of EXP05ED CONCRETE 314" UNLESS NOTED OTHERWISE.
5. ALL 5LA55 ON
GRADE SHALL 13E FIBER REINffORCED CONCRETE, UNLE55 NOTED OTHERWISE.
DEEP FOUNDATION
WELDED WIRE
FABRIC SHALL CONFORM TO ASTM-A 185.
10. SLEEVE ALL
�ENETPATIONS THROUGH BEAMS AND 5LAE35 INDIVIDUALLY. CORE DPILLING WILL NOT BE
FILES SHALL BE CAST IN PLACE (AUGER) 161' DIA with 5,000 P51 CONCRETE (SEE TYPICAL DETAIL).
PERMITTED,
SUBMIT LOCATION AND 51ZE OF SLEEVES THROUGH BEAMS TO ENGINEER [=OR REVIEW
PRIOR TO CA5TI
ING CONCRETE,
2.
ALL PILES SHALL BE CON5TPUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS Of THE SOILS
ENGINEER AND PROVIDE THE FOLLOWING CAPACITIES:
1 1. NO REINFORCING
BAR5 SHALL 13E CUT TO ACCOMMODATE THE INSTALLATION Of ANCHORS, EMBEDS
OR OTHER 1-'EM5.
all pliI05 @ 20'± below 5cour - 40 TONS COMPRESSION; 12 TONS TEN51ON
12. AT CHANGE5
IN DIRECTION OF CONCRETE WALL5, BEAMS * STRIP FOOTINGS, PROVIDE CORNER
Rff ER TO PILE SCHEDULE (5heet 5-2) FOP MORE DETAILS.
BAP5 Of SAME
51ZE AND QUANTITY UNLE55 NOTED OTHEPW15E AS HORIZONTAL5TEEL. PEfERTO
TYPI CAL DE1
AL.
3�
UNLE55 OTHERWISE NOTED ON PLANS, CENTER ALL PILE5/PILE CAPS UNDER RESPECTIVE COLUMNS.
13. ALL EMBEDDED
ITEMS SHALL BE SECURE LY TIED IN PLACE FPIOP TO CONCRETE PLACEMENT.
4.
CAST IN PLACE (AUGER� TYPE PILES SHALL CON515T Of CONCRETE PLACED AFTER BEING DPIULED 13Y
14. WEDGEE30
55HALLBE [TWRAM5ET/REDHEAD BOLTS ORAPPROVED EQUIVALENT INSTALLED IN
A CONTINUOUS FLIGHT AUGER,
ACCOPDAN(,ff
WITH MANUFACTURERS PECOMMENDATION5. DO NOT CUT EX15TING REINFORCING TO
TOLERANCE FOP PILES IS 2" IN ANY DIRECTION UNLE55 NOTED OTHERWISE. ALL FILES TO PENETRATE
INSTALL.
20.00 NAVID OR AS NOTED. REFER TO PILE SCHEDULE (5heet 5-2) FOR MOPE DETAILS.
15. HEADED STUD
ANCHOP5 SHALL BE A5TM A 108, GRADE S, 10 10 THROUGH 1020 AS
MANUFACTURED
BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO
SHALLOW FOUNDATIONS
AW5 D 1. 1
5TRUCTUPAL WELDING CODE."
501L TO BE STRIPPED, COMPACTED AND TE6TED IN ACCORDANCE WITH THE RECOMMENDATIONS
I G. FOOTING 51
E5 SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH 51DE FORMS. If 501L MATERIAL
OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS.
CAN HOLD
VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM. ALL SLOUGHED MATERIAL
SHALL BE
MOVED FROM EXCAVATION BEFORE AND DUPING PLACEMENT Of CONCRETE.
2.
CENTER ALL FOOTINGS UNDER THEIR U5FECTIVE COLUMNS OR WALL5 UNLE55 OTHERWISE SHOWN
ON PLANS. MAXIMUM M15PLACEMENT OR ECCENTRICITY SHALL BE 2". TOLERANCE FOP
17. PLACEMENT
OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 3 18, SECTION G,3,
MISLOCATION OF COLUMN DOWELS OR ANCHOR 13OLTS TO BE PEP ACI OR A15C -9TANDAPID5.
3.
WhEPE VERTICAL CON15TPUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A KEYWAY
PEP, THE TYPICAL DETAIL. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED.
THESE PLANE
ARE NOT FOR CONSTRUCTION UNLESS STAMPED
4.
CONTRACTOR TO NOTIFY APCHITECT/ENGINEEP If 501L CONDITIONS ARE UNCOVERED THAT PREVENT
"Constructicim
Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
THE UQUIPED SOIL 13EAPING PRE55LJPE f ROM BE ING OBTAINED.
I
ALL CONSTRUCTION
SHALL BE IN COMPLIANCE WITH ALL
5.
COORDINATE PLUMBING LINE5 WITH FOOTING LOCATIONS FOP, INTERFERENCE. INDIVIDUAL
FOOTING5 SHOULD BE LOWERED WITH THE PRIOR APPROVAL Of THE STRUCTURAL ENGINEER.
JURISDICTIONAL
PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS.
G.
EXCAVATING UNDER OR NEAR IN -PLACE FO0TING5/ffOLjNDATION5 WHICH DISTURBS THE COMPACTED
CONTRACTOR
SHALL COORDINATE ALL DETAILS AND
501L BENEATH THE FOOT(NG5/fOUNDATIOW5 WILL NOT BE PERMITTED.
7.
REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS. DOWELS FOR COLUMNS AND
ELEVATION'S
WITH ARCHITECT PRIOR TO CONSTRUCTION
FILLED CELLS 5HALLBE5ECURED IN PLACE FRIORTO POURING CONCRETE. _15ETEMPLATE51FOR
5ETTINGLOLUMN DOWELS AND ANCHOR-W)OLT3,
a
F32
P7
P13
P22
P27
P2
NJ
m
20
v
F23
m,
ON
a
P 12
_p
15
F24
Z&
P38
FILING OVERVIEW
5CALE: 3/1 G" = 1 1-011
A_
F25
CODE * DE51GN CRITERIA
I ALL 5TIRL)CTURAL PLANS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND
FLORIDA BUILDING CODE RESIDENTIAL 2017.
2. BUILDING CLASSIFICATION ENCLOSED
3, DE51GN WIND SPEED I 70mph Vult
4, IMPORTANCE fACTOP 1.0
5. EXPOSURE CLA551FICATION 1)
G. INTERNAL PPE55URE COEF. 0. 18
7, 51E5MIC ZONE 0
8. MEAN 13UILDING HEIGHT 28.42'
9. ALLOWABLE 501L DEAPING PRESSURE 2,500PSF. VER FY WITH GEOTECH N ICAL ENGI N EEP
REPORT PRIOR TO CON5TPUCTION.
ASSUMPTIONS:
A. THE BUILDING 15 "ENCI-05ED" AS DEFINED IN TLORDA BUILDING CODE 2017.
15. WIND VELOCITY FRE55URE5 AND COEFFICIENTS USED ARE FOR MAIN WIND FORCE RESISTING
SYSTEM; ALLOWABLE STRESS DESIGN, Kd = 0.85.
C. ALL PRE-MANUFACTUPED COMPONENTS, I.E. WINDOWS, DOORS, JAMES, TFU55ES ETC. SHALL
BE VERIFIED BY MANUFACTURER TO BE CAPABLE Of SUSTAINING DE51GN WIND FORCES,
IN5TALLATION SHALL 13E IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
D, ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS: I.E. ROOF TILES, SOFFITS, ETC.
SHALL BE INSTALLED IN ACCORDANCE WITH MANUffACTUPER5 SPECIFICATIONS FOR
ADEQUATELY RE515TING ORTPAN5fERPING WIND LOADS TO THE MAIN WIND FORCE FE51STING
SYSTEM.
E. OWN Ep OR CONTRACTOR SH ALL OBTAI N N ECE55ARY I N5TALLATI ON 5PECIfICATIONSAND
(1\15PECTION5 REQUIRED TO COMPLY WITH MANUFACTURERS PECCOMMENDATION5 FOR
INSTALLATION Of COMFONENT5 AND CLADDING fOR HIGH WIND VELOCITY AREAS.
p3G
F3 I
P29
F'2
P20
P28,
F35
MEN
P50
rlj�,
m
............ ........... . . ... ... ....
P3 9 F4
11
REff-K TO 5HEET 5-2 I`OR PILING 5CHEDULE
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
MA50NRY NOTES BOCC
I . MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE EQUIPffMENT5 POP MA15ONPY
5TPUCTURES" (ACl/A5CE 530-88) AND SPECIFICATIONS POP MASONRY 5TPUCTUPE5t'(ACl/A5CE
530. 1 -86) EXCEPT AS AMENDED BELOW.
2. 5TPUCTUPE HA5 BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MA50NPY UNITS SHALL BE
LAID PRIOR TO CONCRETE PLACEMENT Off COLUMNS, BEAMS AND 5LAI55 FOR THE SAME 5TOPY.
3. USE TYPE I'M" MORTAR WITH MINIMUM COMPRES51VE STRENGTH Of 2500 P51 POP A50VE GRADE
APPLICATIONS AND TYPE 'S" MORTAR WITH A MINIMUM COMPRE551VE STRENGTH Of 2000 PSI fOp,
BELOW GRADE APPLICATIONS,
4. MA50NPY UNITS SHALL CONFORM TO A5TM C3O WITH A MINIMUM COMPKE551VE STRENGTH Of
2800 P51 ON NET SECTION, TO PROVIDE NET AREA COMPRESSIVE STRENGTH Of MASONRY (Fm') Of
2000 P51.
5. PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS:
A. AT ANCHORAGE Of CONNECTIONS OR BEARING OF BEAMS AND GIRDER TRUSSES.
13. AT ALL CORNERS AND INTERSECTIONS
C, (1) CELL ADJACENT TO OPENINGS POP WALL SPANS LE55THAN 10', (2) CELLS ADJACENT
TO OPENINGS FOP, WALL SPANS GREATER THAN 10'
D. A5 SHOWN ON ARCHITECTURAL PLANS
E. MAXIMUM 48" O.C. (UNLESS NOTED OTHERWISE)
G. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING.
7. REINFORCING POP FILLED CELLS SHALL CONFORM TO A5TM AG 15, GRADE GO, LAPPED 48 13AR
DIAMETERS,
8. ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING
BEAMS AND LINTEL5.
5. REINFORCE WALL WITH LADDERTYFE REINFORCEMENT ("DUP-0-WALL" OR EQUAL) IN 13ED JOINTS AT I G"
O.C. MEASURED VERTICALLY. LAF5PLICE ALL HORIZONTAL WALL RENfORCING G". PROVIDE
PREP ADKI GATED 'TEE" OR CORNER SECTIONS AT ALL INTERSECTING WALLS.
10. PIffER To TYPICAL WALL SECTIONS FOP MAXIMUM CON15TPUCTION HEIGHT Of MA50NPY WALLS.
PROVIDE CLEAN -OUT HOLES AT BASE OF FILLED CELL WHEN THE CONCPfTE FOUR EXCEEDS 5 FEET IN
HEIGHT,
1 1. ALL FRANGIBLE (BREAKAWAY) WALL5 HAVE 15EEN DE51GNED IN ACC(?i4�6NCE WITH ASCE 24,
IEB 10 2020
�cfe County, pern%
P32
10
F22
I F2 P3
rICAL FILING @ GARAGE -
on 5HEARWALL `OOTING
35 kip5 TYPICAL LOADING
TYPICAL FILING
TPAN51TION CAP
-1 21-011
CPITICAL BEARING PILING
52 kip5 COMPPE55ION LOAD
171, W
-TYPICAL PILING @
5HEARWALL FOOTING
F 14
TYPICAL FILING
TPAN51TION CAP
P27
F37
P33
T�TfCAL FI�ING TPAN51TION
CAP @ GARAGE
7- 1011
P15
CPITCAL 13EAKING PILING
5G kip5 OMPPE55ION LOAD
TYPICAL FILING @
ELEVATOR FIT - PlfEK
-5
TO DETAIL 5HEET T)
P30 P21
7 N
TYPICAL FILING @
7 5HEARWALL I`OCTING (5
43 kip5 MAX. LOADING
F5
CONSTRUCTION SET
P34
14'- 10"
TYPICAL FILING @ GARAGE
CRITICAL 13EAPING FILING
55 kiF5 COMFRE55ION LOAD
F3G P35
P31
TYPICAL PILING TRANSITION
CAP @ GARAGE
DOU5Lff FILE @
'WALL fOOTING
BEARING POINT
ELEVATION CHANGE TYPICAL PILING @ ELEVATION CIHANGE -
AT StIff%KWALL FILING
AT 5HEARWALL FILING 5HEAPWALL fOOTING
43 kip5 M CADING
F2 3
P24
AUGER-CA5T FILE LAYOUT
SCALE: 1/4" 1'-011
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set",
DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN
COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCH.ITECT PRIOR TO CONSTRUCTION.
F25
P20
TYPICAL FILING @ PATIO
CONFER WITH POOL DE51CNER
TO AVOID CONFLICT5
DOU15LE FILE @ I
5HEAPWALL f(DOTING
CPATICAL 5EAKING POINT
TYPICAL PILING
TRAN151TION CAP
P43
P4 1
F2(S P39
F51
TYPICAL FILING @ PATIO
wl TRAN51TION CAP
F50
<
F47
FOOL FILING
by othei5
(TYPICAL)
F4G
CONCRETE COLUMN on V LL
PILE" - COOPDIANTE LOCATIO Of
PILE * COLUMN WITH FINAL POOL
DE51GN PRIOR TO CON5TRUCTION
TYPICAL FOP, ALL PILING ADJACENT
TO FOOL 5HELL
P42
TYPICAL PILING @
PATIO
wl TRANSITION CAP
FOUPED-IN-PLACE or
PLATER 5LOCr\ CONCRETE
COLUMN - REFER TO PLANS
FOR LOCATIONS - REFER TO
COLUMN SCHEDULE FOR
5PECIfICATION5 *
REINFORCEMENT - TYPE
"C- I" COLUMN ILLUSTRATED
TRANSITION CAPor GRADE BEAN/
REP EK TO TRANSITION CAP
DETAIL (5heet 5-3) FOP, RE INf
REFER TO GRADE BEAM DETAILS
5heet 5-9
CLEAN OUT G` BELOW TOP
OF PILE PRIOR TO CAP
CONSTRUCTION
#3 STIRRUPS SPACED 3" O.0
@ TOP Of PILE THEN 10" O.0
fOK REMAINDER AS SHOWN
I G" dia. AUGER CAST
PILE w/ Q #G BAR��
only (3) bar5 5howr
PILE SHALL 13E DRILLED wl A
CONTINUOUS FLIGHT AUGER.
AND CAST w/ 5,000 P51 GROUT
WRE TIES
(G) #3 BARS
TAPERED TO POI N-1 * TIED
TO PILE CAGE AS SHOWN
PILE CAPACITY 15 RELATIVE TO PILE DEPTH
�_�E,ELOWTHE SCOUR LINE. REfERTODEEP
FOUNDATION NOTES FOR DETAILS.
LILA
DOTTOM Off PILE CAGE
EL.=5EE 5CHEDULE
PILE/CAP/COLUMN DETAIL
5CALE: NOT TO 5CALE REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
FILING 5CHEDULE BOCC zlti/I
DESIGNATION
TYPE
TOP Of PILE
FILE DEPTH
PILE encjth
CAP eleation
P I _PG
'_CA5T
7.25 navd
19.00
navd I
2G.25
9.00 navoi
P7-P 12
1 G"
AUGER-CA5T
8.75 navcl
19.00
navd
27.751
10.50
navd
F 13-1`20
1 G`
AUGER-CA5T
1 1.25 navd
19.00
navd
30.25
13.00
navid
P2 I
I G"
AUGER-CA5T
1 1.25 navci
-24.00
nava
35.25'
13.00
navd
P22-P23
I GII
AUGER-CA5T
8.25 navd
I �).00
navd
27.25'
10.00
navcl
P24-P25
. . .... ... ..
I G'
AUGER-CA5T
9.75 navcI
19.00
navci
28.75
1 1.50
nava
P2G
I G
AUGER-CA5T
1 1.25 navcl
19.00
nav6
30.25
13.00
nava
P27
I G11
AUGER-CA5T
9.75 naVd
19.00
nava
28.75'
1 1.50
na VC1
F28-P29
I G"
AUGER -CAST
1 1.25 navcJI
15.00
navd
30.25'
13.00
navid
P30
I G"
AUGER-CA5T
1 1.25 riavoi
-24.00
nav
35.25
13.00
navd
P3 I -P3G
I G`
AUGER-CA5T
7.25 navd
19.00
nava 1
2G.25'
0.00 navd
P37-P38
I G"
AUGER-CA5T
7.25 navd
-24.00
navd
31.25
9.00 navd
P35-P44
I G"
AUGER-CA5T
10.75 navol
19.00
navcl
25.751
12.50
navd
P45
OMITTED
P4G-P5 I
I G"
1
AUGER-CA5T
10.75 navd
19.00
navd 1
29.75
12.50
nav
0
U
18-022
INSTALLATION NOTE: TOP Of PILE STEEL SHALL NOT EXCEED 31' (0.25 feet) 5ELOW THE CAP ELEVATION s-2
E
IN
IN
I
R
.6
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
refer
TOP OF BEAM
0 9.0 NAVD
MONOLITHIC fOOTEP
RECE55 POP GARAGE DO(
(tyr.) - refer to det�
MONCLIThIC `0OTffP (tyip.)
refer to detaii5 - ALL STEEL
DISCONTINUOUS AT
TRANSITION CARS
TOP OF BEAM
0 10.5 NAVD
TOP OF BEAM
0 10.5 NAVD
TOP OF BEAM
0 13.0 NAVD
MONOLITHIC fOOTEP (tyr,)
refer to detaiI5 515 9
ALL STEEL 1)[5CONTINUOU5 KF
TRAN5fTION CAP5
TOP OF BEAM
0 13.0 NAVID
TOP OF BEAM
@ 9.0 NAVID
SHEARWALL FOOTER SHEARWAU- FOOTER
(typ.) refer to details (typ.) refer to details
TIL
+I SLOPE 2" fla
to�17 �1�471
TOP OF CAP
..0 NAVD
(typical)
41
4" THICK "FRANGIBLE" CONCRETE SLAB
(MINIMUM 3000 PSI @ 28 DAYS)
FIBERMESH REINFORCED — SAW CUT AS SHOW
OVER 6 MIL. VISQUEEN VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED
FILL (COMPACTED TO 95% DENSITY)
typical for all GROUND FLOOR slabs
ELEVATION
Fel �r -14-l7b.f.F.
(��2 NAV.D.)
4-- 1 1 2--C" GF
L ROOTEP
to cetaI15
TOP OF BEW
@ 10.5 IFI
X,
GARAGE 5LAI5 TRANS
0
refer to cletail 5heet 5-0
A
ITION
(D 2
4" THICK "FRANGIBLE"
4" THICK CONCRETE SLAB
gk ELEVATION
"FRANGIBLE"
CONCRETE SLAB
+I
ELEVATION
I
(13.0 N.A.VL.)
wilar ........ �w cut
typ
23'-2" TOP OF BEAM
0 13.0 NAVID
IF
1 (3) 51dC5
`4
L G
46" 6
ELEVATION
I I I-GII 13�ff.f
TOP OF CAP
6 2.5 NAVD.)
0 9.0 NAVD
4" THICK CONCRETE SLAB
(FRANGIBLE)
TOP OF CAP
@ 13.0 NAVD ... ... ...... - - - -----
tyr Gui
1 51milar
/\O >/11
.. .. .. ....
-j
L
77 7.
0-
. . ... ... .. .. ..
F
SHEARWALL FOOTER (typ.)-7/ TOP OF BEAM
refer 'y
to deidpiis 0 3.0 NAVD
S
44 THICK "FRANGIBLE" CONCRETE SLAB
(MINIMUM 3000 PSI @ 28 DAYS)
FIBERMESH REINFORCED - SAW CUT AS SHOWN tp 5aw cut
OVER 6 MIL. VISQUEEN VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED
FILL (COMPACTED TO 95% DENSITY)
typical for all GROUND FLOOR slabs
1
421-Opl—
ELEVATION
TOP OF CAP 4
0 11
5 NAVID Lcplb�ff�ff. I.— -� -�- ---
F AP
V
T00711
05 NCAD
X,
. .. ... .. ..
1>
TOP OF BEAM
0 13.0 NAVID
6
.
.,
SHEARWALL FOOTER (typ.)
F-7 refer to details
P OF BEAM
Zrll 10.0 NAVID 79
-g 4,
TOP OF BEAM 22'-G"
GRADE 13EAM TPAN51TION @ 11.5 NAVID TOP OF BEAMIL/
refer to C[etaA 5heet 5-1 1 @ 13.0 NAVID
ALL CONCRETE SLABS BELOW THE TYPICAL (2) LOCATIONS
LOWEST HORIZONTAL SUPPORTING
MEMBER ELEVATION (16.41 N.A.V.D.)
SHALL BE FRANGILBE DESIGN.
4" THICK CONCRETE SLAB 1
�0
(MINIMUM 3000 PSI @ 28 DAYS)----,
FIBERMESH REINFORCED - SAW CUT AS SHOWN 01
OVER 6 MIL. VISQUEEN VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED
FILL (COMPACTED TO 95% DENSITY)
typical for all GROUND FLOOR slabs
- - - - - - - - - - -
1
I<
(1)
I— — — — — — — - 41— — —
E
SAW -CUT,
.!wu
IF n S comc. SLAB
incluced,lo.rock
- `F
9 MOA 1
X X7
C Is /r/ 16,
/4�
fKANGIBLE HAD DETAIL
SC/11f: not to 5C31e
2
�
4" THI K CONCRETE SLAB
(FRANGIBIL
E)
ELEVATION
ALL ENCL05ED 5PACE5 EIfLOW THE 5A51f f LOOD
ELEVATION 5HALL 13E PROPERLY VENTED IN
ACCORDANCE WITH 1`13C REGULATION5 - U5E
CA5T-Cl 8U8 PRECA5T CONCRETE LINTEL5 (or
equivalent) AE30VE ALL REQUI RED ff LOOD VENT5 IN
MASONRY WALL APPLICATION5 - REff ER TO
ARCHITECTURAL DRAWING5 fOR VENT LOCATION5
ALL CONCRETE SLABS BELOW THE
LOWEST HORIZONTAL SUPPORTING
MEMBER ELEVATION (16.41 N.A.V.D.)
SHALL BE FRANGILBE DESIGN.
refer to EXTERIOR
STEPS FOUNDATION
PLAN sheet S-11
12" THICKENED EDGE wl
(2) #55 rort (typ. at
under -patio �Ialb perimeter)
— — — — — — — — -- — —
_CIF V 7�- 1 OF -?K-21C -4
FA
TOP OF CAP
0 12.5 NAVD
(typical)
(2) #5'5 Gent. (typ. at
12" THICKENED EDGE wl
uncler-patio 51ab perimeter)
TOP OF CAP
@ 12.5 NAVD
4- (typical)
-1
12.5 NAN.D.) 0
A
10 1
—91 OF 4-
-2j
- - - - - - -
F -
- - - - -- - - - - - - - - - - - -
X
N
.. ... ... .. .... ... ... ... ..
21
CONTPACTOR 5HALL COORDI NATE wl
ARCHITECT * A)C SUE -CONTRACTOR
TO EN5URf ADEQUATE CLEAPANCE5
POP AC EQUIPMENT INSTALLATION *
MAINTENANCE
C�l A
TNfAN51TION CAP LAYOUT
fKANG15LE fOOTING5 5LA55
-Oil
SCALE: 1/41' P
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
4" thick FRANGIBLE SLAB
(A/C equipment ad - refer to
architecturals For locations)
ELEVATION
OIL
�r -01 5.f.F.
(12.5 N.A.M.D.)
CONSTRUCTION SET
D5CONTINUE 5TEEL for
FRANGIBLE FOOTINGS
refer to plan5for location5
CONTINUOUS FOOTEP @
EXTERIOR PERIMETER
wl (2) #5'5 cont. (TYP.)
#3 STIRRUPS MIFR!&
w/ IN51DE DIA.
(G) #GO IN AUGER
CAST PILE
cxt�erior ed,�e
of capficoter
interior ed�e
OF AUGER CAST FILE
PILE CAP
see, dctall
TYPICAL PILE @ TRAN51TION CAP
(wl adjacent continuol,5 footincj)
#3 STIRRUPS MFKcI
wl 9Y4" INSIDE DIA.
exterior ed�e of cjrade beam
(G) #GO IN AUGER
CAST PILE
interior edcje of erade. beam
1 OF AUGER CAST FILr---,///
TYPICAL PILE @ GRADE BEAM
#3 STIPPUFS MFRd
9Y4' INSIDE DIA.
W/
exterior ed,51e of ciracle bearn
dTe G�fTradTbeann
I Jrior j
l OF AUGER CAST PILE--/ t
\-Ir(G)#GOINAUGEP
CAST PILE
I r
TYPICAL PILE GRADE 15EAM
(CORNER)
TYPICAL #G IN AUGER,
CAST LE
top of pile
bottom of tran5ition cap
4
4
4.
I OF AUGER
CAST FILE
TYPICAL PILE PROff ILE
FILE REIWORCEMENT DETAI L5
SCALE: NOT TO SCALE
#Gx 18" @ 9"
C. AS SHOWN
#3 STIPRUF5
511 O.C.
4 E
0
ao h
C�, =
cn 9 P,
L-0 iIn
W4 4
z
-11� e g
�) @)
04 M! =
PLO W It
z
Z Z
z
0
-St M
z �5 Cw
W z
z un
�o 'on Z)
040. "? 2
in 04
z
C)
1�
1:4
C=)
C-j
P.
cn
4
C13
ct
l
��CJC10
.X
U
r,
0
0
ezt
F; rI
Cn
REVIEWED FOR
CO
CODE MPLIANCE
ST. LUCIE COUNTY
BOCC
5" EACH
\5 SHOWN
PROVIDE A MINIMUM 3" CONCRETE
COVER f OR ALL PEINFORCNG STEEL.
ALL TRANSITION CAP5 ARE CENTERED
OVER CORRESPONDING AUGER PILE.
0 A
TF-IMN51TION CAP DETAIL5
SCALE: NOT TO SCALE
C)
:I
z
IF r-IIii
0
z
U
C,11111")
4�
Cn
1
181-022,
S-3
CONSTRUCTION SET
FOUKED-(N-PLACE
G" THICK (nominal)
3001 CONCKETE
5TPUCTUP,AL 5LAD wl
#4'5 12" O.C. EW
ELEVATION
C-7
MA50NPY ShEAKWALL
L
. ... ... ... ..
.... ..
(2)
J 0 P.J.11-FE)GEK
7
2x4 Fr-J_
l_INJ_1IxJL.L_l-,ED WOOD
LOOK TRU55ff5 @ 24" o.c.
1
-1 0_61
refer to 5hop drawin,35
tLEVATIV
refer to 5ection
FLU,
F.f
for bcam detail5
0
C\1
3"T.5. COLUMN
2
(T5C-2; albovc)�
40 kil25 max. LOAD
DEAKING ON 15EAM
iy
MA50NRY --------
3�` T.5. COLUMN
C\j
NON -BEARING WAL
10 F.T.
1;DGffP
40 kiF5 max. LOAE
CZ @)
(2)
BEARING ON BEAM
LU (n
LU
2,
_LU
z7
CA
(j)
0
f3
b
C-7
CTB—
3
EDGER.
72)
LU
4�
0
0
C13
X _j
ILIVATI
e-)
24
I rCTB-jr
(2) 10 F.Tj
EDGER
loss,
IS
M
Mi M;
W
W
K
]SRI
LEVER
11 +6NRY E�E 4ALL
FOUPfD-IN-PLACff
G" TI-IICK (nominal)
I,
3000p5i CONCRETE
]n
-- ------
5TPUCTUPAL 5LAD
5'-G11
M.
MA5 =NKY��ilfkKWALL
(balcony)
CANTILEVER
---
----
refe detailb for
r to ----------
- I
5TA06FILL- opcntobelc�v- rci-rtothact
reinforcement
5 12 forfRAMINGIDETAIL5 -
rcfcr_t9,__----
A Tb PAL FLAK5 f or 5TAI z5
DETAL5
IfLEVATION
-0-5` 5 P
Fool
cn
-------- -----
---
7
L)
�DTRUCTJC�,L 5L A5 ref c r
cletail t,)r
refdr-0 5c0t1,Q,n__.1
for,lbearn,detM15
R.T
LEDGER,
;A�
CANTILEVER.
C9
0
__ 4-01,-6
C TI
AN LEVEK
CT6—lEl
I
0
C-3
ALL ENCL05ED 5FACE5 13ELOW THE BA5E ` LOOD
ELEVATION 511ALL 5E PROPERLY VENTED IN
ACCORDANCE WITH FDC REGULATION5 - U51f
8" C.M.U. MA5ONRY5HORE-NORMAL CA5T-CRffTE 8U8 PRECA5T CONCRETE LINTEL5 (or
5HEARWALLw FILLED CELL COLUMN5 @
48" o.c. MAX. * I Gcja, LADDER. TYPE RE INF. equivalent) A13OVE ALL REQUIRED fLOOD VENT5 IN
refer to TYPICAL WALL 5ECTION for CI&XI5 MA50NP\Y WALL APPLICATION5 - RE17 ER TO
MA50NPY 5HEARWALL ARCHITECTURAL DRAWING5 l`OR VENT LOCATION5
ALL GROUND FLOOR WALLS
PARTITIONS BELOW THE LOWEST
HORIZONTAL SUPPORTING MEMBER
%
G"-THJCK (nammal) .11 ELEVATION (16.41 N.A.V.D.) SHALL
3000pti CONC07E,
STRUCTURAL 5LA5. BE FRANGILBE DESIGN, ULNESS
uVATiON
NOTED OTHERWISE (SHEARWALLS).
[CT13-4
refer to EXTEIRJOIR 5TEP5
C-4
plan and Cletilil 5hCet 5-1 1
C-2
-101-10
I
'Fc T �B— 6
#4' @ e
d
SlIPPIE 2"'
5LcfE I.
n4
C-3
4's @ 12" o
10"
4"x?'T.5. COLUMN
(TSC-2; above)
51-1EARWALL
2xIO
F T. LEEX
Eli, I
I L I
I
gb—fl
ELEVATOR 5HAI`T WALL5 5HALL BE CON51DEPED
FYPICAI-
@
A COMPONENT Of THE ADJACENT MA5ONKY
E LEVA WR
5HEARWALL AND 5HALL BE CONSTRUCTED IN A
9,
CON515TENT MANNEK, AS DENNED BELOW.
refer to 5cotion
0
for beam dctaiI5
4
FILU
-'7-
SH
77
C)
2x4 rKr- ENGINEERED
FLOOR TRU55E5
WOOD
@ 2411 O.C.
C-7
refer to 5hop
clrawint5j5
[L.iIATION
PCUR,ffD-IN-FI_ACE
�,�t2) 2x I
G" THICK (nominal)
300OP51 CONCRETE
S
5TF,UCTUP,AL 5LAB wl
#.4'5 12" C.C. EW
9L ...... ......
MA50NPY 5HEAFWALL
ff LEVATION
A N T I LE�v E �PR
OL
�r +01-01, f.f.
ALL MA5ONRY COIN15TRUCTION ORIGINATING
DELOW THE LOVVf5T ALLOWED HORIZONTAL
5UPPORTINGMfM[3ER@ I G.50'N.A.V.D.
ff I R5T ` LOOK) 5 H ALL 13E ` PAN G I BLE
CON5TRUCTION, UNLE55 NOTED OTHERWI51f.
REffERTO 5HffffT 5-9 FOR I`RANGI13LE WALL
COIN15TRUCTION DffTAIL5.
ALL WALL5 DENOTED 'MA5ON 5HEARWALL"
(ILLU5TRATED A5
ARE NOT f RANG15LE AND 5HALL 5E
CON5TRUCTED IN ACCORDANCE WITH THE
METHOD5 PRE5CRIE3ED IN THE `TYPICAL WALL
5ECTION" ON THE DETAIL5,511EET 5-9.
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
G` THICK (nominal)
3OOOp5i CONCRETE
5TR.UCTUPAL 5LA15
ELEVATION CONCRETE COLUMN orl "VARIADLE PILE"
COORDIANTE LOCATION OF PILE
COLUMN WITH fINAL POOL DE51GN
PRIOR TO CON5TRUCTION - typical for
all piles/colurl a61jacent to pool 5hell
C-4
C-4
2x I C
1'.T. LEX
:G—rHICK
(nominal).
3000p�5i CONCRETIff
5TRUCTURAL-91-All
�X'
S-4
C-4
SLOPE 3"
:5
L
I
;L
C-4
MA50NPY SHEAKWALL _-4 [CTB-61
5" C.M.U. MA50NPY 5HOPE-NOPMAL G' 6"
5HEARWALL w FILLED CELL COLUMN5 @
48" o.c. MAX. * I G�a, LADDER TYPE KEINIF.
refer to TYPICAL WALL 5ECToN for Cetallb
(2) 2x 10 P.T. LEDGER wl
1�11
5 x7" WEDGE ANCHOR G"
I`R'OM END5 * @ 2411 O.C.
typical for all wood floor
tru55 bearin� lecl�el5
Isit ff LOOK f RAM ING PLAN
CONCRETE COLUMN LAYOUT
5CALE: 114" = 1'-0'
FIR5T FLOOR CONCRETE TIE BEAM 501EDULE
MARK
PLAN 51ZE
PEINrOPCEMENT
TOP of
BEAM
PEMAPK5
D
w
TOP
K
BOT.
5TIRPUP5
CTE-I
24''
51,
(7) #5
rva
1(2) #5
#3 @ 1211 O.C.
+0'-0"
TYPICAL 15t f LOOK 13EAM exterior
CT15-2
23"
12"
(3) #5
n1a
1(3) #5
#3 @ 121' O.C.
-01-111
12" 13EAM - FLOOR 5UPFORTING
CTB-3
24"
1 G"
(3) #5
(3) #5
(3) #5
#3 @ 12"
ERIOR. I G" BEAM @ GARAGE
CT13-4
varie5
12"
(3) #5
n/a
(3) #5
#3 @ 12" O.C.
51opeci
BOTTOM @ -2-0" D.F.F.
CT13-5
24"
12"
(3)#5
Cla
(3) #5,
#3 @ 12" O.C.
+0'-0"
12" BEAM - EXTERIOR WALL 13EAKING
CT5-5a
varic5
12"
(3) #5
r/a
(3) #5
#3 @ 12" O.C.
510FIeCi
BOTTOM @ -2'-0" B.F.f.
CTB-G
vare5
8"
(2) #
r/a
(2) #5
#3 @ 121' O.C.
51cipecl
50TTOM @ -2'-0" 5.f.F.
CT5-7
20"
r/a
(2)#5
#3 @ 12" O.C.
varie5
TYPICAL PATIO 5LA13 BEAM
CT13-7a
15"
ri/a
(2)#5
#3 @ 12" O.C.
varie5
I 50TTOM @ -2-0" 13. F. f.
CT13-8
23"
n1a
1(2) #5
#3 @ 12" C.C.
1 -0'- 1 "
17YPICAL let `LCOK BEAM interior
C)
CTE3-1 CT[3-2
CT13-5 CT[3-G
G" PATIO 5LA5
REINfOIRCEMENT
* DIMEN51ON5
APE IDENTICAL it
TO CT5-1 t
CTB- I CTE3-7a
CONCRETE COLUMN 5CfIEDULE
B
H
VERTICAL
TIE5
C 1
81,
1 G11
(4) #5
#3 @ 12" O.C.
TYPICAL fOPM-POURED COLUMN
C2
81,
1 G11
(G) #5
#3 @ 12" O.C.
TYPICAL COPNEP FOPM-FOUPED COLUMN
C3
121'
1 G11
(G) #5
#3 @ 12" C.C.
TYPICAL fORM-POURED COLUMN - ELONGATED
C4
12"
12"
(4) #5
N/A
12" scl, PILA-9TER BLOCK COLUMN - 5ce note below
C5_
18"
24"
(8) #5
1 #3 @ 12" O.C.
GAPAGE DOOR COLUMN
rcG
1 12"
1 12"
1 Q #5
#3 @ 12" O.C.
OPTIONAL I 2N 12" COLUMN
I C7
I I G"
I I G"
I (G) #5
N/A
I G" 5o. PILA5TER BLOCK, COLUMN - 5ee note 1i
H
H------
C_ I C-2 C-3 C-4
SEE PLAN FOR OPIENTATION
C-5
ti_f
C_G
C-G MAY BE U5ED IN PLACE Of C-4
T
4�
Z
0 1
0
TI
r7) < <
<
CTE3-3 CT13-4
NW4
PX_*V - ��n
1
@)
9z 0
CTD-7
CTE3-8
C'n
z
r
5FECIALLY LOADED BEAM
g,
'0
(3) #55 cont. TOP 5TEEL
(3) #5x72" left 5icle TOP 5TEEL
(4) #3 5TIKPUP5 @ G" O.C.
0
C)
(typical at bearn P-ncl5)
0*
#3'5 @ 12" O.C. el5ewhere
0 0 0
(3) #5'5 cont. BOTTOM 5TEEL
kin
CTD-2a
cog
I.)
0-4
00
z
Z
0
�41
A4
REVIEWED FOR w. , , !
21ca_
E
CODE COMPLIANC
ST. LUCIE COUNTY
BOCC,/ZI
<
C-7
C-G MAY BE U5ED IN PLACE Of C-!
m
0
�4
Z
C
U
1,-4
4�
4!�
V)
PROJECT NO.
1
18-022
CONTFACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
It
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
5-fo
CONSTRUCTION SET
E
Z
n-
top
lap
51MP50N HETA20 AT
EACH TPU55 (typical)
2
TOP of BEAM 0
+11'-4" A.F.F.
CANTILEVER SUPPORT BEAM
- 8%22" w/ (2) #5's TOP
& BOTTOM and #3 STIRRUP
@ 12"o.c. + (2) #5x36" ver
0 16" o.c. TIE INTO CTB-9
CTB-15a
REFER TO BEAM
TRANSLAT10N
DETAIL BELOW
�2411�
- -----
----top st"
481, lap
I.. .... ..... . . ... ...
ap
48" 1
- inkidle st"--
bottom steol, .......... .. .. ... ... .
TRANSLAnON
4'-
TYF. fOIR ALL TRUSSES
;112
DUCKETED INTO LEDGER
UNLE55 NOTED OTHERWISE
4G5#
(2) 2x5 E.T. LEDGER wl
J`x7' WEDGE ANCHOK5 4"
from encI5 * 48" o.c. MAX.
coordwate anchor location5
to avoid trU55 hanjer5
PRE ENGINEERED WOOD
11 O.C.
TPU55E5 @ 24
refer to 5hop dI
ALL KOOf TKU55ES 5HALL
BE ANCHORED with
5IMF50N HETA20
UNLE55 NOTED OTHERW15E
EM13EDDED TRU55 5TRAP5,
\—T)
TOP of BEAM
+13'-0" A.F.F
6l,
. M.—Mm
&NAVAM�
TRANSLATION
TOPjjqf BEAM 0
L17 #1 + -4" A.F.F.
0 0
A BL. K
M
VERT I I
F
v
75
LU
TYT'.
FOR ALI
TRU 5E
5
I.
BEA
ING ON
EDi IR
G30# UNLI
55 NOT
D OtHEI
W15E
L
-offer
INCREASE DEPTH Of CTE- 13
TO ALLOW fOP TPU55 BEARING
r�U�DnCn (a,) ez+' O.C.
to 5110p draWln,�5
STAIRWELL open to below
Li
refer to 51heet 5-12 for
-
:
_
....... ........ .....
FRAMING DETAILS - REfER
TO ARCHITECTURAL5 fOIR
5TAIP5 DETAILS
A
... ... ... ... ... ... .... ... .. ... ..
Z
IS
5
18"x14"
CONCRE TCB�EAM
. . . .. . .. ... ...
.. ... ... ... ... .. ... .................. .. ... ... ... ... ... ... ... ... ... .. ... ... ... .. ... ... .. ... ... ... .. ............. . ................................... . .... . ............. . ..
ol
LO
CTB 15
"11
LIZ
7'111
M
�16
.. ... ... .... ... ... .. ... ... ... ... ... .. ... ... ... ... ... ... ... ... .. .... ... ... ..
1111� IF
—13'-0'
. .. ... ... ... .... ... .. .... . ... .... .. ... ... ... ....... .. ..... . .. — ------------- --- ----
L W L coffer
'0
411 "r T.5. COUUMKi
75C-3; below)
52 kip5 MAX. LOAD
.... . ......... . .. .... .. .... .
F — — — — — — — — — — -
coff
---------
. . . ....... .
................................. .. ... .. ... ... .... .. ... ... .......................... . ...... . . . . . . . .... . . .......
(2)
6 P.T.—LEGLK
.. . ............ . ................
................................................ . . . .. ........ . ....... . . . . . . . . . . ...
T�ff. IFOR)
I
Jj
o . ... .
B EAPJNG ON LEDGER
.. .. .. ... .. U N I -Ed v
5 NOTED OTHEPWI15EE
. .. . ........ .. ... ....
.. ........................... .. .. . ............. . . .. ... ... ... ... .... .......................... . .. ..... .. ... ... ... _-N ax,
T)
L LO
0
.......................
. ........................ ................... . . ............ ... ... ... ... ... ... ... .. . ..... . .................... ....... . .......... . ..
Ve�,� I
... .. ... ... .. ... ...
... .. ... ... ... . ... .. ... .. ... ... .. - .............. ........... ...... ... .... . ......................................... .. ... ... ... .... .. .... . .... ... ... ... ... ..
......
I. .. .. .
2nd f LOOK f RAM ING FLAN
0 A
LOWER ROOf fl�%^MING PLAN
5CALE; 1/4" = I'-011
INTERMEDIATE BEAM 5HALL
11
13E 3-COUR51E (8 x24") E30ND
13EAM w/ (1) #5 cont. U.N.C.
5HALL 15ff 1 P-4" A.F.F.
TOP Off INTERMEDIATE 5EAN
ALL INTERNAL MA50NKY
NON -LOAD BEARING
LINTEL5 5HALL BE
(or e6tuivalent)
CA5T-CRETE (5U8
(5`x28` CONCRETE 13EAM
(TOF @ + 1 11-4" A. f.F.)
REPLACES LINTEL 10
THREE-COUR.5E (24") MA50NPY TIE BEAM wl (1) #5
EACH COUREE THIS SECTION - TOP @ + 13'-0" A.F.F.
(2) 2x 10 P T. LEDGER wl
51
6 x7` WEDGE ANCHOR G"
`ROM ENDS � @ 24" O.C.
trus5 bea-in,� ecicjem
typical for all wood floor
HETA20 AT
CA
�P2) 2,
O�j L ER
T.- L
T
EA
A H 4"
A H
5, 45 C.
... .. . ...... . .... . .... ..... . .......
odd 5pace
IF
5' -0
_j
7
0
IN
24"-�
C-4
SIMP50N HETA20 AT
EACH TPUS5 (tylgical)
CA
F'OURfD-IN-PLACE
G" THICK (nommal)
3000psi CONCRETE
5TRUCTUFAL SLAB
ELEVATION
+13--0'0�f
FCUPED-IN-PLACE
G11 THICK (nominal)
3COOp5i CONCRETE
57PUCTUPAL SLAB
T
REDUCE 13EAM DEFTH TO
20" TO AVOID CONfLICT
wl CEILING CORRER -
REf EK TO 5CHD (CTB- 14)
X USE 5IMP50N LGT2
FAD -OUT TRU55 BOTTOM
CHORD AS NECESSARY
51MP50N HETA20 AT
EACH 7PU55 (typical)
(3).51x7l,
BEARING) wl
WEDGE ANCHOP5 411 fROM
(2) 2x5 P,T. LEDGER (ROOF
ENDS 61�NTEP
MA50NPY BEAM
Wra= Z I TOF @ + 1 11-4" A. P.F.
CONCRETE BEAM
TOP @ + I I -4'A.f.f
CONCRETE BEAM
TOF'@ + 13'-0" A.fir-
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
"Construction Set" DATED, SIGNED AND SEALED BY THE ENGINEER.
I
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
5ECOND FLOOR CONCRETE TIE BEAM 5CI-IEDULE
MARK
PLAN 51ZE
KfINfOIRCEMENT
TO P of
BEAM
FEMAPK5
D
W
TOP
M.
BOT.
5TIRRUP5
CTD-3
24"
5"
(2)#5
n/a
(2) #5
#3 @ 12" O.C.
+ 13'-0"
5" BEAM - 2nd FLOOR WALL
CT15- 10
24"
12"
(3)#5
n/a
(3) #5
#3 @ 12" O.C.
+ 1 1'-4"
12" PATIO ROOF BEARING
CTB- I I a
20"
12"
(3) #5
n/a
(3) #5
#3 @ 1211 O,C.
+131-01,
5ee note5 on cletall below
CTE-1 I d
20"
12"
(3) #5
n1a
(3) #5,
#3 @ 12" O.C.
+ 13'-0"
12" BEAM - EXTERIOR WALL EEAPING
CT5_ 1 2
CT5-I 2
24"
1211
(3) #5
n/a
(3) #5
#3 @ 121, O.C,
+ 121-01
BALCONY 5LAB 5UPPORTING
CTB_ 1 3
CT5-1 3
18"
1 G''
(3) #G
n/a
(3) #G
#3 @ 10" O.C.
+ 1 '-4"
5ee nOte5 on detail below
CTD-14
CTE5- 1 4
20"
12"
(3) #5
n/a
(3) #5
#3 @ 12" O.C.
+ 1 3�-O`
12" BEAM - CANTILEVEPED BALCONY
CTB-15
CT13- 1 5
2411
8"
(2) #5
n1a
(2) #5
#3 @ 12" O.C.
+ 13'-0"
2nd FLOOP WALL 5UPPORT
5 1
CT5_ I ,
CT5-1 5a
28"
8"
(2) #5
(2) #5
(2) #5
#3 @ 1211 O,C,
+ 1 '-4"
LOWER POOP BEARING - CANTILEVEPED
CTB_ I G
CT5-1 G
(2) #5,
r/a
2)#5,#3
@ 12" O.C.
1+ 12'- 1 1
TYPICAL INTERIOR BEAM
W
W
.... .. iil�
(3) #5'5 cort. TOP
(2) #5x3G" TOP at end5
—
C)
(3) #5'5 cont, BOTTOM
CTE3-9
CTE3-1 0 CT[3-1 I
CTt5- I I b
W7�
14 4 6'
(3) #05 cont. TOP
(2) #5X30 TOP at end5
Q
(2) #5x72" 130TTOM
(center)
0 je
(3) #G'5 cont. 50TTOM
CTf3- 13
CTE3-1 4
CTE3-1 5
CTE3-1 G 51M I LAK
LOWER BEAM CONCRETE
LINTEL SCHEDULE
APPLIED LOADS ON ALL PRECAST
INSURE THEY ARE
LINTELS HAVE BEEN REVIEWED TO
WITHIN ALLOWABLE LIMITS.
LINTEL
NO.
LENGTH
SAFE GRAVITY
LOAD
APPLIED GRAVITY
LOAD
SAFE UPLIFT
LOAD
APPLIED UPLIFT
LOAD
COMPOSITE BEAM
REMARKS
3
4
10394
200
6613
300
8F28 —113/1T
�9
10)-6
3643
no load
1732
no load
81`28 —113/1T
5
4"
8733
500
4265
350
8F28 —113/1T
13
4
2316
300
1141
400
8F28 —1B/1T
4 _0
10394
1,p 0
5740
250
8F28 —1B/1T
13
OMITTED
SCHEDULE TO BE
LINTEL DEPTHS MAY BE
FILLED IN BY ENGINEER
INCREASED, BUT NOT REDUCED
NOTE: R=RECESS
NOTE: ALL GABLES &
JACKS = <250PLF
NOTE: USE CASTCRETE
F=FILLED w/ GROUT QUANITY OF #5
U=UNFILLED REBAR AT TOP
NOMINAL WIDTIH-W164BAT
QUANITY OF #5 REBAR AT
NOMINAL HEIGHT---/ BOTTOM OF LINTEL CAVITY
C
0
0
E
L I
1
U5
J, IS
VI
;:L4
W
W
>
.0�r in k
in
W
F"
;;4z
1_0 'Con
E
t�,
040. 1�1 I:
;D
In
bo
C=)
C�j
-'a
REVIEWED FOR
CODE COMPLIANC 4_�
ST_ I_tjC1
LOWER ROOF/FLOOR CONNECTOR SPECIFICATION B
CHART OCC -z(z
CONNECTOR MARK
TRUSS
REACTIONS
CONNECTOR
ALLOWABLE
FASTENERS REQUIRED per
& DESCRIPTION
LABEL(S)
UPLIFT t
NUMBER
MANUFACTU RER
LOAD
MFR's SPECIFICATIONS
G RAVITY I
GRAVITY UPLIFT f
TYPE
QUANTITY
ALL WOOD TO WOOD
A
CONNECTIONS, UNLESS
t 950
MTS12
SIMPSON
t 1000
10d x Q2" NAILS
14
<XXXX NOTED BELOW.
max.
ALL WOOD TO CONC.
CONNECTIONS, UNLESS
t1800
HETA20
SIMPSON
t1810
10d x IY2" NAILS
9
NOTED BELOW.
Max.
TWO-PL Y GIRDER
C
GRP
t 2904
VGT
SIMPSON
t4940
1/4" SCREWS
16 (truss)
TRUSS TO CONCRETE
ATIR in EPDXY
1 (beam)
<XXXX LINTEL/BOND BEAM
Max.
SINGLE PLY GIRDER
D
GRN
TRUSS TO CONCRETE
t 2190
DETAL20
SIMPSON
t2480
10d x 1J/2" NAILS
18 (truss)
N�_ LINTEL/BOND BEAM
Max.
Iff WOOD TRUSS TO (2)
2x8 LEDGER (bucket)
H
H1
t606
912
LUS26
SIMPSON
t1165
10d NAILS
4 �truss)
<XXXX
11070
4 ledger)
WOOD TRUSS TO (2)
N
2x8 LEDGER (bearing)
N1
t1040 max.
H10A
SIMPSON
t1140
10d x 1Y2" NAILS
9 �truss)
\L-X-/
N2
9 ledger)
G GIRDER TRUSS TO (2)
GRH
f 1465 max.
HUS28
SIMPSON
t2000
8 (truss)
2x8 LEDGER (bucket)
Ic �x
� 1030 max.
SIMPSON
14220
�8250 —1
16d NAILS
J"x2j" SIDS SCREW
22 (ledger)
6 �truss)
i
FLOOR GIRDER TRUSS
I-i TO CONCRETE TIE -BEAM
GFZ
17655 max.
LGUM28-2T
<XXXX
J"x4" TITEN HD
6 beam)
TN
C)
C)
M cz
"C
4-j
C) C
..4 :z
cit
+_� 4-
CA r.
C
V.
I CT �]U
18-022
S-5
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
2
5_8
51MF'50N META20 AT
EACH TRU55 (typical)
E
0
0
�2
OWN
11
(Y)
KEff EK TO LOVVE� F,
FRAMING PLAN 51hee
0
5Kmi50� T",
1 1 A7
i TPU5t (typfcal)—,
PRE ENGINEERED WOOD
TRU55E5 @ 2411 O.G.
ALL TRU55E5 5HALL 5E ANCHORED wit
5IMF50N HETA20 FM5EDDED TKU55
5TKAPS, UNLE55 NOTED OTHERW15E
UPPEK ROOF FRAMING FLAN
5CALE: 114" = I'-01'
ALL MA50NRY WALL TOP Of 13EAM
(upper roof bearincj) @ +231-011
A.f.ff unI055 noted otherw]50
f
TPLJ55
ff
11FA
'92
E
5pac&
511 HETA20 AT
EACH TRU55 (typical)
ATTACH VALLEY 5ET TRU55E5
TO COMMON5 w/ 5IMI`5ON
VTRC (min. (2) per trU55)
REfER TO LOWER ROOf
,AMING PLAN 5heet 5-5
L8 2GG4# ffP
7NH
V
A
A
511 HETA20 AT
EACH TPU55 (typical)
5ECURE VALLEY 5ET TRU55EP TO
COMMON5 wl 51MP50N VTi @
48" O.C. (min. 2 per trU51)
ALL UPPER KOOff BEARING 5HALL
13E ON 8''x24" (3-COUR,51f) 13OND
BEAM, UNLE55 NOTED OTMEKW15E
refer to 5ectiorI5 and di5taII5
CONSTRUCTION SET
MAIN ROOF CONNECTOR SPECIFICATION CHART
CONNECTOR MARK REACTIONS CONNECTOR ALLOWABLE FASTENERS REQUIRED per
TRUSS MANUFACTURER LOAD MFR's SPECIFICATIONS
& DESCRIPTION UPLIFT f NUMBER
LABEL(s)
GRAVITY � GRAVITY UPLIFT t TYPE QUANTITY
WOOD TO WOOD
4E�ALL
CONNECTIONS, UNLESS
t 950
MTS12
SIMPSON
t1000
10d x 1Y2" NAILS
14
NOTED BELOW.
Max.
ALL WOOD TO CONC.
CONNECTIONS, UNLESS
t 1562
HETA20
SIMPSON
tialo
10d x 1)/2" NAILS
9
NOTED BELOW.
max.
SINGLE PLY GIRDER
TRUSS TO CONCRETE
t 2432
DETAL20
SIMPSON
t2480
10d x 1Y2" NAILS
18 (truss)
LINTEL/BOND BEAM
max.
2+ PLY GIRDER TRUSS
To CONCRETE
GRC
t 2354
(2) HETA20
SIMPSON
t 2700
16d NAILS
12 (truss)
LINTEL/BOND BEAM
max.
2—PLY GIRDER TRUSS
GRA
t 3579
1/4" SCREWS
16 (truss)
TO CONCRETE BEAM
G)
max.
VGT
SIMPSON
t 4940
5/8" ATR in EPDXY
1 (beam)
<XXYX
GIRDER TRUSS TO
GRB
t
1/4" SCREWS
32 (truss)
CONCRETE BEAM
GRID
6038
(2) VGT
SIMPSON
f 7185
ATR in EPDXY
2 (beam)
\�Lv�
Max.
GIRDER TRUSS TO
G CONCRETE BEAM
GRA
t 7278
HGT-2
T
SIMPSON
f10980
16d NAILS
16 (truss)
%" ATR in EPDXY
2 (beam)
.,�L�xx
max.
UPPER BEAM CONCRETE
LINTEL SCHEDULE
APPLIED
LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED
INSURE THEY ARE WITHIN ALLOWABLE LIMITS.
TO
LINTEL
NO.
LENGTH
SAFE GRAVITY
LOAD
APPLIED GRAVITY
LOAD
SAFE UPLIFT
LOAD
APPLIED UPLIFT
LOAD
COMPOSITE BEAM
REMARKS
10
— 4
2781
250
1458
350
81`24-1
B/1 T
�9
6'-8
5681
250
2571
350
81`24-1
B/1 T
4
— 4
8672
900
4292
750
81`24-13/1
T
4
— 4
8672
200
4292
300
81`24-13/1
T
92-4)$
3486
no load
1811
no load
8F24-1
B/1 T
314)
8974
no load
5591
no loco
8F24-1
3/1 T
9;-4
1$
3486
600
1811
750
81`24-13/1
T
6
— 4')
8360
700
2959
950
81`24-13/1
T
LINTEL
SCHEDULE TO BE FILLED IN BY ENGINEER
DEPTHS MAY BE INCREASED, BUT NOT REDUCED
NOTE: R=RECESS
NOTE: ALL GABLES &
JACKS = <250PLF
N= USE CASTCRETE
F=FILLED w/ GROi QUANITY OF #5
U=UNFILLED REBAR AT TOP
NOMINAL WIDTH-8F16-1BAT
\�_ QUANITY OF #5 REBAR AT
NOMINAL HEIGHT ---- / BOTTOM OF LINTEL CAVITY
8F1 6 8F12 8F8 81.18
MIN.,�) 0 REBAR
REQ
T TOP W/
0 0 Mo 1 —1 /2' CLEAR
Cr _j
<
C. M. U.
<
<
__ V-1
GROUT
z C) 00
Z
BOTTOM REINFORCING Z
0 C un
PROVIDED IN LINTEL 0 0
Z
#5 REBAR AT BOTTOM
7-5/8"
(TYP. VARIES)
0 0 4
LO 0 41 -0 0- 8" NOMINAL WIDTH
BF20 5F24 BF28 BF32 OF LINTEL CAVITY
FRECA5T LINTEL NOTE5
1. PROVIDE FULL MORTOR BED AND HEAD JOINTS.
2. SHORE FILLED LINTELS AS REQUIRED.
3. INSTALLATION OF ALL LINTELS MUST COMPLY WITH THE
ARCHITECTURAL and/or STRUCTURAL DOCUMENTS.
4. U-LINTELS ARE MANUFACTURED WITH 5 1�2" LONG NOTCHES AT
THE ENDS TO ACCOMODATE VERTICAL CEL REINFORCING AND
GROUTING.
5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH ROCHURE
FOR LINTEL DEFLECTION INFORMATION.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF
THE LINTEL CAVITY.
7. 7�132" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM
S EEL FOR MECHANICAL ANCHORAGE
8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE
LINTEL IN LIEU OF CONCRETE MASONRY UNITS.
7�_`V__�
7
C) Le 0 __*j1
CTt5- 17
REVIEWED FOR
CODE COMPLIAN(
ST. LUCIE COUNT
BOCC
9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ANALYSIS PER ACI
318 AND ACI 530.
1O.PRODUCT APPROVALS: MIAMI-DADE COUNTY FLORIDA NOS
03-0601 & 03-0605.04. FLORIDA CERTIhCATE OF PR61DUCT
APPROVAL NUMBER FL158.
11. THE EXTERIOR SURFACE OF UNTELS INSTALLED IN EXTERIOR
CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO
- -APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED
COATING-
12.ALL RACJWAYS AND PIPES PLACED IN OR THROUGH ANY
C SLAB- SHALL BE SPACED A kAlklIkAHkA r)P TWIPPIP
z
0
>
E
�n
<
<
guz
gg
Z
=
CC,
.i�
PIP
Z�
PX4
W
;�
4
Z
C4
14
Z E_
W Z
5
Z!V
0-4
tn
ion
P
e�
U
Z
tt--
C—)
1111
00
z
C=3
C�j
C=
Cn
>
1:�
C)
5
ct
D S OF THE LARGEST CONDUIT OR PIPE FROM ANY OTHER
C1
SERVICE.
7�
-Le'
AFIjigedv vr load + A lorizonlal load �1.0
�Pak
8
of eT
I�gpl load In 1 0 tal load
6F,-F
13.ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE
DESIGNER BY PROVIDING ADDITIONAL
REINFORCED CONCRETE
MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT.
q
r )
THIRD FLOOR CONCRETE TIE 13EAM 5CHEDULE
MARK
PLAN 51ZE
RE INfOPCEMENT
TOP of
13EAM
PEMARK5
D
W
TOP
M.
DOT.
.
5TIPRUP5
CTB- 17
24"
12"
(3) #5
N/A
(3) #5
#3 @ I G" O_.C.
+231-011
1211 PATIO ROOF BEARING
18
�,
rCT13
I
0
5
Fw
PROJECT N��.
18-022
S-6
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
REFER TO ARCHITECTURAL DRAWINGS FOR
ROOfNG, UNDfRiAYMENT * PLYWOOD
SPECIFICATIONS SMEATH[NG5HALL15E
W/,5d P
ATTACHED TO POOP TRUSSES 'ING
SHANK NAILS @ G` o.c. EDGE * FIELD,
5IMP50N HETA 20
typical at all tru55e5—\
UnIC55 noted otherwl5e
WOOD ROOff TKU55E5 DE51GNED DY OTI-iER5.
10
\-DRYWALL CEILING
to Ig
5`x24" (3-COUR51f) BOND to 5"x24" (3-COUR51f) BOND
.......... . ........ per contractor
PEFER TO ARCHITECTURAL DFAM wl (1) #5 cont. TOP
BEAM wl (1) #5 cont. TCF—
PLANS FOR FASCIA, SOFFIT t BOTTOM - PRECAST BOTTOM - PRECAST
0 DRIF EDGE DETAILS LINTEL AT OPENINGS
LINTEL AT OFENING5
refer to 5chedule cictaiI5
refer to 5chedule detaiI5
to
#5 REBAR in FILLED CELL #5 REBAR in f I LUED CELL
�,—COLUMN COLUMN
refer to plan5 for location5
refer to vlan5 for location5
ff LEVATO
R SHAFT (before)
TYPICAL (5" CMU MASONRY
0
CONSTRUCTION
d
(D
TYPICAL 5" CMU MA5CNKY_
CON5TPUCTION - refer to
TYPICAL 5" CMU MASONRY tyrical wall 5ection 5heet 5-8
CONSTRUCTION - refer to (SLIDING GLA55 DOOR beyond)
typical wall 56Gt10n 5hect 5-6 INTERIOR FARTF10N
by contra c
j!
E
5� 5TRUCTU PAL CONCRETE CONCRETE TIE 13EAM (2) 2x IQ F.T. LFDG1 Y,
8"x24" CONCRETE TIE BEAM SLAB (5tair5 arcline3) r r to plaI15 5ChCJUtC- V51"x71 WEDGE @
-0 w/ #4'5 12" O.C. E.W. TDP @
STIRRUPS @ 12 C
TOP @ + 13--0" A. F.f.
J GYF-CRETE OVER PLYWOOD 5UbFLOOK
110. , -3 4" O.C. STAGGERED
wl (2) #5'5 TOP, BOTTOM #3 + 12'- 1 1 A.F,f.
T F, .. .. ... .. .. .. ..
F
#5x5' KEBAP wl 30" LAP at FILLED CONCRETE LANDING
CELL COLUMN STEEL IN - refer to cletailb
WOOD f LOOP, TPU55E5
L___4 - - - - - - - - I -
___—MA5ONKY A13OVE $ BELOW (BEYOND) 7
tyrcal where filled ce[15 coincide, DE51GNED 15Y OTHFR5
c pth to
\�yz le be cletermine6 z z
5FNR� BY OTHERS
refer to
N%N11_COfPEP CEILING (2) 2x 10 P.T. LEDGER
CONCRETE TIE BEAM %N7' WEDGE ANCHORS @
architecturaI5
24" O.C. STAGGERED
canblevere6 from elevator
TOP @ + 1 2�- 1 1 ` A.F.F.
0
I
E
CONSTRUCTION SET
REFER TO AKCIIITECTURAL DRAWINGS
FOP ROOFING, UNDff RLAYMENT 4
P 0 SPECIFICATIONS.
SLITAOTHIEN)G SHAUL BE ATTACHED TO
POOF TRUSSES wl 8d KING SHANK
NAILS @ G" o.c. EDGE * FIELD.
5IMP50N HffTA 20 51MP50N HETA 20
typical at all tru55e5 11—typical at all tru55c5
unIC55 noted otherW15e unIC55 10ted otherw156
�L_DPYWALL CEILING
per contractor
12"x24" CONCRffTE TIE BE -AM
wl (3) #5'5 TOP * 5OTTOM_/
and #3 STIRRUPS @ 12" O.C.
POPM-FOURED
CONCRETE COLUMN
(beyond)
refer to plaI15 *
501hecluiC5
STRUCTURAL
refer to plan5 for
reinforcement
7777
/ / / frame Ceilircj by 77
_Z CONTRACTOR
4 1 z
COFFER CEILING-//
refer to architecturalb
CONCRETE TIE BEAM
refer to plan5 4 5checlule
TOP @ + 13'-0" A.f.f.
0
SLIDING
1 #5 PEEAR in f ULED CELL
A-114"s ELEVATOR SHAFT (before)
�0 COLUMN--N,,,,,j�
TYPICAL 8" CMU MA50NKY refer to
CONSTRUCTION TY'F. 12" CK/
refer to plan5 for location5
CONSTRUCT
TYPICAL 5" CMU MA50NKY
CONS TRUCTION - refer to
typical Wall 5CCtion 5heot 5-5
AFCM T ECI
G" lornina[ CONCRETE
51 AD �DALCONY) 4 0
12" O.C. E.W.
5" 5tC
L
#5 UBAR LAP 30" w/
FILLED CELL COLUMN STEEL
G" STRUCTURAL
CONCRETE SLAB wl
#4'5 12" O.C. �.W.
;YP-,.C.RE..T,E CY-E-RIC C.N. CIRET.E. . .. .. .. .. ...
7//
frame Ceilincj by
I V-12" 0
CON . TRACTOR,
60x24" CONCRETE TIE BEAQN_8`x 19" CONCRETE TIE SEAM
5`x20" CONCRETE TIE BEAM
&1 (2) #55 TOP * BOTTOM
and #3 5TIRRUF5 @ I G" O.C.
(beyond)
G" STRUCTURAL CONCFETE
5 L A 5 wl # 4 5 1 2" O.C. �.W.
frame Ceilm,� by
CONTRACTOR
5"x 101 (iominal) CONCRETE-J/ '\-wl (2) #55 TOP * BOTTOM wl (2) A 5'5 TOP 4� 13OT-FOM C, DNCPETE TIE 13EAM
I ffAM (cantievered) jr1cl #3 STIRRUPS @ 12" 0 C a nci #3 5TI RRU P5 @ 2" 0. C. refer to plam5 * 5checlule
E wl (2) #5'5 Til:5 TOP @ +0'-0" Fini5h floor TOP @ -0'- 1" 15.ff.f. I or @ -01- 1 -- 15, ff. F.
refer tc plan5 for ocabon5 EXTEND 130TTOM Of DfAM
12":t To COINCIDE WITH
01 ENTRY DOOR (ADD (2) #5'5)
-5 TYPICAL MA50 4PY 5hffAPWALL
0
REFER TOTYPICA . WALL 5ECTIONI.
FOP MA50NPY CONSTRUCTION
DETAILS - refer to Iam5 for filled rell
locatton5
0
-1 ENTRY DOOR - REFER TO
ELEVATO,P.5 APT (before)
AKCHITECTURAL PLANS
.z
refor to plan5 * 5rheclule TYPICAL 8' MA50NPY
I STRUCTION
TYPICAL MA50NPY (beyond)
__
_
....... .
.....
..........
4
J
Lli
5
V
4" thick 3000jp5i CONCRETE 5LA15 -
refer to archrtecturaI5 refer to plane for out ocation5
fIbEKME5H PEINIF. - FRANGIBLE
FRANGIBLE ENTRY—v SAW CUT into 5'x5' max. SECTIONS
STOOP * STEPS
L
0 — __F
0 1 1 1 1 - A�� - - I — — , — — --\\ 6
01
4" thick 3000F,5i CONCRETE SLAB -
ff IBEPME5H RfINF. - FRANGIBLE -
SAW CUT into 5'x5'max. SECTIONS
refer to plan5 for cut locatior5
I G` AUGffR-CA5T FILE AND
IG" AUGER-C4,5T
PILE AND
E
24" 5cluare TRAN51TION CAP
24" GRADE l3f4,M
(BEYOND)
PfffERTODETAIL5
PEFE
TO DETAILS
L
-0
z
'OORDIN�TE �LL DETAILS AND
CONTRACTOR SHALL C
ELEVATIONS WITH ARCHITECT PRIOk TO CONSTRUCTION.
(2) 2x 10 F.T. LEDGER
%NT' WEDGE ANCHOI
24" O.C. STAGGERED
TYFI CAL 5HEARWA, UL FOOD
- refer to detaiI5 �Ifieet 5-9
GYP-CPETE OVER 314" T$G PLYWOOD 5UBFLOOP
ATTACH wl #6 x 1 314" WOOD 5CUW5 (min.) @
G" o.c. EDGE * 12" o,c. FIELD - RE fEP TO
ARCHITECTURAL5 POP, FURTHER 5F'EC(f ICATION5
TYPICAL FOP ALL 5U5fLOORING ATTACHMENT
WOOD FLOOR TPU55ff5
DESIGNED BY OTHERS
depth to be determined
(2) 2x J 0 F.T. LEDGER
Ve,"xT' WEDGE ANC�ICR,5 @
24" O.C. 5TAGC�Rffl)
K7ZTZ
LH 5 M 19.5 0' N AVD
-ELEVATOR SHAFT (before)
TYPICAL 8" CMU MA50NPY
- CONSTRUCTION 12" FILA5TER BLOGK COLUMN
refer to plan� il� 5chodule
FRANGIBLE MA5ON'Y (beyond)
SEE DETAI SHEET 5-9
�r :h
ALLOW ED LM5M I G 5 0' N AV F)
ALL ENCLOSED SPACES BELOW THE BASE FLOOD
ELEVATION SHALL BE PROPERLY VENTED IN
ACCORDANCE WITH FBC REGULATIONS - USE
CAST-CRETE BUB PRECAST CONCRETE UNTELS (or
equivalent) ABOVE ALL REQUIRED FLOOD VENTS IN
MASONRY WALL APPLICATIONS - REFER TO
ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS
ELEVATOR PIT * A550CIATED 6mil VISQUEEN (or equivalent)
FILING and FOUNDATION (before) VAPOR BARRIER & TERMITE
refer to plane and dtftalb
TREATMENT REQUIRED UNDER ALL
INTERIOR SLABS & FOUNDATIONS
REFER TO ARCHITECTURAL
PLANS FOR FASCIA, SOFFIT
it DRIF EDGE DETAILS
0
<
E
96 W a
Z
W z
>
z
E*
P4 Z
k1n
�D S
in
G" STRUCTURAL SLAB
refer to plan5 for
,��G' STEP reinforcement
CONCRETE FIE 13LAM 12" HO
refer t la 5 * 50hedule
TOP W +PO 0" Fir eh Floor
12., H I
(4) STANDARD H
4" thick 3000p5i CONCRETE SLAB E
fIEERME5H UINf. - fPANG15LE
CUT into 5x5'max. 5E
- refer to FIan5 for cut locatior5
SAW CTICNS
13UILDING 5ECT10H
5CALE: 112" = 1'-0" 5-�7
j ji,
I G" AUGERCA5T FILE A)ND
24`5q. TRANSITION CAP
'T
ASSOCIATED vvl PILASTER
COLUMN BEYOND
D
refer to plane * ClCta115
CONCIRZ71f TIE BEAM
refer to plan5 * 5checlule
50TTOM @ -2'-4' 5.f,f.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
B OC C t s I I't,
1� — t , � t-.
4" thick 3000ip5i CONCRETE clil,
,ElNf.
SLAB F115ERMES11 P
B� ` C)
FRANGIBLE - SAW CUT into 5x5'
EC 0 =ZIR
_T
[Ex. L5ECT[ON5 - refer to FIar5
for cut location5
0
-51 roamm'!
--�ECT NO
18-022
1 1
S-7
REFER TO ARCHITECTURAL DRAWINGS FOR
ROOFING, UNDERLAYMENT � FLYvVQOD
5FECIfICATION5. 5HEATI1ING5HALLI5E
ATTACHED TO ROOF TPU55E5 wl 5d KING
SHANK NAILS Q G` o.c. EDGE FIELD.
5IMP50N HETA 20—
typical at all tru55e5
unle55 noted otherwi5e
Plffff, TO ARCHITECTURAL
FLAN5 FOR FASCIA, SOFFIT
DRIP EDGE DETAILS
5"x24" (3-COUP5E) BOND
BEAM wl (1) #5 cont. TOP
130TTOM - PRECAST
LINTEL AT OPENINGS
refer to 5chedule if aetaiI5
#5 PEEAP in FILLED C
"'�CCUUMN
refer to plam5 for locat
0 TYTICAL 8"" MU MA50NPY
CON5TPLICTICN - refer to
0 typical wall 5action at ricjht
PEfER TO AKCI1ITECTUFkL
PLANS FOP, INTERJC)r
fXTEPIOR WALL FIN15N'LS
POOfING per BUILDER
over L3a2` CDX PLYWOOD
over WOOD TPU55E5
by other5
51MF50N HETA 20
typical at all tru55e5
unle5e, noted otlherwi5e��
REFER TO ARCHITECTURAL
PLANS FOR FASCIA, 50IFF[T
Is DRIP EDGE DETAILS
REFER TO ARCHITECTURAL-
F!_AN5 FOR INTERIOR it
EXTERIOR WALL FINISHES
#5 KEBAP in FILLED CELL
COLUMN
refer to plan5 for locatI01`5
WOOD ROOff TKU55171
DE51GNED 13Y OTHER5.
WOOD FLOOR TRUSS GIRDEP
depth to be determined
DESIGNED BY OTHERS
MECHANICAL CONNECTION per
TRU55 MANUFACTURER
Z71
------ - -
ANCHORED STEEL WELD ]PLATE
(in concrete beam beyond)
refer to plan5 ll� dCta115
TUBE STEEL
COLUMN (beyond)
al
refer to cet 15
#5x50` RfBAK LAP 30" W/
COLUMN STEEL
FILLED CELL ANCHORED STEEL
WELD PLATE (beyond)
(2) 2x 10 F.T. LEDGER GYF-�;Rffff OVER 3/4" T$,G PLYWOOD 51. EFLOOR refer to aetaiI5
'�_%`,7' WEDGE ANCHORS @ ATTACH w/ #8 x 1 3/4" WOOD SCREWS min.) @
LAP VERTICAL 5TrEl- G" o.c. EDGE * 12" o.c. FIELD - REFER 10 K
24" D.C. STAGGERED AFCNITECTURAL5 FOR FURTHER 5PECIf CATIONS 5/6
(2) 2x 10 P.T. LEDGE
A MINIMUM Of 46
TYFI(.AL FOR ALL 5UBIFLOORING ATTAa MENT `x7' WEDGE ANCHORS @
BAR DIAMETERS 24" O.C. 5TAGGERfD
------
Eg
WOOD
00P51
FLOOR TRUSSES
G" nominal 30
DESIGNED BY OTHERS
CONCRETE 5LA5 vv/
. . . depth to be determined
#4'5 12" D.C. E.W,
S71
7
7z2j�
I G` HOOK 20" HOOK ......... . .. .. ... ... . .. ... .. .. .. . .. . .. ... . ... ... . .. ... .. ......
5N24" CONCRETE TIE EEAM—_/
-41
4
wl (2) #5'5 TOP * 507TOM
and #3 5TIPPUP5 @ I Gil D.C.
�ER 7
CANTILEVER I 2"x24` CONCRETE TIE 5EAM-J
LH5M 2 I.G7NAVD w/ (2) #5'5 TOT' � BOTTOM
;6
71 � �g
#3 STIRRUPS @ I G" o.c.
I G`x2b" CONCRETE T A.W,_7 11 1.", (top of beam a -0- 1 B.f.f.)
(3) #515 TOP, MIDDLE BOTTOM GROUT FILLED MA50NPY
and #3 STIRRUPS @ 12" o.c. wl (1) #5 @ 45" o.c.
TOP @ -0'- 1 Below `m15h floor
DOUBLE 5" PRECAST LINTEL wl REFER TO GARAGE DOOR
E
(1) #5 CONT. EACH LINTEL
COORDINATI ,,�BUCK DETAIL FOP,
5PECINCATIONS
ARCHITECTURAL '77
HE] GHT w/
DRAWINGS
**NON -LOAD BEARING"
12" PILASTER 13LOCK COLUMN
S1
(beyond) �7'
0 ALLP'lli 5M refer tp pj�n5 $ 5chedule 4
. . ...... - .........
Ln I G. 5 0 N A
MEDOWN
�PRA
by contractor
8"x2b"
(37' COURSE) BOND
BEAM
wl 0) #5 cont, TOP
s BOTTOM
- FRECA5T
LINTE_
AT OPENINGS
refer
to 5rheclule $ ddtal[5
L 5" CMU MA5ONRY
RUCTION - refer to
wall 560tiOn at riaht
I G" PILASTER BLOCK COLUMN
refer to plar5 * echedule
(5FYOND)
FAVER or CONCRETE
)PIVEWAY - FEfER TO
FFCTURAL DRAWINGS
I G" AUGER-CA5T FILE 24"'
TRANSITION CAP (beyond)
refer to plan5 $ detaiI5
#5x50` PE15AP wl 30'
LAP at
FILLED CELL COLUMN
STEEL IN
MASONIRYABOVE
(2) 2x 10 P.T. LEDGER
/_V8"x7" WEDGE ANCHOR5
@
24" D.C. STAGGERED
GYP-CRfTE OVE
SUBFLOOP
GYP-CKETE OVER PLYWOOD
WOOD FLOOR TPU55E5
DESIGNED 13Y OTHERS
depth to be determined
1_z TIE BEAM
x
w/ (2) #5'5 TOP BOTTOM
and #3 5TIRPUI`5 @ 12" D.C.
TOP @ + 13-0" A.f.f.
INTERIOR PARTITION
by contractor T
GARGAE DOOR
ARCHITECTURAL5
refer to
RECESS FOR GARAGE
DOOR - refer to ClCta115
(beyond)
ALL ENCLOSED SPACES BELOW THE BASE FLOOD
ELEVATION SHALL BE PROPERLY VENTED IN
ACCORDANGE WITH FBC REGULATIONS - USE
CAST-CRETE 8U8 PRECAST CONCRETE LINTELS (or
0 equivalent) ABOVE ALL REQUIRED FLOOD VENTS IN
I MASONRY WALL APPLICATIONS — REFER TO
— ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS
03
4" thick 3000p5i CONCRETE SLAB
FIBERMESH UINF. - FPANG115LE -
SAW CUT into 5x5'max. SECTIONS
(4) 5TANDARD HOCK5_"
refer to plam5 for out location5
(beyond)
c,
I G" AUGEP-CA5T FILE AND`-""�
24" TRANSITION CAI
(before) I : " , 11 1 �
WALL 5ECTION
5CALE: 1/2" = I'-011
Z
CONTRACTOR SHALL COORDINATE ALL
DETAILS AND ELEVATIONS WITH
ARCHITECT PRIOR TO CONSTRUCTION.
51MF5ON HE7A 20
typical at all tru�5e5
unIC55 ioted otherwi5e
REFER TO ARCHITECTURAL
PLANS FOR FASCIA, SOFFIT
DRIP EDGE DETAILS
0
I
-
0
RffffP TO APCHITECTU AL--,
C
C�
R
PLANS FOP INTER
EXTERIOR WALL FINISHES
#5 KE13AK in FILLED CELL
�OUUMNN,"[�
refer to plan5 for �ocation5
G" nominal 300OP51
CONCRETE SLAB wl�
#4'5 12" D.C. E.W.
E TIE BEA
&N24" CONCRET M
w/ (2) #5'5 TOP It BOTTOM
and #3 STIRRUPS @ 2" D.C.
REFER TO ARCHITECTURAL DRAWINGS FOR
ROOFING, UNDERLAYMENT t PLYWOOD
SPECIFICATIONS. SHEATHING SHALL BE
ATTACHED TO ROOF TPU55E5 wl 5d RING
SHANK NAILS @ G" o.o. EDGE FIELD.
12" HOOK—
CANTfLEVEF
I G" PILASTER BLOCK
(4) #5vert. IN GROUT FILLED
CAVITY (pila5ter
(4) STANDARD HOOK
LAP'5TEEL 30" min,
6mil VISQUEEN (or equivalent)
VAPOR BARRIER & TERMITE 1611 AUGER-CA5T PILE
TREATMENT REQUIRED UNDER ALL 24"fc[. TPAN51TION CAP -
INTERIOR SLABS & FOUNDATIONS refer to plan5 it CI&XI5
THESE PLANS ARE NOT FOR CONSTRUCTION
UNLESS STAMPED "Construction Set DATED,
SIGNED AND SEALED BY THE ENGINEER. ALL
CONSTRUCTION SHALL BE IN COMPLIANCE
WITH ALL JURISDICTIONAL PERMITS,
CONDITIONS AND CONTRACT DOCUMENTS.
5`x25" (3j-COURSE) BOND
BEAM wl (1) #5 cont. TOP
BOTTOM - PRECAST
LINTEL AT OPENINGS
refer to 5chedue cletaiI5
TYPICAL 5" CMU MA50NPY
CONSTRUCTION - refer to
�t typical wall 5ertion at ri6jht
INTERIOR
by
#5x5O` PE15AR LAP 30' wl
FILLED CELL COLUMN STEEL
LAP VERTICAL STEEL
A MINIMUM Of 46
13AP DIAMETERS
2x4 F,T, CONTI
I
NAILER (t
ypical
----------- ............
CONSTRUCTION SE
PfffEP TO ARCHITECTURAL DRAWINGS POP
ROOFING, UNDERLAYMENT * PLYWOOD
SPECIFICATIONS. SHEATHING SHALL 13E
ATTACHED TO POOf TRUSSES wl 5cl KING
SHANK NAILS @ G" o.c. EDGE FIELD.
51MP50N HETA 20
typical at all trU55,55
unle55 noted otherwoe_\
RE IFFIR TO ARCH ITECTURAL
FLAN5 FOR FASCIA, 50ff IT
DRIP EDGE DETAILS
KIEFER TO JPCHITECTUKAL
OF INTERIOR
If 'WALL FIN15HE5
WOOD KOOf TRU55E5
DE51GNED BY OTHER5.
fKAME DOWN CEILING
by contractor
5"x24" (3-COUP5E) BONE)
___--15EAM w/ (1) #5 cont. TOP
* BOTTOM - PRECAST
LINTEL AT OPENINGS
refer to 5011,5dUe * dCta115
#5 FIFEAR in FILLED CELL
�,—COUUMN
refer to plane, for location5
TYPICAL (5" CMU MA50NPY
CONSTRUCTION - refer to
typical Wall 5CCtior at ricjht
A
—#5x5O" PE15AK wl 30" LAP
at FILLED CELL COLUMN
E
STEEL IN MA50NRY ABOVE
GYF'-CRfTE OVER
PLYW 0 DID 5 U 1 5 f LOOP
Rx4 (or better) P.T1
ONT. NAILER
77 j-7
(5"x24" CONCRETE TIE BEAM
wl (2) #5'5 TOP * BOTTOM
and #3 STIRRUPS @ 12" D.C.
TOP@ +I 3'-O'A. f. F.
150T. @ + I 1 1-011 A. f. f.
GYF-CPETE OVER 3/4" T*G PLYWOOD 5U5f`LCCP
w/ x 1 3/4" WOOD 5CREW5 (min.) @
G" o.c. EDGE * 12" o.c. FIELD - REFER TO
APCH(TECTURALS FOR FURTHER SPECIFICATIONS
TYPICAL FOR ALL 5U[3fLOOPJNG ATTACHMENT
TIE OVER
GYI-CRIT�
CRE PLYWOOD 5U5f`LOOR
_7__ I�
WQPD FLOOR TPU5PIE5 WOOD T�OOP TRUSSES I I
I I
DTFIGNED BY OTHEM5 DE519TI) BY OTHERS
\-DRYWAUL CEILING
per contractor
1 G"x30` CONCRETE TIE BEAM wl
(3) #5'5 TOP, BOTTOM, MIDDLE
and #3 STIRRUPS @ 12" o.c.
FRANGIBLE I G" CMU MA50NPY
CONSTRUCTION BEYOND
ALLO\&/ED LH51il hS. 50' NAVID
4" thick 3000p5i CONCRETE SLAB -
fIDEPME5H RfINf. - 'PANGIELE -
SAW CUT into 5'x5'max. SECTIONS
refer to plan5 for cut ocationz
I G" AUGERCA5T FILE AND
24" TRANSITION CAP
(before)
WALL SIECTION
5CALE: 112 1—F -011
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
ALL ENCLOSED SPACES BELOW THE BASE FLOOD
ELEVATION SHALL BE PROPERLY VENTED IN
CAST-CRETE 81J8 PRECAST CONCRETE UNTELS (or
ACCORDANCE WITH FBC REGULATIONS - USE
equivalent) ABOVE AL
L REQUIRED FLOOD VENTS IN
MASONRY WALL APPLICATIONS - REFER TO
ARCHITECTURAL DRAWINGS FOR VENT LOCATONS
I G' AUGEP-CA5T PILE AND
24" TRAN51TION CAP
(before)
z
:ll
<
T
0
0
<
z z
U <
0
fee;
6
W
Pq
z
;4
0
I in
W)
Q� W Ir
:7, gg
P4
00 4 rR
al,
kn
1
eq
00 z
M
U
C)
C)
4-J
4!�
PRO,JFC T [,10,
18-022
E
:E
a
TAI L5
rgfer to FPANG15UR WALL DE
f N:1
'et 5- 10) for ri
We
G &-pn5truction 5lpecification5
4" thick 3000p5l CONCRETE
SLAB � FIDEPME511 RflNf. -
fPANG115LE - SAW CUT into
IONS - refer
APPLY WATERPROOFING TO !, 11
I 5'x5' max. SECT
MASONRY WALLA MINIMUM 12" to plar15 for cut locatici-5
AE30VE ADJACENT f IN 15H GRADE -
NOT REQUIRE[) WHERE FLOOR *5 LAP STEEL
ELEVATION IS G" OF MORE G" MAX. EMBEDMENT
ABOVE FINISH GRADE
71
%
4
Co
Cmil VI&CD..'-Ell VAPOR 13ARPIER
C\j
ovcr TE RM 11 F T -�LATED COM FACTED
'01 FILL (36% max. deri5ity)
(2) #5'5 (3" MIN. PROTECTION) I 8"deep x 12" 3000lp5i
... CONCRETE
D15CONTINUE STEEL MIN. 3" FROM
MONOLITHIC fOOTER
TRANSITION CAP - refer to TYPICAL PILE
@ PILE CAP detail 5heet 5-3 (51mi
2"
TPAN51TION CAP
(2) #55 51-1ALL BE CONTINUOUS (beyond)
AT ALL SHEARWALL FOOTINGS - AUGER CAST
refer to plan5 for location5
PILE (beyond)
fOUNDATION 5ECTION
5CALE: 3/4" = I'-011
EXPANSION JOINT
per contractor
TYPICAL 8" CMU
"FRANGIBLE"
MASONRY
CONSTRUCTION
LU
refer to TYPICAL WALL SECTION
refer to TYPICAL WALL SECTION
(5heet 5-8) for ma5onry
(5heet 5-5) for ma5onry
con5truction 5pecification5
con5truction 5lpecification5
4" thick 3000p5i CONCRffE
4" thick 3000lp5i CONCRETE
SLAB - `15ERMESH PEINI`.
STANDARD STANDARD
SLAB - FiDERME511 PEINF. -
FRANGIBLE - SAW CUT into
mi
HOOK HOOK
PANG15LE - SAW CUT into
51 SECTIONS - fe
e r7
I x5' max, SECTIONS - refer to
to plan5 for cut lo catiori
n5 for cut location5
r
I I I
Ln 7" STRUCTURAL 5LA5
(elevator pit ba5c) #4'5
'61 -�RN
l 2" O,C.E.W.
Gn
11 VISQUEEN
VAPDIR
BAPPIER
16111 deep ELEVATOR
er TERMITE
r, 0
TREATED
40
SHAFT FOUNDATION wl
COM
ACTED f ILL
(3) #5'5 CONT. (top
ax. clen51ty)
F T
bottom) 4 #2 TIES @ I G'
O,C. - TYPICAL @
TYPICA AUGER CAST PILE
L
ELEVATOR PERIMETER
REFER TO DETAILS (beyorid)
2" MIN COVERAGE
typ. for all 51ab 5tCCI
LF 4
13" THICKENED EDGE ELEVATOR PIT DETAIL
wl (1) #5 cont.
5CALL: 3/4" -0"
4
franclible SLAD
@ -
"VAPOR BARRIER" SHALL BE
V=V T;�\ T
6mil VISQUEEN (or equivalent),
refer to fRANG15LP, WALL DETAILS
(5heet 5- 10) for ma5onry
UNLESS NOTED 4HERWISE.
[Z
< 4" thick 3000p5i CONCRETE SLAB -
> #5 LAP STEEL 1`15ERME511 REINf. - FRANGIBLE -
G" MAX, SAW CUT into 5x5' max. SECTIONS
EMBEDMENT - refer to pIan5 for out location5
LTYPICAL FOR ALL FRANGIBLE SLABS
FINISH 10,
GRADE "w
N1. � ""�, I IF I
I 'I ,
I
'v
15"ceep x 12" 300OP51
&
CONCRETE
MONOLITHIC `OOTER
(2) #5'5 (3" MIN. PROTECTION)
D15CONTINUE STEEL MIN. 3"
TRANSITION CAP - refer to TYPIC,
@ PILE CAP cletail 5heet 5-3 (5mi 2"
V TRANSITION CAP
(2) #5'5 SHALL 15E CONTINUOUS i (beyond)
AT ALL 5HEARWALL FOOTINGS - AUGER CAST
refer to plai-5 for location5
FILE (beyond)
fOUNDATION 5ECTION
5CALE: 3/4" = I'-011
xx--8" THICKENED EDGE
E per coritrac wl (1) #5 cont.
XPAN51ON JOINT /xx
tor
4" franqjbe SLA15
F
@ -I B.ff.F.
��BA I
IN ,,,,,Nl�
arr,t� m1t It' t
C\j
MA50N KY 51-1 EARWALL
refer to TYPICAL WALL SECTION
(5hect 5- 10) for ri STANDARD
con5tructiOn 51pecification5 HOOK
F2
4" thick 3OOOp5i CONCRffE SLAB -
f 113ERME5H RE INF. - FRANGIBLE
22" x 24" deep ffOOTING w/
SAW CUT into 5'x5'max. SECTIONS
(3) #5'5 CONT. (top * bottom) refer to plai-5 for cut location5
#3 5TIFRUPS @ I G" O.C.
TYPICAL FOR ALL FRANGIBLE 5LA55
TYPICAL at ALL 5dEAR WALLS
ELEVATOR WALLS
V.. .... . ...
3" MIN. P ILE
22'— EMBEDMENT
TYPICAL AUGER CAST FILE
REFER TO DETAILS
I r
5HEAR WALL F=OOTING @ INTERIOR 10
5CALE: 3/4" = Ir-011
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN CoMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
con5truction 5pecificatiori
FRANGIBLE 5" CMU
MA50NRY CONSTRUCTION 4" thick 3OOOp5i CONCRETE
5LA15 - FIDEPME511 PEINF. -
F:RANGIBLE - SAW CUT into
5'x5max. SECTIONS - refer
to plan5 for cut location5
STEP #5 LAP STEEL
4" THICK 3OOOr5i refer to G` MAX. EMBEDMENT
`M REINFORCED
CONCR17E 5LAII
7 1811deelp x 12" 300OP51
C0'dN C PPE�T E
0, MONOLITHIC `00i
Gmil V15QUEEN VAPOR 5ARKIER
(2) #5'5 CONT.
3" MIN. PROTECTI over TERMITE TREATED COMPACTED
D15CONTINUE STE EL MIIN. a ff ILL (95% max. den5ity)
21
FROM TRANSITION CAP - refer TPAN51TION CAP
to TYPICAL PILE @ FILE CAP
(beyond)
d6tall 5hect 5-3 (5ini
AUGER CAST
PILE (beyond)
fOUNDATION 5ECTION
5CALE: 3/4" = I'-01'
��A�
4" thick 300OP51 CONCRETE
SLAB - F115EPME511 PEINF. I]TE COLUMN
FRANGIBLE - SAW CUT into or MASONRY WALL
CONCP
5'x5max. SECTIONS - refer (beyond)
to l for cut locatiori
SM11 VISQUEEN',V�0,'MB�
�c
over TERMITE TPEATt
ILL (95% rrfax.,d6rf5ity) 1-0 0
I b'deelp x 12" 301
CONCRETE
MONOLITHIC FOOTEP
TRANSITION CAPV,
(beyond)
AUGER CAST
PILE (beyond)
11—IY2` PECE55
. . ....... .
'AVE DRIVE
v,:,
(2) #55 CONT.
3" MIN. PROTECTION
D15CONTINUE STEEL MIN. 3"
FROM TRANSITION CAP - refer
to TYPICAL FILE @ PILE CAP
detail 5�eet 5-3 (5imilar)
FOUNDATION 5ECTION
��CALE: 3/4" = I'-0"
CONTRAqTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
F5
F6
"VAPOR BARRIER" SHALL BE
6mil VISQUEEN (or equivalent),
UNLESS NOTED OTHERWISE.
CONSTRUCTION SET
4" thick 30001251 CONCRETE
SLAB - FIDERME51-1 REINf.
f RANGI BLE - SAW CUT into
5'x5'ri SECTIONS - refer
to plan5 for cut ICCatlOri
NVA\1�,1115/-\F�Rlf R,
clean tcrm,to �r--,Afo xi-arwiar fill N
I
22" x 24" deep `00TING wl (3) #5'5
CONT. (top * bottom) * #3 STIRRUPS
@ I G" O.C. - TYPICAL at ALL SHEAR
WALLS * ELEVATOR WALLS
22"
3 Vi
" MIN. P%If
EMBEDMENT
5HEAR WALL fOOTING
5CALE: 3/4" = '-0"
-7 APPLY WATEIRFROOf ING TO
MA50NPY WALLA MINIMUM 12"
A13OVE ADJACENT FIN15H GRADE
NOT PEQUIRED WHERE FLOOR
ELEVATION 15 G` OR MORE
A50VE FINISH GRADE
GRADE
refer to TYPICAL WALL SECTION
(5heet 5- 10) for Ma5onry
COr5truction 5lpecificatioi-5
STANDARD
HOOK
TYPlCAL AUGER CAST PILE
UP ER TO DETAI L5
EXTERIOR
EXPAN51ON JOINT
per contractor
6" THICKENED EDGE
wl (1) #5 cont.
I ble
4" franc 5LA5
@ -I 1, -0" 5. F. F.
MASONRY 5HEARWALL
...... ..... I F 7
refer to TYPICAL WALL SECTION
(5heet 5- 10) for ma5onry
clear Lermtte treated
con5tructior 5pecifiration5
compacted �ranufar fill,
22" x 24" deep FOOTING wl
STANDARD
7 (3) #5'5 CONT. (top * bottom)
HOOK
* #3 STIRRUPS @ I G" O.C.
TYPICAL at ALL 5H EAR WALLS
* ELEVATOR WALLS
10
4" thick 3000p5i CONCRETE SLAB -
EXPANSION JOINT flEERME511 P\ElNf. - FRANGIBLE -
per contractor SAW CUT into 5x5' max. SECTIONS
refer to plai-5 for cut location5
TYPICAL POP ALL FRANGIBLE 5LA55
4" franlible SLAB
@ - 14'- 10', 5,
BA'
c1call termite trpatc(�
--3" MIN. PILE
comraL�ej �ranular fill 22" EMBEDMENT
I TYPICAL AUGER CAST PILE
FEfER TO DETAILS
5HEAK WALL fOOTING @ TRAN51TION
5CALE: 3/4" = I'-011
VAFop FAFFti-" 0
cic--n tormite
tr�ated �)ranulaj r 11
(BACK"1L:)
APPLY WATEPPPOOf ING
TO MA50 IN RY WALL
PRIOR TO EACKFI ULING
E
511 THICKENED EDGE
wl (1) #5 cont.
MASONRY KNEE WALL
(Kt7AINING WAUQ wl (1)
0 #5 vert. IN GROUT
INC , ) FILLED CELL @ 32" o.c.
0
#5 LAP STEEL
G" MAX. EM15EDMENT
4"
N, NI I
EN"'"POP BAPRIf P
'REATED COMPACTED
FILL 69' o max. &eri5ity)
(2) #5'5 (3" MIN. PROTECTION) I 6"deep x 12" 3000lp5i
CONCRETE
DISCONTINUE STEEL MIN. 3" FROM
TPAN51TION CAP - refer to TYPICAL PILE MONOLITHIC `OOTER
@ PILE CAP cletail 5heet 5-3 (5mi 12"
TRANSITION CAP
(2) #5'5 SHALL BE CONTINUOUS (beyond)
AT ALL SHEARWALL FOOTINGS - AUGER CAST
refer to Far5 for locattion5
PILE (beyond)
fOUNDATION 5ECTION F9
5CALE: 3/4" = I'-011
REVIEWED FOR
COOE COMPLIANCE
ST. LUCIE COUNTY
BOCC -L 1`2 1 hi)
IN
co
0
<
GO 0
en in
en
a
PLO
c)
ad
z
er in
iin
-1 0
4,
kn
kon
OE LQ
;Z) S
EA .!I in g
4 >- r-4 w
c) C) t- U
NC*4
IQ
7
0
7�
0
144
r! con
"I'ALW imoll6w 0
>
*:3
U -1
4�
FROJEc- NO
18-022
SHEET
S-9
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
EXTERIO FACE OF WALL
STUCCO RETURN
2XIS P.T. AT HEIGHT OF DOOR4 m/[E:l E
SET 112# INTO OPENING
1/2' X 6' EXP. ANCHOR WITH
GARAGE DOOR HARDWARE MINIMUM 2'0 X 1/80 WASHERS
AT 12'O.C. AND 6' AT ENDS
TRACK BRACKETS TO PT BUCK
7' HIGH DOOR: 5-3/8' X 1-7/8' LAG SCREWS WITH WASHER
HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE.
8' HIGH DOOR: 6-3/8' X 1-7/8' LAG SCREWS WITH WASHER
HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE.
WEATHER-FROOFING, A5 REQUIRED BY THE
1`5C, TYPICAL AT ALL OPENING5 - REFER TO
ARChITECHURAL PLAN5 fOR DETAIL5
WINDOW
FRAME 4
4" X 3"'
TAPCON
GLASS
4
x �' 2 T.
P.T.
SUCK
JAMB DETAIL
TE
, .1.
0 N, L
WINDOW 2x F.T.
FRAME BUICK
x 3"
GLA55 TAPCON
HEADER DETAIL
BUCK/FRAME ATTACHMENT
2x (MAX.) P.T. WINDOW BUCK
FASTEN TO C.5.5. vv1Y4"x2 I" MIN.
4
TAPCONS G" MAX. FROM ENDS AND
12" O/C MAX. (TYP. THREE SIDES)
1x (MIN.) P.T. WINDOW BUCK
FASTEN TO C. 5.5, wl 3/1 G`x214" M I N.
TAPCONS G" MAX. FROM ENDS AND
12" O/C MAX. (TYP. THREE SIDES)
OPTIONAL FASTENING (WINDOW & DOOR)
OPTIONAL FASTENING; Y4`x3" MIN.
TAPCON5 THRU f RAME, BUCK $ INTO
C.15.5. (12'" MIN. EMBEDMENT).
TAPCON5 REQ'D AT EACH SCREW
LOCATION PP
OVIDfD
15YMANUFACTURER
"DETAILS AE30VE DEPICT THIS OPTION"
REFER TO ARCHITECTURAL PLANS FOR
FURTHER DETAILS
DUCK ATTAC�IVIENT DETAIL5
5CALE: not to 5COIC
N
PRE ENGINEEPED
WOOD TPU55
�Op
CONCRETE OR
13LOCK 5EAM
5 NAILS (OF PECIV)
MUST 5E INSTALLED
INTO TRUSS SEAT
"DEL
51V,F50N IIETA20
CONNE170F., DETAIL'
5CALE: NOT -0 5CALE
T
12" PILASTER 13LOCK COLUMN w/ (4)
#5 VERT. IN EA. CELL. LAPPED @
FOOTING AND EXTENDED INTO TIP
BEAM. fIU_w/3000P5ICONCRETE.
(REFER TO PLANS POP, SPECIFIC
LOCATIONS)
DOUBLE FILLED CfU_ MASONRY
CELL, LAPPED @ FOOTING AND
COLUMN wl (1) #5 VERT. IN EA.
EXTENDED INTO TIE/BOND BEAM.
FILL wl 3000 1`51 CONCRETE.
(REFER TO PLANS FOR 5PECFIC
LOCATIONS)
f ILLED CELL MASONRY COLUMN wl
1W(1) #5 VERT. IN CELL. LAPPED @
fOOTING AND EXTENDED INTO
TIE/EONDBEAM. fILLw/300OP51
CONCRETE. (PEP ER TO PLANS FOR
5PECIfIC LOCATIONS)
12" FILLED CELL MA50NPY COLUMN
wl (2) #5 VERT. EXTENDED CELL.
LAPPED @ FOOTING AND EXTENDED
INTO TIE/BOND BEAM. `IULw13OOO
P51 CONCRETE, (REFER TO PLANS
FOP, SPECIFIC LOCATIONS)
COLUMN DETAIL
5CALE: 13/4" = I'-011
FILLED CEL[5 5HALL BE LOCATED NO FURTHER, APART
THAN 48" (P.C., UNLE55 5PECIfflCALLY DIMEN51ONED
MP
CO r M
ITE LINTEL 0 CONCRETE EA
LAP
#5 VERT.IN
CELL COLUMN
NOTE: POL R SOLID B" UEEP
(MIN) 0 EACH WIN OW SILL
PRECAST CAST-CR TE SILLS
MAY BE USE
Fn III
POURED III
EXISTIN LAP VERT.
STANDARD
IIN
M 1MU
DIAMEWRS
4" MIN
--OPEN FOR
WINDOW
CONCRETE TIE BEAM
0 A
f NMNGIE3LE WALL DETAIL
5CALE: not to 5GaIC
CONSTRUCTION SE
IzEfER TO AKCHITEC-TURAL DRAWINGS fOF
POOf ING, UNDERLAYMENT * PLYWOOD
SPECIFICATIONS, SHEATHINGSHALLEff
ATTACHED TO ROOF TPU55E5 w/ 5,1 PING
SHANK NAILS Q G11 o.c. EDGE it FIELD,
SIMPSON HETA 20
typical at all trU55C5
unle.55 noted otherwi5e
RffER TO ARCHITECTURAL
PLANS f rR FASCIA, 50ff FIT
D
t RIF EDGE DETAILS
ALL ENCLOSED SPACES BELOW THE BASE FLOOD
ELEVATION SHALL BE PROPERLY VENTED IN
ACCORDANCE WITH FBC REGULATIONS - USE
CAST-CRETE 8U8 PRECAST CONCRETE UNTELS (or
equivalent) ABOVE ALL REQUIRED FLOOD VENTS IN
MASONRY WALL APPLICATIONS - REFER TO
ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS
CONCRETE, TIE, BEAM
ADDITIONAL (1) #5
(1) 2, —0 12" 0 C —
t"x24%#5 in :L
LAP C( If
CORNER
N )RNE BARS
I
w/ (1) #5
90" max
#5 VERT. IN FILL
CELL COLUMN (typ.)
WINDOW OPENING
DEMONSTRATED
EDOOR OPENING IS
MASONRY 11 SIMILAR (no sill, etc.)
TO
-
ARCHITECTURALS
FORM -POUR 8"x8" (r�iri
I I
CONCRETE CONCRETE SILL w/ (1) #5
or
BLOCK WALL TYP CAL C.M.U.
S LL
-11 1
PRECAST CAST-CRETE`� MASONRYWALL
(or e
Ep LAP VERT. STEEL &
STANDARD HOOK A
4" MIN
MINIMUM OF 48 BAR '14 i'M I N
. ( 30 "M )
DIAMETERS (30"min.)
TYPICAL WINDOW
OPENING DETAIL
5CALE: NOT TO 5CLAE
VIA I WIN
NO
IS 0' TO 3/8' AWAY FROM
CONOITION #1: STRAP
EDGE OF TRUSS.
REPAIR: NO REPAIR NECESSARY.
CONDITION #2: STRAP IS 3/8' TO 1-1/2' AWAY
FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4
BLOCK BETWEEN TRUSS AND STRAP. BEND PER
OETAIL AND NAIL 7-10d.
CONDITION #3: STRAP IS MORE THAN 1-1/2' AWAY
FROM EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN
USING USP RT18112 ANCHORED TO WALL WITH (3)
1/4'x2-1/4' (MIN.) TAP -CONS AND NAILED TO
TRUSS WITH 7-10d. MAXIMUM 1200 LES. UPLIFT.
APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES,
AND MAY BE USED ON EITHER SIDE OF WALL.
NOTE: U5P-RT 18 1 12 MAY 13E 5U[35TITUTED
WITH 51MP5ON HT5M I G AT ANY LOCATION
1/4' X 2-1/4' TAPCONS SPACED
Y AT LEAST 2' FROM TOP
5TKAP MISALIGNMENT KEPAIR
5CALE: not to 5cale
.. ...... .... ......
FOUNDATION or
CONCRETE BEAM (below)
L
DOOK IWI N DOW OPEN I NG
DROFFED HEADER
5CALE: NOT TO 5CLAf
#5 15AR
(TYF -)
#5 CORNER DAR. w/
24" LEG
COLUMN 5ELOW
A
L
45 DEG. MITEP CUT
@ PRECA5T LINTEL
COR,NEK
PRECA5T LINTEL
CORNER DETAIL
5CALE: 3/4" 1'-011
Rfffff TO ARCHITECTURAL
PLANS `OF INTEROP
!XTEPIOR WALL FINSHE.-,
E
TE
bN24" CONCRE TIE 15EAM
wl (2) #515 TOP 4
icI#3ST[PRUI`E@
'12) 70.)C.
TOP @ +0'-0" fini5h floor
8N25" (3j-COUP51f) BOND
SEAM wl (1) #5 cont. TOP
BOTTOM - PRECAST
LINTEL AT OPENINGS
refer to rChdClUe * dCta115
TYPICAL 5" C.M.U. MA50NPY WALL w/
5,3a. LADDER TYPE HORIZONTAL
REINFORCEMENT AT EVERY OTHER
COUR5E (I G` O.C.) * #5 vert. IN FILLED
E
2
z
>
CELL COLUMN AS INDICATED ON PLANS
—FILLED CELL COLUMNS SHALL BE
T
LOCATED MAX. 41-0" O.C. * ...
z
C
a) EACH SIDE Of ANY OPENING
I?) AT ALL COPNER5
c) AT ALL WALL ELEVATION CHANGES
cl) AS INDICATED ON PLAN
z
z
7,
<
U
<
#5x50` PEBAR LAP 30" wl
FILLED CELL COLUMN STEEL
E
U
GYP-CRETE OVER 3/4" T*G PLYWOOD 51JEFLOOP
ATTACH
9
or,
nm
wl #8 x 1 3/4" WOOD ECREW5 (min.) @
.4
gul
G` c.c. EDGE * 12" o.c. FIELD - REFEIR TO
gg
ARCHITECTURAL5 fOP FURTHER SPECIFICATIONS
TYPICAL POP ALL SUI3fUDORING
ATTACHMENT
...........
;:L0 W
Z
�2x P.T.11ONT.
NAILER
I I
11 FRE ENGINEEPqq FLOOR
z
TRUSSES @ �4` O.C.
W
TYPICAL MA5ONRY CONSTPUCTION
(a5 de5crilbecl above - typical at
CON5TFLJCTION BELOW THE LH5M
511EARWALLS) - ANY MASONRY
NOT A550CIATED WITH A
SHEARWALL SHALL BE FKANGIELIff, AS
REfER TO ARCHITECTURAL-/
PLANS fOP INTERIOR 4 DETAILED 13ELOW
EXTERIOR WALL FIN151JE5
ALLOWED 1_115M
I G.501 NAVD U
T
STANDARD 191
HOOK
I G" AUGER-CA5T PILE 4
24"5ct. TRANSITION CAP —
refer to plan5 4 detaiI5
A
09
W) E.
IZ.
04
0
0.
g
on
040.
1?
�;) �
EA
S
on
4
P
r,
W
C_�
Ix
lolol;,y fini5h floor
LAP VERTICAL STEEL
A MINIMUM Of 45
7-j
��__>
15AR DIAMETERS
C-3
C"
4" thick 3000y
51 CONCRETE 5LAI5 -
c
fII5ERME5h RE
Nf. - FRANGIBLE
r
SAW CUT into
x5max.SECTION5
refer to Iva
for cut locaoon5
TYPICAL WALL 5ECTIO
5CALE: 112" 1'-011
4" thick 3000p5i CONCRETE
SLAB - FIBEIRMESH RE INF. -
FRANGIBLE - SAW CUT into
5x5l max, SECTIONS - refer
to plan5 for cut locatiori
dcan tf,rmite trleaQ 1��,,r
4" STEP
5mil VISQUEEN (or equivalent)
VAPOR BARRIER & TERMITE
TREATMENT REQUIRED UNDER ALL
INTERIOR SLABS & FOUNDATIONS
N
C)
REVIEWED FOR
COIDE COMPLIANCE
ST. LUCIE COUNTY
SOCC (-Z" lz�
0- 1
0
>
0
TA F _0 ARR�
L)
-7
U
TYPICAL HAD
5CALE: 3/4"
8`0' THICKENED EDGE 11"i.0
*f'RANG15LE* Cn U �-4
+W
C4
TRAN51TION aj Mel
r, 7. - PROJPCT NO.
18-022
—10
Z
1E
M
2
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
191
ROOFING
ROOFING MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS REQUIREMENTS TO MEET THE SPECIFIED DESIGN
WIND SPEED UPLIFT REQUIREMENTS.
ROOF ZONE
& FLOOR
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
Zone 1 — 2nd Floor
29.8 psf
47.4 psf
Zone 2 — 2nd Floor
29.8 psf
82.4 psf
Zone 3 — 2nd Floor
29.8 psL___[
82.4 Psf
COMPONENTS & CLADDING
EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER
MANUFACTURERS' SPECIFICATIONS TO MEET THE WIND PRESSURES
SHOWN (FIRST FLOOR ON PLAN AT RIGHT, ALL CLADDING SHALL
MEET OR EXCEED THE DESIGN PRESSURES LISTED BELOW.
POSITIVE
NEGATIVE
WALL ZONE
PRESSURE
PRESSURE
Zone 4 — (interior zone)
51.7 psf
56.1 psf
Zone 5 — (end zone)
51.7 psf
69.3 psf
Ist/2nd FLOOR
a —
5.0'
(10% of
50'
least
horz. dimension)
3rd FLOOR a =
3.0'
(10%
of 30'
least
horz.
dimension)
COMPONENT/CLADDING CALCULATIONS BASED ON ASCE 7-10 with
170 MPH Vult, EXPOSURE D ENCLOSED, 30' MEAN HEIGHT, 5:12
PITCH, with Kd=0.85 using the ALLOWABLE STRESS DESIGN method
CONSTRUCTION SET
ALL
to TYPICAL
#5
SKLT
�zijo�c.
CELL
STANDARD
HOOK
.. ... ... ... ...
4" frjri,�LMS
. .. ................. ...
IL
f 5�6L
_-4LA
El
_4
an ible
_4
@ 15.f.f.
TOP of BEANA
�TAN DARD
T
@ 12-0 5.F.F.
q
HOOK
. .... . ....... ..... . . .... .....
5TANDARE)
HOOK,
22" x 24" deep FOOTING w/ (3) #5'5
CONT. (top bottom) * #3 5TIRRUP5
@ I G" O.C. TYPICAL at ALL SHEAR
WALL5 ELEVATOR WALLE,
22" x 24" deep POCTING
wl (3) #5's
CONT. (top * bottom)
* #3 STIRRUPS
@ I G` O.C. - TYPICI
L at ALL SHEAR
-,,,--TRANSITION
WALL5 * f I
fVATCR WALLS
ji,
STEEL (G) #55 24 -- ----------
24'�<30'x24"
5"
1
TYPICAL 3" min. PROTECTION
FOR ALL REINfORCEM
fNT STEEL
TYPICAL AUGER3A5T
REfERT
F�LE
DETAILS
G"
51�IEAR WALL IFOOTING
PATIO BEAM - REP ER TO
SCHEDULE SHEET 5-4____�
TOP @ -0-G' D.F.f.
(23.5 N.A.V.D.)
FRANGIBLE MA50NRY WALL
STRUCTURAL CONCRETE
COLUMN BEYOND
5TRUCTU PAL CONCRt7If
SLAB wl #4'5 12" o.c� E.W.
TYPICAL &X 14" MIN. cleelf,
CONCRETE BEAM
wl (4) #5'5 ll�
#3 5TIPRUP5 @ I G" o.c.
a
TYPICAL FILLED CELL
Tc 11
COLUMN (beyoncl)
2500 FEI min, CONCRETE
FPANG113LE CONTINUOUS STEPS
FOOTING
TYPICAL FILE t-TKANSITION TYPICAL 3" min,
CAP BEYOND PROTECTION FOR ALL
____MINI`OPC1MENT5TEEL
G`x 12" deep PAD `OOTING—
wl (3) #5'5 (each way)
I TKAMSITION
SCALE: 3/4" = I'-01'
I G" 5quare x 12" deep FAD
FOOTI ING wl (3) #55 (each 'way)
8`x 12" MIN. deetp CONCRETE
SEAM (a bove) wl (4) #56 - PEfER
TO SECTION FOP DETAILS
PATIO SLAB
(ABOVE)
5TU13 5TEFS STEEL INTO
13EAM G" max. - REFER TO—�,
SECTION POP DETAI.L5
BEAM ABO VE (tylpical)—\
FILING, CAP COLUMN
(typlcA)
77) — — — — — — --- — -
PATIO BEAM - REP ER TO
SCHEDULE SHEET 5-4---_�
TOP @ -0'-G" 13.f.f,
(23.5 N.A.V.D.)
FRANG113LE MA50NPY WALL
5TRUCTU PAL CONCRETE
#5 50TTOM STEEL @ 5" o.c, COLUMN BEYOND
EXTEND INTO 13EAM G" max.
45 DOT70M STEEL @ 8" o.c.
_(2) #45 (G" 5EFARATION)
TYPICAL AT EACH TREAD
PfffER TO ARCHTECTURAL
43 TIE BAR (typical) DRAWINGS FOR TREAD AND
REEK DETAILS
Co
TYPICAL 8N 14" MIN.
deep CONCRETE BEAM
wl (4) #5'5 �
#3 5TIPRUP5 @ I G` o.c.
` INAL TREAD FOOTING
I 2`x20` deep CONCRETE
` OOTI NG wl (4) #55 * #3
5TI RRU P5 @ I G" o. c. TYPICAL PILE 4 TPAN51TION
CAP - REP ER TO PLAINS
DETAILS FOR EFECTICATION5
IT �40 REFER. TO ARCIflTECTUKAL
I
G.- Z-O" 1 _01
DRAWINGS POP LANDING
DETAILS * 5PECIFICATION5
C\j
#5 130TTOM STEEL @ 5" o.c.
EXTEND INTO SEAM G" max.
CONTRACTOR SHALL COORDINATE ALL DETAILS AND EXTERIOR 9TEF,5 LOWER 5ECTION
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. SCALE: 11211 = 11-011
L
sp
N§
ISLE FOOTING
deep CONTINUOUS
FOOTING vvl (2) #5'5 cont.
(-Oil
--- — ---- ---- - --------
�TYPICAL FILLED CELL
�1�t) COLUMNS w/ (1) #5 vent.
fKANGOILE FOOTING
12"x 12" deep CONTINUOUS
FOOTING wl (2) #5'5 cont.
%
L
fd
b
z
�I`CFM-FOUP CONCRETE
COLUMN - REIFEP TO PLAN
—4 SCHEDULE FOK DETAILS
LANDING @ -01-7 E.F.F.
REFER TO ARCHITECTURAL
DRkvvING5 I OF MANDPAIL5
AND GUARDRAIL DETAILS
AND EFECINCATION5
#4 50TTOM STEEL @ 10' o. c.
/—EXTEND INTO 15FAM G" max.
#5 BOTTOM STPPI
O.C.
(2) #4'5 (G" SEPARATION)
TYPICAL AT EACH TREAD
REMP TO ARCHITECTURAL
#3 TIE BAR (typical) DRAWINGS FOR TREAD AND
P15ER DETAILS
CO TYPICAL 5`x 14" MIN.
deep CONCRETE BEAM
w/ (4) #5'5
#3 STIRRUPS, @ I G" o.c.
P NAL TREAD POOTING
2`x20` deep, CONCRETE
FOOTING (12" below cjrade)
REP EIR TO SECTION
EXTERIOR 5TEP5 fOUNDATION
5CALE: 112" = 1 1-0"
2500,1`5�jnm. CONCRETE—/
STEPS
VYFICAL FILLED CELL---��'
COLUMN (beyond)
T,fPl
GAL-&x 14" M IN, deep
!,;ONCPETE BEAM
: ' w/ (4) #5'5 *
#3 ��_11`5 @ I G" o.c,
LANDING (STRUCTURAL SLA15)
- RE FEIR TO LOWER 5ECTION
FOR DETAILS
EY D
BEAM (13 ON
P Iff EP TO LOWER
SECTION POP DETAILS
0,
0
k1l I d I
<
S
;:64
Z
te,
"g, C')
E.
0.0 Ln
�* � 'WE
ON
in
Z �- "'
U�
C-1i
Z,,
U
C)
1.4
a)
17:�
TYPICAL FILLED CELL
COLUMN (beyond)
0
0
LT�
TYPICAL 3" min.
PROTECTION FOP, ALL
REINFORCEMENT STEEL .. ........
0 0 0 �61
1 G`x 12" deep FAD 'OOTING
wl (3) #5'5 (each way)
7
U
Z m
C)
I G�
REVIEWED FOR
CODE COMPLIANCE
ST.; LUCIE COUNTY
PROJEC T NO
IL (m ki, 18-022
EXTERIOR 5TEF5 UFPER 5ECTION SHFF-
SCALE: 1/2" = I'-011 S-11
E
0
0
z
(2) 2�8 P.T. LEDGER �CR
To
GYP-CRETE OVER PLYWOOD
STRINGERS - 55CURI
5UBFLOOK
CONCRETE SPAM / (2)
1 /4" TAPCON5 @ I G" o.o.
TRUSS LEDGER - REFER TO
TYPICAL WALL SECTION
PLANS FOR DETAILLB TREADS � R15EFZS
PLANS PON DTAL`B
WOOL) FLOOR TRU55E5 1 L
P
APCH�TECT - 'It
A 'T
q15h
BY OTHERS
ARCH TECT or E .LCE,
AR rip
I
REPER TO APCMITECTURAL
p
BE REFER
C ONC�F AM
CONCRETE SEAM - REFER PLANE FOR DETAIL-9—\
TO TYPICAL WALL SECTION
To TY 'CAL WALL SECTION
t PLAINS FOR UP TAILS
t PLANE FOR DETAILS
x GEP5 @ MAX
2� 12 5TRINGER5 @ 10 MAX,
2 2 5TP N 10�.
F N15H PER ARCHITECT or BUILDER -
It �
)
REFER TO ARCHITECTURAL
'or
PLAINS FOR
5 _ RD
C 0 1
DETAILS COORDINATE
FINISH HEIGHT
5H H EL T
PC T RA D�V IN 5
ARCHiT ECTURAL DRAWING
2xC JOISTS @ 10 ox. MAX.
2�G J015T (deot) -
STRINGER AS
NECE55ARY
DOUBLE 2X4 TOP PLATE
COO DINATE HEIGHT �/
ACHITECTURAL DE51GN
2�4 PARTITION
I G'oc FRAMING
BALLOON FRAME
TO STRINGERS
MASONRY EHEARWALL REFER
2�4 FEARING WALL DOUBLE STUD
TO TYPICAL WALL SECTION 4
1 G� ox. FRAMINO r,,q po,rt)
PLANS rC
2�4 P.T i0lf 114"
12" o.c. MAX.
... ... ... ... ... ... ... ... ... ... ... ... .. ... ... ... ... ... ... .. .. ... ... .. . A
.. . ...................... . ............... . .. .. .. ..
... ... ... ... ... ... ... ... .... .... .. ... ... ... ..................... ............ .. ... ... .... .. ... .. ... ... ...
... ... ... ... ... ... .. ............................
W framq,ble SLAB
@ -I I --O�, 5.f.r.
INTERIOR 5TEP5 5ECTION - lower
5CALE: 1/2" = '-0`
CONCPLTE DEAM - KIffff�pl
TO TYPICAL WALL 5ECTION
PLANE GOP, DffTAIL5
TFRANGIBLE MA50MRY WALL
REFER TO TYPICAL WALL
SECTION - PLANS FOR DETAILS
TREA05 * RL5ER5 per ARCHITECT - FIN15H
PEP ARCHITECT or 5UiLDER - REFER TO
AWNITECTURAL PLANE FOR DETAILS
2x 12 5TRI NGER5 @ I W P - MAX —\
GYP-CKETE OVER C
5TRUCTUPAL SLAB ONCRETE CONSTRUCTION SET
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
CONCRETE 5BAM - REFER
TO TYPICAL WALL SECTION
* PLANE FOR DETAILS
4�4 P T P05T TO
LANbNG Nbo,e)
GYP-CRETE OVER PLYWOOD
TRUS5Lff[)GFR-RfFERTQ---,.
TYPICAL WALL SECTION
DOUBLE STUD COLUMN
PLANS FOR
k I ik\
WOOD FLOOR TRU55B5
TO LANDING (�bove)
or OTHERS
1UIIiDER
7
7--�
FINISH PER ARCHITECT or
CONCRETE SPAM - "FER
- RfFER TO ARCHITECTURAL
TO TYPICAL WALL SECTION
P
PLANE FOR DETAILS
'LAN5 0
C OORDINATE `IN�5tl
��JT
ARCHITECTURAL DIP
RAW NG5
2xG DAND J015T
2.G JOISTS @ I G` ox. MAX.
J
2x8 LEDGER FOR
5TRNGER5 - SECURE TO
SPARING WALL FRAMING
DOUBLE 2�4 TOP PLATE -
COORDINATE HEIGMT
(2) 2x5 F.T. LEDGER - ATTACH
ACHITECTUFAL DE51GN
TO MA50NRY 5HEARWALL / (2)
114" TAPCON5 @ I G'� ox. MAX,
2x4 DEAPING WALL
FIN15H PER ARCHITECT , BUILDER I G'o.c. FRAMING
- REFER TO ARCH ITECTURAL
FLAN5 FOR DETAILS
COORDINATE TNIEH HEIGHT./
or B
TEE
D
HE
T
T
IG
L
U
Al
H FTE.L
US
D R
C PA
G
ARCHINFECTURA4
L DRAWINGS
2�5 LEDGER FOR 2x4 F.T. SHOE
o
F "GERE' ECURETO
'Tp
MING
2x.G JOISTS @ I G
ox. MAX. 5TRINGER5 - SECURE TO TAPCON5 @
2�C LANDING�P�RAIVIING 12" o.�o MAX.
_ - - - ------
W- fran,Lle SLAB L
r-O, B.r.r�
.. ... . . .. .. .. .. .. ...
P T �'Pnr " FOR FIRST
2�4 P.T. CLEATS wl 1/4" 2x5 P.T. J015T TO FOR FIRST STEP SUPPORT LANDING
TAPCON5 Into FRAMING � R]P TO APPROPRIATE DEPTH - REFER TO
FRANGIBLE SLAB ACHN-SCURAL DRAWINGS FO� HEIGHT 4 FINISH REQUIREMENTS
INTERIOR 5TEP5 5ECTION - lowar
5CALE: 1/2" = P-0`
... .. ..... .. .... .
......... .......... . ...... . ..... .... .. ..... .... .....
2xG @ G` O.C.
INTER �DIATIF I
2x5 LEDGER FOR
---5TPINGEP5
IN M
2x5 LEDGER FOR
5TPJNGEP,5
13ALLOON FRAME FARTITIONLfbecLwatir,3er)
2x4 15EAP(NG WALL 1��
LI I G` o.c. ` RAMING U
W`
DOU13LE 5TUD COLUMN
2xb F.T. J015T TO FOR FI R5T STEP 13ALLOON fIRAME TO
SUPPORT LANDING FRAMING - RIF NEXT LANDING
TO APPROPRIATE DEPTH - REFER TO
ACHITECUIRAL DIRAVVING5 FOP
HEIGHT * FINISH [REQUIREMENTS 10
INTERIOR 5TEF-9 fKAMING - lower
5CALE: 1/2" = '-0"
1 L2
I<
jaz
MA50NRY 5HEARWALL - REFER
TO TYPICAL WALL SECTION
PLANS FOR DETAILS
,—(2) 2X5 P.T. LEDGER -
ATTACH TO MA50NRY
5MEAPWALL wl (2) 1/4"
2xG @ I G` ox— MAX.
TAFCON5 @ I G" o.c. MAk
INTERMEDIATE LANIVING
MA5ONRY5F1fAPWAU_
- REFER TO TYFI CAL
WALL SECTION * PLANS
`0P DETAILS
U
-6
CZ
5TPLJCTLJKAL SLAB
LANDING - REFER TO
LOWER 13EAM PLAN
4x4 P.T. POST on TOP
OP CONCRETE 13EAM
(SUPPORT FOR NEXT
LANDING)
CONCRETE 15EAM -
WEIR TO TYPICAL
WALL 5ECrION $
PLANS FOR DETAILS
) 2x8 P.T, LEDGER FOR
i,�INGEP5 - SECURE TO
�CRETE BEAM wl (2)
'TAPCON5 @ I G" ox
GYP-CRETE OVER PLMOOD
5U5PLOOR
WOOD FLOOR
TRUSSES BY
OTHERS
CONCRETE SEAM � REFER—/'
TO TYPICAL WALL SECTION
PLANS FOR DETAILS
MASONRY EhfARWALL - REFER
TO TYPICAL WALL SECTION
PLANS FOR DETAILS
2x8 P.T. LEDGER
SECURE TO CONCRETE wl
(2) 114' TAPCONS @ I Z'ox.
PAD -OUT LANDING
./ (2) 2� 12
TREADS * R15ER5 per
ARCM�TECT - FINISH FER
AKCd TECT or BUILDER -
REFER TO ARCHITECTURAL
PLANE FOR DETAILS
2x 12 STRINGERS @ I G` ox, MAX,---\
2xG J015T5 @ I G" o, MAX.
(2) 2x5 LEDGER
(2) 2�6 P.T. LEDGER - ATTACh�
TO MA50NKY SMEARWALL / (2)
114" TAPCON5 @ 1 MAX,
DOU15LE STUD COLUMN
(from I beow)
2xG DAND J015T L6e�t) -
NOTCH STRINGER AS
NECE55ARY
TREADS * RISERS per ARCHITECT - FIN15H
PER ARCHITECT or BUILDER - REFER TO
ARCHITECTURAL PLANS FOR DETAILS
THESE INTERIOR STAIRS DETAILS ARE
K1TP_r\inP-n Tn F)P_KAnK1qTPATF qTPHrTHPAI
2.12 5TRNrffR5 @ I G" ox. MAX,�
ASPECTS OF CONSTRUCTION. THE FINISH PEP, ARCFrTfCT or BUILDER
- REFER TO ARCHITECTURAL
CONTRACTOR SHALL COORDINATE WITH PLANS FOR DETAILS
COORDINATE FINISH HEIGHT w;
THE ARCHITECT WITH REGARD TO FINISH ARCHITECTURAL DRAWING5
MATERIALS AND ADJUST HEIGHTS AND T1?ICAL MA50MIY WALL
RIrrR TO TYPICAL WALL
DEPTHS ACCORDINGLY. 5VCTION * PLANS FOR 2xG JOISTS I G' ox. MAX.
DETAILS
2x8 P.T. LEDGER
ATTACH TO MASONRY
EHEARWALL vV (2) 1/4"
TAPCON5 @ I G' ox MAN.
---------------------
CONCRETE STRUCTURAL
5LAD - refer 'o Fj�r, 4 ae'lle
CONCRETE 15EAM - PETER
TO TYPICAL WALL SECTION
4 PLANS rOR DETAILS
FRANGIBLE MA50NRY WALL
REFER TO TYPICAL WALL
SECTION 4 PLANS POP, DETAILS
. ... .. .. .. .. . ... ...
THESE PLANS ARE NOT FC
CONSTRUCTION UNLESS STAIV
"Construction Set", DATED, SIGN
SEALED BY THE ENGINEER.
CONSTRUCTION SHALL BE IN CON
WITH ALL JURISDICTIONAL PEF
CONDITIONS AND CONTRACT DOC
—2�G LEDGER FOP,
STRINGERS -SBCLIKE TO
2�G LANDING FRAMING
2x I 25TRINGER5 @ 10
o.c, MAX.
2� F.T. FIRST RISER - RE
TO REOUIRED DEPTH
2�4 P.T. CLEAT - SECURE
TO ERUCTURAL 5LAE,,/
/4" TAPCON5 @ 12 � c.
CONCRETE BEAM - REFER
TO TYPICAL WALL SECTION
4 PLANS FOR DETAILS
CONCRETE STRUCTURAL
SLAB - refer to L�m5 4 de�,15
5IMP50N GAS (or \\ZCNCPPTC BEAM' PtrI]p
.,Iu4 / (4) 5D5 TO TYPICAL WALL SECTION
5CREW5- TYPICAL 4 FLAN5 FOR DETAILS
AT EACH 5TPINGER
INTERIOR STEF5 5ECTION - upper
SCALE: J2" = '-0'
FIN15H PEP, ARCHITECT or BUILDER
- REFER TO ARCHITECTURAL
FLAN5 FOR DETAILS -
COORDINATE FIN15H HEIGHT./
ARCHITECTURAL DRAWNG5
2.G SAND JOIST
2x5 LEDGER FOR,
5TRINGEP5 - SECURE TO
SPARING WALL ` RAMING
DOUBLE STUD COLUMN
(f,.. -rd,-q �60.)
GYP-CRETE OVER PLYWOOD
5UDFLOOR
TRJJ55 LEDGER - RtffER TO
TYPICAL WALL SECTION �
PLANE FOR DETAILS
k\ I
WOOD FLOOR TRUSSES
By OTHfR5
TO TYPICAL WALL SECTION
* PLANS FOP, DETAILS
(2) 2.8 LEDGER
4�4 P.T. P03T
(f,om rNiing reII
INTERIOR 5TEF5 5ECTION - upper
5CALE: 112" = 1 1-011
L
.
. ............. . .
(2) W P.T� LEDGER -
ATTACH TO TYPICAL:..........
24, 9 1 IS'! o.a. MAX,
2x 12 STRINGERS
@ I G"o.c. MAX.
2x(
@ I G" o.c
MAX.
MA50NKY WALL wl (2) 1/4"
INTERMEDIATE LANDN
INT7�MEDIATE
TAPCON5 @ I G" ox. MAX.
_\NDING
�&G LEDGER FOR
STRINGERS
r
2x4 CRJFFLff WALL
EXTEND LEDGER
I G" o. c. FIRAM ING
ATTACH 5TPINGEP
�x 1.2
rRINGERS
2x4 P.T. SHOE
DOUBLE 5TUD COLUMN
@ I G
c.c! MAX.
from landme� below
2xG DAND J015T over (2)
- 6
2x5 UEDGEIR
IN
SIMPSON GA2
FRAMING ANGLE AT
z
EACH STRINGER
C\j
BUILT-UI` LANDING
5TRUCTURAL SLAB
5TPUCTUPAL5LAI3!-
'T UTU P
UIFEP TO SECTION
(front balcony)
REfE
LANDING - WEPTO
LANIINGI
DETAIL
I
I LOWER DEAM PLAN,
CONCUTE 5EAM -
PIEPER TO TYPICAL
WALL SECTION
PLANS FOR DETAILS
INTERIOR 5TEPS
I A
fFIJAMING
upper
57RUCTURAL SLAB
to.
5CALE; 1/2" = 1'-0"
LANDING - REFER
�,l �0
CONCRETE DEAM -
REFER TO TYPICAL
WALL SECTION *
PILAN5 POP DETAILS
(2) 2x8 P.T. LEDGER -
ATTACH TO MA50NPY
SHEAKWALL wl (2) 1/4"
TAFCON5 @ I G" o.c. MAX.
,4x4 F.T. POST
- from andmcj below
all
j
C'
T
E <
0
Z
7
0 0
<
0 �e U
< <
M U <
L)
L)
C)
G
Ln
00 z
rl� No
C"i 0
Cn
94
40
Cn
0
C
4--)
Col
U
U
II-�
41
PRO�ECT NO
18-022
�HFFT
S-12