Marsh View Court 1490 eco Pirod,uit Rags
Effective:March 3, 200
9ijis!tMu N arra •■•■1PROIDUCT LINE R. Rc ANRZE e.
M40/50—SH +30 -3 Standard single hung +30 -35 36x96 � � � �p GLAZM
M40HP/SOHP—SH +50 -60 53x63 g •s 6- :Y s s 4.1'4* s 9R
High performance single hung +50 55 $8 '" �8 �u e o
53x76'/4
+35 .35 � �4
53x96
I o s
g g zv 9 .
TW—SH +50. -30 . 53x78 •. ••• �. 1
Tilt sash single hung +35. -35 53x96
R
TB—SH „ ry aa" +e rn
+50 'SO 53x96 gsc as Ac w 6c •Tc S2939 Ac cc 6c 76 sc x Ac 99 4A: 7r is 39 ILC a tG •rc 2c as ac tx 6c
Tilt thermal break single hung TRIOOTARY YIOtM-EN IRCO TRIOUTARY YIOTM • trcxC3 TRIOOTAir VIOTN- D CNC3 TRltrtrrARr rtorM• IMICNE3 iRItNITARr YIOTM- llreflct U1
Z
MP—SH +70 -70 53X78 TI°`A"a a c aow Fin AA tiw.ors t,.t. s 3 d
Impact single hung " . • N
w
RW HP +35 35 •'"y `°M m
127x61
s
High perfomulnce horizoEltal slider ctawPADOT tT e 8 $ 2 �^ �
R R •. /6• AN hi �� ,• Z J
RW XHP +55 -55 74x51 NL
S60.9
Extra high performance•horizontal slider +45 -45 I 12x63 3 I s11-11 1 s s �
NW/4/5 SOD +3S -35 �A n8 ae A
Standard sliding glass do oi +30 30 4068 panels w113
2"Sill 3080 panels •
TRIBUTARY MROTH • -r1 +V02 9 3 4• ?
M213/4/5 HP SGD +45 -45 4080 panels' 1L DR NO R:O wuUjw R a 1 g
High performance sliding glass door
2-1/2"Sill �` n 36 Ale
TR 6 TART rtorli° cctlCa i76 2S xIit6oTNer rtolna lrlctKa 'S TRIOOTNtr YIOTHa INpfC3 'N 2
6 T9FcurARr Via?" nrnc`a 76
.. PRODUCT 3
M2/3/4/5)W SGD +SS =55 `
5080 els
Sill
.E IR high p��ce sliding glass door �n D i
AAA6 a c i
•'5'wide panels not available in M34ft5 T Pty T
j MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED -01A i�sT
VERTICALLY OR HORIZONTALLY. s
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
SO'H LOCATIONS AT HEAD. SILL OR JAMB ENDS. Oro" no.
TYPICAL MULLION ARRANr,F_uc_NTS FOR ANCHORS DESCRIPTION SEE SHEETS 3 do 4. M02-03
' ah4Kt d 4
Revised:04/04/02
CAULX}lWDOVu►IN1S -4 — ulutow •0 Y•fiWONO• a9 SCREW INfiALAT1011 N;NOR t WWII MUCK NICFIOR MNCRETC lir ftuat*Y -I.Nig 1Mwy INT ViOTH aY S 3116•DIA CONCRETC G►ENIN6 RY GIMegs COICR[TE OR HASONRT T -
CAULK tEHxID VINDDV FIN 1-1/D•Mil U11CDrICNT OP[tR11G!r OntYRi -7,
q AT iuT N Atu IDN w, IA1N6 LD•a RGRIRIG AtW
ANCHOR TY u4.1tAIL SCREW NICNOT
EXilRIt1R SPACG BY OTHERS CAULK 6CTW[ttt WOOD DICK Aptt AAttpp•�� u(1ACK YO sf[ew1 tr utt yyNs wuc
CALL .WI DOW UP T ►1121 tY TWIT o OTISERG SHCATtYNG t MAVWT 009kll r DY OIMM W/ OAAO REC•A Iva RY WOoo• t I ORWiitgltf'i./1LfY1RKJN AttO Wl` YAt[fi�.AtQ T Int•It PNtflNl.
OTtERt TUCK DY OTtEltt DY OTIR:Rf I/N MIN. ••t!•2•t1YPa•la - Na SMltt so SttcW w tALLATION.Normta/YfT I! ICteNi LL'NOIR TO AGICVE IIx[NbLarGO
SIZE I t%xK tr onus 1, i
mi HEAD LL Il EA JAMBS SIKwl 71T INSTALLATWR 6vehm A pIIY YAa TVG if vtsm DIUt RET(�C�R�rV AxQpO(AT f6t lyft K Ot Suff•Itl[Nt
Oto SCREV(IYRi INtTALLATI 1 AIE110R CAUIIt i6TWEEN NASOIftT trNGiN TO AttthK I t 01t[OrRNT DI'1.11/•WIO INfpyY tp COMCAtTE
f/e x 1/t /6 SERIN OPENING t LRDD DICK u NAIL AtIOVAtIt fPAEWG DCTvtEN RM iCREv AfClryti A►y tDItCAtlt fttty
2030 23 Tn x 35 1/t 2 Ito SCuv t•YP.T t1G LA, AIK/Ocf lout.•
t/GN AS RCO! IT OTHERS L q�u}�K CAUttt Or1VAt M fGt►rnwl ra teAt AAOK7a aleaot tr 0°os r Orleas
?038 23 to x 43 Us P 2 3 lT TION v/LOAD WmR 1lICK ANCIbR W 1f ExArI rot t�tru Iw.uaox!Hut use nttip fxAwlttY NMl tArx RxYI
?0050 14 23 1n x Sl to P 2 3 • WARV4 SHM A101NG GLASS• , tAxacA fl t■t uroarnwc tcstsu rttsfuwr Rrvtt
DOC row 3116•DIA COSR[TC h u►°EKE f12Ef TAE titls[tT tY Mf!ROIfR SITE{ltjtl►GIKATt01 1R rIWfN ppGtyl4
23>n x 39 1n . RtAt(toxLsctc sox ANp Kt IYY%N w tnox$111*$3 sxwxt
2060 233 7n xx Xy71 1/! 2 2 1/SPACE • ` . • I' Scstw Now IT DTMERS
�2070
. 23 T--7F?T 3 o/j2 2 4 v4•IMAX. a u W�ptVARifIW iA RtOtpJlc ri Af1N[ISM tsrtt3 CNARTI sY1Gtt cAATh10
to to 2 2 S1tD1 PACE A 0 IN-Mi MULLMIOI AtCrpRf 1 tT 1L IMY SILL ARE TfIftANT IN0 At 1tRutiA Butt UUR
jrj&PUT"
2430 27 so x 35 to 2 2 2 LnK NT tpgp�
2438 27 ►/4 x 43 In 2 2 3 P[RtNETCR EXT[RIDR - 1B tot Au tYN TOYrt tISTCRTAR)O�v{E�,yAR�t�ppuN DN i Ot MANT 1.NpuLVER WitAti.tl01
DTHERS MI[YI I o DY [ICIEBIIIi ul am�IOWG°tAtt ROfM if AMtY 1p WITN.IAAL R►Ali ttallGWAtIWf
2444 27 L■x SI In 2 2 3 CAULK DY VOOD tVnc A t'fTt►t t
2450 27 to x 69 v+ 2 2 3 • PARK 4► s >aCvu TNIf tRiftl ALM AtPLYt TG tWbt x
2400 27 tro x 71 I/t 2 a 4 SIN rRANC ►IN rRAHC JAN! IT 0111ERS iEI1PERED IX/ISS
—_ 2470 27 ;Ax 63 to 8 2 1 HEADER jYTOTIICIRi 711 N tXi.r1MISN tTTIf r'
27 / x 93 R
1n x In i z SECTION 2 PEii 1ftw11C:tK it Ottt[RS ;'• INS ALLATION ANCHOR CHART
2830 31 to x 35 yf PERIMETER CAULK V4'MIN
2838 31 tv x 43 In 2 2 3 PtRI1ETER CAULK IT IIndRS 1mEDecN1 1110 SCREWS IN 3/16DIA. CONCRETE 110 SCREVS 0 EA
2804 31 Iii x 51 /n 2 2 3 CXTCRIDR vINODV 6t OTHERS CALL OVERAL!
FRAME HEAD SCREW IN FRAME SILL JAMB L HOOK STRiP
2850 31 to X 59 to 2 2 3 HEIGHT - SIZE' SIZE Tk It t•sF 61 Psr Lip To 4t►sr t1 To 46 Pw 61 PSr•
28eO 31 to x 71 Mn 2 2 4 V0700tf [xT.FINISH • to to TO 1 To ) P
2880 32870 1 t/ax 83 x 95 to 2 2 4 VIOTN SLIDING GLASS DY OT1ERf SN)e=Ox.xx 6D•11/16 x to 3 3 6 TO 10
"`J 3"" to x W■ LCGR FRAME 1/4. xo�Olt,xx 72-11/16 x N 4 4 4 4 3 3 L' 6
tG AD +f--SL 0.4•:OFH SHIN SPACE •Mu IoM.OX.1pC 9-11/t6 x 00 3 S 6 S S S 3 L 6
3030 35 to x 35 to 2 2 2 >LS o _-�-
3038 3S t/4 x 43 to 2 2 [xIF81U6 all 6
SECTION 2 I2o60 am IIS,* a to s 9 If 7 ) 9 3 t 6
J044 3S'to x 51 to 2 2 3 fw FRANC
3050 35 to X 59 VS 2 2 3 fltL 0 HEIGFIi ItOt6 oOVA
X%0,xxxx IN-IVI6 i'oD ) 9 t0 7 )
3060 35 to%71 t/f 2 2 1 24.OG /Imm 0914061 ' �9e�t i t60o a Ii 13 ri !i K 3 6am 2 .5 6
3070 3S to x 53 on 2 2 4 lux t1YPa
To x 1/t C�`MLOK YY� 0 ° 3090 %% s 3
3430 39 I x J5 s 3 V `'7� [tN1A1LY GLASS 4TYPI 1•U6•Illi 4 / t
n V 3 OTtERi � r CLASSRCD 6010%0,OX•xx i!-It/lt•96 4 1 4 4 4 6 t r
[NIEM[tI NS7ALLAT10N ANCHOR 6080 IOt 9-"116 x 9t S S 6 S t L
J438 39 10 X 43 to 3 3 3 170 SCREV
3444 WKY�Nf
3150 39 n x 49 to 3 3 3 0 ° t1rr.> i CANLK K1L+[tN IZOfO OXD 143-3/6 x 9G 8 Io 11 ) 9 !to 12 16 6
in
3480 39 an x 71 to 3 3 t� ! CA rRN[L I'
7170 39 to x 83 to 3 3 / H QDK STRIP Il ODO toxo,xxXx 144-11/16: ) to II T-67] p —r 6
2 e DICK v� It000 G7cxq xxxX 191-I1/f6 K 9t tl 14 tT 9 It 9 6 6 6
4 lox to 3 ° TWO OY VOOD lOo80 X to-tu 4 u 6
38 43,n x 3S ro 3 3 ° t•tux fRA11C 6r Ot11CRf
383!1 43 to x 43 /0 3 3 9 r txrataR D 'TMA {
3844 43 Tn x 31 1n 3 3 3 ruosH tv0 h rRAM01a
3850 43 In x S9 1n 3 3 3 6T OnERs 1•DIE +� 6r OnEaf 1 ""�i I ma r
3860 43 Tn x 71 /n 3 3 4 CNtEOfEHT 1 i Sllt fLI1XN0 CLASS
3970 43 %M%83 to 3 3 4 DOOR 1xxD STRiP /�
17 ,n x 28 to SECTION 1 t•Mut trim .�a--- •' ••
4030 47 to x 37 on 3 3 2 SHCATWNG t t
4050 1038 47 10 x W to 3 3 .3 f))wlDow fRNE WT[MW ALtRfaRW AtLDT 6tI0i DY OTtERf
/7 7n x 51 Mn 3 3 3 2)t$WSTALIATION ANCHORS{KIST 9E OF s�ffICI m UN.TO EMu6Nan
17 to x S9 to 3 3 3 ACH09 L t EM9EOWW Or 1•INTO MUM Moan.
40QN
70 47 to x 71 in 3 3 4 SPACE to SCREW 0931ORS 6•FROM emits k w OC VIEWED FROM EXTERIOR '•j/4•HIM. t= EXT.FIMi EXTERtRR ELEVATION EXTfRl1g2 ELE1/AT.
47'In It 83 in 3 3 4 OXO DOOR SHOWN
3)CAULK MIND wla w nm AT trw IT jum rml DUD-sa OXXO, XXXX DOOR IIDWiJ
0 PERIMETER CAULK
i to% In AWIESNE CAIAK Olt APPROVED[OL APPC1CATtON Or DUO-fK .
4430 St to x 37 to 3 3 2 AONESNE CAUtK LUST COUPLY Y71H SEAWR W%ACiURER9 TEIVERED GLAit DY 07HCRI
1436 11 to x 43 rn 3 R[COLENOA1Krtf DO HOT cALRx tIC1ON0 Pw Ar YYIDOw SILL. Set SILL IN RED (TTr� STRIP I<INC4 -.:LTD.,-,
` `
4111 51 to x st'+n 3 3 3 1)[aElLATEX
qx�j o i obit OTt�EAi roR PERfJE1ER YAL MOtt10 -"' K I N C 0 L`I'D R"K CIVA=�FLORIDA CdYR[it OR CAtAK i H[>01: 1)�TAi1 JACKSONVILI FLORIDA
4450 31 ,n x 51 to 3 /.. .• s"s"xm oamA yffs. OR AIDING GLASS
3 4 S) ANCHOR Dtt'W LIS EO IMM r�LAARGER CiMRT,113E i Jam'•r �IIi S r �JNFTALLATIGN
am CLOW-ale DOOR FRAME tiVt%''t'• .. � r►RO �
4460 SI to x 71 In 3 15 IN r.
1470 51 to%83 vt 3 3 4 6)am TYPE AND THICKNESS IIAY WIRY PER iNE REOIRREUFNTS Jy� �r,,T;;f'c mtt. CONCRETE OR �V�u<TYPt � t .Y:4-yrr s�.:' [NiNGLOXO/xx /S OxO�'/ oxXO,i xxXlt 11iSTu ATlnh DEiAG {`
,• �r �t '` INSTALLATIDN DETAIL WDDD FRM1E nPEN)NG c ' ' wo
4400 5i tnx OS to 3 3 S a AS1M tt]00!ARSB cIHARTx BRIDLE OIAIttD a!lawn. C: . - FTN SINGLE H111K'i WMAOW H40/50 t N40/50HN HAWAY OPENING ac,,ri7;; t • 11AILEL uART1FEz "_.gB l ',12/4/OI
RISULMI CLAS 3 HI ALM=E Z,`
7)FACTORY ft"= IS W AT,II 00 N07 REO NLy ,i�� j ' °HANUEL HARTI 2 BB_° 1 6/01 xr onlERf sfrrlON 1 �'EXTERiOR ELEVATif1N NTS. �1(IAXUo7
1z/ '•» I ;•� • •�• 1 IliCY11K' CIVIL ttat fltf t
3 TM F41ION sCREws N TRIS W o A6i
FDI As 6110Y11 ON TFK SIHEk7 An axY aEo'a CiVIL N.T S
17182 AT21y'--" 'th"Fa7ot1 .��..m.a........�...�..r,,-. -- :4LG OX,_X0. XX DDDR SHOWN r�tw a 47182 .u ue nau --'
t TIC t
2 BY VMD W. 110 x 1.1/4' 60 ENBEDMENI OR
3/16'PTH 1AKM VIA
I U2
MR EN K111 (lYP) i(MIS sNN!K KIM KY At WIN 11NIU 0 A GYJ7?I'a
0 PER IN JANE suxr�r>+� rYm111 rJY�Dvraa No
1M'GAP NATE ! su tEss u�Il�s�r t�arcs utr��Imm I
101 lallUllif AN IREIE Of IXI AIS if ASA I�IESINI 10
Att(TPi Y�iEP YFUWIX
7—F
Eli WR Dill�f�f Owl
iEIE wt IFLr8111
O iso i IS10111m
1761 ns
O lZ5' Negative I
1
'
to MATERIALS LIST
O IiEll111 ; DESCQIPiiai. pal111�ER • CONlINR
fOi�RESSION VEATIfRS1RIPmxn 90(mm
EV•10
• ,••• j• FIXED iHRESrIa➢ ,
I.. . 4
e1 u�16.
INTERIOR79
»F DIM IN .P1 M VM
79 5/16' ••
KAX • ' ' : EXTERI[IR r, c��+.007 40 livi�Dal�wig
. : ' , • . . � Faw•� it it'
•; y
Vi OU EV-88UIF
• .•' '• I EY-9l111/16'1 •X 'N
IL Ill K-M
D HUGE STU EV=86 / 'f 'N1
L 10 K ymp
«�..• rz F 1 EV49 T
•.••.•. IVAN EV-15 al THICK WE
® ,••�'�•'�� 1 V i'x i 1 'Nr T BE O
® T' IQ SCREYS PER IIE
FXV SC�VS PER 161E
B�gWrH r rra r
1.25'• X001 sxala�w omm,80 ~
esatlornu
tfe�� 1 FAVS SCREVS PER IDNOE
9 FHVS AT W SiM FUN
N qtl 1�1;SE1 II(SEi➢R�W9 20D m
Ono
' DAOE CalNiY .�
2 8Y VmD BUCK lto�lll�t �: 1 OaDF cauliY I 'laT�iS
.....-----•----.----__ .—_.._.. ....__ ____ ._•_ ,i•' � (t' gllHl�,lltiDn.� a P 4
( ON ��
110 X 11/4' NINDg111[RiDHENi( I 1
3/l6r PfH 1 r all
APS VI1H PREM�IR.ENTRY SYSTFU
:T: :+^ I U2'E EMBEDl�Ni (TYP) 31-1015-EW
e)PER MID JAMB
r mIt �.. .0 T H E R DOOR CSNEEt Of 6_ lumullu
•
r a+s
VING
.,� p•
as r w.s lass
i at%
_ w a •Max �_ INTERIOR
Ism 'm�lt'� I
�•as i mi•m►x
p'"� M 1/li• . am J7 Vi•
.O
Q 1 >< 1• at V1• SII•
�!7/t• ,
O'w _ 0 w
• ••,lut O Ir mot VI• �--® 7 9 lA
a•amt .. 9 Salm•maltA
�• r�•' Y w rum
• p• I I_��1-..rlprl I � OC s 1/r rut :.• ••• �; •t.4 ;•:.,�•L •'�i.;�t�
`•r wm 14
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r w 1 or
m.= rut alt .
2.
LI X am
r w •apr W mq t• L i /
�• 1
/M•rat ''r"t 13•rwr _ ttC OJ21mG C6rA .
. r a" r 004
r ma 7,�,�, •I" r mor .
r att •�'�
n• r m,rr 11, r o w nc• EXTERIOR
w ; 1 Vs•
mot 1•M.t rut i
I I wx .A
. 1 47• r
w
p•r.. = SEC--ION A—A
11•]C1r t 1 INSWING OTHER CONFIGURATIONS
Is-aNi
"" "" ' c>t..aztNG DETAIL
O •'.' r w '
tT w .Not y��{/y1 W 7/t• N Lr
mtx C�AAOE�UI�CJI{0.K � '� � I '� ��
tr rms , CXmlal „
u• , f AN
1,•4�L-Ir,•4•VAX fb1C [C .�� d
Iil
t. 7•w►s IWII 'LO s�1il0Y1TMi1rE
r w r w r w •mtt 3cr lYry•Y - ..•a;::c:..,. INTERIIYt i- mstiurmm:
t•w►t r w►X M. �•'Q" c r w••s•;ee.:'w>•._ ( .vri�/1tCC.IP�?irQwtMD1E
• '� I>r 31-1�2Q :.I 120 ,► •
Old q
n V n E• t GLASS BITE
_J�: aaona000zcavvllv,a MIM SHEEF;3lpF er
wlcEw cc-os r ..r 1 1-1020-EV-I
�. I q..a` yr mrms DAM
aEtr z a c
,' '' ►+a r rrsolav c
I
1/2"0 THREADED STEEL RODS
DESIGN CRITERIA SPACED PER SHEET # S-3. 1/2"0 THREADED STEEL RODS I o
1) LIVE LOADS: ADDITIONAL EXP. BOLTS MAY I BOLTS MAY
BE NEEDED PER SHEAR WALL STUD WALL ADDITICNAL EXP. .
ROOF...............................20#/sq. ft., FLOOR...........40#/Sq. ft. TABLE ON SHEET # S-2. #4 RODS CONT. I I Q
BE NEEDED PER SHEAR WALL
W
i 2) WIND LOADS: 4" CONC. SLAB W/6x6x1O/10 W.W.F. Oft f leeRMFSN TABLE ON SHEET # S-2. I
THREE SECOND GUST WIND VELOCITY PER FBC-2001........................120 MPH EXPANSION JOINT 5
1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING ^ _ _
W
W
CCPi = (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES STUD WALL RECESS SLAB 3/4"x 10" WIDE
AT GARAGE DOOR
-III- 6 MIL. V.B. OVER CLEAN, I I h
3) COMPONENTS & CLADDING DESIGN PRESSURES •*• GATOR NUT II�-
ROOF ANYWHERE)= -50.1 Psf, +23.7 PSf WELL COMPACTED TREATED FILL 6x6x10/10 W.W.F. 6x6x10/10 W.W.F. 02 f1BERMESH
- OR FIBErjt(ng�}
WALLS: ZONE "5" IS WITHIN 5 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" � #4 RODS VERT. ON 48" O.C. & AT CORNERS. _ •� %w I . �,.
STEEL WASHER - FOOTINGS ® BOTTOM ANDVERT. RODS SHALL BE 02EDINT0ISLAB - I- �-
f PR PSF I . �_-III f_ z .I
NTO
ZONE EFFECTIVE WIND AREA (sq. ft.) PRESSURE (PSF) ZONE EFFECTIVE WIND AREA (sq. t.) ESSURE (PSF)
_ _ T- II III + z . �� �I m
4 10,0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER TOP PLATE ® TOP. FOR HORIZ. REINFORCEMENT, USE I " '�. -I I
^' i III- •a (2)-#5 CONT. HOOKED �-
" „ ` I i=III I I J-t� 9 ga. HORIZ. JOINT REINFORCEMENT �: & TIED AT CORNERS I (2)-#5 CONT. HOOKED
i 4 20.0 34.4 -36.6 5 20.0 34.4 -42.4 SCH. A ON SHEET # S-2 OF WALLS III= 1=II1- ON 16" O.C. (MAX.)
4 50.0 32.1 -35.5 5 50.0 32.1 -38.9 I I-III• MIN. 18" MI TIED AT CORNERS
12" MIN. 18" w
4 100.0 30.9 -33.7 5 100.0 30.9 -36.6 ** = 48" (MAX.) OR •�, '• I!' I I ~
*+* PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES r. I I,-� o
CONSULT ENGINEER ,: I 20"--I I TURN DOWN SLAB DETAIL
1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING I TURN DOWN SLAB DETAIL ® GARAGE
GENERAL STRUCTURAL NOTES: ROD PER SHEET # S-3. REINFORCED W/(2)-#5 RODS CONT. z
I 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL I EXCEPT ® GARAGE
REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF TYPICAL FOUNDATION DETAIL
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6„ _
I _ _ _
i WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 7 16" OSB NAIL w CORNER DETAIL
W
TO COMMENCING WORK. / / I Q V) O Q
8d COMMOM NAILS TO 1
3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL
(N.T.S.)
I sx6xt0/10 W.W.F. o{t f1(3E(tMESff C7 W Qi U
PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. a N O �
ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS.
w O
• 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR -Ij
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM I J m Z H
SPH, "SIMPSON", STRAP =I- �' , + m W �
5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6" SPF #2 0 16" O.C. TOP PLATES -1I (2)-#5 RODS CONT. m >- � C) Z
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"0 THREADED STEEL THREADED STEEL RODS SYSTEM °° °' Z
ROD PER SHEET # S-3. 20� U Z Y p W
EXCEPT WHERE AD DETAIL IS SHOWN. INSTALLATION INSTRUCTIONS
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL LLd Cif a-n � W °- ~ Q
FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK EITHER THE
Q
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR LSTA36, "SIMPSON {3) CONTINUOUS STUDS
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY STRAPS
SEE TYPICAL FOUNDATION
DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING
ARE USED. POST STRAPPING ® TOP
ERECTION. EPDXY GROUT STRAPPING TOP LO
i. 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N•T•S•) 1/2"0 THREADED SOLE PLATE SHALL BE C�2
CONSTRUCTION NOTES: SHEET. STEEL ROD ANCHORED TO SLAB W/ 1/2"0 s di
CONCRETE ` co
1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED SPH, "SIMPSON", STRAP_ 2x4 STUDS THREADED ROD BOLTS SPACED
PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S PER SHEET S-3. ADDITIONAL
6"x 6" OR 4"x 4" POST ® 16" O.C. #
COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING RECOMMENDATIONS. EXP. BOLTS MAY BE NEEDED
/ ABU, "SIMPSON", 6x6x1O/10 W.W.F. PER SHEAR WALL TABLE ON t-4 1
CONCRETE. �� 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR 04 fIBEWr1ESµ SHEET # S-2.
2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL ��--� REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. CD
OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR
DRILL 6" INTO CONCRETE
d ~Ny
PTH OF AT LEAST ONE FOOT 1 ft. BELOW THE ^ = W w
MAXIMUN DRY DENSITY (ASTM D1557) FOR A DE ( ) � •'� : . W
BOTTOM of THE FOOTING. BOLT RUN DETAIL TYP J I POST STRAPPING ® BOTTOM ANCHORAGE TO SLAB ® BOTTOM -
3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, (N,T.S.) _ I (2)-#5 RODS CONT.
COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) W,T.S,>
WHICH WILL REQUIRED PROPER C �---- 20" ---I
LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL ' "' a
4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301,
ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. TOP & BOTTOM TOP & BOTTOM
STEEL IN FOOTINGS SHALL BE (N.Ts&) MISC. FOUNDATION DETAILS G ~i Oa O
5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCINGt�
LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS Z
OTHERWISE NOTED. w w
6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5A, "SIMPSON" H2.5A, "SIMPSON" H2.5A, "SIMPSON"
SLAB ON GRADE.....................................................CENTERED CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR " " ROOF TRUSS CLIP (TYP) OR I� O O
ROOF TRUSS SEE SCHEDULE "A" HEADERS PER SH T. # S-2 H2.5A, "SIMPSON"
7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE A
ON SHEET # S-2. ON SHEET # S-2. ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCCLIP HEDULE "A"N w ^ Q
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. (TMP) �Ny W
SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT ON SHEET # S-2. W
8) CONTRACTOR7 {�
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES I V rr MM
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL ^ F�1 W
I O
9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �y
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED W
OTHERWISE ON THE STRUCTURAL DRAWINGS.
LSTA36, "SIMPSON", Fr--y� Q
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2"0 THREADED STEEL 1/2"0 THREADED STEEL STRAPS F+i
FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECACATIONS FOR STRUCTURAL CONCRETE CS20, -SIMPSON", ROD PER SHEET # S-3 ROD PER SHEET # S-3 I Tog x 2a" LONG
TWISTED STRAPPING Z CO F-•1
FOR BUILDING" ACI 301. STRAPS.
SEE SHEET # S-2 F+-i
MASONARY FOR # OF STUDS.
TM C90-75 HOLLOW LOAD-BEARING CONCRETE 0
1) CONCRETE MASONARY UNITS SHALL BE AS SEE SHEET # S-2 1/2"0 THREADED STEEL r, Z 0
MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. ROD PER SHEET # S-3 W N
OF 2000 PSI f ' m = 1500 PSI ). "SIMPSON",
LTT19,
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. I r7HTr22, "SIMPSON", I"�1
HOLDDOWN 4 O
i�
HOLDDOWN �.,L4
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH
6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. t CONCRETE SLAB
MSTCM�O��Slfn�scN;
Ho6J�90 tJAC4
11
WOOD FRAMING:
1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
t 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E EXTERIOR WALL OPENINGS F DOOR JAMB e
SAWN LUMBER LAM. VENEER LUMBER STRAPPING ® TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT ANCHORAGE ® TOP & BOTTOM DETAIL
Fb = 1,120 PSI Fb = 2,500 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING ® TOP & BOTTOM
Fv = 90 PSI Fv = 285 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T.S.) (N.T.S.) JAMB STRAPPING .STOP & BOTTOM
Fc1 = 565 PSI E = 1,900,000 PSI (N.T.S.)
Fc = 1,455 PSI LL
E = 1,600,000 PSI --
3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER,
SPAN RATED AS SHOWN ON THE DRAWINGS. w
V
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE O
OR SOIL SHALL BE PRESSURE-TREATED. SCHEDULE "C" *** �J'
TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR �
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH RECOMMENDED STUD SIZES AND SPACING
APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM BLOCKING REO'o. ROOF TRUSS NOT SEE SCHEDULE A ON SHT. # S-2
2X4 BLOCKING ® SHEATHING JOINT 2x4 OUTRIGGER BETWEEN OUTRIGGERS
SHOWN FOR CLARITY I-
A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING
4" FROM GABLE END ® 48" O.C. �--HURRICANE CLIP H-2.5 CONT. 2x4 SCAB FROM TOP TO
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A I.S.C. SPECIFICATIONS. 8'-0' THRU 9'-10" 2x4 16" 2/16" STRUCTURAL ROOF SHEATHING U-HANGER OR EOUAL 0 48" O.C. BOTTOM CHORD TO SERVE AS NAILER
FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR x-BRACING ® a' D.C. �� a
PROVIDE CLIP FOR 400 Lbs. � .� ) � �
10'-0" THRU 14'-0" 2x6 16" OF LATERALSHEAR
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 1 SHINGLE STRIP BOTTOM CHORD D.C.COMMON '
14'-1" THRU 18'-6" 2x8 16" I I TRUSSES ® 24" O. �4
8 GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 I I I FASCIA BOTTOM CHORD OF GABLE SPH, "SIMPSON STRAPS
I I 1 � 12d NAILS ® 8" O.C. �+. END TRUSS "' �' ® 32" O.C. �
2x4 X-BRACING
INSTEAD OF SYP #2. 19'-0" THRU 22'-0" 2x8 12" ® 8'-0" O.C. TOP CHORD OF GABLE END (3) 12d NAILS A Q
2x10 12" I i I I TRUSS DROP 3-1/2" DOUBLE TOP PLATE
4 A CONT. TOP TO 1 j 1 2'-0" 1
THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x SCAB (�
BOTTOM CHORD 0 8 ft. I 1 I OPENING e'
UNINTERRUPYED SPAN LENGHT OF THE STUD. I I
FROM GABLE l
IF HORIZ. CONTINUOUS BRACE CAPABLE OF I
SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS i CONT. 2x4 SCAB FROM TOP TO 2x4 BLOCKING 0 48" O.C. BETWEEN LSTA36, *SIMPSON", W
DOES EXIST. THEN THE SCHEDULE SHOWN ABOVE I I I BOTTOM CHORD ® X-BRACING '�
CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. 2x4 SCAB IF VERT I (PRowDE ADDITIONAL 2x4's AT GABLE END TRUSS AND FIRST SPACE ® 32" O.C. A
WEB IS NOT PRESENT I COMMON TRUSS (MAX.)VERTICAL IF HIGHER THAN 48" (
TOP OR SOLE PLATE TO STUR, END NAIL 16d COMMON 2 I I TO FORM AN "L" SHAPE) �" V
1 CONT. 2x4x8'#2 SYP. LATERAL Z
STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 AT 12d NAILS (TYP) I BRACE 48" O.C. T
DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. AT X-BRACING 1 I I /� BOTTOM CHORD S N
/ GABLE END TRUSS (3) 12d NAILS � 61 W W
DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I I t // J
TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON „ „ (2)-2x4 TOP PLATE SHOE PLATE ~O
ISOMETRIC VIEW
SCHEDULE D CONT. 2x4x8' #2 SYP SHOWING LATERAL BRACE TO
CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE LATERAL BRACE 0 48" O.C. 2x4 STUDS 0 16" O.C. 0
FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS GABLE END TRUSS z Z
7/16" OSB ON 1st. 2x4 BLOCKING 0 48" O.C.
(EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) NAILED ON 4-/12- BETWEEN GABLE & FIRST TRUSS -PLATFORM FRAMING- SUPPORT BEAM OR
ET
PLYWOOD-&_P_ARTICLEB_OA_RD_SHEA_THI - _
ROOF - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CLIP ¢ 48" O.C.. CLIP MUST GIRDER PER SHEET # S-2
8" O.C. INTERMEDIATE PROVIDE A MIN. 400 Lbs OF SHEAR.
(Y] �
UP TO 3'-O" S-1" THRU 6'-O" 6'-1" THRU 10'-0"
WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * LINTEL * (3)-2x8's (3)-2x1O's (3)-2x12's PLATFORM FRAMING ,
12" O.C. INTERMEDIATE
JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END DETAIL p
FLOOR - 3/4' T&G PLYWOOD 8d COMMON 6" O.C. EDGES & (N•T,SJ
12" O.C. INTERMEDIATE * = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF J NUMBER
THE THREE (3) PLATES MENTIONED ABOVE. NOS: STUD;; 01'STUD STRAPPING
UNBRACED LENGTH OF X-BRACING MAY a ,(N.T.S.)
NOT EXCEED 10 ft.,
IF LENGTH DOES
* = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. * k = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES.
EXCEED to ft., ADDITIONAL SCAB IS REO-0. +
r
SHEET NUMBER
�1122/oH S-4 of S-4
.a
i , • ,,�'.its 1:.
r
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TABLE F
OR SHEAR WALLS FRAMING
(SECOND FLOOR)
I
I t THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE
NOTED IN THE TABLE:
`___ -, A WOOD SHEATING TO STUDS NAILING SHALL.BE 8d COMMON NAILS.
I 1 B GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" de 5/8" THICK BOARD
RESPECTIVELY OR 1-1/4" TYPE S OR W. #6 SCREWS FOR EITHER BOARD THICKNESS.
1• I
REQ'D. OR
1
NGLE
HEA
DESIGNATION SHEATHING DO BILE SHEATHING S NAILI SPACING TO DS
7/16" OSB SINGLE 6" / 12"
(BLOCKED) .
1 0 7/16" OS8 SINGLE 2 / 12-
L----------------- -----------•-----------•----------------- ---•--
---------------------------------------------------------------------------- (BLOCKED)
Roorr' L,S600& out
- ADDITIONAL NOTES: 6141L p0aEL C%f S ONTO DOODLE, Sfo)'
�® 0
4
11 ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR. WHERE WALLS ARE A CONTINUATION = z
OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL "F" ON SHEET #!S-i{ 0) o
4
2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MOZEL. NO. CSZo. "Simpsomt. INK=
ON 32" O.C. ® BOTTOM A N 9 ftSo o 1i p p L► E 9 ® TOP PER DETAIL "D" ON NE KT � o
SHED✓r WHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE NM A CONTINUATION
\OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL "K" ON
.' 3> V 4E-A- 14�l�"?"�'S 1 0 25a vrAefL �
PR fEp D Q
'�DOF ,T01515 C00 Z-!"4-c-- c o
T RD 1 c r+res
HaD zowti 10 GRoU1� L o
=1:. ':.K a LL a
CONCR61C SLl}Q WltyGT, '•slMPsoN: Hol3�•Docan�s. •°'J
• JOB NO. 04-81-0034 ■
Pine Key
r..,•��,,:.
SHEET TITLE SHEET
b,,b �N11111i
%
' I>'> LJG ENGINEERING, INC.
••. LOUIS J. GABRIEL, P.E. # 39476 5�
419 SOPHIA TERRACE
ST. AUGUSTINE FLORIDA 32095
��� 2 '0
Bearing Studs Requirements For Beams/Girders: r
1- LVL Beams Or Glu. Lam. Beams , See Framing Plan On Sheet S-2.
12
' -Solid Sawn Lumber, Use(2) Kings For Flush Beams
o s
Or(2)Jack Plus (1) King For Drop Beams 3
TABLE FOR SHEAR WALLS FRAMING
lo�6 Ili'o"
:M • (GROUND FLOOR) Z5 ZS
314-U,6 pL jwOJ CLu•R�No:�..P sol�d JA, Ic drop p6n. .2 T'i
cuar rr•utee w�1(a 'o t THE SHEAR WALLS TABLE WAS ESTABLISHETS ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE ro
_Elm m
- NOTED IN THE TABLE: c N o
Y-----:-; A WOOD SHEATING TO STUDS NAILING SHALL BE Sd COMMON NAILS.
' 1 E �
r--Z�llt P.T SYP Z C�>�+ PI- �r+i� �r I6 °{' ti ry B) GYP. BOARD TO STUDS NAILING SHALL BE 5d-dr-6d COLLER NAILS FOR 1/2' do 5/8" THICK BOARD •2 U g
USE (2) ROWS RESPECTIVELY. a a
OF 10d COMMON C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"4) •(HRE'OfE9 STCt:L Kol) �P 1c E GO0
• �'.'.... NAIL'S 0 12" O.C. C,; Y r ,._, .,,x Ip ��r�G C(�OnY .T(<oJii h (501T� PF-V- 'S�NE�UIE CLOL,) .
REVD. SINGLE-OR • ' SHEATHING TO STUDS FLOOR TO FLOOR
C 52o;Slurp so N`r f.°y DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR. SPACING
_ .._ F^'!^�!L OF-{2). 2"-.x_6."_THRU-_(2)�" x_12" SOLID SAWN LUMBER
FI.To FI. stri
O 7 16_ OSB SINGLE 6' 12" 60' O.C. O O
01 VL. N�t tL ' ';(eLQCicED) / C6 A
1110 3x12?a Bow 8.TO A•S• SHOWN_ vu_T,H .C4$)1.6 n0 _7/16" OSB SINGLE 4" / 12" 60' O.C. u�
USE 3 ROWS (BLOCKED) -
?i A4 SP�t u�r.�Q�.r IVA1l.S SHALL, PENC7RA'_T6., 2xl?•5, C'i ( )
w OF 1210 COMMON
61.06K1w&, tt-.11 W&(� NAILS 0 12" O.C. L
w STAGGER NAILS 7/16" OSB SINGLE 3, / 12" 36" O.C. **
ON BOTH SIDES. (BLOCKED)
1 ry
0. 7/16" OSB SINGLE 2- / 12- 24' O.C. ** ,
S-Z (BLOCKED)
TYPICAL OF 3 2 x 10 THRU 3 2 x 12 SOLID SAWN LUMBER y,
'`fPrc , SECTION IHRouc�- gA1.C4NY { ( � " " ..
= NAIL PANEL EDGES ONTO DOUBLE STUDS.
*$=ADSL epoxy aw-rem BOLTS TO 1'4ROM-goob ACHIEVE REQUIRED BOLT SPACING.
N N N ADDITIONAL NOTES: =
1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE moo
r..
USE (2) ROWS W USE 2d ROWS 1/2'0 A307 MCH1ge BOLTED PER DETAIL 'B' ON SHEET
OF 12d COMMON NAILS 1210 COMMON BOLTS w/'NUT' -
STAG ® 12"NAI O.C. 2.0 STEEL WA-AER 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL M
NAILS ® 12" O.C. STAGGER NAILS BE BOLTED PER DETAIL "E" ON SHEET #. ,./�
- w ON BOTH SIDES.
® 12" O.C. �J '1'
3) ROOF,TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
N SCHEDULE 'A' ON SHEET #S-2.• STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES
4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR do INTERIOR WALLS a
(2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE: OF #2 SPF GRADE OF LUMBER FOR v
WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGs THAT o a
n u S AND
FLOOROF
CONNECT STUDS TO TOP PLATES. SHOE PLATIE, SHEAR WALL ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THESAME MENTIONEDTD 0
o c
MULTIPLE MEMBER C
ABOVE. �,s
BE CONNECTION DETAIL
5) FOR LOCATIONS CLOUDED AS �. INDICATE LOCATIONS WHERE W000 POSTS SHALL BE STRAPPED o a
\ ! \ AT TOP do BOTTOM AS SHOWN ON DETAIL 'A" ON SHEET # S /�. o a
1 J
vs� �. Z. Z)Z-XYZ. L)Z)(lti Z)? IZ- (2)ZX�� \.� I �ZB 1 1k`F" C) LOCATIONS GLOU'JEa AS � 5}IALL gE 5TRApftS) PE(R 'JETAII"��-" OF ® s
d C2)2Xt2 S C04. < <
EwcHJsx sE1EE T 5-y
+. -- ------- - I TILE i 7) __�..__._.._
• I IN9ICATES FLooR `jo�sTS !� G1r�9E 1z s Tv gLc
9L I \ 9E5�G r1�, FAG r GATE 9 termF11;9 gY OiNER S
I
\ S) ocA'f►ONs CLDW9M AS 5NALL, QG 5'SRRp?CD Pee- DETAIL,"C"
I I nom. o f SN EET 5-4
N 9 J Z a ~ CARPET I I
l
N J I CARPET
SCHEDULEto »t
x ROOF. TRUSSES .STRAPPING SCHEDULE TO TOP PLATE
I 1 A
OF BEARING WALLS (PRE-C'NGINEERED FRAMING
' � I I _ N i -- UTit,l 31NG► At-l. '�NtZE� 5-rE�� R.o9s
_ _ --- TRUSS No. OR UPLIFT TRUSS TO TOP
Z lZS ob-Lam, CZ�2 t �� " * ( ) TOP PLATES TO FOOTINGS
� I DESIGNATION lbs PLATE OR TO STUD
SSP `3) sJQ US cnaPFT .1� /
ALL TRUSS ENDS
TILE C. EXCEPT ONES 0- woo Hi-5,q ;SlmesoW. C11V 1/2710 5'f6F-L Ro�� SPACEU AS
OJTLINED BELQW SHOWN ON SHEET 5-3
LU
�X�T C.TAVN
i - -
II ---------
1
---- ---y'
. � L h
I 1 L— \N I 6LIJ - 12a� 21 N2.5/"SlIAPSON CLIPS i 1/2-0 5'fEF_L ROSS*SPACED AS
^ I I —_ x SHOWN ON SHEET #S 3.
M CARPET. I
I
I_I� �'�, NI
TILE
CL Z
----- ;-;�-i I cel 50
t3h,S'f�36 5�nr.Psoni ,
_ 1- _
-- _ Qpm
__ _� > o. TILE N I sfw "T'ru,,,S IYIPSON"/ ��OIrJN
------- l NOL
RAFTERS & STUDS STRAPPING TO PLATES SCHEDULF.
(CONVENTIONAL FRAMING)
g 3 , -�-
2 ROOF RAFTERS RAFTERS TO STUD TO STUD TO RAFTERS TO �® o
HB (%)ZX1. (2) 2X 2. CT z,,xIt, ** TOP PLATES TOP PLATES SHOE- PLATE RIDGE BEAM T.
• H2.5A"s1�ItaN �/`:,� sT6El. Ro95 Ct/>7�ia�vul - � �
2x6 RAFTER C4 LI P5 FYJ`'h �� -'S %J TO f p(RZ i �'S� -3010 CAMMC)N'S o
l ! P s 'OR
_L5
1 j -PA
�� Grow
FL00vw S WWC- WA LUPLAM U
2x8 RAFTER . SAME AS ABOVE S aYY1e t9� f}buye � C6T�—fid COMMON'S -• c�$ 'r� g
L.0 21 o
1' In�S 0."-
& r
2x10 RAFTER SAME AS ABOVE SSC 19S tbuve SI N <;� • .s' : �,
k1A N GtK :, o
a
2x12 RAFTER SAME AS ABOVE S�'`h SIS 19 6 o yc AS;
' t4('r;UYI� -
o JOB NO. 04•B1-0034
Pine
5AIE 4 AROvE Pine Key
II
SHEET TITLE SHEE'
LJG ENGINEERING, INC.
• LOUIS J. GABRIEL, P.E. # 39476
419 SOPHIA TERRACE
ST. AUGUSTINE FLORIDA 32095 L
79'-0"
10
16'-0' 20-32" 9-10 2" 9'-10" 3'-W 20'-0'
.•
SHOWER
--------------------- ----- ------------- ------------- -- -------
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I I I Irl e N I I IL�SJI
w/ BATH ;}{---d
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,
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STEP
1 6-0 I `" NOTE: ALL ANGLES ARE 45 DEG.
I I I ( UNLESS NOTED OTHERWISE –0'-0" Flf� FLP:
----------- ----J i--- - ---- --- --- -----
I 2-102" 5'-V 13'-8" 20'-0" I ��
-------------� i -- ---J - --- - -- - - -- - - - - - - - - - - =- - - 1
I ( — 10'-3j/j
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II __ _ \ ---------------------
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Z14" CONC. SLAB w/ i i 3-7"
6xo NO. 10 WWM OR FIBERMESH.
REINF OVER VAPOR BARRIER __ /I
• I I TREATED
EANLCOMPACTED
I " I ► x\ I I
13 I 'N
i
STEPS TO GRADE AS
REQ D BY CODE
I a II I I b I
-°?' SLOPE 1-
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II
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—� -- ------'
---- -------------------------------------------------------
14"
--- -------------- ----------------------------- ----- --
4" CONC. PAD
FOR A/C
4
17 v
3'-0' 4'-0'
24'-0' 22'-0' 5'-0" 2'-0'
10'-0' 46'-0' T-0' 16'-0'
79'-0'
ON
CCRETE FOUNDATION N .m fl
SCALE' 1/4"=1'-0" a
E
Elm
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7
7
NOTE: -
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.;,. iD H O
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION ? a m
PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION o E t
SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP r``
,;.; a u. a
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, m
UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL i JOB No. 04-BI-0034
STRUCTURAL SETTLEMENT. pp KeQ
HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH y
THE DEPTH OF SOIL EXCAVATION AND BACKFILL NUMBER OF BORINGS SHALL Pine
BE RECOMMENDED BY THE SOIL ENGINEER.
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL
BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: . `
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE "`' SHEETTfRE SHEET
SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW '
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE LJG ENGINEERING INC. +�.
OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER OUIS J. GABRIEL, P.E. #39476
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED 419 SOPHIA TERRACE
SHALL BE NOTIFIED AND POSSIBLE.FOOTING DESIGN REVISIONS _ a
(I.E. MAT FOUNDATION.OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED - = ST. AUGUSTINE FLORIDA 32095
PRIOR TO COMMENCING WITH FOOTINGS WORK.
ELECTRICAL KEY
[NoTE-f1ECSYN] d
�$ SINGLE POLE OUTLET cm '064
Lo E
a
DUPLEX CONVENIENCE OUTLET ` o g S
PV DUPLEX OUTLET ABOVE COUNTER m p
P�*.cyyp WEATHERPROOF DUPLEX OUTLET
.'a E c
GFI GROUND-FAULT CIRCUIT-INTERRUPTER a '
DUPLEX OUTLET t= ca s
HALF-SWITCHED DUPLEX OUTLET �8
® SPECIAL PURPOSE OUTLET/JUNCTION BOX
49: DUPLEX OUTLET IN FLOOR
220V 220 VOLT OUTLET
® OVERHEAD DUPLEX
- WALL SWITCH
3 THREE-WAY SWITCH in in Cy
�_4 FOUR-WAY SWITCH
►-R RHEOSTAT SWITCH ° 59
w
DM DIMMER SWITCH y
Q REINFORCED JUNCTION BOX
- - CEILING MOUNTED INCANDESCENT
I
LIGHT FIXTURE
I
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WALL MOUNTED INCANDESCENT
.�'g.
RECESSED INCANDESCENT LIGHT FIXTURE Z
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RECESSED ADJUSTABLE EYEBALL -` M m
INCANDESCENT LIGHT FIXTURE ;-
- INCANDESCENT LIGHT FIXTURE ��✓
PC WITH PULL.CHAIN
EXIT LIGHT rVT J� Q
EMERGENCY LIGHT
FLUORESCENT LIGHT FIXTURE
FLUORESCENT LIGHT FIXTURE
WITH PULL CHAIN N
co
TRACK LIGHT �
ca
Q EXHAUST FAN (VENT TO EXTERIOR) coo N
C)
EXHAUST FAN/LIGHT COMBINATION > �rn
(VENT TO EXTERIOR) a'i a
--- -----------------------------------, EXHAUST FAN WITH HEAT LAMP m
ti
PH 1 i (VENT TO EXTERIOR)
TV PH i ® CHIMES ci
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�PB PUSHBUTTON SNATCH t m
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TILE
® SMOKE DETECTOR > rn
3ZCj i HD HEAT DETECTOR o o .ac
PH CO2 DETECTOR a n-
t MD TQ THERMOSTAT
- ,�-'��' MD i ( SPEAKER
� � --- - - - --- - - -- - - - - - -� — i — - - - - - - � ,- - - - -- -- - ---- --T - -- - - -- - - - - b PHONE (1-CAT3)
t
N DDC (1-CAT5, 1-RG6)
® MMDC (2-CAT5, 2-RG6)
ELECTRIC METER
t
CD
1V r
� - ELECTRIC PANEL
CEILING FAN PREWIRE
(PROVIDE ADEQUATE SUPPORT)
i
TV
i
t CEILING FAN / LIGHT PREWIRE
t t
(PROVIDE ADEQUATE SUPPORT)
t 1
t
ELECTRICAL NOTES:
j [NDTE-UCTRIC]
t
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE
t t ? DETECTORS AS REQUIRED BY NATIONAL FIRE
'-------------------------------J PROTECTION ASSOCIATION (NEPA) AND MEETING
t ; THE REQUIREMENTS OF ALL GOVERNING CODES
PROVIDE AND INSTALL GROUND FAULT
t 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING
t t THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED
t t
3-' DIRECT HOOK-UPS/CUTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT
L------------------------- i 4. . LOCATIONS.
1 t ALL ELECTRICAL AND MECHANICAL EOUPMENT (I.E.
t t
5.. FURNACES, A/C UNITS, ELECTRICAL PANELS,
t t
SANITARY SUMP PITS, DRAIN TILE SUMP, AND
WATER HEATERS) ARE SUBJECT TO RELOCATION 17
DUE TO FIELD CONDITIONS.
t t
ELECTRICAL DEVICES: ABOVE FINISHED FLOOR:
� t SWITCHES OVER COUNTER. . . . . . . . . .48' TO CL
i t
t WALL OUTLETS OVER COUNTER. . . . . . .48' TO CL
t t
t t REMAINING SWITCHES . . . . . . . . . . . .48' TO CL
t t
t
WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CL
BATH VANITY BRACKET OUTLET
--------------------------------------------------------------------------------------------------------------------------------------------� (1 ABOVE TOP OF MIRROR). . . . . .86 TO CL
1'2
WATER SOFTENER AND SUMP OUTLETS 48' TO CL
TELEPHONE OUTLETS. . . . . . . . . . . . .16' TO CL
i TELEVISION OUTLETS. . . . . . . . . . . . .16- TO CL
EXERIOR GFI OUTLETS. . . . . . . . . . . .16' TO CL
GARAGE GFI (ABOVE GARAGE FLOOR) 48' TO CL ® 20
�0 0
I
FRONT DOOR COACH LIGHT. . . . . . . . .84' TO CL
GARAGE DOOR COACH LIGHT,
a
(ABOVE GARAGE FLOOR) . . . . . . .84' TO CL
DINING AND BREAKFAST FIXTURE . . . . .64' TO BTM
OF FIXTURE
FOYER AND STAIRWAY FIXTURE . . . . . .96' TO BTM lKm
OF FIXTURE
THERMOSTAT. . . . . . . . . . . . . . . . .54' TO CL u
. DOORBELL CHIMES. . . . . . . . . . . . . .84' TO CL z
DOORBELL BUTTON. . . . . . . . . . . .LEVEL W/
DR HANDLE o
KITCHEN WALL HUNG.MICROWAVE B' `` '
f•
OUTLET: . . . . . . . . . . . . . . . . . .76' TO CL ��� 'r LL "�l r
0 0,
KITCHEN DISHWASHER RECEPTACLE . . .UNDER .SINK }
KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CL
KITCHEN REFRIGERATOR. . . . . . . . . . .48' TO CL y:; >;:� o s I
; ..
WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CL a LL a�
i
i
JOB NO. 04-B1-0034
CL = CENTER LINE
1 = FIELD VERIFY Pine Key
2 = MASTER BATH STANDARD 30' HIGH
VANITY TO BE RAISED 4'
SHEET TITLE SHEET
SECOND FLOOR
ELECTRICAL E1 .2
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ELECTRICAL KEY a o
[NOTE_FIECSYM] Z'3
F$ SINGLE POLE OUTLET g €�
rn n
DUPLEX CONVENIENCE OUTLET '
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DUPLEX OUTLET ABOVE COUNTER -
owp WEATHERPROOF DUPLEX OUTLET $
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GFI GROUND-FAULT CIRCUIT-INTERRUPTER 9 .9
DUPLEX OUTLET e s f� o
HALF-SWITCHED DUPLEX OUTLET L M 0 S2 will
® SPECIAL PURPOSE OUTLET/JUNCTION BOX
4n: DUPLEX OUTLET IN FLOOR r
tO 220V 220 VOLT OUTLET
® OVERHEAD DUPLEX
WALL SWITCH
-3
in
THREE-WAY SWITCH
N
4 FOUR-WAY SWITCH 0 0
R RHEOSTAT SWITCH
OM DIMMER SWITCH
REINFORCED JUNCTION BOX
•�- CEILING MOUNTED INCANDESCENT old
}- LIGHT FIXTURE
' T LIGHT MOUNTED INCANDESCENT
•�- RECESSED INCANDESCENT LIGHT FIXTURE
RECESSED ADJUSTABLE EYEBALL
INCANDESCENT LIGHT FIXTURE s ..
INCANDESCENT LIGHT FIXTURE r
-�_PC WITH PULL CHAIN ..
EXIT LIGHT _ T�� Q
EMERGENCY LIGHT
FLUORESCENT LIGHT FIXTURE
FLUORESCENT LIGHT FIXTURE
WITH PULL CHAIN ca
N
TRACK LIGHT a r*-�
cd
Q EXHAUST FAN (VENT TO EXTERIOR) ccoo N
c
EXHAUST FAN LIGHT COMBINATION ca cN rn
(VENT TO RIOR) a
EXHAUST FAN WITH HEAT LAMP o o u
(VENT TO EXTERIOR) �,�
I__---_--I ❑ CHIMES
CH c�
1 I c's
PB PUSHBUTTON SWITCH ry
12 �i
SMOKE DETECTOR cac:5
OPT LIGHTING e ® HEAT DETECTOR o °' c
--- -----
1I I ` ® CO2 DETECTOR a s
--------------- I Q+ TILE � �-
FI TQ THERMOSTAT
H e I w.H.
MD I, I \ Qs SPEAKER
PHONE (1-CAT3)
._• �20V( / — I \ N DDC (1-CAT5, 1-RG6)
11LE J \• GFI i \\ \\ u® MDC (2-CAT5, 2-RG6)
f ------
�. .� CARPET f II .`• FI \\ ` ELECTRIC METER
\ f !' /'• ———_.. \ _� ELECTRIC PANEL
�>C` \
CEILING FAN PREWIRE
CARPET\ i — `�� '� /II PC /I \ (PROVIDE ADEQUATE SUPPORT)
GFI
L__—J I I CEILING FAN / LIGHT PREWIRE
\ \ I n• I \ _,— i' / (PROVIDE ADEQUATE SUPPORT)
�.\ � N o - - - - -- ` �.�_�<_�, /� �.� ELECTRICAL NOTES:
M
TV 3 t I / /_ 1No PROVIDE INSTALL LOCALLY CERTIFIED
------ ----- ----- - ----- ------ --- ---------- - 'f — SMOKE
MD \ •r ` DETECTORS AS REQUIRED BY NATIONAL FIRE
I
f PROTECTION ASSOCIATION (NFPA) AND MEETING
THE REQUIREMENTS OF ALL GOVERNING CODES
2 1 CI CUI -IN RRUP S Fl
� �•--•� i'� CARPET, / . PROVIDE AND INSTALL GROUND FAULT
R T TE TER (G } AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING
/ / ` THE REQUIRENTS OF ALL xv,
-—. FI
ELECTRICAL ECONTRAC OR TO PRONDEGREQU RED
/ i ii t
3•, DIRECT HOOK-UPS/CUTOFFS.
/ I It --�.•„ - - \ HVAC CONTRACTOR TO VERIFY THERMOSTAT
\ 1 I 4. LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E.FURNA
CARPET i•\ / I t I I — �_ \ I 5
SANITARY CEPS.SU P UNITS,DAN TILE SU ANEAN,D
ILL ! I : WATER HEATERS) ARE SUBJECT TO RELOCATION
i' ; � `XII / \.\ �•� �•� I
DUE TO FIELD CONDITIONS.
TILE ! / ELECTRICAL DEVICES:
PB / ABOVE FINISHED FLOOR:
SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL
TILE i I WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL
/ ° \ � _� > > I REMAINING SWITCHES . . . . . . . . . . . .48' TO CL
--� I WALL OUTLETS. . . . . . . . . .
. . . . . .16" TO CL
` t I BATH VANITY BRACKET OUTLET 12
I (1 ABOVE TOP OF MIRROR). . . . . .88' TO CL
WATER SOFTENER AND SUMP OUTLETS 48' TO CL
f / . - I TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL
TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CL
I
TV PH��--%�FI J2 -� `-----_J I EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL
I t GFIt -- - --- -
GARAGE GFI (ABOVE GARAGE FLOORIg I ) 48' TO CL ® z
FRONT DOOR COACH LIGHT. . . . . . . . .84' TO CL �U a
HB 2V GARAGE DOOR COACH LIGHT,
i (ABOVE GARAGE FLOOR) . . . . . . .84' TO CL g x
DINING AND BREAKFAST FIXTURE . . . . .64' TO BTM
OF FIXTURE E g
FOYER AND STAIRWAY FIXTURE . . . . . .96' TO BTM WE= z
OF FIXTURE ��•-- -
.L R ;
THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CIL IO
DOORBELL CHIMES. . . . . . . . . . . . . .84' TO CL L z
A, o
DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ D
DR HANDLE =`< 8
ti
KITCHEN WALL HUNG MICROWAVE : cn
OUTLET . . . . . . . . . . . . . . . . . .76' TO CL Y LL LL '
KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK
m y
KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CL o
O C
KITCHEN REFRIGERATOR. . . . . . . . . . .48' TO CL mo o
.:.
WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CL a u a
w•I
JOB NO. 04-B1-0034
j CL = CENTER UNE
1 = FIELD VERIFY
Pine Key
2 = MASTER BATH STANDARD 30" HIGH
VANITY TO BE RAISED 4'
SHEET TITLE SHEET
MAIN FLOOR
ELECTRICAL
E1 . 1 J . J
L M
0
4
U
f0 O a-- Q U O Z L
•� N '� CL
O c
O O
0
1 :3 8oU
°o NAIL W/11 -10d 2 2 8 y o01
H
e° COMMON IN THIS AREA. c vi N
VERIFY w/STRUCT. ,1 Q m $ $
44"MINIMUM B LL CD 6 3 }
° 6800 a
11-5 0
eo pppp
o C
e
NAILING NOT NEEDED
IN THIS AREA
UP TO 16"
FLOOR SYSTEM w
i 2u,
SYP DOUBLE PLATE
i
0
NAIL W/11 -10d
COMMON IN THIS AREA. (�
VERIFY w/STRUCT.
PROVIDE MINIMUM 1"END DISTANCE O w
� _ M ( ] �+
° r ,
EQUAL NUMBER OF SPECIFIED
NAILS IN EACH END
STRUCTURAL
TWO STORY STRAPPING
SCALE: 1 1/2"=V-0"
m ti
j a N
E N
IM co W
� X
i 7 f0
HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN c w
WOOD TOP RAIL 0° "- ti
AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. m M
HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. c a� o
HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT N
FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE N o
IN NEWEL POSTS OR SAFE TERMINALS.HANDRAILS SHALL BE j
1 1/4"MIN.-2"MAX. 1 1/2"CLR. 1 1/4"-2"IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, c m
z z HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. a -
goiL
w
= STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL
STUCCO W/CORROSION RESISTANT w cc I BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR
METAL LATH OVER 15#FELT u. WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL.
AT 4'-0"
2X FRAMING CARPET O.C.,MAX. THE HANDRAIL CONSTRUCTION SHALL BE
WOOD BASE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN
INTERIOR SUBFLOOR1/2"GB 2x BLK'G ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL.
ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. _ Q� J
WRAP 6"UP WALL&ALL PENETRATIONS. g � GUARDRAILS SHALL NOT BE 200 lbs 20Co5
Z O LESS THAN 42"IN HEIGHT. ANY DIRECTION
INSTALL PER MANUFACTURER'S REQUIREMENTS.
ANY LOCATION v
SLOPE Q N
va•:r.r z STAIR FRAMING
_ OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR
AN ORNAMENTAL PATTERN SUCH THAT A
4"MIN
SEE STRUCTURAL DRAWINGS FOR FRAMING c 4"DIAMETER SPHERE CANNOT PASS THROUGH. 0O cr
THE GUARDRAIL CONSTRUCTION SHALL BE 4•SPHERE O
INFORMATION 5/8"TYPE"X"GB H MAY NOT PASS cv
@ ENCLOSED USABLE o cf) ABLE TO RESIST A LOAD OF 20 LBS PER THROUGH
LINEAL FOOT APPLIED HORIZONTALLY ALONG
SPACES BENEATH STAIRS z THE TOP RAIL OR AS REQUIRED BY CODE.
6'SPHERE
MAY NOT PASS
2x4 STUDS @ 16"OCWALL MTD i:THROUGH
.,FTHE TRIANGULAR OPENINGS THIS DIAGRAM
AT STAIR TREAD, RISER,& ILLUSTRATES THE
BOTTOM SHALL BE SUCH I SPECIFIC REQUIREMENTS
THAT A 6"DIAMETER OF THE BUILDING CODE
SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR
j BUILDING DESIGN AND
CONSTRUCTION.
STAIRS STAIRS STAIRS s
DECK FLASHING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL GUARDRAIL / HANDRAIL CODE DATA
—
8 SCALE: 1 1/2"=V-011 SCALE: 1 1/2"=11-0" 6 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0"
i
FINISHED SURFACE
MATCH HEIGHT
OF BASEBOARD
FINISHED SURFACE
3/4"PLYWOOD TREADS — 3/4"PLYWOOD TREADS EQ.TREADSSEE PLA v
z z
EQ.TREADS z g ¢ 2x FRAMING
SEE PLA co 3/4" w a GYP.BD.
cn z TYP v 1" 1 x10 SKIRT BOARD
w g " Lu
TYP.
3/4 _
Ln a,
W w TYP u t
w 5/8"PLYWOOD RISERS(TYP.) JEEXPANSION PANSION w z
2x12 NOTCHED STRINGER 6'+ GAP 2x12 STRINGER �P
(3 STRINGERS MIN.AT / °�
?�Z 2x12 NOTCHED STRINGER Np }P�
(TYP.) jlaw
EACH STAIR RUN) EXPANSION
GAP —c 'E
5/8"PLYWOOD RISERS (TYP.) �?> L f)
2
2x12 NOTCHED STRINGER 0R N N
SECURE NOTCHED STRINGER TO SILL 2x4 SPACER N
PLATE WITH FRAMING ANCHORS.SECURE ,�. o
PLATE TO SLAB WITH SLOT PINS. m Lq
ALL WOOD IN DIRECT CONTACT WITH o �'
CONCRETE TO BE PRESSURE TREATED o E- ai
OR PROVIDE IMPERVIOUS MEMBRANE ;� O t
SEPARATION AS ALLOWED BY CODE.
.. a. u- a.
(3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP.
INSTALL 2X FIRE STOP AT
MID SPAN OF STRINGER
° JOB NO.
(3)2X12 STRINGERS TYP.
i
i
STAIRS STAIRS STAIRS STAIRS
STRINGER DETAIL FLOOR STRINGER 9 LANDING (BOT) STRINGER ac LANDING (TOP) SKIRT / WALL DETAI ' SHEETTITLE SHEET
MISC.DETAILS
4
" f )f - 1, 1 e SCALE: 1 1/2 =1 -0 SCALE: 1 11/2"=V-0" SCALE: 1 1/2 =1-0 SCALE: 1 1/2"4-0" AD
L
c
1x4 CEDER 5 co o o
1-5/8'CROWN = is y a 8 > co
10•ANGLE CUT Cc d 8 = .E
t o c E a "' -5 rn
2x6 FJ CEDERA 2x6 FJ CEDER 6" L �- � co
E o � f° co c_ o
1x2'x2'CEDER 2x6 FJ CEDER 6 'N a c o E b
�u. 0 I088
2x4 FJ CEDER 2x4 FJ CEDER
2x4 FJ CEDER
5"ANGLE 5"ANGLE 5"ANGLE (Jr}
3 3"
3• 4 4 � • w
— a r }
10wa
2 --
2x4 PT SPR 2x4 PT SPLIT 2x4 PT SPLIT C)» � f T l {
W
OPTION 3 OPTION 2 ' OPTION 1
WINDOW TRIM WINDOW TRIM WINDOW TRIM
7 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2•=1'-0• SCALE' 1 1 2•=1' `D N
C
m ti
lD
U) C N
a
p O LL
m
c t
C v ti
p M
C m t0
y m M
6•HARDI BOARD BAND o c
TOP OF COL 6"HARDI BOARD BAND 6'STUCCO BAND o
TOP OF COL TOP OF COL OR STUCCO
8" 8"
I INSTALLATION SEQUENCING:
2" • I I 1. THROUGHOUT INSTALLATION,
2 I � 12•SO TAPER TO 10" 2 KEEP THE WINDOW JAMBS PLUMB AND SQUARE.KEEP HEAD
ICOLUMN I I ANS SILL LEVEL AND SQUARE.MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN.
2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e.DOUBLE HUNGS)TO AVOID"BOWED OUT"
V-27 �r 8•SO COLUMN "
2'0 12•SQ COLUMN INSTALLATION.
I ( I 3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES
STUCCO PRIOR TO SETTING WINDOW INTO OPENING.
V1-4�
I I
4.PLACE 114'SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.;CENTER THE WINDOW IN
I I THE OPENING ALLOINING A 114"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE.
WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAYBE REMOVED. i
HARDIBOARD HARDIBOARD PAINTED 5.INSTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING
I I PAINTED STUCCO BAND I I OR STUCCO AT THE MIDDLE OF THE WINDOW.FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM
OF 1".KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED.
I I10"HARDI BOARD BAND
to I OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED.
II 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW.
6'HARDIBOARD BASE 6'HARDIBOARD BASE
OR STUCCO 8.INSULATE AROUND PERIMETER WITH BATT TYPE 1NSUALTION. DO NOT USE EXPANDABLE
1/2'SPACEFOAM.
/ PORCH LINE 1/2"SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY.
. PORCH LINE
1 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 114"GAP AT SILL BETWEEN
STACK STONE STRUCTURE AND WINDOW.THEN,CAULK THIS GAP.
SO STUCCO COLUMNI SQ STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK
OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW).
i I
FLASHING SEQUENCING:
PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING,
2. SET WINDOW UNIT.
SO STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG
COLUMN PAPER.
4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING.
gz
4x4 P.T.POST5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. • °
SEE FLOOR 4x4 P.T.POST 4x4 P.T.POST 4
PLAN FOR PLANFORR SEE FLOOR PLAN FOR NOTE: Q
LOCATION LOCATION LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. a
• SEE SPECIFlCAT10NS FOR MATERIAL TO BE USED. '' E v
(� STONE FINISH STUCCO FINISH z
TRIM BELOW
>i
TRIM BELOW
`n HARDIBOARD I I q P.T.WD WRAPPED COLUMNS p +' CD
"N 4 (PAINTED) N P.T.WD WRAPPED COLUMNS a (PAINTED) IMPORTANT: Q N
II IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN �+.� N
2X4 STUDS 2x4 STUDS 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. � o
14-7;�
DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY
I DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT.,BE UNDER WARRANTY " o c ci
l'-5" _L1 21-W IF EXPOSED TO MURIATIC ACID. O
2'-0" a u- a
DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING:
STUCCO COLUMN BASE SO STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULLANDVOID 1F ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL Y JOB NO.
COLUMN BASE AREA OF ANY WINDOW. PROD.MGR.
DRAWN BY
CHECKED BY
STONE ACCENT COLUMN WINDOW
PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL SHEET TITLE SHEET
MISC.DETAILS
SCALE: 1 1/2"=1'—d" SCALE: 11/2"=1'-0• SCALE: 11/2"=1'—d" SCALE: 11/2"=1'-0"
ADA
o
p e
28
0 N 9 o c •c o
v n —
� C N � $ > f0
j
ta
41/2° L .� ' 'W
Ag
MIN 3 ca ,, ,� a <u I=-5�
--- WALL
SIDING � :; SHEATHING
Ij TYP.WALL
i CONST.
SIDING
OVER LATHE AND DOOR
FELT-SECTION E WALL WAY w
1/2"STARTER STRIP
F.F 2X4 STUDS
CAP FLASHING to 1x4 CORNER BOARDS PLACEMENT BY L
1x8 P.T. DOOR WAYS
4-1
TEXTURE FIN.
ON FOUNDATION o w
ar �J
� — VJ
EXTERIOR TRIM DETAIL ELECTRICAL
WATER BOARD CORNER DETAIL SWITCH PLACEMENT co
10 co
SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" m
cep N
O
M CD
co
WALL
m � X
1" m a
REAR WALL OR SIDE WALL MOUNTED; 1/2"CLO BD OR i LAYER GYP. BOARD ti
SIDE MOUNTED AT BACK SPLASHES,TYP. " v ca ch
COUNTERTOP 5/8 GB w/6 BATT INSUL c O m
" PER SUPPLIER ATTACHED TO BACK (2)2x HDR °D N
20 TO 25' TYP 1900 J-BOX � 1
(SEE STRUCTURAL) v,
LIGHT SWITCHES, ° HORIZONTAL SINGLE CO 0) a,
COVER PLATE/OUTLET 2 LAYERS ;1/2"PLYWOOD SPACER g > m
THERMOSTATS, a m c
AND ALL OTHER R-11 BATT FINGER JOINTED
ENVIRONMENTAL INSUL WOOD CASING
� a n
CONTROLS 3/4'STOP KITCHEN TOP 1/2"x 12'H
I I BOTH SIDES
PWD ALL 4
SIDES
II 2x_ TRUSS `
CHORD WOOD FRAME
OUTLETS-PHONES OPTIONAL
TYP 1900 J-BOX R30
TVs
HORIZONTAL SINGLE INSUL
WALL CAP OR COVER PLATE/OUTLET TYP DOOR PER SCHEDULE
BRKFST.TOP _
SEE FLR.PLAN Jh
NON LOAD LOAD
CONDITION CONDITION
3/4*STOP
BOTH SIDES
//II��// I GYP.BOARD
KITCHEN TOP //II/�//II, ,_ i
� w II 2x_ � i� � � /— �
In \%/��\% /�\\��/ \�� WOOD CASING
JOINTEDFINGER
FRAM NG4
g Wl 112w
DRYWALL ,� /�IIg/�II��
`�° Z 24•DEEP BASE
CABINETS .
� 24•
TYP FLR CONST 21/4" WD TYP DOOR PER SCHEDULE
FINISHED FLR CASING WOOD FRAME
FRAME TYPICAL
JAMB (2)2x4s
i
CABINET DOOR
OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS - 221/2" X 48" INT HEADS & JAMB
SCALE: 1 1/2°=1'-0" SCALE: N.T.S. SCALE: 1 1/2"=1'-0' SCALE: 1 1/2"=1'-0"
EXTERIOR INTERIOR
TEMPERED SHOWER
MARBLE CAP ENCLOSURE 4"CURB W/
SR ON SIDE
MARBLE CAP
CERAMIC FLOOR TILE
ADHESIVE ON 8" DOOR
VANITY CLEAVAGE MEMBRANE BRUSH TYPE
ALUM.THRESHOLD SET
2X4 WD.STUD CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP
Qa 16"O.C. IN FULL
FLOOR SYSTEM SEALANT BED � 2
1/2"MR.GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPANDABLE JOINTma
GARAGE DOOR FILLER,WHERE "(o a
APPLICABLE a
CERAMIC TILE �'s;�?. •
t ,tt iq � m 4
CERAMIC FLOOR TILE
co to
1x6 WD DOOR STOP
asona a
a a dQ ` z c
° SLOPE TO DRAIN
SLOPE
o - .[ `i �-
- 40
(4)2x P.T.BUCK _ u ;:
a d .d. a , a rzi F.
T ° Qd � ° III III— � ! � �
ch N
FINISH TRIM ORLL
BAND d I •ci a
• . III I I 1 �� � __
FINISH I III I I I a a. 11 � I 4, CO
FLOOR SYSTEM xycm
O
°O'
0
CONC.WALK I
SEE STRUCTURAL DWGS ma
CONC.SLAB&
FOUNDATION per•
SEE STRUCTURAL DWGS. Poa
PR0J.MGR.
DRAWN BY
CHECKED BY
BATH BATH DOOR- OVERHEAD GARAGE DOOR
`�, ERCURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD � EXTERIOR SHEET TITLE SHEET
SHOWER �V ALL � Vd®-iNIT� SHO MISC.DETAILS
SCALE: 1 1/2°=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" A D•3
L
c
PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD o '� o
CAP OF SADDLE FLASHING OF SADDLE FLASHING
! 5d O o
ALUM.FLASHING Q y 8 > g
SIMPSON H5F - $ " y
AT EACH JOINT " WOOD STUD WALL SYSTEM o N " � c o
c Ry c rn ...
2-X4"BLOCKING(SEE WOOD STUD WALL SYSTEM c Y3 = C
� �
CRICKET (TYPICAL) MANUF.SPECS.FOR CEMENTITIOUS FINISH SYSTEM CEMENTITIOUS FINISH SYSTEM 1 c'w c E
7/8"MIN SIDING OVER CHIMNEY MIN.DISTANCE) � w � ._. o Q v as
MTL LATHE CONTINUOUS WALL SHEATHING CONTINUOUS WALL SHEATHING
CORROSSHEATHING cnDI a
SCREED ION RESISTANT METAL
CC
0 EXTERIOR FINISH CORROSION RESISTANT METAL Y
x OVER 1/2 SHEATHING SCREED CORROSION RESISTANT METAL
5"x5"CONT. °C GALV.MTL. OR O.S.B. CORROSION RESISTANT METAL Z-BAR FLASHING W1 SEALANT
FLASHING 2X6s NAILED TO " ¢ 7/8"MIN STUCCO Z-BAR FLASHING W/SEALANT
o CORROSION RESISTANT METAL —
STUDS w/16d @ 6 z z¢c FLASHING OVER MTL LATHE TOP FLASHING
OC CORROSION RESISTANT METAL
STD ROOFING ¢ BLOCKING @MID POINT
TRUSS TOP CHORD M w= �r WHEN CHIMNEY EXCEEDS PAN FLASHING � ROOF SHINGLES
� .
�� 6-0 IN HT. ROOF SHINGLES z� ROOF SHEATHING z a � �
SEE STRUCTURAL = ROOF SHEATHING N S ROOF FRAMING
FOR HURRICANE c�? PRE-FAB CHIMNEY a
ANCHORAGE cc a ROOF FRAMING 2" S 4 1�,'1° Z
DETAILS
TRUSS 2"x4"STUDS @16'O/C. �
BOTTOM TRUSS CHORD
`n
CHORD CRICKET GALV.MTL.FLASHING oz
FFA.
0 w
DB'L 2"x4"BLOCKING SIMPSON MTS12 @ EACH
CORNER24" 4-16dEASIDE, 1'-4'MIN.TYP ..'
CHIMNEY CHIMNEY ROOF- FLASHING ROOF- FLASHING
CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL ROOF TO WALL
{
12 SCALE: 1 1/2"=1'-0" 1 1 SCALE: 1 1/2"=1�-0" 1 Q SCALE: 1 1/2"=1'.-0" SCALE: 1 1/2"=V-0" CD
tn 04
co N
0
M co cz
� � X
SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPS IMPORTANT NOTE: o 2 ti
PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED m IL r.
FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. REFER TO ROOF PLAN
NO PENETRATIONS THROUGH VALLEY FLASHING. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 12 5 FOR PITCHES 1'-4"
c -
VARIES C°
RIDGE OR HIP RIDGE
PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED qp,2 _ L � N
TYPE LINEAR VENT a
PER ROOF MATERIAL MANUFACTURER REQUIREMENTS
INSTALL AS PER
ALUM RAKE FASCIA 2x8 RAKE � > ai
CORROSION RESISTANT METAL TRIPLE RIB MANUFACTURERS i WRAPPED IN ALUM o a-' 0
VALLEY FLASHING WITH 1"HIGH'V'CRIMPS WRITTEN INSTRUCTIONS ..
TYP ROOF CONST a a
___ 2X4 OUTLOOKERS AT
SEE WALL SECTIONS
24"O.C.
REQUIRED CLEARANCE PER ROOF ROOF SHINGLES
MANUFACTURER REQUIREMENTS APPLIED TO
LINEAR RIDGE CAP SEE 1-AD.1 FOR FASCIA&
ROOF SHINGLES VENT F
SOFFIT NOTES&FINISHES
ROOF SHEATHING
ROOF FRAMING ROOF SHINGLES
ROOF SHEATHING
10" ROOF FRAMING SIDING OVER 7/16"OSB
MIN.
E
2 i GABLE END TRUSS W/
ALUM FASCIA OVER VERTICAL MEMBER
i' La 16"O.C.
3 FRIEZE
WEAVE ROOFING �N,
UNDERLAYMENT PER ,%.5
"M 4'MIN. Ap•2 i;
ROOFING MFR'S
RECOMMENDATIONS W/
36'WIDE 30€t SWEAT SHEET
RIDGE GAP FOR VENTILATION
ROOF- FLASHING ROOF- RIDGE LAP SIDING
ROOF - VALLEY- ROOF - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL - 8" OH
=1'
8 SCALE: 1 1/2"=1'-0" 7 SCALE: 11/2"=1'-0" 6 SCALE: 11/2"=1'-0■ SCALE: 11/2"=1'-0"
TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES
TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES
INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS AIR BAFFLE
ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE
ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN
LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT
8:12 ROOF PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH
2,-8" 2=8" ALUMINUM
12 ALUMINUM 2'-8" ALUMINUM 12 GLUMINUM UTTERS 12 GUTTERS z
GUTTERS 12 GUTTERS Ind
3a
8 6 I . z
7 Es
R-30 INSULATION n le rr 5 z
OVER LIVING SPACES R-30 INSULATION R-30 INSULATION " .= a o
OVER LIVING SPACES OVER LIVING SPACES R-301NSULATION p
OVER LIVING SPACES
a � n 'k, o
a a g -� 0 4
HEADER AT WINDOW g J HEADER AT WINDOW g HEADER AT WINDOW M / LL N
AND DOOR OPENINGS AND DOOR OPENINGS co AND DOOR OPENINGS ■ SEE TYP.WALL SECTION FOR
si% p 4n
a " ° FASCIA,SOFFIT NOTES&FINISHES �s ti cGv
N N "J"CHANNEL STOP
SIDING OVER '•, <' 9 c
SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR LATHE AND VAPOR BARRIER p 2 X_
FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES a u. a
BM OR LINTEL(SEE STRUCTURAL) '
6"BAND Js
"J*CHANNEL STUCCO STOP 'J"CHANNEL STOP "J"CHANNEL STOP � 06 No.
2"BAND PROD.MGR.
DRAWN BY
SIDING OVER SIDING OVER SIDING OVER �, VARIES COL'w/EXT FIN CHECKED BY
7" LATHE AND VAPOR BARRIER r LATHE AND VAPOR BARRIER 7 LATHE AND VAPOR BARRIER
- - � - :12 PITCH SAVE DETAIL - 3:12 PITCH SHEET TITLE SKEET
EAVE DETAIL 8:12 PITCH EAVE DETAIL 7:12 PITCH SAVE DETAIL ROOF DETAILS
SCALE: 1 2"- -0" SCALE: 1 1/20=1'-O" SCALE: 1 1/2"=1'-0' SCALE: 1 1/2"-i'-0" i D"
1 i'
1
L A
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m
g
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y c c 8 y m
m $ n E $
ci m — w v 3 E
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m I i Ev
SLOPE 3/4•x12" �� � c a U 8 S
AT GARAGE DOOR
1/2"x7"WEDGE ANCHOR 7
31/2"CONCRETE SLAB REINF. @ 32"O.C.w/2•x2'x1/B'
w/6x6x10/10 W.W.M. 31/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 31/2"CONCRETE SLAB REINF.
EXPANSION JOINT w/6x6x10/10 W.W.M. w/6x6xl0/10 W.W.M.
31/2"CONCRETE SLAB REINF.
w/6x6xl0/10 W.W.M.
-III • ' ~'•�" 1 6 MILL POLY VAPOR BARRIER 1• s•' :. _ I 1' 6 MILL POLY VAPOR BARRIER
I I .`Y •— COMPACTED EARTH _09 -I j(( " ''� :':..•a I — 1._ .., a: - .•:• 1 I I _I » I I u9 cn
COMPACTED EARTH
r -- 6 MILL POLY VAPOR BARRIER • • ti• , ; ,: •t' ; 6 MILL POLY VAPOR BARRIER 8 ai
' 1'-0: (2)#5 REBAR CONT. _ ' ti I I� '-t 4 ':;�,:,�.: Y;'' (2)#5 REBAR CONT. �' a
I I,; COMPACTED EARTH COMPACTED EARTH
, » •,�� #5 REBAR CONT. ,--'��-- •��— �--_ #5 REBAR CONT.
1-0 V-6*
a
-- tea
CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING
THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL
" O 9
SCALE; 3/4"=1'-0" SCALE: 3/4'=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"
. w
� O NN
N lN9 m
m 'fl X
co
ca
O O U.
m {j„
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C m
OVERLAP SLAB J m N
1 1/2"
v
mami rn
HOLD HDR.BLK. => > c
TO OUTSIDE NAIL ROOF SHEATHING oc c O
11/20 (PER STRUCTURAL) a a
FIBERGLASS SHINGLES IMPORTANT NOTE:
1/2"x7'WEDGE ANCHOR NP.SLAB - REFER TO�RODETAILS
F PLAN AND
@ 32"O.C.w/2"x2'x1/8" EXP.JOINT � � OVER 30#FELT OVER 7/16" EAVE DETAILS ON SHT
WASHERS @ 32"O.C. SHEATHING.OSB BOARD OR 15132»PWD AD.2 FOR ROOF PITCHES
I I IIII IIII FOR ALL HOUSES
3 1/2"CONCRETE SLAB REINF. —� I i IIII
.11
III TYP•SLAB AIR BAFFLE BTW EA TRUSS 12
w/6x6x10/10 W.W.M. `rte I - TO MAINTAIN 1/2"MIN AIR VARIES STRAP FOR,TRUSS
-� � I IIII IIII I IIII III ^) IIMR III SPACE FOR VENT — ANCHORAGE
w. `- .. :i.1: _ III — 16" (SEE STRUCTURAL)
Oil { IMI II IIII IIII -IIII IIII IIII IlfR11 I ( I—I III GALV.METAL O.H.
•• :`. 6 MILL POLY VAPOR BARRIER DRIP EDGE R-30 INSULATION AT CLG.
•' ,_�' , TYPICAL FOUNDATION
COMPACTED EARTH IIII IIII I I I I � , � , , � �
. IIII IIII I I I I TYPICAL FOUNDATION
I- --I I' -F j'—' ' (2)#5 REBAR CONT. i i ( III I I ( ( I ( IIII IIII WRAPPED •
5/8 GYP.BD.CLG.
IIII IIII II IIII III ! ALUM.FASCIA
'. III III IIII IIII
. OVER 2x6
I I I „ I I I I I Il I I I I IIII �. - _ ' I I I I PERFORATED
I I - IIII o • VINYL/ALUM. 1/2"GYPSUM BOARD
SOFFIT
IIII IIII III'EM II 1HEI I111111 I I STUCCO FRIEZE 2x STUDS @ 16'OC(MIN#2
IIII II ( ! ' � � � Illl II ( III IIII IIII SPF) _
PROVIDE MID-WALL BLOCKING FLAT
WISE @ JOINTS IN SHEATHING o,
P.T.2x PLATE
CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TE MIN.LIGHT
TEXT.STUCCO
INTERIOR BEARING DETAIL FOUNDATION 0 DOOR PORCH EDGE VENEER OVER 3/4"TO16"YWOENGINERE SCREWED
MTL LATHE AND TO 16"PRE-ENGINEERED FLOOR
VAPOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24"
SCALE 3/4"=1'-0" SCALE- 3/4"=1'-0" 5
SCALE: 3/4"=1'-0" OC
(SEE FLOOR;TRUSS ENGINEERING)
• NAIL ROOF SHEATHING 1 ST FLOOR TO RIM JOIST BY TRUSS MANUR
SEE FLOOR TRUSS `t
(PER STRUCTURAL) IMPORTANT NOTE:
12 REFER TO ROOF PLAN AND EAVE 2ND FLOOR ENGINEERING) r
FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STRAPPING PER
30#FELT OVER 7/16"OSB BOARDSTRUCTURAL
PITCHES FOR ALL HOUSES — 1/2' CEILING,BD OR 518"GYP.BD
OR 15132"PWD SHEATHING. 16 TYP.
P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTO.H. STRAP FOR TRUSS ANCHORAGE(SEEW EA TRUSS STRUCTURAL)
&1/2"x 10"ANCHOR BOLTS AT 32'O.C. TO MAINTAIN 112'MIN
W/2x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. cn
TYPICAL ANCHOR GALV.METAL 112 CEILING BD OR 5/8"GYP.BD TYP a
SEMCOTPP4 AT32" DRIP EDGE -81
STOP EXTERIOR WRAPPED ALUM. c
FINISH 1" 4'CONC SLAB W/6X6X10/10 WWF FASCIA OVER 2x8 o
BELOWco
FINISHED OVER 6 MIL VAPOR BARRIER OVER
PERFORATED F PROVIDE MID-WALL BLOCKING FLAT
TYPICAL SLAB CLEAN WELL COMPACTED,TREATED FILL ¢ d
FLOOR VINYL!ALUM.SOFFIT WISE @JOINTS IN SHEATHING o u a
REINF. "�`� �" T 7/8"MIN.LIGHT g
TYP.VERT. SLOPE STUCCO FRIEZE o TEXT.STUCCO 2x STUDS @ 16"OC(MIN#2
I I I ►= N; VENEER OVER 2 4
GRADE 1 STORY: 20"X 10 CONC.FOOTING W/ Z SPF) N z
(2)#5 CONTINUOUS AND(1)#4 DOWEL PROVIDE MID-WALL BLOCKING FLAT = 3' MTL LATHE AND P.T. PLATE w/ANCHOR C) zo emu
o
I I I k_=4 I1I I IIIopt I_ AT CORNERSIOPENINGSAND4WO.C. x n- VAPOR BARRIER BOLTS PER �- Zo1 WISE @JOINTS IN SHEATHING = b STRUCTURAL >
( III IIII—IIII I ( 1 TYPICAL FOUNDATION _ I I III AND 98"O.C. AND()#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SP s s T " ui A
_ u. 4 CONCRETE SLAB WITH
IIII I I I I IIII IIII III IIII III ( IIII-- HEADER BLOCK. ? N 6"x6'Sc10/10 W.W.F.TYP.(3000 W t* N
z PSI.FIBER MESH OPTIONAL). N 0 c*�
•--� 7/8'MIN.LIGHT is g (1)#5 CONT. _j �+
III III III ( ( III I I 2 STORY: 24"X 10"CONC.FOOTING W/ TEXT.STUCCO P.T.PLATE w/ANCHOR BOLTS PER
(3)#5 CONTINUOUS AND(1)#4 DOWEL VENEER OVER STRUCTURAL , SLOPE GRADE " ' t o u�i
o : �`• AT CORNERS/OPENINGS AND 48"O.C. MTL LATHE AND J \ \ \ \� _ " cl r
4"CONCRETE SLAB WITH 6"x6"x10110 AWAY ALL SIDES /\/\/
IIII 0 EEE •o - O : I I O O -OR-(1)#5 DOWEL AT CORNERS/OPNG'S VAPOR BARRIER u, rco
W.W.F.NP.(3000 PSI.FIBER MESH w \\/\\/\\/ 6 MIL VAPOR BARRIER Jx c a'
I ( I I I IIII I I I AND 96" AND(1)#5 CONTINUOUS AT OPTIONAL). //\ I \// '' ?'t,' : o
_ " HEADER BLOCK. (1)#5 CONT. \/\\ . • ;' \/\ i 0 2
IIII IIII IIII IIII I I 24 �\ TYPICAL FOOTING(MONOLITHIC OPT) a U- a
' (NOTE): BEND ALL DOWELS MINIMUM
• .••. : .. %\\/ �� ••• ' ' �•��; \/� SEE STRUCTURAL FOR SIZE&
( ( 20" I f I I 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES "�// / / / / //� REINFORCING ad
61 INTO FOOTING. \ \ /\\/\\/\
1 STORY ��// // // / 6 MIL VAPOR BARRIER ////j///////////j JOB NO.
PROJ.MGR.
// / ; g' • DRAWN BY
i�\\ ;: : •.. TYPICAL FOOTING(MONOLITHIC OPT) CHECKED BY
SEE STRUCTURAL FOR SIZE&
\
STEMWALL FOOTING STEMWALL FOOTING REINFORCING
CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET
4 SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" 2 SCALE: 1/2*=1'-0" SCALE: 1/2"=1'-0* DETAILSION
ADA
�zom
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KIT N ,
JOS NO. 0481-0034 ■
' SCALE: 1/2'11 Pine Key
SHEET TITLE SHEET
INTERIOR
ELEVATIONS A^.�
e
I
r O C G
EXTERIOR26 si 38
ELEVATION NOTES aE
rnL �:�'2E
[NOTE_EXTELEV] M e g
1. GRADE CONDITIONS MAY VARY FOR
INDIVIDUAL SITE FROM THAT SHOWN.
BUILDER SHALL VERIFY AND COORDINATE E 1;1
PER ACTUAL SITE CONDITIONS. F. COo
2. PROVIDE ROOF AND SOFFIT VENTS AS �t R E a a
REQUIRED BY CODE AND MANUFACTURERS
SPECIFICATIONS.
r N
tb �
9'-1 1/8' PLT.
—
*_ w] HEEL a w
4" FRIEZE
6'-4" - ^- w
+__�'-O„ FIN. FL
ON N � rT,
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CM
4" TRIM (TYP)
87 COL.
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REAR ELEVATION
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uj
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ASPHALT SHINGLES 6 '
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GRADE
GRADE
JOB NO. 04-B1-0034
LEFT ELEVATION Pine Key
SCALE: 1/4" = V-0"
SHEET TITLE SHEET
REAR&LEFT
ELEVATIONS A^.
w�
N
d
0
EXTERIOR E 3
ELEVATION NOTES �pp .a
,L N - N E
[NOTE-DaLEV] Es _ $
1. 'GRADE CONDITIONS MAY VARY FOR __ g
•g ui c•5
INDIVIDUAL SITE FROM THAT SHOWN. a
BUILDER SHALL VERIFY AND COORDINATE g E
PER ACTUAL SITE CONDITIONS. co
2. PROVIDE ROOF AND SOFFIT VENTS AS a aQ
REQUIRED BY CODE AND MANUFACTURERS L .�
SPECIFICATIONS.
r N
ppis�
O O
9'-1 1 8' PLT. w
w/ HEEL c
61 4" FRIEZE (TV)
a� ,.t :•: >» m O W
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SCALE: 1/4" = V-0"
KNEEWALL
M
F.F. 2 x 6 DECKING
2 x 12 SISTERED INTO FLOOR JOISTS
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DECK DETAIL t
SCALE: 1/2" = V-0"
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GRADEGRADE ej
• JOB NO. 04-B1-0034
RIGHT
ELEVATION
Pine Key
SCALE. 1/4'11 = 1 1-0" SHEET TITLE SHEET
FRONT&RIGHT
ELEVATIONS A2.4
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JOB NO. 04-Bi-0034
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Pine Key
SHEET TITLE SHEET
ROOF LAYOUT
A2.3
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8 x 8 FRAMED COL: SH3060 @ SH3060 @ 4 X 4-8 GLS EXTERIOR SH3030 @ 1 I t I t c
90"AFF 90"AFF BLKS @ 90"AFF 90"AFF I t t N tV+ r i 8'-1 118"PLT. XHa �" ` a
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KNEE WALL 11 I DISP 2868 , \ 0 0
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II " PEDESTAL \ `�
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LIVING ROOM 1 TO CEILING STEPS TO GRADE
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o ¢ I I i 48"BC I' 1' t I
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I h 36"BC I I 36'BC I 10x10 FRAMED COL.
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EDGE
He 3060 SH @ 3060 SH @ BLKS @ 54"
84"AFF 84'AFF AFF
3050 SH @ 84'
AFF SH2O30 @84'AFF
---------------
-----------------------------------
--------------- ,
I 1 , i I
I I �, I 2068 co 0
U.
BATH #3 CO� M
STUDY 8a ¢
I FLOOR P
9' CLG. BEDROOM CLG. N BEDROOM #2 ,
BEDROOM #4 ; SCALE: 1/4" — 1 '-0"
I CATHEDRAL CLJ. ,� , —
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1 HEADER I
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I U) �.
AREA TABULATION E l.
n
I 'Fd 2
MAIN FLOOR PLAN 1538 SQ.FT. L z
SECOND FLOOR 717 SQ.FT. o F
`------------------------- TOTAL A/C AREA 2255 SQ.FT.
I
I
FRONT PORCH 92 SQ.FT. m y
LANAI 243 SQ.FT. i. m ` 1
I 1
0 1
GARAGE 414 SQ.FT.
BALCONY 153 SQ.FT. '
JOB NO. 04-61-0034
, I
TOTAL UNDER ROOF 3157 SQ.FT. Pine Key
I
DECK 107 SQ.FT.
L------------
SECON D FLOOR 99 SQ.FT. SHEET TITLE SHEET
SECOND FLOOR
TOTAL AREA 3363 SQ.FT. PLAN
A2,r
L
J
79'-0" ? m
16'-0" MAIN FLOOR NOTES g R
63'-0' s
4151 NOTE-FLOOR a§N c
s:- €
1° a 2
V-5" V-50 23'-5%" 11. WINDOW GRILLS ARE STANDARD IN FRONT 0i
AND SIDE ELEVATIONS AND REAR m o §$
2' ELEVATION TO BE CLEAR GLASS. '` n:
-5' 9'-7" 2'-2" 2'-11" 2'-6" r-1' 2'.4• 4'-5'3'-5 15'-7" w�, z .
ALL UNDIMENSIONED PARTITIONS
11 I ARE 3 1/2" ROUGH. s `° CL cm"
13. ALL ANGLED PARTITIONS ARE 45
i 4. PROVIDE MIN MUM 2xDEGREES UNLESS R2's wWISE NOTED e s o 2
10'-1 i18"PLT i li + i '° a a�
----- PLYWOOD FLITCH PLATE AT ALL EXTERIOR ed
WALL OPENINGS AND INTERIOR BEARING .�
WALL OPENINGS UNLESS OTHERWISE NOTED.
3-2x4's MIN. AT EACH END OF ALL BEAMS
6-5" N I AND GIRDER TRUSSES UNLESS OTHERWISE
•"' N i NOTED. ALL SUCH CONCENTRATED LOADS
� II o i SHALL BE TRANSFERRED TO FOUNDATION g
04
3-11 0
M ' VIA BEAMS, POSTS AND/OR SOLID
_ , i
I I 4 BLOCKING. 0 0
I ------ 0 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o
i OF STUDS UNLESS OTHERWISE NOTED. w w
VIC _N 7. ALL TRUSSES TO BEAR ON EXTERIOR
r-5 2' - 2'-3�.
WALLS AND/OR GIRDER TRUSSES UNLESS
ccOTHERWISE NOTED ON FOUNDATION PTLAN.
�' 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS,
"' •N I�\ ad
` , 4'-5/' { HANGERS & SET SPACING FOR ALL
cli10'-0" &'-0" \ ` 9. WINDOW SUPPLIER TO VERIFY AT LEAST V)
HAVE
3'-1' 2'-11" j ANE
NCLEAR EGRESS OPENWINDOW IN ALL ING G OF 5.7ROOMS0 SQ. FT.
N
WITH MIN. DIMENSION OF 24" IN HEIGHT AND »
c 20" IN WIDTH; SILL HEIGHT NOT GREATER ~'
THAN 44 ABOVE FLOOR.
_ ________ ________ _ 10. BALLOON FRAME ALL EXTERIOR WALLS ...
- -- rl
o j (ABOVE 8'-1") TO UNDERSIDE OF ROOF
---------- ---- hil
SHEATHING - PROVIDE FIRE STOPPING "
2'-0�. 6'-3" 1-k2' 4'-3" 8-11 --
• EVERY 8'-0" VERTICALLY IN WALLS > 8'-1".
�� 14'-2' 6'-0/' 11. ALL HANDRAIL BALUSTERS TO BE
SPACED SUCH THAT A 4" SPHERE CANNOT
3'-5�' 3'-0" 9'-5" a j�
PASS BETWEEN BALUSTERS.
CL 12. ALL ELECTRICAL AND MECHANICAL co N
EQUIPMENT & METERS ARE SUBJECT TO a-' '�
RELOCATION DUE TO FIELD CONDITIONS; v� � N
I— I
-------- Ii 8• > N
i a CONTRACTOR TO VERIFY.
13. FOR ADDITIONAL NOTES SEE GENERAL `"'
NOTES ON TITLE SHEET & DETAILS.
I 1 q 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE m '
"' 96" ABOVE FINISH FLOOR (U.N.O.). as g:
a I 115. WINDOW MANUFACTURER TO TEMPER ALL u
co
WINDOWS 2' WITHIN DOORS, OVER TUB & m cijj
N a i t ----� ; SHOWERS 7 WINDOWS WITHIN 18" OF THE N cn v
> I ' 1 > FINISHED FLOOR.
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0
II I M
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1
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9-4118'PLT
1
17'-6" 3'4' 3'-2' 7'-9y2' 14'-2)/2' 6-0^ 7-0'
24'-0"
24'-0"
79'-0"
6r-11'
2-6- 9'-5' 28'-5"
'01
10
2'-9' 6'-8" 4'-0"
6'-5'
FRAMING P,LAN
V--- —_______________ -------------------------
------------- SCALE: 1/4" - V-011
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AREA TABULATION
>
MAIN FLOOR PLAN1538 SQ.FT. 4.3 u _
I I > Q
Cl
_ I
717 SECOND FLOOR C�. L t
SQ.FT. u
1 I I cM i '-'
3i
cl t
TOTAL A/C AREA 2255 SQ.FT.
___________ _____ I
a 1
----- s'4 J Of
------ FRONT PORCH 2SQ.FT. � N
9
1 , co
LANA! 243 SQ.FT.
13-2/^ 3.-0/"
t 13'-7y2' I
GARAGE 414 SQ.FT. a LL
23.4" 12'-0" 2'-6' BALCONY 153 SQ.FT. 0°
51'-5yZ i • JOB NO. 04-B1-0034 ■
1 TOTAL UNDER ROOF 3157 SQ.FT.
Pine Key
t DECK 107 SQ.FT.
I
I
99 SQ.FT. SHEETTITLE SHEET
SECOND FLOOR
I
t ,
I
L
TOTAL AREA 3363 SQ.FT. MAIN FLOOR PLAN
_ t 1
' L ,�
i
� N
A
m � o
Periods only used on one word abbreviations, if the abbreviation ' m
4D ABBREVIATIONS BIT•is a different word b itself; e, . ARCH., , and LAM.GENERAL NTTEPeriods are usually used when abbreviating multiple words, unless they SHEET I D S m 2 E .
are very common without periods; e,g. AFF, HVAC, R/A, and WN.
o€ � =
L-- W,t d d
A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL
1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING 8 ROOFING A aav ABOVE P F.B. FACE BRICK P P.BD. PARTICLEBOARD
Ordinances,and Regulations and 811 other authorities having Jurisdiction. A1C AIR CONDITIONING F.B.O. FURNISHED BYOTHERS PC.CQNC. PRECASTCONCRETE
ENAMEL
ARCHITECTURAL
ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL �
A. Vapor Barrier shall be applied on all exterior walls. install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK)
requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER
2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING
B. Install#15(min.)felt under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) A4■O COVER SHEET
FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE
10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PATER
No staples alloyed. AGG AGGREGATE FLR FLOORING) PNL PANEL
A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND
A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) 0
ROOF: 40 P.S.F.Live Load ( 0
10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) GENERALNOTES
ALUM ALUMINUM FIND FOUNDATION
A.P. ACCESS PANEL F.O. FACE OF PREFAB PREFABRICATED
Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5'(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4' APX APPROXIMATE FP FIREPROOF PSF POUNDS PER SQUARE FOOT w �_
PSI POUNDS SQUARE WCHEngineering for all structural details,sPecifications,and notes. .20gauga aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIREPROOF Bi88 PTN PARTITION
ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED WOOD) LAYOUTS > o>
A.T. ASPHALTTILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING
AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) f�
3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT A2.O FOUNDATION PLAN
AWNG AWNING FUR FURRED(ING) PWD PLYWOOD
A. Foundation types and designs may vary with the individual pendnent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown Insulation
each tot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior onto unheated B �B36 36'WIDE BASE CAB. GA GAUGE Q Q.T. ouARRYTILE A2.1 MAIN FLOOR PLAN
where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All Insulation to meet HUD minimum property specs. BD BOARD G.B. GYPSUM(WALL)BOARD
BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR A2.2 ROOF PLAN
structure or gas mitigation due to these occurrences. R-11 Batts at fireplace chase walls and under fireplace unit BIT. BITUMINOUS GD GRADE OR GRADING R RISER(ON STAIRS)
SLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURNAIR
BLDG BUILDING GFI GROUND FAULT INTERRUPTER R.B. RUBBER BASE RAD RADIUS A2.3 FRONT & RIGHT ELEVATIONS
'- !r
BLK BLOCK(CMUs) GL GLASS OR GLAZING
B. All design,revisions,engineering,installation and liability Of sort conditions, mitigation BLKG BLOCKING GLBK, GLASS BLOCK
RBL RUBBLE A2.4 REAR & LEFT ELEVATIONS C
9tY 9 R.D. ROOF DRAIN
BM BEAM G.L GALVAN[ZEDIRON
and structural designs due to inadequate soils or landfill oCCUrences shall be the REFR REFRIGERATOR =
responsibility of the'Builder-Developer'oriYSsubcontractors involved with the design and 7. DRYWALL B.M. BENCHMARK GT GROUT REO REQUIRED A2.5 INTERIOR ELEVATIONS
- installation of such;and the Architect shall not be held liable BFPASS(DOOR)
abte or responsible for their RES RESILIENT riy
implementations. A. All walls to haveY'gypsum and all ceiling t um y,ceiling board unless BRG BEARING H 4rH 42'HIGH(WALL) REV REVISION(S),REVISED .,. �.
2 9 +1 9 BRK BRICK HB HOSE BBB REINF RFORCED(WG) ELECTRICAL �1
noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING
BSMT BASEMENT HO HEAD OR HARD RJ.B. REINFORCED JUNCTION BOX
B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RALING
C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE
per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM Roots E11 MAIN FLOOR ELECTRICAL PLAN
B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING . co
H.M. HOLLOW METAL R.O.W. RIGHTOF WAY r'
8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET_ HOR2 HORIZONTAL Q) ti
D. Soil test must be approved by Geo technical Engineer prior to footing pour. CEM CEMENT IN CO �
C C.S. CATCH ( )
>=
HR HOUR DETAILS
CEA CERAMIC H.R. HALF ROUND(WINDOV4Q SC SOLID CORE(DOOR) C
9. DOORS&WINDOWS HS HORIZONTAL SLIDER S SCH SCHEDULE CM
CF CUBIC FOOT HTG HEATING ca CO
E. All concrete footings are designed to bear on minimum soil pressure of 3000 s.f.and SD SMOKE DETECTOR
P CHAM CHAMFER HVAC HEATINGNENTILATIMAIRCOND. SEC SECTION
shall be placed on firm,undisturbed soil 3'-6'minimum below grade. Contractorto A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUAREFEET _
reinforce concrete footings and poured concrete walls as required forspecific soil conditions C.LP.CONC. CAST IN-PLACECONC. ADA FOUNDATION & WALL SECTIONS � 0 LI-
SF.GL SAFETYGLASS m —
ortotal codes,whichever,is more restrictive. B. Doer and window Infiltration shall be in accordance with local ordinance and shall meet cIR CHICLE I.B. IRONINGBOARD u- T`
performance standards ANSVAAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER S.G.D. SLID U40LE GLASS DOOR ISH AD.2 ROOF SECTIONS _�
SH SWGLEHUNGORSHELF(VING) V rZ-
and the CRF shall not be less than 55. CJ. CONTROLJOiNT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF °r7 Q?
CK CALK(ING)CAULK(WG) I.M. INSULATED METAL BHT (DRAWING)SHEET AD.3 MISC DETAILS m !8SHTHG SHEATHING
F. All concrete shall attain a 28 day compressive strength of 3,000 ps.i. CLO CEILING CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR4 o
CLR CLEARANCE) '"T INTERIOR SKL SKYLIGHT AD.4 MISC DETAILS ! J--
C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR
FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE tCO
G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes cM CENTIMETER(S) tJ JT DONT SNT SEALANT AD.5 MISC DETAILS
encasement of utility lines is required,Increase slab thickness at utility line. Install CMU CONCRETE MASONRY UNIT SPC SPACER
SPEC SPECIFICATIONS O
utilities lines well below slab. C.O. CASEDOPENWG KD KNOCKDOWN(CEILING)
D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN SPK (AUDIO))SPEAKERS
S STP
and head Hash all windows and doors. COMB COMBINATION KO KNOCKOUT SST. STAINLESSSEEL
openings)• STD STANDARD
H. Provide isolation joint material(asphalt impregnated)between foundation waft and all stabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE
Including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE
STL STEEL
CONST CONSTRUCTION
10. MECHANICAL&ELECTRICAL CONT CONTINUOUS i LAM. LAMINATE(D) SSO STRUCTURAL
CONTR CONTRACTOR I,. LAV L LOCATION
SQ SQUARE DIMENSION N
I. Provide'Zip Strip'or tooled control joints where indicated on the foundation plans. cORfl CORRUGATED L.B.C. LOCATION BYOTHERS SUS SUSPENDED
A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER S.W. SHEAR WALL
LIV LIVING
bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET LL LIVE LOAD T TREAD(AT STAIRS)OR TLE
4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt CRS COURSE(S) LP. LAMINATED PLASTIC T T.B. TOWER BAR
CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED
CST. CASTSTONE LT. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD i O
A. Laminated veneer lumber(LVL)shall provide the design values equal to orexceeding the C.T. CERAMICTLE LTL LINTEL T.CJ. TROWELEDCONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED.
following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAIJ VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS)
exterior. CX CONNEXTK)N LVR LOUVER T80 TONGUE&GROOVE
2800 psi In Bending,Fb CY CUBICYARD TEL TELEPHONE
285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent D 1r0 12'DEEP M METER(t) THK THICK(NESS)
MAX MAXIMUM THR THRESHOLD
2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAW MAS MASONRY T.O.C. TOP OF CONCRETE
DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION
B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINECABINET T.O.M. TOP OF MASONRY
stress+875 p.s.l.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0'inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW
Otherwise. DEP DEPRESSED MFR. MANUFACTURER TRORTRN TRANSOM(WINDOW)
DET DETAL MH MANHOLE TP TOILET PAPER HOLDER VARIES
C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meterto an exterior D.F. DRINKING FOUNTAIN MIN MLJIMUM TV TELEVISION OUTLET OR LOCATION
remote water meter reader at a location to be approved by the Water Department The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL
1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DDM DIAMETER IDIMENSION
MISC MISCELLANEOUS
a buildingIn accordance with comments and recommendations as published by the Truss and installed b the electrical contractor.The cable shall be copper a minimum#18. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR)
commentary Pu Y PPe
Plate Institute. The water department shall make the connections. D.L. DEADLOAD MM MILLIMETER U UNF UNFINISHEDON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTMOTHERWME DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY
D.P. DAMP-PROOFING M.O. MASONRYOPENING
DR DOOR MOD MODULAR VS VANTTYBASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD.
2 i'high density T&G.Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRS MARBLE v V.B. VAPOR BARRIER
2 ( DS DOWNSPOUT
2413 , Exposure 1,with sealed edges. Install per manufacturers'spacing and edge Mn METAL vB36 36•WIDEVANiTYBASE
recommendations. F. Water service shall be 1'minimum from each exterior shut off valve. D/S DRAWER STACK(MIN" MT MOUNTED(ING) VERT VERTICAL
D.T. DRAINTLE MULL MULLION OR Mut VIN (SHEET)VINYL
DTL DETAL V.S. VEGTABLESWK
DW DISHWASHER AI NIA NOTAPPLICABLE V.T. VINYLTLE CO Cn
3• Y'underlayment(minimum)under vinyl or tile on wood frame floor systems. G. All shower head heights to be 80'AFF at fiberglass showers and 84'AFF at ceramic DWG DRAWING N N.I.C. NOT W CONTRACT W_
showers. DWR DRAWER NL NAILABLE ,�+ W3630 36'WX30'HWALLCABCC
NOM NOMINAL Y Y W WIDE OR WASHING MACHINE
4• Min'%high density O.S.B.wood roof sheathing With'H'dips.APA panel span rating shelf EB EYEBROW(FIATARCH) N.G.V.D. NAT.GEODETLUICVERTICAL DATOM WC WATER CLOSET
j
be 24/0.exposure 1,with sealed edges.Install per manufacturers!spacing and edge w0 WOOD
recommendations. E.F. EACH FACE i
recommendations.
IMPORTANT NOTE: EJ. EXPANSIONJOINTO OA OVERALL WF WIDE RIANGE(STEELBEAM)
OBS OBSCURE(GLASS) WH WATER HEATER
ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALLHUNG ! _
D. Roof truss s stems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES ELEC ELECTRIC(AL) O.CAB. OUTSIDEDIAMETET WI WALK-INC IRON
OSE
Y E.P. ELECTRICALPANFI
designs prepared under the supervision of a registered professional engineer. ' EQ EQUAL O.D.-DOUTSIDEDIAMETER GARAGE
WIC WALK-IN CLOSET
REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.O.D. OVERHEAD GARAGE DOOR WIN WINDOW
E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W/O WITH OR WiTHOIrT
PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & ExG EXITING OPNG OPENING WP WATERPROOF(ING)
OPT OPTIONAL W.R. WATER RESISTANT
E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to budder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUSTapproval of roof trusses and beams
EXT EXTERIOR OSB ORIENTED STRAND BOARD W.S. WATER
NSCOTSOFTENER ATTIC VENT C
WSCT WAINSCOT
W.T.W. WALL TO WALL
WWM WELDEDWIFIEMESH
F. Min%6 exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit
paneIs and cedar siding.See elevations for locations.
G sill.ssure Vested(umber to be used where wood is in contact with concrete and for 2x4mud SYMBOLS FORMULA:
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING
H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. 1
indicated on the plans.
® EARTH PLYWOOD BLDG. CEILING (SF)X 144 =BLDG (SQ. IN.)
ELEVATION KEY OR SECTION KEYj
SHEET NUMBER `' ='` SAND OR GRAVEL FILL ® INSULATING SHEATHING BLDG. (SQ. IN.)/300 = SQ. IN.OF VENT REQUIRED ;
SQ. IN. OF VENT REQUIRED 12=50%AT RiDGE&50%AT EAVES
WOOD STUD PARTITION ® BATT INSULATION ! �® o
DETAIL NUMBER OR SECTION KEY j
SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 AREA TABULATION g z
UNLESS OTHERWISE NOTED RIGID INSULATION
a
a
® BR,aKline
Cfl
WATER CLOSET MAiN FLOOR PLAN 1538 SQ.FT.
ANGLE
CONCRETE BLOCK SECOND FLOOR 717 SQ.FT. v s
CENTERLfNE :.Q..-71--1 TOTAL A/C AREA 2255 SQ.FT. 2
d... CONCRETE TUB/SHOWER
HB HOSE BIBB (FREEZE PROOF) FRONT PORCH 92 SQ.FT.
STONE 'T °'
LANAI 243 SQ.FT. C "
9— GAS UNE STUB `X
O LAVATORY
STEEL GARAGE 414 SQ.FT.
® '�.:. ,;,:.�,� ma E
d PENNY BALCONY NY SQ.FT.
® DIMENSIONAL LUMBER DOUBLE SINK BA 153
PERPENDICULAR ❑❑
—1-- TOTAL UNDER ROOF 3157 SQ.FT. JOB NO. 04-BS-0034
D PLATE BLOCKING
I L SINGLE SINK DECK 107 SQ.FT. Pine Key
ROUND OR DIAMETER ® FINISH GRADE WOODS
❑ ECON D FLOOR 99 SQ.FT.—
SHEET TiTLE SHEET
TOTAL AREA 3363 SQ.FT.
GENERAL NOTES
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