HomeMy WebLinkAbout37854 Dusty Saddle Ln510 - EISENHOWER CMU
Garaize Riizht - Elevation J3
SHEET MEX
\,;I"3ER:
SF-EE- INAI`1E
NUM2ER:
5HEET NAME:
C5
COVER SHEET
CS-3
SQGARE FOOTAG-E CAI_CULA"IONS
P-10
PCUND4_�CN - SLAB PLAN
E-'_0
ELEC-RGAI_ PLANS - FIRST -LOCR
E-2,0
LEC'RCA', 'LAN5 - 5ECOND FLOOR
4-1-Q
T R57 FLOOR PLAN
A-2.0
SECOND FLOOR PLAN
f -0.1
Ji 5 NG R'5ER AGRAI"I
4-32
Sc DE -AILS
4-320
FRONT / REAR ELEVATIONS J / ROOF PLAN
4-3.3
1*1I5C DE-4L5
4-321
SIDE ELEv4-CN5 J
4-3A
M15C DE-4-5
A-4.0
5,'LD'ING 5EC7ION5
GENERA _NOfi'___ 5
THE STANDARD GENERAL 5P CIF CA`ICN5 FOR AYER;.CAN -TOMES 4 RENT I AMH
DEVELOPIYEN7 SHALL GOVERN EXCEPT 45 MODIF ED e 5'JPPL TENTED BY THESE
PLANS.
THE P_4N5 -AVE BEEN E5,GNED TO MEET THEREQUtiE"TENTS OF:
2023 FLCRIDA BUI+ ING CODE RESIDENTIAL, STH EDIT'ON
CCCJPANC`" S'NGL7 -AYIL`" RESIDENTIAL
CEILING CONSTRUCTION.
THE GARAGE SH4L BE 5EF14R4TED FROM THE RES DENCE AND ITS ATTIC AREA
BY NO' _E55 THAN /2 INC, (127 Fn) GYPSUM BOARD APP_IFD TO THE GARAGE
5IDE. GARAGE5 BENEATH HABITABLE 5ROOM5 SHALL BE SEPARATED FROM ALL
-4 '.TA A V Y A / H o M,) TYPE 'X" YP 1" B BLE ROOMS BO E B NO' LE55 THAN 5 8 NC (�.., G SU
AR 'NA =: T HER -HE FARATI N 4 = IN A -Y �O D OR EQL _N W _ E ESE O 5 LOGR CE L G SSE BL"
JE STRUCTURE 5UPGORTING THE 5EPAR4T.ON 5-.4L_ ALSO BE -R07EG ED BY NOT
E55 THAN 1/2 INC.! (12T Tm' G-YPSUM BOARD OR EQUIVALENT.
-)<TER'oR PN1sH_F
s
TH:CGNESS OF TEXTURED FINISH OVER FRAYS APPLICATION SHALL BE PER THE
TNT A P V A 4 TA' I ATI N F EXTERIOR C 'RRE P RO Ev BUILD NG CODE AND STM C926 NS _ O O ER OR
LATHING AND FRAYING 4P=L''.CATION REQUIREMENTS TO BE P_R THE CURRENT
APPROVED BUILDING CODE AND 4ST-1 C 1063.
EGRESS
EAG- B.-
EDROCM MJS` HAV= ONE WN OW T-AT COM L:IES WITH EGRESS CODES 5 IF
THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. WINDOYUS HAVE A
4X!`1UY OPENING IHET:GHT OF 44'' ABOVE FINISH FLOOR LINE OF -HAT FARTTCLLAR
ROOM.
2. IN DWE_-ING JNITS WHERE HE OPENING OF AN OPERABLE WINDOW IS LOCATED
MORE THAN 12 INC:JE5 ABOVE THE GRADE OR SURFACE BELOW, TIE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24
INCHES ABOVE THE FINISHED FLCOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT
PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4'' SPHERE WHERE SUCIL OPENiNG5
ARE LOCATED WITH:.N 24 NCHES OF THE FINISHED FLOOR PFR THE CURRENT
4PPROVED BJI_DING CODE.
FLASH.'.ING:
'- FLASHING SHALL BE INSTALLED AT WAG_ AND ROOF INTERSECTIONS, DECK AND
"AL '_ INTER5ECT1 ON5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION,
AND AROUND ROOF OPENINGS.
2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE
FASHION IN SUC.-I A `TANNER 45 TO PREVENT ENTRY OF WA?ER INTO THE ;WALL
C4V1TY OR PENETRATION OF WATER TO THE BUILDING 6,7RUC-,,R4L FRAMING
COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH_ 4PPROvED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT
ALL REQUIRED LOGATI.ON& PER THE CURRENT APPROVED BUILDING CODE.
WINDOW IN5T4LL4TI ON.
WINDOWS 5HALL BE INSTALLED AND FLASHED IN ACCORDANCE JTL. HE
M r T ANUFACTU ERS AR' - TEN INSTALLATION INSTRUC. IONS. WRITTEN INSTA AT:ON
R L
N5TRUCTION5 SHALT_ BE PROVIDED BY THE MANUFACTURER FOR _AG-J WiNDOu
FLOOD ZOINE REQU'R_. ENTS.
PLAN MEETS OR EXCEEDS FEM4 FLOOD FINISHED GARAGE F_OCR ELEV4'ION
BA' H AREAS
N57ALL 2x4 BLOCKING AT TOILE'_ PAPER AND -OWE- BAR LOC47ONS, SEE
DE 4!L5.
< CHEN5:
NSTALL 2X6 BLOCKING AT 52' AFF, ON CENTER =0R UPPER CABINET
N5-ALL47ICN-
TJB AND SHOWER AREAS:
- CEYEN', FIB=R-CEMENT, OR GLASS M4T GY=5UM BOARD (NO GREEN BOARD
ALLOWED) N COMPLIANCE WITH 45TY C1255, CI325, OR CIITB AND INSTALLED WITH 08
-1/14' D4GGERZ PH-'JLIPS WAFER HEAD CEMENT BOARD SE'_F DRILL SCREWS W/
COATING SHALL BE LSED A5 BACKERS FOR WALL TILE IN T',SB AND SHOWER AREAS,
AND WADE PANELS IN SHOWER AREAS
TERMITE TREATMENT:
TF — Y TERMI _ PROTECTION SHALL BE PROVIDED B REGISTERED TERMITICIDLS,
INCLUDING SOIL APPLIED PESTICIDES S4ITING SYSTEMS,AND PE CI ES 4PPLED
'O WOOD, OR T"ER APPROVED METHODS OF TERMITE OTECT ON LABELED FOR
U5E 45 4 PROVEN -A' VE TREATMENT TO NEW CON5TRUCTON. 4P N COMFLET.ON OF
THE AP --I E ION OF THE TERI"..I,E PROTECTIVE TREATMENT A CER`IECATE OF
COMPLIANCE 51--ALL BE ISSUED TO -aE BUILDING DEPARTMENT BY THE LICENSED
PE5T CONTROL COMPANY 'HAT CONTAINS THE FOL_OWNG ST47EYENT: "HE
BUILDING- HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMEN' 15 IN ACCORDANCE WITH RULE5 AND LAWS
E 5TABL!SHED BY THE FLORIDA DEPARM TENT OF AGRICULTURE AND CONSUMER
5ERvICE5."
MECHANICAL AND HVAG=
ENERGY CALCULATIONS FOR HEATING- AND COOLING C4P4CITIES 5H4LL BE
FURNISHED BY THE MECIHANIC4� ENGINEER 45 AN ATTACHMENT TO THUS PLAN SET
AT THE TIME OF APPLICATION FOR �ERMiT.
2. MECHANICAL APPLIANCES 5H4LL BE ACCESS B!_E FOR INSPECTION. SERVICE,
REPAIR, AND REPLACEMENT WITHOUT REMOVING P _14NENT CONSTRUCTION, OTHER
APPLIANCE$ OR ANY OTTER PIPING OR DUG-5 NOT CONNECTED TO THE 4PPLI4NCE
BEING INSPECTED, SERVICED, REPAIRED, OR REPL 4CED. A LEVEL WORKING- SPACE
A- LEAST 30 !NCHES 1162 aF) DEEP AND 30 INCHES (Te,2 —) LUDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERV'.04 E AN PPL!AINCE.
ENERGY REQUIREMENT SCHEDULE
EXTERIOR W4LL5 (FREE R-'3
EMERIOR 'JiALL5 !BLOCKI 4.I FOI'�_
A�"G GEILINCs �4 R-30
3- DUCTS IN GARAGE AND DJCTS PENETtR4TING THE WALLS CRCE �NG5
SEPARAT:'NG- T WELT ZING .ROM THE GARAGE SHALL BE CONSTRUCTED OF A Y1.N.
'26 GAUGE (OAF. m) SHEE: STEEL OR OTHER AP ROVED Y4_ERI4,L AND 5-ALL
'H4VE NO OPEN NG5 INTO TL .S4R4GE.
4. ":O FOUND4TN5 AND 5LIPORCHANICA E L 5Y5T I"IT5 FOR OUTDOOR M 5 SHALL BE
E
INSTALLED 450VE THE 5A5E FLOOD ELEV4TION AND SHALL ALSO CONFORI-1 -0 TH
MANUFACTURERS IN5_4LL4TON IN57RUCT'ON5.
AUXILIARY DRAIN PAN. CATEGORY Iv CON EN5iNG A-1-14NCE5 SHALL BE
PKGv.. Wi' H AN AUXILIARY DRAIN PAN WH AMA - T ANY U NG-
DED L DR ERA D G C B �D
CCYFON_NT WILL OCGJR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
P'PING SYSTEM. THESE PANS 514ALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PRGv!S'ONS OF SECTIONS M14
II3.
EXHAUST F4N5 AND VENTING.
T ^ Y
OU D.ivR DISCHARGE THE 41R REf^:GVED BEVERT RY MECHANICAL EXHAUST
SY5T ET-1 SHALL BE DI5C-4RGED TO THE OUTDOORS. AIR S-ALL NOT BE EXHAUSTED
'INTO AN ATTIC. SOFFIT, RIDGE VENT OR CRAWL 5PACE-
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOY5 5",ALL NOT BE
RECIRCULATED W THIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND 5HALL BE
EXHAUSTED DREG L`:' TO T-E OUTDOORS. EXH4U5T AIR FROM 5AT'-ROOf,5 AND
TOILET ROOM5 5H4L_ NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER
AREAS INSIDE THE EdrLDING,
3. DUCT LENG THE 14XI -?JY ALLOWABLE EXH4L'5T DUCT LENGTH; 5HALL BE
DETER"I NEE) BY ONE OF THE r IE-HOD5 SPECIFIED IN 5EG'ION5 MI502A5.1 THROUGH
I11502 c.5.3. THE MAXIMJY I_ENGT-1 OE T'. 'F EXHAUST DUCT 5HALL BE 35 FEET FROM
THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. THE r^,AXIMUM LENGTH OF "HE DUG- SHALL BE REDUCED 25 FEET (162 FIT)
FOR EACH 45 DEGREE (0.'9 RAD) BEND AND 5 FEET (1524 Tm) FOR EACH 9C
DEG-REE (1.6 RAD) BEND. -I-E YAXIMUI"I LENGTH OF THE EXHAUST DUCT DOE5 NOT
'NCL'JDE THE TRANSITION DUCT. EXCEPTION - WHERE 4 CLC-HES DRYER BOOSTER
FAN '15 �N5TALLED AND STEED AND LABELED FOR THE 4PPLICATON, THE MAXIMUM
LENGTH, OF THE EXHAUST DUCT, INC'_IiDING ANY TRANS'. TION DUCT, 5HALL BE
PER'I'TTED TO BE IN ACCORDANCE JITH THE BOOSTER FAN MIANUF4CTliRER'5
INSTALLATION INSTRUCTIONS. UHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED
AND NOT READILY ACCESSIBLE FRCY -HE ROOT' 'N WHICH -HE DRYER 15 LOCATED,
A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE
EXHAUST DUCT ENTERS THE WALL. -,HE LASE'_ SHALL BEAR THE WORDS "'THIS DR`"ER
EXHAUST SYSTEM 15 EQUIPPED WITH 4 REMOTELY LOCATED BOOSTER FAN.'
4, PROVIDE 54CK DRAFT DAMPERS A- INTAKE AND EXHAUST LOCATIONS 45
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 4/30/2024
VERSION: 5.0
SQUARE FOOTAGE
AH4R ASSET MANAGEMENT SQ. Fr.
II
HEATEDAREASq.
Ft.
�``XN LEVEL
ICTT
5EG0ND LEVEL
._.
— --- TOTAL AH4RSO. FT. (Slab/CtaM)
—220 �
2297
METHODOLOGY: ANSI Z765-20M —I
The total area calculated from the outed.-to-outside offraming, including optional finished basement options as
shown. This area excludes
stairwell at highest level above grade, garage, covered patio/porches.
ALL O SISAL? �� �� �� � , RE,47',MN
CODES FLORM BUILDING CODE,
NATIONAL ELECTRIC C0101F,
AND FETE CITY OF ZEP-riffRKILLS
INNE
REV HEW DA —rY
p'L,AN EXAMINERs _ -
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02021 — CEvF_G_ENT
DG ti T SCALE THEY_ DRAWING5.
VERIFY BLILCItio ORIENTATION LITH
CONTRACTOR ANC 5I F FLANS
3EFO; CONEFF.C'10n THE5E
JRAWhV's5 CO NOT CONTAIN
5PECITC INFORMATION FOR ANC
5TRJCTu_L FL- EJT5 (TO EE
PROVIDED 3T P*1NEER OF
RECORD;. ANT DISCREPANCT
(DIMEN510N5,ORIFNTCTION,FT,'..l
'BETWEEN THESE CRAWIrwS IC THE,
ASSOCIATED DRAWINGS Ind/rs 51TE
DRAWINGS SHALL BE RETORTED TO
CC V-AcTGR AT aNO-- AND NG
C0N6TRJG'1M SHALL PROCEED
'JN IL COR2CTED. THE
CONTRACTOR A5511E5 IE
RESPONSIgILITT TO f1EET A-L
REO,11REt'ENTS OF LOCAL BLILDINGI
OPICII 5 � TO COrIPLT WITH STATER
BUILDING CODES.
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VERSION: 5.0
IagTNNE
COVER SHEET
I
NW#
CS
_---___-..____ ....-- - - - -.. _. - - - ' - - —__.. _.-
SQUARE FOOTAGE CHART
ELEVATION T
I
T J
I I
I I
L J
PMff.>BVIDfi00RNN. BtY�1R1e'f
P/Ar.H ForaflAr1. 9EYalWX
SQUARE FOOTAGE
- CONSTRUCTION AREA CALCULATION
HEATED / CONSTRUCTION AREA
- Sq. Ft. I
--
'vAIN -EVEL.
_
_r„OND
__-V-L
214
TOTAL HEATED/CONSTRUCTION AREA (SWCrawl)
229
METHODOLOGY: ANSI 7785.2W3
-
The total area calculated from the outside -to -outside of framing, including optional finished basement options as
shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
GARAGE
AT
ERONT GOVERED PORGH
TOTAL BUILDING ENVELOPE (SkWCrawl)
2785
COVERED _ANAI
12
_
METHODOLOGY
Building Envelope Area: The total area calculated, including Heated/Construction area as calculated,
Including garage, covered patio/porches
and also
IMA IXIMA IX M '�'� DEPTH
1AXM9M IDTH =
35-0'
`'MAX IvUM BU''.D NG 65.- A7_ _ -
�-
1 pemtl A^11J DEVELOm-
DO YOT iiCd 7 -_E5E DsC5
vEF -E Aa
_Ov ,ORAD5 5
CZ= 65 N0
JClFO NS AT:O, A
IN
57= C IN CE NEI 'T MT
STR, IDED ELEIdNEf.0 BE
q_O; 1 EW 1—A O%
'3ET.lEEN -'-E..E J�lw':r�GS AND--E.
A55CCA TC DRAu,4KS arb/cr 1—
CRAL.NGS 51-.A,.L 3E RE?OR-ED i0!
CCNTRAD-CR AT ONCE AND NO
CON5TRJCTIL 5uALL PRCCEED
IT WFREC'ED IF
CCN-RAC-OR AEaIES IF
"1`6 OF
OFIC.IL5 t TC COI PLr WT+5T =_
. b."�LJING CODES.
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VERSION: 5.0
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SQUARE FOOTAGE
CALCUATIONS
8ffT1
CS-3
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4
LANAI 5LAB
4" CONCRETE 5LA5 MIN. OVER 6 MIL
VAPOR BARRIER. SLAB SHALL BE OVER
CLEAN COMPACTED FILL W/ FIBERME5H
Z O
p
UNIT 5EGURED TO
w
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SLAG W:W/
kyV9
FIBPR`IESH
} \
-
- — —
Ll — — — — — —
FIE
CONCRE?E 5L4B
4" CONCRETE 5LAB MIN. OVER 6 MIL
—
VAPOR BARRIER. 5LAB SHALL BE OVER
CLEAN COMPACTED FILL W/ FIBE:R`IE5H
/
5'-4ya"
lA
HVAC DUASE
BASED ON
I LOCATION
W7
—
LJ
/
ELECTRICAL
CONDUIT FOR
ISLAND
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:.
-_ __- — — — — — —
c..
-
GONCREi 5LAE
4" CONCRETE BLAB tl[N. OVER 6 MIL
VAPOR BARRIER 5LAEP SHALL BE OVER
CLEAN COMPACTED FILL W/ FIBER'IE5H
Li
\
r.
5LAB
0
U
CONC 5LAB
MIN, W/ Fie'cR'IESH
aC1111-E o_AB MIN - OVER 6 MIL
VAPOR BA.iR.ER. 5'_45 SHALL BE OVER
C_E!ti C'J•'PACTED -ILL W/ FI5ER'1E5N
0.
'-4" ,'. 16'-0" OPENING 2'-0"
SLAB PLAN - ELEVATION')"
ALL WOR<5-4__ BE . 5-R:'C- C; =_ A.cc --_ _7AC
E coDE R:Ecm_ w,D OGFr- B. _TXG E=AT ,-
57RIP'G C- -;C 5 5-F RGOT5, ETC FROM AL_
AREA5 wI-=R: CONS R„C-ICN ..,.__ CCCUR ONO,
FILL 5HALL BE FRMLTOM COMPACTED, CLEAR SAND/CLAT
MATERIAL. FREE a ROOTS, OW
ANIG MATTER OR OTHER
INTERIOR BEARING. LOCATIONS SHOULD BE COORDINATED
WITH TRJ55 MANUFACTURER , STRJCTuRAL ENGINEER
PROVIDE SOIL TREATMENT AND VAPOR BARRIER5 AT ALL
5LA55 (INTERIOR).
_'„^,n5'a.0 Gtt SHALL FCC-^.
F5 v N51 U As0AMEF -I
'.�5'-fiN5IT5 OF TO AL [F �
FEFCIALMENiS OF LOCAL &JILTING
G=1C;AL5 < TO "N"LT W I' STATE
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VERSION: 5.0
.�
FOUNDATION -
SLAB PLAN
*W#
F-1 .�
-- --�� -I F T-- - -
FLOOR FLAN NO
°R v /'. "'Y"' - �' -- ^\ A- WALLS AND 5/8" " PE X CEILNG5
c ARE45.
W45H:NG IACHINE 5 ALWAY5 LOG- _7 �EF_ GF 7R R UNLE55 NOTED OTNEFdNSE.
ALL EXTERIOR WALLS ARE DRAWN A 8 CMU UNLE56 NOTED OTHERLI5E
ALL NTERIOR AND G", ON WALLS ARE DRAU2N AT i 1/2" UNLESS NOTED O-HEEILI5E.
�EAr_ER =OR ='R5T =I -;OR 1.5 AT 80' u✓ 9' 4" C-r- 1 SECOND EI-0„R 5 A- ,. 0' J 5 CLG.
HANDRAIL HEIGHT SHALL 5E 36" —EASURED VERTICALLY 7ROM Y-E \OSING- OF THE TREAD.
(°) DENOTES ECRE55 WINDOW
1�AN7RAll�
�As=Aa�E •'
yANDRAI'_-
11
_ r IN.
D'ANETER-
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�, HANDRAIL
PI DEIN CGnPL.a'vCE
li'4E APPROVED 15UILDI :CODE.
5fi4IR DIAGRAM
L�
0
35'
.0
7
_ - - - - - - - _ _
LANAI
9'-4"CLG. AF F.CONCRETE
A/C SECURED
TO 3'x3' PAD
B
ro
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a
9'-10"
3'-10" 10'-0" arsy
.25 5H 25 SH 25 SH
- 2565
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9'-4" GLG nj j
VINYL PLANK FAI"LY
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ROOM
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-
2.6 WALL ® 34 1/2"
a
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SLOPED CEILING UNDER STAIRS
X.-
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6' _ 014 42" KNEE -WALL
F
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2" 4'_3%2' 3�_11�� 5�_0.� 6"_Ty
/
- vN"_ P'�A=0
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UP (1 RISERS
-0 2,6 =_R
PANTRY _ -
TREADS ! 10" W/ I" N051 '
'p
S sH
- - GARAGE 14LL5 COMMON
WIH L: TvING AREA MUST HAVE
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-
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GREY
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25 5N 25 54 1(1' 0' x T O" OH GARAGE DOOR
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FROf T VEIRIFT
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FIRST FLOOR PLAN - ELEVATION'T
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OTRTOR Ai NC,
ANJ NC
15=Cti5i-0
8'Lli� - h N5,
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RdMENTS O- LD AL MILDING
6^'c,AL5 t TO CO Y LITH 5T4TE
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FIRST FLOOR PLAN
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-ROV = /2' :"IY.".." '-5w" 3O4RD SEF4W4 CN AT WALLS AND 5/6" TYPE X GE'L'.NC,5
"'N — SARAGE -C ' AIN 40U5E AND ATTIC AREAS.
Was N A N _ - E DRYER UNLE55 NOTED OTHERWISE
Er. R .:A ., c ,<A..N - ,.\ 55 NOTED Or ERW 5 _
c_ VzR OR b\G C. Gv W4LL5 A _ ..R wh A R ,.YLNC R- 5-
HEADER FOR FIRS' =LOOR 15 AT 8'-0' w/ 9--4" CLG 1 5ECCND FLOOR 15 AT 1 m Wf 8C:G
HANDRAIL HEIGHT 5,ALL BE 36" MEASURED VERTICALLY FROr1 THE 4050-6 OF THE TREAD
(•) DENOTES EGRE55 WINDOW
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=RGVOF UANDRA I COM.—N- IT
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9505H: 30J 5HfJ 305d5H(0
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VINYL PLANK
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s 2'-4Y,"
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6'-5"
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305� SW PJ 301 5H
LINE OF WALL
BELOW
3'-101' 4'-10"
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OFF -RIDGE VENTS IO45Q'N Ed
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HIGH VENTING
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LOW VENTING
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30336 / 9 = 34 SCFFIr VENTS (CONTINUOUS VENTED SOFFIT)
ZONE 7 ATTIC VENTILATION: (300 5Q = A—C SPACE / SQ FT VENTILATION)
305 50 FT'UNDER ROOF ATTIC /
300 SQ FT / 15Q FT - 102 50 FT VENTILATION
SOFFIT VENT 9 5Q IN EACH
LOW VENTING
IPZ 50 FT 'x 144 5Q IN =14696 SQ IN REWIRED
1IS M / 9 = 16 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
ZONE 3 ATTIC VENTILATION: (300 5Q FT ATTIC SPACE / 15Q Fr VENTILATION)
120 SO FT UNDER ROOF ATTIC /
300 SQ FT / I SQ FT = 40 50 FT VENTILATION
SOFFIT VENT 9 50 IN EACH
LOW VENTING
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ELECTRICAL GENERAL NOTES
5UITCHE C BE 4 " AFF
REGE 5. O BE AFF 4 " F OVER A COUNTER
ALL WIRING TO BE IN ACCORDANCE WITH NEC
ARE FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED
IN NEC 210.12(A) AND SHALL BE 'N57ALLED IN A READILY ACCESSIBLE LOCATION.
ALL 5MOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL ROLLER
SOURCE AND SHALL BE EQUIR'ED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCAL CERTIFIED SMOG. DETECTORS.
GROUND - AULT CIRCUIT INTERRUPTER 5HAL' BE PROVIDED 45 REQUIRED IN NEC
2I08(A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION.
-T 15 THE .RE5PON501LITY OF NE LICENSED ELECTRICIAN TO INSURE THAT ALL
E'�EC"RICAL WORK 15 IN FULL COMPLIANCE WITH NFPA. IDA - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROv;DE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC
25094
RES IN CLOTHES CL05ETS SHALL BE INSTALLED PER THE PROVISIONS OF
RECF _.. _G.TING TO BE AIR TIGHT AND IC RATED
00% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE
HIGH -EFFICIENCY LAMPS
REFER TO ENERGY C41-CULATICN5 FOR ADDITIONAL INFORMATION.
=ROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN
'0 _'_ ANCE WITH NEC II016.
SHALL BE TAMPER RE515TANT PER NEC 406.17.
CRCm T SUPPLYING THE RECEPTACLE(5) ,N A GARAGE SHALL NOT
=-5 OUTSIDE OF THE GARAGE 4ND NOT LESS THAN ONE RECEPTACLE
Ed4- BE INSTALLED FOR EACH MOTOR VEHICLE SPACE -
AFGI PROTECTION - 210.12 (e) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS,
FAMILY ROOMS, DINING ROOMS,! IVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
ROOM5 OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE,
IN5TAL_ED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
I
EX'E,RIOR GARAGE
200 AMP ME -ER MAIN GOMBC
01
200 AMPE`ORI'
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PANELL �
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GROUNDING ELECTRODE
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SEC 250.52
ELEGTRICAL R15ER DIAGRAM
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ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45 AFF_
RECEPTS TO BE 12 AFF - 42' IF OVER A COUNTER 1
ALL WIRING TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION 5HALL BE PROVIDED 45 REQUIRED
IN NEC 210I2(4) AND 5HAL_ BE INSTALLED IN A READILY ACCE5515LE LOCATION.
ALL SMOKE DETECTOR5 5HALL BE HARDWIRED INTO AN ELECTRICAL POWER
5OURCE AND 5AL, BE EQUIPPED WITH G MONITORED BATTERY BACKUP- PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCU - 'INTERRUPTER SHALL BE PROVIDED 45 RECU RED IN NEC
121OVA) AND INSTALLED IN A READILY ACCESSIBLE LOCATION.
IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL
ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFP4, l0A - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE INTERSYSTEM BONDINY.,' TREMINATION AT SERVICE LOCATION PER NEC
25094
LUMMiA1RES IN CLOTHES CLO$ET5 SHALL BE INSTALLED PER THE PROvISICN5 OF
NEC 410*(A) 1 (5)
RECESSED LIGHTING -0 BE AIR TIGHT AND IC RATED
100 e OF THE LAMPS IN PER14NFNTLY INSTALLED FIXTURES SHALL BE
HIGH -EFFICIENCY LAMPS
REFER TO ENERGY C41-CULATION5 FOR ADDITIONAL INFORMATION,
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC lIO. (,,
ALL RECEPTACLES SHALL BE TAMPER RE515T4NT PER NEC 406,I2-
T HE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT
$UPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE55 THAN ONE RECEPTACLE
OUTLET 5H4LL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE -
AFGI PROTECTION 210.12 (5) DWELLNG UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS,
FAMILY ROOMS, LINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR 51MILAR
ROOMS OR AREAS SHALL BE PROTECTED BY A L15TED AFC[, COMBINATION TYPE,
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
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NO' SCALE THESE DR?WINGS.
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P-0.1.
HOUSEWRAP BARRIER (L
JOINTS) OVER EXTERIOR
SHEATHING PER SPEC-SH
TO OVERLAP RUBBERIZE[
RJSHING
RUBBERIZED THRU-WALL
FLASHING, EXIE ND UP B'
VERTICALLY (4- MIN
VERTICAL PROJECTION
ABOVE SUBFLOOR). TRIN
TO OUTSIDE FACE OF
BRICK
HOUSEWRAP BARRIER (TAPE ALL
JOINTS) OVER EXTERIOR
SHEATHING PER SPEC -SHEATHING
TO OVERLAP RUBBER
-USN BLDG FELT BETWEEN
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HOUSEWRAP BARRIER AND
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_
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WEEP HOLES AT COURSE
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HORIZONTALLY
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1
THRU-WALL FLASHING
HOUSEWRAP BARRIER -
REFR TO DETAIL FOR CUTTING COORDINATE 1 SN BUILDING FELT
BARRIER AT WINDOW OPENING. APPLICATION WHERE BRICK VENEER IS
SPECIFIED
FOLD HOUSEWRAP DOWN OVER HEAD FLASHING
AND APPLY CORNER PATCH EXTENDING I"MIN.
BEYOND BARRIER CUT
--INSTALL HEAD FLASHING OVERLAPPING
WINDOW FLANGES A MIN. OF 2"-INSTALL
UNDER HOUSEWRAP
-APPLY JAMB BASHING OVER SIDE
WINDOW FLANGES - MIN. 1"ABOVE
HEAD AND 3" OVERLAP AT SILL
-INSTALL WINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTERIOR PERIMETER GAP W /
NON -EXPANDING FOAM OR SEALANT
- TAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
PREMANUFACTURED PLASTIC SILL
BOOT
\C-'O 5COL=
- --. - -_ --. ----_— GABLE END WHERE OCCURS
REFER ELEVATIONS AND DETAILS
12 SEE ROOF TYPICAL ROOF COVERING PER SPEC
PLAN
TYPICAL ROOF TRUSSES PER SPEC
S ------ TYPICAL ROOF INSULATION PER SPEC
PER ROOF
PLANfi DRIP EDGE PER CODE 6 COMM. SPEC
TYP. Mf. CLG. - TOP OF C.M.U.
REFER TO ELEVAT
IONS
MATERIAL - PER SPEC _
FASCIA PER CODE 6 COMM. SPEC.
REFER TO STRUCTURAL - TYPICAL SOFFIT FINISH PER SPEC
FOR TRUSS TO WALL TIE BEAM - REFER STRUCTURAL
CONNECTION
TRIM PER ELEVATION PER SPEC
B' CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FINISH ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC
WAINSCOT PER ELEV. PER SPEC
VERIFY FOUNDATION PROFILE VARIES BY
TYPICAL BASE LOCATION / CONDITIONS
PER SPEC REFER STRUCTURAL
VERIFY DETAIL FOR TERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION A
MATERIAL
S'. RN. R.
I, REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 1-STORY WALL SECTION
\O- -C SCALE
SOLID GROUT BEHIND
ABOVEFLASHING - 24' O.C.
HORIZONTALLY ,\
FIRST COURSE-TY
FOUNDATION
—POURED FOUNDATION
WALL
BRICK LEDGE
THRU WALL FLASHING
BRICK LEDGE
FRAMING SYSTEM
BRICK ROWLOCK -
REFER TO ELEV.
BRICK SOLDIER (OR) 3 BRICK
COURSES -REFER TO ELEV.
THRU-WALL MEMBRANE
HASHING
WAINSCOT DETAIL
NC- -O SCa_E
12 _
. I PEt ROOF. _.
> PLAN
REFER TO STRUCTURAL
FOR TRUSS TO WALL
CONNECTIONI
TYPICAL INTERIOR WALL
FINISH AND BASE PER
SPEC
GABLE END WHERE OCCURS
REFER ELEVATIONS AND DENTS
TYPICAL ROOF COVERING PER SPEC
TYPICAL ROOF TRUSSM PER SPEC
TYPICAL ROOF INSULATION PER SPEC
- � DRIP EDGE PER CODE 6 COMM. SPEC
TOW.
'9 REFER To EEVATKONS
- FASCIA PER CODE L COMM. SPEC,
TYPICAL SOFFIT WISH PER SPEC
— TYPICAL WALL FNNSH ON FRAME w/
SHEATHING. PER ELEVATION, PER SPEC
— TYPICAL 2(FRAME WALL AND SHEATINNG-
REFER STRUCTURAL
9 11A REEFF.F.
TO ELEVATIONS
S
�WATERPROOF
WALL FINISH TRANSITION VARIES
BY ELEVATION. REFER DEAILS AND SPECS
T.O.W.
TYP. INT. CLG.
v
EEVATI
R TO ATTO ONS
MATERIAL- PER SPEC i _
'y
DRIP EDGE CRACK CONTROL AND WEEPS -
REFER DETAILS AND SPECS
REFERTOSTRUCTURAL
FOR TRUSS TO WALL
CONNECTION III
TIE BEAM
I
REFER STRUCTURAL
S CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FINISH ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER BLOCK, PER SPEC
WAINSCOTT PER ELEV. PER SPEC
VERIFY FOUNDATION PROFILE VARIES BY
TYPICAL BASE
LOCATION / CONDITIONS
PER SPEC
REFER STRUCTURAL
VERIFY DEAL FOR TERMINATION ON WALL
FINISH AT FOUNDATION PER ELEVATION AND
MATERIAL
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 2-STORY WALL SECTION
.NOT TO SCALE
HOUSE WRAP OVER WALL SHEATHING - PROVIDE
ENOUGH OVERLAP TO COVER METAL FLASHING
AND THROUGH -WALL FLASHING
TAPE OVERLAPPING SEAM
SIDING PER SPEC
- IT BENT METAL FLASHING -
EXTEND B" VERTICALLY
EXTERIOR SEALANT
Y- CAST STONE SILL OR BRICK
y'/^ ROWLOCK- REFER TO ELEVATION
BRICK TIE
- WEEP HOLE
THRU-WALL MEMBRANE FLASHING
TO FACE OF BRICK W/ MIN. 24'
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
7/6" STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B.,
LATH AND STUCCO) - PER SPEC
PEEL & STICK BRIDGE FLASHING. SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCREED - PER SPEC
INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
CAP SHINGLE - DO NOT STAPLE OR NAIL
ROOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL 6 STICK BRIDGE HASHING. OVERLAP ON TO ROOFING
__... UNDERLAYMENT
___
6W CORROSION RESISTANT BASE FLASHING - PER SPEC
PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO WALL AT RAKE
i STUCCO OVER FRAME (SHEATHING, 2 LAYER
RB.. LATH AND STUCCO) -PER SPEC
EL 3 STICK BRIDGE FLASHING, SHINGLE LAPPED
VER STUCCO ACCESSORY
NYL PIASTER DRIP $CREED - PER SPEC
STALL PER MANUFACTURERS INSTALLATION
STRUCTiON$
BASHING
AP SHINGLE - DO NOT STAPLE OR NAIL
)OF CEMENT
(6" CORROSION RESISTANT BASE
ASHING (TYP)
RC -ENGINEERED WOOD TRUSSES SEE
IRUCTURAL AND TRUSS DRAWINGS FOR
'ACING AND CONNECTION DETAILS
ff'rAL SGE NOR WALL ASSEMBLY - SEE
_TRUCTURAL DRAWINGS
NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO HEAD OF WALL - SHINGLE
1 STALE 3 =
SEC EL WO'i"G"'LN =� aY"'
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HLAMDRANS SHALL NOT BE LESS THAN 3r OR MORE THAN 3R IN HEIGHT
ABOVE THE STAR NOSING.
HMIURALS SWILL BE CONTWUOUS PER RIGHT OF STAIRS HANDRAILS
SHALL BE 112 CLEAR OF ALL ADINCENT FINISH MATERIALS AND EMS
SHALL RERAN TO WALL ORTERMINATE 111r-2 N CROSS SEC10K
DIMENSION, ORAPRICVED EOL MEET, N NEATEN. POSTS OR SAFE
TO M AS. LWSIRAILS SHA L REA D RE SMOOTH WRH NO SFHARP
EDGENtORMERS
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a zIII
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200 IX
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GUARDRANS SHALL NOT BE LESS
ANY DIRECTION ANY
THAN 3S IN HEIGHT
LOCI--
THE HANDRAIL CONSTRUCTION SHALL BE ABLEIO RESIST
LOAD OF 2DO LRAAPPUED IN ANY DIRECTION ATANY PONT
ALONG THE TOP RAL
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CONSIAl1CLION
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EQ.TREADS
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OEM OF ENCLOSED USABLE SPACE
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WA LSAND
CONTACT WITH CONCRETE TO BE PRESSURE
ENCLOSER! I
TREATED OR PROVIDE IMPERVIOUS MBMBRAE
UNDER STIR
SEPARATION AS ALLDWED BY CODE
FLOOR/STRINGER DETAIL
5GALE. ' 12 I' 0"
1 1 /4, M IN - 2" MAX. 1 1/4 IL MIN. - 2" MAX. 1 1 /2" CLR.
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I -- -- -. _- - T. -
1 1 1 I I --- -1 -- --- I -- HI. -- 1
EXTERIOR
FIBER CEMENT SIDING OVER
TYVEK' OR EQUAL
HOUSEWRAP OVER DUEIOR
SHEATHING AND FRAMING
PER STRUCTURAL DWGS.
C WIDE SELF ADHERING,
SELF HEALNG WATERPROOF
MEMBRANE UNDER 2 LAYERS
OF BUILDING PAPER -
TAPE/SEAL CORNERS
CORROSION RESISTANT
METAL HEAD RASHING
WITH WRAPPED ENDS
OVER BACKER MATERIAL
INTERIOR
C WIDE SELF
ADHERING, SELF
HEALNG WATERPROOF
MEMBRANE
SHIM SPACE PER
MANUFACTURES'
RECOMMENDATIONS
CAULKING -TYPICAL
WINDOW ASSEMBLY
INSTALLED WITH
CONTINUOUS SFAIANT
T BEAD AT RANGE PRIOR TO
INSTALLATION
NOTE WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
HEAD AT FRAME WALL
SGI_E- 3`- .. 0
HORQ LAP SIDING INSTALLED
MFRS INSTRUCTIONS o/ BUILL
PAPER o/ SHEATHING AS
OCCURS (PER STRUCTURAL
DETAILS(
STUCCO FINISH COAT o/
FOAM TRIM SEE ELEVATION
Tx WD.TF
SEALANT
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II
WITH CONTINUOUS SEALANT
BEAD AT FLANGE PRIOR TO
DANECONINUE C MIN.
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SEALANT OVER
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INSTALL PLYWOOD.
HOUSEWRAP OVER �_
PAINTED BLACK BETBHD
09E NOR SHEATHING
WINDOWS AT
AND FRAMING PER
�/
DORMERS. TYP.
STRUCTURAL DWGS.
- - -
NOTE WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
SILL AT FRAME WALL
SCALE: 3 --0'
HOB LAP SIDING NSTALLED PER MFIrS
INSTRUCTIONS o/ BUILDING PAPER o/
SHEATHING AS OCCURS (PER
STRUCTURAL DEFAI SI
LAP BUILDING PAPER MIN 3'
o/ GSM DRIP EDGE FLASHING
24 GA GSM DRIP EDGE FLASHING
—
ICE IS WATER SHIED AT CORNERS.
EXTEND C UP WALL —
WOOD TRIM SEE E.EV FOR SIZE
2x RES DR. HEAD
GARAGE DOOR
GARAGE DOOR !RACK
FOR FRMG. PER
STRUCTURAL DETAILS
-- GYP. UD.
F*
OVERHEAD GARAGE DOOR HEAD
SCALE. 11!1"= "-O"
EXTERIOR
FIBER CEMENT SING OVER TYVEIC
OR EQUAL HOUSEWRAP OVER
EXTERIOR SHEATHING AND
FRAMING PER STRUCTURAL DWGS.
C WIDE SELF ADHERING, SELF
HEALING WATERPROOF MEMBRANE
OVER BOTH LAYERS OF BUILDING
PAPER
DaERIOR GRADE SEALANT
SM30OR GRADE SEALANT OVER
BACKER MATERIAL
6' WIDE SELF ADHERING.
SELF HEALING WATERPROOF
MEMBRANE
INTERIOR
SHIM SPACE PER
MANUFACTURP9
RTCOMMENDATIONS
ZAULKNGTYPICAL
WINDOW ASSEMBLY
NSTAUED WITH
^ONINUOUS SEALANT
EAD AT FLANGE PRIOR
v TO INSTALLATION
NOTE: WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
JAMB AT FRAME WALL
5CAL-: 3 1 ' -0
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GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 8*h EDITION OF THE FLORIDA (INTERNATIONAL)
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 CIVIL/SITE 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/DETAILS, 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.
T CONSTRUCTION SHALL 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 NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED 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 TERMSOONCRETE SCREW'AND'MASONRY 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 TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II.
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH 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.
11POSTINSTALLED 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 =11
2. VERTICAL LOADING.
ROOFTOP CHORD LIVE LOAD -20 PSF (REDUCIBLE)
ROOFTOP CHORD DEAD LOAD =7 PSF
ROOFTOP CHORD DEAD LOAD (TILE) -15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) -20 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =10 PSF
ROOF BOTTOM CHORD DEAD LOAD =10 PSF
FLOOR LIVE LOAD -40 PSF
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
TOTAL LOAD
LIVE LOAD
MAX TOTAL
DEFLECTION
ROOFTRUSSES
L/240
L/240
i1"
FLOOR JOISTS/TRUSS
L/360
L/480
1/2"
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/8"
2. ANY MEMBER SUPPORTING BRICK/MASONRY 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 =N,A
BASIC WIND SPEED -140 MPH
EXPOSURE CATEGORY =C
INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS =D
SEISMIC DESIGN CATEGORY =A
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 POP
5. GUARD RAIUHANDRAIL LOADING.
ALL GUARDRAIUHANDRAI LS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. INFILLCOMPONENTS 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 (ICC-ES) AC 273 - "ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS."
CONCRETE NOTES:
1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 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 C150 "SPECIFICATION FOR PORTLAND CEMENT." CONCRETE
SHALL 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 REINFORCEMENT", ACI 315 - AND "MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES ACI 315R,
7, REINFORCING STEELAND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB -ON -GRADE: WITHIN UPPER 213 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1 /2" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOl1NDATION) AGAINST EARTH: 3"
FORMED CONCRETE: 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8"
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 D1,4 SPECIFICATION.
CONCRETE NOTES (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS.
FOUNDATIONS & FOUNDATION WALLS: 2500 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 O.C. EACH DIRECTION
4" SLAB: 10 FEET O.C. EACH DIRECTION
• WELDED WIRE FABRIC (W.W.F) 6X6-W1.4XW1.4, WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8INCHES.
• MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 1/2" TO 2-1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM C1116, THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM C1116 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 FIRST 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 308R "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 OWNER'S 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 CONOITIONS PERMIT EARTH FORMING.
FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS. SLOPE
SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL 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 61NCH (MINIMUM) AND SEAL WITH ADHESIVE.
4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE 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
GEOTECHNICAL ENGINEER/ 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 D1557), IN LIFTS NOT EXCEEDING 8INCHES.
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 Fri = 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 SHALL 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 SHALL BE TYPE M. ELSEWHERE MORTAR MAY
BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENT/LIME 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.
8. 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)-#5 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"
10"
#6
34"
4-1/2"
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.
11. 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 WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12, LIFTS OF GROUT SHALL BE KEYED 41NCHES 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 FM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-48 - "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."
3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS".
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/2" DIAMETER 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'-0" 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 110 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 NO.1 /NC.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
Fe= 875 PSI F, = 425 PSI F7 = 450 PSI F�= 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 (8)-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:
Fa= 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
MICROLLAM LVL PARALLAM PSL (') TIMBERSTRAND USE
E = 2000 KSI E = 1800 KSI E = 1300 KSI
FB = 2600 PSI Fa = 2400 PSI Fa = 1700 PSI
(*) -'BOOZER BEAM 2.1 E ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 E' IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23/32 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 MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "x2-1 /2" COMMON NAILS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.O ON DRAWINGS.
WINDSPEED OF
<= 140 EXP. C
WALL HEIGHT
8FT
9FT
1OFT
STUD
SIZE
HEADER SPAN
(FT)
4
1J/iK
1J/iK
1J/1K
6
lJ/1K
1J/1K
iJ/2K
8
iJ/1K
1J/2K
1J/3K
10
1J/2K
1J/2K
1J/4K
2x4
12
1J/2K
1J/3K
1J/4K
14
1J/2K
1J/4K
ENG
16
iJ/3K
1J/4K
ENG
18
1J/3K
ENG
ENG
WINDSPEED OF
c = 140 EXP. C
WALL HEIGHT
8FT
9FT
1OFT
STUD
SIZE
HEADER SPAN
(FT)
4
1J/iK
iJ/1K
1J/1K
6
1J/lK
1JIIK
iJ11K
8
1J/lK
1J/1K
1J/iK
10
1J/lK
1J/lK
1J/iK
2x6
12
lJ/lK
1J/1K
1J/1K
14
INIK
1J%1K
IJ/iK
16
1J/lK
1J/1K
1J/1K
18
lJ/lK
1J/'1K
1J/1K
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
GIRDER/BEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). 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(1).
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 MANUFACTURER'S 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:
i. 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.
L THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
1. 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 ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURER'S 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 HANGERS 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 POSITIONS, 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 (LE. SOFFITS, PARAPETS, VALLEY FRAMING,
UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-133 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.
IFTHE 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 BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALLAT 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 WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAWBOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE:
A 1/2'k6" TITEN HD WITH 1-314" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2" THREADED ROD SET3G 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.
INTO GROUT FILLED MASONRY (GFCMU):
A 1/2'S,&' TITEN HD WITH 1-314" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8"
O.C. REPLACES A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6'-0" O.C.; LIKEWISE A
1/2'k6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2'-8"
O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" O.C..
3. SIMPSON MASA SILL ANCHORS MAYBE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
<140
6'-0"
140
1'-6"
150
1'-a
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 REPAIR' DETAIL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1-1/2" 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 12", INSTALL NEW ANCHORS.
5. MASONRY WALL OVERHANGING SLAB
BLOCKOVERHANG REPAIR
< 5/8" NO REPAIR READ
5/8" < OVERHANG < 1-1/2" GROUT 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 DRILLED,/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS, OR 60%OF THE STUD WIDTH IN NONBEARINGWALLS. IF THE MAXIMUM
HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS AREAS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"X1-1/2" SIDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1/4"X3" SUB SCREWS, WHERE
"#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP PLATES: A HOLE, CUT, 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 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2" WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
000 Fieldstone
C.O.A.# ARCHITECURE:
\ /
AA26002802
C.O.E.# ENGINEERING:
No. 8
29349
13 IBRAHEM ELAYEB, PE
- Q,
P.E.# 91476
■ BENJAMIN NIESE PE
r
% O STATE OF
P.E.# 86025•�LORIt)N
12024
�SiSOWAL.
'
DATE
`�'
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248,622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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VERSION: 5.0
SHEET NAME
COVER SHEET
SHEET #
SO.1-140
CMU COL. _ CMU COL.
8" CMU, VERT. - PER PLAN PER PLAN
REINF. PERPLAN �. - CMU COL. -
9"STARTER w VERT. REINF. VERT. REINF. PER PLAN
COURSE
❑' PER PLAN PAVERS - PER PLAN VERT. REINF.
¢I FINISH GRADE
ALCMU SEAT SLOPE /0-0 SLOPE - PER PLAN
0 0 T. 0"0
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CONCRETE 13
CONCRETE - �'� o Q'I CONCRETE oIOJ o 10 w
oz FINISH GRADE ¢ �, -I FOOTING ❑
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PER PLAN Cn PER PLAN __,� c7 ❑
i 0 MONOLITHIC FIND. w/ PER PAN „� PER PLAN
-fi I
2 STORY (2) #4 CONT. ON CHAIRS CONCRETE PAVERS
Foi EXTERIOR MASONRY WALL FTG 11/01/2023 MASONRY CORNER COLUMN 2/28/2022
FMM-010 FGM-033
8" CMU, VERT. 8" CMU, VERT.
REINF. PER PLAN REINF. PER PLAN
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ib
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#4 CONT. ON CHAIRS 1'-4 @ 0
4 CONT. ON CHAIRS
2 STORY 2 STORY
Fo4 EXTERIORMASONRYWALL@GARAGE 11/01/2023
FMM-040
DOOR PER SPEC.
DOOR THRESHOLD
SLOPE
�.,� �.... ENTRY ® CONCRETE
2 STORY
EXTERIOR DOOR SILLS
q WALL &
FTG
ANCHOR BOLTS OR STRAPS, 2, FRAME WALL w/ P T.
SEE GENERAL NOTES, U.N.O. SILL PLATE, PER PLAN
GONG SLAB PER PLAN
N-�1�,i
,K (2) #4 CONT.
ON CHAIRS"
"#5 ALLOWED ILO #4
F1 o THICKENED SLAB @ INT. WALL (BEARING) „ro, /2023
NOT TO SCALE FMG-100
Z
DOOR PER SPEC. a
DOOR THRESHOLD z' 3 a
d g PAVERS PER SPEC
w
0-0 SLOPE (R-IICKNESS VARIES)
ALT. BRICK
—• THRESHOLD
40�!'- ENTRY PAVERS
2 STORY ALT. FLUSH BRICK
THRESHOLD
PER PLAN.
EXPANSION
rk
ANCHOR 4" MIN
POST PER PLAN
EPDXY/ ANCHOR:
POST BASE, SIZE PER
1-3/4 MIN
CHART U.N.O. PER PLAN
FINISH GRADE
SLOPE CONC. SLAB
PER PLAN
x
❑ c� ',a z
STD. SLAB BEYOND
FTG & REINF
PER PLAN
POSTIFTG LOCATION
"#5
ALLOWED ILO #4
POST/FTG @ PORCHIM
3/4" RECESS IN SLAB
_ Imo•- I'
SLOPEI
V4
RECESS w/SLAB 2STC
GARAGE DOOR RECESSED SILL
8" CMU, VERT.
REINF. PER PLAN
POURED CURB OR
CMU BLOCK
MONOLITHIC END. w/ (2)
#4 CONT. ON CHAIRS
SEC PER SPEC.
GROUT BED
r PAVERS PER SPEC.
f / (THICKNESS VARIES)
�
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III III -I I I� I'
5B .
SLIDING GLASS DOOR
2 STORY
2/28/2022
POST BASE CONNECTOR SCHEDULE
BASIC WIND SPEED
PER GEN NOTES
POST SIZE —140 MPH 1140 MPH
4.4 ABW44Z ABU44Z
6x6 1 ABW66Z ABU66Z
REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN
ANCHOR TYPE SELECTION
TYPE 'ABW' POST BASES USE 1/2"X3-3/4" EXPANSION
ANCHOR OR 1/2" ATR DRILL & EPDXY W/ 3" MIN EMBED
- TYPE 'ABU' POST BASES USE 1 /2"X5-1/2"' EXPANSION
ANCHOR OR 5/8" ATE DRILL & EPDXY W/ 8" MIN EMBED
FMG 070
- 8" CMU, VERT.
REINF. PER PLAN
C
101/2"
4
- POURED CURB OR
0101,
-
CMU BLOCK
SLOOP I
SLOPE
�. .
3/4RECESS IN SLAB 1 0'
U-4ii
MONOLITHIC END. w/ (2)
@
#4 CONT. ON CHAIRS
RECESS w/ PAVERS 2 STORY
11/01/2023
FMM-060
WALL &
FTG
2x FRAME WALL w/ P.T. ANCHOR BOLTS OR STRAPS,
SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.O.
STEP PER PLAN
SLOPE
-#4 CONT. ON CHAIRS
(3)-#4 AT 2 STORY"'
2 STORY
"15 ALLOWED ILO #4
�� THICOED SLAB @ GARAGE (BEARING) 1110112623
�JNOT TO SCALE FMG-090
ALTERNATE
CORNER SPLICE:
CORNER BAR w/ LAP
PROVIDE CONT. STEEL
III
SPLICE EA. SIDE. SAME
REINF. BARS BENT AT
' SIZE AS CONT. FTG. STEEL
CORNERS TO COMPLY
,
w/ THE INTENT OF THE
BUILDING CODE-
I`
'. NUMBER OF CORNER
BARS EQUALS NUMBER
OF CONT. BARS
"
NUMBER
VERTICAL
LAP SPLICE
REBAR PERPLAN
DOWEL
pER PLAN
INA
REO'D IN PLAN
11/01/2023 RO
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FGG-120
VERT. REINF. PER PLAN EXTERIOR FINISH (PER ELEV.)
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CON SLAB SEE FOUNDATION PLAN
BAR CONT., TVP FORM SLAB
PER PLAN PENETRATING -FINISH FLOOR ZI RECESS W 2x10 @
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BEARING PENEiRAT10N - CMU
11 /12/2021 &ECES1 IN SLAB @ SHOWER 2/282022
FMM-130 FMM-260
O0O Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
13 IBRAHEM ELAYEB,
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
12/26/2024
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622,4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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35'-0'
R
FOUNDATION PLAN - ELEV. "J"
SCALE: 1/4"=1 0'
Imo:
1. 3 1/2" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER
2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0"
3. REFER TO DWG SO FOR GENERAL STRUCTURAL NOTES
O20 Fieldstone N�
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: No _
29349
0 IBRAHEM ELAYEB, PE
P.E.# 91476 {(�
■ BENJAMIN NIESE PE % O STATE OF
P.E.# 86025 �i�� ' F�ORIDQ •' G�?�
12DATE 24 6"ONA1 ,
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248,622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET #
S1.1 J
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EXTEND REBAR THROUGH
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25 SH 2868 DOOR 25 SH 25 SH
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FIRST FLOOR WALL/HEADER PLAN - ELEV. ° JII
SCALE: 1/4"-1'-0"
NOTES:
1, REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES
LINTEL AND BOND BEAM LEGEND
1, BOND BEAM IS TO BE 8' KNOCK OUT BLOCK
WITH #5 BAR GROUTED SOLID, CONTINUOUS
AROUND PERIMETER OF STRUCTURE
2. MINIMUM 4' NOMINAL BEARING PER END @
LINTELS OR AS REQUIRED BY MANUE.
3. LINTELS WITH A CLEAR SPAN LONGER THAN
12'4' SHALL BE PRESTRESSED.
4. BOND BEAM ELEV = 9'-4" U.IN 0.
5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A
TOLERANCE OF +/- 4" FOR ALL LINTELS 28"
OR GREATER
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
}
`-- QUANTITY OF #5 REBAR AT TOP
-NOMINAL HEIGHT
L NOMINAL WIDTH
#5 REBAR ATTOP
MIN. (1) REO'D
- *1-1/2'CLEAR
CMU
10
GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
.• - BOTTOM REINFORCING
7` PROVIDED IN LINTEL (VARIES)
7-5/8' ACTUAL
S' NOMINAL HEIGHT
40040
Fieldstone
C.O.A.# ARCHITECURE:
•
AA26002802`
C.O.E.# ENGINEERING: J_
No. 86
29349
❑ IBRAHEM ELAYEB, P
P.E.# 91476
�' ;
■ BENJAMIN NIESE, PE
ST'A OF
P.E.# 86025�ORIt)N
• ' G���
12/26/2024
�//SS�Q(VA`
DATE111111
\.
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills. MI 48326
-1 248,622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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VERSION: 5.0
SHEET NAME
WALL/HEADER
PLAN
SHEET #
S2.1 J
MSTCM40 FR;3;050
MSTCM40 FROM KING
STUD ACCRO
STUD ACCROSS FLOOR
TO CMU WA
TO CMU WALL BELOW
�4l
(2 2 ,..(2) , 4.
H END
3050 SH 3050 SH
'W-�TYP
�\ TYR
(2)-2x4 WALL
(2i=2x4
CS HORIZONTAL STRAP
3050 SH
CONT. ABOVE & BELOW
.... . ........
(2) 2x4 OPENINGS PER B12(54.2
3050 SH
CS16 HORIZONTAL STRA
CONT. ABOVE & BELOW
OPENINGS PER B12/S4.2
\ - (2)LSTA12 FROM BASE
OF (2) 2x COLUMN TO
(2)LSTA12 FROM BASE
GIRDER BELOW
(2� ) 2x`<1 (�)4L
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3050 SH 3050 SH
GIRDER BELOW
SECOND FLOOR WALL/HEADER PLAN
- ELEV. "J"
2SC
���11111
COD Fieldstone
C.O.A.# ARCHITECURE:
AA26002802 i
C.O.E.# ENGINEERING: _ No. 86 _
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE .10 STATE OF
P.E.# 86025 �i�� ' �4ORIDQ • ' GN
12DATE 24 "DIVAI. 0'?
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248,622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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HEADER PLAN
S2.2J
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I
LOCATION OF
PLUMBING DROPS
(TYPICAL)
i
GIRDER PER
MANUF
1
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LOCATION OF
(2) MTSI6 TO (4)2x4 BUILT UP
COLUMN,DTT2Zw/(8)1/4"M
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112" SOS SCREWS TO BASE
OF COLUMN 1, 112" ATE TO
FOUNDATION. DRILL &
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FONDATION W SET-3G
EPDXY, MIN 6" EMBED.
SU
FLOOR/LOW ROOF FRAMING PLAN ELEV. II JR
SCALE. 1 /4"-V 0'
NOTES:
1, REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES
2, REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
(2)HTS16TO (2)2x4 BUII
COLUMN. DTT2Z @ BA;
COLUMN w/ (8) 1/4"x1-1
8 1/2'ATR ACROSS FL(
SET-3G EPDXIED TO TL
CMU WALL, MIN. 12" EN
SEE R60/S4.1
ROOF
SCALE- 1/4-1'-0'
NOTES:
i. REFERTODN
2. REFER TO DE
TRUSS NOTES
UNLESS OTHERWISE NOTED ON PLANS:
1. ALL TRUSS STRAPS TO MASONRY ARE TO
BE META16.
2. ALL TRUSS STRAPS TO WOOD TO BE
SIMP SON H10A. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.5A TO BE USED TO MULTI -PLY TRUSS,
(1) EACH SIDE w/8d NAILS MIN. SIMPSON
H2.5A MAY BE USED ON JACKTRUSSES
ON THE EXTERIOR OF THE WALL w11d MIN-
3. ILO TYP METAL TRUSS CONNECTORS,
FRAME SCREWS MAY BE USED AT
CONTRACTOR OPTION PER THE
FOLLOWING:
TRUSS TO. TOP PLATE TO BE (2)
TRUSS
SDWC15600
B) MULTI-PLYTRUSS REQUIRE (2)
SDWC15600 AT EA. PLY
C) (1) SDWC15600 SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DBLTWIST STRAP TRUSS
CONNECTIONS(LTS/MTSMTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISCLAIMER
F(1R PI ANC FIFI nCTnNF AF I.0 NnT
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET NAME
ROOF & FLOOR
FRAMING PLAN
SHEET #
S3.1 J
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- STRUCTURAL SHEATHING, SEE PLAN AND
DETAILS FOR ATTACHMENT R-NOTE
FR To ARCHITECTURAL DRAWINGS - STRUCTURAL SHEATHING -
PRE-ENGINEERED AND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS
11/2" WOOD TRUSSES DRAWINGS FOR SPECIFICTRUSS FOR ATTACHMENT
AT 24" O.C. MAX. PROFILE INFORMATION. (i.e. HEEL
J HEIGHTS. SLOPE OVERHANGS) PRE-ENGINEERED
_OR_ > - ---'-- WOODTRUSSES
2x RIBBON BOARD AT 24' O.C. MAX.
2x BLOCKING AT
SHEATHING EDGES w/ (3) _ ATTACHED TO TRUSS w/ (3) 10tl NAILS, 24'. 5 - OR -
8d NAILS INTO TRUSS O.C. CENTER MAX. — 2x BLOCKING AT 2x RIBBON BOARD
CONTINUOUS SPACING SHEATHING EDGES w/ (3) Ed ATTACHED TO TRUSS w/
;TRUCTURAL SHEATHING CONTINUOUS STRUCTURAL NAILS INTO TRUSS
NAIL PER TYPICAL -'� _ _) (3J tOd NAILS, 24" O.C.
SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL - CENTER MAX. SPACING
/ TYPICAL SHEATHING DETAIL SHEATHING NAIL PER '�L CONTINUOUS STRUCTURAL -
-
IYPICALTRUSS - TYPICAL TRU SS - TYPICAL SHEATHING DETAIL SHEATHING NAIL PER
ANCHOR PER PLAN DETAIL AT TRUSS HEEL, 9 1/4" ANCHOR PER PLAN TYPICAL SHEATHING DETAIL
FRAMING PER PLAN -- FRAMING
r40 --- - - - PER PLAN
REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR DETAIL AT TRUSS HEEL > 91/4'
SPEC FIC TRUSS PROFILE INFORMATION. (i. e. HEEL HEIGHTS, SLOPE. OVERHANGS) J STRUCTURAL SHEATHING,
' TRUSSES AT 24 TAILS FOR
STRUCTURAL SHEATHING, SEE
PLAN AND DETAILS FOR PRE-ENGINEERED WOOD
ATTACHMENMENT
T ABED WOOD —
SEE PLAN AND D
O C. MAX.
PRE-ENGINEERED WOOD -----_ TRUSS ANCHOR
TRUSSES AT 24' O.C. MAX. - PER PLAN - -I
FRAMING PER PLAN
TRUSS ANCHOR ----- - _ -� --
PER PLAN FASCIA, (SEE ARCH DWGS) �,= CONTINUOUS STRUCTURAL
• • SHEATHING NAIL PER
FASCIA, (SEE ARCH DWGS) - TYPICAL SHEATHING DETAIL
r BOND BEAM DETAI
PER PLAN L AT TYPICAL TRUSS w/ HEEL, 91
-- --- _ -
DETAIL AT TYPICAL TRUSS --
a• w/ HEEL < 9 1/4'
RO ROOFTRUSSONMASONRY „/0,/2023 EDFICO�FRAMING 11/01/2023 CRI
NOT TO SCALE RWM-010 RWW-020
STRUCTURAL SHEATHING,
2X4 BLOCKING AT 2 0'
-�
(SEE PLAN FOR
O.C. w/ 12) 12tl TOENAILS
ATTACHMENT)
EA. END TO TRUSS
PRE-ENGINEERED
TRUSSES AT 24' O.C.
BOND BEAM PER
PLAN AND SCHEDULE
- SHEATHING PER PLAN
8' CMU WALL, SEE
PLAN FOR VERT REINF.
META16 AT BLOCKING
Roy WALL BRACING @ NON-BRG. EXT. WALL (NONSHEAR)
NOT TO SCALE RWM-070
STRUCTURAL
SHEATHING PER PLAN
PRE-ENGINEERED
TRUSSES AT 24" O.C.
TRUSS STRAP PER PLAN
o. a s L
EXTERIOR INTERIOR
f B"CMU WALL, SHEATHING PER PLAN
SEE PLAN FOR
VERT. REINF.
F�NBRACING @ PERPENDICULAR BRIG. NON -SHEAR). NON -SHEAR) 11/01�2023
.T'70 SCALE RWM-0B0
2
O7 2
a 2 3
a 2 3
RIDGE
j1 MU 2
END
a 2
O
1
TRUSS ATTACHMENT:
ALL TRUSS ENDS ARE TO BE SECUBEO TO THE EXT. WALL
BELOW USING ONE OF THE BELOW METHODS, ONE FULL
OPTION MUST BE USED FOR CONTINUOUS LOAD PATH:
a. INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT.
SHEATHING INTO DOUBLE TOP PLATES. EXT.
SHEATHING IS CONTINUOUS AND WILL TRANSFER
COMBINED SHEAR 8 UPLFT.
b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO
TOP PLATE ON INSIDE OF THE WALL. ADDITIONALLY
INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS @ EA
STUD. EXT, SHEATHING IS CONTINUOUS AND WILL
TRANSFER COMBINED SHEAR 8 UPLIFT.
c. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP
PLATE. EXT SHEATHING IS CONTINUOUS AND WILL
- TRANSFER COMBINED SHEAR 8 UPUFT.
4"-14'� 4`-14`
8 1„�
22 1 /2'
-
30° M
TRUSS OR OPTIMAL
RAFTER �I
SDWC15600h-.
OVERHANG
OVERHANG V -
PER PLAN
PER PLAN f
1/2 1
3/4
SINGLE SDAI CONFIGURATION
A SINGLE SDWC: CONFIGURATION B
(TRUSS OFFSET FROM STUD)
(TRUSS ALIGNED WITH STUD)
INSTALL THROUGH TOP PLATE
INSTALL THROUGH TOP PLATE
INTO TRUSS/RAFTER
INTO TRUSS/RAFTER
TRUSS OR
.� . RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
3/ 314'
1/4" (2) SDWC15600 (2) SDWC15600 (2) SDWC15600
I
T 9 T z m- m
3" OVERHANG OVERHANG OVERHANG T/
+l 1/� g PER PLAN i' PER PLAN PER PLAN
- -
❑ - DOUBLE SDWC-1 1/4" DOUBLE
112 URA 1l2 7 8 IGURAT
3 a L _ _ SDWC: CONFIGURATION B DOUBLE SOWC: _CONFKa'URATION D
20`-2 0°-25` CONFIGURATION (TRUSS OFFSET FROM STUD) NSTALLED THROUGH
(TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER NTO TOP PLATE
OPTIMAL
OPTIMAL
INSTALL THROUGH TOP TRUSS/RAFTER
' OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER
\ TRUSSR* ER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11 MI /2023
CONTINUOUS III - ----VA ' CONT. 2X4 (MIN.) W - STRUCTURAL
STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN
SHEATHING, SEE
PLAN FOR 2X4 OUTRIGGER AT 24" O.C. RED AT
ATTACHMENT 5
OVERHANGS GREATER THAN IS'.
OUTRIGGER TO
10d TOENAILS @ - ATTACH TO GABLE DROPPED TOP CHORD
(2) RIZ @ EA. TRUSS w/ (3)10tl
8' O.C. TRUSS TO w/ TYP TRUSS CONNECTOR PER PLAN I. n
TOP PLATE HORIZONTAL BRACE. -_ - J TOENAILS
ONE EA. SIDE STRUCTURAL
WALL FRAMING - ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OUTRIGGERS_
PER PLAN - REOTO AT 170 MPH OR GREATER
N/QQQ 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/
EDGE NAILING SHEATHING EDGE (2) 10d NAILS
IN LIEU OF BLOCKING AND w/ (2) tOd @ EA.
EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT
WITHIN THE GABLE. IT IS TRUSS WEB 24' O.C. REO'D AT -- BLOCKING AS REQUIRED
ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15`. FOR BRACING BY TRUSS
"EDGE NAIL S LE TO SE CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. pERMANENT TRUSS
BOTTOM CHORD OF TRUSS AS SHOWN) CHORD w/ (2) tfi1 NAILS BRACING PER TRUSS
AT 16' O.0
TO TRANSFER LOAD. 2X4 BLOCKING @ � � � -- ' SEE REQUIRED MANUFACTURER @ 10'-0"
GABLE TRUSS w/
TOE -NAIL SHEATHING EDGE wl VERTICAL WEBS AS _ BRACING PER TRUSS j MAX. SPACING.
EDGE NAILING (2) 10d @ EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4
SHEATHING TO ADJACENT STUD FRAMING SHEET A -A A"A I, (i. e. BSCI RED HITS) WITH BLOCKING
SPLICED SHEATHING TRUSS NOTES EXTENDING A MIN. OF (3)
TRUSS BAYS PLACED
BETWEEN PERMANENT
(3) 1Rd NAILS C. (3) 1Ed NAILS @ _ - TRUSS BRACING
EA TRUSS CHORD EA. TRUSS CHORD (RESULTING IN 5-0' MAX.
NAIL BOTTOM CHORD - - - PROVIDE 2XB PT PLATE / 1/2 DIA. x 10' OVERALL BRACING)
OF GABLE TRUSS / ANCHOR BOLTS @ 4 0 O.C. MAX w/ 3
55 12d s AT 4" O C. PL WASHERS AND 7' EMBED. NOTCH HORIZONTAL 2x
HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN
• • A35 A35 _ . - MASONRY - MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF
�I JTI_ SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO
A-A(wOOD) A# (�IASONR� ATTACHMENT OF ALL BEAM @ VAULTED CONDITION, SEE PLAN PERMANENT BRACING
LSTRUCTURAL SHEATHING_"I AND DETAIL. w/ 1Ed @ 4" O.C.
Ros GABLE END TRUSS BRACING DETAIL 11 /G112023
r,.. RWMr090
it
GABLE GABLE
@W K0 212 TO E14 IAOOF PITCH T.12T01212)
3
O /
2 2
2
AIDGE
3
HIP
ROOF SHEAT)NG
NAILS
ROOF FASTENING ZONES
NOTEW=4FEET NALL CASES
1
2
3
PAIELEXE MINGM
dO.C,
8'O.C.
a- O.C,
11IMSHEATHNG140120SPAN
RN %WNM3:
0.131'x2-10
PANEL FELDN (FIN
BO.C.
CO.C.
S'O.C.
RATED PLYWOOD OR00
x w I DLA
FORBASICWINDSPEED170MPH ORGREATER.ENdFNW LLBE4'O.C.NL
ZONES
NOTES
1.WOODSRUCI).RALPANELSUSEDASROOFSHEATNNGSHALLBENSGLLEDWTIFIMISSTAGOBEDdLONGSIDEOFPANELSPffEI AARM
ROOF FMM NINM
Ri ROOF SHEATHING ATTACHMENT DIAGRAM
NOT TO SCALE
CONT 2X4 w/ (2) TYP TRUSS
12d NAILS CONNECTOR PER PLAN
STRUCTURAL
SHEATHING PER PLAN — -
SEEREOUIREO ALT. OUTLOOKER FRAMING
BRACING PER TRUSS (RE D AT 17OMPH OR GREATER)
MANUFACTURER k STRUCTURAL
^ II
CONT. 21 FASCIA PER -- V -)
SHEATHING PEP PLAN
ARGHS w/ (2)12c NALS
PRE-ENGINEERED --
WOOD TRUSSES AT
2' O" O.C. MAX.
2. BLOCKING TOENAI LED,
3 TRUSS BAYS BACK S
FROM GABLE END
STRUCTURAL 2X4 BRACE
SHEATHING PER PLAN
HIS 5A @ EA. OVER
FRAMED TRUSS
2z4 BLOCKING SHEATHING PER PLAN
BETWEEN TRUSSES TRUSS ANCHOR
eoripav Rewle6Aa MASONRY
EA. END 6" CMU WALL OR LINTEL, SEE
PLAN FOR REINFORCEMENT
H2.5A @ EA. TRUSS TIE PER PLAN
❑ a OVERFAMED TRUSS
EDGE NAILING /
PER PLAN
FRAMING PER PLAN
O • ' SHEATH( ATTACHMENT
- WOOD
FOR ATTACHMENTACHMENT
�ry� OVERFRAMED GABLE END DETAIL MOD (11/3012023)
11/01/2023 R2oB RWG-202(R0 449)
RWG-112
STRUCTURAL TYP TRU SS
SHEATHING PER PLAN
CONNECTOR
COST. 2X4 w/ (2) 1
PER PLAN
12d NAILS
SEE REQUIRED
BRACING PFILE USS
MANUFACTURER
ALT. OUTLOOKER FRAMING
(REDO AT 170M PH OR GREATER)
CONT 2X4 w/ (2) 12d NA LS
STRUCTURAL SHEATHING
PRE-ENGINEERED WOOD
\
TRUSSES AT 2'0" O.C. MAX.
FASCIA
(SEE ARCH. DWG.)
RWW-030
VALLEY SET
TRUSSES @ 24' O.C. VALLEY SET
M'. N. 9" LONG 20 TRUSSES @
GA. FLAT STRAP 24` O.C.
w/(8)16tl
SHEATHING
-- SHEATHING �� I PER PLAN
PERT AN
2X4 BLOCKING
UNDERTRUSS
_------- A--.-- ENDS, NAIL TO
TRUSS CHORDS (1) SDWC15600
w/ (3) 10d EA TRUSS SCREW
END. TO EVERY
TRUSS BELOW
-OR
- VALLEY SET
TRUSSES @ 24" O.C.
> SHEATHING
------ PER PLAN
2X4 PURLIN C. EA. VALLEY
TRUSS, NAIL TO COMMON
TRUSS w/ (3) 16d GUN NAILS
BOTTOM CHORD OF VALLEY
TRUSS NAILED TO PURLIN w/
10d GUN NAIL @ 8" O.C.
��N.TRUSS VALIEY SET OVER FRAME „/6,/2823
T TO SCALE RWG-060
2X4 LADDER FRAMING AT 24` 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/
O.C. RED AT OVERHANGS (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C.
GREATER THAN 12 ATTACH T( w/ MIN. Bd NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
TRUSS TOP CHORD w/ (2) 16d WHEN SECOND BRACE IS REQUIRED,
NAILS AT 24` O.C. NAIL TO OPPOSITE SIDE OF BLOCKING.
�- STRUCTURAL 1. AT VERTICALS 3-6" TO 6'-6"USE ONE 2X4 "LBACK.
/SHEATHING
PER PLAN 1Z 2. AT VERTICALS OVER 6-6" TO 8'4" USE (2) 2X4 "2 BACKS (1
2x SHTG.
BLOCKING
TRUSS ANCHOR
PER PLAN
-- CMU WALL PER PLAN
SHEATHING PER PLAN
EA. SIDE) (OR FRAME PER CASE 3 BELOW).
SAT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2X4 L' BACK
AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED ATTHE
PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d s AT EA.
END. IN ADDITION TO THE SECOND DIAGONAL, A
SEE PLAN FOR
STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND
ATTACHMENT OF
MUST BE ATTACHED TO EA. 'L" BACK WITH (2) 12d's AND ONE
ALL STRUCTURAL
SIMPSON H5 OR ONE USE FITS CONNECTOR.
SHEATHING
L
SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT W
O.C. NOTCH "L" BACKS AT TOP AND BOTTOM.
PRE-ENGINEERED WOOD -�
TRUSSES AT 2' O' O.C.
MAX.
FASCIA (SEE AR CH.
DRAWINGS)
_
_Fi
TRUSS ANCHOR
PER PLAN
FRAMING PER PLAN
PARTIAL WOOD BEARING i
�D"
CH HIP TRUSS BRACING DETAIL @OSTON HIP) 11 /01/2023
RWM-100
ei1�16®1I��1�®�
®IlAIO,fRIBi1•A,RIw
•010AW6ALL•�IRA'!
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AVIOYAA
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®LAaar®Am
�® Ro
AI
2X BLOCKING TOENAILED. mpp•y�
THREE TRUSS BAYS BACK Ylrtx•EMYI10�a®IJNuIE,.
FROM GABLE END 2X4 PURLIN now • R.O�FrNllrR
STRUCTURALSHEATH ING r EA VALLEY{IApp®�OyiRmI,A190alYlciu®•p1111p11R91Aq
PER PLAN ) TRUSS. NAIL TO
BOTTOM CORD OF VALLET 'I COMMON
TRUSS NAILED (TRUSS W'(3) ••�•S•�
TO PURUN w/ 10d GUN NAIL (,TRUSS
NAILS-
!a
COST 2x FASCIA PER
ARCHS wl OOO Fieldstone `\ \�� Nm
p) AR NAILS \
H2 5A oN' 0' O C MAX
PRE -ENGINEERED WOOD O • .
TRUSSES AT 2' 0' O.G. MAX
CONTNDGUS C.O.A.# ARCHITECURE: �� C
SHEATHING
EDGE -
B A
AA26002802
\
C
NAILING �
o. 86
P RP E LAN
C.O.E.# ENGINEERING: _—
HANGER H10A@ EA END =
(2) SDWC15600 OF VALLEY 29349 —
SCREWSFROM PER TRUSS 810'-0"
TOPPLATES TO wood 2X4DF CO MAX ❑ IBRAHEM ELAYEB, PE
O.0 RVS_EA PLY P PAWING
PLHN PER PLAN # 91476
P.E.
TYP.GABLEENDDETAIL MOD)tv3b/2023 BENJAMIN NIESE, PE � STATE OF
R2oc .. RWG-2W(`R6`449) P.E.# 86025 //�� F�ORIDQ •'' ?�
C,
12/26/2024 ��SS�ONAL E?
DATE 111111111
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.heldstoneae.Ccm
M
L7i1
q q
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F-
L-
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
DETAILS -
ROOF
SHEET #
S4.1
h
EXTERIOR WALL SHEATHING
SHEATHING N� PANEL EDGE FIELD BLOCKING
REQUIRED (MIN.)'i, SIZE NAILING SPACING REQUIRED
SHEATHING 80-C 12" O.C. ALL EDGES
7/
��a T PANEL EDGE NAILING
- NOTE. PROVIDE BLOCKING
AT ALL SHEATHING EDGES S i,
. FIELD NAILING i �i „
STRUCTURAL
TYP. SHEATHING
III,
SINGLE NAIL EDGE SPACING
\\\ 112S
I
DOUBLE NAIL EDGE SPACING I
1 2
STUD SPACING X4 BLOCKING
PER PLAN SHEATHING SPLICE SAME
STRENGTH AXIS
THICKNESS S
NAILING AND
PER PLAN ORIENTATION AS WALL SHEATHING
EXTERIOR WALL SHEATHING
SHEATHING I NAIL PANEL EDGEFIELD BLOCKING
REQUIRED (MIN.) SIZE i NAILING 1 SPACING REQUIRED
7/16' 8d 3" O.C. 12" O.C. ALL EDGES
SHEATHING
r STRUCTURAL SHEATHINGS/8
1 - FIELD NAILING,
TYP.
SINGLE NAIL
EDGE SPACING
PANELEDGE
NAILING
3 1 /2" BOTTOM
PRE-ENGINEERED TRUSS PER MANUF @ 24' O.C. MAX', (2).2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @
ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN) 9"' O.C. ALTERNATING SIDE OF THE -
- WALL FROM TOP PLATES INTO RAISED (2)-2x TOP PLATE
HEADER BELOW OVER DENG, TYP.
(fi) 0.148"x3" FACE NAILS THRU KING _ (6) 0.148"x3" FACE NAILS I
STUD TO HEADER (MIN. 3 EA PLY.) - TYP TRUSS -TO -TOP PLATE THRU KING STUD TO
CONNECTOR PER PLAN HEADER (MIN- 3 EA. PLY.) 2X CRIPPLE STUDS @ 16' O.C.
HEADER STRAP REG'MNT PER TABLE OVER HEADER, TOP/BOTTOM STUD
ULT BASIC HDR MAX STRAP HEADER PER PLAN (2) PLY HEADER STRAP REOWNT PER TABLE CONNECTORS PER W10/S4.2 TYP.
WIND SPEED CLR SPAN REQ'MN_T
<140 MPH 4 FT LSTA18 "---_�
<14 MO PH 9 FT MSTC28
L'
�160 MPH 5 FT MSTA24_
HER MAX CUR SPAN
MIN. ADDITIONAL JACK/KING ULT BASIC HDR MAX STRAP
STUD CONNECTOR WIND__S_P_EED CLR SPAN I REQ'MNT
REQUIREMENTS PER PLAN. ~ - -
'�. <140 MPH 4 FT 1 LSTA7 8
AROUND OPNG <14D MPH 9 FT MSTC28
-DGE NAIL SHEATHING
---'
>ER TYP SHEATHING
DETAIL REQ MNTS <160 MPH , 5 FT I MSTA24 ''1 I
# OF JACK STUDS
SHEATHING PER PLAN -
I PER PLAN OR
OPNGS PER PLAN; MIIT AT
CONDITION HOLD
GENERAL NOTES
DOOR QPNGS, TYP. ALT. HEADER CONFIGURATION
AT FOUNDATION -
DOWN REQUIREMENT PER TABLE
7TI— TT =
— (FOR INFORMATION BEYOND BREAKLINE OR NOT SHOWN REFER
TO STD HER CONFIGURATION)
ULT BASIC HDR MAXI
WIND SPEED CUP SPAN HD RE MINT
AT 2-STORY FLR TO FILE
S CONDITIONS APPLIES):
DTT2Z w/ (8)-1/4'x1-1/2'
<740 MPH 4 FT
._... & 1/2 6' TITEN Ho` I
HTT4 W1 (18) 0.148 1 1/2" TOTO
_
(IF
_ — —
ULT BASIC HDR MAX
HDREO
WIND SPEED CUR SPAN
<140 MPH 9 FT
— KING 6' TITEN HO`,
--y—I
1 <140 MPH_4FT CSi6xa8MLG.
<160 MPH 5 FT DTT2Z W/ (8)i/2
tl2 xB TITEN HD'
.iL
I <140 MPH ' 9 FT (2) CS1 fi 48 LG,�]
L.^ __&
1, STUDS, SPACING PER
-
r <160 MPH -_ 5 FT CSt 6x48 L.G.
PLAN/NOTES TYP. U_N_O_
STD HEADER CONFIGURATION
- APPLY (1) STRAP TO JACK STUD W/
(VIEWED FROM INTERIOR)
HER STRAP & (1) STRAP TO KING STUD
* AT CRAWL/BASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTED FOR ATR
OF SAME DIAMETER DRILL & EPDXY 6" MIN
EMBED TO FOUNDATION WALL
Wo1 TYPICAL SHEATHING DETAIL v0v2823 W02 GABLE END SHEATHING DETAIL 01^2623 wos TYPICAL OPENING Qa BEARING WALL FUDDo; vo„v2o2a
NOT TO SCALE WOW-010 NOT TO SCALE WGG-020 WGW-050
INT FINISH WOOD BUCK ATTACHMENT. ALTERNATE'. DOUBLE 2X TOP TOP PLATE CONNECTOR,
11 CUSTOM P.T. BUCK TO 2L OR GREATEN BUCK TO EXTERIOR CMU WALL PLATE SPACING PER PLAN(CHOOSE
I WOOD MASONRY MAF NNY MID SPAN BLOCKING ONE)'.
_ ix P.T. BUCK MATCH FRAME WIDTH, I BUILT-UP THICKNESS < 2 BETWEEN EACH a. (1) SPH4 @ 2X4 WALLS
-" - ATTACH w/ T' NAILS @ 4" 1/4" 1/4"x4" MASONRY _ STUD, U.N.O. (1) SPITE @ ZX6 WALLS
ATTACH FROM ENDS AND 12" O.C. SCREWS @ 4" FROM ENDS I PLATE)
GARAGE DOOR AND S b. (2) H25A (ONE EA SIDE OF
WINDOW PER REMAINDER. ATTACH AND 12" O.C. REMAINDER. TRACK, INSTALLED PER k BOTTOM PLATE CONNECTORS,
FLORIDA WINDOW THRU BUCK INTO w/ 1 1/4' EMBEDMENT MANUFACTURERS - �• SPACING PER PLAN (CHOOSE ONE): c. (1) SP2
PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. [ -'LJ ': a. (1) SPH4 @ 2X4 WALLS d. (2) SDWC15600
lKP D t>QL PRODUCT APPROVAL ', — (1) SPH6 @ 2X6 WALLS I e. STRUCTURAL SHEATHING &
FINISH PER ELEVATION b. (2) H2,5A (ONE EA SIDE OF PLATE) Ir�����j�TII���` HEATHING PER NAILING PER PLAN
WOOD BUCK ANCHORED
+ - y OR 5 8' xx 6' SIMP ON TITOEN S NAILING STRUUCTURAL SHEATHING NG & SIDE OF PLATE) IY IV 2xOT PER LATE N
PPPSVVV
2x STUDS AT 16" O.C.
PLA
& WI OR (2) WASHERS AT 24 TN
TYPICAL WINDOW ATTACHMENT DETAIL - HD Sa WIT2of TOP AND LOAD BEARING WALL w1 UPUFT
o c a/znza2l
1z/n/zo21 FRAME ro e c Bo Rows of 1/4" W10
eN1
TO MASONRY 3" MASONRY SCREWS @ 121IlC8. SCALE V G 140 WGW 105
O.C. STAGGER ROWS 6`
EXTERIOR CMU WALL
INT FINISH WOOD
2x FRAME WALL w/ P.T.UCK ATTACHMENT. 1/4" DRIVE-IN ANCHOR
yc OR ONEATTA BUCK TO MASONRY •�-.- ,..� DOUBLE Zx TOP PLATE
1x WOOD BUILT-UP THICKNESS <21/4=1/4"x4" GARAGE DOOR AND J
STRUCTURAL SHEATHING 2%P P.T.T BUCK - _ MASONRY SCREWS @ T FROM ENDS TRACK, INSTALLED PER T '?
& ATTACHMENT PER PLAN SILL PLATE, PER PLAN AND 12' O.C. REMAINDER w/ 1 1/4' MANUFACTURERS \ MID SPAN BLOCKING BETWEEN
_ EMBEDMENT 1 - EACH STUD AT FRAME WALLS 2x STUDS SPACING
ATTACH DOOR PER SPECIFICATIONS. PER GENERAL NOTES
ANCHOR BOLTS OR STRAPS, wl PLATE HEIGHT 9'-4" OR
FLORIDA PRODUCT
U.N O. PER PLAN
SEE GENERAL NOTES, U.N.O. APPROVAL `, _ ALTERNATE: I TALLER, OTHERWISE MAY OMIT.
1X CUSTOM PT BUCK TO MASONRY 5 1/2' x 2 1/4' HILTI SLEEVE
MATCH FRAME WIDTH ATTACH w/ T --� ANCHOR OR EQUAL MIN. 1 1/2 o a
8" CMU WALL, BOND BEAM BRICK - NAILS @ 4 FROM ENDS AND 12' O C '❑ EMBED INTO MASONRY (1) PER �''I SHEATHING
& VERT. REINF. PER PLAN MOLD -REMAINDER ATTACH DOOR THRU BRACKET 2x BOTTOM PLATE PER PLAN
FRAME TO MATCHING WALL WIDTH
FINISH PER BUCK INTO MASONRY PER FLORIDA MASONRY
a' ELEVATION PRODUCT APPROVAL O
FRAME WALL ON MASONRY WALL ov2623 TYPICAL DOOR ATTACHMENT DETAIL 1 va1 Po23 TYPICAL GARAGE DOOR ATTACHMENT 11 /01 /2023S�L�OAD BEARING WALL * UPLIFT 11101 /2023
1z w1s w1s
NOT TO SCALE WGMn121 NOT TO SCALE WGM-150 NOT TO SCALE WGM-160 WGW-111
EXT WALL
PER PLAN
2X4 BLOCKING @ 24' O.C.
NAILED BETWEEN STUDS
w/ (2) 1 Od NAILS EACH END
INT. WALL
PER PLAN
_ --
2X4 DBL.
III
III
TOP PLATE
(2) 1 Od NAILS END
—
STUD TO EA. BLOCK
2X4 BLOCKING'
FLUSH WITH S
FACE THAT
ADJACENT
INTERSECTING
2X4 INTERSEC'
WALL BEYOP
PARTY OR
_ EXTERIOR W)
2X4 SILL PLATE
WHEN IN CON-
w/ CONCRE-
e
19. WALL CONNECTION TO EXT. WALL 2/28ry 2022
WGW-181
SHEATHING
PER PLAN
2x STUDS @
16, O.C.
END STUD
TO FLAT
STUD W/ �T O BOND BEAM
0162'x3-1/2" P
ftrtb `fie
VOID C
2'
STUD STRUCTURAL
PARALLEL TO SHEATHING
CONN�INB PER PLAN
TOW64
STUD w/
0.162"X3-1/2"
w,6 CAURNER 7/, fi/262,
NOT TO SCALE WGW-180
COMMON WALL, -
(TYP.J e x e x 7 6 CMU
WEAVE BLOCK COURSES EVERY
OTHER BLOCK (TYP.) @ EVERY HIRE
BLOCK TEE INTERSECTION REBAR PER
PLAN
TYPICAL CMU INTERSECTION DETAIL 11/01/2023
SCALE
REINFORCED RLLED CELL DETAIL
TO SCALE
ROUGH OPENING
MITER LINTELS BY
BELOW
FIELD CUTTING
3/-i•:
#5 REBAR IN VERTICAL
GROUT FILLED CELL
#5 CORNER DOWELS INSIDE
z AND OUTSIDE OF VERTICAL
#5 BAR AS SHOWN
PRECAST LINTELS
w
FILLED WITH GROUT ,�...
CI
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BEL 2/28;2022
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TOP OF HEADER AT
MTL STRAP LOCATION -
BOTTOM OF TOP PLATE
MATCHES STD CONDITION
P4 LATE HEIGHT PER PLAN
2. CRIPPLE STUDS
(2)-2x CONT FLAT PLATE
USE (3) -a PLATE AT DBL
MTL STRAP LOCATIONS
ALT RAISED HEADER
END LENGTH CONTINUOUS DOUBLE
2x FULL HEIGHT KING STUD - PER SCHEDULE 2x TOP PLATE
PEN.
---NUMBER PER PLAN y dI PLATE HEIGHT PER PLAN
rl HEADER PER PLAN
2x BLKG USE DRL R ¢p
FLAT 2x BLKG @ DBLOOR
3" WIDE MTL STRAPS
2x JACK STUD - NUMBER
PER PLAN/NOTES
\ 1 WALL SHEATHING
PER PLANS/SHEAR
WALL SCHEDULE
SINGLE. DOUBLE OR
a,
FLAT 2x BLOCKING. TYP. 3:I
I) 2 2. SILL PLATE Y
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IN SOLID FILLED
CELLS, (SEE PLAN) COO Fieldstone
C.O.A.# ARCHITECURE:
AR HOOKED
DOWELAA26002802
C.O.E.# ENGINEERING: No. 86
3" x 5" CLEAN OUT AT 1 =
ALL FILLED CELLS 29349 7C
SEE FOUNDATION PLAN O IBRAHEM ELAYEB, PE
AND DETAILS FOR _
FOOTING REINFORCING. P•E.# 91476 / iv
■ BENJAMIN NIESE, PE � '•• STAT F v�
P.E.# 86025 �i/ F F4ORIDP
' 11/01/2023
WGM_190
DATE 224
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Bivd
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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VERSION: 5.0
SHEET NAME
DETAILS -
WALL
SHEET #
�S4.2
2x KNEE WALL OR PREENDFLOOR -T STRUCTURAL SHEATHING & STRUCTURAL SHEATHING &
TRUSS, STUDS @ 24' O.C. W/ 2x FRAME WALL PER PLAN, A TRUSS
2x 2x FRAME WALL PER PLAN, CONT. -J`- 2x FRAME WALL PER PLAN, 0 C
ATTACHMENT PER PLAN. CONT. PLATE w/ (2)16tl NAILS @ EA TRUSS \ 'i� ATTACHMENT PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS @ 16" O.C. \ 2x RIBBON w/ (2) 10d NAILS @ EA 2x PLATE w/ (2)16d NAILS @ 16" O.C. I
META16 @ 24' O.C. (MAX.)" THROUGH FLOOR SECTION - \ THROUGH FLOOR SECTION TRUSS
FLOOR SHEATHING &ATTACHMENT \\\ LSTA12 @ EA. TRUSS VERTICAL,
-' NOTE. 214 VERTICAL INSTALLED TIGHT TO 2x FRAME WALL PER PLAN, PANEL EDGE NAILING FLOOR SHEATHING & ATTACHMENT FLOOR SHEATHING & ATTACHMENT
TOP AND BOTTOM CHORD w/ -_.I AL NOTES 1 Ii COUPLING NUT, OR THREADED BEND @? BOTTOM PLATE
(3)8d TOENAILS AT LOCATIONS NCONTAILS 2x PLATE wi (2)16d T SS NAILS RIBBON TO EA. PER GENERAL NOTES it ROD CUT TO LENGTH PER GENERAL NOTES
=WHERE EMBEDDED STRAPS ,I NAILS @ i6' O.C. - TRUSS, TYP TOP &BOTTOM c -_ - �-- _ -- - FIELD FRAME 2X4 KNEE WALL
AND END GABLE STRAPS
PANEL EDGE NAILING 8d NAILS 3' O.C. WALL II iIk OR PRE-ENG FLOOR TRUSS.
VERTICALS MISALIGNS. _ _ _ _ _ FLOOR SHEATHING 8 SHEATHING TO EA. 1 2 S STUDS @ 24" O.C-, TOE NAIL
ATTACHMENT PER GEN. NOTES TRUSS END LEG BOTTOM PLATE/CHORD w/
a�D tRUSS PER PLAN PANEL EDGE NAILING Sw j PANEL EDGE NAILING , NAILS @ B' O.C.
' TH ( ' TRUSS PER PLAN _ @ EAETAITRU TRUSS
TRUSS NA TO NOP PLATE LSTA, 5 @ EA. VERTICAL BEND
SHEATHING PER PLAN 2x4 BRACING MIN AIL IN ' TRUSS /JOIST PER PLAN@BOTTOM OF TOP PLATE
^ . 8"CMU WALL. BOND BEAM s'' GABGE & MIN) (3) MAX. TRUSS, C FLOOR TRUSS TO MASONRY WALL & VERT, REINF. PER P ON2023 TRUSSIJOIST TO FRAM FkhRIM1f01�WE1�R 2AND SHEATHING PER PLAN -- 2x FRAME WALL PER PLAN
SHEATHING 1/2'
& VERT. REINF. PER PLAN PER PLAN 8 CMU WALL, BOND BEAM @ ALL CORN ERS��
�+ BRACING SPACED MAX. 5'0' -
FLOOR TRUSS TO MASONRY WALL 11/01/2023 e��R
E WALL 1i/30/2023 FLOOR TRUK JOIST TO FRAME WALL 12/1712021
(�YNOTTO
LTM'010 SCALE LTM-020 MOD-RB(LGW-020) LGW-030
2x FRAME WALL PER PLAN. CONT. STRUCTURAL SHEATH, NG &
2x PLATE w/ (2)16d NAILS @ to O.C. / ATTACHMENT PER PLAN. CONT.
FLOOR SHEATHING &ATTACHMENT
PER GENERAL NOTES
THROUGH FLOOR SECTION""'
TRUSS/JOIST
PANEL EDGE NAILING
PER PLAN
BEAM/GIRDER PER PLAN
1'
PANEL EDGE NAILING
/!
NOTE. ILO CONT. WALL SHEATHING
SHEATHING PER J
IN STALL LSTAI 5 STRAP EA STUD,
PLAN
CORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAM/GIRDER
2-STORY CONNECTION AT BEAM 11/01/2023
Lo7
NOT TO SCALE
LGGm070
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, CONT.
THROUGH FLOOR SECTION
2x FRAME WALL PER PLAN, CONT.
2x PLATE w/ (2)16d NAILS an 16' O C.
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
2x4 LEDGER OR TRUSS TOP
CHORD w/ (2)12d NAILS TO EA
WALL STUD (MAX. 16' O.C.)
STRUCTURAL SHEATHING
& ATTACHMENT PER PLAN
2x FRAME WALL PER PLAN,-.
CONT. 2x PLATE w/ (2
STRUCTURAL SHEATH NG &
ATTACHMENT PER PLAN.
NAILS @ 160 C " O.C.
THROUGH FLOOR SECTION —
FLOOR SHEATHING &
ATTACHMENT PER
GENERAL NOTES
pgNEL EDGE NAILING
TRUSS/JOISTPER
PLAN _BEAM/GIRDER
PER PLANSHEATHINGPANEL
PER PLANNOTE.
1TO
EDGE NAILING
CONT. WALL SHEATHING INSTALL
6 STRAP EA STUD, CORNERS 8
TRUSS/JOIST CONNTA,
FLANKING ALL OPENINGS. CENTER
BEAM PER MANUF.
STRAP AT TOP OF BEAM/GIRDER
2-STORY CONNECTION AT BEAM
11/01 2023
IS.
NOT TO SCALE
LGG-080
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, CONT.
THROUGH FLOOR SECTION
2x FRAME WALL PER PLAN, CONT.
2x PLATE w/ (2)16d NAILS @ 16' O.C.
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
2x FRAME WALL PER PLAN
HOLD DOWN CONNECTION PER PLAN
ZANCHOR BOLTS OR EPDXY ANCHOR
6" MIN. EMBED. (EXPANSION BOLTS
ARE NOT ALLOWED)
2. BOTTOM PLATE PER PLAN
2. BLOCKING @ EA. BRG.
STUD PER PLAN AS SHOWN
PRE-ENGINEERED
TRUSS/JOIST PER PLAN
S' CMU WALL, BOND BEAM &
VERT. REINF. PER PLAN
Lzs BEARING STUDS TO BOND BEAM DETAIL 2/28/2022
LGM- 260
2x4 LEDGER OR TRUSS TOP STRUCTURAL SHEATHING & --
CONT. 2x4 BLOCKING/LEDGER STRUCTURAL SHEATHING & - CHORD w/ (2)12d NAILS TO EA
w/ (3)1Otl @ EA STUD &TOE ATTACHMENT PER PLAN, CONT. "/III ATTACHMENT PER PLAN, CONT. III - - CONT. 2x4 BLOCKING/LEDGER
WALL STUD (MAX. i6"O.C.)
NAILED TO EA TRUSS THROUGH FLOOR SECTION THROUGH FLOOR SECTION w/ (3J 10d @ EA STUD &TOE
STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN, NAILED TO EA TRUSS
STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN. 8 ATTACHMENT PER PLAN CONT. 2x PLATE w/ (2)16tl
8 ATTACHMENT PER PLAN CONT. 2. PLATE w/ (2)i6tl f NAILS @ EA TRUSS \ STRUCTURAL SHEATHING
NAILS @ EA TRUSS & ATTACHMENT PER PLAN
CONT. 2x4 RIBBON - �' - CONT. 2x4 RIBBON
FLOOR SHEATHING & —�� FLOOR SHEATHING &
ATTACHMENT PER GEN- NOTES ATTACHMENT PER GEN. NOTES
r
y
TRUSS PER PLAN
BE END ROOF TRUSS PER
TRUSS PER PLAN -
TOP CHORD BEARING
_
2x KNEE WALL OR
MANUF., STRAP PER PLAN
2x KNEE WALL OR -
PRE-ENG ROOF TRUSS PER
PRE-ENG ROOF TRUSS PER
-
TOP CHORD BEARING
PER PLAN
PRE-ENG TRUSS PER PLAN
MANUF., STRAP PER PLAN
TRUSS PER PLAN -
MANUF., STRAP PER PLAN
TRUSS PER PLAN -
PRE-ENG ROOF TRUSS PER
PREENG TRUSS
8' CMU WALL, BONG BEAM
F
- TRUSS BOTTOM CHORD OR 2x LEDGER
w/ 10tl NAIL TO EA VERTICAL 8 TO
8' CMU WALL, BOND BEAM
(2) 2x6 LEDGER w/ 1/4` x 5"
CONT. 2x4 RIBBON -
-
TRUSS BOTTOM CHORD OR
CONT. 2x4 RIBBON -
MANUF., STRAP PER PLAN
& VERT. SEINE. PER PLAN BOTTOM PLATE/CHORD @ 16' O.C.
& VERT. HEINE. PER PLAN SDS SCREW TO EA TRUSS
2x LEDGER w/ (2)10d NAIL
(2) 2.6LEDGER w/ 1 /4' x 5'
VERTICAL & TO BOTTOM
8" CMU WALL, BOND BEAM
TO CONT. RIBBON @ 16" O.C.
S' CMU WALL, BOND BEAM
SDS SCREW TO EA TRUSS
PLATE/CHORD @ 8" O.C.
& VERT. REINF. PER PLAN
& VERT. REINF. PER PLAN
& TO RIBBON @ 8" O.C.
"NOTE:
-NOT
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
"NOTE.
"'NOTE.
DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL
DETAIL L021S REQUIRED TO ACCOMPANYTHIS
DETAIL
FLOOR TO MASONRY WALL @ LOW ROOF 2/28/2022
FLOOR TO MASONRY WALL @ LOW ROOF 2/28, 2022
FLOOR TO MASONRY WALL @ LOW ROOF
12/17/2021
FLOOR TO MASONRY WAl @ LOW ROOF
12/1712021
L11
L12
L13
L14 .4.
NOT TO SCALE LTM-110
NOT TO SCALE LTM-120
NOT TO SCALE
LTM-130
NOT TO SCALE
LTM-140
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, COST.
STRUCTURAL
THROUGH FLOOR SECTION
CONT 2x4 BLOCKING/LEDGER
SHEATHING
2x FRAME WALL PER
w/ (3)10d @ EA STUD & TOE
CONTINUOUS
PLAN, CONT. 2x PLATE w/
NAILED TO EA TRUSS
2. SITU(SEd
PL�IvF®�
(2)16d NAILS @ 16" O.C.
STRUCTURAL SHEATH`.NG
C
BEAM/GIRDER PER PLAN
- & ATTACHMENT PER PLAN
CO
FLO A
FLOOR SHEATHING &
PER PLAN
ATTACHMENT PER
GENERAL NOTES
EDGE NAIL
r
SHEATHING \'
5
/ �
LAI
5
TRUSS/JOIST PER PLAN
PRE-ENG ROOF TRUSS PER
TRUSS/JOIST
PER PLAN
MANUF., HTU26 OR HANGER SHEATHING PER PLAN
SHEATHING PER PLAN
- PER MAUNF., U.N.O.
BEAM OR
FLOOR
EDGE NAIL SHEATH'NG
TRUSS
GIRDER
NOTE:
ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP
EA STUD, CORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAM/GIRDER
STRUCTURAL_ SHEATHING & i PANEL EDGE
214 BLOCK. NG BETWEEN EA ATTACHMENT PER PLAN. CONT. NAILING TO BLKG
TRUSS (OR CONTINUOUS AS THROUGH FLOOR SECTION..' - 2x4 LEDGER OR TRUSS TOP
TRUSS ALLOW) w/(3) I Oddd TOE CHORD w/ (2)12d NAILS TO EA
�W� �Y LE 21 6FKEND O (DJ STON UDS
IN T IL TO WALL STUD (MAX. 16" O.C.)
N EA END TO ADJ STUDS, TVP
_ ___ __ 2x FRAME WALL PER // STRUCTURAL SHEATHING
EDGE NAILING PER E.
CONT. 2x PLATE w/ / &ATTACHMENT PER PLAN
DETAILS (2)16d NAILS @ 16" 0,0
BUSSES FLOOR SHEATHING & N
24`O. C. ATTACHMENT PER GEN. NOTES ��-
S
SDS @
TRUSS
OR
HANGER gPEER���FF
'NOTE: LM RTNE
TO THE WAL RING
BEING CONTINOUS TO THE
BEAM BELOW IS TO USE LSTA12
@ EA STUD ABOVE TO BEAM
BELOW
L1 s 27STORY CONNECTION AT BEAM 8/, e/zo22 L1 s 2- STORY CONNECTION AT BEAM WI LOW ROOF MOD (5/10/2022)
NOT TO SCALE LGG-160 NOT TOSCALE EGG 184(I E-450)
TRU55 / JOIST EDGE NAIL
PER PLAN SHEATHING
BEAM;GIRDER
PER PLAN
PRE ENG ROOF
SHEATHING PER PLAN TRUSS PER MANUF.
TRUSS/JOIST CONNECTION TO - TRUSS BOTTOM CHORD OR 2.
BEAM/GIBER PER MANGE. LEDGER W 10d NAIL @ IS' O.C.
EDGE NAIL SHEATHING
NOTE:
LLD CENT. WALL SHEATHING INSTALL LSTA15 STRAP
EA STUD, CORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAM.IGIRDER
L17 2STORY CONNECTION AT BEAM (SHEARE TRANSFER)
NOT TO SCALE LGG-170
STRUCTURAL SHEATHING&
ATTACHMENT PER PLAN, CONT
THROUGH FLOOR SECTION
2. FRAME WALL PER PLAN, CONT_
-`
\\
2x PLATE w/ (2)16d NAILS @ 16" O.0
BEAM/GIRDER PER PLAN
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
71
2x4 LEDGER OR TRUSS TOP
CHORD w/ (2)12d NAILS TO EA
WALL STUD (MAX. 1&' O.C.)
STRUCTURAL SHEATHING
& ATTACHMENT PER PLAN
EDGE NAIL
SHEATHING
TRUSS/JOIST PER PLAN / / IREENDROOF
SHEATHING PER
PLAN J'/// TRUSS PER MANUF.
EDGE NAIL SHEATHING TRUSS BOTTOM CHORD
OR 2x LEDGER w/ IOd
NAIL @ 16" O.C.
"`NOTE:
ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP
EA STUD, CORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAM/GIRDER
L15 FLOOR JOIST @ LOW ROOF 12/17/2021
NOT TO SCALE LGG-150
ODO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
12/26/2024
DATE
j- No
i Q STA OF
ss/�NAL 0?
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813,466.3310
www.fieldstoneae.com
L_
DRAWN BY: BYIFAE�
VERSION: 5.0
SHEET NAME
DETAILS -
FLOOR
SHEET #
S4.3
STRUCTURAL SHEATHING.
REFER TO R11/S4.1 FOR NAIUNG
& OTHER REQUIREMENTS
INSULATION AS PER SPEC.
PRE-ENGINEERED ROOF TRUSSES.
REFER TO TRUSS MANUF DWGS
12 PER ASPHALT ROOF SHINGLE
ELEV. (OR TILE PER SPEC.)
I _-.
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1 &
DETAILS ON S4.1 SHEETS
FASCIA PER COMMUNITY SPEC
SOFFIT & OVERHANG
PER SPEC.
BOND BEAM PER FIRST FLOOR
LINTEL PLANS ON S2.1 &
DETAILS ON S4.2 SHEETS
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
SOFFIT PANELS < 2'-0'
MIN. 2X2 VERTICAL BRACE
@ 24' O.C. MAX SPACING.
ATTACH TO EA ROOF
TRUSS W/ (2) BD NAILS.
MIN. 2X2 HORZ BATTEN,
IF REQ'D PER MANUF.
ATTACH TO EA VERT.
BRACE W/ (1) 1OD NAIL
(24" CO_ MAX SPACING)
PANEL ATTACHMENTS
PER.MANDE
M'.N. 2x2 VERTICAL BRACE
@ 24" O.C. MAX SPACING.
ATTACH TO EA ROOF
TRUSS w/ (2) 1 Od NAILS,
MIN. 2x4 HORZ BATTEN, IF
REGO PER MANUF.
ATTACH TO EA VERT.
BRACE w/ (2) 10d NAIL
(24' O.C. MAX SPACING)
PANEL ATTACHMENTS
PER MANUF,
INTERIOR
EXTERIOR
F L -
2' 0" < SOFFIT PANELS < 3-0"
WALL CONNECTION PER
INSTALL MID BLOCKING
FOUNDATION PLANS ONSI.,
-SPAN (BATTEN)
AND DETAILS ONsl.o SHEETS
WHEN REQUIRED BY MANUFACTURER
0'-0" FIN. FL.
FINISHED GRADE
MONOLITHIC FIND. PER
FOUNDATION PLANS ON 51.1
AND DETAILS ON S1.0 SHEETS
SOt TY IX1 STORY WALL SECTION 09/12/2024
NOT TO SCALE WSM-012
STRUCTURAL SHEATHING,
REFER TO R11; S4.1 FOR NAILING
12
& OTHER REQUIREMENTS
PER
ELEV.
ASPHALT ROOF SHINGLE
(OR TILE PER SPEC.)
� -
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1 &
DETAILS ON S4,1 SHEETS
STRUCTURAL SHEATHING,
TOP OF WALL
REFER TO R11/S4.1 FOR NAILING
(REFER TO ELEV.)
& OTHER REQUIREMENTS
INSULATION
INSULATION AS
AS PER SPEC.
PER SPEC.
FASCIA PER COMMUNITY SPEC.
I
PRE-ENGINEERED ROOF TRUSSES.
)\
REFER TO TRUSS MANUF DWG
SOFFIT & OVERHANG PER SPEC.
\
PER ASPHALT ROOF SHINGLE
PRE-ENGINEERED ROOF TRUSSES,
ELEV. (OR TILE PER SPEC.)
REFER TO TRUSS MANUF. DWGS
\
/
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1 &
STRUCTURAL SHEATHING,
SOFFIT PANELS < 2' 0"
DETAILS ON S4.1 SHEETS
REFER TO WOt /S4.2 FOR NAILING
-
REFER TO PLAN
AND OTHER REQUIREMENTS
/ \
FASCIA PER
_ COMMUNITY SPEC.
SOFFIT & OVERHANG PER SPEC,
BOND BEAM PER FIRST
FLOOR LINTEL PLANS ON S2.1
& DETAILS ON 54.2 SHEET
PRECAST LINTEL PER FIRST
FLOOR LINTEL PLANS ON S2.1
& DETAILS ON S4.2 SHEETS
OPENING w/PRECAST
SILL PER PLAN
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
INTERIOR EXTERIOR
WALL CONNECTION PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
.f,0' 0" FIN. FL.
FLOOR JOIST OR TRUSS SYSTEM
& DIRECTION PER STRUCTURAL
FLOOR CONNECTION PER
FLOOR FRAMING PLANS ON S3.1
AND DETAILS ON S4.3 SHEETS
RIM BD. OR TRUSS PER FLOOR
FRAMING PLANS ON S3.1 AND
DETAILS PROVIDED ON S4.3 SHEETS
TOP OF FLOOR
(REFER TO ELEV.)
MIN. 2X2 VERTICAL BRACE
@ 24' O.C. MAX SPACING.
ATTACH TO EA ROOF
\ TRUSS W/ (2) SO NAILS.
MIN. 2X2 HORZ BATTEN,
IF REQ'D PER MANUF.
ATTACH TO EA VERT.
BRACE W/ (1) 1 OD NAIL
(24' O.C. MAX SPACING)
/ PANEL ATTACHMENTS
PER MANUF.
MIN. 2x2 VERTICAL BRACE
@ 24" O.C. MAX SPACING.
ATTACH TO EA ROOF
TRUSS w/ (2) 10d NAILS.
MIN. 2x4 HORZ BATTEN, IF
REGO PER MANUF,
ATTACH TO EA VERT.
BRACE w/ (2) 10d NAIL
(24" O.C. MAX SPACING)
PANEL ATTACHMENTS
PER MANUF.
2'-0" < SOFFIT PANELS < T-0"
INSTALL MID -SPAN BLOCKING (BATTEN)
WHEN REQUIRED BY MANUFACTURER
BOND BEAM PER FIRST FLOOR
LINTEL PLANS ON S2.1 &
DETAILS ON S4.2 SHEETS
_ FINISHED GRADE
." • MONOLITHIC FND., PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS INTERIOR EXTERIOR
_:)TYPICAL I STORY WALL SECTION 09/12/2024
NOT TO SCALE WSM-021
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
WALL CONNECTION PER
-- FOUNDATION PLANS ON S1.1
zxiz STAIR STRINGER
z. ANDOETAILSON S1.OSHEETS
LET -IN THRUST aLoac
w/ (BJtOtl (0_Iae"x3"NAILS (2) 2X8 BEAM
TO WOOD FRAMI) NG OR
�3r1/4xz S/,I CONCRETE s NOwc STAIR LAN 0'-0" FIN. FL.
SCREWS TO SLAB EERAIL ELEV.d zE 2X12 STAIR A.
PLANSGH. `�..r - PER ARCH GTRINGER FINISHED GRADE
(z1 2xe BEAM
2x6 FLOOR JOISTS P 16"D.C. � 2x ROGERATTACHROTC . 2X6 FLOOR LOISTs MONOLITHIC FND., PER
TO BEAM w/ LUS26 HANGEft3 (2) 2X8 HEADER w/ (2)�6d Q / 6' O.C. TO BEAM
NAILS e" D R sTAccERED 016 0 HANGERS FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
E°E FEF P 4NG A36 CLIP EA GTRINGER TGs � 1&11° „G �3044ORY WALL SECTION 09/,2^2024
2xLEDGER, MAx. rvAIUNGPRuss/dolsWSG-043
FLOOR TRUSS PER MAN PCR TRuSG TFL.-:RDER/RIMMANUF
A35 CLIP EA A35 CLIP EA FLOOR
CONT zx BANO BOARD w/ - MANUF@ EA \ IOPCFA00X RIPdFR00A l�ff RoOR
(4))Dd NAILSTO EATRUSS zx6 LEDGER ATTACHED TO STRINGER TO BACKER STRINGER TO ELV EV: PER STRINGER TO EL� GIRDER/RIM EL
x6 LEDGER ATTACHED TO FLOOR TRUSS w/ 1Dd NAILS 2X LEDGER, PLANS 2X LEDGER, PLANS PER PLAN PLANS
2x BAND w/ (2))0d NAILS C, 3" D.C. ALONG BOTTOM MAX. NAILING MAX. NAILING
@ a" O.C. STAGGERED CHORD AND ALL WEBS
i
SS FLOOR TRUSS ST
P�IfH�®fi ATTACHED F.
_ i)/z�`,�M`I 1/� MIN ` e�'YI�AI�AND TO FLOOR TRUSS w/ 1 Od @
1. Y NIIN - IN. To i i z MAXOIA_ BOARD w/ (4)1 Od NAILS @ 3" O.C. ALONG EA STRINGER
/a-NG AND `- N( 4!11FTD@ ATTACHED
RAIL BRAG BOTTOM CHORD AND ALL TO BACKER
TO BE CONNECTED TO RETURN HANDRaL T154$%AND w/ (2)10d WEBS
FRgMINc PER MArvuF wrO �x BACKER BO. NAILS @ 4" O.C.
RECOMMENDATIONS
�S /4"-i )/0"NOSING Z '�\ TAGGERED
'9 GREATEST RIANDEBEwEEN RGEST 'l° f, aly'�IAL STAIRDEiAII 2/28/2022 ►II 1 /
GREATER DHAN 3/8E. GREATEST VARIANCEBE \ 1 I /
HS - BETWEEN TALLEST RISER AND SHORTEST `�ONRANORNLREQUFII!Bd B W5G102 OHO Fieldstone \\����� )pmI
RISER SHALL NOT BE GREATER THAN 3/8".
s,o TYPICALSTAIRDETAILS 11101'2023 C.O.A.#ARCHITECURE: ` �4, S ��
wsc.io, AA26002802
(2)2X8 BEAM C.O.E.# ENGINEERING: - No. 86
2x LET -IN THRUST BLOCK 1 29349
W/ (3)10d (0.148"x3") NAILS 1V� - '-
TOWOODFRAMINGOR ELEV.&SIZE 2X125TAIR ELEV &SIZE 2X1ISTAIR p IBRAHEM ELAYEB, PE � •0
(3)1/4"x2-3/4"CONCRETE PER ARCH. STRINGER PER ARCH. STRINGER
PLANS 2x LEDGER PLANS
SCREWaa LAB ATTACHED TO (2)2XBBEAM P.E.# 91476 ��
(2)2XB HEADER ■ BENJAMIN NIESE PE % O STATE OF
ti_NC$Rjdffi' MI;$ $S 2X6 FLOOR JOISTS
WO.C. TO BEAM @ 16" C.C. TO BEAM P
5TAG R4lNGERS w/LUS26HANGERS A
25 P .E.# 86025
ORID Gam`\\
STAIR DETNLS � S • • • .... • • • ��
1/12/2021 12/26/2024 �/ ��
81MI�lk
wsGm,6a DATE ////ONA►. "N��
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
L_
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
DETAILS -
MISC.
SHEET #
S4.3.1
r
--- -- -- -
PRECAST LINTEL GRAVITY LOAD TABLE
v4.21
[DADS L:STEDHAVEREEK �4LJ4TDORCON _=:=ROMAPPROVEDMANJFAC-vRERS:
CAST-CRETE. LOTTS CONCRETE7'A LITY PRECAST CO.
VAXIMUMLOAD (PLFI
ARPROX.
LNTE1tENGTH
MAX -CLEAR
OPEN rNG
TYPE A
%"LN�B"TYPEC
R TY- B 12" lyE a
u"'-YPEC
"-vv. g•. Sfi" n> f :.0" n'c; a _4"'Y�E 3
I4'1YPEC116"T'PEC 120"TYPE[ 124"TYPE{
28 YPE 3
23°1'PEC32"'YPEC
32° YPE 9
Z IU"
1' 6"
2211
Y,9
3069
_ 3 9
4605
32K
_
.5206 5 �7547 8974
10000 ..
17007 .
I'll,
22'
2231
- 3059
,.4605
.20661L
32K, KI
1 7547-
A890
I 89 4
53e-
10-"___
:34
low
2E6i
2551
e _
4605
SW 113
7547
8974:...
160OD
i3
3'2"
1969
4375
s 6]-
-
i000D :,
: 10060...
4'3":
3'd"
1217
• :49
1349
Z8
30'0
-.T.� _'5
360
3_32
_�86
4"45
456 5355 4766 5817
1074:
8208
5 4"
A.R..
-
I11D6
1349
_
3(190
_.
.�9_
d567 5365 4766 5817
7074
8203
910'
4'6'•
�0
li:5
1M5
_-
1622
i6rL ___
2050
2549
30^9
4242 43br1 3942 4989
5817.
5552
6'6"
52"
710
"-
1232
2'T
2177
37� 3420
3031
37C7
4383
O-
2738 1 3490 1 5381 1 8360
8625:
7590
T 6"
6 2"
570
_
~ 991
1729
2698
21% J _ 2632 3898 j 5661
4742
5501
8'4'
710"
Ogg
699
699
L �1)
1245
_5 1e16
256,
31'M
_8�8
302
1516 1841 2554 3496
2954.
3387
.a
80"
415
699
1245
:N/A 18143 2564 3486
2964
3367
10, BY
12"
35a -
_
�10
N54
Ni 2a
h3_
.9
8L
Nit 1533 2_3- � 278
2259
I" e
30 0"
31S
o
5'67
L9
�-945
N, _306
�84G
3
_
N/A � 1366 �1$46 I 2423
3137
404[:"
12'0`
la 8"
12
525
1.... 873
N[A I. 1254 ,. �168d 1193...
2305
3552
12`T
if 2"
271
47.
471
z .
755
N a -T'
'•tR
1838
2::6
By
N/A 1075 1428 1 1838
2316
2883
13"4"
12'0°
255
n7
471
'S_
755
N,1 -c_75
1,129
J38
_'b c
S
N/A 1OY.5 1428 1838
2316
288°.
34'0°
12'8"
239
424
424
C5
705.
N,A IA'
D26
NIA 1002 1328 1697
2127
7630
N/A
N,4
NIA
N'4
783`
N,A N�4
N/A
N:A
b-4
%
N(A 1234` 1421` IT'S*
21W
2662`
15'e
IN 0"
N/A
N/A
N/A
N G
710'
N,a N;A
NjA
N/A j 11E0* Ml3 1569-
:03i
2493'.
17'4"
160"
N/0.
NrA
N A.
N
548`
N'A_ NIA
NIA
N.4
%'4
l 1..
_._
N A 952' 1llT .71
1671
i997`.....
24'P
18'0"
NIA
1414
N/A
N A
420-
N.A N14
NiA
N;A
! 4
N1n
:NIA 7.50 _*V 1177-
3415'
1676'
N'0"
18'8"
NIA
N/4
N/A
N
340
WA N'A
N'A
N'4
P;,`N/A 598* 845` ll14r::
1345*
14fi8:.`.
24'(T
228"
N/A
N,A
N/A
NA
We NIA
N/A
4.50* 630* *830 ;.
XMO*
I'220"
' PRESTRESSED `* 8° W/2" RECESS i_ .:%Tc LS
Type A=unfilled no Reba; Type B= Grom, me] per Plan in Bond Beam Only, Type C=Conlinpus GmutS=eel per plan in Rend
Beam & Lintel
FASTENERS
ALLOWABLE LOADS
CONNECTOR
QT5'I.
TYPE
"'A""t
,UPLIFT (ibs)1.6
Iles', .a+ 1,0 i
Lal r3al
(ICI V' 1.6
METAi6
8
3.148"xl-li2^
_- 1450
F1 340
F2 770
HI=TA16
9
OA48`xl-1a2"
-
1810
f1: 770
F2.770
!ZI META16
1-pN
10
O.I48"x1-312"
-
7875
Fl . 690
12 77E7
(21 META16
a 2- or 3-ply
14
0.162"x3-1/2"
--
1_F1.
12%S
F2 2080
_ _
(2) HETA16
I-DIV
ID0.148"k1
1/2"
-
1920
FT 680
F2 770
W HETA36
2� Gr 3-
12
0. 162`x3-1/2"
--
7365
F1.'350
F2. 2430
H'STM16
8
D. 148"Y•1 1/2"
1110
Fl 320
F2. 90.
4
1/4'N1 314-CONC SCREW
LGIIM28-2
6
3 8" x 4 T!TEN HD
2435
6
i/4"x'2',2I! SSL W
MSTC28
35
0.148 x 3 1 4"
-
34fr0
MTS12
14
0.148'xi L/2"
-
990
2 MTS12
28
0.148'k . 2"
-
1980
-
MTS16
14
0.148° 7. +r'2"'
990
HU 210-2
18
SJ4"x2
3500
1800
-
30
0148Gh3/4°CN[SCREW
HTS16
32
0.148"x1-112,
2UM
P) HTS16
16
0. 148"x1- `2'
1330
H-rS20
24
0.148°xl-1/2"
1310
LSTA12
10
0.148"x2- 2
925
L STASH
14
0. 148"x2-1/2"
-
123S
--
LSTA30
22
0.148"X2-1/2"
1b40
MSrA24
18
0.148" X 2 1'2"
1 IS40
--
(21 MSTA24
36
0, 148" X 2 1/2'
280
MSTA36
26
0-348'X2112'
2050
--
2)MSTA36
52
0148" X 2 1/ 2"
4300
MSTA30
22
0.148x2-12'
205D
MSTC28
36
1 0. 14_8'x 31/4'
3,460
-
MSTC52
62
0.148`X31j,$"
__
4735
MSTAM24
9
0.148"X3"
1,425
--
5
"
Il X23/A"
-
MStAM3b
13
0.148"X 3°
8
r4"X21./4'
(2) MSTAM36
26
16
0.143" X
34'X2114"
MSTCM40
10
11411-1/4" CONIC SCREW
2800
--
14
0.148"X3-1 4"
MGT
22
0143N3"
_
3965
F1.775
F': 52S
1
S "A'R
HGT-3
15
0148\3"
_
10.790
2
3/4"A`R
VG'rRorL
1
5/9'A-R
_
2225
F3:650
F2: 630
16
1/4"x3"SDS
Vb3TR/L
2
5/8"A_t
_
iStS
F1:650
F2: 5'A
32
114N3" SOS
YGT
1
S.rn' A-R
-
4940
FIE. 1125
FZ 590
16
1/4'Sc3''SOS
(21 VGT
2
S/8"ATR
7185-201y 88
3 I
F2. 1195
F2. 590
32
1 4"X3" S0S
DTT27
1
8
1./2"ATR
14'"'SDS
_
1825.2.x4 min
2145 2`Zu4 min
-_
HTT4
1
1:; "ATR
3610
-
16
0.148'
HITS
I
S./8"A-R
4670
26
0.148'\3"
HTTSKi
1
5 `A R
26
SDp10x2-1/2"
ABU44Z
1
SI62"S"ATR
7570
L900
._
12
0. 1x3-112"
ABU66Z
1
5,18' ATR
18205
2475
12
0 162*x3-1/2"
'rZSA
10
0.131"K2112"
--
565
F1.110
F2 -
HSOA
1%
0.148x1-V2'
-
1340
F1 565
F2 - 295
HIOA-2
18
0.148"xl-I(2'
-
1090
Fi. 680
`2 260
HUC49
14
1/4*x2-3/4"CONC SCREW
3500
1135
-
6
0.148"x3"
HEC414
24
L/4"-r2-3/4-CONC SCREW
5085
2015
--
12
0.149"13'
LIJS26
4
0, 14S'x3"
865
1165
SPH4
12
0.148'x1 1/2'
_
Center. 122 %0
OTC eftps
4
3/I6"x2-3/4" CONC SCREW
-
--
FS : 85
F2 . 135
2
0.131"x2-1;2"
435
12
0.131"xi-1,12"
--
--
F1 650
F2 670'
SDWC156W
1
SOWC15600
-
61S
F1. 130
F2: 22S
SDWCI3450
1
SDWC15450
295
F2.150
HTU26
20
GAG2"0-1/2"
32011
1250
--
14
0148"x3'
LGU3.63-SOS
16
114" X 2 1/2"
6;720
s.SS5
--
12
1 V4' X 2 _2"
HDU3-SDSZ.5
1
7/8"A-R
--
7,370
--
20
4"X 21 `2" SDS
H.0t171-sD52.s
1
1"ATR
11,175
--
30
4"X2i12"SOS
T'H026
20
0.162" x 3"
2940.
324D
--
20
(1148"x
THD28-2
29
D.162"x 3'
4310
4860
--
16
0.148"x3"
LEGEND
E
8x8 FILLED CELL W/ (1) - #5 REBAR
- -
BEAMS
IN 7
8x8 FILLED CELL W/ (1) - #7 REBAR
-. ..
HEADER - WIDTH TO MATCH WALL
GIRDERS
I�0:]
8.8 FILLED CELL W/ NO REBAR READ
PLUMBING WALLS (FOR REFERENCE)
----
BEARING/SHEAR WALLS (FOR REFERENCE)
�.
45` CMU -FILL CELLS W/ #5 REBAR
ROOF BLOCKING
1W2FIFILLED CELL W/ #4 REBAR
(;2
®
BALLOON
12x12FILLED CELL W/ #4 REBAR
WALLSMIGHER BEARING WALLS
I�
(IN
CONCRETE TIE BEAMS
ELEV
ELEVATION INDICATOR
®
PLUMBING PENETRATION FOR
i11
DETAIL INDICATOR
FRAMING LAYOUT
HDR SIZE
LINTEL OR WOOD HIDE DESIGNATION
OPEN SIZE
(ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
(% -
BRACED WALL LINE
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPRDX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECT/ARCHITECTURAL
EQ
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
NTS
NOT TO SCALE
BOT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRG
BEARING
FDN
FOUNDATION
OPNG
OPENING
ETWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAILING
CL
CENTERLINE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIE
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCING/REINFORCEMENT
CJ
CONTROLJOINT
GALV
GALVANIZED
REOD
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRID
GRADE
SO
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALLBOARD
SHTG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
SIM
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE#2 OR BETTER
DBL
DOUBLE
HEIR
HEADER
SPF
SPRUCE FIR FIR #1/#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
IN
INCH
ENO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
_-_- 2023 FL - C & C Pressures Asp• `
Gaole Roof C_Po__ H InRaof Camp-en"Wali Components
Effer2Fve Wind Arca
Zone 1 7p 2 Zont 3 Zone 1 Zane 2 Zmt 1 Zont 4 2orre 5
A 100 SCIFT(Gird-1 114 -27d 13.4 -33.0 13.4 37.8 13.4 -235 13d -28.3 33.4 -28.3 24.0 P4.0 -24.4
.4 I 5GSCIFT(Winda-) 14.8 -31.2 1 14.8 A2.5 14.8 -49.4 14A -27.8 1 14.4 1 -35.5 1 14.4 -35.5 1 25.2 -27.6 3a.2 -31.4
A < 10 SC+}T{Fasteners) 18.7 -40.2 1 13.7 -64.1 18.7 -76.1 21.1 -37-3 1 21.1 1 -52.2 1 21.1 -52.2 1 28.3 -30.6 1 28.3 1 -37.8
Components and Cladding
Pressures (ASD) - 2023 Ft
Positive
Negative
"eight
Effiactive
Fressure
Fressure
Desptiptioe Zone Width (ft)
(ft)
Any (1`12)
(psn
(psfl
DESIGN PRESSURES 910VN ARE MINIMUM ALLOINA91k
112
Z3.6
WAS. VALUES ARE TO BE INCREASE`AS
160700HG0
--
16 1
7
1
1 1
-2&3
REOINREO BY MORE STRINUNI :OCAL REOIIREMENTS
3068 w/3010
1
1 1
TRI
4
3
&
24.0
26.7
-29.1
\11111
��/
ORO Fieldstone .......
C.O.A.# ARCHITECURE:
AA26002802�
C.O.E.# ENGINEERING: No. 860
29349
❑ IBRAHEM ELAYEB, PE _ -
P.E.# 91476 �► �•'
■ BENJAMIN NIESE, PE % O •---STATirfOF
P.E.# 86025 i�� F�ORIDP' •' ��?;
12DATE 24 ''ONAL "111111`F'?
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills. MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
M
O
ti
z
V
Q
W
4 r
JA
W
p
FU
DJ
W
�
4
L)
^x
CE
W
N
O/
W
F_
L
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
REFERENCE
CHARTS
SHEET #
'S5.1