Paradise Court 616 DATE:
12/27/01
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APPROV '-
CITY OF ATLANIM
13UILF)ING OFFIC':
FEB 0 6 2JU-
City of Atlantic Beach
Planning and Zoning Department
This approval verifies compliance with applicable
zoning, subdivision and other local land
development regulations, but does not constitute
approval for the Issuance of permits. Compliance
with Florida Building Code and all other applicable
local, State and Federal permitting requirements
must be verified by al lure of the CftX of Atlantic
Beach Building OM ' prior of a FERSPECTIVE
Building Permit. PAGE
Approved Br. ammunI Val t=01reow 1201 KEVISEE)
Date.
13UILP SET WITH 10 x 15 LMAI
Co I
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DATE:
5T3 1/2 — 76 12/27/01
20'91/2
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42"
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SGREENEP cq
LANAI 71 x 107 ffi
97 x 147
321/2 9131/2 Lo
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N-fT)C ACCESS PECK R"GF
ATTIC WITH rLYWOOO to CLOSET
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HALL IN
110 112 LAUNPFY x ea
7,3 510
--7 01
�=�GARAGE 611 1'1/2 2'41/2 Cs
07 t94
MASfER DATH MA5TER DDRM
5'A 9' x 01
2'
C) CQ 00 005
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91t x 117
17' rZ.3 101
17
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7 7 7 7 7 7
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2112 8-31/2 2'10 2'61/2 LIVING AREA
1267 5ot ft
19, 10'4 2.4 1014 5A 1/2 12'71/2
PAGE
FLOOR FLAN
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12/27/01
a—or ......
F AT CEILING
FULL
HEIGHT
I WALL
CATHEPRAL CATHEDRAL
L CEILING CEILING
CATHEDRAL CEILING DENCH
ALL OTHER CEILINGS,NOT NOTED TO I SEAT
13E FLAT CATHEDRAL CEILING
ROOF PITCH LJNLF-55 NOTED TO
13E
�36-KNEEWALL m C"j
7;12. ALL INTEPIOR PITCHES TO DE C\j
w/cOLUNIN
MAXIMIZED A5 4:12 tO
FLAT CEILING
42" m
LIVING,,'
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6FLATCEILNG F
LAUNDRY CATHEDFAL bath and doe)at
CEILING,
'---L6XRACE 16'DEEP FLNff SHELF-
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6FLAT CEILING MA5TER 5ATH
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LIVING AREA
1267 561 ft
ROOF FL,AN PAGE
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DATE:
12/27/01
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NUMDER On SIZE CODE REMARK5 1267 5q F�
U05— -MMF 26666-PANEL 5FEEL ML M
DOI -- I----T657-0- 16070 PANELED 5TEEL GARAGE POOR W/INSCRT5
002 1 28—f:lb - 286815 LITE FRENCH STEEL POL DORE
77— WINDOW 5CHEDULE -D�3 � 4 206b 6- PANEL INTERIOR
QTY REMARKS V0-4 ---'-1 ---20-65 6-P)�W7FMERTOR-—FccKET,
I . 26W ANEL I�ITERIOR.- FT—KET-
-7— 2666 6-PANEL INTERIOR
6-PANEL INTERIOR-TWET
2568 -�ff7fANEL INTERIOR
FIRST FLOOR ELECTKICAL PAGE
13UILI) SET SCALE: 1/4" - 1 FOOT
cst&
FRONT & RIGHT ELEVATIONS DATE:
SCALE: 1/4" - 1 FOOT
12/27/01
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13UILP SET
KEAK & LEFT ELEVATIONS DATE:
SCALE: 1/4" - 1 FOOT 12/27/01
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-- — — — — - -- --- — — — — — — -- --- -- — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — —
7.
'Q 7777777 . 7777.
77'"77 - 7 77
-1 F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F
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I LANAI wl ��4k-qouroy- igwaio-r (A�6",
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157 f
FRONT
PORCH (4
LOWER)
162 5ot ft
r — — — — --- - — — — — — — — -- — — — —
MAIN HOUSE 5LA5
Iok— 1251 5q ft
GARAGE (4'f LOWER) I 1UNLESS RULED OTHERW SE BY THE SOIL ENGINEER OR CONSTRUCTION
202 5q f t PROFESSIONAL THAT IS I AMMIAR WITH THE HISTORY OF THE SPECIFIC -- — — — — — — — — —
CONSTRUC-11ON SITE OR Tf E GENERAL AREA OF ME CONSTRUCTI 3N SITE,THE
UNDERSIGNED ENGINEER IECOMNIENDS THAT AT LEAST(TWO),25 FT. DEEP
SOIL BORINGS BE, PERFORNED AT THE CONSTRUCTION SITE FOR 1.41E PURPOSE
OF EVALUATING TEEE DEERSOEL CONDITION AND TO INSURETHAT THE SOIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOUL (I.E. OR(ANIC SOIL
UNCONSOLIDATED CU-Y, �ETC ) THAT INLAY CAUSE FUTUIR-L ATRINFENTAL
17'
b STRUCTURAL SETTLEMEN'
HOWEVFI-'?,(6)-Yr.DEEP SOIL,BORINGS SUOULD DE PERf,0117AE D TO ESTA-BI-ISH
O-jtZNGS SHALL 0
CIE DUPill PF SOILEXCAV MON A"IJACKFfLI,NUMBER OF 13� 7 -7/
BE RECOMMENDED BY TILL SOIL ENGINEEIL A , I (N
IF NO DEEP SOIL BORING - ETITGATION IS IPE FFORNILD(I.E.25 F',!DEEP 9OH,
I IBORINGS)THEN THE UN MIGNED ENGfNEERASSUNIES THE FOI,LOWfNC-:-
I ITHE UNDERSIGNED(LF-ENC INVER)HAS No KNOWLEDGE OF ANY�:03SURFACE
I ISOIL CONDITION REPORT;-HU8,ALL FOOTINGSARE DESIGIaD A S SHALLOW
STEP UP I IFOOTINGS BEARING ON SOL),TILkT POSSESSES A NIAXMIUM BEAR 3 PRESSVRE
OF 2000 PSF . IF CONTRAC OR FOUND , N FERING
Y Drr CONDITI NS EITHER
I ITHROUGH S01EL REPORT OR SOIL REMOVAL , THEN FN LNEER OR
I JUNDERSIGNED SHALL BE NOTIFUD AND POSSIBLE FOOTING DESJIGREVISIONS
ODE LENUNTED
(LE.MAT FOUNDATIONOR FILE FOUNDA-1710N)MAY HAVE T
I 1PRIOR TO COMNENCING WXTH FOOTINGS WORK
— — — — -- — — — —
v
-- — — — — — — — — — — — — — — — — -- - — — — — — — — — — -- — — — — — — — — -- -- — — — — — -- -
41'
AC PAP-
FOUNDATION FLAN
SCALE: 1/4" 1 FOOT
-�(k E
L& 415 Pafp-.,b&e- cove-- CAD FILE NAME
DRAVANO NO.
ORAWN BY,. APPROVE0 BY;
Apppowo py. LJG I *-' () SHEET NO.
GAE3
DATE: 1/7-067- LOUIS, GABRI P.E.
SCAM AS NOTED vi to OF
YI TABLE FOR SHEAR WALLS FRAMING
10111 1 (GROUND FLOOR)
FLAT CEILING
\7) \FULL THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWIS.E
Li HEIGH r NOTED IN THE TA13LE:
WALL A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. 5/8' THICK BOARD
CATHEI)RAL CATHEPRAL 8� GYP. E30ARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2'
-->-I RESPECTIVELY.
L ,.,CEILING NG "J—BOLTS" (A307 STEEL) FOR EXTERIOR WALLS
c) soLE PLATE—CONCRETE: SLAB ANCHORS SHALL BE 1/2"Ox 10' LO
OR 1/2"o x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
cNrHEDRAL CEILING 13ENCH 7L
ALL OTHER CEILIWvS,Nof NOTED TO 5EAT
13E FLAT CATHEDRAL CEILING
REQ'D. SINGLE OR SHEATHING To STUDS FLOOR TO FLOOR
v
ROOF PITCH UNLESS NOTE[)TO 13E ANCHOR SPACING
TO DE FLAT CEILING DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING
7:12. ALL INVERIOR PITCHES
MAXIMIZED AS 4,12 2"
c%3 'NNEE LIVING/ 60" O.C.
COLVIONTO (D 7/15" OSB SINGLE 6" 12"
5GREENEP HALL MING, POKCH
(BLOCKED)
LANAI
7/160 OSB SINGLE 4" 12" 60" O.C.
(BLOCKED)
eli
ENTKY ADDITIONAL NOT'ES:
PLANT SHELF \a I
INDICATE LOCATIONS MERE HEADER BEAM SHALL BE
1) FOR LOCATIONS.CLO 0
S (D.
BOLTED PER DETAIL "B" ON SHEET # 1()
MLL
ABOVE SHALL
2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MEN-HONED
C::l
&'FLAT CEILING 13E E30LTED PER [)ETAIL "E" ON SHEET #IQ
0/
3) ROOF IMSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
SCHEDULE "An ON SHEET # 10 . STRAPPING INILL BE ADEQUATE TO RESIST SHEAR FORCES
DATH ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
1.
6'FLAT CEILING CLOSET
FLAT CEILING CATHEDRAL GEILI(D.
4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
\C� Yoult continueg over HAVE BEEN REDUCED BY 187- TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
METAL STRAPPINGS THAT
110 1/2 LAUNDRY ly FLAT CNLAIAS' CATWRAL �ath am�clooct WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL S AND TO STUDS OF
CONNECT STUDS To TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWN
% FOR THE SAME REASON. MENTIONED
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18
ABOVE
10CEFF rLMt SHELF
i. .... GAKAGE TOP AT 81-5 512P AFF 2
FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
&'FL AT TOP & BOTTOM AS SHOWN ON DETAIL W ON SHEET #10
(TRU-5E5 —7F
DESIGNEE)FOR OF
STORAGE) 6 FLAT CEILING MASTEK DORM
V FLAT CEILING,
CEILM
00 3 1
CATHEDRAL(D
0 CEILING
-MOM b)sx I
ALA% 4111110"
FiRsor Ftwrr.. IsHeAlL WALLS, PON qw] 0
-------------------------- --------- -- ----------------
/7--------;71
CA T101714C I
VIAL
L CA
GATKKAL ClUrl
42' Llvi,,* FLAt C1104
SCKEENEP KWI
LANAI WALL PORCH
——————--———
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DATK
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CATHEDRAL CJUJO
WV2 LAVtVkY
04
ARAOE
(JRUS�ES
Ctf, I __ ., 11 1 c"_.4
IGMD I'CA I
&FLAfCfjL#Q
14ASfER OORM
11 1
OtPRC04 0
CAPURAL
MR15 G& zuo:E
cz
--------------------- ---- CAD FILE NAME
------- ---------------------- OIL- -#1!5 P6KJ_jje_ Coqe
--------------j
LIVING3 PEA
&cnt�'vucD&'j firo-v-1 r267 uj I't DRAWN0 NO.
DRAWN BY: APPROVED 0y:
oc As 's[to W-A om 1"Qo�'t see '6&��_O "'r Op APPROVED sy: LJG f SHEET NO.
q Ott _p
AV for t I-Loo LOUIS CAB I Jp�E
SCALE, AS NOTED Z"l to-L- OF
0"
LISS roof heoders
ROOF 711 Houdels perr sheet JCJ per sheet#
RECOMMENDED STUD SIZES AND SPACING h "I I
DESIGN CRITERIA SCHEDULE "C"
LIVE LOADS;
ROOF........... ............ .......... ............ ............20#/sq. ft. WALL PLATE HEIGHT STUD SIZE SPACING
Ar
8'-0" THRU 9'-10" 2x4 is'
W!ND�LOADS:
WND,VELOCI'IY (PER SBC-1997 ED11TION)..................................loo M.P,H, 10'-0" THRU 14'-0" 2x 6 15*
SEISMIC LC"D (PER SOC-1997 EDITKON).................�IFFECTIVE PEAK ACCELERATION, A00,06 20 go. 24" long
13 twistyd str�cp
EFFECTIVE PEAK VELOCITY, Av<O.O5 14' 1" THRU 15'-6" 2x8 1 12) MOVS V$I A,Vi. 11 1
GEJERAL STRUCTURAL tNOTES: 19'-0" THRU 22'-0' 2X8 12' ?"IUD's S I mfsoV4.,
1) ITI IS THE INTENT OF THE ENGINEIER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2x1O 12. 1/2-0 CATOR BOLT
R EPUIREMENTS OF THE AUTIIORITIE--S HAVING JURISDICTION OVER THIS TYPE OF L PER SHEET #
CONSTRUCTION AND OCCUPANCY. WLL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE THE PLATE HEIGHT REPRESENTS THE VERTICAL
WITH ALL APPLICABLE CODES AND REGULATIONS. UNINTERRUPTED SPAN LENGTH OF THE STUD, is"
IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SHEAR WALLS DOES EXIST,
TO COMMENCING WORK. THEN THE SCHEDULE SHOWN ABOVE DOES NOT
APPLY. RULT
3) C NTRACTOR SHALL SUPPLY. LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHOR$,
AIN1ES, PLATES, OPENINGS, SLEEVES� HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D"
BE PEOUIRED BY AITAC14ED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA N(; WALLS
4) TI,ESE DOCUMENTS ARE TH[ PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
uwoouco) wirilOUT EXPRESSED WRITITN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET z (2) 0161tAfs0k),
5) ALL DErAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INIENDED TO BE TYPICAL AND UP TO S-04 3'-1" THRU W-O"_F6`71-THRU H0LGUuvN'
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK -
EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN, (3)1-24s (3)-2XIws T_w-2,12"
EXTERIOR WALL OPENINGS E. CONCRETE SL,AB
6) SUDSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED USE TWO(2)STUDS Of THE SAVE SIZE AS THESE Of THE WALL BON C: STRAPPING 0 TOP & BOTTOM EXCEPT AT CONCRETE
FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING GARAGE DOOR & OTHER LOCATIONS SHOWN SLA13
COADITIONS TO THE DESIGNER PRIOR TO COMMENCING WOK TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED ISTAD OF A , I & 11 11
THE THREE (3) PLATES MENTIONED ABOVE. ON SHEET # OF THE DRAWINGS
1) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND (N-T,S.)
SCOUENCE TD INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING 4.
STUDS SHALL BE CONTINUOUS'FROM TOP PLATES TO SOLE P fil':S.
CON STRUC-TION NOTES: PREENGINEERED ROOF 1RUSSES Detail "B", Jamb strapping
GATOR NUT @ top & Bott.
Det
P REENGINEIRID ROOF
GATOR
1) AIjL CAS I IN PLACE CONCRETE (EX(CEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI
COMP��ESSIVE STRENGTH AX 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. 3"x 3"X 1/8" Detail C Jamb strapping
2) K TINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON GATOR WASHER ((N.T.S.)) @ top & Bott.
STRUCTURAL FILL COMPACTED TO A, DENSITY OF AT LEAST 95% Or STANDARD PROCTOR MAXIMUM
DRY DENSIIY (ASTM 01557) FOR A DEPTH or AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. HURRICANE STRAPPING; PER
1
3) SCARING MATERAIL: THE FOOTINGS SHOULD 13EAR IN CITHER THE EXISTING FINE SANDY SOILS, SCH. -A' ON SHEET
w,IICH WILL REQUIRCO PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING ((N.T.S,))
LEVEL SOILS. AFTE13 COMPACTION., SHOULD EXHIBIT DENSITIES EOUAL 10 95% OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)
1) R 41FORCMG STEIL 90ALL BE ASTM A-615 GRADE 60 STEEL CONFORMING 'TO ACI 301,
AG 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 1/2"0 GATOR BOLT
5) Al L CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE PER SHEET #17
LAP SPLICED A MIN. OF 36 PAR DIAMETERS OR 24". WHICHEVER 15 GREATER UNLESS
OTI�ICRWISE NOTED.
6) Ti E MIN. CONCRETE COVER FOR F�OOIINCS SHALL BE 3 in, MIN, FOR REINFORCEMENT, GATOR COUPLER
I FOOTINGS (TO MAIN REINfORCEMIENT) ..............3 inches
�ILAII 1111 G1AD1,** ............................. CENTERED TOP PLATE
'-0"AROUND CORNERS OR OF WALLS RIM JOIST OR BEAM
7) H,RIZONTAL BEAM AND FOOTING BARS SHALL RE nEmr I
CO(MIR 13ARS WIfH 2'-0" LAP SHALL BE PROVIDED, I I
CONTRACTOR SHALL PROVIDE SPACIERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT
RCINFORCING STEEL SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES >�_
SHALL HAVF ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
9) ALL REINFORCING OEIAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR
DETAILI�']G REINFORCED CONCRETE 5TRUCrURES ACI 315 LATEST EDITION, UNLESS DETAILED USE LSTA 34.'Sv1f4 01;.S1911P
o,rHLR,Aisc ON THE STRUCTURAL DRAWINGS. 1/2"0 GATUR E30LT
10) AU CONCREI� WORK SHAILL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS PER SHEET I I __ I T
FOI� CONCREFF" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE CATOR COUPLER
FOR BUILDINOS" ACI 301. CORNER DETAIL POST STRAPPING @ TOP
NIASOKIRY (N.T.S.) I CN.T.S.)
1/2"0 GATOR BOLTS SPACED
1) C NCRFl[ MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET #9 . ADDITIONAL ,--STUD WALL PER SHEET ADDITIONAL RECESS SLAB 3/4'x 10" WIDE 6"x 6" OR 4"x 4" POST
MAtONRY UNITS TYPE I' GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER #4 RODS CONT. EXP. BOLTS MAY BE NEEDED PER AT GARAGE DOOR CATOR BOLT SYSTEM USE
OF 2000 PSI ( f ' m - 1500 PSI SHEAR WALL TABLE ON SHEET /J9 SHEAR WALL TABLE ON SHEET /rej EPDXY GROUT A60 "5wLF4o0, fo&T
4" CONIC, SLAB W/0400, ICI W.W.F. 1/2"0 GATOR BOLTS SPACED EXPANSION JOINT GXOXIO/10 AW.F. INSTALLATION INSTRUCTIONS
F
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF 'TYPE M OR S. 1)DETERMINE THE STARTINO POINT jAND VARK E17HER THE DRILL 6" INTO CONCRETE
STUD WALL
FORM BOARD BOLT LOCATIONS PFRIOR TO CONCRETE POUR
HORIZONTAL MA90NRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH IF'J-801,15" ARE USED OR QOLTr LOCATIONS DIRECTLY
6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 In. O,C_ ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS
I J_ 6 MIL. V.B. OVER L.-�'A N 6400/10 W.W.F. ARE USED. POST STRAPPING @ BOTTOM
WOOD FRAMING WELL COMPA07ED TF EAT I ED FILL '-:—(2)-#5 CUNT. HOOKED CONCRETE FOOTING 2)CORNER LOCATIONS SHALL RE PER DETAIL"L'ON THIS (N.T.S.)
TIED AT CORNERS
1) ALL WOOD FRAMING SHALL BE SYP J12 AND INSTALLED PER AITC AND TM AND NATIONAL ED 12"-- MIN. is' SHEET.
#4 RODS VERT, ON 48" 0. '. k AT CORNERS. A\
'D 6' INTO MR 3)INSTALL COUPLERS,WASHIERS& NUTS WHERE REQUIRED POST STRAPPING A
DESIGN SPECInexrIONS FOR WOOD CONSTRUCTION, VERT RODS SHALL BE H< K I PER DETAIL',r ON THIS SHEET AND PER MANUFACIURER'S
FOOTiNGS 0 BOTTOM AND 12' INTO SLAB IC42 1 (2)-#5 CONT. H BOLT RUN DETAIL (TYP� RECOMMENDATIONS, TOP & BOTTOM
COKED TURN DOWN SLAE) DETAIL
2) All. STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: 0 TOP. FOR HORIZ. REINF IRI:EMENT, USE TIED AT CORNERS (N.T.S.) (N.T.S,)
SAWN LUMBER LAM. VENEER LUMBER 1. -_Lu LL. 9 go. HORIZ. JOINT RE.NFORCEMENT MIN. 18- 0 GARAGE
Fv = 90 PSI Fy - 285 PSI M,ffi.
Fb = 1120 PSI Fb = 2,600 PSI ON 16" O.C. (MAX.)
Fcl = 565 PSI E 1,900,000 PSI 48" (MAX,) OR 20'"1
Fc; = 1,455 PSI CONSULT ENGINEER BLOCKING REO'D.
E = 1,600,000 PSI TURN DOWN SLAB DETAIL 11TWEEN OUTRIGGERS
ROOF & WALL SHFATHiNG SHALL OF 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20'*(W)x 10"(H) CONCRETE FOOTING 2P BLOCKING 0 SHEATHING IOINT 2x4 OUTRIOGER HURRICANE CLIP H-2.5
SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 ROOS CONT. EXCEPT 0 GARAGE 4 FROM CABLE ENO a 48*OC OR EQUAL 0 4a" D.C. CONT. 2x4 SCAB FROM TOP TO
U-HANCER BOTTOM CHORD TO SERVE AS N
7/16- 5TRUCTURAL ROOF SHEATHING 2x4 BARGE RAFTER CONT. FOR X-BRACING 0 8' D.C.
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY. CONCRETE A PROVIDE CLIP FOR 400 lbs.
OF LATERAL S14EAR
E
TYPICAL FOUNDATION DETAIL 6X6XlO/IO W.W.F. 77 T
OR SOIL SHALL BE PRESSURE-TREAIED. SHINGLE STRIP BOTTOM CHORD OF COMMON 'I FR U."AD I RC1
tl� TRUSSES 0 24* O.C.
FASCIA awrom CHORD OF GABLE
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH 12d NAILS 0 S' D.C. END TRUSS
,ATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM 4
APPLIC
A-153-80, BRACING
SCHEDULE "A" ..... 0 0.C. TOP CHORD OF GABLE END (3) 12d NAILS
1;�:q h�(2)-#5 RODS CUNT. TRUSS DROP 3-1/2- DOUBLE 1QP PLATE
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS, I I I
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED TO ASTM A-153-80. ROOF TRUSSES sTRAPPING SCHEDULE TO TOP PLI T 1:1 1 —2'-0*—
OF BEARING WALLS (PRE-ENGINEERED FRAMING) 2X4 SCAII CUNT. TOP TO MAX.
1) qOLIO BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 130TTOM CHORD 0 8 ft. OPENING -
MAY BE SPF #2 TRUSS No. OR UPLIFT TRUSS TO TOP INTERIOR STEP DOWN DETAIL FROM GABLE I -
e) GRAOF OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS DESIGNATION (Ibs) PLATE OR To STUD 'Top PLATES TC FOOTINGS - — — — — — — — — — — — — — — — — — — — - CON T. 2x4 SCAB FROM TOP TO 2X4 BLOCKING 0 48" D.C. BETWEEN
jj$fEAD OF SYP #2. CATOR BOLT SOLE PLATE SHALL BE BOTTOM CHO 0 0 X-13RACINO CABLE END TRUSS AND FIRST
i (PROVIOE ADRITIoNAL 2x4's AT COMMON.TRUSs
ALL TRUSS ENDS ANCHORED TO SLAB W/ 2x4 SCAB IF VERT VERTICAL IF HIQHER THAN 48'
EXCEPT ONES L sT t i "S I IAP 00, 1/2%QATOR BOLTS- AC M AS 2 4 STUDS 1/2"0 GATOR 13OLIS SPACED WED IS NOT PRESENT 10 FORM AN"L* SHAPE)
OUTILINFO BELOW SHOWN ON SHEET#-1 161, CUNT. 2X40'#2 SIP. LATERAL
TwIsr �Tvw 01C. PER SHEET # ADDITIONAL BRACE 0�Lr O.C.
3 CH if,1)0 L,E '13' -- MISCELLANEOUS FASTENING SCHEDULE
EXP. BOLTS MAY BE NEEDED PER (3) 12d NAILS (T BOTTOM CHORD OF ISOMETRIC VIEW
CONNIr7 rIONI FASTENER NUMBER OR SPACING -r-6 Cy(�IT5, 6X6XlO/iO W.W.F. SHEAR WALL TABLE ON SHEET 91 AT X-BRACING GABLE END TRUSS (3) 12d NAILS SHOWING LATERAL BRACE TO
1/2"0 OA1011 13OLIS I AC 10 AS
TOP 0 SOLE PLATE TO STUD, END NAIL 16d COMMON 2 IT6 L67�,%it,4pSO4, SHOWN ON SHEET J.1 (2)-2x4 TOP PLATE CABLE END TRUSS
-PLATFORM FRAMING-
SIU0 0 SOLE PLATE, TOE NAIL 8d COMMON 4 to 'n 6_so w?i HoV)*Duw4 Fv9s CONIT. 2x4x8' 42 SIP
CAD FILE NAME
U00L TOP PLATES, FACE NAIL 10d COMMON 16" D.C. cc
STUDS. FAG LATERAL BRACE 0
AA�.c;.
DOUBL I NAIL 10d GO W/ LrT2o 2x4 STUDS 0 16' OC -e
MMON 24" 0,C. 1186 T T. 2x4 BLOCKING
lop RAICS, LAP AND iNICRSECTIONS FACE NAIL 2-t6d OR 3-iOd COMMON
CON'NI,UOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE �-106 tA (2)-#5 RODS CONT. RZ7WEEN GABLE FIRST 7R",y LOT I ovi us z, 6OVE-
_ry -Ttr_o3>OwP CLIP EP 43"O.C. Cl 1P MUST
NIA 1 20" PROVIDE A MIN. 400 lbs OF SHEAR.
f'Lywov PARTI!��EPOARO SIjEAIHING; A 0)�A
--------- 8d COMMON 6" O�C, EDGES & 7�AX, DRAWING NO.
ROOF 1/16" OR GREATER 8" O.C. INTERMEDIATE 2. INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING 4�
-ro e 1.51"1 50h , GABLE END DRAWN BY. APPROVED Qy__�)
6q8 5 1-1 R)Ow UNRRACED LENGTH OF X-SRACING MAY (N.T.S.) /1, SHEET NO,
WALL 7/10" OR GREATER .8d COMMON 5" D.C. EDGES & I NOTE: APPRoveo BY: LJG
12" D.C. INTERMEDIATE MISC. FOUNDATION DETAILS NOT EXCEED 10 it.. IF LENGTH DOES 6'11�Z7 —C--)
SEE TRUSS ENGNEERING al- ALPINE FOR TRUSS OEstGNAUUN. EXCEED 10 R., ADDRIONAL SCAB 15 REQ'U. DAIEt LOUIS GABRI P.E.
SCALE: AS NOTED OF
R S 4 ES11f A R ALL-