HomeMy WebLinkAbout37915 Dusty Saddle Ln370�Rooseveit V Cmu
Garage Left - ELEVATION J
SBEErINDEX
NUMIBER:
SWEET NAME:
Num5EIR:
SHEET NAME:
CJS
C40YER SHEET
A-32
MISC DETAILS
CS 3
SMASE FOOTAGE C&CILILATIONS
A-33
MISC DIET A LS
A-3.4
MISC DETAILS
F-10
FOLINDATION - SLAB PLAN
A-1.0
FIRST FLOOR PLAN
A-20
SECOND FLOOR PLAN
A-320
FRONTAEAR ELEVATIONS J/ROOF PLAN
A-321
SIDE ELEVATIONS J
E-10
ELECTRICAL PLANS - FIRST 4 SECOND FLOOR
P-0.1
PLLMBIWs RISER DIA&ZAM
GENERAL NOTE5
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMO 4 RID(T A AM14
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENMD BY TI-IESE
PLANS.
T14ESE PLANS 14AVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF:
2020 IFLOIRIDA BUILDING CODE, RESIDENTIAL, 1th EDITION
OCCUPANCYt FU
CONSTRUCTION TYPE: \13
.rl, ING QQNSTRIMION
1. T14E GARAGE SHALL BE SEPARATED FROM TWE RESIDENCE AND ITS ATTIC AREA
BY NOT LESS THAN L12 NC44 e12.1 m) GYPSUM 50ARD APPLIED To THE GARAGE
SIDE. GARAGES BENEATH WA151TAIBLE ROOMS SHALL ISE SEPARATED FROM ALL
14AI51TAIBLE ROOMS ABOVE BY NOT LEGO T14AN 5/8 INC14 (1b.9 w) It "X I GYP"
BOARD OR EQUIVALENT. WHERE T14E SEPARATICN 16 A FLOOR -CEILING ASSEMBLY,
THE STRUCTURE SUPPORTING T14E SEPARATION SHALL AL60 BE PROTECTED BY NOT
LESS THAN V2 NC44 (12.1 -) GYPSUM BOARD OR EQUIVALENT.
� SHES.
19 TEXTURED FINISH 01,ER FRAME APPI-ICATICIN 8WAL.L. BE PER P.B.C.
W103.12 AND ASTM C926. INStALLATICN OF EXTEMOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER PILO. FRI03IJ AND ASTM C 063.
1513115115.011k
1. EAC44 BEDROOM MUST HAVE ONE WINDOW TWAT COMFOLIES WITH EGRESS CODES, IF
THERE 16 NO ACCESS TO EXTERIOR THROUGH A DOOR- T14E WINDOW MOT HAVE A
MAX11UM OPENING WENS14T OF 441 ABOVE FINISH FLOOR LINE OF TWAT PARTICULAR
ROOM.
2. IN DWELLING UNITS W14EPW T14E OPENING OF AN 01-ERAISLE WNDOW 16 LOCATED
MOM THAN 12 INC4-E6 ABOVE THE FINISHED GRADE Olt SUPIPACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF: 24
INC44ES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SHALL NOT
PERMIT OfrENINGS TWAT ALLOW PASSAGE OF A 4' SPHERE 04EFE SUCW OPENINGS
ARE LOCATED WITHIN 24 INC44E6 OF THE FINIS64ED FLOOR PER FJ5jC. R6t22
FLASHING,
L FLASHING SHALL BE INSTALLED AT WALL 44D ROOF INTIERSECTIONS, DECK AND
I I I INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION,
AND AROUND ROOF OPENINGS.
2. APPROVED COIRRIOSION-RESISTANT FLA&4NG OHALL BE Apr -LIED WW-,LE
FASHION IN SIJCW A MA)0EPt AS TO PREVIEW ENTRY 401: WATER INTO THE u- I
CAVITY OR PENETRATION OF WATEPt TO THE BUILDING ISTRUCTURAL FRAMING
COMPONENT . THE FLA-&*A4ING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
a
"'A' I FINISH. AW. C42RROSICN-RESISTANT FLASHING SHALL BE NOTALLED AT
ALL IM42UIPRED LOCATIONS PER 011103A).
1. WINDOWS SHALL BE NOTALLED A),c FLASHED IN AccoRDANcE WITH THE
MANUFACTURERS UWTTEN INSTALLATION INSTRUCTIONS. MITTEN NSTALLATICN
INSTRUCTIONS SHALL ISE PROVOED 15Y THE MANLIPACTURIER POIR EAC44 WINDOW
12LAN MEETS OR EXCEEDS FEMA FLOOD FINIS14M GARAGE FLOOR ELEVATIOK
1. INSTALL 2x4I5LOCKfNG AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE
DETAILS.
1. NOT L 2X& BLOCKING AT 85" AfF, ON CENTER " UPP" CABINET
INSTALLATION.
n SHOWER AREAS -
I V15 ' PIMR-CEMINIT, OR GLASS MAT GYPSUM BOARD (NO GREM BOARD
ALLOWED) IN COMPLIANCE WITW ASTM C1286, C1325, Olt CIrlS AND INSTALLED WITH -8
. I-IA4" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCIREW5 W/
COATING SHALL BE INIM AS BACKERS TILE IN TUB AND S14O%EPt AREAS,
AND WALL PANELS IN SHOWER AREAS.
2 TRIEATP'lENT,,
TIMITI PROTECTICN SHALL BE PROVIDED BY REGISTERED TERMITICIDES,
INMUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED
TO WOOD, OR OTHER A""OVED METHODS OF TERMITE PRIOTECTION LABELED FOR
USE AS A PIREIVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION CIP
THE APPLICATICINI CP THE TERMITE PROTECTIVE TREATMENT, A CEIRTIFICATE CP
COMPLIANCE SHALL ME ISSUED TO THE BUILDING DEPARTMENT BY T14E LICENSED
PEST CONTROL CXIMPANY TWAT CONTAINS THE FOLLOWING STATEMENT, 'THE
BUILDING WAS RECEIVED A COMPLETE TREATMENT FOR T44E PRIEVEMION OF:
SUBTERRANEAN TERMITES. TREATMENIT 18 IN ACCORDANCE UT14 RULES AND LAWS
ESTABL16HED BY THE FLOPJDA DEPARTMENT Or AGRICULTURE AND CONSUMER
SERVICES.'
1. ENERGY CALCULATIONS FOR HEATING AND 0000W. CAPACITIES SHALL BE
FLM164M BY THE MECHANICAL ENGINEER AS AN ATtAC*lMlDlT TO T1418 I -LAN SET
AT THE TIME OF APPLICATION " PERMIT.
2. 1*11SCHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE,
IREPAJR, AND REPLACEMENT WITHOUT REMOVR4G PERMANENT CONSTRUCTION, OTHER
AIRMIANCES, OR ANY OT14EM PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE
BEING INSPECTED, SERVICED, REPAIRED, OR REPLAC-1-0. A LEVI�L WORKING SPACE
AT LEAST W W-44EG (162 -) DEEP AND 30 INCHES ?162 -) WIDE SHALL ME
PROVIDED IN FRONT OF T14E CONTROL SIDE TO SERVICE AN APPLIANCE.
ENEMT IREQUIFElENT SC�EDIJLE
EXTERIOR WALLS 11WAPE)
R-0
E0811110111 UALLO (SLOCYJ
Q FOL
ATrIC CELW.
..]
3. DUCTS IN T14E GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
SEPARATING THE DWELLING FROM T14E GARAGE 844ALL BE CONSTR1.4-TED Or A MIN.
26 G.AUGE (0.48 w) SHEET STEEL OR OT14ER APPRO1,EO MATERIAL AND SHALL
WAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATICNIS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
INSTALLED ABOVE T14E BASE FLOOD ELEVATION AND SHALL ALSO CONFORM To THE
MANUFACTURIER'S INSTALLATION INSTRUCTIONS-
S. AUXILIARY ORAIN PAIL CATEGORY IV CONDENSING APPLIANCES 8144" ISE
P1111IOVIDED WITH AN AUXILIARY CRAIN PAN WHERE DAMAGE TO ANT BUILDING
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CCNOENSATE DIRAIN
PIPING SYSTEM THESE PANS OWALL ISE INSTALLED IN ACCORDANCE WITW THE
APPLICABLE PROVISIONS, OF SECTIONS M14113.
1. OUTDOOR DISCHARGE. THE AIR Rffl1lI2VED BY EVERY MECkANICAL EXHAUST
SYSTEM 614ALL BE 016CAAWSED TO T14E OUTDOORS. AIR SHALL NOT ISE EXHAUSTED
INTO AN ATTIC, SOFFIT, RIDGE 'VENT OR CRAUL SPACE.
2. EX14AUST AIR FROM MATH ROOMS AND TOILET ROOMS SHALL NOT 15E
1111501110,111-ATED WITWIIN A RESIDENCE OR TO ANOTHER DWEI I ING UNIT AND WALL BE
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
TOILET ROOMS SHALL NCIT DISCWAR35E INTO AN ATTIC, CRAUL SPACE, OR OTHER
AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM ALLOWABILE EXHAUST DUCT LENGTH SHALL BE
DETERMINED BY ONE OF T14E METHODS SPECIFIED IN SECTIONS MSM02ADJ TWIRIMIGH
"MAD3. THE MAXIMUM LENGTH OF T14E EXHAUST DUCT SHALL ME 35 FEET FROM
THE CONNECTION TO THE MANSITICINI DUCT FROM T14E DRYER TO THE OUTLET
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 W)
FOR EAC44 45 DEGREE (0.19 RAO) BEND AND 5 FEET (524 -) FOR EAC44 W
DEGREE (1,6 PIAD) BEND. T14E MAXIMUM LENGTH Or THE EX14ALIST DUCT DOES NOT
114CLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOT14ES DIRTER BOOSTER
PAN 18 INSTALLED AND LISTED AND LABELED FOR THE APF-LICATICK THE MAXIMUM
L04GTW Or THE EXHAUST DUCT, INCLUDING ANY TRAWTION DUCT, SHALL BE
PERMITTED TO BE IN ACCORDANCE WITH T14E BOOSTER FAN MANUFACTUREWIS
INSTALLATION INSTRUCTIONS WI -ERE A CLOTHES DRYER 0006TER FAN 16 INSTALLED
AND NOT READILY Arr 861BLE FROM THE ROOM IN 04IC44 T14E DWYER 16 LOCATED,
A PERMANENT IDENTIFYING LABEI- SHALL BE PLACED ADJACENT TO UMIRE THE
EXHAUST DUCT ENTERS THE WALL. T14E LABEIL SHALL WAIR THE WORDS "TWIS DRYER
EXHAUST 6YOTE94 15 EOUIPPED WITH A REMOTELY LOCATED BOOSTER PAN.1
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
RECUIPIED BY FS.C. ITW EDITION - RESIDENTIAL CHAPTER 15.
ISSUED: 10/16/2023
VERSION: 5.0
SQUMM FOOTAGE
AMPAWMIIIIIIIIIAGE1111118111IT&M.
HEATED AREA
Sq. Ft
MAdN LEVEL
1102
SECOND LEVEL
17T5
T0rALM4R90.Fr.@MCm*
2VT
METHODOLOGY'AMM&M
The total arma calmAded fmm ths culasklim-lbo-outaide of Ilrawrikig.1 A I opfwW ftelved bawasa m optimm m
simmImm . TNs mirama exckxlw stiArwed at hoW W4*1 above Wads, gwage, o�wms id
ALL WORK SHALL COMPLY wITH PREVAILING
CODES FLORIDA BUILDING COOE
NATIONAL SLECTRIC CODIF,
AND THE CITY ()P 7FQHyQHILL,S
ORDINANCES
REVIEW D I N
C,jTy OF Z pHYRHI
NVM ' 'I Zf'
E
At,iIINER
PLAN EX ,
80 " CrAl~
Do RIX dQu Dow =40MA
VOISFY OMZM ORMA"
OMURA" *0 SIR! KA41
arm opoisznm l�m
ontalm DID McIr cmml
racm sev"T" M �w
Wf
5"IlICANAL Ripen rm m
1111.1= 911114301118111 CF11ff
000=1 off 1:4100-Acy
aweilmcmwATMM
am
mu�owim "POM X
COURICIORAT OWE *0 w
ooRURacnm swu rmxm
on 0011110111) 1141
OMURA" Addifft %a
ROFOOOL" TO MW &L
IMQMWIM CF LOM BADMIS
WIRMI11J, 170 GO -MY 21M FrAll
+j
0
E,
0
0
-i
=
Z
U)
cc
c/)
0
0
1 cm
Q I
LLJ
mZs
05<
W9
(D 0
w
LL
0
L0
cs >-
(L
W
m N
vmm: 5.01
COMOEU
SQUARE FOOTAGE CHART
ELEVAnON T
------------------ r ------------------- 1
----------
r------
- ---------------
L------------- I
SQUARE FOOTAGE SQUMtE FOOTAGE SQUAREFOOTAGE
CONffrRUM= AM CALCtUTM
HEATED / CONSTRUCTION AREA
Sq. FL
MAIN LEVEL
1102
SECOND LEVEL
12b4
70TAL ARrAMWCMNQ
23M
MEFHODMJOGr. ANM ZMI-=
Tho tAw cdmdatedtam" MAW*4*4�01ftcflw i -,g', b� w rd, a
�ffi� TI thm
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. FL
GARA6E
444
COVERED PA110
112
FRONT PORC44
56
70TAL MJLDW 9WELOPE MkhCMQI
2178
MEMODOLOGY
Nu�v = w The tM am cMadOmd, bxkKbv H*MKVCvn*ucdon w" m a*xAobcL and sWo
bwkW%V md paftVw&�
IMAXI" OEM
60--0-
JMAXIKH KM
30.-0.
ls,mAximLm suimm HEi&4T Ar-.F.
211'-3'
DO WT WAR MW WMA
YlWr BADM OWX= WM
cam" AV am RAS
sum ooffrROM 1�w
oplimm DO Nor ocwm
M-cm "c"TM rat dw
bl%C?tn& si"M ffo a
mwvmvrmAwmcp
RIGMI /W Doompacy
(Pt9WMQlWAnAM
Dwll� av no
Dpl�.dw on
DIMM SAL 0 NOMM M
=ntAaM At OM AV WO
coewimm IV" mw�
un capolcm m
CMMVCM AGMM M
FEM-061KM TO ?W ALL
IMMIROM CP LDC01 MLOM
ffl� A TO Ca -PLY IM WAR
BLDMCMM
4-J
so,
0
C)
0
CD
Z
0)
W
Lo
cc
c/)
0
0
cli
Ly
wi
C/)
it
c2c
9
w
LL
ro-
a.
LLJ
cv) C.) N
I - I - I
JVMM:5.01
saupm FWAM
Cm.c"Tion
7cs—�
21
ll� WACOUX
0024CREIE 5LA15 Mk OVER 6
.0
CN
MIL VAPOR SARMER M.AB NALL
LOCATM
MEMCAL
M OVER CMAN C4MPACTW FU
02CW FCR
IW FOEIM144
MAND
CONCRETE SLAP
4'C4CNCP&-M &.AS Mk OVER 6 ML
VAPOR BARMER SLAS WALL BE
CLEM COMPACTED FRLL W
MCM ROM
MCART DROP
io
T-S'
--- ---- ----
F
4' CaC ft.AB
�FQFCH SLAB
------- ----------------------- ----------- --
-------- f
CCNCREM &.AB Mk
OVM ML VAPOR
WNCARETEI&M I
-94CCH
SARRERIa &I-L&L BE
VAPOR SARMER &M 6-L&L M OVER
/
OVER CLM COMPACTM
aXAN C40PIPACTM M4 UV rlME"&4
RLL W FMMWV-%4
MB
— — — — — — — ---
I
—
161-3* OPENNG j .-.'[ .'-4- -<' 1 ['-4- . .
20'-4"
30'-C* OVERALL
SM KM - ELWATM l.?
�Wwpr=
wmvr.qw
FOUNDATION FLAN NOTES
ALL WW SWL ME N STW cOrruMm um M&DM
COM MMMMAL, MD CONrY EMDW. DEPARWW.
STRP tCFM TFM SAM RWM ETC, FRM &L
AMEM UM OMTMC" OLL OCM UNO
FLL NALL BE WLT CMIPACW, O.EAR &*V/CLAY
MATBIAL, FFM OF WOM OW.4W MArIER Olt ONEM
WMM WAF&Yi LOCAUM SnW BE COMNATM
UN TRU MAKFACTM 057RCPJM 94WM
FMWM SOL TWADW *0 VAPOR MARRM AT ALL
3LAW (KrEMM
4-J
>
LL
LU
mg
C)
0
o
Z
LO
Fn
w
U)
0
0
1
LL,
zg3
cn
Ilia
-i cr
Er
113) 0
W>
U,
d)
0
L
L
Ulr
F
L -i
vmm: 5.0�
M�
FOUICATM -
SLAS PUN
HANDRAIL
1- 1/2 MIN
GRASPASLE
HANDRAIL;
1 1/4" MIN T. 1 1/2"
1�1/21� MAX i t f� MIN.
1AMETEWO
ALL'Ich PLAN
F%WDE HANDRAIL IN COIlKIANCI! UTH
FBC VUII.IA 4 1 PIC R3115,63 4 NCIRC R310A
5TAIR [DIAGRAM
Iv
FLOOR PLAN NOTE5
PROVIDE 1/2'(MN") GTMJI BOARD SEPARATION AT UIALLS AND 518'TYK)(CEILWA
N THE "RAGE ADJACENT TO THE MAIN HOME AID ATTIC AREAS.
U49HM MACHINE 16 ALUIAYS LOCATED LEFT OF THE DRYER LKLESG NOW CTNERUISE.
ALL EXTERIOR UALLS AIM DRUN AT 8" CM LINLESS NOTED OTHEWSE.
ALL INTERIOR AND CatICN U4LLS AIM DR" AT 3112'LNLF-% NOTED OTHERIJISE.
WADER FOR FIRST FLOOR 18 AT V-0' .19'-4' CLS A SECOND FLOOR 16 AT 1'-0' UY V CLA
HANDRAIL 4W SAALL BE 36' MAWiED VERTICAL�T FROM T14E NOSM OF THE TWEAD.
(-) DENOTES EGFESS UNDOW
FIRST FLOOR PLAN - ELEVATION V
smw==
smtw-m
DO NOT SCALE TWM DRMWA
�ER]Fr IBUILDW, ORBiTATION UITH
COURACTOR 40 SITE M-ANS
ISEFOIE CONSTFW CK THESE
DRAaM DO NOT OONTAIN
SFECFIC W04UTICK FOR ANT
5TRJCnK& KB� (TO INE
FR7ADED BY ENGINEER OF
FECOW). ANY D*0W*ICY
(I)MISIONS.ORMWATICKETC.)
BETIM THESE DRAWWA AND
ASSONATED DRMNG.S W., SITE
DRAMS& SHALL BE REPOKED TC
COCRACTOR T 04M 40 NO
CONSTRICTION S1,41.1. PROCEED
XnL COMM=. TM
021TRACYOR ASKM M
FRESKNSOLITT TO "Tr
FifaVIRR" OF LOCAL MILDINGS
OFFICIALS i TO C421-LY UT4 STATE
BUILDING COM
4_j
Ej _'n
>
U_
r) LLI
3:
�mm I viiiiiiiiiiii;
FIEVOM
r_
0
0
o
Z
U)
cc
U)
CD
0
04
LLI U-)
z c)
cj)
cr
cr
2
Lij
< ILL
U)
0
ow
05 a
cr
C5 �2 a-
LU
m N
F _1
L I
VERSION: 5.0
FIRS
T FLOOR PLAN
muf
A-1.0_1
HANDRAIL
1-1/2" MIN
C-It"PAISLE
MANOII
1 114" MIN TO 1 1/2"
t MIN.
r.A=,L
A" ELAN
PFI 4ANICAUll. IN COMPLIANCE U�
FI5C R3111A A lI R3115k.3 4 INCIRC P311I
5TAIR DIAGRAM
10. �,
r
FLOOR PLAN NOTE5
PROVIDE 1/2'(MINKIM)GYP" BOARD SEPARATICNAT A&LS AND 5/8'TyrE XCEII
IN T�E GARAGE ADJACENT TO T14E MAN HOIISE AND ATTIC AREAS.
U4814M MACI-IINE 16 AUAYS LOCATED LEFT OF TI-E DRYER LINLEGG NOW OTHEFUSE.
ALL EVERIOR UALLS ARE DRAI AT 8" CM LINLE86 NOTED OTWqM
ALL NTERIOR AND WtION UALLS ARE DRAN AT 3 1/2' LINI NaM OT14EIWSE.
WEADER FOR FIW FLOOR 15 AT 8'-0' /T-4" C44 A SECOND FLOOR 15 AT 7-0' V O'CLA
HANDRAIL �EISW SNALL ISE 36' MEASAM VERTICALLY FROM THE NOSING OF TI-E TREAD.
I-) DENO76 EGRESS UNDOLU
SECOND FLOOR PLAN - ELEVA'nON V
vmmaw=
mxaw�m
0021 " VE�ELOF�0T
DO NOT W-ALE T�ESE DRAWA
VERIFY BUII OR WITH
C04MACtOR AID SITE FLANS
MI CXNSTF%JCTI TIESE
DRAW" DO Wt COUAIN
SFEI WCAI " Atr
6TRJC%RAL E-SI (TO BE
FIROVIDED BY ENGINEER OF
YSI ANY DISCREI
(DPIEW", OFI ETCJ
TW.9 DR40WA *0 M
AW=ATM DIII oldla SITE
DRI 54ALL ME MR-ORTED TC
COaRACTOR ONCE NOW
C"TRI %IALL FRI
UNTIL C01II TW
CO(MACTOR A&SM THE
RE"OBILTY to ttv A-L
REaW-IENTS OF LOCAL MILVINS
OPFII 4 TO C&FLY UTH STATE
EI CZm
4-J
r. '2,
(U
-,j)
0 rul
>
Lu
7r
7 iiiiiimm I miniiiiiiii
E FEVBM
n7
Ill.-
C)
0
Z
EWE
U)
cc
U)
0
c\I
It
W Lf)
c)
z cc"3
05<
U)
w!2
= I a:
4)00
> 0—i
Lu
(i) < LL
cl)
F—
F—
coo)
u)
0
(L
m IN
F —I
L I
VERSION: 5.0�
S ECO
NO FLOOR PLAN
IA-2
m"
t .
ROOF PLM V
MU==
oM&
ZGW I ATTIC VEhMLATIM- ow w Fr ATTIC vAcE / I w Ft vwrLAToo
IC&CLAT00 WIECT 50 FAXE MID SIM SaM VDITS
3* 50 IFT LHDIER 111W ATTIC / 3M W Ft / 150 IFT - 41" W IFT MMATCM
OFF-11i AW . W 50 IN EAC14 (4'ADU)
SOW YEW -11 so N EACW
435 50 FT x SIR - 2.19 50 Ft W.K 2A 50 Fr LOW
HIW VENTM
2J9 50 PT x W4 50 IN -3SS4 80 N 111152ATED
(3) OI�F-11111101* YDIT x W W IN 414 50 IN
LOW Yeam
2A 50 IFT . 144 50 IN -3I!W 8Q IN WQMW
3554 / I - 35 50:RT AM (CO(IMOUS VERM 6OFFIT)
ZCW 2 ATTIC VV4TLATkX (3m w Ft ArTc spAcE / I so FT vwmAnau
210 80 Ft LHM ROM ATrIC /
3d@ W IFT / I W IFT - .10 W IFT AWLATION
WPM VW S 60 IN EACM
LMVWM
V SQ Fr . W4 SQ IN -WW SQ IN PIECILMIED
WAS / I - I SOW �WS (COMOUS VINW SOTIT)
ZME 3 ATTIC VIDITILATIM (3m so Ft ATTIC SPACE / I w Ft vwnLATm
M OG IFT MM ROOF ATTIC /
3M 80 IFT I I W IFT - JS W IFT VIENTILATICIN
SO"T AW 9 SO IN EA04
LOLMIM
J5 50 FT x W4 W N -26W 5Q IN REaMM
26AS/1 . 3 50M VIEWS IONT"11CUS V9M SCFRt)
ZOM 4 ATTIC VWLATICK- (3m so Fir ATTIC SPACE i I SO Fr voirIi
W2 50 FT UPM "" ATTIC /
3M 50 IFT / 150 Ft - .41 W FT V9ffLATICN
OMPT VIBIT 9 SO IN EA04
LGLAMEW
-4150 Fr: 144 50 N -"J6 60 N Pli
6" / I III 50M AM (02MM Yom SOFT)
bt3 ISOAFV 41 IBATTIN
W orc) MR
Conum WEM
61 TRI'l
Lm OF
FLA&M (TYP)
Illy 701-
4' COR40it TRIM
6. TW
*)*ff BOAFV *0
BATTEN 64MM FM
CCll4Nrrr a-ECS MrK
4' TIli AND
Su-
LWOF
R.AS14W. (TrP)-
61 RIUMP
MOCO TW
CIOACW Lr*ff MM
Cl" WIMS
C&WITICUS
STLrzo FIR
4' RMED
STUCCO Tol
WOFJZONTAL LAP
SIDWA PIM
COM &—ECS-
4' CORM TPRIM
CEMENTMOUS, STUCCO
PIR C". Sl—ECS
WW"!
ANK
1111111=
0
milim
m
ONE 0
MW EUVATM 0,F
dum I-ITOW
"i &*W ROOF Mr)
TOP OF FASCIA
lid FLR CIELIM
ge — ,
d I
00 wt SCAIJ ma 101,11.011ma
VBW MIXIM 011i IM
C4MIPACTM AD MIT ft"
111301M CON51MLlICK nm
DPJgWA DO w DWAIN
racm NOMMINI Pat lw
GTWLLILR& Eulp"Its no all
Pli W 84WM CIF
Ii Alr DlSCPi
(DIPSINDACIIIIII
(U
91
c"
A
V
—1 -A
Lu
cl
a
0
l 0
z
(D
cc
U)
CD
0
1=
9 c%j
M Lu
2zi
C g
=: EE
(D C3 0
> Q3 -uj
to I
10
� --Oj
Ir
a-
w
M M N
F
L
6A RTC14
AIQCW M4WA.E WLT- (TYr) 12
6A RTC14 6��
6.
LK OF
FLAS14W. (TYP)
6A2 PffG4
AIRCW S4WLE FOOF (TYP)
ma
�MZCWAL LAP
SIDW. PER
C" SPECS
4' WRNER TM
_j(:E(EF6!qA _
3!9fiA9vq- -
- !Pon-U9 -A.
4
4.
4
-SEC00 FLR
M
QA14EP
CMIEXT
M C01K SPECS
7
7.
.7
tfLR tL�
WGHT SME ELWATM V
�Wmw=
omwow
6M MT04
AIRCM 64WAI mom (TTP)
TGP OF FASCIA
31�RA lic.� 9
60 AM DEALOW"W
DO NOt GrAl TWO DRAW%
y1wr BNDM OMMAThm Wn4
OMMIACM No am KIM
DRAWN DO W CMAN
racm HUMATM MR AW
SIMICILPAL RAMM (tO 0
FODVM ur 8431M OF
FDCMI Aw Docle-My
tDPINMM ~ATOC EMJ
IN M MM DR40M 00 rot
; '00
9"L w PERGIM To
MMM"U"
CoantumouLLM1020D
fAmomlem.no
CamnlACTORAGamne
omradouly TO ?m ALL
OF LOCAL MILDM
$TO COMT2MSrAll
r-7—INK==M
mmm��
mm��
mm��
mm��
C)
0
0
z
Fn
cc
U)
CD
0
cr
N
=W�
mzm
U)
cc
4) 00
> 0 -j
W
<U.
co)
0
L oc
cc,
12 a.
;� . w
N
F
L
5UILDIW: 5ECTION NOTES
PLEAS NM 7WM WALS AM 67MMT AFZWTMW TO STRJCAR&
ME% M MM W-CRUTM
SEO" SMAR TO Mft MZVAnM *0 Oa USM B& WHOM KW13
V-4"
F7—T—F
sm FROW
RAFSTMAN BRACKET
INSULATION PER FBC, AND ENE%Y FORM
SUBMITTED WITH PERMIT AFKICATION TCF CF FAW"
kA—R-s—cLLLd—
n - -Wtpm- Lm�
13EIDROOM 3
LOFT
aECOO
6t RA CELM
DED 2.
HALL 5ATH I WALL Z- Z- Z-
;t
carklm 1wm nFAW sm wvwm
SAM
MIUM Saw" 'AN
A-11f..
FOUNDATION (SEE
STRUCTURAL PLAN)
6
FW-MAFACRM TMES
6
PER FBC AND ENERSY FORM
_----IN5ULATION
SUBMITTED WITH PERMIT APPLICATION
TOP IVAOCLA
---- -- --- - ---- ---- -
LOFT
M
R
PRIMARY SUITE
4
4
AE� 1IR
Wt"CELM-
14
ru T r-
TORAGE! GREAT RO
16
TREADS 10". C"ACTM TBM MATED 50L wVA-M
BAIWAR
QUUM SECTM IW
FOLNDATION (SEE
STRUCTURAL
PLAN)
>
Lu
r=llmK==m
mmm��
mm��
mm��
c:)
0
q
Z
4)
cm
LO
U5
cc
U)
0
0
c%j
w
0
z
!s<
we
C/)
J jr
(D 00
LL
Win -
0
a cr
CL
4M
F- W
C.) N
W.Ji
F —1
L -i
I �m I m — j
I vm": 5.01
7- SEMONS
,A-4.0_
ELECTRICAL LEC*ND
-+CAS
OAS LISE
WHOM CAN
Lr.WT
-+Cw
COLD UATER
FLUSN MOW LED
rn�
ELECTRICAL PANEL
2
11LALL MOUNTED LW
ELECTRICAL METER
WALL fiC.CNCE
DdWfea allT04
FLUORESCENT LWT
wA VJA
WTC14
C==
R110RESCENT LW
/ 2 BULBS
3-11AY SUTG4
VAPOR PROTECTED
L*W
4-WAY SWQ4
E)N"T FAN
DflMER OUT04
E44"t FA4 W/
L*W
5MCN
_
E),NAUST FA4 KV
WAT I L*HT
PUFLE)( OUTLET
SMOM DETECTOR
GUADFUD( CUTLET
C.AFIICN MONOXIDE
SUTCHED DUPLEX
OUTLET
THERMOSTAT
FLOOR
(m
RJXR OUTLET
Dowam
GM
rm
C29 OUTLET
T
P40M JACK
WrGm
6
WATER PROOF C.9
OUTLET
mi
MEDIA AACK
CLG
G
CELW. MOUSTED
OUTLET
CAISLE TV OUn.ET
220�
GELM MCLNTED
SECURITY PANEL
LW
k4rm CELF4
FLOW LhC*r
MOINTED LW
n
n
c:=o=::)
CEILNG FAN
C:::*:::)
CEILW. FM LW
I I
u
I i
u
ELECTRICAL C+INERAL NOTES
SUITCWES TO BE 45' AFIF.
RECEPTS. TO BE 12' AFF - 42' F &AN A COUNTER
ALL URM TO BE N ACCORDANCE WrTI4 NEC
ARC FAULT CIRCUIT HTER11UPTER PROTECTION SULL BE PROVIDED AS REQWRED
N NEC 2102A) AND SMALL BE MTAI I En H A WAXY ACCESSIBLE LOCATkX
ALL SMOKE DETECTORS 514ALL BE WARDURED WO AN RACTRCAL FOUER
SOURCE 00 54" ME EQUIPPED WVW A MONITORED BATTERY BACKUP. PROVIDE
AND NSTALL LOCALLY CERTFIED WM DETECTORS.
GROIND FAULT CIRCLUT KrERRUPTER WALL BE PROVIDED AS REQUIRED IN NEC
WSW AND INSTALLED H A MADLY ACCESSIBLE LOCATOL
IT 16 T14E REW-00311-rrr OF TW LaNSED ELECTRICIAN TO WOURE TWAT ALL
ELECTRICAL WOW 18 W FULL COMPLIANCE U114 HF.PA 10A - NEC AND ALL
ApPLcam r LOCAL STANDARDS, CODES, AND ORDINANCES,
PRPV� WERSYSTEM WNDM TROWTICN AT SERVICE LOCATION PER NEC
2WN
LUMNIAIRES N CLOnn CLOW" 814ALL BE WALLED PER T�E PWASIONS, OF
NEC 4iOJ6(A) A (8)
RECESSED LWrW. TO aE Alt TIGNT AND IC RATED
Wft OF TW LAPIPS N PERWENTLY WALLED FIXTURES 614ALL 19E
4&4-8:Rcecy LAMPS
TO E3 Y CALCMAT06 foR ADDMONAL WORMATION.
PROVIDE M REQUINED CLEARANCES ARaND PANELS AND DW,"� N
COMPLIANCE ON NBC nO26.
ALL RECEPTACLES SMALL 15E TAMPER RESISTANT PER NBC 40612.
TW BRANC14 CWW SUPMLYNG THE RECEPtAa&6) N A GARA� SiALL NOT
SUPPLY OUTLETS OUTSIDE OF DIE &ARAGE AND �ff LEGG r.IAN ONE RECEPTACLE
CUTLET &4ALL BE WALLED AM EAC14 MOTOR VEWICLE SPACE
AFCJ PROTECTION - 210n (15) M1161 1 Wa LNrt& ALL W VOLT, SINGLE M44SE 5 *0
20 AMP BRA\04 CWWS SUIPPLYWI OUTLETS INSTALLED N DUB.LWs INftS,
FAMl.Y ROOM ONW, R0CM LVW. ROOM PARXIM LERARIES, 0".
BMW" 0410" RECREATION FWOMS, CLOSEM WALLIUAYS, OR WILAR
AREAS 54ALL 19E PROTECTED 15Y A LISTED AFO, CCMWAATZN TYPE.
TO PROVIDE PROTECTION OF �� CIRCUIT
EXTERIOR GAR46E
2 ar ME
AS im MAN COMBO
" AL SW C.#&E
GROLNDW3 ELECTRODE
5HALL CalPLY UJITH
SEC 25052
ELECTRJCAL RISER DIAGW
V.S.
FLOOD —1 )�: DI
LK*fT R-L . A
------------
/4'-M" �2'44'�
-wir I
n IT,
Li
!1—'Ill .111 PA -
GM 2W In
=4� 5y,
7
6 F—KTURE db
F6 71- 7
r
--wtoir-
------ - ------- -
0 w
$$.qPG" +4g-,"
V
AMPS (14-50 NEMIA
2401) F RECURED
BY CODE
CLG Gm
---------------------------------------------- t ---------- ------ :
- - - - - - - - - - - - - - -
Ol
14B
— - — - — - 4p
FIRST RDM ELECTRICAL PLAN - ELEVATK)N.r
smw6m=
�vp-m
4-J
>
LL
Uj
:r
wom _j
0
0
o
Z
U)
cc
U)
0
0
1 04
z CC,'))
U)
Lu
Zj
00
Q
Lu
Zi
LL
r
0
IL
F —1
L —i
VEM: 5.01
EJECTASCAL KAM
Fan "On
me
E-1.0
ELECTRICAL LEGEND
-+ GAS
GAS LINE
RECESSED CAN
LIGHT
-+ ow
COLD WATER
FLUS4 MOUNT LED
cf!�
ELECTRICAL PANEL
WALL MCUNTED LIGHT
lf�
ELECTRICAL METER
WALL SCONCE
C:y
OlSCONECT SWITC44
F ------- I
FLUORESCENT L64
�4 B"
$
SWC14
FLUORESCENT LIGHT
W/ 2 5111-135
3-UAy SWITCH
VAPOR PROTEC, r�;
LIGHT
4-WAY SWITCH
EX44JST FA4
DIMMER 810704
lll�
E)04AUST PAN
L 64T
BUTTON
EXHAUST FAN .1
HEAT 4 LIGHT
DUrLEX CUTLET
9"�E DETECTOR
QUADFLEX CUTLET
CAF45ON MONOXIDE
DETECTOR
SWITCHED OUPLE)'
(p
THERMOSTAT
ClUrLET
rLOOK
0
FLOOR OUTLET
DIRECT WIRE
GM
PH
6
GFI CUW
T
PHONE JACK
WFGM
"TER PROOF GFI
w
MEDIA JACK
OUTLET
CLG
0
CEILING MOUNTED
CABLE TV CUTLET
OUTLET
220,
220V OUTLET
DOM CAMS
CEILINGMOLNTED
SECURITY PANEL
LIGHT
HANGING CEILING
FLOOD LIWT
MOUNTED LIGHT
n
n
CEILING FM
CZ*::)
CEILING FAN W/ L04T
u
u
ELECTRICAL GENERAL NOTES
SWITO-ES TO BE 45" AFF.
RECEFrS. TO BE 12' AFF. - 42' IF OVER A COUNTER
ALL tUIRW3 To BE IN ACCORDANCE WITH NEC
ARC- FAULT CIRCUIT INTERWER PROTECTION SWALL BE PROVIDED AS REQUIRED
N NEC 210.12(A) AND SHALL BE INBTALLED N A READILY ACCE55IME LOCATION.
ALL SMOKE DETIECTM SWALL BE ""tRIED INTO AN ELECTRICAL POUER
soIjIRCE AND SHALL BE ECUPPM WITH A MONITORED BATTERY BACIOP PROVIDE
AND INSTALL LOCALLY CERTFIED SIOM DETECTORS
GROW FAULT CIRCUIT INTERRUPTER SkALL BE PROVIDED AS REOWRED IN NEC
210JO(A) AND NSTALLED IN A READILY ACCESSIBLE LOCATION.
IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICAM TO INSURE T14AT ALL
ELECTRICAL WOW 18 IN FILL CCIPLIA42 WITH NFPA 10A - NEC AND ALL
APPLICABLE LOCAL STANDARDS CODES AND ORDINANCES
PROVIDE INTERSYSTEM EONDW. TREMINATION AT SERVICE LOCATION PER NEC
25O.S4
LUMINIAIRES IN CLOTHES CLOSETS 54ALL BE INSTALLED PER T14E FROVS[ON5 OF
NEC 40.16(A) A (BJ
RECESSED LIGHTING TO BE AIR TIGHT AND r- RATED
WX OF THE LAMM N PERMANENTLY INSTALLED FIXIURES SWALL BE
I NG I EFFIC4ENICY LAMIPS
REFER TO ENERGY CALCULATlONS FOR ADDITIONAL NF-ORMATION.
FROADE THE REQUIRED CLEARANCES AROIND PANELS AND DISCONNECTS IN
COMPLIANCE UT14 NEC 11026.
ALL RECEPTACLES SHALL BE TAM -ER RESISTANT PER NEC 40612.
THE BRANC44 CIRCUIT SUPPLYING THE FRECEPtACLE(S) IN A GARAGE SRALL NOT
"'PLY OUTLETS OUTSIDE OF THE 649AW AND NOT LESS THAN ONE RECEPrACIX
OUTLET SkALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AFCI PICTECTION - 21012 (8) DUE I ING UNITS, ALL 120 VOLT, SINGLE PHASE, 15 AID
20 AMP BRANCH rlK.UITS SJPPI- ' OUTLETS INSTALLED IN DWELLING UNIM,
YW
FAMILY ROCKS, DINING RD". LIVING RXrl5, PAR.ORS, LIBRARIES, DENIS,
BEDRO" SUIROOMS, RECREATION RD". CLOSETS, HALLWAYS, OR SIMILAR
RXMS OR AREM SWALL BE PROTECTED BY A LISTED AFC1, COMBINATION rfK,
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
F-------------------
x
21
z --- — — — — — — — — — -
-2 -0"
TY
-y'
DAV
L— — — — — — — — — — — -j
'1� db V\
qp 9
qp
A/C
DISCONNECT
14"A
db
LRLAM
db
j
db
db
L-- — — — — — — — — — — — — —
SECOND FLOOR ELECTRICAL PLAN - ELEVATION OX
04
0 Fu
>
J-
LU
miummove womis
r�-
0
F-
0
0
z
U)
U)
CD
0
04
ui uo)
*1
z c"
c/)
W9
i a:
4)00
a _5
w—
4) <LL
co) U)
o
—I
VERSION: 5.01
amm
ELECTRICAL PLANS
SECOND FLOOR
mo
E-2.01
lu
SEWER
2" NIM
SHOWER
PWMBING FUSER DIAGRAM
ILTA
4-J
(u
ui
C)
0
o
Z
Fn
cc
U)
CD
0
CY
e
W L0
z
C-) 5
C/)
td we
I cc
4)Qo
> IQ
Lgi
4) C40
Co
8 col
0
CC
C6 CL
Lt-I
r,,_ M
r- W
CV) c-) N
F
L
"OUKWRAP � PA ALL
xmmovmmmm
Ma"1193rac4iffimp"
10 OVELAP
RAIHNG
lsomwpmrmgwm
HOULMUP � AND
M=V9MMMVWALUP
T
WHIPHOMMAICCUM
AUMPLASHNG-2VOrM
THRU-WALL FLASHING
Nar To SC A
HGULWMP�-
COOMK431 150 URDING FW
AFFUCANOMWIMMMV�ll
FM HOUBMW DOWN OVM WAD RA*M
Amiwyco�pmmaasmarwL
MKOND � CUf
MMLLPIMPLANSGOVELMTKI
VMDOW RAIMM A MK OF r - MALL
AFFLYJAMKA*M0VM=
WMDOWRAHM-MKI'AIM
HIADANDTOVILAPATAL
11MULWICOWOMMMANDRAM
PROAANUMACIU111D AL PM BUM VJWG - FLL
�M��QWWJ
MON49PANDM FOAM 01MMM
TAPE OVA OF OVELAFFM PLASIC SLL
WINDOW OPENING FLASHING
WT TO 5c."
HOUMMP � PA AM
xmmomommm
SHMIPMPOSPONFIBOHM
T00%Imwsjmm3mm\
MA%M
�111MWAM
RA*MWMMUPC
VBWAMYWMN
VEMMRKUBCNM
AMMXMMDM
TM100U�FAM
M=
13#KDGFWugvmm
HOUEWRAF � AND
IMMERMFICAL
CON1114MMOUMM
WIPHOLMATOMM
AlMKA3HM-W=
HONKMALLY
THRU-WALL FLASHING @ BRICK LEDGE
NX TO W_4LE
-- — — — — ciammo*MCCONS
12 Mlt8MAl=#M0ffW
F__1 nw_4m"c0vffmmvw
TNIMM"�11arm
nFICAM)GIFNIM" VW
nw.AWMRMONMmwf
31MMIM M RMAWK M VM
�SMXMVA
Af / M*A*03VM I
vw=,Ma�,_19
m*3-off,
M= 110VOLOCK -
SOLM M 3 M=
coull
MWALLAMPARW
ROOM
WAINSCOT DETAIL
?OT TO SCI&E
mawwomwousammm-Fic"
MMM OVMM 70 CORM MM KA*M
MlDllfMUQ"#UFLA*M
VACIVOU"Maw
mmomvw
emmVVEMCpay
emommmw
I
cmmwsucmm=
HM
WAILI,�FLA31110
cocwm=WMKW
MulaLMUPMEt
7ff MK= 0VM MVA PMM4M 2 LAYM WAL
LAMANDSRIM01 -MVM
PHL&Sl= MUM RASM"IM LAFM
OVMSRX=ACCM=Olrf
%%KKAMOMM1190-MVIC
MALL PM MANUFACIIJIM 04MLAWN DGMIMM
CAPS&M-DONMEAFLEOR
11"cama
PM&SPICZ0110MRAMMOMAPONTO
UNDMAYMM
rW00M0ll0HFMWML4MMA2M- VIC
DROWANGS
MOVE ALL IMMO MAM4L FE BNA31014 SIALL M MALLM
FM MANUFAcpjmn MAULABON 961RLICYOK VMY 1100F
TVW_&�WAU.
RMANDLARM
9mA*mvmsnKKmK4LcRAwHM
VIC
RROOF TO WALL AT RAKE
WME0111=000M
SC&E: 3'. I'-V'
MitEWAIMMOCKM
MFI
RMAIM
a
%4xww"x#aFMV*M0P4vmw
FfmffmxMtcffmmcv=
n7mmmoalp"Mrm
M.Mcm
MAMIK-MVK
MMMMMOONMOLANDIPIM-
�DIMAHDVM
�101FLCRIIK
F011112110WALL
MAMMUMAL- 31c
�SMXMWA
TIM.&FACK1114111FENC
�10
TVPIMKMRMMVW
FORM110WAU.
IMAM_�ZMUCRVA
cmeamm
MMMKMAAM VIC
VOWROMMItSIRMEMML
IVFVA 111411110HROMM
VoMUK0MMFllt=JCRVA
VIC
7VFrAM=FlM0"K=M
TVFCA�WALL
VIC
FMANDIDGULAMON
Tfw_&�WALL
WA94=maEv.mvw
RMAND11MLAWN
GVER=Mvw—\
VMPOUNDAMONFROUVAMIFF
WAMWMMEV.MVIC
TVWAL42
LOCAMM/0001MM
V�Foullw"Fllmmv�ff
mxw
MtSMUCRIML
TMAMM
LOCAM001100140111M
VWfDMLPMIBM&4" WALL
PEVW
�ZMJCRM
RMASPOUNDAMMMENAMMA
V�CBWFOKMAVM" WALL
MAXIM
PMRFOUICARMFORWAMMA10
$UFL
�101IMPLAPIP(mam
CONFAIIAMYCH
�loluornmpaltxm
CONRMRA113N
TYPICAL I -STORY WALL SECTION TYPICAL 2-STORY WALL SECTION
WT TO VULE W TO V_.&E
rMUCCOOVERAWAPPMAMSM2LAYM
tAAAMANDULOOM -MVIC
EUSIMM)MRAMMMIPMULAFFID
MSFUCCOACCOM
MFLA5MDW==-M3PBC
ffALLFWAAAMUFACPAMMAULAWN
kP901019-DONOMMORMAL
)CFCDW
mr COMMON FAMMW LAAE
A*MM
MMG�W0001�=
ffAK3URAL AND 11M OPAY&M FOR
PACOGANDCOMMOCIONDUM
YFICADMIMWALLAWALY-M
3SKMItALDRAVOM
MOM ALL 1100FNG MMEM FM EMAM014 MALL M MMM
FE MANUFAC� DOMARM DMMXTCK VMY MXV
RHOOFF TO HEAD OF WALL - SHINGLE
MALE V- F-W
V9W MUU*b OFMAnM un
c4w%w= *v m KIM
no= caefMCMA nm
D�wmwawm
&-mcm mt"rm FM w
?0 pw I"
+j
04
ccnq
o
I
(U
>
lu
3: 43
JL_
C)
0
o
Z
4)
im
La
c/)
cc
U)
CD
0
04
LU
z
C-) 5
U)
LL,
= _3
4>)
w
4)
(A CO
8Ucl)
0
cr
CL
F_
0)
r.- W
cv) C.) N_
" �a�mmmmmivawwl&L�
�M"M�Mlw
�ffllwm
MF�AW
OM
KVMM�MUI MUIO�A
CFMMMRMMMVMMMNMNPMff
MmlmTaPNIL
CM�WU���CRM
M�MMMMTIWA#��
wf�
cNew�Mmm
imam
1p�w
ID"twe n�fimj MAKE
m
10�A�UWOFMLWW
MOM
rlml��ff
rd@�L�vw
WMM�QMW
mmmmawr=
namommeawmAn
EMWUMWWAr�
RM me
�mm�mm
C�
HANDRAIL/GUARDRAIL
CODE DATA
WPLYAM�
MNOPM�
WTvl"W.lLaALLUWmm
SEE ftM
=4
3; =�=
=q=3;=3i7-�
- _�EXP.ANSION
msw�yr.
- \r--
LANDING/STRINGER DETAIL
SCAS: I W. F-V
io. MAD
SEE PLM
XPAMNS"ION
GAP
WMYM=�
�Nmaw�10ULPAM M�7vp.
m AMM==
" ammiLALLW=
C�vm 100
orlivMMAL�wmm
FLOOR/STRINGER DETAIL
ScAl: I W. P-0,
I IWW-rMAX IIWMIK-7MAX 11trajt
KVUACM10PPAL
viu�ff
WQILNK
-
�WAM94
I x
WOANK
lkm
wam
HANDRAIL
SCALE I In'- V-ir
W7vpw4w.lRn)LL
wxnmo�(r
�lpm
�mm
SKIRT/WALL DETAIL
WMNBWCF
3/4*
L
EVANSM
Gw
m -t— r
mism"amm=111M
mcr�
CEMCFEUM U=rm
STRINGER/LANDING DETAIL
SCALE: I In'- P-V
134 "Aq
>
(U u- 1
r 44
(L
Wrlr-r-1
-nall,
mm��lj
mm��
mm�l
C)
1--
0
0
Lo
cc
U) CD
0 1 N
MW3
z Cl)
LLI a
C/) -i Fr
cc
W
r
0
CC
- 1.- 11
VMION: 5.01
MISQ DUA"
me
A-3-311
mclAmmmovo
7monew
.=!m
MSWXMmrl MR
CMINFADHINiM
WARIPOW
W�tt=21AVIW
OFNACMPAM-
hSAHMDRAIDOW
MWIN'mm
ROMONNS35ft"
OvRWAMUNEK
INTEROR
VWVLAF
ACHOMIRF
HEUDGWASPOW
mff�
aftopmm
MANUFACM
CAULENGTArIAL
VANDOWANSAY
DRUMM
CON104mamm
EWAYRANMFMM
NOWVANDOWA�VIOWFAMWIO
RIMMEMKISOMMAKFAC�
�ANDMOONAMMSM
HEAD AT FRAME WALL
W-*Z: 3'. 1'-0'
me"mm
swicPimcums
G�?. W.
sm=RMCWor
MAUMMONAW —
ixvaum
IVIVR —
2t=Mj"
INOOM —
Q#JMDM
OVERHEAD GARAGE DOOR JAMB
SC&E: I In'- T-r
B=nR
RFACHMPAW
WADOWAIRPOW
NONVAaL
MAA��VUPL
upwo-
WOMOM
ommom
MCRWXM
OmTfvwc*=K
"Oun"Wom
WOMMOM
AWRAMMM
NOWLAFmmmm=mA@n
PINKMM01PACOPPAMO/
96NNNIGASOOMOPU
MERVADON14
LAPRREMPAMMNT
a/01MDOPMRAIP90-
2fQAGlUWffWRA*Nl---
ICE&WAMSMATCOMS.
�IrtFWALL
INTMIOR
fwmLmrfl=
Pmwm=mm
%lemm
DONMTV.
SILL AT FRAME WALL
SC&E. W- I'-V'
Z, RES DR. HEAD
GARAGE DOOR
GARAGE DOOR TRACK
FORFIVa M
SRXXMClElNLS
GYP. BD.
ZIA I
OVERHEAD GARAGE DOOR HEAD
SMOR
�C�mwmomwm
meaKHOUBWOVE
SHMS&MMAW
"VAmmSwJcw"mm
VYMSFAMEDARF
MUDOWARr2whOmm"
OVOMMLAYMOFOUM
PAM
�Wmmwmovm
LA,=UAMft
fUMSOACHN4
3UHMMWAlBrOM
DIUVWXPR
AVarmmW
:MAENmaw.m
UPOWAIRMY
mmumm
oombummwm
wa is "m mm
JONVALOW
N=VflH=AlbKYlOEffiMW10
SWICNOMYNNOWWANWACRNO
DRAUAWNEZ054INNONCOMUMMM
JAMB AT FRAME WALL
WALE: 3'- t'-V'
SLIDING GLASS DOOR HEAD
W,&E: 3% V-v
am"mmu"m
WWTAc"mwm4wm
vorr auum ONWATM am
camcm AV sm R�"
am= coankcrm sm
Dmo~wwffcwm
wecmlfcwalmFmmr
al"WRA& sjpvm ac a
FR7.1m ffr alum CP
officmi w Doom-olm
(DPB*MaIWArOkM
mlf� I�w Dft� No m
ANOMM CROAMdk, JWM
DR40M OWL 0 00-aVW V
WNWM AT an 00 W
�"-- — I
cu
W
0
Lo
U) cc
U) o
0 cli
LLJ U3
zc.)
cl)
05<
Ilia
-i a:
m 4>)
w
%W CO)
CO)
0 0
L
(L
W
F— cv) C.) N
F -1
L I
imm I me j
VMON: 5.01
SOM
7�-341
GENEML STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2020 EDITION OF THE FLORIDA (INTERNATIONAL4
RESIDENTIAL CODE. 7th EmnoK AND APPIUCABLE 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
EDOST 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 ClVILjS1TE 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 SECTIONSADETAILS. EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEMIRES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING,
S. DO NOT SCALE STRUCTLIRAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CUEAFL,
CONTACT THE ENGINEER
7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDTTION, 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 CONSTRUIED 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.
S. THE ENGINEEITS 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 13E ACCEPTED, REGARDLESS OF FAULT,
WITHOUT PRIOR NOTIFICATION 13Y BULDER WITHIN 48+10URS AND INVESTIGATION By
FIELDSTONE.
9. THE TERMS 'CONCRETE SCREW AND IMASONRY SCREW SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETEAIASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTUREII
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO. GENUINE TAPCON. OR HILTI OUIK CON 1.
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY -11
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD -20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD -10 RIF
ROOF TOP CHORD DEAD LOAD 15 PSF
ROOF BOTTOM CHORD LIVE LOAD W STORAGE) - -20 PSF
ROOF soTrm CHORD LIVE LOAD (%V/o smwl�--___�- I o PsF
ROOF BOTTOM CHORD DEAD LOAD -IOPSF
FLOOR LIVE LOAD -40 PSF
FLOOR LIVE LOAD PLEEPING ROOMS)________730 PSF
FLOOR DEAD LOAD -15 PSF
DECKSALCONY LIVE LOAD -40 PSIF
EXTERIOR FRAME WALLS
WOOSB -10 PSF
W/STUCCO -15PSF
w/BRICK -45 PSF
INTERIOR V400D WALL -7PSF
STAIRSAANDINGIS -40 PSF
SNOW CRITERiA:
GROUND SNOW LOAD ft -0 PSF
SLOPED ROOF SNOW LOAD PSF
EXPOSURE FACTOR (Ce) -1.0
IMPORTANCE FACTOR
THERMAL FACTOR (CQ -1.0
ROOF SLOPE FACTOR (Co) -1.0
SNOW LOADS ADJACENT VERTICAL PROJECTIONS T -LOW ROOFS ADJACENT TO HIGH
ROOF AIRE INCREASED FOR THE EFFECT OF DRIFTING
3. LATERAL LOADING
WIND CRITERLAL,
BASIC WIND SPEED -140 MPH
EXPOSURE CATEGORY -c
INTERNAL PRESSURE COEFFICIENT - +/- 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS -0
SEISMIC DESIGN CATEGORY A
4. EARTH PRESSURE LOADIN&
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEtSMIC)____-72DOO PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP -40 PCF
WALL BRACED AT TOP -55 PCF
5. GUARDRAILAMNDRAJL LOADING,
ALL GUARDRAIL/HANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLJED
IN ANY DIRECTION. IN4:IUL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCII. EVALUATION SERVICES QCC-ES) AC 273 - 'ACCEPTANCE
CRITERIA FOR HANDRALS AND GUARDS'
FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING LNDBW40UND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATNE.
2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN AIRE MINIMUM ELEVATIONS. IN ALL
CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING
A MINIMUM NET ALLOWA13LE BEARING CAPACITY OF 2OW PSF.
3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.
FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE
SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP
SLOUGHING BEFORE AND MW84G CONCRETE PLACEMENT PROVIDE 6 MIL (MINIMUM
POLYETHYLENE VAPOR RETARDER AGAINST SOILS WHERE CONCRETE IS TO BE RACED, LAP ALL
EDGES 6 INCH (FAMULAQ AND SEAL WITH ADHESIVE
4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO ST89-M THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.O.
5. FOOTINGS SHALL BE CENTERED UNDER OOLUM14S AND WALLS UNLESS SPEOFICALLY DETAILED
OTHERWISE ON THE DRAWINGS.
6. NO FOOTNW OR SLA138 SHALL BE PLACED ON OR AGA94ST SUB-� CONTAINING FREE
WATEFk FROST OR ICE. SHOIJUD WATER OR FROST, HOWEVER SILKIHT, ENTER A FOOTING
EXCAVATION AFTER SU"RADE APPROVAL, THE S1JB*RADE SHLAU. BE RE WSPECTED BY THE
GEOTECHNICAL EINGINEEN TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE-WATBW40 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. SUSGAADES. FILLS,
EIACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS. SLABS AND WALLS. HE SHALL
SUBMIIIT REPORT TO THE ARCHITECTIENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NOWOONFORMING WORK.
BACKFIWNG:
I . DO NOT PLACE EIACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE ANDIOR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF RJOOR 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 TEMPORAIT( LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED.
3. BACKIFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY. AS DE!"ERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM DI 667). IN LIFTS NOT EXCEEDING 8 INCHES.
CONCRUE NOTES:
I . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332'RESIDENTIAL
CODE REOUIREMENTS FOR STRUCTURAL CONCRETE*.
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRIETE* EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM C1 50 'SPECIFICATION FOR PORTLAND CEMENT.' CONCRETE
WALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33'SPECIFICATtON FOR CONCRETE
AGGREGATES.'
5. REINFORCING SHALL CONFORM TO ASTM A-61 5 GRADE 90.
6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS*
`DETAILS AND DETAILING OF CONCRETE REINFORCEMENr, ACI 315 - AND WANUAL OF
ENGNEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES, ACI 31 SR.
7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB�IRADF-, WITHIN UPPER 213 OF SLAB AND 3/4' MINIMUM COVER AT INTERIOR
CONDITIONS: I-Itr MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (IFOUNDATION) AGAINST EARTH: 3'
FORMED CONCRETE: 1-1/2- (#5 REBAR OR SMALLER) 2- (#6 REBAR OR LARGER)
TOLERANCE: +/- 318*
a. REINFORCING STEEL SHALL NOT BE CUT. SENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
S. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS 01.4 SPECIFICATION.
10. CONCRETE SHALL HAVE A MINIMUM 2114)AY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 2500 PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 2500 P84
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 I/r TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWNGS, PRIOR TO PLACING CONCRETE.
1 Z HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP BRUCE SHALL BE CLASS 9 PER ACI 31 & LOCATION OF LAP
SPUCIES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS. PIERS AND WALL% 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 I * MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1 Ir SLAB: 8 FEET D.C. EACH DIRECTION
4' SLAB: 10 FEET D.C. EACH DIRECTION
• WELDED WIRE FABRIC (W.W.F.) GX6-WI.4XWI.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS POLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1 064 AND HAVE A
MINIMLIM SIDE AND END LAP OF 0 INCHES.
• MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE I/r TO 2-IW IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 314 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM CI I I& THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM CI I 16 WHEN REQUESTED BY THE BUILDING
OFFICIAL
I S. CONTROL JOINTS SHALL BE FUP441SHED WITH A FUU,4RNGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SUE OF KEY IS NUT MOWN ON THE DRAWINGS, THE KEY 94ALL BE 25% OF THE
C41OBS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1 A INCHES INTO THE FIRST POUR
OF CONCRETE
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF 140T SHOWN ON THE DRAWINGS, PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
I & CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 306.1 "STANDARD SPECIFICATION
FOR CONCRETE CURING* AND ACI 3W'GUME TO CURING CONCRETE'.
MASONRY NOTES:
I . CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 630, 'BUILDING CODE
FEQUIREMENTS FOR MASONRY STRUCTURES'AND SHALL BE CONSTRUCTED IN ACCORDANCE
MTN ACI 530.1. -SPECIFICATIONS FOR MASONRY STRUCTURES.-
2. CONCRETE MASONRY SHALL CONFORM TO ASTM GOD AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Pm - 1.500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPUCATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY UNITS SHALL BE LAE) 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 ETHER TYPE M OR S L24LEM SPECIFICALLY INDICATED OTHERWISE USE EITHER PORTLAND
CEMENTAJME OR MASONRY CEMENT FOR MORTAR
S. GROUT SHALL CONFORM TO ASTM 0476 NTH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2AW PSI.
S. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A61 5, GRADE 90.
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 COMM, EACH SIDE OF CONTROL JONTS AND
EACH SIDE OF WALL OPENINGS WITH (l)-*S CONTINUOUS VERTICAL REINFORCING BARS.
MASONRY NOTES (CONTINUED):
9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP
SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLJCES 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 94STALLED IN THE
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES.
13AR SIZE
LAP SPICE LENGTH
BEND DIAMETER
ACI HOOK
#4
2(r
T
I1r
05
2F
3,V4'
11cr
#6
w
4-1/2'
111
#7
4r
6-1/4'
is,
I O.REINFORCINGBARS 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 'KOH LIFT GROUTING* AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING
FOR CONCRETE MASONRY WALLS AND ACI 5301ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WfTHOUT MECHANICALLY
CONSOLIDATED (VIBRATEq GROUT POURS.
12. LIFTS OF GROUT SHALL BE KEYED 4 IN04ES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
I & MASONRY 13ELOW 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 REC"RED STRENGTH F`M.
02AONG SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NOMA TEK 3-413 - "BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION.*
WOOD FRAMING NOTES:
I . STRUCTLIRAL SAWN LUMBER. STRUCTIAAL COMPOSITE LUMBER AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATION FOR WOOD
coNsTRucnON.- (NDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH'PANEL DESIGN SPECIFICATION.'AND
SHALL CONFORM TO -VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
F1011,100O.-
3. ORIENTED STRAND BOARD (OSB) WALL CONFORM TO NOWNTARY PRODUCT STANDARD P82
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS'.
4. ALL BEAMS AND HEADERS WALL BE M-PLY 113LO.
S. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED NTH Ifr DIAMETER CAST -IN -PLACE ANCHOR 13OLTS WITH 7' EMBEDMENT,
4- (MINIMUM) AND 12- (MAXIMUM) FROM END OF SILL PLATE(S). LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE. NTH NUT AND 3-w)0.22V WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING - 7-W O.C.
REFER TO'PRE-APPROVED, FELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NUT 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 HAM140 CLEARANCES LESS THAN Ilr ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE-PINIE-FIR NOA /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
F,-975PSI F -425PSI FT-45OPSI FC-115OPSI FV-135PSI E-140OKS1
WITH THE MO1SiI3RE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2)9 TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE Mg TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN @K`142-4-1/2- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2)9 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:
Fo-1100PSI F =565PS! Fr-875PSI FC-145OPSI Fv-175PSI E-140OKSI
WITH THE MOISTUA% 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
MXNXXJ AM LVIL PARALLAM PSL TIMBERSTRAND LSL
E - 2000 KSl E - 1800 KSI E - 1300 KSI
F, - 2600 PSI F, - 2400 PSI N = 1700 PSI
10. FLOOR 94FATHWO SHALL BE UW INCH, APA RATED SHEATHING, 48/24 MIN.. EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01. APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.131'x2-I/r COMMON NAILS AT 8 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
1 I.FOR INTERIOR WALL HEADERS PROVIDE (l)-2)(JACK STUD AND (I)-2X KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE JACK STUD AND KING STUD PER CHART BELOW U.N.0
ON DRAWINGS:
VAN OF
OF
140 EXP. C
FWjZHEIGHT
OFT
OFT
I OFT
FT
j1J/3K
STUD
SUE
HEADER SPAN
Fn
4
INIK
W K
IJ11IK
a
W K
IJAK
I =
a
INIK
IJ*K
10
IJW
ITW
IJAK
2X4
12
1 JAK
IJ/3K
IJAK
IJAK
ENO
1.
!!J/2K
,J/3K
IJAK
ENO
X
ENG
ENO
WIN ED OF
< - 140 EXP. C
STUD
SEM
WALL HEIGHT
HEADER SPAN
Fn
OFT
LIFT
IOFT
4
IJAK
IJAK
IJ/IK.
6
IJAK
IJ/1K
IJ/IK
a
IJ1IK
IJ/1K
IJf1K
10
IJAK
IJAK
INIK
2XG
12
IJ/IK
IJAK
IJ/IK
14
IJAK
W K
WK
F�6
IMK
IJ/IK
IMK
I is
IJAK
IJAK
IJAK
13. WALLS SHOWN ON THE FRAMNO PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLAINS ARE INTERIOR NON-LDADM BEARING PARTITION WALLS.
14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2)(STUDS AT I S' D.C. MAXIMUM U.N.O.
NM4-LOAD BEARING PARTITION WALLS MALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA- MIN.) 0 24- D.C. MAXIMUM.
I S. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIROERSAIEAMS SHALL MAT04 THE
GRDEIMBEAM PLY COUNT WITHIN 1/2- TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDERIBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
I & WHEN NOT SHOWN ON DRAWIINGS OR DETAILS. THE NAILING SCHEDULE FOR WOOD FRAPAN13
ELEMENTS SHALL COMPLY WITH THE PC TABLE FIN113(l).
17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD �- JOIST MANUFACTURER.
INSTALL PER MANUFACTURERS RECOMMENDATIONS, NOTES. AND DETAILS, FLIDOR FRAM1W
CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO
DEPICT FLOOR SYSTEM-TO-WAUL 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 0 5055.
PRE-ENGINEERED ROOF TRUSS NOTES:
I . ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF
TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED
LOADS WITH ANWTPl I "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION.' FINAL PRE-(NGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER
2. ROOF TRUSSES SHAUL BE DESIGNED FOR THE SUPERIMPOSED WADS IDENTIFIED IN THE
GIN CRITTERIA NOTES SECTION.
3. 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 AIRE
SUFFICIENT TO WITHSTAND THE UPUFTAATERAL LOADS IMPOSED
4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOAM
AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEM, AND BEAM -TO -TRUSS CONNECTIONS. IF ANY TRUSS
CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS
MANLIFACTURIER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY
S. REFER TO ARCHTTECTLIRAL DRAWINGS MR TRUSS SHAPE. OVERHANG, DNWEI�Wow SLOPES.
SPANS, DRAINAGF- BEAFW40 WALL HEIGHTS. ETC.
S. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS,
ELECTRICAL FWURES, PLUMBING, FIRE SPRINKLERS. ETC 94ALL 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.
CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSM IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUW DESIGN PROVIDED BY THE DUEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
I . MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY *5 REBAR (36' I-G.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRICTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH I r 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 WALL AT THE
CORRECT LOCATION APPROXIMATELY 16' (H) x 4' (W) AT FLOOR LEVEL DRILL AND EPDXY #5
REGAIN Or La) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDIJUE- RACING 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. MISSINGIMISPLACED ANCHOR BOLT.* SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE:
A Ir.W 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 r EMBEDMENT INTO
CONCRETE.
A I /T THREADED ROD SETAP EPDXY r EMBEDMENT WITH 1,V4* MINIMLIM EDGE DISTANCE AND
7-1/2' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A W DIAMETER ANCHOR
BOLT WITH r EMBEDMENT INTO CONCRETE
INTO GROUT FILLED MASONRY (GFCMtj):
A IrZW TITEN HD WITH 1144' MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE ATV-S"
O.C. REPLACES A 112* DIAMETER ANCHOR BOLT WITH r EMBEDMENT AT 6-0' D.C.; LIKEWISE A
I "" TITEN HD WITH 1,V4* MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2-41"
D.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT ATV-0" D.C..
& MISSIN"ISPLACED TRUSS STRAP ANCHOR REFER TO'MISSED TRUSS STRAP REPAJFr 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 Q.F 3- I.G. NAILS). WHEN GAP IS GREATER THAN
1-11r. INSTALL NEW ANCHORS.
4. MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANG REPAIR
< Sir NO REPAIR REOI)
SW < OVERHANG < 1 -1 Ir GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>1-w CONTACT ENGINEER OF RECORD FOR REPAIR
5. NOTCHED TOP PLATES A STUDS REQUIRING REPAIR
AT STUDS: STRUCTURAL REPAIR IS REOUIRED 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 DRILUED/BORIED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS, OR W% OF THE STUD WIDTH IN NOWBEARING WALLS. IF THE MAXIMUM
HOLEMOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2XSTUD USE HSS24MI.5 WITH (I 2)-1/4XI -1 Ir SIDS
SCREWS. FOR MULTI-M-Y 2XSTUDS USE HSS2--*--SDW WITH (I 2)-1/4-a- BOB 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 13Y WOOD STRUCTURAL PANEL SHEATHING). OR THE PLATES ARE CUT THROUGH. THE
REQUIRED REPAIR IS A GALVANIZED I 6-GAUGE METAL TIE THAT IS AT LEAST 1-112* WIDE AND
MUST BE FASTENED WITH (8)-1 6D NAILS ON EACH SIDE OF THE OPENING.
JURISDICTION SPECIFIC NOTES:
I . FOR PARTIALLY 84CLOSED AREAS, INCLUDING BUT NOT LIMITED TO LAMB, PORCHES, AND
BALCONIES A 1/2- (MINIMLIMI EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PANTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-t495 THE SOFFIT WILL COMPLY WITH R703.1.
Fieldswne
C.OJL# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
(3 IBRAHELA ELAYEB, PE
P.E.# 9f476
0 BENJAMIN NIESE, PE
P.F-# 86025
02/13/2024
3TATE OF Z
V
xOR19"', ** I+%
N
0
'NOMAt.
E
M1ch1W
3400 Auburn Rd
Sufte 200
Autxjm Hills, MI 4&326
+1 248.UZ4035
Rorkis
12WS Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.468.3310
www.fiekkqor)eae.com
N
Lu I
Z c'3
M
Lu
w -I CC
00
tz < LL
cf)
w
CC
Ln
a.
LIJ
C.) N
DRAWN BY. I FAE I
VERSION: 5:.:0]
SHEETNAME
COVER SHEET
SHEEET #
SO.1-140_
MIER
OF FSM
ROWADE a-h
1QD)
IP rK4w
womRawo
cm AacwNuoilm
FUTOPOF&M
WFUN
VWFBF
FERFLM
MOINVOM
F91FUN
CWML
FIR Pull
IN18F
PON, MOM
CMMFWM
FEN PLO
PAVIN Fapup
CRIOMPOPUll MOE
FNIHOW PEFAM
MKPMFDM
FORM
MASONRY WALL FTG. Zen*= --,)MASONRY CORNER COLUMN
29,
FO
FMA"10 117Z.-W FOM-M
fCKlV9ffWfF91FLW
K)MMMOR(Mus=
Via
1,4,r oRmcoffolom
'4
ROM
okwM01TOND"
WERIOR MASONRY WALL @ GARAGE
F;;�
MMFOPM
MMMOM
em@
EXTERIOR DOOR SILLS
wZ-1--w
11 FROEMORT.
wo'""M"o -\
Gemwauxo. 1----
SLIMS"
iLF
mom PI*MFMVM
WmlHMM W"
P)AMAROD PAN FBI pm
cm(Novilp
FDO COML40FORM Rgliffia
ow
M#4MkxMMKr:- r
lm- W--
PAVIN @ MC GPADE VA 011COW
45INLRUMMILOAM"a
WFEMONSA
GARAGE DOOR RECESSED SILL
1/2�-'V-T
rwwpmwoFLM rcw.wefFBRM
WFMNIM
10 11r
FMISCAORCMAM MMMMORMIRM
am
16.
OWWRGNM#4
wQMcF&v;l$4
RMON(Nom
OMPOIRM
POMFUIVIE
GWED
,&I ff4r I
TOWKIIAWFAIMM111101 &RIMMAILOP.T. MMMUS(Mm"SE
oemmmuxa
01040armow so
woolcmMoolso or. SUFMMM
PM
so KM
Nf40KR==ff.oNoM
05CRNMEML001MOXX "ARMALML014MUM
ZIMM THICOED SIA @ GARAGE (NON Br-M-) MOM THICKENED &M @ GARAGE @WING) 2r.W2=
FOS - - -/I/;- -;w_—
/2� V-7 FZ. K:, FMG�*()
FMG-M &—
"ONOVIOLUP
UCEFASMSMSE
OUTSM
W111010FOXONA
ROUIRMTMUM
WINSIT
�RFUN
WEVLV
WWRO
MOM
R& WM PBMIKPK
UVIE All FRUND
fDMMFFE'
FR WWN
m3offePAPSIRM
00"Ra FR PUN
FORCEMENT @ FrG. CORNERS BEARING PENETRATION - CMU li/IZ=l
,�),THICISED SLAB @ INT. WALL PEARING) ZrW2= PATIO / PORCH EDGE 11/12=i (F 12) Z*w= F
;Z1 20
8112� 11-W F;;7100 10 1/2--I--(r 1/r-ll-(r FWA-130
0)#40fMW SEFUUMFUN
NEWaMPIM M&NIFEM10
----------------------- --------
Ir
RECESS IN M @ SHOWER MerAn
F;;"W
.a�
U& Fief&%Wne
C.OJL# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
13 1BRAHEM ELAYEB, PE
P.E.# 91476
E BENJAMIN NIESE, PE
P.E.# 86025
02/13/2024
,1115- -:OVA-8'T
,. 0 3 TE OF
p
XOR19
//101VA1-
to
if
M1ch1W
3400 Aubum Rd
Suite 200
Aubum Hills, Ml 48M
+1 248.6M.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, Fl- 33637
+1 813.466.3310
r-
0
0
_j
c\1
LU
Z
Z
>
w
tu
Fn
id
-J cr
00
U)
o
—
tL
0 Zj
< LL
It
!�
ui
U)
o
cl)
0
W
a.
r
LLI
c') N
01
F
DRAM BY. I FAE
'rVERSION: 5.0
SHEET NME
FOUNDATION
DETAILS
SHM #
S1.0
ji JE
"r-cr IvAr
24*j24W r CONC, FrM W #4
VERIFY M.0 BARS 0 1 r D.C. EA. WAY
111111 r M
VERIFY
'to. ;rk YERIFY WO.
(Y-W
12-2 lir T-6 3w 0 6-6 llr 'r-7 1/41
.......... . ... .....
.......... . ........ I
L
4—
F—
T-
M H:
H:
— — — lit —
T
V4.
R? lr-.
M[jL VERIFY� I
Wo. ;I VERIFY
N.G.
r-W
IP
b
FW
mi
rFW
r-r
24NMI r COW.
FM wf #4 SAM 0
vp IT D.C. Ek WAY
T
W-W
FOUNDATION PLAN - ELEV. loill
SCALE
NOTES;
1. 3 I/r CONCRETE SLAB ON GRADE OVER VAPOR &ARRIER
7 REFERENCE FN41SHED FLOOR ELEVATION - U-Ir
3. REFER TO DWG 80.1 FOR GENERAL STRUCTURAL NOTES
C@0 Fiel&qtone
C.OJL# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERINGi=--
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# 86025
02/13/2024
,SN
0.
0 OF
OR19
WlchlW
3400 Aubum Rd
Sufte 200
Aubum Hils, Ml 48M
+1 248.UZ4035
Fkwkla
129M Tampa Oaks Blvd.
sufte 150
Tampa, FL 33637
+1813.486.3310
www.Nekktoneae.com
N
C)
0
_j
04
I
'z
Z
Lu 9
-j
0
0
cr-
UJI
C6
r =1
0
1
cl)
q:
w
LU
c,) N
0
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
FOUNDATION
PLAN - SLAB
SHEET #
si
I
CONTINUOUS LINTEL OVER -
MASONRY COLUMN. DRILL 3"
HOLE IN BOTTOM OF LINTEL
AND E)(TEND VERTICAL
REBAR THROUGH LINTEL.
25 SH 25 SH
— — — — — — — — — — — — — — — - b
V UNE OF FLOOR ABOVE
114
LINE OF FLOOR ABOVE
----------------
POUR SOLID POURSOUD
16070 OHGD
LINTEL RECESS 25 SH
2868 DOOR
in
—7�
wl LINTEL RECES�S'
)68 DOOR
NI 3010 TRANS ABV.
ss I
LINE OF FLOOR OVE
FIRST FLOOR WALLMEADER PLAN - ELEV. "JII
SCALE: 114-1--0'
NOTES:
1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES
POURSOUD
Fi
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:e--
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# 86025
02/13/2024
LINTEL AND BOND BEAM LEGEND
1 BMBEMISMBEB'MMOLFr%=�Mt5BARGnO
SMD,coifnWMAFIOUNDPIRMErERDFnKTA
ZNINIIIIINCA101IRKBEARNG PER END III UNIES OR AS
REMWErfNANOF
I UNTELS VIITH A DEAR SPAN LONGER THAN 124 SHALL BE
RIESTRESSM.
4 BOND FM EID � V4 LIAO.
i GWGE DOOR UNTELHEIGHT MAY HAW A MLERWE OF 0- 4'
FORALLUNTEUNORMTER
TYPE DESIGNATION
F RIBIMTHOWN LINAM
Wn OF � REAR AT
OFUNTH.CAM
lF1 6-1 k'—'T
�. f-OAWOF#5REEARATTOP
HEIGHT
NOMNALWUrH
- t#5 FERARATTOPIKO)m
CIA)
GROLF
IS REBARATEOnamOFLINTELCAM
"DNIMIREINFOM
PRIAM IN LINTEL NARP
rNOMINN.HEIGHT
m� E'
'—s --� � '. - . g t 5.
�07-,'tZ� 2.—
gal
H 1
A
Ro
Michigan
3400 Aubum Rd
Suite 200
Auburn Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
r-
C)
F-
0
C\I
j
z
0
It
LU LO
Z Cl)
0
Cl)
z
w
w
U)
UJI
00
Cn
0
-
t:
a LL
CC
�q
(6
w
W
U)
cr
Uj
U1
&; a.
r—
r, W
m N
01
Er
JL—
F-
L
IDRAWN BY: I FAE
5.0]
No. VERSION:
SHEET NAME
FIRST FLOOR
WALI-/HDR PLN
OF Z V-
SHEET #
0
S2.1 J
MSTCM40 FROM (2)
a(SUILTUP
COLUMN TO CMU
WALL BELOW vji
CONCRETE SCREWS
TYF��
K�97— - -
TYP—�
,0,
MSTA30 FROM BASE Or M Z,
COLUMN TO OMER BELOW
I's
28C
MSTCMQ FROM KINWJACK STUI)S TO CMU WALL
BELOW �/ CONCRETE SCREWS. INSTALL STRAP
BEFORE INSTALLM LEDGER AT LOW ROOF
Fm---)
3= SH
F(2)----1
3M SH END
2)d WALL
XIIR
29C 30M SH
C816 HOROONTAL STRAP
CONT. ABOVE & BELOW
OPENNGS PER SWWSC2
200 FX
MSTA30 FROM BASE OF (2) 2.
COLUMN TO TRUS8 BELOW
)50 am 3050 SH
W 1J/2K
CSIS HORLWNTAL STRAP MSTA30 FROM BASE OF M Z.
COW. ABOVE & BELOW COLUMN TO GFOER BELOW
OPENNGS PER SWS/S4.2
MSTCM0 FROM M Z9
BUILT UP COLUMN TO
PRE -CAST LINTEL BELOW
wl CONCRETE SCREWS
SECOND FLOOR WALLMEADER PLAN - ELEV. 1131
SCOIL-11'r-I'v
NOTES:
1. REFER TO DWG 80.1 FOR eENERAL STRUCTURAL NOTES
A-
C)b&%
IV'W
C.OA# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
IBRAHEM ELAYEB, PE
P.E.# 91476
E BENJAMIN NIESE, PE
P.E-# 86025
02113/2024
fill 2 � b
.17L � I
[foll, ail N 11-7
IL - - - I I
mwftm
3400 Auburn Rd
Sulto 200
Aubum Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
suite 150
Tamps, FL 33637
+1813.486.3310
www.fiekfttonese.com
J C-4
j w 3
Z cn
0)
00
LL
r Lu co
q:
u x
a.
LLJ
c-) N
F
EN
DRAM BY: I FAE
.8 5�O
VERSION:
SHEIETNAME
SECOND FLOOR
TE OF WALL\HDR PLAN
#
A
S2.2J
U4
ki
so
on GIRDER
PER
Mob".
11-w
HANG
PER
MANUF.
"LL
TWA422
0
HANG
PER
MW
ovi
ER PER
NUF
MAJ1
WAN-7
aw-A
OR GIRDER PER MANUF.
1112
SU
SIM.
META16
OR GIRDER PER MANUR
' OR GIRI)ER PER MANUF
11 11 0 it
FLOOR TRUSS: 2, VERTICAL -
RED. AT TM LOCATION MR 2.d
FLOOR SM4PPING. DESIGN FOR
A CONCENTRATED REVERSIBLE
WM LOAD OF 2.000 U!
—7�
FLOOR/LOW ROOF FRAMING PLAN ELEV. Hill
SCALE. 1w-V-w
I
1. TO DWG SMI FOR GENERAL STRUCTURAL NOTES
P. REFER TO DETAILS ON DWO 84.1 FOR ROOF SHEATHING REQUIREMENTS
KTS1 6 TO (2) W BUILT
UP OOLUM. OTr2Z 0
BASE OF COLUMN "
I/4*jd-I/rSOS&1/r
ATR SET-XP EPDXIED
TO TOP OF CMU WALL
BELOW. MIK V EMBED
rla-'W
&VAIIIII
11401
N KFA
sit
ROOF FRAMING PLAN ELEV. Hill
SCALE 1W-1-4P
NCTIES:
1. REFER TO DWO 30.1 FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWO S41 FOR ROOF SHEATHING REOUIREMENTS
KrS16 TO (2) 2*4 BUILT
UP COLUM. Drr2Z 0
BASE OF COLUMN 'W (a)
1/4*�d-1/rWS&1/r
ATR SET-XP EPDXIED
TO TOP OF CMU WALL
BELOW. MIN. V EMBED
�wl
000 Fiel&qtow
C.OA# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
(3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
02/13/2024
TRUSS NOTES
Wasonew"MONRM
1. ALL1111USM"1011000AFEME111itAlt
I. ALLISASSINVIIMS(XVIONE" In MK*B1
INIALB)OMMM"w9weE
mweaffewma OMMMIEMM
0AWRftME030EWIdVAUIIRWM
HURWKUIMONJORMONIKONOOF
THEIRLWIN.
tDTVPkETXTMrl E' I IRMICIBIONVIE
U111=1111CM(PORADEF01101010
4TMM10PRMIOSEPWOVACIM
I WUWLYTRAWROMW=aEA.PLY
QMvIcisommFulammmictaw
RMTOMKIVIRPNOW1101103AMINAIM
WSUNMER
RESUCKTHECNPXMIRNCWUMANN
TIEDWCOUVaCFTIMMEOML"WID
M�(IFFEM
No.
0, STATE
OR1906--
Michigm
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48M
+1 248.=4036
Florida
129M Tampa Oaks Blvd.
suite 150
Tampa, Fl. 33637
+1813.466.3310
www.fiekWonew.com
0
_j
c%j
Lul
Q
Z
Z
w
LLI
Fn
Ed
-J
no
c",
0
Q L-2
cf) C6
wo
cn
cl)
ir
cr-
>-
W
(L
c)
LU
V) N
F-
L
DRAWN BY: I FAE I
VERSION: 5LO]
SHM NME
FLOOR/Low
ROOF FRM PLN
SHM#
S3.1 J
2KROMATIEUM 2.RWWWaTAM
ToTaxisliondwir
mcwomuvm
SOMWLFERTWM
KFBTWM
1vPcIL11n DIFIX
41011131FORUN 'IW TAMiRm
MON)IFESFUll
"M
M�RM906EMKMWMMNWMMMNIFACUBMVM FOR
VmTlkmpmuNM=4wamswrtinmwm
SIRCIVRILSEM
SEEPUNOWDEINUIPIR
KRADIM
F*BGMMWU
TWMXrlrOLC,VAX
TEEMDO
P91 RA
R"IEMDIDKM
21111)"FoRm
I OUKATIMANEW
C=M�WOWA SIROWASEVIVISSIERM
&awe roup" bRMBMA7AOIED 411C 4�14'
11 IT
eww(jup.man ToTmisivolowN
14-4
SEMWLFEltff" cmummRcrtlKsimm
SEMNMTAL WLMnMt$EUHNOMrAL
FRMMRM R�PERPLM
iiii.cRoasenivio,
SERMAIDDEMPOR OPw ww
AMOM air
WOOD TRAORwrm Aq %MON. TRISSORNIM RSCRWTR
IS
AMMON. Sex MMKIM A
Mw
ilmmm $)KIM
MUSH RAINSPERFUll ID 0
FWkPMNICHMN CD OVERHANG M OVERHANG OVERPOM OVERFAAK3
NLFMTPMSBMOUAL PER PLAN PER PLAN PER PLAN
3 'j
W.1 I/wr 314r'-1 I 1jr- 11.r-71ffr
wunDalw SINGLE SIDWM CONFIGURATION A SINGLE WIJI.' CONFIGURATION 8 DOUBLE SDVC CONFIGURATION A DOUBLE SID1111IC"OONFIGUROITIM 8 DOUBLE SDWC: OONFKKJRATION D
ALLSOMME109MMIDnEOgLUMOS01CFMEMNBOM ONEFUU.01POW
KUBFMMNMLMFAK MWWWWRMSTLIG) [TRUSS AUGINED WTH EITUID) URUSS OFFSET FROM STUD) INSTALLED THROU13H TRUSSIRAFTER
L =UrRKTMMMMMM�9� EM�mcw�naL INSTALL THROUGH TOP PLATE KID INSTALL THROUGIN TOP PLATE INTO INSTALL THROUGH TOP PLATE INSTALL THFIOUGH TOP PLATE INTO KrO TOP PLATE
TRUSSIRAFTER TRUSSRAFTER INTO TRUSSRAFTER TRUSSRAFTER
WALMON0111111011111100111HERK
MNOMFUMIRnM7KMKWGVRCMKLBEGLMFORCNtIERM
WLLEYSEr
TIMooro.c
VKOSET
IKIILIOIIIA
7=3=M
mwmnmm
v
TUM@24fOt
SDI"
Fw9L1LR'7M
VUCXOFWLiEY
TMWAEDMPMM
Wffidomwii.orot
TRUSSiRAFTER M D0UBLE TOP PLATE SCREW CONNECTM =021= TRUSS VAM SET OVER FRAME
R10,1 )ROOF TRUSS ON MASONRY 7/16=1 R021) Ro—OF TRUSS ON FRAMING WIN= UPMIMWKCO.ker.c 7/161=1
NOT TO SCALE W.- M., 0 SCALE RX. K::;/--rM FIZZ= K::�/NCFrTO SCALE R;�M
, IN grNpUlIKKAW
mm@Ekowmm FORM NDMMFEMM VANDMATMtMVUOKY.
ONEIANDEX011111OFFLAX FMSWMWLN 1130091ASIDWOMMMA SWILM
WOMSEEFIMPM : '/ 2rALMMFWMA72t WLSEMMM&WMAIfaC SISINNORSIRM
AITADW ........... i i I I i i i i VA 111101511131 oitnmDamehm
016091111111T.AITAW FROMMUTRIS
vidTogme ot ATIAGHTOGWISIDIFFES)TOP WRIMTOTFIMW 70TRATOPD0110 VAUDDISIRINNIGAMM
TERMTOP F MIWMEHNA RIOMBATWOZ, 101411AWKWAG1014
FLATE VRJMMSEATHOO alucownwiSsEk IISIDATMERINIGIOBTER
SUPANFBIFLM Petpui MOM TOP OW W/ OUTROM cw.0010 Tpmtr.ammlmmp
Off.2111W40 pliaws I
Nows STRCpmgckm
FEIIPUSI 0016.814WRIMPA3
VALAMR1111111109mu
FIEDDROVIIIIINKISUPTOW.
ROMISMMMMFOR RMWASRUMFOR
MUIUQFMDMMMMM VAN 1111148911111 0"'Ommi'pom"
M"dW.SATWQt wuls
WUSKOWOMM EDOE.1010dOEILENDID nowauninfam DE213MIME
ITISACCEPTIREIDUIEW11 4"1111011181 fffTNEOUXIM P*BaNmmm EMNSWIMNBM
HILSYMMIUMOOR)OF Im"00OWLica SAILETSUMOVEINK TRMAT14rO.C.WLX BYTRMMNff4CM8
TRMMTRNMLQQ *MMNDOWTHE SEERSURSIDSIM P91
EM=ME-K WAN w Waffeugovew"M PSITRIIIIIIIIINUFAMMES
0(MWftLM VAROM@SfMft V)MMPAFWVAMMUM
mallouipugom RKISIRE11131111
am=
31111101111AT24POf.
a
9HO1d4 WMONETRJNNM PMWWTMWAMFMTNM :L sawmeniow
dM12171OW"Ek PEERMFOANT9111119M 0 Q1 M 1 1 L�7
WMTSU111 RMSEVM WAM L FLE11111111 maxom
bOSAWSSINIEIL MCKFU to FORM
W& DILMINIMIGUI WLV
amairac, MINW&SIS III T.... =I. PIVATKIS,
f4WQQWs�dTffPL RVAMPERFLM
SSIDrA F9 TRISSIMM94ror. HWOM&ROMM� WIFAROWLM DT PDOSSIMN0121TODWS
HE 10TIVIII)OMOCIFOOKE PRMNFrRnwtr
T
MMWrMM
PUNWINEDUE 11=1131111011OX21 01191PLATE. FRIT31101OFF11411011) SHISKIIINIFERFU111
REUMPERPUll worKLMEWMMF^on PENIVIE111iW110111110101frot
rMSIMLSEE MASMY SEFLMFMWVWOFXL
WANATROON WOMPStRARROINEDEMI
0 IIE"KI101101WIF11U. I mommm
RMFMVW Of EATRM;;*A361X NEOM
FE11 FUN
"NIM
WALL BRACING @ 044M. EXT. WALL 7/1 6121M GABLE END TRW BRACING DETAIL STRUCTURAL GABLE END TRW DETAIL Z*0112= WD HIP TRUSS BRACING DETAIL @MON HIP)
7 .— - R . __
\��WrTO SCALE R;ZM K::;/W7TO WALE R;;;w \,::7Na;—ro scALE(SHEATHED STRUCTURAL GABLE) RWGM NOT TO SCALE R=100
T-MHWNM—_V
T-InHMKYM--,,,7�4
41,-ID
f4— —
(D (1)
(D (1)
:4 �4
— —
01 (nn22D
I
I — 7
(D (D I/
< (D
11110E—
(Dwev
EHO
WGIE
(D mum
(D
WFARE11111112018
1 2 Rl".20rh
am
1018111AH
mammomfmn M
ru rot 4rOt
MWIN1111WEDIMM
on
PIWRREU) M
rot rot ro_t
'OEMYMBIWEM
1. MWMOF�OMMESWTBMFKMMMMLODUva
on
LLMMEOFMW108EPNMWAMTUSCRNM*TWA 1191011ILTHIMEMAW-11
WfAOVMCNMLMTMNR=M
LBXESYMIUDNMOBMHMNWOR7ula
FFELDOM=eMCMMCFUlEOffACTROMORNOW
NTUHWE-YMKOOM HOUSE -42OKIIIIII)EHOUSE - 12011E. 11aOEHOU1E - 92M
OFMMFCRAVOORnM
FK4KTlkm FIE MMUM.
F91111411F. PREEI TRUSS
MEUFRPPJMWW
ffrwpERKN Potilm.
gnsEESSISIGGO ;4hFTOPFUffE STWHISFUM
wx FUU.111901YS111DOLFERMA Ob-TOPRa TEWR0.WkIUF
ElOWWOOLRYCOUPIFIO
VOTRIMPLYMUNA RLL"EoffmmpmpLm NEONEERPLYff
CMMFSRA
TntQ1.1111111. RALNM$r=FgtPLM
DESTWEiMEGFULDWIDPA uffmoNmnm ONESTWrA$MCFKLWAMMM
WM:NFBMMRLLHDffSIWOMMMlHICEIALWEUMMPPKCMMFBtFLMMMDIKE allif"1101111RARNIS
STWIGMU=OMMMMUrlOKSMONSAWIERMFORW"STWATUDWPERMTALKW. BOSMONNOUSCECFWL
TYWA GIRDER TRUSS TWIST STRAP INSTALLATION OUMM
\��Narm SCALE 141=1001
0)— WM(OR
W11014111131114iff
Ekm=LOCM
R" SHEATHING ATTACHMEW DIAGRAM M111111101FINWHEIPQ amald= R13 MTP TRUSS STRAP REPAIR Marw
NOT TO SCALE R=30
SCALE 10 &.M—T!
* ReMsmine
C.OJL# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERINGL_
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# SM5
02/13/2024
y 16
ii ia. Is 1;
It. 'IM, 1 16.1 sil
":t;-t1jj;jj � 'I -
111111ai
Ifl, Jill III
Michigm
3400 Aubum Rd
SUM 200
Aubum Hills, MI 48326
+1 248.6=.4035
12906 Tampa Oaks Blvd.
suits 160
Tampa, Fl. 33837
+1813.466.3310
www.fleAdstonaeo.corn
r-
c�
0
_j
c\1
Lu
z
g
ZA
0
Z
w
Fn
W
_j cr
00
C/)
o
Izz
a _j
< LL
a:
!4
co
cr-
1cl)
:) q:
11 >-
w
a.
W
0
F
IWAVM BY: I F=AE
o. 86 : 5.0 1
SHEET NME
M
DETAILS -
cz 00
Z ROOF
0 ' .. /._I I
WrA �* -�
_-_ %b
R191"
40
1
Am PRmax"AT
PJDVM SRCRK
PERPLAN SEAM
mmm
PLAN
E(TM WALL SHEATHING
ow"
WL
MD
IRWN
mmpq
sm
I ,P,COOO
rm
�
am
mm
?AroBw
N
rac
slat
12,041
EMMIB
k S
3m
I
wamarm
1128
=111101.8arm
macm
*10mmo-mrmam
wmTemmawamm
VALLSEM
E(Tm WALL SHUTM
*BMW
WL
am
sam
ffimm
m
lamml
mma
"mm
7twasm
Od
MCI
lot
rm
ALL
am
90ARNALLATEFULLM
mmcms&Dn
NOLOPMOIFINFELD
3
3W
OMKQAVLU 11w—
sammaw WLLA, am
"MPEAMW am
PRE81311MRSOPERWAF02r
0twitaTommagwPER
P.Mlam"TagEm"ON
EZVOMEOFMIP.
494MFAMWASNUGG
SWOMMiNKHRALY4
HEIMSTRAP
M311111ENTPENTAKE
LUSM
Hmwx
Mrs
0"
HDREUW
<1XNPK
4FT
wt
110OW
OFT
mmlfwww-lr
1"1010
1NOWN
7
4FT
ffmwwmwr
&W91ma
1001OW
OFT
040("1~10 1
"AwNME110
cTmvd*wfmmr
I
awwwav
MUM
--
WASeffST&E
STD HEADER CONFIGURATION
21=RE9=@W0jt08
HECKTOPONMPA
MN1WWF91W*WTVP.
"MPRM
NOMWFAMWAS
THRUMSSUM
wmPEOPLAMPLYWI
WAM MR3UPLY4
AMMMAJAWNSFUK)
owammaFeen
PENPLAN
wAmgrw
WAINK110.0 CO
REK12111917
PENTAILE
(111310WOUTNI
WwwTv.
112016% OPT 1=18
�541WN 4FF MAN
ALT RAISED HEADER
wammammm"
mummusImIrms DWUhTCPRM
OME1139204910098
PKWUPPLAZIMPA18 armamw.
WmamomamVP
TYPRAVO-TOP PLATE
0381EMPERPLAN
PERKM EAT190PERFLAN
WWRERRAMPLY. 21OMPUTE
wAMnaiALjA0M
PAMOMM
REQUO1111913FERPLAAL
-"\LOAD BEARING WALL W/o UPLJFr
SCAUE ww*111
mwKserm
1ATTAC1111117PERFUN
MWEAMTOTAL
amwomwan
i
now& WPT.
Mr-l-wommoom
SL MJFwmL
PERPLAr
-
rcW11AL1.0offm
"Favitmemommmmsm XWFUMM
m AVENTRafFERPLm
1EUMMMAMOFINNEUMN VKYPI SU; -NN FORROWUN10
mms1wimmmassm
WON*= GABLE END SHEATHING DETAIL W&12=2 TYWCAL MING @ BEARING WALL BALLOON FRAME TO MAiSONRY DETAIL ZrIf2m
Z2�1 w 122)
wm)TYKA SHEATHING DETAIL
T SCALE W;;;W \Z::;/N0;T0 SCALE TO SCALE w;;720
WMNMATT~
tIMSURTRU70wam
OWMEWMAT700TV"OO
rimmeanimmiam
ATTACH rr THU11"IMMAOM
P91RMFIMUNWA
x7mm
hOROEVE111ACKYOUROW
irmimamwivremicam
TYPOL WNDOW ATTACHMENT DETAIL IV17=1
w;Z1,10
Ixom
MU41mmm 119. Iwo
hPT1LXX
aclosbamwilwagEolm
ATTOMFOR
RMAPEUT
APPRm
OFOOKUM
ALISM
bamprwTo
VDAMIMATTOW!NAU
FOOPERSEM
OfFnERMONOWUMAPM
ammmmamomwaw
GAAMDUAND
TUXONFULLEDPER
NUFACPAN
FEWOM
awmammXaTow.1
wirvemisomram
TmHnwr�110mott
WOMWOMPAMOOTTOKMO
FRANETOW VA0FUrx?WXW3Mm41
WSW
tF Or. STAGGER V10 r
811AMPERPLAN
hamillroja
EMOTWTORAT
sm"wair
FAU911'Ot
hnnswot
5=1011.
0311=10U. SOMPERFLAN
"m"'I'LEL'o
BIDRWMRX
STLOW0,1961jr
mewac,
&CALIFORNIA CORNER 711%=1
wis
TO SCALE W;;18D
WmaLM(mmam
REEMAPOPLAN
IMME
kMUWFB
sm A
r TYWADOORATTACHMENTDETAIL OWMAM Twm GARAGE DOOR ATTACHMENT 7/1&=1 TYWA CMU INTERSECTION DETAIL 7/10=1 ow"
R
W.T-S. W;Z,50 KL��ANO;TO SCALE zz. KL7-.rT. A;;:182
h3LUTEN&L
MDOOMFER
RAN
TCPCFKRU
UUOFXPFLAIE
--- 30r-
SAPEROM -
UUMM
08C011TRAFKAFE
U3E*ZKkA1EATa1L
WILSTRAPLmum
WILSINAPUDAN
imma caamm
ALT.W;MHM
07.01L.2.70PPLATE
2KR1LmffwSmwm-
MANNIFEARAN
NrVUFERFLM
ST WOLPER PLAN
alumsm
dM*WASEKHEND
12.
N
�', I 10 1111 iz
=M=3=
VAMLMPFIA
01111101ERM
CETWIMM
ffeemmL
FANS*=
A.Tagns
PER
IrLv (rvPj
HEADJOln
Rim
IrLQ"4
a Am 00mr.
11001EA
ONVAPERPLAN
*�Yqm
UFFED11,10.00
4509MAVERWAR
SUROMA
umvwUxA
XLFMMLS
SPOOONOPLANU
MWFMFWM
mwam
"11NT. WALL 0"ECTION TO EXT. WALL 2r2W= TYPrA REINFORCED FILLED CELL DETAIL
K��To SmE
W;7190
91.10PERve
PLAM"wU
PLARM
— NUMPER
F.AKM
STRAP IfUNAUIUMIMLE)CM
MUM
JEWCAPPORM
1011
COW
04awwr
L:
Z
IF
at
in
C04
maimtr
I
.1
v
a
M941
mtw*tr
of
—
PURI.
so
as"
mtw6lw
01kcRt
40
1-m m1mopmramrs P1 N 100011,11 -Ulm
LFMMVMBLESIMMMOFSTWENDMKOXWSFWM
IPE MS 811 OF RE Mile VOO CUT AT WIN,
FTAO SHEAR WALL I I r2312=
Fieklame
10
C.OJL# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:---
29349
0 IBRAHEM ELAYEB, PE
P.E.# 91476
III BENJAMIN NIESE, PE
P.E# 86025
02/13=4
No. 8
Aw Z.
3 OF
x I'll,
OR19
c,
11111110
,. j
i opt
'22-141-1
j I
If. 'Sol
all Its
34M Aubum Rd
Suite 2W
Auburn Hills, M1 48M
+1 24&BM4=
FkxWa
12M Tampa Oaks BW.
Suite ISO
TarnM Fl- 33637
+1 813.466.3310
r-
LU
z
Q
LU
w
U)
ul
-j cr
03
cj)
0
!H
wo
co
=)
C3
LU
R
Ln
a.
r
W
v) N
0
L
VERSION: 5.0]
SHEETNAME
DETAILS -
WALL
SHEET
S4.2
hSRIMSERMU
MOMS69"o"mme
ROMON9110KNERMOMW
MINOR= PIP 001 * WLS4Ek END
- OMMGA CM.OMEMM
1HE EffiGWIRMNIDATLEW PROM
MEN" INKIL Malwassms
W=A�CMWW
TitmoRm
WUSFamm 4m mammmovRomm
FoRm
rommm Twmaflarocnommmm
WAAMD01voitm
.,,,CoN,,M MUDIMCK IFISIMNIaM
f(MVILLORnw, nlq
wmffmw 1040mlommAmommlo
10IMNNUMAMMUMMA
MsEpopmwof
mmumommmm%summsk
OOE E w a " w 0 "7/'l
F,-,),F10T0RTRZTOMkWWALL
6"r "'m
SCALE
L�� a
MROMILSEVOOGNMM
MaNUMCOM, BERM
MRATFADIM
Kw"oum
mommmmat"
ww"fatwu
scommulm
VUSUMM
roo0affa=105
owrmmwawm
rcwm3E
KMFM*ffffi*
(L-m'�FRLWY TRW TO WSONRY WALL
\—>�rm WALE LTM-020
hMMSERM0
scmnsrwpwfa
off.alpmom
INKSIRM
RmsmapmAm
MOW
SUMMM
WommouTwo
as
mwmmmamww
FoMmwMaRmam
mmmawmpffiRm
MNOWAF.
NWASTQQNU
SEM"YorAmm
Lmwm
ToFmowoz
waftsom
WasowwwwUroLa
TORTM
LTW-= F"10)
W&SMEA%UFW09WV4 C0ffb*KWWAS)0*QW#
F9tRJA=ffNMR=W0 WWWOOKAM smimm"a"i MORMSEMM— rAs=&1mKS)mURm
at"AwUmMoff.11 owrm"A"a ATTACHMPMKM hwasummAoff sotcRMSEWDS&
kawwamu@Emmm Wow"" bKOWWWrAU91f0r. Arr~FMRM
I
I pm we
annw afillimenm N
Rmswm&auow
pme3mmm �� 1 11 — .. 7 SO
HOWDOMMEMPORMWMM
TRUMME'swoRm FM WMANIWAF, "N"UnNEVALms;
owo 9. ho PULE)WWWONSON SEV46FERRM KRUMPSIRM
lopomEmpmmm MMWPERRM PRO ROWRINFUtWAF
TOM FBFLM 17,,,, 'qF..
MEATRAITommorof Tomommm isimmaxwo E)MMM" 21Wr=FWEFUtRM
rcmuwulnmi On2amosomma0wac, MMOMF91WAF, haw"OUfffirwpel"As"m
YW PHIF FEARM ENEWLIEUM P*80M?KwmpmpLm
"m DEXLEsmam"wommyx -NMOONTIUSSIMMMLEAS -MMLOON MLSWOMIKALLWAIS ex"PaRm
3WERVAOMMARNUMALLMNS STWUPAMMESIRMSSALLOOKS
CSIUSTWOMOFENJOW WWSWATTUPCFWAW�
&.-,'\FRLOOR TO MMRY WALL@ LOW ROOF IW7=1 FLOOR JOIST @ LOW ROOF 12117/2M 2-STORY CONNECDON AT BEM (SHEM TRMM) 2m= §B�tRMDSTOMNM �AIL 7/1WMI
L26
ALE SCALE
SCALE LTWI40 \��Wi M WALE L&;7180 TO SCALE L;17'260
* FieUstme
C.OJL# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
02/13/2024
No. 86091e',,'��,I--
HAL
ps
a IS
I
middom
3400 AubLwn Rd
Sufte 200
Aubum MIS, MI MN
+124&622.4035
Rorlds
129M Tampa Oaks Blvd.
sufte 150
Tampe4 FL 33637
+1 813.4W.3310
www.fiokfttorme.com
r-
C)
0
_j
04
LU
I
z
0
5
z
uj Q
U)
-i
cf)
0
cr-
cn
W
U)
a.
LLI
v) N
0
r-
L
I I DRAWN BY: I FAE I
VERSION: 5.0
SHEErNAME
DUAILS -
FLOOR
SHEET #
s
smicWHOM
RMMSRrPjKvM
FORKIMINOFM
POAA04PERVM
FNEBW�WTRNK
offilownumm
AWWWOMIL
tMIKEORM4
TRANSTWO
ow.om
FMMFffiMkKXrfWM
WMADO FERNM
00"FMPLM
UVW.FCR
NFFM
ID(TERIOR
INTEW
a SW MW
F(Xiii�
"FRFL
MMOMORA
fwwffiw
W
FOR
MKOEMKIFOFFM
INTERIOR
snumsom
RMMSMUMMSM
FERELEV.
F91ELElf
FORWOUnBFM
RDOFIU(M
HWFENW4
TRUIrWFER
mWoEra
TMOFVAL
FMZSE MW
FNERFER
o0owsm
Tomwamz
SMIMER"
F91961
PERPM
MR=
6RvwKvfffHw
JWMTAL
�Iovkcwafn
UMJWORAM
WIRMINS
UNNASSOMM
PRIW
//'
NUMAS
orm
PNeomwam
$9191
FMMTMWMM
wwwsfw
WUP89C4
TWSWF9
I N41w&wr
gw�w&s
.. .....
woffm
PSPLM
FXWFM
030IMPM
owl0ew
orm
= ON
Pam
"mum
INTERIOR
E)(TERIOR
Ram
091011"M -41
WORM
SESOW.0
SESM.0
ILME.FM
EXTERIOR offsw.oulu
1 11 /- OWN006
FMVVMM
"NESWAM
FNMWM
wwwwam
SMUMMMwo
.
1MM%1WWFK
SESMMMUETALSFOR
A 6 CUPBSPOM RMGIWM
5CLIPUPPOR $mii As 7?q Nz
MaLewwK TONW)ERWI $1BUM PORM "9011
PAM Nom
ROMPPAPE WWAF F AKF TRASIMPERWAF
0=9148MRMTKIN
ow.295MOMW IN, vdwuororxmnu LocorworA
"WASTOERTAS (=MALLWEN SOWTOUM
.LOWNTAMTO&NOW
WOWUlf0jr.grAGWO
,ON TWA STAIR DUAI LS
N:7S. WSG-102
Maim
WEMT�WRMWOM
Im"WASTOUMPAMOR ANSOLNEW Al-'stmweve
"WWAKEPOF M23TASS om
Nwn" MCK KA
VUSTAFFRow
I
"LoWATL0070
MMIFM
onewomni
Ksormsr/am
2WR=MR@1f0tM
ROMaMOTUM
wmwuwwxm
rmvguuwmm
D�I)iMM I STORY WALL SECTION 7/1W2W1 -- 711 —) CAL 2 STORY WALL SECTION -;ONTYPICAL STAIR DETAILS
1"21) TWA 1 STORY WALL SEW — (Q M�
SM SCIME V=10 SOME w;Zm \__/mr -ro scALE —T.-
.e�L Fiek1stone
'Wj&
C.OA.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
C3 1BRAHEM ELAYEB, PE
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# SM25
02/13/2024
0 STATE OF
11/12/2021
Z;1-04
#0
.I
uwft-
3400 AubLwn Rd
Sulte 200
Aubum Hills, M1 48326
+1 248.M4035
Rorlds
12W6 Tampa Oaks Blvd.
Sufte ISO
TamM FL 33637
+1 813.466.3310
fl-
C)
0
cm
LLJ
z
Q
Z
w
w
-j
o
tL
< LL
!H
wo
U) -
U)
Cl)
0) CL
r, LLI
co N
01
F
DRAWN BY: I FAE
VERSION: 5.0]
MEET NAME
DETAILS -
FLOOR
MEET #
S4-3-1
LEGEND
a 8X8 FILLED CELL W/ (1) - #5 REBAR
BEAMS
F077-1 8X8 FILLED CELL W/ (1) - #7 REBAR
8.8 FILLED CELL Vill NO REBAR REGO
------- --
HEADER - WIDTH TO MATCH WALL
GIRDERS
PLUMBING WALLS (FOR REFERENCE)
45CMU - FILL CELLS Wif #5 REBAR -------------
BEARING/SHEAR WALLS (FOR REFERENCE)
ROOF BLOCKING
1 -12 FILLED CELL W/ #4 REBAR
(IN WALL)
12XI 2 FILLED CELL Wit #4 REBAR
(IN COLUMN)
BALLOON FRAMED
WALLS/HIGHER BEARING WALLS
CONCRETE TIE BEAMS
ELEVATION INDICATOR
DETAIL INDICATOR
PLUMBING PENETRATION FOR
FRAMING LAYOUT
LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE (ALL WOOD HOR'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
APPROX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECTIARCHITIECTURAL
ED
EOUAL
M:N
M:NIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
M SC
M SCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRYOPENING
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
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAILING
CL
CENTERUNE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
Fr
FOOT / FEET
REINF
REINFORCING/REINFORCEMENT
Ci
CONTROL JOINT
GALV
GALVANIZED
REDD
REQUIRED
CLR
CLEAR
GDR
0 RDER
IF
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GFID
GRADE
SID
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHTG
SHEATHING
CONG
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HDR
HEADER
SPF
SPRUCE PIR FIR #1/#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
I IN
INCH
NUNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
2020 FIL - C & C Pressures (ASD) BASED UPON 10 SOFT AREA
Roof Pressures
Wall Pre res
Gable Roof Pressures
Hip Ro2of Pr ssures
Zone I
I zone 2
Zone 3
zone I
I Zone E::�Z.n.
3�_
Zon�
Zone 5
1
21.2 1 -40.5
1 N/A I N/A
1 21.2 1 -52.6
1 21.2 1 -38.0
1 N/A I N/A
1 21.2 1 -52.6
2S.T _30 8
28.5 1 -38.0
Zone 2e I one e
42.5 -93.0 21.2 1 -64.5
Zone 2n Zone 3r
212 1 -64.5
Zone 2r
Alq 1 -1171
Components and Cladding Pressures (ASD) - 2020 Fl.
Positive Negaid
Width Height Effective Pressure Pressure
Descriptl Zone Uffl Im Area Ift2) (psft 1201
160700HGD
---
16
7
1 2
24.2
-26.9
3080 DOOR
4
3
8
24.0
26.9
-29.3
1H34SH
4
2.34
4.34
10.2
28.5
-30.8
255H
4
3
5.25
15.8
27.7
-30.1
2868 DOOR
4
2.67
6.67
17.8
27.4
-29.8
3050SH (2)
4
6
5
30.0
26.6
-29.0
2040FIXED
4
2
4
8.0
28.5
-30.8
A
4
3
5
15.0
27.8
-30.2
3050SH
ENDS I
5
1 15.0
27.8
-36.8
2040SH
4
2
8.0
28.5
-30�8
3068 ./3010 TR
4
3
8
24.0
26.9
-29.3
6068 SGD
4
6
6.67
40.0
26.1
-28.4
0
I Zone Le ZOT 3t
21.2 _'2.6 Nj� N/
Zone Zn zone 3r
N/A I N/A N/A I Nfl
Zone Zr
FASTENERS
ALLOWABLE LOADS
CONNECrOR
CITY
TYPE
(GRAVITY jUpL,Fr,Ib,1@16
II P 1.0
LATE RAL
lbs) @ 1.6
META16
a
0148%1-1/2�
145D
F1 340
F2, 77D
HETA16
9
aiw-.1-1/2-
1810
F 1: 340
Q: 770
(2) META16
a i-0V
10
0.148'.1-1/2"
1875
F1.680
F2 770
(2) META16
P 2- or I -Div
14
0.162'x3-1/2F
179S
F1 1285
F2 1080
(2) HETA16
10
0
1920
F1 680
F2 770
V 2- or 3-0y
12
0. 162'0-1/2'
2365
F1 . 1350
F2 .1430
HSTM16
a
D.148".1-1/2"
-
1110
F1 120
F2 90
4
W_
1/4"xl-3/4"CONC SCRE
U3UM18-2
3/8* . 4'TITEN HD
8250
2435
r
F-6
6
114'it 21/2"SDSSCRE
36
0.143"x3l/4"
1460
T'
M T112
10
0,148".1-1/2"
990
, �T7
,
MI
28
0.148".1-112"
1980
MT516
L4_
0.148"xl-112"
99D
VMSTC28
HU210-2
18
1/4". 2 SCREW-
3500
law
10
��3�
HTS16
32
D.148".1-1/2"
-
2.890
.T'i.
2 HTS16
16
0.148"xl-112'
- 1
1310
1
FfTS20
FIT..
24
0.148".1.1/2'
1310
LSTA12
10
0.148'.2-1,'2"
925
LSTA18
14
0.148-,cZ-1/2-
1235
LSTA30
22
OAQ-Q-1/2'
1640
MSTA24
1T
0,148"X21/2"
1,640
(2) MI
36
0, 148- X 2 1/2-
3,280
AASTA36
26
0, 148� X 2 1/2-
2,OSQ
(2)MSTA36
52
0. 148- X 2 112-
4.100
MSTA30
22
0.14111
2050
MSTC11
Ifi 1
0,14111114-
3,460
MSTC52
62
4735
MSTAN12A
9
;3X�4'
1.421
5
1L
MSTAPM36
3
�T114'
1,870
8
1/4� X 2 114-
(2) MSTAM36
26
16
0148"X 31
1/4" X 2 1/4"
3740
MSrCM4o
10
V4-.2-1/4" CONIC SCREW
2800
14
0. 148"x3-1/4"
MGT
22
0.148".3"
3965
F1 775
I 52S
1
-
S/8"ATR
HGT-3
16
0.148.3"
10.790
2
_
3/4- ATR
VGTR or L
1
5/8' ATR
2225
F1 650
F2 630
16
1/4"x3' SCS
VGTR/L
2
5/8" ATR
5545
SO
F1 650
F2 630
PF11185
32
1/4"x3"SDS
VGT
1
S/8"ATR
41940
F1, 1185
FZ� 59D
Z S.
16
1/4"it3"SIDS
[2) VGT
2
5/8' ATR
1718S-2pty 889(1�
3dV
� 1
F2 59D I
�2
1j4".3'SDS
DTT2Z
1
a
1/2- ATIR
1/4x3"SDS
1821-21AIn
214S-(212YA ri
HTT4
1
518- ATR
161.
is
0,148'.3-1/2'
HTTS
1
518- ATR
4670
26
0.148".3'
HTT5KT
1
5/8' ATR
S"S
L6--
SD#10x2-1/2�
ABU44Z
1
5/8- Ant
7570
1900
12
0. 162'.3-1/2"
ABU66Z
1
5/8- Ant
1820S
247S
12
0.162'x3-112-
HZSA
10
0,131"x2-V2'
565
F1 110
FZ: 110
W10A
18
0.148*4-1/2*
1340
F! 565
F2 285
HIOA-2
is
0,1411".1-1/2"
imo
Fl. 630
F2.260
HUC48
L4
1/4"12 L/44C IN SCREW
3500
1135
HUC414
24
1/4".2-3/4'CONC SCREW
SOBS
2015
12
0. 148"x3o
LUS26
4
0148"1,3"
865
1165
SPH4
12
0.148'xl-112'
Side: 640
Center - 1290
DTC 611
4
1/16",1-3/4'CONC SCREW
Fl: 85
F2 135
2
0.131"x2-1/2"
A35
12
0 131".1-1/2"
F1 650
1 670-
SOWC15600
1
SDWC15600
615
F1, 130
I , 225
SDWC154SO
1
SDWC15450
295
F2: ISO
HTU26
20
0.162*.3-1/2"
3200
1250
14
0.148NY
LGU3.63-SDS
16
1/4" X 2 1/2-
6,720
5,555
12
1/4- X 2 1/2 -
HCU8-SDS2.S
1
7/8� ATR
- -
7.870
20
1/4' X 2 V2- SDS
HDU11-5DS2.S
1
1"ATR
- -
11.175
30
114- X 2 V2- SDS
THD26
20
ob 162" x 3"
2940
324)
20
0.148'x I V2"
THD28-2
28
0.162'.3-
[-1�6-
Do 14 111 % 3"
PRECAST LINTEL GRAVITY LOAD TABLE 114.21
LOADS USTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS:
CAST-CRErE. LOTTS CONCRETE. QUAUTYPRECASTCO.
MAX IMUM LOAD (PLF)
APPROX.
LINTELLENGTH
MAX.CLEAR
OPENING
TYPEA
8'LNTEL
8'TYPEB
rTrPEC
12'TYPEB
IrTYPEC
14"TYPES**
1VTYPEC-
16'TYPEB
WTYPEC
20'TYPES
2VTYPEC
24'TYPES
24"TYPEC
28'TYPEB
ArTYPEC
3Z EB
3rTYPEC
Z IT
1: 6'
2231
3059
3719
328D
K63
6607
BD54
950�--
1D=
3059
4ws
5205
5U3
7547
8974
10001)
100DO
3'6"
Z 2'
2231
3069
3719
32810
5163
660L_
8054
9502
100M
-
-,M
*0
5205
6113
7547
W74
1111003
lowo
4- 0'
28,
1793
2561
2751
328D
3a2O
4M
5961
7034
8107
2561
46M
52M
6213
7547
1 8974
100110
100DO
4- 6"
32'
1343
1969
2110
2992
2931
3756
1 4576
54DO
6224_
1969
4375
5205
6113
7019
SS72
2m
100DO
4- V`
T4'
3117
1349
1438
1716
1999
2560
3132
3686
4249
1349
3M
4567
5365
4766
5917
7074
sm
5'r
4'0'
1006
1349
1438
1716
1999
2560
3132
3696
-'Z49
1349
3090
45W
5355
4766
5317
7074
ll�
I lor
47 6"
860
1105
1173
1600
1631
2090
2549
3009
3470
1105
252.2
4242
4360
3942
41189
S017
6612
616"
52"
710
1232
2177
1 3738
3480
3031
3707
4383
5061
1232
2177
1 273B
340D
5391
1 MW
W25
7590
7'6'
G 2"
570
991
1729
2108
2632
2205
2698
K91
3685
991
1729
2108
2632
311911
5661
4742
55M
Ir 4'
70'
488
6"
1160
1516
1626
2564
3486
2818
3302
099
1245
iSI6
isitz!
25"
3485
2964
3387
9'4'
sall
416
699
1160
N/A
1625
2564
3486
2818
3302
09
1245
N/A
1843
251511
3486
2964
3387
17 61
912"
354
535
890
N/A
1247
2D93
2777
2163
2536
535
1054
N/A
1533
2D93
2731
2259
2615
it, r
My a,
315
567
w
N/A
1366
1946
2423
3127
4006
567
945
N/A
1356
IM
2423
3127
4006
12'T
10 a"
292
525
873
N/A
1254
1684
2193
2805
3552
III
N/A
1254
1684
2193
2805
35
12, 5r
11! 2"
277
471
755
N/A
IG75
1428
1838
2316
2M
471
755
N/A
1075
2429
IM
2316
2883
13'r
12'0"
255
471
7055
N/A
1075
1428
1838
2316
2535
471
n
755
N/A
1CY75
1429
ISIS
2316
28M
14'V'
12'8'
239
424
Os
705
N/A
1OD2
1326
1697
2127
2278
424
7
N/A
1032
1329
1697
2127
263D
14'8!'
13 4"
N/A
N/A
N/A
N/A
NIA
NIA
N/A
N/A
N/A
NIA
783*
N/A
2,234'
1 1421'
1779-
1 2181
2662'
15'4'
14, 0"
N,A
NIA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
WA
710'
N/A
116D*
1331*
16W
2D3r
2459-
17'4"
16 0"
N/A
NIA
N/A
N/A
NiA
N/A
NIA
N/A
N/A
N/A
500
N/A
952.
itir
1379'
2671,
1997-
19- 4!'
190,
N/A
N/A
NIA
N/A
N/A
N/A
N/A
NIA
N/A
N/A
420*
N/A
7M'
960*
U77*
1415"
1676"
20'rf
it Ir'
N/A
WA
N/A
N/A
N/A
N/A
NiA
NIA
N/A
N/A
3110'
N/A
596
M.
2114'
1345'
2C T
2Z 8"
N/A
N 'A
'
N/A
I N/A
N/A
NiA
NIA
in
i 7 A
k1A
I N/A
1 450*
650*
'890
2OW
I 122D*
*PRESTRESSED -IrW/2' RECESS U-LINTELS
Type A= Unfilled no Rebar; Type B= Con�nuous Grout, Steel per Plan in Bond Bearn Only; Type C = Can-,nous Gmu:,Steel per plari in Bond
Sea. & Untel
Fi
# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING,.
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
E BENJAMIN NIESE, PE
P.E.# 86025
02/13/2024
DATE
No.
3 F
//101VA1- V,
40
21
2 b2
a
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.468.3310
www.fieldstoneae.com
N
C)
0
C\I
z
W
Q
0
Z
<
Z
w
Lu 9
C/)
w
-1 Ir
00
U)
0
-
0 -1
< LL
Lou
Cl)
r -,
0
LU
'T
a.
C',
W
c-) N
0
I
cr
F-
L
DRAWN
VERSION: 5.0
SHEIETNAME
REFERENCE
CHARTS
SHEEr #
S5. 1_
CATEGORY/ SUB -CATEGORY
MANUFACTURER
PRODUCT DESC.
LIMITATION OF USE
FIL BLDG CODE #
Exp Date
1. EXTERIOR DOORS
ASSEMBLIES
B. SECTIONAL
Clopay
Sectional Garage Door Up To 97' Wide
16'Wide Wind Code W5
FL # 15504-R7
12/31/2038
to 16'0" Wide 8'Tall.
Door; Up to 9'Wide
WindCode W5 Door
C. SLIDING
MI Windows and
Sliding Glass Door
Series 420 Aluminum
FL # 15332-R6
12131/2024
Doors
SGD Reinforced
D. SWINGING
Therma-Tru
Fiberglass door units
6'8 Impact Opaque
FL # 13459-R6
12/31/2026
Fiberglass single door
D. SWINGING
Therma-Tru
Full lite double door
6'8 Impact Opaque
FL # 20461.R8
12/31/2026
Fiberglass double door
D. SWINGING
Therma-Tru
Full lite double door
8'0 Impact Opaque
FL # 20461.14
12/3112026
Fiberglass single door
2. WINDOWS
F. SINGLE -HUNG (VINYL)
M/I
Single Hung Window
Front Elevation, Sides
FL # 17894.1
5102/2026
and rear non -impact
H. FIXED (VINYL)
M/I
Vinyl Fixed Glass
Front Elevation, Sides
FL #18644.1
413012026
and rear non -impact
F. SINGLE -HUNG (VINYL)
Silverline
Single Hung Window
Front Elevation, Sides
FL # 19715
7123/2031
and rear non -impact
SHUTTERS
Astroguard
Impact Protective System
FL # 15208
A. SIDING
JamesHardie
HardiePlank Lap Siding, Cemplank Lap
Exterior siding
FL # 13192-R8
3/31/2026
JamesHardie
HardiePanel Siding, Cempanel Siding
Exterior siding
FL # 13223-R8
12131/2026
B. SIDING
B. SOFFITS
Ply Gem
Mastic Vinyl and Aluminum Soffit
Soffit
FL # 32502.1
12/31/2026
B. SOFFITS
Ply Gem
Mastic Vinyl, Aluminum, and Plastic
Fascia
FL # 32869.1
12/31/2026
4. ROOFING PRODUCTS
G. ASPHALT SHINGLES
Certainteed
Landmark Archtiectural 30 yr
Roofing
1
FL # 5444-.19
08/08/2025
M. UNDERLAYMENTS
Rhino Roofing
Synthetic Roofing Underlayment
Underlayment
FL # 15216-R13
12/3112024
Underlayment
I
I
Tl�, ETCJ
T.� �� MD
51TE Op��o %L4LL M
To �Im I
IL
T� _T�_
� M5P0N61e1L1TT`
TO — �L � l�TS �
L� . LO'. —0115 . TO
.1. STATE W
L
4-j
Qj i5
0
uj -0
Effilow:
0
Q
Q
4_1
0
L.
r)
COVrR SHM
C-53
57q t 5-
A
c rcs,�) 11
p
r