Paradise Court 612 WSW a te " ti
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040 am
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DUILD 5ET
f=RlTZ Pf-511)f-NCE
DATE:
�a
05/07/01
21'3 1/2 7'6 V2 1/2
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(4�ro`,'WR) I I I I I I m
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oN
41m 3'G
� N
FRONT
I I I I FORC1 F (411
LOWER)
11 I I 162 5ci ft
77
I ---- - - --- _ - - _ — _ - - _. _ _ _ —
I I I I S I I I
m N I I I I MAIN HOUSE SLAP I - - _... — — — — - I m
I I 1185 Set ft I !L.!
I I GARAGE (4" LOWER)
385 ft 1 I I I Q
I I I
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b I ► 17' i I
CL
I I I I {
S'4 I I 5TEP Up��
I I I I i t
w _ _ _ _ w _I I _ _ _ _ _. - - _ _.. ...... _ _ _ _._. — _ _... ____ — _ _.._ — _ _ ._ - - ._.-. _- _ _ _ _ ..__ _ _ ___. — - _ _
Q
— _ _ ._.,. — _ _ — _ - — _ _. ._._. — _ ___. .,.w.. _ _ _3r _._ _ _ ._.., _ — _ _ _ ._.... ._._... _ — _ _._, _ _ ._._. _.._. _ _ .._._.. ...– _ — _ _ — ..._._. _ _ .._._ _ _ �.. — — .-._-. �-- — --- — — --
.._..,
19' n 4 1
AC PAb d 60'
PAGE
FOUNDATION PLAN
DUILD 5FT 5CALF: 1 /4" = 1 SOOT - 2
(BIZ 9r+e A:DIse C—T
DATF-:
05/07/01
21'3 1/2
7'6
13'6 ' 2'2 8'10
N
N
O
CONSTRUCTION NOTES: v
5HOVVER TILE TO 5E INSTALLED
TO 7' - 0" AFF
BIPA5S SHOWER' DOOR WITH N
N
�o �� � I
055CURE GLASS IN MASTER LANAI m
TOTAL NC AREA — �
BATt-IROOM 1201 561 ft 2'2 !0'7 x 5'7 b
TILE IN FLOOR OF MASTER BATH N 21
TILE IN FLOOR OF HALL BATH 1
N � wl W/GOLUAALL a' 1'2 1/2 '�AM D (4
V
420 LIVING `
KNEE LUMN in U
WALL 2017 x 16' celuw9 0 —--- -
- � � coN =i
ro 7'1x187 0
KITGHMru 913 1/2 ►n 'o
107x I IS 3'G 112 '62 p
'8
37 1/2 ENT
8'81/2
co
IN US2K
N - p HALL
m CWE480 IME WE61E N — b"7 1
3N `eososz' "s
TUC E
' N Wadwr OtaOnc Ayrr Sed Told $ � ( \
5ATM lrr�1
r'lo 1'6 3'10 79x5' N
ATTc AGCE55-DECK FLOOR OF m CL05CT
ATTIC W"P6t✓ D 7
2 5'x 5'1 1
I 004HALL. 21 � LU
J'10 1/2 000 LAUNDRY Ws x a�G
` i Q 7'3 x 5'I a W M V J
\wn/ TOP AT d-S!W mAw F
b p01 ( GARAGE r' 412 2'a 1/2 " `�!/
I
167 x 15'4 e �
{ a N
I l� U) � \ 2� 2213
X `saf
MA5TM BA H L. MASTER BDRM 1
D03 x s 1 1'1 1 x 15'4
� b N vos �.
b f
BEDR DOM BEDROOM ...
17' 1 z'a 1 as s'1 1 x 1 17
pd3 scoshave. � i
N
1 2
�� e'7 19
2' 112 $'3 112 2'10 2'6 112
2'a r asllo�
54 1/2 127 1/2
19' 1�'�
�a
PAGE
FLOOK PLAN
3
�U(LD 5ET
KCAL :
114" I f()OT
DATE:
ROOF PITCH UNLE55 NOTED TO r — ...-. — ._.. .,... .,_.. — -.... — — ._... .� � — �. .,_._ .�..,,,. ._,._ ._.... .....- — _.._ _
6P 7:12. ALL INTERIOR 05/07/01
,
PITCHES TO BE MAXIMIZED A5 _ w /
4:12 t FLAT CEILING ` ! � i
1 f
ALL,OTHER CFIWNG5, NOT I J } m
NOTED TO BE FLAT
LANAI ~ CATHEDRAL CATHEDRAL f i
TOTAL A/C AREA ! /
201 5q ft Q i \ �c�ILwG �i cer4lNG �. I
` U
o C] �, KOL N f r FLAT CEILING
42"
i tL
`LIVING >`Lj
KNEE
COLUMN �� PORCHwL
CATHEDRAL CEILING /
o a I KITCHEN PLANT 5HELF
O
PLANT 5HELF
1 ., .. ..... .. . ,. . . � HALL �
8`FLAT CEILING
r
Li
I
,BATH \ � f
8'FLAT CEILING 6LO5ET /
FLAT CEILING /�� \ CATHEDRAL CEILING
�� I z.� _.,.... ........ ...,.. .w.. _,._ ._._.. ,.�,,.. bath andVault ntinues claxtoy6r --
wnir !
{ 1
J1101/2 i LAUNDRY &TEAT C91UW Ce HeOM
1 t
—GARAGE
9
8'FLAT CEILING / \ _ _ _ �_ 1 `)
(TRU55E5 `� tt'' tt
! DE51GNED FOR 1 8' FLAT CEILING /, ( \ MasT BATH
MASTER 5DRM j W
f 5TORAGE) 8 FLAT CEILING � �(�
R O f CamtoRgL
( J
COLING
! BEDROOM { BEDROOM
1 CATHEDRAL i
! ! O \ CEWNG
{ � i
DOOR 5CHEDULE
WINDOW 5CHEDULE868 REMARKS
QTY 51M GOD REMARKS NUMBER C T1' 8 THICKNESS CODE HTE COLONIAL DOO 2 2 2 ! 3/4 2868 6 - PANEL STEEL DBL BORT"
2 303p MARK 5p-WHM
6 DO I 16070 1 3/4 160'70 PANELED 5TEEL GARAGE DOOR W/IN5ERT5
3060 MARK 50 WCOLONIAL
I 4020 MARK 5p-WHTE COLONIAL-OBSCURE D02 1 5068 13/4 MARK 50-WHTE COLONIAL
I 4368 3�8 6-PANEL 5TEEL WITH 510FLIGHT D03 4 2068. I /8 6- PANEL INTERIOR
D04 ! 2068 1318 6 - PANEL INTERIOR_POCKET
D05 I 2668 1 3/5 6 -PANEL INTERIOR- POCKET PAGE
ROODOG 2 2668 1 3/8 6 - PANEL INTERIOR
D07 I 2868 1 1 3/4 6 -PANEL INTERIOR- POCKET
DOB 2 2868 13/�F
C. -PANEL INTERIOR SCALE:
CALE. 1 /4 11 OT
_ 1 �("�
BUILD SET � J l
iz P-1e A Ti s E CT.
H
DATE.
05/07101
ttN^!!
LV
ELECTRICAL NOTE:
N
NOTE THE CAT-5 CABLE OUTLETS N
IN EACH BEDROOM AND MASTER a
BEDROOM LANAI
o
`°
EACH "RUN" 15 A HOME RUN
� � N
YOU WILL NEED TO CONFIRM �..
f m
LOCATION a a �
WITH THE BUYER THE _ �.
E THE TERMINAL END " 1 \\ � t "
p � m
CABLE OUTLET WILL BE IN THE KN
LIVING
N a
pWALL ro cea i--�� PORCH Q
PLANT SHELtw
N� ` _ OUTLETS ON PLANT 5h1ELF
LO Nei
KITCHEN
\ O ��\ eNT
a
C wr. I
HALL
� CwP180 WPTJo r G12......
cl rue
_ I ;rh.r pred+c Orw' Bi PI T $ / m a,
0 MALL y
1,10 1/2 LAUNDRY � / 1 ` Q)
Lu
GARAGE 1 \\ �
i
MA5TMOATH 5a MA5TER BDRM
/ f BEDROOM BEDROOM /1
b v 5q 5D CL_
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— - - - - �
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PAGE
fJK5T FLOOR ELECTRICAL
5CALE: 1 /411 --=w t FOOT 15
BUILD 5ET
(�I Z QaeA T-7>1 se Gr .
fKONT NICHT ELEVATION5 DATE;
5CALE: 1 /411 = 1 Fool
05/07,01
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BUILD 5ET
��Z �47�15E GT
REAR LEI I'" ELEVATION5 DATE:
5CALE: 1 /4" 1 MOT 05/07/0)
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BUILD 5ET
60'
19' 11` 21'3 1/2 7'6 f2
, F' ------------------------------------------------- ——————————
1 ----------- ————————————————————————— ----- 1
cu
I 1 1 1 I I !
� I I LANAI I I I I I I
I I (4' O ER)70 sq I I } I I
1 ---4
I I I I } 1
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r--- ------------i I I 1 !
cv I ) ! I I
6' 4' 3'6 ! 1 } I
I }
I
aD ! a 1 I
FRONT I
PORCH (4 I
.� ---------- — 4. — — I ► i i LOWER) i °°
1 � �, — � I 162 sq ft I 1
+ ----------------------- —� I .V _ I I I I
!cu
CY) -- — f7.-7--A �. S
+------------a I
C3 L i
1 1GARAGE (4' LOWER)
I ER -------------�
I 1 385 sq ft I
I +i !
1 } 17' 1 1 5 LO,10 oll 6wvvicsL. 1R orc i 1
� ;� I I I QWf` orv1 L Q 5oiL Pim'
I 1 I I � � I
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IL---------------------- — L------------------------------ - -- -------- ----------------1 !
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----------------------------- — .------------------------------------------------------------�
19' 41'
AC PAD--k60'
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTIONN � Fooritias �
PROFESSIONAL THAT IS FAMHJAAR WITH THE HISTORY OF THE SPECIFIC
CONSTRUCTION SITE OR THE GENERAL AREA OF THE CONSTRUCTION SITE,THE I I- - — -- -
UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST(TWO).25 FT.DEEP
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE I :
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (LE. ORGANIC SOIL ,
UNCONSOLIDATED CLAY, .ETC ) THAT MAY CAUSE FUTURE DETR5M4TAL
STRUCTURAL SETTLEMENT.
HOWEVER,(6)-FT.DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
THE DEPTH OF SOIL EXCAVATION AND BACIGU I_NUMBER OF BORINGS SHALL
BE RECOMMENDED BY THE SOIL ENGINEER
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED(LE.25 FT.DEEP SOIL
BORINGS)THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:_
TIRE UNDERSIGNED(LE.ENGINEER)BAS NO KNOWLEDGE OF ANY SUBSURFACE
SOIL.CONDITION REPORT;THUS,,ALL FOOTINGS ARE DESIGNED AS SHALLOW
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXEM M BEARING PRESSURE ISL
OF 2000 PSF.IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER
THROUGH SOIL REPORT OR SOIL REMOVAL , THEN F.NGIN'EER OR ADT#n q QYAji Se CA+►e CAD FRE NAME
UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVLSIONS � - c , ' �[•.
(LE.MAT FOUNDATION OR PILE FOUNDAT=q MAY HAVE TO BE DOLEMENTED DRAY"NO,
PRIOR TO COMMENCING WITH FOOTINGS WORK
mr ma
A1�D10� L,IG SNEEF ND. I a
� 1
1 I ♦ 1 /� 1 /� I
I 1 `♦ —CATHEDRAL
1 1 ` CEIL0IG 1—�I CEILING//
/ I
j 1 ♦ I // ,/ I
/
v �. / FLAT CEILING %
PORCH /
1 '
1 _ -______ PLANT
•I i /' CNTRT
- --------�- / --——
r-_^-- - I '
pLIWT SNEyi HALL // I \
20• / I
--- F O'FLA�.CUL.IIIG•,/
,1V T G040r 1�0M ; ` ` • -ATN '
Cd tjI�! El 0-1 1 T e'FLATFLAT CE1,T,'/' ——
tot �y.j to Q 4 g FLAT ILiNG , _——__—_ both IpfrS I 6�11
1 1 miw I
space ^ 4,0"o•L 1 1 T I I I \\ I
ICATHEDRAL/
CATHEDRAL � CATHEDRAL/
/ '
_ ^!L_
For I --- CEILING
I �V,�. &CLt �1A // 1 `♦ IMM MU MASTER TORN
I 8•FLAT ILING/ I a,FLAT CEILING
/ ♦ uwcww // I I
CATHEDRAL
41& CEILING
circ / 1
/ 1 V
W/Ccu" FLAT CEILING
-----------------
I _w 1-------- --- WS I
---------------------- PORCH ,
See d�ZL.Q I �
tar 66 of s6► et.#10
y � r fur Cor'rer golf' I I 1 � I
- � �e F 0 Ins ,i�• i ---------_— —_—_— PLANT SHE
— /
r------- _-- r— ------------------I I I / ENTRY I / I
I I ------- / I
I PLANT SHE�F -^------^--`--- / I
4 �--- ---
HALL
I
i — $' FLAT CEILING // i
• T I
I I
1 I BATH
I I 8' FLAT CEILING ,It[ZIP
$' FLAT GEI G CZI�SE j/ CATHEDRAL CE IN I
\4—— —————--————1FatAt -eenthrnr+Ie-,
bath a d close
1'10 1/2 1 1 LAUNDRY �" // I t I
I
- --r._----------- GARAGE
I / 1 \\ • I
1 8' FLAT CEILING
I (TRUSSES
I DESIGNED FOR 8' FLAT CEILING / 1 \ MASTER BATH MASTER BDRM I
I STORAGE) Q // I 8 FLAT CEILING \
CATHEDRAL
I
I
BEDROOM I BEDROOM
RO
1 � I
CATHEDRAL
I / I O \ CEILING
/
1 -- ----------------\ ----- --�-- —_.—_ !
L----------------------.....-- r � ---------_.- _T _�
� : 1
TABLE FOR SHEAR. WALLS FRAMING W t l S LA y o u� 4W a
(GROUND FLOOR)
THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOVANG CRITERIA UNLESS OTHERWISE
NOTED IN THE TABLE-
A)
ABLEA) WOOD SHEATING TO STUDS NAILING SHALL Be 8d COMMON NAILS.
B) GYP. BOARD TO STUDS NAILING SHALL BE 5d do 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOARD
RESPECTIVELY.
C) SOLE PLATE-OONCRETE SLAB ANCHORS SHALL BE 1/27Ix 10" LONG ".-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS
OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
ADDITIONAL NOTES: GMRAL MGM:
REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR BE
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING 1) FOR LOCATIONCLOUDED AS 1 . INDICATE LOCATIONS WHERE HEADER BEAM SHALL
BOLTED PER DETAIL "B" ON SHEET #10 1. Roof Pitch shall be 712,overhangs sball be 24"wide(®azimnm�
/el 7/16" OSB SINGLE 6" / 12" 60" O.C. 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL
(BLOCKED) BE BOLTED PER DETAIL "E" ON SHEET t10 . 2. Roof trussed shall ll be designed and fabricated by a certified In tm*products
3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON company. ,
7/16" OSB SINGLE 4" / 12" 6(" O.C. SCHEDULE "A" ON SHEET #10 . STRAPPING WILL BE ADEQUATE To RESIST SHEAR FORCES
(BLOCKED) ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. '
3.
4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
�QOF TRlitt�and girders shall be designed and fabricated by a cel�{j�lumber
HAVE BEEN REDUCED BY 18X TO ACCOMODATE THE USE OF ;#2 SPF GRADE OF LUMBER FOR company t where noted otherwise on the drawings.
WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT Pa Y ezce P
CONNECT STUDS TO TOP PLATES, SHOE PLATE. SHEAR WALL HOLDDOWNS AND TO STUDS OF r,, 'Z P T��S E c,r •
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED 4. Set sheet d 1p for lumber specs,naffh4&etc.
cnn FxE NAf1E
ABOVE. 6oT #1'1 Parwlise c+ve
5) FOR LOCATIONS CLOUDED AS G). INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED JpK, B � FL O1"Na
AT TOP do BOTTOM AS SHOWN ON DETAIL "A" ON SHEET 00 .IM.I.I! A�Fl101.D.W
--- A"00140 ft LA SHMr NO.
g ro I LOUIS GABRIE7. P.�
- G) 5/I�/off
ROOF TRUSS •w••-•+ trumaL
r• ^°°' P",,+,••tom
DEgiEIN IA SCH I ULE "C"
ON Kepomm STUD owma AMD•SPALwNO
WE L QADSt .."."».. ...�.-..•.,..,."..."..",q�/6q.L WALL I WE HMO I SKID SUE SPACING20 gcL 2e long
ROOF.,.....,...".-"«•
ew.+.a■rvbn
AT n Y4
-- wIq VELOCUY 89E-16Y 1G0 MP.N. 10' TM 1*'-0" 24 16" �eel
SEISMIC LOAD (PER!!0-•1967 EO�DM)..•- ••••- �PEAK + 14-1 IM 16'-6" 2A 14" T •+`w
Nt:R STRUCiURAI. N TES• te'••o�twtu HtH:'-o" o 11" WXY!211 +r
1)8 15 YK THIW OF INE EMM at i x VANS wm HE *** IMIE PLATri FIpOHT W +&
REQUME"M of TRE WTFIOWO W"
Mamma AND pCCIHPANCY.ALL OONTRACTORS awl w THEN wm IN COWaORI#m ,� SPAN LENGTH OF 711E STUD.
WITH AL APPLICABLE CODES NO NWAAMM IV HOLM. OONTINOUB BRACE CAPABLE OF 1RANiFOW
•LATERLARDS TO WAR WALLS DOER 9667 sc�z-s ulco•N c
AL
2)�� vWy ALL MOM AM D61EI ONS AT VIM:JDs SUE mm THEN IWSGHW N.[6HOMM1 APOIN DOES NOS
WMLI AMY.
3)CONiWAmmhC1DR�FYI LOGITS M� GUN D SAW "
S lz "D ~ co re sue-
BE 0=0 N JOVp D � jj q O cm III a MgMN ON"WAM Pq> tL PDIt OPom 81MLL sE m roltdMS POR ML IOM6 vF NIS
4 THESE 006LR1ENTS ARE THE PROPpROP SOF MND AMY NOT OE LgE'D OR AS GIFERw18E IIOn® ORAwNMiS) f,.:.•r $�! 't "y:.•'; '36 r+ 'Y :y y::+?� :x.' . .
g0*QpUEO NIHIOUT WIDTH ' {'-0• 5'-i"
�°�0� oPENIND --• .
IIP TO 3'-C ',�-1 1HMLL1 THRU 10!-Or �.. .
5)�'DEa�s MND 101a o'f T °N THE SITU " asam''o BE RE"PM�IL"° ,* p}MI�, (3}�llllo'/ (mix• » » EXTERIOR WALL OPENINGS POST STRAPPING -
Swu K TO MR �°' BTMILM 'DN SCHEDULE A
DIIvT WHERT:A DEFERENT am w SHOWN. - TDP de BOTTOM
0)SLwmmx:SOIL CONOl" wow"w" B NOT MIALA L FGLINDAnoNs WERE LIESM6ED aAMe # aw�p)SIIN6 of tO wwE ER[A'i tNEtE 6F�rwL Twp caIMOEwto STRAPP DO o TOP H BOTTOM EXCEPT AT aN,T,sa
FOR A Rood PSF � BEARwG oA�AcnY. carilRAt.•Tat siMLL REPORT ANY D1FFrTMNG *. wlnl A 1 PLYwnoO FKlE1t AIRY eE USED IILSrEAD of GARAGE DDDR � OTHER LOC�►TK)Ns SHowN DOOR JAMB
CONnmoNs 10 THE DESK 0 POR To COMAENCws"m 3 PLATES �ABOVE• ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE � S`HEET �� °;�� DRAIMNGS ANCHORAGE o TCP do BOTTOM RIA JOIST OR eEAM
7)IT 0 THE OWrRwmn su Rumamtmr To mum"EREO, PROCEDURE AND **.simis SHML 11E cmmm FIMIM TOP PLaEs To am mu OF BEARING WALLS PRE-ENGINEERED FRAMING arm
SEOLOU To WSM THE SAFELY OF THE GUMMING AND ITS COIM'o1IENf PMTS MM
Eao1oN.
CORE vwSm
MMOTION NOTES: TRUSS No. OR UPLIFT TRUSS TO TOP
DESIGNATION � (Lbs) PLATE OR TO STUD TOP PLATES TO FOOTINGS GATOR NUT u6E PRODUCT coag RTPGA63b,
"SEMCO", TIE
i)Ml CAST w PUKE CONCRETE (EKCEPT SLAG ON SIW1 MYTIE A Mw. OF 3000 P1tif GrAxTOrRMMI •
(,'pyPRESSNE STRENGIN 9 2B DAYS, SLABS ON WIDE MAY O QOMISTRUCIED W/ROD6 PSI OONC M
2)WIVS SHALL BEAR BELOW MUM A WPM SOL Me"OHER 1HE SURFlCIN.SOL as iP011 ALL TRUSS ENDS EM STRAPPING.*_7.OL
5TRUCTURAL CW TO A OEHISITY OF AT LE41 ON OF UMMaIWp PROS= MIS M EXCEPT ONES 0-620 PRODUCT CODE HCPLR 1/2"• GATOR BOLTS SPACED AS TOP
ORY OBNeRY{MRM D155�A OEP1N O A7 LEAST ONE FOOT 0 Q Bt m THE wrm OF 1HE MOW OUTLINED 8ELQW "s'EA�ICO" STRAP SHOWN ON SHEET ACt, � 110 f OF WALLS thLT.ta
S)BEJWWG MATERAIL'•THE rMI NGS SHO U BEAR w EITHER THE OWING FINE SANDY solea, " �
Wr A WILL REOLIRED PROPER COMP X �A tw&,Fo In w ___ .. ._._ _ aP U oPRODDUCTOR xe POST
CODE PMQA
IEVEI SOILS, AFTER OptPAC'RON.� Ali E2z. �
PROOM -DRY-DEN611Y(ASTM M10-
4) ANG StEEI SHALL BE ASTM M616 olUlOE M S1EEL OONPORMING 111 AC1 301, -21-620 ((2) PRODUCT CODE HCPLR 1/ 'i GATOR BOLTS SPACED A5 ?_ UHI_
ACT 315r ACI 316 AND L AMNItAI OF STANQNID I* 87ME, LW#O EDUIDNS, sEMCO-. TWISTED STRAP SHOWN ON SHEET jq 190=1 BOLT ,;., DRILL 6• INTO CONCRETE
q st
5)ALL OONiwWUS VEIWA AND ►IOlMMGNTAL RDNFQRCw6 SREEL N FODTwOS 9FIALL BE
NOTMIhL E OF 36 BI OR 24.YiMMCHEVER I l�iFJITER UNLESS pOST STRAPPING O BOTTOM
GATOR COUPLER B• (KT.S.>
6)THE WL CONCRETE cm FOR SHAD• BE S Im. MAN. FOR
FOOyRowm= -3 k4u POST STRAPPING
SAB� �� �.�M HOPT2 �� PLY) OR (oNE) 1/2'i GATOR BOLT LOCATED 1t1TTN1N CORNER DETAIL
7j HORUONTM. EEAIt � FOOTING BARS SHALL BE SENT 1-O"AtIOIwD OGRNER6 OR A21-T91S HDP1D �ODUBLt: PLIC 6" OF CENTERLINE OF TRUSS BEARING tN.T.sf TOP k BOTTOM
CORNER sARB WUH1 --o" LAP SHALL BE PROVM)EO. , NAILED WAIS) 8d cMlTsa
COMMON NAILS
6) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS. �C.�SITO SUPM
/
REMIFORCIIO SiEI:L. SUPPORT m WHK91 BEAR ON $�
SfViLL HMIE ENDS WHICH ARE PLASTIC TIPPED OR SIAM= SnEEI. (2) SGP3 "CICO" NAILED TO ��) t/Yi GATOR BOLTS 'NREADED INTO
v)ALL REINHTIRCWG DETARS SFWL CONFORM 1X1 MANUAL OF 6iTM1DARD PRACt10E FOR 1916-4600 TRUSS X/(14)-16d COMMON �%) SW3 �C0' HOLDDOWN5
vErAxlNo�O CONCRETE SIRUCrt n ACI 315 Lum EDUa UNLESS aETMua1 NAILS EACH BOL:ED TO IDP t/g"v GATOR 6aT GATOR BOLT SYS M
OTHERWISE ON THE SIRUCNRAL ORAWOM PLATES W/ 1/2"i UTIOR MOLTS PER SHEET rq
10 ALL COMRETE WSHALL BE w W AOCORWff M "THE: BLOW CODE REQU MM GATOR COUPLER INSTALLATION INSTRUCTIONS
FOR =AO 501,LATEST 90K MD %PEX3FICAT1ar1B FOR SWACI RAL CONCRETE * SEE TRUSS ENGNEEITING BY %f,1I,�71NE FOR TRUSS DES=4ATIOH_' 1) DETERMINE THE STARTING POINT AND MARK EITHER THE
ACIFORM BOARD BOLT LOCATIONS PRiOR TO CONCRETE POUR
1/S"i GATOR BOLTS SPACED 1 EHSPANSION JgNT IF "J-BOLTS` ARE USED OR BOLT LOCATIONS DIRECTLY
1 0 CAT0R BOL'U'S SPACED PER 1MHEET� ADDITIONAL I RECE89 SLAB J/4"x t0" MAGE � AON RE
HE USEDiIRDENEO CONCRETE IF t PDXY ANXMiOR BOLTS
i)CONCRETE MASONRY UMIITS SWY1.BE ASPM C90-75, MOW LOAD-6FN O CONCRflE PER SHEET/t0 •• AMIONAL s�w�' ( EXP. BOLTS sE NEEDED PER Ar OARAaE DOOR
m"R fps 1.. IN*PSI P"1,' NDRAAL WWO, WffH1 A Milk OMFRM HE•STRENGTH Ev�wA"L1�rABl ON NO=PER
J4 R4 OOHCTSLAEI w/6xa�no/10 rww.f. I $HEAR WALL TABLE ON SMIEET Pq I 6,Mbno/to awr. awy GROUT 2) CORNER LOCATIONS SHALL BE PEk DETAIL "L" ON THISOF I
2) MORTAR SHWt.CONFORM TO ASTM 0170 AND BE OF TYPE IW OR S. , I
611m WALL I •• '••• �� �., 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REWIRED
3) HORUGHTAL MASONRY JDwTB� Smi BE KV&4MM TRIT!'�'-TYPE 1W1N I
6 M1. UP AT ALL SPILCES AND PLACED AT EVERY OTHER BLOl3T OOLIRSE. MAX. 19 h Q.C.. 6xbMt0/t0 W:MG/. I � X'•;r" PER DETAIL •J" ON THIS SHEET AND PER MANUFACTURER'S
6 AIL. VA Omat aLFJ1N, I CONT,HOOKED OONCRETE FOOINNG RECOMMENOATIDNS, V
WELL CNMPACIED TREATED FILL I" BoboI ;, '� + Ls. I I 12` ' T AT CORNERS
1) ALL WOOD FItAIIHHG sHWl BE sYP+ NND MASTALLED PER AIM AND TR AND NA1M 04 RODS VERT ON 46"aX: el AT CORNERS ; - �+- -•T
Raj SPECEK'ATIONB FOR WOOD OdHISTRIICTgI1, 'f. MT. ROPE SHALL BE HOOKED 6"070 ITURN DOM SLAB DETAIL
1ABOLT RUN DETAIL TYP
7,)ALL SIMCPAAL WOOD AELWS SHILL WN THE FOLLOWING ft cow WF.8a FOGIM O 9OT1oM AND it wm SLAB }� r•!,+"i, s} CONT. "Dan.
I
•TOP. FOR HOfMM- JOINT Lr RgMIFOR T ( ���Z�1�� �TI SAT COMIEIL6 I O GARAGEGARAGEXhLT S
cHi6• aHO�c.•Aux) I i AM,vTOEEBR us= / 1
ILI
Fy 99 PS FV wops"'
Fal F 565 PSI E + i,B00,0D0 PSI 1s>fc " 4B• OR � � I MAD"REM .
Fo ■ 1,455 PSI CONSULT ENpINEER ':K .» •i7+ :'' I I
E " 1,600.1100 T"JI ( DOWN SLAB DETAIL I7X4 6LocMwo•IN[MlWO JOINT :4e OT R - "q�M-S.6 CONI.k�aL.40A6 1GP TD
3) ROOF A WALL>iiNFl1TM O INE BE•.7_xr16•aRENGL STRAND BGNiD6 (OSS ON DETiER, �" 1 FODTWG EXCEPT o GARAGE ( 4'F1"6�MSO M„N EwAL.4rr ao. MT"cH�oRO ►6 vE At NNW
SPAN RACED AS S110YM ON THIS ORA7N61ir . =� A RDDN CONT I 7/16"SLBUC1URAl ROOF INWATIIN6 2.4 MAW RAPIER CM- FOR x-IRAplla. 0x. Of LA t CLIP FOR 4oO Ip+
i ".. �. .��..........�-,-......�.....L .��.. —. ..� .,.. of LATCRAL iHEAR
4) TTo T�oR HR cDNrActpo um w"wF, Mt" j TYPICAL FOUNDATION DETAIL �� �� eummo/to w.wx. 6� go"am a QZ
CHORD or aAeLE
SHMLL PROMOS ALL FODING DENCEB INECE8SAR1r IMO SlM1ED FOR EApI `+ s 4 r+ I FAsaA 12d NAla .r as .
6) 4 !'-'+. ti.• +v . SIM IIIACMNti I ti. GHCRD OF OABLC LOAD (i>tRd M
Mt/WPL FABIEMNi 9UBJECC 10 MOH6iLRE pMlt sE HIDf-DIPPED WWMREn TO IWiM b /x DoueLe TOP Putt
• e I•-w as ,V
•''+��� (4)-•/6 RODS CONT: I tta�OW03F
'*ALL METAL�AND FABPoCATIOMIS SNAIL COMPLY WTRi ALSA. S�IGITIOHS.
fASTENNIO X to MOISTIHRE SHALL BE HCI-DIPPED QALVAIM MM To ASTM A-153 M 16"-"^� mM ICA6 CONT.TGP 10 I I p p
7) SOLID NM ALL JOIST AND RAF117i8 AT Pm OF sIIPPGRT. INTERIOR STEP DOWN DETAIL =Meow W 6 m I
___ _ __ I can 2+M wa FROM w 19 mM eLaa�+o .,r ase N
8) DREAD F TD BE USED FOR THE FABRHCA1W GF PUD WALLS MAY BE SPF 02 — —GATOR BOLT ••--- �oLE PMTS SHALL 9E _. — i ( �mmp
T t1 IIRU>�AND FIRST
OF Syp !w4 ICA6 W VERT I
ANCHORED 10 SLAB W/ MItM H Not mow To ECRM CONT.tn�I GYP.uT1 RAS
20 STUDS I/r*GATOR BOLTS SPACED GRACE.4I'aG
SCHEDULE "S" - MISCELLANEOUS FASTENING SCHEDULE IEW
o+e" o� PER SHEET -MA . NEMAODMDNAI ISOMETRIC BR
EXP. BOLTS Y BE NEEDED PER 131�6 I (�1R0 NlS9Oy�pNQ LATERAL BRACE TO
CONNECTION FASTENER NUMBER oR SPAWO to 0/10 w,W,F, SHEAR WALL TABLE ON SFIEET /q GABLE END TRUSS
(t}-W TOP Pu►Tc -PLATFOZ FRAMINQ-
TOP OR SOLE PLATE r0 END WL 16d COMMON R
t NNYIte 1 6R 0 44C oa CAD FitE NAME
,,., sI+4 stuns.was
5R1D to SOLE ELITE,TOE 5d COMAIDN •4 ,, +;"` , U:N6TH 0►x•-IRACMao
DOUBLE STUDS, FACE HAIL 10d COMMON E4 O.C. ", •• .., ,t uNImm MAY
DOUBLE TOP PLANES,FACE NAIL lod COMMON 16"O.C. :' �,+ Not 10 R.w umm cm sLoaallo.was MISCELLANEOUS DETAILS F O R
TOP LAP AND METiSEcmw FACE NAM• - 1�16d OR 3-104 OOMMON y.i . 1! 16 A.AOKO NA•SOMAS a wO'a IEIWEEN 4A6LE A FUST TRUSS
CONi�HEADER.TWO PIECES 16d COMMON 16"G.C.ALONG EA. EDGE ( '�H1oo6 c�Nr. PRDvl0O UKi"4ao�.aF sMtAR Lot -*1,7 pamcGse cooe.
DRAYANG NO,
�LY7l49D�LP� w ._ PLATFORM FRAMING a+x' —RooF - 7/15•on 8d MOMINTERIOR THICKEN SMDETAIL '1116 DSS►ON 1tT
GABLE ENT) olattN in APPRCVO
OA WTUAIEWN
WAW. - 7/16'OR =out Sd COMMON tYo" MISC. FOUNDATION DETAILS G HRrL. oN 4"11VtNxsa OA own eK 5io► LQuls GABRIEL P.E. sHEET NO.
ors 15