Paradise Court 609 DATE:
05/09/01
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APPROVED
CITY. OF ATLANTIC BEACH
BUILDING OF-FIcE
RECEIVED
MAY 2 5 2001
CRY Of Atlantic �each
Building and Zoning
APPROVED
CITY OF ATLANTIC BEACH
PLANNING &ZONING OFFICE PAGE
10120 PEK5PECTIVE
13UILD SET
bog P#kADISC C77
DATE:
95' 05/09/01
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5 bc
OXED COLUMN car - oren
3G" knwwall to ceilirka
LIVING
113 �h 35'x 147
LIVING AREA
1439 sq ft
71 268
27'3 1/2 21 1121 35'8
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GV
I- fLOOK PLAN PAGE
DUILD SIET 5CALE: 114" 1 fOOT 3
DATf-6-
FF 05/09/01
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L CATHEDRAL CEUNG
RZ) 436
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DE51GNED FOR ---------------
5TORAGE
8'FLAT 05UNG MA5TER. BDW
CATHEDRAL IJ
CEILING
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OTHERV05E 5TATED ALL CATHEDRAL
CEILING5 5HALL 13E A 3,5: 12 PITCH LIVING
PORCH
UNLE55 PE5TRICTED BY DE51GN
LIVING ART-A CATHEDRAL
CATHEDRAL CEILING
1439 5cl ft CEILING
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ROOF PLAN PAGE
5UILD 5f—T 5CALE a 11411 1 MOT 4
DATE:
Cwmr Ckkd�VF4 ELECTRICAL NOTE,5 :
WALK HOU5E WITH HOME BUYER� BEIFORE ROUGH!
in
0
UGHT OUTLET
LOCATED ON WALL
MA5TER,BATH
ABOVEDOOR5 CL05ET
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'11\ -0-
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&2
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BEDROOM
GARAGE
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rEN CORNER
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FROM TH15 LOCATION Q J /AND DOOR 700 ArF
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CORNER AND 000K 70"AFF
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LIVING T)
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12 0
0
LIVING AREA
1439 541 ft
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f IR5T FLOOR ELECTRICAL PAGE
5UILD, SET SCALE : 1 /4" = I FOOT 5-
&oq Plq-kA D15C Ci-.
f KONT RIGHT ELEVATION5 DATE:
I --F I I L I I 5CALE: 114" 1 MOT
05/0'9/01
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PAGE
13UILD 5ET
6c)q P99—Arl1-)G C7
112%,LEAR 4- Lf-fT ELEVAMON5 DATE:
. . . . . .. . . . . . . .
5CALE: 1 /4" 1 F:OOT 05/09/01
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man=
FE
OOWO
5UILD 5ET *01
7 0%
3' 65' 45'4
1918
- - - - - - - - - - - - - - - - - - -
3' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - .�- :- - -:: I - - - - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - -- - ENGINEERS DISCLAIMER
- - - - - - - - - - - - - - - - - - -
UNLE HERWISE BY THE SOIL ENGINEER OR CONSTRUCTION
IT -LI - I SS RULED OT Y OF THE SPECIFIC CONSTRUCTION
I PROFESSIONAL THAT IS FAMILIAR MTH THE HISTOR
I SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP
FOR THE PURPOSE
MED AT THE CONSTRUCTION SITE
C> SOIL E30RINGS 13E PERFOR T THE SOIL
V E DEEP SOIL CONDITION AND TO INSURE THA
OF EVALUATING TH SOL (I.E. ORGANIC SOIL,
DOES NOT CONTAIN POCKETS OF UNSUITA13LE
I AT MAY CAUSE FUTURE DETRIMENTAL
1 17'8 UNCONSOLIDATED CLAY, ETC,) TH
STRUCTURAL SETTLEMENT, LD BE PERFORMED TO ESTABLISH
HOWEVER, 6 ft. DEEP SOIL CORINGS SHOU BER OF BORINGS SHALL
I THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUM
13E RECOMMENDED BY THE SOIL ENGINEER. PERFORMED (I.E. 25 ft. DEEP SOIL
STEP 19P-100
3'
IF NO DEEP SOIL BORING INVESTIGATION IS
BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE ,
Z' SOIL CONDITION REPORT; THUS, ALL F001INGS ARE DESIGNED AS SHALLOW i
CU %D GARAGE (4' LOWER) 'THAT POSSESSES A MAXIMUM BEARING PRESSURO
FOOTINGS BEARING ON SOIL Y DIFFERING CONDITIONS EITHER
398 sq Ft OF 2000 PSF. IF CONTRACTOR FOUND AN ERSIGNED
1NEER OR UND
THROUGH SOIL REPORT OR SOIL REMOVAL. THEN ENG
SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS
) MAY HAVE TO BE IMPLEMENTED ',
i(I.E. MAT FOUNDATION OR PILE FOUNDATION
PRIOR TO COMMENCING WITH FOOTINGS WORK.
12,
CU
�u
MAIN HOUSE ---------- --------------
1428 sq Ft --------------
- - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - -
-- -------------------
L ------- --------------------------
- - - - - - - - - - - -
L - - - - - - - - - - - - - - - - - - - - - - - - - -
4' Stab or-1 graole filoertnesh
acted sollper 4'
reinf orced, on cOmP reated soil �D
spec's,on chemically t
PORCH f or termite control, on 6 mil thick
FRONT
vapor Barrier i
LOWER)
152 sq ft
C)
121
- .j
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L - - - - - - - - - - - - - - -
L - - - - - - - - - - - -j
--- - - - - - - - - - - - - - - - - - - - - - #5 PARADISE COVE
- - - - - - - - - - - - - - - - - - - JAX. BEACH FL. 0�
J�— L — — — — — — — — — — — — — -- — — — LA AffMn 0 V&
RL
r
35'8
1918 918 65,
5 uj'-
32' x 32' (16 - 8'
nwo gloss block)
nwo
TABLE FOR SHEAR WALLS FRAMING
(GROUND FLOOR)
r,NO C91AMMON NERNO 74 faun"CRUM WLM 0%=W
NOW""
=100,Uo"W",=1 ZOL LUMA I OR L AR W"R W I ff a%V SMAD
— — — — — — — — - 0 FAVECIFIALT.
MASTER BATH lon"Pr-M,=man""=MMM"WAMUMM"A
DO 8'11 x 7' CLOSET A 2u=apt wA%w To sm nooptTo FLOOR
5'11 x 71 DESMATION DWU SKAT00 MAL SPACNO AND" SPAC3NO
00 n 0 0 ow r1ir WCA
ATH n
4r/Ir Or au
7'10
G) BEDROOM
BEDROOM
> 9'3 x 1 V4 1 Y7 x 1 V4 D
J GARAGE
% 19'3 x 19`4 M0
0. umms I&M W=guy Nvu a MILM ro
XTALV ON$MT 4 A
0 #3(�. M*At LWA�*M(a NO POSTS SOW ME 9WIM
Cu AT I . CETAL liv at NUT#10.
x 3)FM LUMMMI10% 0.INNA.W M"M VP MTAL'r OF 9M VCL
1 97 1/8' HOSE x WU 0%a TrIN V=V06=91)AMM VIALL K=VED
- — — — — — B11313 Cu 9NI'Mur- 'Iola
Hkneewa N\ %
0 LOCATICI
OPEN TO CEILING W
97 5/8'
16� us W
OPEN TO CEILING kneewatt. MASTER BDRM IOU 0 I'M=
w/pLants eLf C01IM S%ft 10 IV FLAV%OW MAW.=W W"MUM""10
cu 15'3 x 1 I'l 1 VIAM�a mm"Aw am am=MT IN ME*ff 11"Kam IMIT""
I %-., I @ I AWW_
�j
- - - - - - - - - v r GENARAL NOTES 1
I L R13OF BITCH SHALL BE 64P JIVERHANGES SHALL BE 241 WIDE
(DO) (MAXIMU10
3 2. ROOF TRUSSES SHALL BE DESIGNED AND FABRICATED By
A CER71FIED LUMBER PRODUCTS CIIWANY-
ATH
Do
heLf
CU
Cu ROOF TRUSSES AND GIRDERS SHALL SE DESIGNED AND FABRICATED
V--I BY A CERTIFIED LLL4KIt COMPANY EXEPT WHEN NOTES OTHERWISW
x
cu 8 OPEN TO CEILING This watt Is Cu
V--4 ON THE DRAWINGS
.eN 97 5/8' f utl height x 4. SEE SWEET v w FOR LUMBER SPEr'S .NAILING . ETC.
(u kneewal.t. 42" kneewall to the
w/1x8 wood ceiling
COLP - above
BOXED COLUMN cop - open
2 361 kneewall to cellin 3
M/ING
PORCH 35' x 14'7
9'3 x 14'7 CV(
x
Ri cvc
OT #5 PARADISE COVE
JAX. BEACH FL, "i�jft
A) 0 WT #J5 P'
AX. I
3
(2)2X12
2
I
c)[
0[
Ela
701 IV4
BEDR013M BEDROOM
13'7 x 1114
GARAGE 913 u 1114 0
19'3 vi I9*A IM KTO&L W 314EEV 10
rATIM XXTS&'*"CAIED 00a CMOD9=
TOP PLATE$7a raurvia 7A=�13NGr mt.
17 I/W ug n"Ax i OF wuT Wbnp Tvp.MILI
..my
97 5
To WJLNA k
GO-FOR BOLTS OYOOT Im"118"
0"'M cawlfi 'iris ve W
vfIj9@%,Wd
COP -above
=am cauft COP- qwn
36'krww*W "MING
ra CH 35r X 14'7
"I
"N" C
4 PAZA D15F
C.I
SCHEDULE "C ROOF TRUSS---,, ROOF SS tool- W shosto
DESIGN CRITERIA
RECOMMENDED STUD SIZES AM SPACING Too
LIVE LOADS: WALL PLATE HEIGHT STUD SIZE SPACING 20,9- 24"
...........200/14 ft. st
ROOF...............................................................* "I""...11" et=
W-o. 16.
HRU V-10' 20
'WIND LOADS: — t I t strop
WIND VELOCITY (PER SOC-1997 EDITION)...................................00 M'P.H. jO'-O' THRU W-O' 2%6 ir— I
SEISMIC LOAD (PER SOC-1997 EIXTION)................ EFFECTIVE PEAK ACCELERATION. AO<O-O5 14'-1' THRU IW-G" 2we 16* \,,—PRODUCT CODE TPP 4.
iEFFECTIVE PEAK VELOCrrY. Av<O-05 'SEMCCr STRAP 1/2"S GATOR BOLT mifft IRV
GENERAL STRUCTURAL NOTES- W-o" THRu 22'-0' 2A W NAILED W/ (811-8d PER SHEET 0
2%10 12' COMMON NALS
1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANC WITH ALL
REQUIREMENTS OF THE ALITHmmrs mAvnG JURISDICTION OVER THIS TYPE OF THE PLATE HEIGHT REPRESENTS THE VERTICAL
CONSTRLICTION AND OCCUPMCY- ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE UNINTERRUPTED SPAN LENG114 OF THE STUD.
WITH ALL APPLICABLE CODES AND REGULATIONS. IF HORIZ. OONTINOIUS BRACE CAPABLE OF TRANSFERING PRODUCT CODE RTPGA836,
LATERAL LOADS To SHEAR WALLS DOES EXIST, "SEMCO* STRAP ccKKTE SLAB
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR
THEN THE SCHEDULE SHOWN ABOVE DOES NOT Ows.
APPLY.
TO COMMENCING WORK.
3) CONTRACTOR SHALL SUPPLY. LOCATE AND BUILD IWO THE WORK ALL INSERTS.ANCHORS
i. PLATES. OPENINM SLEEWS, HANGERS4 SLABS DEPRESSIONS MD PITCHES AS MAY SCHEDULE "D"
WALLS
ANGLE! RED By ATTACHED DRAVANCS AND 10 ACCOMMODATE OTHER WORK NOT SHOWN ON THE DROMOS. FRAMING SCIME FOR OpEwM SNALL BE AS FOLLOWS FOR ALL LORD BEARVIG WALd
BE PEW N THE DRAWINGS) Detail jamb strapping
(EXCEPT AS OTHERWISE NOTED 0
0 top & Bott,
4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER MD MAY NOT BE USED OR
SENT OF THE ENGINEER. OPENING WIDTH IN FEET
REPRODUCED WITHOUT EXPRESSED WRITTEN COW UP To THRU 61-0, 6'_V THRU 1D`-O'
I M I. WALL OP N I N GS,�tE
5) ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE WPM AND V:) SUPPORT GIRDER EXTERIOR Detc: "S", Jomb strappitig
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SiTUXTION ELSEWHERE IN THE WORK LINTEL (3)-2%8'9 M-200's (3)-202's 1I_w top & Bott.
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. jAMB La TWO(2)STUDS or THE M SIZE AS IfSE OF THE WL 8111C OMM N GSz(!K STRAPPING 0 TOP & BOTTOM EXCEPT AT
EEXTERIOR WALL OPENI GARAGE DOOR & 07HER LOCATIONS SHOWN qIM jOIST OR BEAM
e) SUBSURFACE SOL CONDITION INFORMATION 5 NOT AVAILABLE. FOUNDATIONS WERE DESIGNED I ON SHEET # OF THE DRAWINGS 7.S.))
FOR A 20DO PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING Two (2) PLATES WITH A 1/2' PLYWOOD FILLER MAY BE USED INSTEAD OF STRAPPING 0 TOP & BOTTOM ((N.
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK- THE THREE (3) PLATES MENTIONED ARM. (N.T.S.)
7) 17 IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES.
SEQUENCE 10 INSURE THE SAFETY OF THE BUILDING AND rrs COMPONENT PARTS DURING PREENGINEERED ROOF TRUSSES USE PRODUCT CODE RTPGA836.
ERECTION. ROOF TRUSS "SEMCO". TIE
CONSTRUCTION NOTES: ROOF IRUISS NOT GATOR NUT
SHOWN FOR CLARITY
LO_NCRETE-.
,"I TOP PLATES 3*x 3- 1/8'
1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF 30M PSI CATOR WASHER POST STRAPPING a TOP
OE MAY BE CONSTRUCTED W/2500 PSI CONCRETE.
COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON QRJ
YOP PLATE
2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORWO SOIL AND UPON MR THE SURFICIAL SOL OR UPON HURRICANE STRAPPING PER
()F WALLS
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM TPIP "SEMCO* SCH. -A- ON SHEET 111 10 B"x 6' OR 4mx 4* POS�
DRY DEN,,y(ASTm 111,17) FOR A DEPTH OF A'LEAST ONE FOOT (I III.) SELON THE BDTMM OF THE FOOM. 0 32- D.C.
to USE PRODUCT CODE PAPGA
3) BEARING MATERAJL! THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS,
WHICH WILL REOLARED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE SEARING *SEMCW
LEVEL SOIL$. AFTER COMPACTION. SHOULD EXHIBIT DENSITIES EQUAL TO 95X OF THE MODIFIED 1/2-0 GATOR SOLT DRILL 6" INTO CONCRETE
PROCTOR MAXIMUM DRY DENSITY(ASIM 01557) PER S14EET 9 -1/2'0 GATOR BOLT
4) REINFORCING STEEL $HALL BE ASTM A-615 GRADE 50 STEEL CONFORMING TO ACI 301, PER SHEET 111 9
ACT 315, ACI 313 AND CRSI MANUAL OF STANDARD PRACTICE. LATEST EDITIONS. POST STRAPPING 0 BOTTOM
I (N.T.S.)
5) ALL CONTINUOUS VERTICAL MID HORIZONTAL RONFORCING STEEL IN FOOTINGS SMALL BE 6.
- OF 36 W DIAMETERS OR 24, WHICHEVER IS GREATER UNLESS RTPGA836 *SEMCO'
LAP SPLICED A MIN SPACE 0 32" O.C. GATOR COUPLER
OTHERWISE NOTED. (MAX.) POST cTRAPPING_z(!�
HALL BE 3 in. MIN. FOR REINFORCEMENT. CORNER DETAIL L I -*i-Borrom
S) THE MIN, CONCRETE COVER FOR FOOTINGS S TOP
FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches 6,
SLABON GRADE.......................................................CENTEKD
7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0' AROUND CORNERS OR SHOF PLATE
CORNER BARS WITH 2'-C LAP SHALL 13E PROVIDED.
8) CONTRACTOR SHALL PROVIDE SPACERS- CHAIR% BDLSTERS, ETC. NECESSARY TO SUPPORT
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. SUPPORT BEAM OR
i 9) ALL REINFORCING DETAILS SHALL CONFORM M MANUAL OF STANDARD PRACTICE FOR GIRDER PER SHEET 111 9 EXTERIOR WALL OPENINGS,(_I� 1/2-0 GATOR SOLT GATOR E30LT SYSTEM
I DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDrTION. UNLESS DETAILED STRAPPING 0 TOP & BOTTOM PER SHEET # 9
1 INSTALLATION INSTRUCTI�NS
OTHERWISE ON THE STRUCTURAL DRAMNGS. DETAIL rD GATOR COUPLER ?K EITHER THE
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE MOLDING CODE REQUIREMENTS 1) DETERMINIE THE STARTING POINT AND MAIII
URAL CONCRETE S PRIOR TO CONCRETE POUR
FOR CONCRIFTE" ACI 318 LATEST EDITION. AND "SPECIFICATIONS FOR STRUCT STUD TO STUD STRAPPING FORM BOARD SOLT LOCATION NS DIRECTLY
FOR BUILDINGS" ACI 301. (N.T.S.) IF "J-80i-Ts" ARE USED OR BOLT LOCA710
— 1 1/2-0 GATOR BOLTS SPACED EXPANSION JOINT ON 11"IE I'lARDENED CONCRETE IF EPDXY ANCHOR BOLTS
MASONRY 1/2*0 GATOR BOLTS SPACED AS 3/4"x 10" WADE ARE USE().
STUD WALL PER SHEET # 9 ADDITIONAL RECESS SL
1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LoAD-BEARiNG CONCRETE PER SHEET # 9 ADDMONAL EXP. BOLTS MAY BE NEEDED PER AT GARAGE DOOR EPDXY GROUT 2) CORNER LOCATIONS SHALL BE PER DETAIL V ON THIS
MASONRY UNITS, TYPE 1, GRADE N-1. NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER S CONT. SHEAR WALL TABLE ON SHEET # 9 6o6xjO/IO WW.F. SHEET.
OF 2000 PSI ( f ' rn - 1500 PSI SHEAR WALL TABLE ON S14EET 9 CONC. SLAB w/6*5xlO/1O W.W.F.
& NUTS WHERE REQUIRED
WASHERS
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. STUD WALL 3) INSTALL COUPLERS.
IS SHEET AND PER MANUFACTURER'S
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH 6x6xlO/10 W.W.F. PER DETAIL "S ON IM
RECOMMENDATIONS,
6 in, LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. D.C.. 6 MIL. V.D. OVER CLEAN. (2)-05 CONT. HOOKED CONCRETE FOOTING
& TIED AT CORNERS
WELL COMPACTED TREATED FILL
K
R
P
S1
0
EE
L
U)
7PESIGN C
—2
2.10
VSSECM FC
__�ORNE�S� TAIL
A OR
'M
SHEET 9
JE B TS MAY
SHEAR WALL TAI
STUD WALL
WOOD FRAMING
MIN. 19"
BE SYP J2 AND NSTALLED PER AITC AND TPI AND NATIONAL #4 RODS VERT. ON 487 O.C. & AT CORNERS, BOLT RUN DETAIL (TYP) ( i
1) ALL WOOD FRAMING SHALL ED 0' INTO
VERT. RODS SHALL BE HOOK
(2)-#5 CONT. HOOKED (N.T.S.)
DESIGN SPECIFICATIONS FOR WM CONSTRUCTION. 41..' - I TURN DOVM SLAB DETAIL
FOOTINGS 0 BOTTOM AND 12' INTO SLAB -mil =_ ':'.:,*
2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLO41ING MIN, DESIGN VALUES: 0 TOP. FOR HORIZ. REINFORCEMENT. USE v & TIED AT CORNERS RAGE
9 ga. HORIZ. JOINT REINFORCEMENT MIN, 16"
SAWN LUMBER LAM. VENEER LUMBER ON 16" O.C. (MAX.)
Fb - 1120 PSI Fb - 2,600 PSI
Fv = 90 PSI Fv - 285 PSI 7; BLOCKING REO'D
E - 11,900.000 PS 48" (MAX.) OR BETVIEEN OUT0114GE05
Fel - 565 PSI 2X4 BLOCKING 0 SHEATHING JOINT 2x -2,5
CONSULT ENGINEER 4 TR R �—HURRICANE CUP H CONT. 20 SCAS FROM Top 'M
Fc - 1.455 PSI TURN DOWN SLAB DETAIL 0 4 O.C. 9OTTOM CHORD To SERVE AS NAILER
E = 1,600,000 PSI 1 4* FROM CABLE END U-HANGER 00 ECIUAL 0 49' D.C. PROVIDE CLIP FOR 400 Ibs.
3) ROOF & WALL SHEATHING SHALL BE 7/16- ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20*(W)x 110*(H) CONCREIL FOOMING EXCEPT 0 GARAGE SHEATHING 2X4 BARGE RAFTER CON1, FOR X-BRACING 0 3'O-C' OF LATERAL SHEAR
REIL P%'
SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 RODS CONT. L- — — — — — - 7/16- STRUCTURAL ROW SHINGLE STRIP BOTTOM CHORD OF COMMON BOTTOM CHORD OF GAME
TYPICAL FOUNDATION DETAIL 6x6x1O/10 W.W.F. TRums 0 24' D.C. . C END TRUSS
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY. CONCRETE FASCIA 12d NAILS 0 8 a
OR SOIL SHALL BE PRESSURE-TREATED.
-BRACING Top CHORD OF GABLE END (3) 12d MAILS DOUBLE TOP PLATE
214 X
EACH
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR 0 Ir_O* O.C' TRUSS DROP 3-1/2-
APPUCATION. FASTENING SUBJECT 70 MOISTURE SHALL BE HOT DIPPED GALVANIZED TO AM
A-153-80. SCHEDULE A (2)-05 ROOS CONT. 2*-0'
S) ALL METAL CONNEC11ONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS- 70 SCAB CON1. TOP TO MA)L
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-50. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE 16 BOTTOM CHM 0 8 A. OPENING
OF BEARING WALLS (PRE-ENGINEERED FRAMING) INTERIOR STEP DOWN DETAIL FROM CAKE 2.4 13LOCKING 0 48* D.C. BETWEEN
7) SOLID BLOCK ALL JOIST Mb RAFTERS AT POINT OF SUPPORT. CONT 2x4 SCA13 FROM TOP T� GABLE ENID TRUSS AND FIRST
TRUSS No. OR UPLIFT TRUSS TO TOP PLATES To FOOTINGS — — — — — — — — — — — — — — — — — — — - 907j�M CHORD 0 X-BRAONG COMMON TRUSS
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 TO STUD TOP OpROMDE AW11ONAL 20's AT-
DESIGNATION (Ibs) PLATE OR SOLE PLATE SHALL BE VERTICAL IF HKII-IER THAN 41r
INSTEAD OF SYP #2. GATOR BOLT 2.4 SCAS IF VERT TO FORM AN 'L' SHAPE) CONT, 2x4%812 SYP, LATERAL
ANCHORED TO SLA19 W/ WM IS NOT PRE BRACE 0 24 O-t
ALL 711M EMS CODE H" =11 O0A'1OR 1/2*0 GATOR BOLTS SPACED ISOMETRIC MEW
EXCEPT ONES W!2'005 SPACED AS 2x4 STUDS
OUTLINED BELOW 10RAP 0 is" O.C. PER SHEET ADDITIONAL LS(TIP) sovom cNORD OF (3)12d NAILS SHOWING LATERAL BRACE TO
EXP. BOLTS MAY BE NEEDED PER (3) 1 GABLE END TRUSS
SCHEDULE "B" MISCELLANEOUS FASTENING SCHEDULE SHEAR WALL TABLE ON SHEET #9 AT X- NO CABLE END TRUSS
GxOxlO/10 W.W.F. -PLATFORM FRAMING-
CONNECTION FASTENER NUMBER OR SPACING A1,A2 r CODE HCPtfi 11ro*ATOP OMTS SPACED AS (2)-2x4 TOP PLATE (N.T.S,)
90%$11M SMAP SHIOVIN ON 3MEET 0
15d COMMON 2 B9 OMT.A2x4x8',f SYP 4 STUDS 0 16" O-C- CAD FILE NAME
TOP OR SOLE PLATE TO STUID. END NAIL 4 LATER L ORA 0 21V D.C.
STUD TO SOLE PLATE, TOE NAIL 8d COMMON
2X4 BLOCKING 0 45'OC- COVE
DOUBLE STUDS. FACE NAIL 10d COMMON 24* D.C. OSO BETWEEN CABLE &FIRST PARADISE
7/15 ON lot.
LQT #5
DOUBLE TOP PLATES, FACE NAL 10d COMMON 161 O.C' NAILED ON 4
TOP PLATES, LAP MD INTERSECTIONS FACE NAIL - 2-15d OR 3-10d COMMON Z.M(,,W PLY)OR (?x)Fij6M6WA7OR DOLT LOCATED WININ '2)-05 RODS CONT. CLIP 0 a"D.C. CUP
CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" D.C. ALONG M EDGE B5,B7 821-1916 rD MMME PLY) 0 0 NE CF TRUSS BEARM 20- pROMDE A MIN.'400 bil OF SHEAFL JAX. BEACH FL. DRAWING NO.
NAILED W/(16)Ild
COMMON NAILS PLATFORM FRAMI
PLYWOOD & PARTICLEBOARD SHEATHING: (2) TO CATOR BUTS IWADED PTO INTERIOR THICKEN SLAB DETAIL GABLE END DRAA BY- APPROVED BY: HEET NO,
ROOF - 7/16' OR GREATER Bd COMMON 6" D.C. EDGES & SOP3'SUM"NAIUM WA ISEMOOr HOLODOWS NOTE: (NIT.S.)
8' D.C. INTERMEDIATE 6-4500 TR=WA14�-lod COMMON NCIN OF X-BRACING MAY APPRl)VED gy,. LJG
K#LS EACH&IMTED To TOP UNBRACIEDLE
WALL - 7/16* OR GREATER ad COMMON 6 D.C. EDGES & I RATES W/Ilro OA=11011.113 e4G"', NOT EXCEED 10 ft.. IF LENGTH DOES LOUIS GAB IEL E. 10 OF
1;* D.C. INTERMEDIATE MISC. FOUNDATION DETAILS EXCEED 10 ft., ADDITIONAL SCAB Is RE". DATE: 5/10 1 11
'FOR MW DESIGNATION. 1 111., 1 ?010
Sa IN=emolloDvm By (N.T.S.) SCALE: AS NOTED
pffe 44�I t CT
*!OR SEE SHEAR WALL TABLES OF SHEET