Paradise Court 607 <
LAJ
7Goo
DATE-:-.
F)130101
5/30�1
In
0
oj
oj
to clJ
Lu
>
Ll
WY OF ATLANTIC BEACH
]BUILDING OFFICF-
10
CITY OF ATLANTIC 9EACH
KANNING A ZONING OFFICE
pd�PECTIVE PAGE
LIVE5AY Rf-51DENCE
13UILD 5ET
DATE:
64'
5/30/01
5'1 1 112 12' 1/2 134 112 13'1 1 112 4'8 1'4
G12 5'10 112 13'4 1/2 4- 4
u
HOSE 131BB LOCATION cQ
1'4
ae
ty) .z X d4 4 4 4
13LW3A30 �Wg4w "I-
WK9430 w3GI2
j '41�— — — —
-I w"h
WALL TO CEILING
CO 6 BM43r.
3s*W.Fr�
0
OfrICrJBEDROOM/DINING ROOM
115x 10'4 u cq
KJTCHEN
OPEN SPACE AT REAR OF 13' x I U4
CLOSET
tit u-
WALL TO& 5 5/8-(VSe
rRE-CUT STUDS AND CAP
WITIM 2X-4 Ll MANT 5hrlr) 'p I
2'4 -9-21 — — — — -- — — — — — — — — — - 10
3' 4' 112 2'J 1 112
POPICH C)
31 42" KNEEWALL 137 x 147 o
5'8 -3' 0
_I X\ U) 'r
UJ
T LIVING Dow
112 )k 177 x 19�4
3! :j
S�l! 2'J 1 1121 114 1-8 2- 1'9 4�1
foym ENTRY
4'6 5'1 1 112 1 112 3" 76 x 5'1 1 917 x 4A
1- 2'4 Pl 0 1/2
H IGI �<— �
4'1 1 112 i)-/2- X/ 7 1/2 3'4 112 2'4
T cul
0
0"�Ory�
4'8 1�4
-J 5% 15/1 G U-j
179 x 14'
MASTER 13ORM
STEP UP LAUNDRY/ JL
5'1 1 x 6`2 imi
N5TRUCTION NOTES >
4t,
L PLUMB FOP,HALL BATH IN GARAGE WALL 0
0 HALL
L '3�' &I ONE LAVATORY IN MASTER BATH
I PI x 33 31/2 MOVE DRAWER STACK IN MASTER TOWARD CLOSET, PUT
KNEE 5PACE IN CENTER
006 Lu
GARAGE 40 GALLON NOT WATER HEATER
0
2 P4 x 174 DRAIN LINE TO HAVE BEEN INCORPORATED INTO 5LA13 OF
cli n
,/Xl I'G 112' LANAI -CENTER OF LANAI TO OUT51DE
'4 /1
ATric AccE59 NOTE LOCATIONS Of HOSE B1555
(IN5TALLft)WOODDECKJW,----0 /Lr s 24 TILE ALL AREAS EXCEPT IN MASTER BEDROOM AND MIDDLE
't 1 1 V I MDROOM
IN ATTIC) 12'1 x ICY)I NL- D07 BEDROOM
1'4 7/1 G vo I
APPLIANCE5 TO BE ALMOND W�)
BATH/ cl
T 2 4-11 42-1
>
all
BATH
r., Wl I BATH
c%j/x'V�4' CLEAR GLA!
CL05FT StwIllwd T*"t
5FT
4'1 1 .5*1 1 3
.212 14.2,
x
.22-
-- — — — — — ORAWEK KNEE
STACK _SFAa
z z 7 Z ZZZ 71 Y 7 .7 7 2 J 7 �l 7 7 7
4—1—1---- 1
M05E 51 BB LOCATION
SHOWER VALVE
2110 2% 3,10 8,8 34 112 3' 112
LIVING AREA
1395 sl ft
2 P8 112 54 G'& 1/2
64
58'
PAGE
OBSCURED GLASS f LOOK PLAN
BUILD 5f-T 5CALE: 1 /4" 1 rOOT 3
DATE:
5/-10/01
0
"d–
CATHEDRAL CE-I LING i,v
_4
orricriBEDROOM/lANING ROOM FROM ROOF 0
CATHEDRAL CEILING &TO U)
KITCHEN CATHEDRAL >%c*4
to, PITCH 15
7CATHEDW
CEILING
CENTER,vAULT IN 7: 12
ROOM
UNLE,55
OTHERWISE
PORCH, NOTED.
ALL
0
INTERIOR
LIVING PITCHE5
APT
101 FLAT CEILING MAXIMIZED.
FOYER FLANT 5HELf
I O' PLAT CEILING
0' FLA. T
J77-7.,771.1-14
r
MA5TER BDRM
<
LAUNDRY
81 "T
HALL L
81 FLAIT CATHEDRAL
CEILING
GARAGE CENTER VAULT IN
ROOM
L —1
15EDROOM
8' FLAT
8' FLAT
8' FLAT DATH
7- - -- -- r- ,,,
TRU55E5
DE51GNED ON
FOR.
BATH
ATTIC 8' FLAT DATH
/X,
5TORAGF_ _A�
K& "TT
5LOPE (
FROM 81
TO 10'
...........
LIVING AREA
139 5 5cl ft
R00f PLAN PAGE
BUILD 5ET SICALE 1 /411 MOT 4
FJ4-P_A T>S C 4fT
DATE:
0 5/30/01
v
RZCZ55M UGMT YO
OUTLET5 TO 5f
OFfICf/BEDR.00MOMING ROOM OC rYWALL
CAFftO ANO U-)
CENTERED OVER
t 1: KJTCHEN
KNEEWALL 240 APART c�
- - - - - - - - - - - - - -\-.
NOlt LOCATION Or WPM.'TV
CAJ=AND TLOLMHONE OUTLET j PORCH)
IN CL05ff 0
L LIVING
FAN TO BE IN EXACT LOCATION
3 Z iL
$ A5 IN MODEL
F"R
ENTRY OUITLET5 ON PLANT 5HELF
PORCH 0
wr
..........
J77 Q
/13
V
TV
CHEN
IVING
4&HIGH kLL MOUNT 7 MABTF-K 5DKM CE
LAUNDRY
4-
HALL 0 ELECTRIC NOTF-5:
$ PRE-WIRE FOR, FLOC)D
GARAGE
LIGHT5 TO 151! MOUNTED
IN 5OFFIT Lu
> ADD TIMER, TO HOT >
moploom
WATER HEATER
]:D 15ATH CREDIT FIXTURE ANt) CAP u
u $ OUTLff IN FOYER U_j
BATH
OATH
BEOP,0010 ,11
cop LO.SrTr
(D
_---4&HIGH
LIVING AREA
1395 sq ft
DOOR 5CHF-DULE WINDOW 5CHEDULE
NUMBER QTY WE Dt5CRJfMQN coot! REMARY.5 NUMBER CITY 5Izr_ DE5CRJPTION CODE RZMARK5
000 1 50G.5 EXT. 5UQERGLA55 MARK 50 - WHTE COLONIAL woo I 5GOG FIXED GLA65 I I - r."X G" GLA55 BLOCK
DOI I acca W. 5LIDEK-GLA55 MARK 50- WHTZ!COLONIAL wo 1 7 30GO 5INGLE! HUNG MARK 50- WHTE COLONIAL
002 1 GAWE 4-PANFL PANELEDSTEEL,GARAGF_ DOOR MTN IN5EKT5 W02 1 4020 LErT 5LIDING MARK 50- WHTf COLONIAL OB5CUn TEMPERED
003 3 2008 51X PANf!L DOOR,"W G PANEL INTERIOR W03 1 14020 1 LEFT 5LIDING MARK 50 - WHTE COLONIAL CLEAR- TEMPERED
004 2 28G8 POCKET 51X PANEL VWK RJI W 6 PANEL INTMOR POCKET 43 G__8 MULLED
W04 I I UNIT G - PANEL 5TEEL DOOR WITH SIDELIGHT
D05 I 30r,15 BIFOLD 2-PANEL PANELED 51FOLD
DOG ��8 5IX PANEL DOOK Kh W - Cm - PANEL INTERJOR 1 18010 J MULLED UNIT 2 - ROWS OF I G (3 2)0 X G"GLA55 BLOCK
007 1 2 20r.8 06�KkF_51i PANEL DOM"Wl G - PANEL INTFPJOR PQCKtT
008 1 28G8 . EXr. G-PANEL r. -PANEL 5TEEL- DBL.BORE f=IR5T I'LOOR ELECTRICAL PAGE
13UILD 5ET 5CALE: 1 /4" 1 MOT 5
6orl F(4P_AADI�U C-r .
fRONT RIGHT ELEVATIONS DATE:
SCALE 114" 1 MOT 5/30/01
CM
.......... U)
t
80
IM
------ Lu
I =T= i I
>
_L_r_. _T __L_ I
............. ...... tu
-------------
Eo
PAGE
BUILD SET
k)q Pnei4-oise cr-
NF-AR * LEfT ELEVATION5 DATE:
5CALE: 1 /4" 1 fOOT 5/30/01
Cii
C*j
e
7n
- ---- .....
IT�
I L
LU
If I
if
--.F- T- lu
I I -L-
I -L-T-
'Tri- If
-11 If I I
L=j T-J-7 L-T
�. ......... .
IF
PAr-X
13UILD SET
&Or[ PftkAt�>OE C-7--
Q41
71
M051!5155 LOCA'nON 14'
— — — — — — — — — —
- - — — --- — — — — — — — — — — — — — — — — — — — — -- — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
717
— — — — — — — — — — — — — — — — — — — — —— — — —
— — — — — — — — — — —
IF
I I PoRcm
CON5TRUCTION NOTE5.-
(4m LANAI
(4
PLUM13ER MU5T IN5TALL A DRAIN ON LANAI
LOWER)
IN
CENTERED IN LANA] 5LAB Long)
NO REAR PATIO To 13E f3UILT in
LANAI r-
(40
L
LOWER)
220 ft
48 1/4 4-6"
L-J- 71
Z — — — — — — — — — — — — — — — — — — — — 100,
0 PL�5 n
(b
5TEP UP u
-T
18'8 112
GARAGE (40 LOWER)
"T
ON elf-ADE
AREA I RfiNF. pous oiv,, cotnfljoloo
392 sq ft y ees, DAojpgt,,> , p"
/i TRIcy.
*4 A"K &AIteleg,
Tre
4TED
Ng Tt"ITE
— — — — — — — — — — — — i L — — — — — — — — — — — — — — — — — — — — — — —
L
— — — — — — — — — — — — — — —
-1,658 1/2 — — — — — — — — — —
— —— — — — — 40
- - - - - - - - --- - - - - - - - - - -
TOTAL 5LAB
58 AREA
"OSE IN55 LOCATION 2055 sq ft
SS RULED OTEMRWLSE BY TIN SOEL ENGINEER OR CONS'MUC17ON
FESSIONAL TIIIAT IS FAMUJAR WITH TIIE MSTORY OF TlIE SPECIFIC
SITE OR TKE GENERAL AREA()F TUC CONMUCnON SITE 7=
ERSIGNED ENGINEER RECOMMENDS THAT AT LEAST(TWO)-25 FT.DEEP
BORINGS 89 PERFORMED ATTEIE COMMUCTI[ON SITE FOR THE PURPOSE
EVALUATING TBE DEEP SOIL CONDITION AND TO INSURE THAT TUE SOIL
ES NOT CONTAN PoCn'S OF UNSWABLE SOIL (LL ORGANIC SOIL
ONSOLMATED CLAY, -XTC ) TRAT MAY CAUSE FUTURE DETRIMENTAL'
SEWLEMENT.
(6)-Fr-DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH
DEPM OF SOIL EXCAVATION AND BACKFILL.NUMBER OF Bo=Gs SHALL
E RECOMMENDED By TBE SOIL ENGINEFIL
NO DEEP SOIL BORING PpaSnGAITON IS PRIWORMED(LL 25 FT.DEEP SOIL
IRINGS)TEWN THE UNDERSIGNED mimm A&suNms THE FOLLOWING:-
U14DERSIGNED(LL ENGINEER)HAS NO KNOY&EDGE OF ANY SUBSURFACE 4t>)-56 C7-�
CONDMON REPOW;TM.ALL FOOMGS ARE DESIGNED ASSK&LLOW
BEARINGON So]"MT PO-%ESSUA MAXEMIUK BEAR]ING PRKSISURE f t;AD FILE NAME
2000 PSF'lF CONTRACTOR FOUND ANY�DIFFERINd CONDITIONS EMIER LOT jF'4 COVE:
UGH SOIL REPORT OR SOIL -�'RKMOVAL , THEN XNGlNZKR Olt JAX. BEACH, FL.
SHALK BE NOTSM AND POSSIBLE V00MG DFSIGN RZVW0NS DRAVWNG NO,
MAT FOUNDATION OR Pal DRAM BVI SHEEI NO.
R TO COMMXNCING v IUVR TONE IMPLEMENTED AMMKD or LJG
DAM, LOUIS CABE.)P.E.
SCAU: AS NOTED OF
TABLE FOR SHEAR WALLS FRAMING
(GROUND FLOOR)
� 7 THE SHEAR WALLS TABLE WAS ESTABLISHIED ASSUMINQ THE FOLLOWING CRITERIA UNLESS OTHERWISE
NOTED IN THE TAKE-
A� WOOD SHEATM TO STUDS NAILING SHALL 09 8d CC3MMON N"
a OYP. BOARD TO STUDS NALING �SHALL BE 3d & 6d COLLER NAILS FOR 1/24 & 5/80 THICK BOARD
lQEDMCMUNG 5LI� RESPECTIVELY OR I-I 1W 1" 6 OIL W,*6 $C*�WS
0) SOLE PLATE-OONCRETE SLAB ANCHORS SHALL K lX* Ayg& 1$,bL- -A
OFFICMaYMMINNING ROOM FROM rS I/e+X1"400El6WF,
CAl HEDM CEIUNG KJTCHEN &TO
tal
REQ*D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR
C31 DESIGNATION SHEATHIN,G DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING
7
(ar SINGLE
0' / 12- W D.C.
x QD 7/16- OSB SINGLE 4- / 12- No O.C.
Wo=)
7- 0% ADDITIONAL NOTft
Cz,) LIVING �z
1) FOR LOCATiOPiS"CLOUDeD AS INDICATE LO(DATIONS YMERE WADER KAM SHALL K
(D
BOLIM PER DETAIL W ON SHEET 010
2) ALL EXTERIOR WALL OPENINW OTHER THAN 'THOSE MENTIONED ABOVE SHALL
1 CY FLAT COUNG BE sOLTED PER DUAL V ON SHEET #10
POYM
FILANT SHELF 3) ROM TRUSSES SHALL Sit 51RAPPED' TO TOP PLA�TM OF BEARING WALLS AS SHOW ON
POPZH SCHEDULE 'Am ON SHEET #10 . STRAPPING WILL lK ADEQUATE TO RESIST SHEAR FORCES
AC71NG SIIJULTANEOUSLY WITH UPLIFT FORCES.
I 10'ftAT CEIUNG
I a FLAT
HAVE BEEN REDUCED BY ISIX9 TO COATE USE OF SPF GRADE OF LUMBER FOR
WALL CONSTRUCTION. ALSO THE ALLO U A0 OF ALL METAL STRAPPINGS THAT
CONNECT STUDS TO ' WALL HOUDDOYMS AND TO STUDS OF
TOP PLATELS, SHOE PLATE, SHI
FLOOR ABOVE OR BELOW HAVE MN CED By 18X FOlk THE SAME REASON MENTIONED
MOVIL
MASTM 0DKM 2 - INDICATE LftATIONS '#MERE WOOD POSTS SHALL BE STRAPPED
LAU 5) FOR LOCATIONS CLOUDED AS (D
N. AT TOP & BOTTOM AS SHOWN ON DETAIL *A! ON SHEET #10
FLAT to) LOCRTiogs CLOODID A'S, (3�os SAALL iLrr. vygappeq felt .9ETOICe
SHEET
FLAT CATHEDRAL Tpl&%CftTeS TOU910f- IV41EAOL WAW TO CC-
CeIUNG
GARAGE 1'10 1/2 i
CMMK VAULT IN
R
J30M
L CEIIJING
&FLAT aEDROOM
451 FLAT
DATH
x 81 FLAT.
TRU,95F-5
Li
f lop,
A'171C 71
A &FLAT
STOWE BATti
SLOPE
Mkom 81
TO 10'
-0-%—1 - M� PERM A ME =owl*
PIK �Ii0 iiiiimiIieiii� OWL is wrip r,,NO TWASES)
ftTAD
14ra ftlL LJ ftt I LAYGUT 14, %I!V 0, "x*"
Or ROOF OUlMING
IM CHORD
L NAILS CAKE 7M=
WU "S
4,-IZd
LI T!")
DW 5 ck jot;tj 2X4 SCABS LAID
OftZIONCOMPNING ROOM I FLAT*24V O.C. �2
KJTCHEN U%at 4 to (MAX) t�-)12d'WAILS
Irma 4 -A�
Ul
jrV IPLAY AS
OfW bow 3V 2"SCAN LW
TV. RAT AS SHOW BOTUM CHORD
PLAN VIEW IMAM*kL ELEVATION VIEW
CASE I - NVERIOR SWEARWALL To RW CONNECT"
112:4) &4tov-Lat AV- Stat PRE ENGINEDIED FRAMING MISS FALLS ON ONE SIDE OF WALL)
OLT4.)
rigm-LKAR WALL ad NALS
0 v 06C. ROOF SWAINING
*Yv^ bap Pta tO P00b&& 2d WAS 2d MAU
SfAU UK 40"O-C C7+,JII
?a r
I-T I I LING 2X4 L0A.lCD.-\",
s sm&tArlo 2r(MAX) FLATWIMP- TOP CHORD
It- I I 7VP. (MAX.) CAKE 7M=
P"-121
P)
POWN 0 PLAT COUNG lo W to.ce4i ri
SLOCKING �4)-12d NAILS
I a F�T TW
(2)-12d NAILS
\tl 11 1 AILS J2)-124 NAILS
f " (Typ) Typ)
------------- --------- -----
cam
"IMBOW. BOTRU CHOW
LAUNIM FLAT)*DIP CLt M WAU
0"
PLM WN
MAT IV ELEVAIM vEw
MAL V MAT -—-—-—-— —-- IK-TAIL 0
G MGE MUNC
ceoNMM Lr IN
NEROCIM OTO
AL AMY 'T
rA E- Boo I, ELAW ;AD FILE NAME
DAIN LOT IFJ4 PARADISE CoVe
TRUaM �Oi-7 PxkADi5e r—T . .
D9510M ____j - 0 , JAX, BEACH, FL.
rM 1. DRAVWNG NO,
Arnc V MAT OAT" DRAM
10 APPROWD or 0
AMOM or LJG
SLOft SHEET NO.
mtom DAM 01 LOUIS
I L MATT JO I(Y SCALE., AS NOTED -S
GABe
CED -i� -
nsi�� a% OF
roof nwoers
ROOF TRU ROOF TRUSS I'll—Hoodws P-d1ofm#9 trus&L Per sheew
SCHEDULE "C"
DESIGN CRITERIA -mow,
LIVE LOAM' RECOMMENDED STUD SIZES#0 SPACINO (X
ROOF......................................................... ..............................2011". it- WALL pLAK HEW SM SIZE SPACING
8-4-7HRU 9'-10- 20
WIND LOAM, 20 go. 24" long
WIND VELOCITY (PER SBC-097 EDITION) WPM- 1O*-V THRIJ 14'-0* 2d 16" twisted stro
ATPcvAq 6
SEISMIC LOAD (PER SOC-1997 EDWRIMON). .............(EFFECTIVE PEAK ACCELERATION.Aa<0.05 14'-1'THOU 2x8 I \-PRODUCT CODE TPP 4, 1111
GENERAL STRUCTURAL NO S: JEFFECTIVE PEW VELOCITY, Aet<0.06 7HRU 22'-r 2x8 12' 'SEMOCr STRAP Is=
2010 12 NAILED W/(8)-Sd i/20o GATOR BOLT istrop
1) IT is THE INTENT Or THE ENGINEER 'JAT THIS WORK BE IN CONFORIAANCE WITH ALL I COMMON NALS PER SHEET#1
KouvEMENTS OF THE AUTHORITIES H jWO jLqaSWMN OVER THIS TYPE OF PLATE HEIGHT REPRESENTS THE VER71CAL Ir
CONSTRtX11ON AND OCCUPANCY. ALL *NTRACTORS SHALL DO THEM WORK IN CONFORMANCE THE
UNNTERRup-mi) SPAN LENGTH OF THE STUD.
WITH ALL AppUCABLE CODES AWtV NO LATION& IF HORIZ CON71NOUS BRACE CAPABLE OF TRANVERING PRODUCT CODE RTPGAB36.-1,.
LATERAL LOADS To SHEAR WALLS DOES EAST, *1SEMCCF STRAP 0 GAIOR SOLT
2)THE COMMCM S14ALL VERIFY ALL (ONDITIONS AND DIMENSIONS AT THE J013 SITE PRIOR THEN THE SCHEDULE sHoym ABOVE DOES NOT
To COMMENCING WORK. APPLY.
3) CONTRACTOR SHALL SUPPLY, LOCATE No BUILD INTO THE WORK ALL INSEM ANCHORS- 0
ANGin, PLATES, OPENINGS. SLEEVES, *aRS. SLABS DEPRUSIONS AND PITCHES AS MAY SCHEDULE *D SGP2.*SAMCO',NAILED
00M N(Yr SHOWN ON THE DRAWINGS. AL BE AS FOLLOWS FOR ALL LOW BEARING WALLS HOLDDO%N
BE REQUIRED BY ATTACHED DRAWINGS AN TO ACC TE OTHER WORK FK40G SCIEM FOR opENINOS SP
(EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
4)THESE DOCUMENTS ARE THE PROPE OF THE ENGINEER AND MAY NOT BE USED OR
KPRODUCED WITHOLIT EXPRESSED Wit N CONSENT Or THE ENGINEER. OPENING WIDTH IN FEEr THRU 1O`-D` 2 UP
3'
M
NOS ARE INTENDED TO BE TYPIC&AM up TO S-v F37-71" T &
5)ALL DETAILS AND SECTIONS SHOWN THE DRAW SUPPORT GIRDER CONCRETE SLAB
WALL BE CONSTRUED TO APPLY 70 SIMILAR SITUATION EI.SEWHERE IN 1HE WORK UN�TEL (*bes :3)-2xl:rs EXTERIOR WALL OPENINGS
NCR
EXCEPT WHERE A DIFFERENT DETAL SHOWN. USE TWO M SIMS OF THE SAME SIZE AS THEN OF THE WALL M��jEE:D] STRAPPING 0 TOP & BOTTOM EXCEPT AT CO1W ETE
NFOR IS NOT AVAILABLE FOUNDATIONS WERE DESIGNED EXTERIOR WALL OPENINGS GARAGE DOOR & OTHER LOCATIONS SHOWN 'Ilk am
0) SUBSURFACE SOIL CONDITION INFOR H—_** I
FOR A 2000 PSF SOL BEARING CAP' CONTRACTOR SHAL.I. REPORT ANY DIFFERING Two g) PLATES WITH A 1/2' PLYWOOD FILLER MAY BE USED INSTEAD OF STRAPPING 0 TOP & BOTTOM ON SHEET #q OF THE DRAWINGS
CONDITIONS TO THE DESIGNER PRIOR 0 COMMENCING WORK. (KT.L)
THE PEE (3) PLATES MENTIONED ABOVE.
7) IT IS THE CONTRACTOR'S SOLE R SHILITY TO DETERMINE ERECTION PROCEDURE AND STUDS $HALL 13E CONTINUOUS FROM TOP KATES TO SOLE PLATES.
SEQUENCE TO WSURE THE SWWETY OF THE BUILDING AND IT'S COMPONENT PARTS "ING
ERECTIO11. Detail "B", Jamb strapping
CONSTRUCTION NOTES: ROOF TRUSS NOT ROOF TRUSS PREENGINURED ROOF TRUSSES (9) top & Bott.
Del
ail
SHOWN FOR CLARITY GATOR NUT
COKR[TE TOP PLATES /A\
Detail "C", Jamb strapping
1) ALL CAST IN PLACE CONCRETE (EX SLAS ON GRAM) SHALL HAVE A MIN. OF 3000 Psi Yx 3*x I le
COMPRESSIVE STRENGTH AT 28 DAM ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE CATON WASHER ((N.T.S.)) top & Bott.
2) FOOTINGS SMALL BEAR BELOW DIM a ORGANIC SDIL AND UPON EITHER THE SURFICK SOIL OR UPON ING PENA
STRUCTURAL FILL COMPACTED TO A OF AT LEAST 95% OF SUNDARD PROCTOR MAXIMUM *SEMCO* HURRICANE STRAPP
DRY DENSITY (ASTM 01557) FOR A DEP OF AT LEW ONE FOOT(i ft.) BELOW THE WHOM OF THE FOOTING. 0 324 at SCH. -A- ON SHEET If#0 ((N.T.S.))
3) BEARING MATEPAL. THE F007INGS OULD BEAR IN EITHER THE DUSTING FINE SANDY SOIM
WHICH WILL REQUIRED PROPER GGOOOMP OR IN COMPACTED STRUCTURAL FILI. THE 13EARING
C SOILS. AFTER COMPACTION, OULD EXHIBIT DENWES EQUAL TO 95X OF THE MODIFIED
L
PROCTOR MAXIMUM DRY DENSITY 01557) 1/2'4 CATOR JOLT
REINFORCING STEEL SHALL BE ASTM -615 GRADE 6D STEEL CONFORMING 70 ACI 301. 01 PER SHEET #cj 1/2-0 GATOR BOLT
ACT J15, ACI 318 AND CRSI MWAMMJWAL STANDARD PRACTICE, LATEST EDITIOINS. PER SHEET tj
5) ALL CONTINUOUS VERTICAL, AND HORI REINFORCING STEEL IN FOOTINGS SHALL BE
LAP SPLICED A MIN. OF 35 BAR OR 24'. WHICW" IS GREATER UNLESS RTPOA836 'SEMC _14k
07HERMSE NOW. SPACE 0 32" aC.
CATOR COUPLER
(MAX.)
6)THE MIN. CONCRETE COVER FOR NOS 94ALL BE 3 h MIN. FOR REINFORCEMENT, TOP PLATE
FOOTINGS (70 MAN REINFORCEME )..................3 Inches OF WALLS
$LAD ON C*IADE.................................... ....CENTERED RIM JOIST OR BEAM
7) HORIZONTAL KAM AND FOOTINO SHALL BE BENT l'-O*AROUND CORNERS OR SHOE PLATE
CORNER BARS WITH 2'-0* LAP SHALL PROVIDED.
8 REINFORCIING STEEL SUPPORT ITEMS ICH BEAR ON EXPOSED CONCRETE SURFACES
CONTRACTOR SHALL PROVIDE SPACE CHAINS, OM90M ETC. NECESSARY TO SUPPORT
SHALL HAVE ENOS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL SUPPORT BEAM OR
USE PRODUCT CODE RTPGABJ%,
T #j
9)ALL REINFORCING DETAILS SHALL m To MANUAL OF STANDARI) PRACME FM GIRDER PER SHEE EXTERIOR WALL OPENINGS^F *SEMCO". TIE
DETAILING REINFORCED CONCRETE ACI 315 LATESr EDMON, UNLESS DETAILED 1/2-0 GAT13R BOLT
OTHERWISE ON THE STRUCTURAL. DRAW - STRAPPING 0 TOP & BOTTOM PER SHUT III
10) ALL CONCRETE WORK SHALL BE IN DANCE WITH "nE BUILDING CODE REQUIREMENTS DETAIL D CATON COUPLER PQST STRAPPItiG 0 TOP
FOR CONCRETE*ACI 313 LATEST E AND *SPECIFICATIONS FOR STRUMRAL CONCRETE STUD TO STUD STRAPPING CORNER DETAIL
FOR BUILDINGS'ACI 301. (N.T.S.)
I
MASONRY 11/2*0 GATOR BOLTS SPACED EXPANSION JOINT S'x G* OR 4% 4* POST
1/2-0 GATOR BOLTS SPACED,—_�%,
CONCRETE AL STUD WALL PER SHEET 1119 - ADDITIONAL RECESS SLAB 3/4'x 110* WOE GATOR BOLT S=M USE PRODUCT CODE PAPGA
1) cDmCRETE MASONRY UNITS swu BE A%M C90-75. HOLLOW LOAD-KONG PER 94EET 1119 - ADDITIONAL EXP. BOLTS MAY BE NEEDED PER AT GARAGE DOOR *SEMCO'
MASONRY UNITS, TYPE 1, OPMDE N-1, NORMAL WOW. WITH A MIN. COMPRESSIVE SWNGTH EXP. BOLTS MAY BE NEEDED PER #4 RODS CONT. SHEAR WALL TABLE ON SHEEI fq 6XI&XIO/10 VLWI. EPDXY ORMT INSTALLATION INSTRUCTIONS
OF 2000 PSI ( f ' m - 1500 IS SHEAR WALL TABU ON SHEET III0, r-4' CONC. SLAB W/b*600/10 W.W.F. 1)DFIE11MINE THE StAMO POIN MARK BIHER DRILL 6* INTO CONCRETE
F 7. In
SOLT LOCATIONS ITO CONCRETE �j
71 ARE USED OR BUILT L=104 DIRECTLY
'A
2) MORTAR SHALL CONFORM TO ASTM Q 70 AND BE OF TYPE M OR S- z STUD WALL MMON"r
-TYPE WITH am W HARDENED CONCRETE IF IpM ANOWR BOL POST STRAPPING 0 130TTOM
3) HORIZONTAL MASONRY JOINTS RDNFO1 CEMENT SHALL BE GALWIZED TRUSS ARE MID%
OTHER BLOCK COLIRSE. MAX. 115 In. O.C� GxSxIO/iO W.Wl'. (N.T,L)
5 In. LAP AT ALL SPLICES AND RACE I AT EVERY -1 -tZ)-P tAM I. "DOM CONCRETE FOOTINO 2)CORNER LOCATIONS SIALL K 1`14 DETAL'V ON Im
6 MIL VAL OVER CLEAN.
STUD WALL
rCC* SHE
CONC
NIL COMPACTED TREATED FILL TIED AT CORNERS SHEET.
WOOD FR
MIN. is" 3);NA POST STRAPPING A',
#4 RODS vERT. ON 48! at & AT CORNERS, LL THIS SIM I
1)ALL WOOD FRAMING SHALL BE SYPA, AND INST&LED PER AITIC AND TPI AND NATIONAL TW DETn' MON WAM"*4 P&WMI'S
VERT. RODS SHALL BE HOOKED G*INTO BOLT RUN DETAIL (TYP) pECoMMENoATIoNs, TOP & BOTTOM
DESIGN SPECIFICATIONS FOR WOOD V4 I TURN DOWN SLAB DETAIL (N.T.S.)
FOOIINOS 0 BOTTOM AND 1r INTO sLAB (2)-05 CONT. HOOKED (N.T.S.)
& TIED AT CORNERS
2)ALL STRUCVK WOOD MEMBERS LL HAVE THE FWD" 01N. DESIGN VALUES: 0 TOP. FOR HORIL REINFORCEMENT. USE 0 GARAGE
9 HORIZ. JOINT REINFORCEMENT MIN. Ir
SAWN LUMBER LAM. VENEER LUMBER W 0 (MAX.)
- 1120 PSI Fb - 2,800 PSI ON 1 -C,
Fb .-t-11 'ex)
Fv . 90 PSI Fv a 235 PS 41r (MAY.) OR BLOCIONO RE-Olk
rci - 505 Psi E u 1.900.000 Psi KIWEEN
re - 1,455 PSI CONSULT ENGINEER TURN DOWN SLAB DETAIL =4 OLOCKM 0 SHEATHING JOINT 2*4 CM
E . 11600,000 PSI dr FROM GANUE 0 48"M /-HURRICANE CUP H L5 CONT, 2X4 SCAB FWOM TOP 70
20*(W)x 10"(H) CONCRETE FOOTING OR EQUAL 0 4r O.C. WTM 04M TO SERVE AS NAW
E ROOF END A u-MM] 20 BARCE RAFTER CONT. FOR X-BRACM 01 V aC, PROVIDE CiP FOR 400 6%
3) ROOF & WALL SHEATHING SHALL BE /16- ORIENTAL STRAND BOARDS (OSB) OR BETTER. REWORCED W/(2)-#5 ROOS CONT. EXCEPT 0 GARAGE 711V STRUCTURAL 3 OF LATERAL SHIM
SPM RATED AS "" ON —— — — - — — — — — -
'I mmu
0-1 N
KTTCM CHORD OF COMMON &P.R OL
4)ALL WOW MEMBERS EXPOSED TO OR IN CONTACTED WH MASONRY. CONCRETE TYPICAL FOUNDATION DETAIL 6x5x1O/1O %W.F. A SHINGLE STRIP 'C!*MMON
T%jS=0 21V QQ sorMM CHM Or CABLE
OR SOIL SKI BE PREESSWLME FASCIA END IRUSS
124 NALS 0 8"O.Q
5) CONTRACTOR SHALL PROVIDE ALL NING DEVICES WMSARY AND SUITED FOR EACH 20 SPACING TOP 04ORD OF CAME END (3) 12d NALS
APPUCATION. FASTENING SUBJECT TO SHALL BE HCFr-DffED G&VANIZED TO ASTM PF 0 DOUNZ TOP PLATE
A-153-81). SCHEDULE A !6T— TRUSS CROP 3-1/2* 1
SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 1 0) #5 RODS CONT. I 1 7
6)ALL MEFAL CONNECTIONS ANDD WLE TO TOP PLATE 2x4 SCAB CONT. 70P TO M NING
FASTENING SUBJECT TO MoswnmK BE HOrr-DIPPED'GALVANIZED TO ASTM A-153-80. ROOF TRUSSES STRAPPING SCHE
OF BEARING WALLS (PRE-ENGINEERED FRAMING) BOTTOM CHORD 0 a fl.
7) SOLD BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT- INTERIOR STEP DOW14 DETAIL FROM CABLE CONT.2x4 SCA13 FROM TOP TO 2x4 BLOCKINO 0 45*O-C- BETWEEN
TRUSS TO TOP TOP PLATES M FOOTINGS i
8) GRADE OF LUMBER To BE USED FOR THE FABFWATION OF STUD WALLS MAY BE SPF 12 IMSS No. OR UPLIFT — — — — — — — — — — — — — — — — — — — - 4W 0 X-BRACING CAME END TRUSS ANP,FIRST
DESIGNATION (ION) PLATE OR To sTUD "WOMAMCNAL 2*4*0 AT COMMON TRUSS
INSTEAD Of SYP J2. CATON BOLT SOLE PLATE SHALL BE Aq IF VENT VERTICAL r HKHER THAN 4ir
ANCHORED TO SLAB W/ 20 90
ALL TRUIIS ENDS va IS NOT PRESENT TO FORM AN*V SHAK) CONT. 2x4xtr_9 LATERAL
O-M am"a" =l0Oi4j&"VACED AS 2x4 STUDS 1/2'*CATOR BOLTS SPACED No=0 ffr ar-
=511RAIR 0,0 e 16*D.C. PER SHUT #9 . ADDITIONAL (3)12d NALS oo BOTTOM CHORD or 2d NAILS ISOMETRIC VIEW
SCHEDULE "B" MISCELLA4EOUS FASTENING SCHEDULE EXP. BOLTS MAY BE NEEDED PER AT X-BRACING Try 0 CABLE DO TRUSS SHOWING LATERAL BRACE TO
CONNECTION FASTENER NUMBER OR SPACING 6XII00/10 %W.F.7 SHEAR.WALL TABLE ON SHUT fj GABLE END TRUSS
Uj_WO jL;;UW NO WA=AS (2)-20 TOP PLATE -PLATFORM FRAMING-
ON 2V
010
TOP Oft SOLE PLATE TO STUD, END NAIL 18d COMMON 2 A%,Atv A L COW. U08'42
STUD To SOLE PLATE. TOE NAIL Od COMMON 4 LARRAL @RACE 2"SAM 16' aQ
A4,go
DOUBLE STUDS, FACE NAIL iOd COMMON 24' O.C. 20 9114M
K7W[EN CABLE 4 FIRST IRU23
-PARADISE COV6
Is* D.C. T T. a a I CAD FILE NAME
DOUBLE TOP PLATES. FACE NAL 10d COMMON . : .. LOT'
TOP PLATES, LAP AND INTERSECTIONS FACr NAL - 2-16d OR 3-iOd COMMON PLI%OR To (2)-#5 ROOS CONt CIV 9 4e at.CUP MMUST
IOU COMMON -iris PL PROVIDE A MIK 400 big OF SHEW
CONTINUOUS HEADER, TWO PIECES 16'O.C. ALONG Ek EDGE AMLE RIF'=W7=K=
e)
NZAIU'TM20 FA=N 20" JAX. BEACH, FL. DRAVdNG NO.
Cok"ON q PLATFORM rRAMING,,e�,
INTERIOR THICKEN SLAB DETAIL
Roof - 7/16' OR GREATER Ild COMMON S'D.C. EDGES & GABLE END DRAW By. APPROWD
a*O.C. INTERMEDIATE NOM -BRACING MAY SHEET NO.
WALL - 7/16* OR GREATER 8d COMMON CLL 10 fL. IF uum DOES
6'D.C. EDGES & * UNBRACED LENGTH OF X AMNOVED ffr �JG
120 O.C. INTERMEDIATE MISC. FOUNDATION DETAILS G NOT EXCEED IS REOPD. DATE. 0% LOUIS GAS P.E.
,Bd COMMON r D.C. EDGES & SEE 1W DONEERVIC By ApINE np -ou wsamm EXCEED 10 It. ADDITIONAL SCAB 10 OF
FLOOR 3/4- T&G PLYWOOD 12* D.C. INTERMEDIATE (N.T3.) $CALL AS IMTED
WALL TA S OF SdFFT III,