HomeMy WebLinkAbout37765 Dusty Saddler Ln340�MADISON IV CMU
GaraaeLeft- Elevation B
SHEETINDEX
NUMBEFR:
5L4EET NAME;
W-IBER:
51WEE7 NAME:
C6_
COVER 544EET
C5 3
5MAPE FOOTAGE CALCULATION5
E 1.0
ELECTR�CAL PLAN$ FIR5T FLOOR
F-1,10
FOUNDATiON - 5LAI5 PLAN
E:2_0
ELECTR CAL PLAN5 5ECONE) FLOOR
A-IjO
FIR5T FLOOR PLAN
A-3-2
M15C DETAIL&
A-20
5ECOND FLOOR PLAN
A-33
M15C DETAIL5
A-3.4
MW DETAILS
A-3.40
FRON7/REAR ELEVATION5 J/ROOF PLAN
A-3.41
51DE ELEVATION5 J
A-4.0
BUILDING 5ECTION5
ENERGY REQUIREMENT 5r—WEE)ULE
EXTERIOR WALL15 MF.411E)
EXTERIOR WALLS (BLOCK)
ATTIC CEILW.
GENER,4L NOTE5
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMW
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED A SUPPLE�ENTED BY THESE
WINDOW INSTALLATION:
PLANS.
L WINDOWS 5"ALL ME INSTALLED AND FLASHED IN ACCORDANCE WIT" THE
MANUFACTU ERS WICTTEN INSTALLATION INSTRUCTIONS. LRITTEN INSTALLATION
3� DUCTS IN THE GARAGE AND DUC75 PENETRATING THE WALLS OR CEILINGS
THESE PLANS HAVE BEEN DE51GNED TO MEET THE REQUIREMENTS OF
INSTRUCTIONS SHALL ME PROVIDED BY THE MANUFACTURER FOR EACH WINDOW
SEPARATINC, THE DLJELLIW, FROM THE GARAGE $WALL ME CON5TRUCTED Or A MIN
2023 FLORIDA BUILDING CODE, RESIDENTIAL 8TW EDITION
-26 GAUGE (0.48 � SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
OCCUPANCY, 5INCLE FAMILY RESIDENTIAL
FLOOD ZONE REGUIREMENT5,
HAVE NO OPENINGS INTO THE GARAGE.
1. PLAN MEETS OR EXCEEDS FEMA FLOOD FINSWED GARAGE FLOOR ELEVATION
T'�T ON-
4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOCIR MECHANICAL SY67EMS SHALL BE
1. T�E'!�. L' L BE SEPARATED FROM THE RE510ENCE AND ITS ATTIC AREA
5ATW AREAS
IN ALLIED ABOVE T E BASE FLOOD ELEVATION AND SHALL ALSO CCINFORM 70 THE
5T W
By NOT LESS THAN 1/2 INCH (12.7 -) GYPSUM BOARD APPL ED TO THE GARAGE
1. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS SEE
MANUFACTURER'5 INSTALLATION INSTRUCTIONS.
SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
DETAILS
HABITABLE ROOMS ABOVE By NOT LESS THAN 518 INCH III -) TYPE 'X" GYPSUM
5. ALXILIARY DRAIN PAN CATEGORY IV CONDENSIW, APPLIANCES SHALL BE
50ARD OR EQUIVALENT. WHIERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY,
K17CWENS,
PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDIW.
THE 67FIJCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT
L INSTALL 2X6 BLOCKING AT OS' AFF ON CENTER FOR UPPER CA51NET
COMPONENT WILL OCCUR AS A RE5ULT OF STOPPAGE IN THE CONDENSATE DRAIN
LESS THAN la INCH III -) GYPSUM 50ARD OR EQUIVALENT
INSTALLATION.
PIPING 5Y5TE".TWE5E PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS Or 5ECTION5 M1411-3.
FXTFRIOR FINISHES
jlftA��NH�OWER AREAS
TIL CXNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE
5ER-CrEMENT. OR GLASS MAT GYPSUM BOARD rNO GREEN BOARD
r FANS AND VENT
C=NT APPROVED BUILDING CODE AND ASTM Ce26. INSTALLATION OF EXTERIOR
ALLOWED) IN COMPLIANCE WITH A57M C1288, C1325, OR C1170 AND INSTALLED WITH -0
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
LATHING AND FRAMING, APPLICATION REQUIREMENTS TO BE PER THE CURRENT
x I-IIIA" DAI'��ERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCRELUS W/
5Y5TEM SHALL BE DISCHAFrSED TO THE OUTDOORS AIR SHALL NOT BE EXWAUSTED
APPROVED BUILDING CODE AND ASTM C 1063
COATING SHALL ME L15ED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS,
INTO AN ATTIC SOFFIT, RIDGE VENT OR CRAWL SPACE.
AND WALL PANELS IN SWOLLER AREAS
LQ_Rf&fp_
2� EX"AU5T AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT ME
1. EACH BEDROOM MUST WAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF
TIES"ITE TREATMENT,
r
RE _IRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING LD141T AND SHALL ME
THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE 4
TERMITE PROTECTION SHALL BE PROvIDED BY REGISTERED TERMITICIDE6
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
MAXIMUM OPENING WEIGLIT OF 44' ABOVE FINISH FLOOR LINE CC- THAT PARTICULAR
INCLUDING SOIL APPLIED PESTICIDES, BAITING 5YSTEM5r AND PESTICIDES APPLIED
TOILET ROOMS SHALL NOT DI5CHARSE INTO AN ATTIC CRAWL SPACE OR OTHER
Room
TO WOOD, OR OTHER APPROVIED METHODS OF TERMITE PROTECTION LABELED FOR
AREAS IN51DE THE BUILDING
USE AS A PREVENTATIVE TREATMENT TO NEW DON57RUCTION. UPON COMPLETION OF
2. IN DWELLING UNITS U)HERE THE OPENIW, OF AN OPER45LE WINDOW 15 LOCATED
THE APPLIC47ION OF THE TIES61TE PROTECTIVE TREATMENT, A CERTIFICATE OF
3, DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL ME
MORE THAN 1; INCHES ABOVE THE FIN15WED GPADF OR SURFACE BELOW, THE
COMPLIANCE SHALL BE ISSUED TO THE MLILD(W� DEPARTMENT BY THE LICENSED
DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M[SO2451 THROUGH
LOWEST PART OF THE CLEAR OPENING OF THE LUINDOLU SHALL ME A MINIMUM OF 24
PEST CONTROL COMPANY TWAT CONTAINS THE FOLLOWING STATEMENT "THE
MII THE MAXIMUM LENGTH Or THE EXHAUST DUCT SHALL BE 35 FEET FROM
INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT
BUILDING WAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
THE CONNECTION TO THE TRANSIT:ON DUCT FROM THE DRYER TO THE OUTLET
PERMIT OPENINGS THAT ALLOW PASSAGE OF: A 4" SPHERE ULWERE 5UCW OPENINGS
BUIESTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS
TERMINAL, THE MAXIMUM LENGTH Or THE DUCT 5WALL BE REDUCED 25 FEET (162
AIRE LOCATED WITHIN 24 INCHES Or THE FINSWED FLOOR PER THE CURFiENT
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
FOR EACH 45, DEGREE (0.1-3 RAD) BEND AND 5 FEET (1524 -) FOR EACH W
APPROVED BU LDING CODE
SERVICES,"
DEGREE (1,6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEP71ON - WHERE A CLOTHES DRYER 500STER
I
FLA'44�
HVAC
FAN is INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUTT
1. FLASL'IWG 5WALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS DECK AND
jt.!ECnl�� gf
LCULATION5 FOR LEATING AND COOLING CAPAC171ES SHALL BE
LEWG7H Or THE EXHAU57 DUCT INCLUDING ANY TRAN51TION DUCT, SHALL BE
WALL INTERSECTIONS AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET
PERMITTED TO BE IN AOC4ORDANOE WITW THE BOOSTER PAN MANUFACTURER'$
AND AROUND ROOF OPENINGS
AT THE TIME OF APPLICATION FOR PERMIT
INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER B0057ER FAN 15 INSTALLED
AND NOT READILY ACCES515LE FROM THE ROOM IN LA41CW THE DRYER 19 LOCATED,
2, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SWINGLE
2 MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE
A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WWEFRE THE
FASHION IN SUCH A "ANNER AS TO PREVENT ENTRY Or WATER INTO THE WALL
REPAIR, AND REPLACEMENT LU17WOUT REMOvING PERMANENT CONSTRUCTION. OTHER
EXHAUST DUCT ENTERS THE WALL. THE LA15EL SHALL BEAR TWE WORDS "THIS DRIER
CAVITY OR PENETRATION OF WATER TO THE BUILDIW� 57RUI-TLJRAL FRAMING
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE
EXWAU5T SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOC15TER PAN.'
COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
BEING INSPECTED, SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE
WALL FINISH. APPROVED CORRO51ON-RESISTANT FLASWIW, SHALL BE INSTALLED AT
AT LEAST 30 INCHES (162 -) DEEP AND 30 INCHES (162z) WIDEI SHALL BE
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
ALL REQUIRED LOCATIONS PER THE OURREN7 AF";ZO,/Er.> BUILDING CODE
PROVIDED IN FRONT Or THE CONTROL SIDE TO SERVICE APPL ANCE
REQUIRED BY THE CURRENT APPROVED BUILDING CODE�
ISSUED: 4/30/2024
VERSION: 5.0
SQUARE FOOTAGE
AH4R AMU MANAGEMENT SO. FT
HEATED AREA
Sq. Ft.
MAIN LEVEL
545
5ECONDi LEVEL
1134
TOTAL AH411 80, IFT (SWCmwO
19TT
METHODOLOGY: ANSI ZN5-2D03
The 1*1,1 —a 0810"ed "rn the oulside-to-outside ol firarning. inckiding opli"I finished bas"Tent opbixs as
SIT— This area excludes stainivel at highest le"I ab�e grade, garage, cwered pabo/pmches.
(,(,,-.jjpL�'x1,.11TH PIRBI-"L�
ALL WORK SHkL!- CODE
COIDESCL
NATIONAL ELECTRIC C,0DF
AND THE CITY I-)p ZEPHY'�HILLS
ORDINANCES
N OER
Am
Aa 1A4(1q4
-3 7 76,5
'77 4'�,'
aw A$1 DEVELOMW
00 NOT VALE De,4066
VERIFY SULDW. CREMATICN V R
COWrWTOR 40 SITE FILANS
BEFOM C100STRrT TiESE
DRAwr.6 DO NOT c1mm
WECFIC K9011MATZIN FOR
ST111I E� ITO BE
PROVDED BY E14NNEER dF
IIECOW) Air, D*CI"APCY
Z*1606 01MECATION. ETC)
SETAM TWA ORA~ AND TA
AOWCWTED DRAW" dwILi,, SITE
PRAW1111" 5"1. 9E FIEPORTED T
CONTRACTOR T CNCE NO NO
C4*TfL0I0N SNALL PRXE
WL C411IIIECTIEl?. TIE
COWMACTOR ASSJVS 111E
eEaJIMT1EW§ OF LOCAL BULI
OFFICLALS 4 TO C01PLY STATE
BULD-6
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VERSION: 5.0]
�NU70VER SHEET
c; �s
SQUARE FOOTAGE CHART
ELEVAnONT
L-------------
SQUARE FOOTAGE
CONmucnO14 AREA CALCULATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
e43
5ECOND LEVEL
1136
TOTAL HEATSYCONSTRLCTION AREA (VAWCmW)
1979
METHODOLOGY: ANSI Z785-2DO3
The total area calculated trown the waude-to-oulsidle of franning, including optional finished basment options as
shown This area excludes stai—I at highest linrel ab— grade, garage, ciwered patio/porches,
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
67ARA&E
416
FRONT ( OVERED PORCH
42
TOTAL BUILDING DNELOPE (,%bCMW)
2497
COVERED LANAI
120
METHODOLOGY
Building Enviii"m Am: The total area calculated, inckiding Heated/Construction area as Calculated, and also
garage, c-ered patiolporches
-inckiding
MAXIMJM DEPTH
MAXIMUM HIDTH
"MAXIMUM Ek)ILDIN5 HEI&HT A.F.F.
ow A� OEIELOMW
00 NOT SCALE WIESE DRA~
VERIFY BAPM ORDITATM MTN
COORACTOR A0 YTE PLA45
BEFM CONSTRUCT TWESE
DRAW165 DO NOT COWAI�
SPECFkC WOWIATICN FOR
5TRICTLIZAL ELBIENTS (TO BE
PR7A= BY DC*M OF
INECON!D) A14T DISCREPANCI
,DMN"S, O1WfTATM EtC�
-M ORA~ AND
"'TAM TW
ASGOWTEP DR.*~ $.dik,, WrE
DRAWYA WALL BE REVVED To
CONTRACTOR 7 ONCE AND NO
C016TRIC ON 511,11.1 PROCEED
whL CONNECTED. TWE
CORMACTOR ASSUMIES 719
REN-OWABIL" 70 1W ALL
fiEdLAUETIEWIS OF LOCAL MOW,
CPC446 . TO C4C'Kl STATE
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VERSION: 5.0
SGKME FOOTAGE
CALCUATIONS
CS-3
lrk4--
A!5
21'-S" OVERA�L
S'-4" f-*� I
LANAISLAB
4' CCNCIMTE SLAB MK OVER 6 MiL
VAPOR VARRIER. SLAB -44ALL BE
OVER CLEAN COMPACTED FILL Ull
4" CONC AB M
5L IN
BERMESI4
W1 FIBER 1*514
L\&
LAll/-CApllAllDN
pvp
— — — — —
—
— — — — —
SECOND FLOM
SMITARf DROP
S 03/4
ELECTRICAL
CONDUIT FOR
ILTWVAC
C44M
BASED ON
LOCAIGN
CON ETE 5L45
CONCRE SLAB MIN OVER 6 MIL
Fr
VAPOR 84 ER. SLAB Si4ALL BE OVER
-,
CLEAN ACTED FILL LU/ FIBERIES44
D
kkh
MIFLOOR
11 cli
SAN TART DROP
L
IS
IS
PORCH 5LA5 F
CONCRETE IN OVER L
NALBAIM
V��14'
V
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'OR BARRIE 14A :;�V�E
5 LL
-AN COTIP ACTED FILL LU, FIBE
4
- - - - - - - - - -
- - - - - - - - - - - 4d
'IM-
coNcF4r
LAB
4' CONCFIETE BLI45
MN. R6 MIL
VAPOR 5ARRIER. tLAB
5�4AL OVER
----- CLEAN C12'XFAC:I�C
FJLL W, F sk
— — — — — — — — — — —
L
10
I -Y OPENIW
f. 4 -8" -4"
27 -8" OVEPALL
SLAB PLAN - ELEVATION V
11111ILE 11 "7)
MIKE 101,114
FOUND4TION f=L4N NOTE5
ALL WOW &4ALL ISE IN STRICT COTPLIANCE UTH BUIULDWS
OODE IMWENTIAL, 00 COLWY 5UILDM DEPARTMENT.
STRIP TOPSOIL, TIMES, STUMPS, ROOTS, ETC FROM ALL
AREAS UVRE CONSTRUCTION WILL OCCUR UXD
FILL 54ALL BE FIRMLY 071PACTED, CLEAR SANDCLAY
MATERIAL. FREE OF MOMS, ORSMIC MATTER OR OTIER
INTERIOR BEARING. LOCATIONS S40Ul-D BE COORDINATED
UI TRW MANUFACTURER 4 STIIUCTURk EW.INEER
PROVIDE SOL TIMATMEV AND VAPOR BARRIERS AT ALL
SLAW (WTRM
DO WT SCALE ORAKW.6
YERIFT BULOW, ORWATION WITR
COWTRACTOR AND WE R�
S� C4016TOrT T�ESE
DRAWfA DO NOT COW"
WECFC W01IM4ITION FOR WT
571XICTUR& ELSIM (TO BE
PRO�Om by so-EIR al
NEODIM) WT DIBOREPAICY
'DIME1604 OPWATCR ETC)
BETUM IWESE DRAW*" AD Ue
AS=IAIW PRANOW -Va WTE
DRAWW" &"IALUL BE REPOORTED
CONTRACTOR AT GNCE AV WO
CON15TOLCTION 5"1 PRIOCEED
LWM OPRMCTW� T�E
COWTRAVOR AWUMIIS TIE
IMSPOINNI&TTY TO MEET AU
MaAII OF LOCA� WL�
ORCIALS I TO COVLY W4 STATE
&KDP6 CODES
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two
F-1.0
HANDRAIL
1-1/21, MIN
W�SPASLE
—1,11>0tAIL,
1 1/4. MIN To
MA' t � MIN
CTIAI*TER�
I
-. ILI r:!..,L
CTION ft
PRO"DIF =AIL N C�I. .1.
T�E � APPR7AO SULCM �.
5TAIR QI,4GR4M
FLOOR PLAN NOTE5
PROVIDE 112' (MINKITI) GYPSLII 50ARD SEPARATION AT WALLS AND 518- TYPE X CEILNGS
IN TWE GARAGE ADJACENT TO UE MAN NOME AND ATTIC AREAS,
WASHING MAC44FE IS ALWAYS LOCATED LEFT OF THE DRYER LNLES6 NOTED OTHERW15E
ALL EXTERIOR WALLS ARE DRAWN AT 8' CM UJILES6 NOTED OTHERASE
ALL INTERIOR AND COMION WALLS ARE DRAWN AT 3 1,2' .111,556 NOTED OTWERUSE
�IEADER FOR FIRST FLOOR 15 AT 6 -V b/ S .4' CLG I SECOND FLOOR 15 AT I -V WV 8 CLG
WANDRAIL 4EIGWT $14ALL BE 3b'MEA9.RED VERTICALLY FROM THE NOSING OF TWE TREAD,
`-) DENOTES EGRESS WINDOW
OPT. BOOT BENCH DETAIL
M.S.
STONE VENEER —
PER CO"l SPEC5
S -4"
------------
LANAI
S"4' C1,6, AFF
CONCRETE
A/C PAD
LOCATION
v
T-fr
13
25 5H 'A.
DINING Roo�l
S-4"CLC'
VINYL PLAW,
<ITGI�EN
26 WALL;
'J'- 4' CLG
3.4 VVAY F,41-1 I L Y
VINYL PLAW,
Room
'3'-4* CLG
VINYL PLAW
F, 0
0
IU
5 -0" 4 -2"
III WALL 14T
42' 14 2x4 KNIEEUALL
—lu
13 10 s 1 6 5- 411 3
LAUNDRY
7- 1
t'-A"CLG
VINYL P.
--
y ORE CLG
L Tc
IILEF7
1�9 LNE
OF Q
Dj
WALL
------
PRDFT
XL-L----B
20 MEN. RATED
FWD c,
OCR
VINYL PLAW
GARAGE WALL$ C4
WITH
F
FE UvINGAREA'�%6r"""4N
1,21
2-C,4R
BOLLAR
, ON 5A' DRYWALL SEPARATION
rmrli
BASE PL
VE ;om`FNRE)G,4IR4GE
PT
13 -4' CLG AFF
CONCRETE
ENT
FRONT FORCIL4
9'-A* CLG F
CCNCRETE
— — — —
SET SOFFrT
---- -- - ----
AT 5'.0' WT
LNE OF 2ld FLR AWVE
-o". 1-0'0)4
RAGE DOOR,
IFIO
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2-10
ir. -0
4-11
21 -8'
214_81 OVERALL
FIRST FLOOR PLAN - ELEVATION V
mEW-twoU17)
sCmEiw-tNrpw
IMI " DMORW
00 NCTT VALE DRM*rA
VZRFY OULD66 ORWArON Ir
CONTRACTOR MET um PLAN5
BEFORE CONSTQJCTOt �E%E
DRAWINGS DO NOT COWAN
SPECIFIC INFORIATM FOR
STRCTJUl ELIRlDn (TO aE
PQDVOm a, 94�m OF
PEC40M) MY DOCIEPANCY
,Dt*.N�S OROITATON. ETCJ
BETWIN TWESE ORAWWA A14D T.9
DRAM" S4ALL BE RIEPORMD TO
CONTRACTOR 7 ONCE AND W
C"TPRIC ION bkAL. MIXED
LNTI. CAOWCTED. 74
COWMACTOR A-86LIPIES TIE
RESPOI TO �EE7 ALL
'EQWREMWTS OF LOCAL OU DIM,
OFFICIALS A TO CZM-Ly WM SIATE
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VERSION: 5.01
FIRST FLOOR PLAN
A-1.0
HANDRAIL
1-1/2" MIN
GRASPABLE
�,L.
MZ; 0
SECT PLAN
PROVTDE WANDRAIL K COr-�P. ul.
THE � APPROVED BUILDING C�E.
FAIR DIAGRAM
FLOOR FL,4N NOTE5
PRWOE V2* T1110W)GYPIWIM BOARD SEPARATION AT WALLS AND 5/8' TYPE X alLINGS
IN T�E GARAGE ADJACENT TO TWE MAIN WOUSE AND ATTIC AREAS
WASWW, MAC4411E 6 ALWAYS LOCATED LEFT OF TW DRYER tINLES6 NOW OTHERWISE
ALL EXTEROR WALLS ARE DRAWN AT 0' M LINI-ES5 NOTED MERWISE
ALL INTERM A14D CCMION WALLS ARE DRA" AT 3 W' UNILESS, NOTED OTHERWISE
LEADER FOR FIRST FLOOR IS AT 6 4' LV S .4' CLG I SECOND FLOOR IS AT I -V U 8 CLG
WANDRAIL WE1,3W .44ALL BE 3b'tlEA9JRED VERTICALLY FROM TILE NOSM OF TLE TREAD
`-) DENOTES MAE% WINDOW
DOOIl
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pftKAN
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ajaaamw. UP (1) LATE
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_i J i FR*o*,wALL5Al=:
5 sw I RIS
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5 ITE YL PLAW
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vINYL PLAW 0
so
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8 -0* CLG
4�
VNYL PLAW,
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BEDROOM 2
"r
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INYL PLAW
v INTL PLAW,
5/0.1/0
5�
SECOND FLOOR PLAN - ELEVATIONJo
romkiffil"ot-m
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IMI � DEVELORIENT
DO NOT SCALE 'WOE DRAWWA
"IRIFY BUILDING OR61ATION 01
CONIR�ICfon AND SITE M.ANS
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DPA*" DO NOT COWT�
WOF NFOWIATION FM ANY
STRCIUM ELBqM ITO BE
PROYDED BY DWEM OF
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(OMN&OW&OR6,1ATIONETC1
SETWEEN WIESE DRAWINGS AND T`E
AMMUTED ORMP" � &%
DRAW" SAALL N I&TORtED To
004MCIOR AT 042 AND NO
0041ITMICTION S"Ll FROM
.Nm CIPINIEC71D. TIE
CONTRACTOR A&IRMS TWE
FESPONWRY TO PEET ALL
PEOMFEtIENTS OF LOCAL allLDW.
OFFICIALS I TO COIrty ON STATE
M&DW, CODES
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VERSION: 5.0�
�owm I
SECOND FLOOR PLAN
V-2.0�1
--------------- - -
6' FRIEZE
FLASWW.
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ARC FAULT CIRCUIT NTERRUPTER PROTECTION SWALL BE PROVIDED AS REQUIRED
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ALL SMOKE DETECTORS SHALL BE WARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS RECUIRED IN NEC
2OX A) AND INSTALLED IN A READILY ACCESSIBLE LOCA71CN
17 5 THE RE5PCKI OF THE LICENSED ELECTRICIAN TO NSURE THAT ALL
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W% OF THE LAMP'S IN PERTIANENTLY INSTALLED FIXTURES SHALL BE
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SWITCHES TO BE 45" AFR
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ALL UARING TO BE IN ACCORDANCE WIT14 NEC
ARC FAULT CIRCUIT INTERRUPrER PROTECTICN WALL BE PROVIDED AS REQUIRED
IN NEC 210.12(A) AND SHALL BE INSTALLED IN A READILY ACCES615LE LOCATION.
ALL SMOKE DETECTORS WALL BE WARDUIRED INTO AN ELECTRICAL POWER
SOURCE AID SWALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS
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IT 15 THE RESPONSIBILITY OF THE LiCEN5ED ELECTRICIAN TO INSURE THAT ALL
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250.94
LUMNIAIRES IN CLOTHE$ CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF
NEC 410.16(A) 4 (B)
RECESSED Lr.4I TO BE AIR TIGHT AND IC RATED
W% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES WALL BE
Wr.4-EFFICIENCT LAMM
REFER TO ENERGY CALCULATIONS, FOR ADDITIONAL NFORMATION.
PROVIDE THE REQUIFED CLEARANCES AROUND PANELS AID DISCONNECTS IN
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES WALL BE TAMPER RESISTANT PER NEC 406,12.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) N A GARAGE SHALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE A14D NOT LE-% THAN ONE RECEPTACLE
OUTLET WALL BE INSTALLED FOR EAC14 MOTOR VE141CLE SPACE
AFCI PROTECTION - 210.12 (5) DUELLII UNITS. ALL 120 VOLT, SINGLE PHASE, 5 AND
20 AMP BRANCH CIRCUITS SUPPLYING CUTLET5 INSTALLED IN DUELLING UNITS,
FAMILY ROOMS, DINING ROOMS LIVING ROOMS, PARLORS, LIBRARIES, DENS.
BEDROOMS, SLNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
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JOINTS) OVER EXTERIOR
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12 PAM ELEVATIONS AND DEALS
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TYPICRLROOF IFIERPERSPEC
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PEC
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VERSION: 5.0�
DErAILS I
�A-3.4
GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 ft EDITION OF THE FLORIDA ONTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE
REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE.
2 THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
INCLUDE ARCHITECTURAL STRUCTURAL MECHANICAL. ELECTRICAL. AND CIVIUSITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAJLS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING.
6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR.
CONTACT THE ENGINEER.
7. CONSTRUCTION SMALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES. CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL P40T BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE L40DIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
8 THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT.
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS �CONCRETE SCREW AND UASONRY SCREW SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE ITTEN TURBO, GENUINE TAPCON, OR HILT] KWIK-CON 11,
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WT111 THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES.
11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOF TOP CHORD DEAD LOAD (TILE) _= 15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF
ROOF BOTTOM CHORD LIVE LOAD IWO STORAGE) =10 PSF
ROOF BOTTOM CHORD DEAD LOAD =10 PSIF
FLOOR LIVE LOAD =40 PSIF
FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF
FLOOR DEAD LOAD =15 PSF
DECK/BALCONY LIVE LOAD =40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
I
TOTAL LOAD
I
LIVE LOAD
I
MAX TOTAL
DEFLECTION
I ROOF TRUSSES
I LJ240
L/240
I FLOOR JOISTS/TRUSS
� L/360
i L/480
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/ir
2. ANY MEMBER SUPPORTING BRICKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L/600
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED
BASIC WIND SPEED 140 MPH
EXPOSURE CATEGORY �C
INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS �D
SEISMIC DESIGN CATEGORY
4. EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP_ =40 PCF
WALL BRACED AT TOP =55 PCF
5. GUARDRAIUHANDRAIL LOADING:
ALL GUARDRAILIHANDRAJLS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPL
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD- DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES QCC-ES) AC 273 - 'ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS.'
CONCRETE NOTES:
I . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER AGI 332 'RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM CI 50 "SPECIFICATION FOR PORTLAND CEMENT." CONCRETE
SMALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE
4 CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 'SPECIFICATION FOR CONCRETE
AGGREGATES.'
5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60.
6 REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
.DETAILS AND DETAILING OF CONCRETE REINFORCEMENr, ACI 315 - AND'MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES% ACI 315R.
7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB�0"RADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-112" MINIMUM COVER AT EXTERIOR CONDITIONS
OONCRIETIE FOUNDATKIN) AGW48T EARTH: 3-
FORMED CONCRETE 1 -M- (*5 REBAR OR SMALLER) 2- (#6 REBAR OR LARGER)
TOLEIRANOE. +/- 318"
8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS DIA SPECIFICATION.
CONCRETE NOTES (CON-nNUED):
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 25W PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI
11 CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING
CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN
SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO
WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY
TEMPLATE TO WITHIN A 1/8' TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS, PIERS AND WALLS. UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15 ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2* SLAB: 8 FEET D.C. EACH DIRECTION
4' SLAB: 10 FEET D.C. EACH DIRECTION
WELDED WIRE FABRIC (W.W.F.) SX6-WI.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTIA A -I 064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 112'TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM CI 116 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
16 CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE
CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE RRST POUR
OF CONCRETE.
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 'STANDARD SPECIFICATION
FOR CONCRETE CURING"AND ACI W8R "GUIDE TO CURING CONCRETE".
FOUNDATION NOTES:
1 . CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATIVE.
2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES
FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A
MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF.
3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.
FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE
SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNfCAL ENGINEER AND CLEAN UP SLOUGHING
BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER
COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE
CONCRETE IS TO BE PLACED; LAP ALL EDGES 6 INCH (MINIMUM) AND SEAL NTH ADHESIVE.
4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL 13E NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.O.
5� FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED
OTHERWISE ON THE DRAWINGS.
6 NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE
WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING
EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE INSPECTED BY THE
GEOTECHNtCAL ENGINEERJ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
8 A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK
BACKFILLING:
1 . DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED.
3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM DI 557), IN LIFTS NOT EXCEEDING 8 INCHES.
MASONRY NOTES:
1 . CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES"AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 530.1. "SPECIFICATIONS FOR MASONRY STRUCTURES.*
2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Fm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY UNITS SMALL BE LAID IN RUNNING BOND.
4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE $HALL BE TYPE M. ELSEWHERE MORTAR MAY
BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENT/UME OR MASONRY CEMENT FOR MORTAR.
5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSI.
6 STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.
7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
0, VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS
NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH (1)45 CONTINUOUS VERTICAL REINFORCING BARS..
9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP
SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125%
OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM
DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES.
BAR SIZE
LAP SPLICE LENGTH
BEND DIAMETER
ACI HOOK
*4
20'
3'
10,
#5
25'
3-3/4'
10M
#6
34'
4-IR'
11.
MASONRY NOTES (CONTINUED):
10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING�
I I GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR 'Low
LIFT GROUTING" OR 'HIGH LIFT GROUTING'AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING
FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WM4OUr MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12, LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH PM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3 4B -BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION."
WOOD FRAMING NOTES:
1 . STRUCTURAL SAWN LUMBER. STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.- INDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION." AND
SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
PLYWOOD."
1 ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO NOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS".
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.PLO.
S. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/2DiAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT,
4* (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S). LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"x0.229" WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING= 2'-O'O.C,
REFER TO 'PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2' ON
TOP, SIDES. AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NOA /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
Fs= 875 PSI F� = 425 PSI FT = 450 PSI Fc= 1150 PSI Fv� 135 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (a)-0.162-x2-1/2- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES:
F,= 1100 PSI F, = 565 PSI FT= 675 PSI F, = 1450 PSI F� - 175 PSI E- 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MKNKXLAM LVL PARALLAM PSL TIMBERSTRAND LSIL
E = 2000 KSI E 1800 KSI E 1300 KSI
F, = 2600 PSI F, 2400 PSI F, 1700 PSI
I') - 'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.11F IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23132 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0. 131 -x2-1/2- COMMON NAILS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH OC AT INTERMEDIATE SUPPORTS.
1 1.FOR INTERIOR WALL HEADERS PROVIDE (I)-2X JACK STUD AND (l)-2X KING STUD U.N.O. ON
DRAWINGS.
12.FOR EXTERIOR WALL HEADERS PROVIDE (I)-2x JACK STUD AND (l)-2x KING STUD, MINIMUM.
REFER TO CHART BELOW U.N.0 ON DRAWINGS:
WINDSPEED OF
< = 140 EXP. C
WALL HEIGHT
8FT
9FT
10FT
STUD
SIZE
HEADER SPAN
IT
4
IJ/IK
IJ/IK
1J/IK
6
1J/1K
1J/IK
IJ/2K
0
IJ/1K
1J/2K
IJ/3K
10
1 J/2K
1J/2K
IJ/4K
2x4
-
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1J/2K
1J/3K
IJ/4K
14
1J/2K
1J/4K
ENG
16
171513K
1J/4K
ENG
L
18
11 J/3K
ENG
ENG
WINDSPEEDOF
< = 140 EXP. C
FW HEIGHT
8FT
9F`T
1 OFT
STUD
SIZE
HEADER SPAN
IT
4
1J/1K
1J/1K
1J/1K
6
1J11K
IJ/1K
1J/1K
8
IJ/IK
IJ/1K
IJ1IK
10
IJ/IK
1J/IK
1J/IK
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1J/IK
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4IJ/IK1J/IK
18
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I 1.111K
13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16'O.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MIN.) @ 24- O.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDERIBEAM PLY COUNT WITHIN I1Z TOLERANCE (2-PLY STUD COLUMN MINIMUK. SOLID
BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(l).
17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
CONFORM TO ASTM D 5055.
JURISDICTION SPECIFIC NOTES:
1 . FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
BALCONIES A 1/2- (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2 THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURERS REGUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703 I
PRE-ENGINEERED ROOFTRUSS NOTES:
I . ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF
TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED
LOADS WITH ANSifTPI I "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER.
2, ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE
DESIGN CRITERIA NOTES SECTION.
3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES
FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE
THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED
4. TRUSS MANUFACTURER SHALL PROVIDE RANGERS AND CONNECTIONS ADEQUATE FOR LOADS
AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM. AND BEAM -TO -TRUSS CONNECTIONS.
5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES.
SPANS, DRAINAGE, BEARING WALL HEIGHTS. ETC.
6 THE POSI[TIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS,
ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN
OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC
ACCESS SIZE AND LOCATIONS.
7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING O.E. SOFFITS, PARAPETS, VALLEY FRAMING,
UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
1 MISPLACED DOWEL REPAIR THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMA30ND BEAM COMPLETE
GROUTING OF WALL.
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY 16' (H) x 4' (W) AT FLOOR LEVEL. DRILL AND EPDXY #5
REBAR (32' LG.) INTO THE THICKENED EDGE OF SLAB, LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WTrH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
KM CONCRETE:
A 1/2'x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1: 1 REPLACEMENT FOR A 112" DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO
CONCRETE.
A 1/2"THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4' MINIMUM EDGE DISTANCE AND
7-1/2' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
IINTO GROUT FILLED MASONRY CGIROMIJI:
A 1/2'x6"TITEN HD WITH 1-3/4* MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT N-8'
O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT AT 6-0" O.C.: LIKEWISE A
1/2*x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT Z-8"
D.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" OC
3 SIMPSON MASA SILL ANCHORS MAYBE USED AS AN ALTERNATE TO THE ANCHOR 13OLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
N
6-V
140
V-6*
I so
V-3*
NOTES:
1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
INSTALLED VERTICALLY ATTACHED TO STUD
4 MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO 'MISSED TRUSS STRAP REPAJR" DETAJL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 118'BUT LESS THAN 1-112' FROM
THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3- LG. NAILS). WHEN GAP IS GREATER THAN
1-1/2", INSTALL NEW ANCHORS.
5, MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANG REPAIR
1 5/8' NO REPAIR REOD
518" . OVERHANG < 1-1/2" GROUr SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
�1-1 /2" CONTACT ENGINEER OF RECORD FOR REPAIR
6 NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH
GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS:
OR WHEN A HOLE IS DRILLEDIBORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM
HOLEINOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"X1 -1/2' SDS
SCREWS. FOR MULTI -PLY ZX STUDS USE MSS2-'#"-SDS3 WITH (12)-1/4-X3- SDS SCREWS, WHERE
'#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP : A HOLE, CUFT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS
REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS
COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE
REQUIRED REPAIR IS A GALVANIZED I&GAUGE METAL TIE THAT IS AT LEAST 1-1 12"WIDE AND
MUST BE FASTENED NTH (8)-1 6D NAILS ON EACH SIDE OF THE OPENING.
000 Fieldstone
C.O.A.# ARCHITECURE: EN
AA26002802
C.O.E.# ENGINEE No. 860
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE OF
P.E.# 86025
05/24/2024
/ *10NAL
DATE
.6 E
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Michigan
3400 Aubum Rd
Suite 200
Aubum Hills, MI 48326
+1 248.622.4035
Florida
129D6 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 B13.466.3310
www.fieldstoneae.com
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PRECAST LINTEL GRAVITY LOAD TABLE 4.21
LOADS LISTED KAVE SEEN CALCULATED OR COW ILED FROM APPROVED MANUFACTURERS:
CAST-CRErE, LC1TrS CONCRETE, QUALITY PRECASTCO.
MAXIMILIMLOAD(PLI'l
PMX.CLEAR
TYPEA
8"UNTEL
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JrTVPfC
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216"
2231
3059
3719
328D
5163
6607
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9502
IOODO
3059
4605
5206
6313
7547
am
1100110
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316,
22"
2231
- 1
3069
3719
328D
5163
6W7
1054
9502
20000
am
am
5"
6w
7547
W74
wisis
10M
410,
1
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1783
2561
2751
32813
3820
41190
5961
71134
11107
2561
4605
5205
6223
7547
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am
"M
a- 6"
3! 2'
1343
1969
2110
2992
2931
3756
4576
5400
6224
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4375
5206
6w
7019
U72
sm
IM
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14'
1217
1349
143B
1716
2999
2550
3232
3696
4249
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470
*27
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am
01
1006
1349
1439
1716
2999
2560
3132
3686
4649
130
3m
4567
SM
47M
2017
W4
421111
51101
4! 6"
1
No
:LIO5
U73
160D
1532
2090
2549
3009
3470
"05
2622
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436D
B42
I 4M
51117
6M
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710
1232
2177
3736
34W
X31
3707
4383
SM.
1 IZ32
I Z77
2738
30D
53BI
samw
759D
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570
991
1729
2100
2632
22DS
2698
3191
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so,
2729
220
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1626
2564
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280
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3"
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9W
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6"
1160
N/A
1625
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28518
3302
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N/A
1843
25"
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535
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1 N/A
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2163
2535
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525
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261114
2293
2805
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N/A
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1075
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1428
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2326
2535
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i
we
me
2316
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12'8'
239
424
706
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1326
M97
2227
424
706
MIA
I=
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2w
2m
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114"
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N/A
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NIA
N/A
N/A
N/A
N/A
K/A
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N/A
nw
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17M
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2MO
15,41
14! 0'
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
INTA
7w
NIA
IIw
1391-
rlw
aw
ww
04'
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N/A
N/A
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N/A
N/A
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N/A
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N/A
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Im.
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I"r
19, 4`1
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N/A
A
A
N A
N A
N/A
N/A
N/A
N/A
A
2 V
4w
IN A
7w
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1177.
1415'
1675,
2D'(Y'
it all
N/A
IN
A
N A
INA
N/A
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WA
N/A
N/A
N/A
WA
=AN
aw
IN A
$90.
W.
3214*
law
1449*
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218'
N/A
A
N A
N/A
N/A
N/A
N/A
A
ZI0*
12V
PRESTRESSED 9 W/2" RECESS U-LINTELS
Type A= Unfilledno Rebar;Type 8 = Continuous Grout, Steel per Plan In Bond Beam Only; Type C= Conlinous Grout5leel per plan in Bond
Beam & Lintel
LEGEND
FMI 8x8 FILLED CELL W/ (1) - #5 REBAR
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r0-1 8XIB FILLED CELL W/ NO REBAR REOD
GIRDERS
PUJMBING WALLS (FOR REFERENCE)
----
BEARING/SHEAR WALLS (FOR REFERENCE)
45* CMU - FILL CELLS W/ #5 REBAR
ROOF BLOCKING
FILLED CELL W/ #4 REBAR
l2X12
IN WALL)
BALLOON FRAMED
2X12 FILLED CELL W/ #4 REBAR
WALLSAIIGHER BEARING WALLS
(11N COLUMN)
CONCRETE TIE BEAMS
ELEVATION INDICATOR
PLIUMBING PENETRATION FOR
DETAIL INDICATOR
FRAMING LAYOUT
LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
<�-- BRACED WALL LINE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
CITY
I
TYPE
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2875
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1920
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1110
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4
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8250 1
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6
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36
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3460
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14
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M
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19110
MTSIfi
14
D.141rxl-112-
--
990
W210-2
is
114" x 2 314'COt SCREW
35W
1800
10
0.148'. 3�
HTS16
32
0.149-.2-1/2-
2.890
(21 HTS16
16
0,14rxl-112"
1310
KTS20
24
D-14r.1-In-
1310
LSTA12
10
925
LSTAI8
14
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1235
LSTA30
22
0.14rx2-IA'
i640
MSTA24
18
0.1411" X 2 V2"
1,640
121 MSTA24
36
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3.280
MSTA36
26 1
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2050
(2)MSTA36
52
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5
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13
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1,870
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(2) MSTAM36
16
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3740
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10
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32
1/4.3"SCIS
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Came: 1280
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615
FI: 130
F2 : 225
SDWC154SO
I
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29S
F2: 150
HTU26
20
0.162',,3-1/2'
3200
12SO
-
14
0.148'.3'
LGU3.63.SDS
16
1/4" X 2 1/2'
6,720
5,555
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1
7/9 ATR
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7.870
20
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30
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THD26
20
Ow!621* K 3"
29Q
3240
20
0. 249"x 2 1/2"
TH028-2
28
0.162"x 3'
4310
4860
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NIAIUNG
MFR
MANUFACTURER
ARCH
ARCHITECTIARCHITECTURAL
EO
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
INTS
NOT TO SCALE
BOT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRIG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FUR
FLOOR
PEN
PLYWOOD EDGE NAIUNG
CL
CENTERLINE
FN
FIELD NAILING
PLYVVD
PLYWOOD
CIP
CAST IN PLACE
F7
FOOT / FEET
REINF
REINFORCANGIREINFORCEMENT
Ci
CONTROL JOINT
GALV
GALVANIZED
REOD
REQUIRED
CLR
CLEAR
GDR
GIRDER
RD
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRD
GRACE
SID
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHITG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HDR
HEADER
SPF
SPRUCE PIR FIR #1/#2 OR BETTER
DIA
DIAMETER
ILO
IN UEU OF
TYP
TYPICAL
DING
DRAWING
IN
INCH
UNO
UNLESS NOTED OTHERWISE
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P.E.# 86025
05/24/2024
DATE
No. 86
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3400 Auburn Rd
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12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
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REFERENCE
CHARTS
SHEET #
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