2102-2104 Beach Ave HA NO WU UO
f
A
4 ' HIGH STUCCO f-11 I BA' (.-,/-�.-NERAL CONTRACTOR
I d "I hi EUEN
C 0 N S U
t A N D. S
7-0 A CONCO, A IR -C -1
STONE WALL AND KIA TERFALL By PO+ 7C�eV
BLK
2 HARD WOOD 4 ' lqlGlq NARDI— SH WA L�
COLUMIVS (TYP)
(04) 1016-204
TING WOOD FENCE
4 ' HIGH CEDAR SHAKE WA-It-- T
I I 1 101 PALM S Umf
K
STREAM CASCADE
$CALF- NOT TO SCALE
AK
x x x x �x x x
son
NEVA= ROP : TY 'S
PROPERTY STAKE (SA VE)
ROPERTY STAKE 7" MA CNOLIA
I I TI I 1 4
Tl-
7--
R T ST R I P
6 OAK
6" ORINNCH DRAIN
1.51 00ONCRIECTIEE STRIP
THE E3A5E OF THE EX15TING TREE
WITH CONTINUOU5 HANDRAIL TO CODE
7i,:ML
Le
J -4
ht
EY� L A- T6.14IN6
LL 5ELF' LATCHING t A
v
GAT NQ�
GATE AND FENCE
eu
TO BUILDING CODE.
--4
ARBOR/ TKE LL 5
BACK
1 .111 . 1 1 L 1r201 TRE"'E OR A N G�,E, 5 T L NE
4 OAK
4 6 6 "
LITDOOR SHOWER
A L) t
MA GNOLIA S
L AAJ- I I I I Ill I I I I
(SA VE)
ib
1. A. J
(SA
Mxgt
1.2 T
TU
I I I H
T.-.1 A— UY
Flantitig area
0 0 7Z
8
(SA VE) I I I -- 12 PA
(SA
VE) OT TUE3 VE
0 8 AK
_rq RELEA9
I* VE)
-4
�h J- T Ir Y I I I I I C FZ-il�1^< M-J\
J
PA IV
577 6 '
T
J- I: I t-T-u� 2 LEA i[WFISIONS F
J- I -T lanting. area
J� 4 F�)!,qriuncj area v#1p 2/11/03
V (SA VE
1-1 . tj
.,.Kock waterfall on wal
1 - 1 1 T1 1-0 Y.# , I
0 K
—4
ZZZZ-Z� ZZZL/Z
t V1,vi-J,
Lj 11N, N- 11x X1,
- 77
P=
PROP eTA 1ACA!
(15A Vi�)
UPON H(`)LL Y
8 OA A
T 9 1 1- � . .
H ALM
(SA VV)
14' PT. 6HINGLE FENCE z p
Y FIRE RT �4 F
83. 9 (SA VE) 0
PA
it
t I (5A VF-)
HT. DECORATIVE
MA50NRY COLUMN
\4' t-l". DECORATIVE
'N
-D L IMI ' MAaONRY WALL
SPEL
SIGN
GN
5OD
PALM
( 54 VE)
LID]
-N T
APPHOXIMA TE EDGE OF' PA VEME --T
5 FORM DRA IN
1 77
2,1t
d MICHAEL C. GLAI
8" CMU EXTERIOR BEARING 8" CMU INTERIOR PA�TITION
141 1 6P—Opp 1 4#-4t`
DESIGNER
I WALL w/ 1—#5 VERTICAL, w WALL w/ 1—#5 VERTICAL
go it @ 40" O.C. (CENTER IN CELL) @ 40" O.C. (CENTER IN CELL) 1159 GAIL DRIVE
f 71 0
EXTERIOR
FILL CELL SOLID 3000 psi FILL CELL SOLID w/ 3000 psi ATLANTA, GEORGIA 30319
L
EDGE
CONCRETE GROUT CONCRETE GROUT 993
CL
FOOTING 1—#5 VERTICAL DOWEL --%\: < —#5 VERTICAL DOWEL
10"d xl611 MONOLITHIC S-1
THICKENED SLAB W/
_j
0 40" O.C. w/ STD 90* 0 40" O.C. w/ STD 91 CHRISTOPHER C. KATHE, IN
2—#5 CONTINUOUS SO S —
Z
z S2
BEND INTO CONCRETE z
—————————- BEND INTO CONCRETE
CONSULTING STRUCTURAL Eli
2—#4x3i
RECESS SLAB FOUNDATION, ALIGN w/ FOUNDATION, ALIGN w/
z -—— —————\N1 HORIZONTAL AT LO U-)
496 OSCEOLA AVENUE
3 /, FOR SHOWER 1 00 WALL REINFORCING ABOVE 4" SLAB ON GRADE, WALL REINFORCING ABOVE — 4" SLAB ON GRADE,
CN JACKSONVILLE BEACH, FLORID,
INSIDE CORNER I PLAN SEE PLAN
20"d x'121 MONOLITHIC SEE
0
0 —————— t 1 (808) 329,7737
20"d x12"w MONOLITHIC CONCRETE FOO
TING w/
-.-i X
—A X x X—X-W— FL P.E.
2—#5 CONTINUOUS
00 a A
CONCRETE FOOTING w/ T T 69-0" Z'
0 L Qxf
of
2—#5 CONTINUOUS 4 /01<01'</�
1 44 4
8
LO
!'j ,
S-1 810
S-1 SHOWER DIMENSIONS 1 0"d x1 6"w MONOLITHIC
N`
3/4" STEP '/4" STEP
-0) SAWCUT JOINT _J
�/� 14 THICKENED SLAB w 3" CLR
of 46"
2—#5 CONTINUOUS
H
of 11-41'
1-4
'C-14
A
20"d x12"w MONOLITHIC
If 3"
CONCRETE FOOTING wl
L ICLR
10"d xl61oii MONOLITHIC rj
r -I
2—#5 CONTINUOUS 1
THICKEkD SLAB w/ I
L
S-1 2—#5 CONTINUOUS CABANA MONOLITHIC FOUNDATION
———————I — 1r5 CABANA MONOLITHIC THICKENED SLAB
---- ---- ----
#5 DOWEL
`�� INCREA* SE SLAB TO 6" THICK.
TYPICAL
—————— -—— ————— ADD #4 HORIZONTAL @ 12" O.C.
SAWCUT I JOINT U) SAWCUTIJOINT SECTION r2 SECTI ON
EACH WAY, MID—DEPTH
v 0 SCALE: 3/4" 09P SCALE: 3/4 11-019
of STEP
_00 SLOPE SLOPE I I SLOPE SLOPE 1 8" CMU INTERIOR PARTITION
1—#5 VERTICAL DOWEL
00 WALL wl 1—#5 VERTICAL
SLAB ON GRADE, BEND INTO CONCRETE
@ 40" O.C. w/ STID 90* @ 40" O.C. (CENTER IN CELL)
U 4" FILL CELL SOLID w/ 3000 psi
C-4 4" CONCRETE SLAB ON GRADE SLOPE
SEE PLAN FOUNDATION, ALIGN w/ CONCRETE GROUT
< <
uj V) wl WWF 6x6 W1.4xW1.4 OVER UJ V)
WALL REINFORCING ABOVE
0- a- CONCRETE SLAB ON GRADE
4" SLAB ON GRADE,
1 6 MIL VAPOR BARRIER ON I
0 1 3 3 0
_j TERMITE TREATED _j w/ WWF 6x6 W1.4xW1.4 OVER SEE PLA
N
V) S-1
I S-1 V)
COMPACTED FILL 6 MIL VAPOR BARRIER ON
1, Ile AN \N�
TERMITE TREATED N, 14d "i —)5--�7--X'- x
N, A
20"d x12"w MONOLITHIC 4
C14
L———————————I — ———————- C -- —— —— ————— _j COMPACTED FILL q "04
A N-11
4
CONCRETE FOOTING w/ I' N, 0
SAWCUT N
to Ak'�A
2—#5 TOP AND BOTTOM, oil
61-49' 61 "N, v
20"d xl211 MONOLITHIC CONTINUOUS AND #3 BAR
20"d x12"w MONOLITHIC SUPPORT STIRRUPS 311 101/2 1 x16"w MONOLITHIC 3" CL
ICLR
CONCRETE FOOTING w/ 1 6P—Olt 12'1 16"1 CONCRETE FOOTING w/ @ 32" O.C. it----0.1 -a
C) THICKENED SLAB w/ )f
4
2—#5 TOP AND BOTTOM, 2—#5 TOP AND BOTTOM, 2—#5 CONTINUOUS
CONTINUOUS AND #3 BAR
CONTINUOUS AND #3 BAR 44'1
SUPPORT STIRRUPS !--mv SUPPORT STIRRUPS CABANA MONOLITHIC FOUNDATION MONOLITHIC THICKENED SLAB AT SHOWER
0 32" O.C. @ 32" O.C.
CABANA MONOLITHIC FOUNDATION PLAN.
r3 SECTION r4 SECTION
SCALE: 1/4" = 11-011
SCALE: 3/4" 11 SCALE: 3/4" ip-001
PLAN NOTES:
of NGVD.
1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION +14'-0
Al
1 4
2) BOTTOM OF EXTERIOR FOOTING- ELEVATION —li
3) FOR DIMENSIONS OF WALL OPENINGS SEE ARCH PLANS.
81P 8 11
SAWCUT JOINT
.... ....... ......
1—#5 VERTICAL EACH — 6 ELASTOMERIC SEALANT SEE PLAN
3/4 DEEP SAWCUT
4" SLAB ON GRADE,
SIDE OF OPENING, S-3 1—#5 VERTICAL 00
TOPi WA AT EACH CORNER, 4'
01 TYPICAL
EL. +8'—1 211
ABOVE FLOOR v TOP OF WALL 8"x16"i CMU COLUMN b
SAWCUT CONCRETE SLAB WITHIN
El El If NOTE:
EL. +8'-10'/2 to 4 TO 12 HOURS OF CONCRETE PLACEMENT W/ 1 —#5 VERTICAL oaf.
ABOVE FLOOR 00 44
CLOSET 17 A CENTERED IN
SIDE OF OPENING, 2
1—#5 VERTICAL EACH EACH CELL
SEE DETAIL 7/S-1 El 8" CMU EXTERIOR SIMILAR
TYPICA�*V 0:
TOP OF WALL 12
7 BEARING WALL w/ /— TOP OF WALL
8" CMU EXTERIOR to - 1—#5 VERTICAL Aii
EL. +61 S_ --.- -8 CMU ALL AT S_ EL. +611
BEARING WALL w/ 1.11 SAWCUT SLAB
I off ABOVE FLOOR
ABOVE FLOOR 6 — W/ @ 40" 0.C. 8 X1 6 x8" QMQ COLUMN
1—#5 VERTICAL 4" CMU IN—FILL
1—#5 VERTICAL @ 40" O.C. 0 EIr El 1—# VERTICAL 0- F WALL AT REAR 1—#5 VERTICAL
AT D
A�/ ER PLAN EACH CORNER, r5 ETAIL r7ifiii D TAIL /44
AT EACH CORNER, OF FIREPLACE
0 TYPICAL
TYPICAL DOG
i —off
77 GROOM 0. ' El El:
SCALE: -3/4" 110" ��—1 S C7 E: 1 of
77"
1—#5 VERTICAL —N,, /7 1 VERTICAL
BATH -
CHRISTOPHERC.
AT EACH ———————————————— ---- -- El AT EACH WINDOW/DOOR KATHE FL P.E.
INTERSECTION ——————- ————— INTERSECTION ROUGH OPENING 1—#5 VLHIIUA
r- ————— —————————— CENTERED IN CELL
1_�_ 1—#5 VERTICAL, FIRST FIRST TWO CELL,
1—#5 VERTICAL, FIRST -----, 1—#5 VERTICAL CENT:.RED
L/
EI El TWO CELLS AT END 'OF 1PC 2"x8" P.T. SYP 1—#5 VERTICAL
TWO CELLS AT END OF i i� I - IN FIRST CEL 8"1 BALD CYPRES
r 0 ::111'',
\ El j
ED J WALL/BEAM SUPPW, No.2 "BUCK" @ 40" 0.
WALL/BEAM SUPPORT, 4" CMU PARTITIO LS BEAM ABOVE
SEE DETAIL 8/S_1 —————————
SEE DETAIL 8/S-1 AT SIDES OF A P A
3
L——— ———
3 (INSTALL AFT 3
TOP OF WALL —/ S-3 7 y-P Z XL���—————— S-3 LINTEL CO LETE) \\— TOP OF WALL ----- ---- ---- FLORIDASEAL
EL. +811 uj I ABOVE ————————————————————— ABOVE Li
m EL. +81
m b"i CYPRESS BEA REVISMS: DATE:'
ABOVE FLOOR < I I < ABOVE FLOOR
Ld Lu
M D D BUILDING PERMIT ISSUE 06/24rd
U) r7 ETAIL r8 ETAIL
w m I f I I LLI REVISION Ii 07113re
Of x
un I V) I I I 1 0
V) V) I I I I >:: SCALE: 3/4" 1'_0" SCA�E: 34 REVISION Ii 07131re
>_ I COVERED MEDIA
SEATING
�5 \ 25" LAP MIN. DRAWN BY:
X I x DATE:
�-3 CCK 06/24/2
00
00 C-4 SIMILAR
_x x APPROVED BY:
_00 :d VERTICAL @ 40" O.C. GCK
8%16"1 CMU 00 ,-- 8`ox16"i CMU 1111 11 FILL CELL SOLID W/ 3000 psi
CORNER COLUMN w 1—#5 VERTICAL EACH JOB NO.
CORNER COLUMN W/ —————————————————————— ———————---———————————— 1 CONCRETE
- ———————————————————— — 1—#5 VERTICAL IN CORNER, INTERSECTION, E08-024
1—#5 VERTICAL IN ———————————————————
EACH CELL, SEE 8" CMU WAI I A
EACH CELL, SEE 81 CYPRESS BEAM 8"1 CYPRESS BEAM AND @ 40" O.C. <
_j
DETAIL 6/S-1 ABOVE DETAIL 6/S-1 FILL CELL SOLID w/ NEW CABANA FOR:
#5 HORIZONTAL
3000 psi CONCRETE LO
i TIE BEAM REINFORCING
TOP OF COLUMN —// TOP OF COLUMN Nii ROCHOW
EL. +8'—O's CABANA WALL REINFORCING PLAN +81 RESIDENCE
#5 HORIZONTAL
—A '4
ABOVE FLOOR A OVE FLOOR TIE BEAM \\— B" CMU WALL
SCALE: 1/4" BEACH AVENUE
REINFORCING
ATLANTIC BEACH, FLORIDA
FRAMING NOTE: GENERAL 1) ALL EXTERIOR LOAD BEARING WALLS AND INTERIOR INDICATES 8" CMU LINTEL BEAM
CONTRACTOR TO COORDINATE PARTITION WALLS SHALL BE CONSTRUCTED 11 8" CMU AS PER DETAILS ON SHEET S-2 TYPICAL CORNER SPLICE TYPICAL HORIZONTAL SPLICE
LOCATION OF FRAMING MEMBERS AND REINFORCED wl 1—#5 VERTICAL AT EACH CORNER, CABANA FOUNDATION AND
IN ELECTRICAL FIXTURE LOCATIONS. WALL REINFORCING PLAN
ITH HVAC DUCT WORK AND INTERSECTION, AND 0 40" O.C. SECTION SECTION
2) ALL ROOF HEADER BEAMS SHALL BE 8"1 BALD
CYPRESS NO.2. AS INDICATED SCALE: 3/4 of 1 li—opt SCALE: iii-o"
J,
L
-MI
smi
-t- / HAHL) W(JU1_)
4 ) HIGH STUCCO WALL —BY GENERAL CONTRACTOR
ELLEN
I I v c 6 1
ti A ri
ND WA TERFALL BY PO+. 7cNlvfR;4
C)((Fos CONC, BLK
2 HARD WOOD 4 ' HIGH HARDI— SHAKE WALL
COL UMNS (TYP)
'STING WO OD FEN CE
4 ' HIGH CEDAR SHAKE WA-M
OAK I 1 10
ALM.
I L I I STREAM CASCADE
$CALF-- NOT TO SCALE
AK
x x x x x
x
]Nmw L wh� None
RO Tv
(S4 VE)
PROPERTY STAKF_
R OPER T Y 5 FA KE 7" MAGNOLIA
�32
7!
f
I T*** I
CONCRETE STRIP
6 OA K
I--A
1W
THE BASE OF THE EXISTING TREE
WITH CONTINLIOU115 HANDRAIL TO CODE
1 U3
j J.
@
jr
Ll
f f
f f
F Tc
%:,ELF* LATCHING
I ;'T
AT
G. ;ANE, ##Ndt
ATE AND FENCE
0 TO
I I I KI 1 1 1 -1 1
t IL 01146 d
"r BUILDING CODE.
AR501R/ TRELL
0 1 A 6ET 71, L lNE '
lr2:01 TRE*p N(�
E- 1,X
4 OAK
4 6 6 "
TDOOR SPOUER
4 / 8 // MA GNOLIA S
(SA VE)
I I 1 1: _1 I .J .
LLL I I WE 61
Planting area 94
4 0,
(,5A 'I I I I IJI I I io 8 OAK
VE)
40
(,SA
VE)
I I T
t
8 A K
L-L—L I I I I VE)
H
t
Wh r -i-- .
6 r-Z4�
1 t 1-1j , I 1 2 LEA
10 is
r T V H I I I T I -P ! - I. �. 1 9 l L
st vt 4 <
I 1 10 1"\'I I lanting,
PA'
IT
f
T- T J%. (SA VE
A I I I V
J -1. area
terfalf on wai,l
I -I T1 I F -I I I I Flanting area
'/Kock ma
0 K
Pi
0
\_x
I L \\ \>e'VN.,
'PROF ,
(,3A VE
1 rp
t
f
UPON HOLLY 'Wood 0
8 OA k'
H
(,SA VE) PALM
s/1 v--) 12 NING 10
4 PT. SHINGLE FENCE FIRE RANT
'A W)
83 PA
HT. DECORATIVE (SA W)
MASONRY COLUMN \41 HT. DECORATIVE
'No
MA50NRY WALL
SPEED LIMI
5IGN
SOD
1 () " PALM
LIDJ (sA vE--)
OF PA VEMEN T
APPROXIMATE EDGE 5 T()RM DRAIN
I p,
ca
MIMI
MICHAEL C. GLASS
4"x8" BALD CYPRESS NO.2 6 ........... 8%12" BALD CYPRESS No.2 DESIGNER
EXPOSED RAFTER TAILS 0 32" 0,-C. S_ 2 'x6" P.T. SYP No.2 2%6" P.T. SYP Io.2 BEAM w/ '/2"Ox24" 1159 GAIL DRIVE
w/ 2%8" SYP NO.2 RAFTERS @ 16' O.C. A TOP PLATE w/ '/2"0x12" TOP PLATE w/ 1/2"Ox`12" HOT DIPPED GALVANIZED ATLANTA, GEORGIA 30319
w/ 2%6" SYP NO.2 CEILING JOISTS @ 16" O.C. HOT DIPPED GALVANIZED HOT DIPPED GALVANIZED ANCHOR BOLT w/ 3%3%1/4" (404) 634-9993
J/
ANCHOR BOLT w/ 2"x2"x1/s"
ANCHOR BOLT w/ 2%2% PLATE WASHER @ 48" O.C.
PLATE WASHER @ 24" O.C. PLATE WASHER 0 24" O.C. AND EACH END
CHRISTOPHER C. KATHIE, INC.
8%8" CMU OPEN 8%8" CMU OPEN 8%8" CMU OPEN CONSULTING STRUCTURAL ENGINEER
INTERIOR BOTTOM LINTEL BLOCK EXTERIOR BOTTOM LINTEL BLOCK BOTTOM LINTEL BLOCK 496 OSCEOLA AVENUE
4"x8,"x3'-6" BALD CYPRESS NO.2 SI DE w/ 2–#5 TOP, SI E w/ 2–#5 TOP, w/ 2–#5 TOP,
7 JACKSONVILLE BEACH, FLORIDA 32250
32" O.C. CONTINUOUS CONTINUOUS
EXPOSED RAFTER TAILS @ CONTINUOUS
L m (808) 329-7737
S_ -H -H < FIL P.E. 36820
8" PRECAST ,t 0
(n
PRECAST LINTEL w/ 2–#5
---- --FJ SPLICE TO 2%8" SYP NO.2 RAFTERS //- 8 8" PRECAST
–#5
LINTEL wl 1
4%8" BALD CYPRESS NO.2 4%8" BALD CYPRESS NO.2 * LINTEL w/ 1–#5 CONTINUOUS
It. LOWER SHED ROOF CONTINUOUS b uj
LOWER SHED ROOF EXPOS D RAFTER 0 32" O.C. - ,.I EXPOSED RAFTER @ 32" O.C. -.L— CONTINUOUS I cuf-
_ r I FRAMING w/ 4%8" -H
FRAMING w/ 4%8" $oto 00 z
BALD CYPRESS NO.2 FL-72 FL-73 0
BALD CYPRESS NO.2 FL-_1� I u &
RAFTERS 0 32" O.C. RAFTERS 0 32" O.C. AT DOG GROOMING, AT DOG GROOMING AND AT COVERED SEATING
r=
BATH WINDOWS, AND BATH DOORS AND MEDIA
'ST
STORAGE CLOSET
4%10" 3ALD 4 4%1 BALD
CYP ESS NO.2 NOTES:
CYPRESS NO.2
\.j EXP SED HIP TYPICAL LINTEL ABOVE OPENINGS
'OR "OPENING LOCATIONS, SEE ARCH DRAWINGS.
EXPOSED HIP
RAFTERS
RAFFERS _j 2) PROVIDE 8" BEARING EACH SIDE OF OPENING.
2� �n 3) GROUT LINTEL SOLID w/ CONCRETE.
DETAIL
C-4
–3 v
Z
�_�5 co '\�2 SCALE: 3/4" 1'–0
zz INJI CN
––– - ––––I–––
IK 1 11 < 0
U) 11 @ CMU/CONC TIE 8%8" PRE–CAST LINTEL CMU/qONC. TIE 8%8" PRE–CAST LINTEL
of L A & I
LLmJ 1.11 x ESz__B`E_-]
ui @
m 1:
< S-3 x1 2"]�YPR a- BEAM AS PER :LAN #5 AS PER PLAN BEAM AS TR PLAN W/ #5 -AS PER PLAN
Ln
6 ,it
Lf) < I /r4 V) >_
V) 6 ui I I 1 0
L
m
-J,
0 U L
4%8"
XPOS 1 0
EA1-1 I
C-00 U00z
Of V) rw
u ui ii, M
S-2 uj LL_
LL_ r) loll fn <
0 A -i- kL 4
_j K- I tj < X
< Of I I - - - -
u ry r5 C m
V)
1::1 8" CMU WALL 8" CMU WALL
a- uj r ui
LLI >- 1111 00 0 –PLAN AS PER–PLAN
00 ly I
V) CL x 0 AS PER
-60
00 C) 11 1 x
x C14
1 4 V_
_x
O.H.
8"xl 3%8" CMU
811xi f9fx8fv
CMU 4"x10" BALD --,,,, CORNER COLUMN
BEL( W
B LOW EXPOSED HIP r8 121" C LYP R E FASTEN 2%8" P.T. FASTEN 2%8" P.T.
CORNER CO UMN CYPRESS NO.2
CYPRE!
RAFTERS SYP No.2 WINDOW
SYP No.2 DOOR
BUCK TO 8" CMU w/ BUCK TO 8" CMU w/
4
c;
4%8' BALD CYPRESS NO.2 2 ROWS '/4"OxW4" 2 ROWS '/4"0x,3 /4
4%8" BALD CYPRESS NO.2 S-2
TAPCONS 0 16" O.C.
TO
FASTEN EACH HIP RAFTER EXPOSED RAFTERS @ 32" O.C. TAPICONS @ 16" O.C.
EXPOSED RAFTERS 0 32" O.C.
INSTALL 6pcs MINIMUM
8"x`12" ROOF BEAM BELOW w/ INSTALL 8pcs MINIMUM
EACH SIDE EACH SIDE
2pcs-5/8"O x16" HEX HEAD LAG
SCREW w/ V/2"0 i WASHERS. 5
DRILL AND COUTERSINK V/2" S_ 2 x8" P.T. SYP 2%8" P.T. SYP —/
(TYPICAL) No.2 WINDOW
CABANA ROOF FRAMING PLAN No.2 DOOR BUCK
BUCK
SCALE: 1/4" = V-0"
1) ALL EXTERIOR LOAD BEARING WALLS AND INTERIOR ROOF SYSTEM DESIGN LOADS
FRAMING NOTE: GENERAL
CONTRACTOR TO COORDINATE PARTITION WALLS SHALL BE CONSTRUCTED w/ 8" CMU
LOCATION OF FRAMING MEMBERS AND REINFORCED w/ 1–#5 VERTICAL AT EACH CORNER, CONVEqTIONAL ROOF SYSTEM DESIGN LOADS:
AND HVAC DUCT WORK BASED ON INTERSECTION, AND @,;+0" O.C. RAFTER DESIGN DEAD LOAD = 10 psf 2 x8" WINDOW BUCK FASTENING TO CMIJ 2 )(8 R�QUQK FASTENING TO CMU
ELECTRICAL FIXTURE LOCATIONS. 2) ALL EXPOSED ROOF HEADER BEAMS SHALL BE 8"x12" RAFTER! DESIGN LIVE LOAD = 20 psf DETAIL
SEE I ARCHITECTURAL PLANS BALD CYPRESS NO.2. �!S INDICATED r2 �3 DETAIL
3) ALL EXf.Q$IE_D_.R_ HIP RAFTERS SHALL BE 4"xlO"
2 SCALE: 3/41' V-01f
SCALE: 3/411
BALD CYPkft§'?-- 0.2. AS INDICATED
4) ALL EXPOSED ROOF RAFTERS SHALL BE 4"X8"
BALD CYPRESS NO.2. 32m O.C. '/2" CDX PLYWOOD ROOF SHEATHI G. 12 INSTALL 1%6" TONGUE AND
FASTEN w/ 8d COMMON WIRE NAILS 5 GROOVE CEILING DIAPHRAGM,
0 4" O.C. EDGES AND 6" O.C. FIELD
FASTEN w/ 2pcs 8d STAINLESS
INTO EACH EXPOSED RAFTER 0 32" O.C.
STEEL RING SHANK NAILS AT EACH
1/2" CDX PLYWOOD ROOF SHEATHING. EXPOSED RAFTER INTERSECTION.
w/ 8d COMMON WIRE NAILS
FASTEN
c
0 4" O.C. EDGES AND 6" O.C. FIELD
INTO EACH EXPOSED RAFTER @ 32" O.C.
1 PC-1/2"0 A 2" HEX HEAD LAG PLUG HOLES ONLY AFTER CHRISTOPHER C.KATHE FIL P.E.361M
3pcs 5/8"Ox28" HOT DIPPED 12 SCREW w/ 111/2"0 WASHERS, FINAL TIGHTENING OF HEX NUTS
GALVANIZED THREADED STUD DRILL AND COUNTERSINK 11/2" SECTION A-A AND AFTER FRAMING INSPECTION
8%12" BALD 5
CYPRESS
ROOF AND HEX NUTS, TOP AND BOTTOM
NO.2 w/ 3%3'Y/4" PLATE WASHERS
BEAM INSTALL 1"x6" TONGUE AND
GROOVE CEILING DIAPHRAGM,
8"x1 2" BALD
C FASTEN w/ 2pcs 8d STAINLESS
STEEL RING SHANK NAILS AT EACH
ROOF BEAM
YPRESS NO.2 EXPOSED RAFTER INTERSECTION.
FLORIDASEAL
C14 I-
z 3pcs 5/a"Ox28" HOT DIPPED REVISIONS: DATE:,
4"x8" BALD CYPRESS NO.2 LAG SCREWS SHALL HAVE
:2 GALVANIZED THREADED STUD EXPOSED RAFTERS BUILDING PERMIT ISSUE 061240M
DRILLED LEAD HOLES WI TH
0 ------- '008
m ------- Ld w/ 3"x3"x1/4" AND HEX NUT, �,2" O.C. A DIAMETER APPROXIMATELY Ipcs 1/2 Ox8" HOT DIPPED REVISION NO.& 07/13r4
< m TOP AND BOTTOM 50% OF THE SHANK DIAMETER REVISION NO.zL 071311008
0 _j :2 GALVANIZED HEX HEAD THROUGH
V) 8"x16"x8" 2pcs 16d RING SHANK OF THE LAG SCREW. THE 4%10" BALD CYPRESS NO.2 �QLTS w/ V/2% WASHERS AND
STAINLESS STEEL TOENAILS
uj THREADED PORTION OF THE EXPOSED HIP RAFTERS
X NUT, IN A TOP AND BOTTOM
COLUMN w/ EACH SIDE OF EXPOSED DRAWN BY: DATE
LLJ LAG SCREWS SHALL BE ATEACH CORNER
IENTATION. DRILL AND
cr 1–#5 VERTICAL I
1 #5 VE R TI CAL RAFTER INTO ROOF BEAM INSTALLED BY TURNING WITH CCK 06/240M
00 z CENTERED IN IN EACH CELL A WRENCH AND NOT BY DRIVING cbUNTERSINK 11/2" APPROVED BY:
0 EACH CELL 8%12" BALD' CYP ESS—/' 5%12" BALD JYPICAL 4 LOCATIONS)
0 v WITH A HAMMER. SOAP MAY BE CCK
NO.2 ROOF BEAM CYPRESS NO.2 8" l -4" OVERHANG USED ON THE LAG SCREW TO
0- PIP ON i JOB NO.
1 4 8"xl 6"x8" CMU ROOF BEAM
FACILITATE INSTALLATION.
E08-M4
COLUMN BELOW
4 x8" CYPRESS EXPOSED RAFTER FAST NEW CABANA FOR:
8 x12" BALD CYPRESS ROOF -BEAMS
TO 8 x12" CYPRESS ROOF BEAM WITH ROCHOW
5/
R
AT 8"x16" x8" CMU SUPPORT COLUMN 0 x12 HEX HEAD LAG SCREW RESIDENCE
BEACH AVENUE
r5
D
r4 ETAI L SECTI ON 4 x1 0" CYPRESS EXPOSED HIP R A FTE R ATLANTIC BEACH, FLORIDA
it-Opp FASTENING AT PEAK INTERSECTION WITH
–Opp �,�2 SCALE: V/2
SCALE 3/4"
0 x8" HEX HEAD THROUGH BOLTS CABANA ROOF FRAMING PLAN,
SECTIONS,AND DETAILS
r6 DETAIL
'\�2 SCALE: -1 V2 1 0 Opp
S =2
�� -1 I ______i -7-_ ,.— - __. - ---- -- , � - I 10",,,"I 11-1401W.111WIC . . I ,-1-71. '. I ,'T, I
I .... � I I lllllk� - - 11-�T . ,I� �T � : 1 - - �,�,�,�I I I I �,.,�, , I I I
I - , -t, I ,
� - - ,114 � : :1�� I 11 , , � �,�_.,Z� , I I :,��,, � I _,, �,� c I �
. � I '' �V�,;',A �', -14W :_ , - 1
71 � I - I... 6 � - I
- , , 4 , , �
� , � . ,
,, �,_ . I
-111, �
, 1�:i�� i I I , , 1� 11 "�� " I 1'� - I ,�Xz,,, I - - I 11� I
I ,� � -_�, ',,�, 1� , I �
i � I - 1� -I'-� `- W , ��,_ I I . I I I-, _:c_", I ,
.., ' ' �11 I
� I - _. i . � � , , �4% ',� 1 14��ll - .. � - I � , � � , I I I I I I�� , " , ?"1,,� I
, I - - - I , . - I , � __: - " I , ", I I -, I 4i , ,�,
I :1 zo I...-z �', �w�,,4 , �� I I 11 , t I - I 1, � � " �� , 1,
�
�
� �
I ., I , I I I � 1 ,� 1. I , �`ll 11 1�
-
-
-
0 � , -, ,
� ,I�I., , , - , � I �I � I , - � , _ �
,
� � � , , 1�- - I I I I I , _ ,
,
,
0 :.,� �I I , , I I I ',' - ,
� I _1,1 . . , , � : � , - I
I I � � , , ,-_�,� � i,- ., I I - � �'l , :, I !, � I I I I --'.�,� : � _�,�t
I . _i. .....,,, � . - I I I 1� �� I I �
_1 -
I
1 4 [-a I I �- - " ;��A I , " , , " 11 � I I �
"il
,
1_11....- I 1-11 , - — -,v net, """"' I*
, ,I �
�, I �_
I- �l
`�
,
I . - � _�
I ��,� -� I I . I
, I � � � I
-�"" �� - - -7-,�, 1 � � I ; I I � 11 ,�� � I I I - I � I
z 11 , �,�, - " ' '" - � I I I I . �l � 11 I -1 � , �
__�,:�� ,� w,_
- i
* I
, _� , I 1��,� - z I . ,� I
�
�
. � i� t I �� I � -
' �_iz -� — I �_' - � " � I - I I I,'I, I I 11
11 0 - 1 , I '�" 11 �-� I'll �l I I I , � -
I I � I- � � -� ____�� ,-�., � 1,
� ,,,,, 1. ..._j , .'I-- - ,_ " . I . � I I I
, , - �, � � 0.
� - -.-�-I ,I I I � , .
�I �_i 1�� ,.� " �
- ��� I I
I � I . � � I
� 1� I ' 'I 11 . � � � � I ' L�I 4�;1,01 �sci PL�oj� L�J!m ,;LU196 100q
i I 1 . .
�
; � liv " I I i � GL�n ON - ,,,'I�;) 91 �
, 1, I '_-, VPJ NO WN - GNOU'V001 31VWlXO6c4c4V ENV ,01 -JO 1MVIN .9HI N1 CMV':DOI 9w:411 3 ON 0- , I cl:i sp!/\Ojc� 'qaloll � I I I I tl:�) (�)
-r U - �f(.�Gwlqc4 "I ,� 9101i
, -4 �'-�, � I
N`77:::�, �' '"""c:i",7,,( -i*.,�1),�3CN7 , wrPI aal U;q->t0jq �JjLjaj I I �
I , 1 -1 I ""', ,L%l -1 �7_ 1 1 � I � I I I I I I
I " �- . -
(3 M 1 _�,_%_, I 11 - . � - '� l 1.11",
. . I -
I � 1 �,, 11 I I I i � I I
I I 4t�`, �-300 I I :;NONO� � � -
I � ,� , � "; .3 no,y i aS'V9 CW9 N) GN3AV'ci 31- 1� I�l I C�19 Gl� I �
ii . N3R34 V,d ' - � I , I _ _ I
-
� � , ''I -, I 1. 1 - I � 1�� wl 9C4 9(?qe:D _/ 01�
- �., , I ; I .
� , - , - I'll V111111 . I �;�Z,11, �::>_01 I 110(? llr):� %>Ynji lZI - ,at I , I . t. ,
I I
,� ll� I - Ll . 1�1, I I � L I 11 � I- � , � I
I , , __ " 11MJS H100 11 I I I - �,.k , r
NlV&G AYOLS1' _ �� clasockX!w_�� � '' 'wl �0, 11 -- i -1 / 9 L4 4� r
A < I I ,� I 11, , 1 A, � (M/,Y ,O*) I � S� , awleci leqc->G
() * I �:� _', s:U_avOd7lvd -" � _*3i ON I
z A I IS -;'=.- _ I I
� Vd JO 30W'l - dddV __w I I I � I I , �eo_,'S^l 9!L�IE3.il^ qn!:)jano ^0
,, - - . 53xO9r/VN I
9 m I I L_j ,� - ��l 1 - I F � 11, js�6 fl go "t ,-Pcis , �? ,X-IH, zl - -, ,
(j) I � t `-, 1, I �� 11 . I 1
4 (34 VS) -, I m r1l I I I � ()
I 7 u u , (
I . I I - I I I 11 11 I � 1�
- -I �
It - 7 1 1*1 ,�I 1�,_ - � L_� I
� I I
H7Vd .01 9���,L �. i I 11 .
1> *11 -1 . 1 7 ! �_, � 11 , 1 1 C%Z 9L,� L�ja,�J.n- pg /, .:j?j0jjjgL4qja ejjoi,Zqj,� :I_Dll� L ()
I I I I
-1
� I
I
� �j I,X�l , I NOIS C wwt) 7 44- 1 ,�1.11 I .1;5)6' I go '' �, ,-gas , (? x lH101 - , �. 9 � � _0
() I Ilft/7 033dS N� 0 ,' . � , !
P z NDIS
,L-77LI)O ON, , I I X.10 F* � I I I I 1
-4 1 1 I I I I 111.1 � I _�
I � kY7Vd %, , I I
. - I I 'I" I i� 4 . 1_1 (.'iKVS) I M"Vd . � .01 � I I I I I . A I 9 A
I , -1 06*C9 \ I i I I I -P<�s , O) X-lftol 9,,� / qljo�! Lua/\ Xall
-J.][M - I -P yl � I � I 1""A040M VS) YW) ;;-1 I � ja6ll e::) " t , saj
9 , '%(3Av$) 04
I
� 9 j>. . . (4; I 0 'S i
�
. (34v) -,'T .. 1 (34vs) ' i - � _L I R110 H 1.404�r)
� I I - %111 I tV7Vcdl .0 9 'ji INY&UH 1-1 I I I I 'AM* I H AlOdnvA IVY?wo I I ( _L1.6 i I I I 11 10
I I - I- I - -1�,�, �k,
,
- -1 - � I I
I �A .91. IL" . ��.&� _�� �: I �
3NVLS dO ____ - - - --\,- -_ -_ __ _ _ _ I 11". I . s E3 Sai I 1:
_tl I - I- i.,L_ __ - - - W.-M-SM - -1 - I . . 1 ,� I I
� #_ . Ammwvw 11 '
� �, I
(P A :l"v"'0) . . f9g.6a 31WIS A183dO�ld , - � I I - �)I N"7'-L 0 (P
I u (P 3mA3ar I
0 (3 ( va 1 -2 "I 'll I o- � — WIM 'I".9 � - I �l z I 1:3 EL417"N 'NOL-4,�0z) / 314VN 717' G 'il El> ,,�INO
- A, (_�m es) .. I � � � I �M"&5 T*.,-*- I I I . p � �
z 0 fm- n lyd �lw _. I Z � I , , x I i I I I I A
I ,'I � . I
0 `< OW IV37 . � .. � MY ONINV�7 __ - _ S& I I __L__ I lj: �I 1� 11 I I'll :, k m
-
-4 ]�, 10- L- I?P :aLl � � I wv"" I I � .__ I ,� . " I I- �, _LG 1 7 IN 7=� (1)
-
( D ":,..) .trj N7 Xd .-Oi ,��l� , �' I I Inn )wt�l 1 � I 1 1 � 1
U3 1,D tlt i I I I" I I
I I I I � � , j )* 9m I -1 I � i*W) - I I I " I I � I .
-1 I I —_ , � 0 ______ -- I :
I � :111'', I � � * m I 1� -,
r� ��. �tvs I I �� .I*1�i IV 9 "I 20
- I , I ,
.; ", , I - - 7 (34W I I", � . �
u I �, . � y - I
I �bu M�Vd I - 11 . a -
I (P 101 = 11.1 I. .C) , , � 'I ,*�l I % �� 17 __9 101 .j I <
__4 tww*e :0 � - 11 l- � � --- 11 . I - I - I �_ 11 I � I � __ m
b
0 �� � Is I � I - . - I
� T_ � ., - gas � . I I � I I
I � I I I
-1 " I I . I I
� -1
I I
-
I- � - .. u
6 0 I ( : � I 1�
- t VS) - it I 1, vij I hi vs) - I ; I r I � I I
-1 I fli . I I I I _ __ 1�
"" I 1 Va.9 4�1. � - I I i -�AOH3�j S3H3NI I
u §11 - , :, I'l I 1 !.!.?-Y-O - I 11 I
��, F� I 101 � I
i 0 2 I t -_ I . I :G
� t3 47 .ei M I . )ivo. I I /\..I.- . _
� - :, ,,,:� RM --- I' t � 11 ,62T I
; , - -, I 11 I ,'I I I �
_0 7 - . , — - ",4m� 1 .
f r I .P j I 11 I C.-
,z, 01, - ;--::-j
I �, �R . . a I a5w I J�a , I
I
�
� 1�3 t�� �, � - 1, ��`L--- � " _L .___ �� I wurom.4".9 1-1,'L 11. : � 'St 1>
e ]�. A , 9' ill" 1,
i 1 0� _1�1., I � _�
� I I � - I I It I 'll I . ` �xl I 11 I "I� I -lVi0i ""' " I �
i z I,< . 0;�;� I I I .... 6,.A&ly.9`v.rrf It I .00 = �i]!HiO , I � I .1 I
11
:
-
� 6 u -I - I I (::� 1 �2 I lVd,71 1, mi.�,��I ��_'�_'-AL--7—.,-- � I I I � '41,19 Yl I 11 1, 7�, I I -1 � - u _11
Cri x I
; � � 11 �l N-�k — _ *=o.L I"IN*M wo 1"UROM0 I. 1�'- I I IJ I :� � I I'll i I I I I I "
, , , I ,-' ,,, , f , I I 'L ��% '
�,,, , , � ., " ,�ll ,I: S .4 - 41_� _�I,�z ,_:,i _�,,�_ "I�, I -11 "I ", ", 'M 3u ! - . i
I I I - � k'�� " '" I� A ,"�- 1; - 71 __ �, -.- _9j�� L!;p — � .11 � " ,�� � LM
-1" , - '�3HiO
,
(P I 1 . � 1 �i 11 � ,� - , 4�, AMU%"Spa au 110 a 01 I t � 'l � 1 # dnv�, ,-1 V v I
� 1, "I _4D - " , I I 1 �I _%km Op I -I / N . aavw WIVPQ amepaw 01 ( I i I <
,
-
I . � - I I I \ I I "I ; I
I I I I '06 � , 162 112/1'Ta .qtl c
: 0 1 1 _ __N____lvl0Tw .93& -AW40M � ) VO V-75,a .9 I I � . �
I A- / i ,t,T = SVP0NDVW IV3 .2 (Z ) � I -� 1`,'�
i I ��_ ", t a ? I-9 I— — i I
I I _.�.� Ltff_,.� I - V3&V I I !-� 1 7-
� I . . -1. ,, I maoco�w ,�. I � I -
� ]�. . . , � �l I �
I
A�i_ I I I -
I
I d I I I " )( I I ,i k, �,
� �NOU VA373 NV0.9 - I m
� I
_0 � v �4 It I NVO __� MOT / I - Nlw/l f, �,�,
I �, lw I I 1 .9x� \ . �11, . I
I
- � I I � . I ii \ / � I -A - � - .- � I� I � r .
__ -
m 3M 0WQ NO GN3AVci WtWtM , � �& .9* �_- -_ � - NVO 9 wo ,,z g ,.x I I I : . 1 ,,02 = S>IV[] �V:) ,tt7 (q) "02 � c� 1 1/02 ,2/,TB 10.� S>ivo ,
I I cagoavew t I . I I -I 11 � NVO I I ,)qo .9 I x - 70NOWN .9 1 ) I Lf` I � I �� � I t-
I> - . - I I - _'� . �k
, I
*' - I ,
I \--� -1,_,-' I I %1.0 ,�p ,�ll _� , I>
I 11 I . lffiwVO ,;; x I 11 1 -4�-� li I I t DIVE] "_IV311_� - 9
% ___, �- wo .9 . I �6 � �
A I - , X "'.1 I �i , 11 z
b . I I I r '_ I � I I , I I kl
� � x �, I I �
, ,
,
I
� �
I , I 11 � 6 1 �` -Ivd
\ I �: 11 ,�� � u
I 'A � 2.1 I I I I I
0 1 �11, . " X " NYO . X : "09C = SH-Ivd XT (9c) #091C I -, 122 1211,18 #t7-� S N
� I i I � ll��
-I �_ I -
I , I �
I � -1 EIN11 > �91 NJ la,61 .19L � I -1 I � (P I
I - I
r__ �1� I I C., &L_ — . � — , — , -, , — . Y � .-..-- . _ . . Ill i . I Al'-
_ ".- 1.le La �- � I ()
"I
- I wi" , Is - ,_-,I �� I --- 11 � I ll,i . a-�c\d i n o:i�j -�VAOH3c\�
-:4 1 Le V-�,_-; A ve 1. I -1 � �
17 1 1 F, _� , , " I I � I I I � li � IN I )�_
I
�-, I � I I I ' ,� I I I d3CIIAD�jd ' 1, � 0IivDIilN 0
m I , �dffrUS n7Vd : - �P, � I. I-_. I - I I ;,I I I . 0 i . I -
I 0 �.� 0 1 1 : I. I .
I
L �I I � � m
, �1_11
n 0 . �"3'-),V ps ,Yd:l --- - , I I 1� I I I -
I ! I ,. h
,
,
I -x -zz.�� x x x Ix I _1 ' ' I ll� I I I 1. I>
__L� I: I �- �
I 11
� I � I �, I . �
c " . T�: � �� -in3 -iv3 NOliVDIiIN
- - YF*kl*l I 1: I .
A - , -A - 11 __ - - - _ _ _ _ _ 1
-4 1 m () - 3WIS 416 dd - - - - T _v_-i- L4 li i I S � 0 I , I v
__D r- 137�� x I I �1� -,Y-)' I ,O I .. I I I � I I I � �A �0
AI . dNflLS H7vcfo I 1, 11 I . -1 �l I I , 0
1 11. 11 ,� )IFYO .* I I � � 11 �
m D. � I I 1, �� Jn_0 I I - I � I I I � -
r- ' ' I � I 1---;--,-w v � _1� I , I .
r i . 11 I )wo . � I � � � I:
, .
� I I I � � I I .11 L
'40, � ,, �� .�
� V1_4 00�* (dAl) ,,, I 11 , 1� - , . � -4 -
I � I'% 11 I I , I
k t
I (dvi) swvnvo �'rl �, -1 � I:1 I ' 'I I 11 000mcdvH ,,e I Vl,,,��b I I - , I
0 m �� I I I - I , � I m
I , " _ � . - I ; � ' ' I
-
z 1 )08 *DNO19 ,01 X ,Z'l X 'Z'I ,�'f,-.,�__ I I I" I I ; . �_. I � I
.
I ,,, - � /\0-40% 0 � I - 4 1 I ()
u - 1�.`�l - 1. I I �, I'll, i 1---d 7 `**� I
r (f) I � 1 "k -, - , I I :3 I . . � I - ,, 1, t , -4
�, I I NVO . 11 � � I 1 � . I
�N
I ,,
-
-n , , . 1 h � I x (V W , � li , � I I v � . - N011 �:) E .Lo =4 Ei=
,
2 � � . J, 1� lk
I> I � I ',"�A , 11 " I
I,�� - - i- : " � ,
ll v 111. GOOMG&YH .I I I I� � � 'r I 'll
� I !�: ''I, 11. I � I A
I , 11 I
� .
z 0 - )l I L I � 11 I ' ll I 11 I � i_,I LYLVCYL L 9 ROO �
I A) iZ)3ilH:DdV 3dVOSON - 3NIA 304��Vr't- 1661 IHOIN dO3 no I I k � _ � m
V1 -, I I I A I
l9j x I '41-, _� - � 1, I I �'
� � NIV.YG AW_LS[EEjj jN3jj7A �l
.. � m I *iO3llH08V 3dVOSONV-1 3Hi GNV,,.$,3NMO 3M Oi S3318d ilNn Hi IM 0 18 1 �� "I ' 'I L� � _ Vd -40 3003 .�L VHIXO,HddV I � 1-11 1� � �-. 4-� . I I I I/ -0
, I _�_-,".1� �, , S3XO97IVh
I W7Vd M07 A �&N.316tVNIHq,,'�z I I L_j , I , I I I ;6
v imans *10311H08V 3dVOSONVI 3Hi �,G (13AO6ddV 3e isq 4 (116, -IJ 3i V IN iNVId 01 folmle I I - now = a am,----& n �,, = *14-*m a*4w � - I
, I -. I (-m vs) 4 �I � ��'. , I I �� ,
- �
I " , , "I
" � �
I
� I I ", of ft 0* I " ;,�g,% _.� 7 1 1 � I �
"
11 I `
I �
�
- `-ISF , I S3!DNVHO I , " I I "� - � u
.1", *103ilH08V 3dVOSONV-1 3Hi Ae (13AO8ddV 3a, , , � -11v ioz U00am � I ,),� . I WINW4 m a um a L �4* � I 0 0 ()
,-! 3Hi NI IVI � Now = 4w
__0 .1 S30NVHO ANV _ ,� 1 :3 -I cfl�lo � x 2 .
. - C.- (f) I ,W- I IN_*v � I �
r - I I" li�l, �'� I � I � ,,, I
I . *i33ilHO8V 3dVOSCINVI 3 , �,El NQ4:D3dSNI -IVN 4r'�"'V 3041 38 �IVHS iN3KkVd _lVNf_i V" ax4iw J.H, � t I I � I NDIS * � NDIS, 41.*# Sy vo �,, �
I () , -, � li a ,- ,,� , I I "-
04V ' r L St 83NMO 3Hi '6 L I -0 I I 11 J/H171�1(793ds :
, ,13,unio ON 4F � -11 0 c
'NOli33dSNl- VNI� J$ : ,,,Vl 3Hi ' � $_ , kx� I . � , �
-,-,
I ", � - 11 "I 11 1 , ;,:, I 1. "I'll _� I— I I I �� ,i�,lll"I'�'. .� ", I 11 I n7Vd �Oi �
I I � - 11 .1 ,�" ; �,� 11 (. I VS) � �,"�,L
- 11-1 - I " , "I - " - ,� , � 1 (3 1 1 3ALL"i0m im. I v,
, .- -11
> �, , H, I 11 - P� I 1!�s I i�#Pd - � lw #* �0 x
7- 0 ,�' '� , � j 1 A�:,U, I % :dS38 $1 6010V81NOD I I _t # 44rw AMMOM N5 ,� I
1�1 . "SONS v �Q �i W_�v 3 I- 1� �,�',��ili �� 401+I I I I I - n7Vd ,,01
� ""* " O'd
� I I ��� I" ' -0 , �., - '-"C,--7!Qiv�--.I I -, � - I - _ -,
I - _ I I I - " "� , ", C� . t , ,r,,6'c - - --- - - __4___ �_ - I ____
, I ,k,�� I - � v � I
---
11 ", 1 �,14ppjwj#&-ft,"&i lm ", , r.1-'4*i� 1�_l �__'_ �_ , V I --- Uw ,"""""o P ", I - -
. 4 ,� �;�.-.- -_ � 11I I ------t��_ �.lt��
, I - 'Ll, I 4111�, - , __ML MMMAW$.� - - , �,M_C,� , '"Ift"k -,-,-, IN? ,
- - � -_ lw,�,"",,�, I"",-%'�'_-,%,� " " , - 11 ''I 1�"-'Z",�_"",�",,���, �, %i �-�",.,
I ��.,n,,,- 9 " � , -11 � ",
7- _�l , �,__ -- I , , _$)� — L.-T"4vvm-.)& �16.*4",Wk,"MRAW,.� U4 VS , _�, ,?�= 1, ,x ---*---''-I , � , I '!,,,,�r� _,,_
- 1 ,�l .I,--- .1� �!o I - � I - �� I ��'lll I I - I % �� _ ,_ ,r.,- ��J"��,;��i,� ,
'a v _�� i 1 _7xv2S lUQ_7d0l717l I I I
,__ I___ - - f 77,--, '- � ,j.,j�/w%.,1.9f-wi�_Tq;7.- , I " ."��""�7�-.,.,,,,�,,�,�""�,,�, �,. ,;k,v ,* --- I -�,, �,_! -1 G 0 , �� ��
.l _�9.t�;,, = � P;1777�� L3'
.
. - I ,z 3 n * 3- 6�d STE�V:D, -1. - #�� , __ & x ._ - � ea,,� �� , 77 � 11 '' , , �
z � , -4 m w � . _*S N , I 1 -1�"_', ,"',", ,_�_ I'll, I - woo�," " 9 ,140"Jow
� ;, I I �
,4 1�- - � - -L P-" ��`,_ ,�_
� i,r , , I ITO-1 141:_,� ,
_�
-11__ X"� �� 11 I � - 0"06144 �, I ;4 ,#%w "' %,M-t vo ,
�
+ , 31 jNVA 2,�lb X MLIM S33& 7��V- �XVIS - - I - . I'� V.111'�.�� � 0_0,� � I �" ,"I ,,�
: , I , � . - ,� ,_Z 111141, 1.� I -1 1, � ?I , I I w
, -
�_Q34 Q,IV to I 11 �_' I '' ' " r �_�'�� .- . , Z, X - I
-z 3 n , 0_ '.Q3T . NY ,, 11 1,�
I ,;,-���"",�,,,�,,��,',",�;���,�,,�,,�'llll __ I � , ,,',l!-, � � I" I . 1'1"L'�,� 1, I I --,,,- jf7)w __ _ _ - _ I - ,-
_ � I � , 11 --- . --- - - -_ - :_, -lw- � , - - - �
�. i I " I I � , ��_ - . �,_ _,.� ,-,-,7,�:�� , I'' 3irs) � I I I I
�� I - I I 11 11 - 11 �' I I � -L0. . I W 11 I � -
1 . � I I I U, 11 ,�Z � �11 I � I � I I Z I�,,�,."
� � � - I v 1� � � � I _11�_, I �`,_' ' 'I
� l �� - 1-*41k, , , I R - - -Tt", 3AN, � NJ J41" `� , t .: I' ' *n
�1�4 ,,, 1`1 Ms llv_.�, "I , - I I � '' : �, i,, , im ,��
1 , SA,,,Rs,,,-_,,2 � L ,_ - -IN -PNI),'l , �,, 1 , � Ill X V
- � , � - - i - SAUZM
I� � ,-,, � I, I , _V_,,Y", t kil',--�,- , I. m - - , *"A �j W-1) H dn -MON t -:16 1, I , I I 11 FE , 17
0 � , - �- , � � " IS � , , A , , - 17�����l
"o - () � , ll�1.1-11
4, " -, ", � , 4i )a " I � =_,7_ - 1 -_
I
,
"_ 0 ;i�l',��,,� -"jd",+�yw-,�s""-"�"",.,!-"", , .0 - 1� 11 I Im (3
0 , � v 1���, __ 1, ,
I C I I , 10 _," �� , , ,,,,, X j� ' ' I , I ' ll, ;��,7' _v w w4l 1 1 0 1
I'll
I I I -n
11 I I I � 11
"I� I I w", 1 , , 0", 3dV 1 '��� , , I
"
,
I I m , � 11 _ 1001 NOLL' - _ I I -`'' , � lk ,
, - � 1. �'_ �� Holom- - , I I uj �111 , , " A" � � , ; k - � I - v
I ". - ' �10 0SO-NV`l-1��J.Hi, d'40:)V�7-VNIJ f NidC � I : V'�_," , __ - low I
� 11
� I I i ,"', �l I I 11 �
"ll _- f ,_,I)m ��' J�j �v � � - � I I I
, --
01, I , I - IN ,JVV4'11VHS-, Wa,;'IdVOSQW� 3Hi ,' 'Pt I -1 0 �� i� , I, I 111361 1 -4,
.. t ,0 IYTIW ,'S 4- la N INVU 11Y NIVIN , 13Y4 I -
- ,,�, . 11 I � �_� , __� I � I I
� I , , , . . I 37O/4NVN � 1 , , i , I ON/NV.37 � I
,� ' , I I I I ' I
� ', , I I I I 11 I -
I �
I '. I
I I �I I vmaw
I __I " VO 3H W-1 NV8VM, 39 llV`HS I - I I I I I�1�1 �1� ..000""Wk- -
I :��,�� � -4. I D1 .L7 WM' 01
-I- ," W 03 M IVNLA AO'31 - M ' Q I 1 I I I )f - I -_ I 4&
.� I � ,8 A (Q- 1
,,,� � -1, , _ 3 ,
- 1 `3 Nv,ld`,�, - , " ,- I _. 1 I -
I , :� ., t 0,,-,,�,,'�',,,�,,, . _L� 1 Ili I � � - - � - I z
_- ,
� 11 _7 Ow I '' I I I - � �,I - to ' I I i� r � '. Mmyl _ . i I 11 m
,
,
1 41v_ ,, : 0, L,; *l " T'a
,
� � 0 1 omm I I Z��_, V1, � I
\ , (34
1 , . I I I ,
- I — � I � 11 �l � I�I, -I I-I I I 'r 31vvi lu I 1 14 il I _**I�w = n >Nl . �
"�l
li , S3381- 'S32 , V ,N011C08WAVINU 0�4 ' 4 SAVO OZ L 80:1 � , _'_ ' M7Vd .01
11-1 � �'S'OJ, ld33 3 WldKOV ON � -31VOI -'--#408- - : - I �
11 1, � -
,
M Z (133iNV8vno AS, II 3 VOSONYI 3HI A "OH4SIN6f - >1 ' O*,'�`7_,S_lVl83lVN 71V, 'ZL � 4T) ,V36t Lo� �, a = I
I 1 . I I I '1�e W* "I _�,Svl (P I
I - , � I I -1 9g, � � __�� M * I �� 324M-*+.9 I
1, 1 .9 . I I
, I I I . _4� .: I I � � , tl I 1'� ) I,I .�, "ri I Ll, I..
I
-
I
(j) I - '83NMO''01 iSOO IVNO,11'fOaV I ,_ " I , I,�� " ,:11,", 11 .el
I L I " , -
(P ON, .LV 30iN 3e 7V�§ SlN3 IT- 0 : - 1�c " m
, � � , lw , I I I I I I � 1� � I I'll 191 106 I - ,
- I 11 lV1�13iVAINVId 4t.tl l8lSeO OV3H83AO � I I
- �� -,- V :HilM ciaisnrov ,38 AVV4 1,,,',� - �,'.c Z� , - " � 11 �,��.'l I R I � 0 1 I= M. I a =
I
I ,,, , �4',J' , _�
I ''
1 HOW 3dV0SONV_l 2Hl 4,AO .., 001"Y&NOD 3dVOSONVI _' , I I �'' I 1 .11� I-� I 11 1.� z . 1� I I I
Q� , N ,O .
I � , It, ( , I r
11 � _ I � I I
,
I .
7- 1 t- I -1 3Hi *31VNl �H NMOHS Sv Si�* �_qO , Wv0bt'3Hi 'SANVI Otid]IS I 11, I I - wa w w w I ; 11 , � � ! 11 M.-m vs) - I I I
I � . I I S '_ �� I I I .1 I �� rl I 1>
I � � I GNV 'S3NII �INOHcf 't, - - ,- - 3 1 311VM 'S3NII SVD '318VO 11 �`QNAOb0N3ONn ANV JO I 11 I 11 � 11, I � 17 -el cu 11 I 11 VO. dVII-9 I . z
I- I � I ��3. -- == � - I ' 'I
- I owsm ' I — :.7 "I I
,
,
� - I ,
I
I
� 11 � I C��j_: NY 11 -___- I I
I I 1::��, R,
�� , "r-' � I ll::�
I ll�_ �"lw��,,� 301 3Hi 80A 3`181SNOdS38 3e -11VHS dOill , U4 -_. Z 10SONY1, 3111 � 'gt I I I , ��
0" 7- " I 19011� " I I � � :. I m A - __ � , (P
I 11 I � 38niX4N I �:l �;, I . L . � �� �� I I �____j 1"r 1�
, ` F� I. 0 1 L I �� m wt;w
11 , . � :;2�1 � L__ , ,
,
li - JQ 08vl�_o 633 DINVOK XOS RLIM 8-18-4-9 -40 So ck, VH 3NO ONV 3NO XM 11 ' 'I �, L I 010 .�� ------1-.,-.-i ,, 11 ��, A Cl . "'L I� -w .pw I �I � E
4%0 , 1�7
1� I , ��,q I - -
-10 DAY I � I I I��,_�,I`A-, I- % t - N ! ,_-.,';� �9.&.9.1 S
G) � I (P I S I Hi O�', llv]18:l8Vd 3NO '01 llOS ,d0l- ,NV3- d JNO jelAO . -`��_'UWUXM DMINVId -9L 11 '' I 1 6 0 .n X 1--i
I -
I I �, , I 1::� 't I
11 I � � . -,,� I , %�L 1 I � , -t- Al 7 = � - I k-L-,*,
.
I � I I I A * % , ,�
�,�� , I '�11_ � s -4), ,k8oivdoevl ,_ �, I , , I - _______4____..l_ 1".9
- I : I 1 17,
11 I � I ' — � I — Qr"INM M�UM M
A I 0 I'll I I il I I I I— t�tj '.1 _� 'N=01 IWM*"gr / I *
110'' �-,Zy-"GWQi J 30 "AIG6 ,NOISNR ' � AiNnoo 8no.k � . I ' ' It'll, � , I m )f "'., .;,�
DNLS31 $ 1 3AINn 3Hi CINV iN30V, " I I il 1 . V0 I 1,� A"OUWQ Wu so am*u
� I I � I
I> - I I ''I ': � . ��-I \ : I () I
I> I .LinSNOO *9*9 ,ONV S'S. t4�13MI38 30 3mVA Hd V 3AVH -11Vl4S�,11Sl36rux 83, f-W, -_-,XlA !)NLLNV-1,d '*t - � I I �� / �L�� ,� � I IV . W laom SHA"WAGON"04 c
I I. _ . � - � 11 ;lr , `� I I . "I "i I
. � .
. � � 1� I I -1 "", I \ �
-*u , -0 " - I . ; I I I � ,-,�S- ioo8l I 'w" 'S;*�$ 'SBNOIS 'Sdrin I �'l � �l Q� � I � � 011w 33si 'ksNom/ )f v3sfo .k? � -4
. , I I I
� I L � I
I '#fl*!W I I . I I V3&V:
,
I m I P0 'NVO-1 AONVS 03NIV60 -1-13Ak. `�-*H N1 ," ��, C-1) � , , I , . I I 0390closci
, 1
I
'
I: "'T rTND�ATOV34 1311183J 38 � I SIA .9 .9 �NOLL YA 3 73" _,�' I I I I
- ' , ' -
I
-
I I , -
A . �- _lV - TL I Al � "- , 0140 __0
I TlVHS ,8010VNlNO0 3dVOSCINV'l CINV 8O13V8iNOa li 0 �,e OfAO�W -1 I " -, L I
I I �
I ��"
� I I 'L I �: TOS dOi I . ,. �".:, � I ,wvo .9x \ M07 / � I 11,
�,� - t I � -1800d �k I I �l I -lo, I .9
I I � 1 , - V _S110S 03NIV'60 �, _, �'�L, I: vo I I m
() � � I - �� -, � � I I \ .e A L I I� x
� I � I .-I ,�, I I I � . I , I �L ,, �
'
I (f) r- - 13M NI S33& 6o,san6Hs INVId iON OCI 'SV43iS,kS :301ft, -N iN3V4ON3Ni 110S 38=3�1 TIM I I . I I ''� I 1% I- - __ -11 1,' IV vo 9 )fVO .z I _____�V__
, � Y, O 80 ' , I . I " No Vn 9 - � �____
I I iVHl SNOUION00 -110S 13M 40 i0RIH36V 3dV0SOt'4V,l"-_'bf4V 801:� NOD IV83N30 AJUON 7 L � I � ''I I ,YVO .i?)< , � I -1 �' >/70 ,,9 x ko � -,"-A I
'- 1--
]�_ I - - - I - . I �_,I I , ,,, I ----
I I -1 . , I - I � . � - - , N ___ - (P ,_�l
- _ 11 I
0 7- , , I I ltn,NIO�13S 80 ON10918dS ON I I � I � I .1 I I X I --- _
I
- -
I � I . ' ' I )fVO .9 � " I .X 1 6 ,-- -�4- 0 \"-��--
� 'i I I I.,
� '00"s arlos 'l-1V 3GIA08d 'NV-ld NO NMOHS S3NII iMIT0,05 Oi ONV �1411- A183t!O�m 01 OOS *�L � I � ," V6 � I 1 -,7
I- ,I 1, I � _' I k - I � 1,1 � 0 C� j --,
� , I I .- $M 1 1 1 �,, , � I � I �� I C� 1��,,Lj -
I I 'HoinN SS38clAD JO 83AV%-,',,,,-.9-� Y. HDM I 9 INV'ld TIV HOinvi 'ot I I � I z I � � x NVO ,,6
1 , I I " I
I I L I � 1, , I � ''I � -
�
11 1, " I
.�_ I . I M_"�,�l - -, I I - � I 11 � I I 3NII >CO139 ElOWN#40 , I ,19L , I 0< -1 (),
�
I i I � 1_11
, 11
"I,"�ii,-� �, ,V,` IVAO� TMA ONINIV138 135 1 ."', I 11 S-1 V - � __ _;4_,___,
1 - � �, I I "" 11 . ��
I>. ) Ak�038MMN SV SMV3168V,8 I � I I I ' 'I I .1'v 4;ql- z
V STlVM ONtNIV138 -41 *.,kiNnoo ,Wk,amv �,11�r - �� � .. ._�_ .- I I I _1 I- � I I'll, SV/ I -
" _'
"',
� 338i 3CIIA08d '30NVNl0,8 ' V Z13 i k- -1. -I ',kNV A 'Hsn68N3ONn I ' � llr-��� .9'.4
() ,.,-7'77.��l Is"NO , SIX3 I I
- 1-1 , A -1 - lt�:J`Dl �it-i 113`7'El�!4G IV' �Rc�v�_L an7G,,H,J_ lM . . fmommammll � � I (p
-inm ati -,l 310 , 3N d 13-1-l'S NO ISIX3 �,NV J1 I ' ' I
, IL- 1 40 0 a m m m a at
I - .kirkyno (1000 ONV 'Oil3r0Vd 'S338i ONUSIX3 Ho v`*1 I I ' ' I �_ dN(US% n7Vd 41 I
: -lvno (1000 TlV 3A8*3W�,ONV aNUSIX3 3A83S38d *6 � -, I No I �_I 'I- I �
I. I , -��,,.�-- � . 1� `11 �,', I � 1 I
A- - Stj I � C�4^1711; :;G O-L Gg"" -I 7V '" V--1� I 1 V170 1
*10113v4"lVCl it _ I - 4�!i.L, __ �!i I 11 I I 3YVIS A183 3>fV.LS lUd3cy0d m
1,.,�,e,, > I
� I I I 1� - 1.� I I I I I I - - - dodd
I I I , I I .: � I . 1� 1. � , ��,- 11 ",- 'ONIN838 (INV I 11 . it I- �, �1'i I M - - -- - - — - - I - -a - - �
, - . , ;, ,��� �,,,�,� 'l-, , ,_ , 1. - I , M*04mb � - I " x
I I I , �sw- 2'�_ -, 11 I I . . _X_:w�� x --t __ - -
Q) , 4K 1, - __
I " _-,I - - , A16 X I x x xz-�� l _ X A _j � x
I - � x - x __ --t I L_j___
I
il;l I -1 , 1, I __D
- -' 3A 1�_�,� -�_ I I I I I ',�,, L� 1__� Li __J. .
, - - , QS' 111SOd NIVINIVVi '13 � � I - I _�YVILS A16 )i4 .*
() 1� q_ NjjQGOj_>'L,,43jj � W .1 I � I
-l' .? � ' 'I � I 11
- , , ,
aljr� 'A �,
� - 0, ,
_��*,40 Q��w, ,� ,'':� '"� , ��, ", .� -- "
7- I .- , � - rib*0141 "w'' li , ' - - I llil-111 I I L 1. � � , �_ � '�Nk �e I A
El 4 f _ ji'ML I ,90'06 � I
I � ,, I
oa_r�"" , _ ll - � - f
1,
,
-
'.SINV-ld ),83WN 80J S(18VONVIS CINV S30V89. 'S3:DIA83S 63AM� ' '-Q'W��jrulnoi.89v jo, JL HID I aH� ll;'Va�S`G 1 1'7' 2c4'7' 1 C2�3�!4 �!iO, _LNP171c� ��� c �! ,It , dH(US ,H7Vd 0 1 t'i - - 00"af
. I :,"i'l"
I I I �' - I I I � _ � I � .c 'Al I I I I n �0 I
, I � 1-1" I-, - I _ m
I ,
�
I i (P
,
I
- I ,,.�,k,-�, ,� -I I-1v * I _'�,�
< "�� 0
� I I I ':L� ! I 1.��'�L w I
- I 3 ION SV 8311318 80 L# 3OV80 VOI 01 , 8 I , I 7 > ,� ;;; , -1,11.1"; �
iN3Ni8Vd3O V01801-4 314�'l NI 0 � i, 4 ,7: NY dl�I I L :;G 0j_ G�gE3�!41 -1 I v-",' > to� : �310N 30M21 GOOM ONUSIX3 " I'D
- (::I:9/\C)i.-��4�!4 - I
I I��JV SONAV60 � I � � , � - 'IT
I I *0NLMVK1 01 ONIC18000 I , ,, -1 I a A� � ` � I �l " ) I,�' - I 000madvH .L. I Q)
__ I i
.
I I
� -
Tr - .
V 018,301AONcl 30VA3Vd (118 3. , , ,- �
I ,,� __
� I � I I , ,� I I . ,.P I - . -
I , � , - � - - I �
I I F_ _ . I - I I I SNnn7OJ CL
I � � I -00 :. '3000 01 11 I I I . I ' 'I r
" ,
r � NOUVOlh8l ji 's3ovi8ns do S,�VMAI* NVI&S303d NO �IaV ,, Av8l I . I 11 (d),l) 'SlNaL-�aL:Niinnt�!4 an�v i Z!!j'7'5a'L'l a�4�_L I
I I I 1, � �11 I . I N76 'ONOD ,01 X ,Z'l X ,Z'i l
� I _�:MOIJ A:)Ve 11V ONIMOHS .kj-jV ,A_j I - " Ill 1, I_ -
r" 8 . KnV ),,LNnOD �$O,All , k , 11S�,S NOUV01881 I � I � ,_� I __�
I I NOLLN3A3 b-1 �" . , 11 - -� � � i , I - -1 �1� I � I
� 11 �� '!" "'EiG �:)I.LNV' ir -0 ,1,I I
I I I " VOIN I I 1��,�,�� i I >XV .6 3f
� -10 SDNIMV'8'4,��,�I,dOHS �iiviens 'SV38V 010,30S, NI $,OY3H Noll �tj 0-,dO-jd MY HIM rilLSAS " -," �, H:D'v ( 77�:��,I, 1 ) �O I M
I " -11V 01 30Y-83A03 N -VOlb8l' I - ,_ " � I x
, �]W,� I
_" � uy I � � ,f 'I Z IDOL 301AW:ld ��. '9 " - � , % w
I -
� I NO'I�VD[681 c. .646inv,'Aiinj ,sv38V O:�L W (4 � I I 'v.,�_ � I I 10" fa
- . I I �* � I , L' Z)NI - 1-_�i I P_ z � (3
1 .. -L N'7�7 c� 7 77" .�O , G L NI Il "i �
�A .
I *5i&NV!d 380.438 SV 0 .' V 18 * dVDSONVI 3HI ,kJliON I ""� , " GOOMG&VH .1
� T I - 38VJA� , 60 h3l 08d ,40 .kaXIHO�I'V 3 � I ,'li�,',I:,�, - E C7'::� �!P71G B:RN-L Z)
- � � I A
I I I R ��,,P',--i, �t�, I'll
I 1 'V�8 _lvAf `1-13M-� ),Wl ' A -' -'(UA08d IV Oi (WIV-4)NISVO eHXVO ,,ZM.ZL , HIA 3dld' , ;� I " , Z�� L U3
,
11 � V I 10 W NISV9 H5116 CL I I I I "I-, , I _ ,V0 7-4 �(.LWCD 7vAna -io so&oo3d inend iN3&,vno � I
,�
() � I ' ' ' " I GIG �3130H '7� aCIAO ,t�" � ",
I 1. I .� "" ��', I .
I ,,
I . ' V: HIM 03NIV80 38��t''VHS 3dV0M:lVH ),14-',.Q, 3ONnO�Wn's SV38V $�NLLNVld ,9 ,1� I , ", I -
� I I I ��l"�,,, 1� .- I � I ' 1, - .1 IL,j$'_, :11 . , 3H� -4o 6m 3ovd -rqcq .7nn7oA sqwoo3& 7PU,10 NI G3 S30 SV SGNV7 3NV5 3HI ON/38 )LL83d0&d GIVS
A � , �- 'SOV ..9 VMAI I 4�Kj , � I M I . . � , _7 �_ 0 , I Q
.
� I 11 I � - _1� I �� '3e ioal -V 3dVOSONVI -.3fil,'01, 1 1 .ILI 11,10 1, --.Mdbaa fm I No4.) ,,e 9
- I I S'NlOiB ONLLNVId 3801 3X08 I wl':" , -.A"& -1 2 .1 n7Vd M07 3=lks 8839V
I I
� I I � ___ �%, I ,,
11__
03i�JO HS, 6Oi3V8iNO0 'lV0N:�*'-3H.L AG 03HS119 3 , 60 Hono�j io, � I I I ISM, - . I I ,� -
, �_ 11- 111-1 '01VINN1038 JOINIOd 31-U OU 133.d
I � I I I I � I � � ,� I �, M"Vjr. . - I ,�_.. �i ' 9 L I 2 1
83N A�* , '30VNl*8Q ir a m w 0,040 m "' --- wo0am
. L"�,j4btj3o 0 1 , I I :�,J T7 pi�4 � �. I V � - 10
--
I � I I '8348d,A ,�'. I WA. :DNVd,3N SIG � ISV31 - 0.31N�- -d AO J) 1 � I ,"",-, I, fO*06 JO 3ONVIStO V 'VO9 107 GIVS -40,,3NI7 3HI 9 �ie3 .00,O.r,.,59 ,�NON MN3W ,�33-4 *I-9.9 -40 - cr_
I u b 111sao 60 A � ,,NV ,V,V VNIVNG 33V.JNnS ,`,_'�'
,
I � I 11 �4 11 ,� I I
,. I I - -
I 1 ��4 , "
: I ,_ � I � 1 "4-.:- -.1 I m
4,�
I I I I 8348d U0,4 �dflJOISNOdS38 �V 8V38 �3 (�17��:) I �!4�!4'7'G -:� a�!41 17 ,11, , 1'� I
I NIJ ttVHS .� I� ,V 30NVLSA7 ,V- �S.W .00,01.*O HI&ON 3,?N3HJ' !433-Y ,L, JO 3011V SIC V MN&*4"l
I> � I �ll 1,L 11 �,,� _A7_7HS178YlS.j MON SY A VM -40 JH918100-4 "4
,
I . I . ;� �,"��,� - I , ' ,
'
: I - I NOLLV'8Vd38d ONY'' ONIOV80 3NIJ 11V 80J -31SISNOdS38 Sl 601OV, NO:D 3d'V3SCN,V"l 3Hi "t I 1, i - 113- I Ok V �33MLS (�UOO) H13UN3C -40 3N/7 A VM- �HD4',�U, 3�U *,,MV aS3M '.00,09.69 Hinos 3oN3Hi *os k6 :Z�, I 7-
1 1 � _ 11 I I ' � - -_� ' ' , ,
I : SKOWAM L I ,1.,,��, Z I
� 11 � I � I I I� '0314S118VIS3 J' mo8, 3H_t .30 j0VNiV80 I � - I ,,, ,`�,'�,� �-, 107 GIVS -40 83N.YOOISV3�UOOS 3�U OU I 'ro-irg", �� ,/78V --40 'll
11 ''I � i I I Kl�� I I I I I �, ,, ,V1�� V '0314S .LS3 MON SVA" -.LH016( 100-4 !W
0 1 � � � id L�r8oj 1, I I , I� I I ", '' I I -t -_JO-.lH9/d JS�3,M 3H� ON07V MM .11,41.G-0
, ��, � I - , 11 4 �,� V '(,(VM0V0d 140VO.VddV _:7vvdvq .A &3m.vad) -7nN-34 � I A VM
I mvjz�n!5''b]ld.0� '13181SNOdS38 38 IIVHS Wl:aWUNWIV83N3!Z�2 3141-�- 'ONJINVla, ,6310, 03 1 � - �, "��,�, I �� I
L , _. I - v ve .P ",9 "� : I I ,� � - - �, I 3JN3PVM(
I I � - - 11 � I �1, � al �
I �
� " � � , I I ,
I %1,1 � �� , ,. �UnOS 30N3HJ .'V09 107 OIVS -40 d3M.YOD I *Hl Y&V,Jpj, , )0 ONINNIOjO -40 INIOd V 80-4 -SM0770-4
_OOV 318 11V, HS"H',')'lnV4 ��O, S3HONJ -L_�� a 1 2
1 � 338HI -$7n I ",
� ,Y. M ONV ls>t-lvm 'lsa�jr�o 6uu_ n,qV loos -jo 3pv8o_ I - �-1 � 1. �. � , I
I �
� I - I � I 11, � - L , , I � SY G38161OZO A 7,YVV,:�UdVd 3YON 'VC16fO Nn�D 7
� � -4 � I 11 I , �� I *6 I I- x
- � , "''4�"
�
1_\ I . I i7f46W, 3,38Hi 1311VHS 0NlRrnvi ,oi_ �iowa 'saa-,-i �40 ,HSINJ_4,�- "M , -40 S0803d D/Wd IN388170 3RL -40 'f6 3DVd
HSINIJ , ,3,,"'� �=n�� o t I 1`��',',� '.91 )f6bG I V7d M/ C.70,Y00-T& SY ,'AAOU Vd0d&O,? S- - 0-& r -0 INn 'HO V_V .�)li NY71 V RL&ON 'VOG I 0 7 JO I&Vd V
1 .j4, 1 1 - V I I , ", ;.K I
� #4011 ll'-�.S , I 11 , NV�d'1771',V _40 30Y 1 1 : in . I �4 �3�41 x , ]W��, : " I �_ I , ,
, _1 - ' I — - - , I I �l I 11 11 I I I.- " '',
I-V14S IN30: L I 11 � I I - 1, _� �1. �� I— ,- I i W��: :� *j - I 1� 11 I 1. I
. 3Hi 'Si 3kLnev,,, Nv,-,!$Ilvm .S>nVm, .Seam, ulniw.j, d,i��doi � I � I ,'�"", :�]B �� I ,1,,7:
� � U90 N ,, pN , 3HI, 1414M Hs m 4 3a "I , I - I I
. 6" , 11 I �, �_ I V .8. 730,YYd '- I
I I � ,_ �� , - �, 11 .k
I
� I -1 I �, , , � �.4�', I I I I ill� I- ,., I �� I w
I — � ,11 I I _ �_,� ,, V 1,
,
(0) 31iAS 831.4v, SY381V aos -n-v 8oj oio,s-',.,j. o doo 36,(��6`dj,,HSINLJ '4 OVOD 03HSWU :10 '100� ,� , . . I I 11 'XV0 I �9NINN/938 M413114�,4:u .L,Jki 99-0Z' -40 JONVISIC V '3N/7 AVAl-_1O-.LH9l& CIVS
;�4 , 11 - .6 I
,
I L'� - �' � . "t_� ,�, � ,'' I � I � "% _ � I
. I
I V io "I , I, 0-04 " 01 S - JO I
I �', I
I _ H14' -,'liNQ ,KfHllM Ol 3O IVN3N3!D 3Hi T I . i ,�11-, L� I - I I "�_ � I
I � - , � , - �,'' a,73WS NJ O,7 _jQ - 'JO�4918 A7&3Hl&0N 34�U �U/M N0lL0_?Sd3LN1 JO JNlOd
- I - , � I . I I %1, � .1 ,-.,,, ,% (_IAVS) ,# '�� I 0 .00,09.69 �unos 30N.7hL _?N1'7 A
,
_;� I I 11 �: , I � � 'ON10018 380438�10�111HO V' 34V3SONV'l 3HI, 0'0 wl�: � I ,,� - 5::� 1 1 - -,,- ��", 1 _'�", �� I
I I I I t"031 aa lio"Tiv � /\��G a 0
\ � 11 L � 1 �4:1'1_11 � I� � L _��i ,,, HS � I - I . I I . Z� �',,, , � i 1,1; '99 ,iO 3ONVISIG V �sv3 .OaoL*o kjnOS 304�W,4%�t�'.�33.1� _Z4 -40 PONYLSIC V aSV3 .00,05,69 _70N_7kU .� 34 71OHNVK
_1 , ., 4
��
-
I I I I - � I I I , �
. I., � - '_ I �
" I I
, - I � -
11
-41 (118 3,140.d38 SNVId I �� I �L I I I 11 , � �1� I I- I I l",!""_L,"_�' I I '9* JO 3ONYISIG v aSY3 .00,oi.*o �unos ,70N3HI dto � I
� I , M 1 1 1 , I I i , � V I'01 1.9�0 ft ;� _7 _
... - - I I _*0 ' ' V - Vl� - ''I I I L . I � l ,� 0 ,�, . 3 1
� ,� (I ' OAL . S3LL , ,_ 1� I 11 917'8 1`11ONVISIC V ,15V3 .00,09.69 HI&ON 300HI .aM I
S313NYd3��$4 3S3HI I - lif400 ONY Sl 01'041,Wld' � I � " � I " I I I
I - I 11 , I I I 11 - I_111, I ," ,
. I I - - I �" I � - ,��,� '1� I I I --1-1 � ",�
�
-
I ,� - � I ,�� ,,� ��v I I , ,�, �: � I - I 11 11 11 711" 1 � ADWY 039 NAOd 3HI 01'13_V ,99*l0Z -40 .;J`NV�SIC V 233�US
I `Z. - � I*
I
.1 ,
I
" 1 I ��l-0OJL0V'ajN0:) ,3dV - 11 � � � 11 .,
- I A.1183A ,NOA TIERS - OS(3NVI lto& � 11 - ,
I -nV,-,QkV :'tNO[ll4NOb 311S OM .N04b , , I I '', I I � I , I- *Z'001�'JO - USIG V IS3M .00,01.*O W,YON MN3HL - I I
� 1-1__
I
I I � l i - ' ' I � 1) I I ! � I I I � I I I I I . - L z- --- I 11, -- 0 = 31v -
I I �I � � I�, � . I I , - 38W311 GNlv �ONI I I .1 I I � I I . I � � ! I _� 4. , � I . . , I
. � I ,:,_', *X8.0M: � I I�,�� ,*1
� -1s. I - ��,�i,
I I I I , 00ON3MC) I - � , - � , , I m .jLj I
I . I I � I .z I ,� I I I , 3 , ,001��`_�4� ",�"' � � I � I � � , �1�1 . I W4t QVS3d0_4V-3hL JO 3N/7 ,(V,*-JO-.lHD/6f A 3 �00,05�69 HI&ON 3ON3W �uNnoo 7vAnG Vlf Ald-?&O&d
� - - ' �', � ap, I I
11 � I � , � ' I L I - I - ?N 3HI 7V ISY
I I ' ' I 11 I i: 11 L I L I I
- , �13S .L I '' . I I ,�� I I � I , I I � I � I I . I � I -_1 �
I I
, I
I I I. l - 00 � - ��,"_, , I I I I 11 � 1. � I �k'_' 1 . - , � 3W -10 f 6 111 i )me I V N1 030dO336t SY-NOU Y4YOddOO S-8-0-,Y *HO V38 '99*9 1
1
ZN , � 1, I .1 I 11" , I -0, M-,140 11 dS-lld� ' L I I , " I I -
� � I - I �,,38OJ3 (.L , U,03S)_$NOlj aS6 ,I 11 11 � I I � I I � I I I . ,(CA I I
, 7 � alys J,0 ,0800.38 017and I la,d&f7j,
I I
,
I - - - - � I . - , I I � � , L�`�'i,., I - - I . I 'V--Oi? .LO7 -40-j�3AWOD .j$_WHLWS' �Aff
� I � -2.10 � I .��,
� I I I . __1 � I -1 l_ �l .-1 '� , � i , . I - � - " , , I 1. 11 I I I I " ,,�:." �I 0UNV`Uj�L'tjj_,U0N _jjT _ _
I � - I I I I I , 1 11V5 �qS179VLS:_? MON SV
I � � ,,, � � I '. I - � I " L 11 13W ONI-18 OS7 ,'_;,llV3.Y_W& JO lffiOd C
I
I
. I I ,I- - ' 'I � I Is� , � I I � - . I . I � 11 1, I 1: . .1 - _� �I I I - I ,-,�_ I ,�AVM-JO-110Q 100J,0* V) lXMIS �40.1 -40 3N17 AvAl-JO-J, I
11 I I I I " I I I , 1, . �k 3P 1
1 1 - - 1 -8 '- " � " � I 'll I , I
I , %� . I � I I I I 1. �, I I 11 I I 1!1 � I .1', I I ,
� I I I I L �- i � , � - 1 - I I -11 1 1� I ", �- �. I I � I � I , I �'L, I I I 11 HoMyf w ,U WM '(0_3WS/78ViS3 MON SV ,(VIA-JO-.lH91d I � I I
I I I I �I I I �I � I I � 1�, I L� � - '. I . I I I� 11, I . �� � 11, , - .-0'( � I 11 - '*' I - , '' .1 ,� �, I I - - , ) I
:_dAl s
I
MPPuwio6
zfflb%v
ION 91 7f810� W109a
cm 5
w JU�
_ _ vq
I I ', � - 1, ' ' � � 11 � � 'ON gV08 AIM,700 'CV0d,_MNIAUS JO 3M7 A VM- -1001d IS V3
, I I , , , , � � I I I I I e ' I I ' ll I -1 � 310 N �,_0 Nl.i'N:Vl- d I I I I I ' - I
� � . I � 11 I - ] . � .. I
, � I � , �' q �
,
� -
� _�. I I \ � . . I , �, � �,�,_, � , I �, �, � " �_ I - I I - � , I I I � � 11 I - " - I - I I
. - I I I . I I�1:., � I' ll � ",- I ,�I � , I - . � I , I I _� I I I I � I I - I I I 100Y CV1 V) 0V0Y:,q9V3,9 370NAH_?S A 7,Y3YW_J` '909, .do �
_? `,,- - � I I I � , - �� I t I
. I � � ,I ,,I�l 11 - 11 � I �_ I - � - _ ��,�'_" �' ", 1, � � - I I ��I - I I - - I I I
,�,, __ - , , � � 11 . I I '. � - I I I
w - I I I I . I 11 I 1 :,, _�, I " .1 �,� -, - , I I I - � � - , :� ,� )_ � I � I 9,o- ,,, I- �I I
� I -- I , - I , I'll:� I -j#j0,dLy .�jO4j.'S*O7V4SV0MW$3G ' - 9 � � I
I I I , I I �I - I I I 1 I 7 _ I , . I ,� -� . � - _ . � I : � �: - I I I � � "I I - - I I I- , I -f-, �L , - � � 11 _ _ I I I
� lw - -� I I -'-,L_, I I -I I � � I , - -11, I - V,-I � , � , 11 _� , � , I I I I I I - � I I ll�' '! �"_,,�_�111" I � I- I . 0 Wd A A 7yv,7noiL&vd jwm,om3 I. ,
- � � 1, I I ��. I � � , � I � I ,,,. ,- I I �� I -, " , , , k I I � 3RL -40 NOU QS�M N1 3141 JV "N.PYHOO 3JN3d- -0, -
I I I I i" , I I -1 � - , - 11 - _'l 1, , ,_ I � I _111 � � I - ,� ,,L %1, I I I � I -11 ,, �
, �! � I I - , .1 "I, 414,i 11 � I I � I 11 � Z-"' j 1�
W
- � I � I . I :"I; , - , I I � I I - � , � - I- ��,,,�'�% _ , � , � _ '' - � � - � , � I , M, �l I 11, - I 'v0lWV,'4V,M)WF, �7W IV aSV,7 6?' .70NVU *KWS � ' - �6 � LL03S 7V'NOUOV4U-4 107 IN3NN83400 -40 ,1,&Vd V
I , I . -111 ,11.1 I : �, _. 11 11 - _ � 1-t I - I I 1. I" �, "' , I , "" L I , I � -1 I I � �� " � -
, � I - �:, I I � I I �
11 ":_1, I , 11 �:, , "I'll I I �,1, I �1�1 I � � �," '� I .�� � I I � - I I , - L � I I , ,� I I I
� � I . 1: I ,, - � . � �' "I, , - I ,�:�, , il , � ,,;;;F
� - 1, I I �l � � I � � � I I I I . 11 .
11 . I . '':, .;�..�,. '� ' �, " , , , � i" L-1 I 1, "I �7�,., I I- ,I " � T I I -111- � � ' ' I I I I , I I -1 � I ',J"*.�", "Ill, - ' "'. I �� �_ � �, � I I , I I - I
. � . - ��" -1-1� , � I 1.1� , , I I I 1�",�, 1,
I ", �� � , 7 I - - , - ' ' - 1 . I I � :� J I I I I � - I _� , , � I I - , , 1, , , � j � I 11 � :;OUVd I I
-- , I , , � ��: , I " , , - ,V
I , I�, �, I I , I � _ , , � � .1 , I � I : � I I I 1 , . � , 11 " I , , � - I I
� I I . I I I I� I I � I - � I I I -, � , I I 11,111 " � ", - , I - '�,, , , ; I I I �,,�L � I 11.- _
, I i I 11 I __ , �, " ,� �� 1, 11 1� I
� 11 11 , I � i, , ,� � . _� � � , ,�l I 1� I I I I � I � -""' ,� � , " 11 � � I I I - � , � .Y. 1- � I
. I . I I .0!1�i :L:'�ll�", � - I '"'I I I., 11 - �,', ,l, _1 I I I I I � - � ' . I � � � � � 11, I . I . - � � I " I _ 1. � I— �,`�n I :" I I I . �1�1 1 I 11, I
, ,_ T 7-`L--l'�f"',,_".` - - -z �_ �, - 11 1 � , �- , 2k� 11
X1, I :L - I 11 �� I � _ I " � I , - � ,, , - I
I I I L �. I � I I I I, I x� � � .,I��, I� I I I . . I
1, � I ���%%% - -1 -I� , � , � _ I �, - -�� `v
-, , � , -1,'� I I , I I I I ".
, L �, , ,11. I � � � I I I � - , � , I I
- , 11 � I , I � - I'1� I I I I � -� �_ �l I
-,�, , I I . : �� - , �,� I " I , � , I ,-: I I , I 11 ',�� � - ' ', - 11 I � I I - I I � � I . ',I#rl'��I ' '-�� , I �',,�',',��, ., t"
�
- ,- - - _� , � , I . I "', ,� � I � � �� "� � ,I L , I -10 I �
I� I � * -, - , _ I I 1 - ,�, -1 I 11, - I � � 10 _�I ,�_l ,',`,� I� 11 �_l 1, I I
I - I ', N, , I � , I I " � M, , 1�,i� I I I I `� � �1� I I— I
- � � I � , - "I _11� "
, � I � I I . 1 11
... - �
11 - I I I � � - � , �_ __�- , I� � I , �, I I , � I I
, , - � I I -1 I � � � - ." � ,__ 1 ; I
, " - I I I , I I _�I I 1, - , ` �� �_ � �, � � � , lk� I I - I � I I - I I � ,�
I " ., I ", , - I I I I I � � I � ,", , , � , , ,,,, � � " " 11 I - -
� I I , '' I " �', I �. � _ I � , 1 , I . � , . I , � - � 1,
�
,
. . , . I I— , I "-, , I ,�:`,I___'_�� .��, I k ,I , , �, 4 '. � - � I I'll �,., �, *�� ,i,41�,,�, � �1�,N. ,��I I , 1, , , I 1 71 11 ` -(, -_,;�, .�,4,.,,&,�,,,,
" "I 11 I ",'-, ��ll �,
, , , .,� k3�',,,�5,- _- _ , _1� , 1,e, 7 ll� , �;� �� - I
,�l " � , � �, -11 - ".,,��;�,�, 711_;,�,,' ��,_ ,��,�-,�. ", -�" �L, ,�,�-�,�
1�1� -,,, ,. - Ll*, �, �, , ,k, "", �'�, 1". _� I ,_ �,� , � ��, -
�,- _ "_ - — � I � , , � 11 _, It\
, S, , I ,�
- , I � ,�, " � ' �l _", ' �kll'� , -
I �� ,� �, I , , : ,��::*L " " I ,,, I— 11 I I I _ , I � , , � — , - �r �, ,�,, ,� - "k _', -� "' � :'I — "I -1
I I : 1; I , . . � z�., � - � , ,� -11 I , I _ _ik , I , , , � _4., , � "' " _ � 1�, , �;
- � , , I I I , ,�,, I �� "-" - � , 1, I �
- " I �I ,,I��,, — - -.,�-','az�: , �4 _ - :�- :X_� � "I - _ _ ,:,� - 4�; I � I
I -- 11 -1. �� ,,, `� �, " - ," -," I 'll , ,; , I " . _ ,� ,�, ,, �z
. - lz I ,�� . _ ,�� _,�,Q,e_ ,4 "
,�, � I �.I�,, ,�_,-- �1. � __,�A�11
, I �:,�� i�,�", , � I- � I � I _'� , � � '', � I ,I I ,-1,,,,,, , I I��,�� : -:,,�,,-�, -:;, , , ��'t "" - , "I". I
�l ll:�,, . , � , , _ ,�:::,_,:_ I �I � .L .� I I �,� ''. "i, �":� :, , ��,, ,;�, � I �I -
, _� , ,��4 .... , I I �
�
� I I -, — I� I ` -"� _ 11 . i, , ,,, ��1, I� I I I -� !, I I � I " , ,
I - , � � "' I � . I . I � � 1, — �I . � �,.� I � -,,"., ,,$ ,. � � . I�� - �. ,, I "I I - ,:�- � I I , , , ,:"
,
� I�,_ -I'I, I � ,� , , -'', - �,, , "t,�,ll'� 1!� -,-
I 1� � — �
I I ."I'' lz , . � _�4 . �l, ,��': , _�
- I � � � : 1'� . "I -, _ :��_ ,,,- k - I _ ,�"_� I , �',7_ i - - , ,- �i 11, , 4%,
, : , ""� , -�I-I , , ,;�,, �f � I �,�, , ,*. "i " �,I - - - I
I j " 'a* - - - _I - I - 4�, I �
�z�,�,�I I I :� � ,, 'i � ��, � � _1 _:,1�1'1 1, ,_ � , I ,_ _
L _�,�-A- - , , , - ���,,�I .� I L , �j" 1 , , ': i
.1 : e , �,_ . � -
I , z - "v � I � ; - I - -
,--:, - -1 --11 -1i-,
, ��' ,�,� " �" -,�_,_,; - � I ,� .'� 1-1111 � - 1"�,� ,:��__��.,�,,v`, ,,,�,i_ ��� , , 1�' I , I . -_1L., I
��
,. , "L, , ..
� : — , I � 1�.
t.,�,��.- - , , I - ,�, �:,�� - � � "�'�-L' " �i � k", _ , '� �:,�.,,.__
- ��_ _,i,, " ��'l : ,, - �,"l—:,� �1, , : I I , 1 � ''I
I ",- , kn, � _� I ,,��� , I - — ,_��': I ,, I � I �, , �
\ - " - ,, ,2'_�Z, . , — , , ,,��,�k,: " ,
MICHAEL C. GLASS
4"x8" BALD CYPRESS NO.2 8"xl 2" BALD 8%12" BALD CONVENTIONAL ROOF SYSTEM DE51GN LOADS DESIGNER
EXPOSED RAFTERS CYPRESS No.2 CYPRESS No.2
RAFTER DESIGN DEAD LOAD = 10 psf 1159 GAIL DRIVE
0 32" O.C. ROOF BEAMS ROOF BEAMS RAFTER DESIGN LIVE LOAD = 20 psf ATLANTA, GEORGIA 30319
(404) 634-9993
... .......
4
1/2 CDX PLYWOOD ROOF SH THING OVER 3/, %4" wide CDX
CHRISTOPHER C. KATHIE, INC.
2pcs:' l6d RING SHANK PLYWOOD FILLER STRIPS. FAS EN w/ 8d COMMON WIRE
STAINLESS STEEL TOENAILS 12 NAILS @ 4" O.C. EDGES AND to O.C. FIELD CONSULTING STRUCTURAL ENGINE[
FROM EACH EXPOSED RAFTER 4"xl 0" BALD CYPRESS v 5 INTAEACH 2"x8" RAFTER @ to 0.C. 496 OSCEOLA AVENUE
INTO EXPOSED HIP BEAM JACKSONVILLE BEACH, FLORIDA 322
4%8% '-6" BALD CYPRESS NO.2 EXPOSED RAFTER (808) 329-7737
HIP RAFTER to
NO.2 EXPOSED CORNER
v
1pc-5/8"O x6" HEX HEAD LAG A TAILS 0 32 O.C. SPLICE TO 2"xS" RAFTERS w/ FL P.E. 36820
SCREW w/ V/2"0 WASHERS v SIDE VIEW 3 ROWJ 16d COMMON WIRE NAILS @ 6" O.C.
DRILL AND COUTERSINK 1 '/,'
PLUG HOLES ONLY AFTER TOP VIEW 2pcs-5/,,"O x12" HEX HEAD LAG 2pcs-5/8"O x12" HEX HEAD LAG FASTEN COLLAR TIES TO RAFTERS w/
FINAL TIGHTENING OF LAG SCREWS SCREWS w/ V/2"0 WASHERS. SCREWS w/ lV2"0 WASHERS. 8-12d COMMON WIRE NAILS EACH END
4"x8" BALD CYPRESS NO.2 AND AFTER FRAMING INSPECTION 2"x8" SYP �Nlio.2
EXPOSED RAFTERS DRILL AND COUTERSINK 11/2 DRILL AND COUTERSINK 11/2 to
2pcs SIMPSON H2.5 CLIPS FROM
RAFTERS 0 16" O.C.
a 32" O.C. EACH RAFTER TO 2 1#x8" TOP PLATE
INSTALL 1 x6" TONGUE AND
4 x8 Is CYPRESS EXPOSED RAFTER FASTENING 8 x12" CYPRESS ROOF BEAM FASTENING GROOVE CEILING DIAPHRAGM,
FASTEN w/ 2pcs 8d STAINLESS
TO 8 X10" CYPRESS HIP RAFTER WITH TO 8 xl 2 CYPRESS ROOF BEAM WITH
STEEL RING SHANK NAILS AT EACH
a 0 x12 HEX 2"x6" SYP No.2 CEILING—/ EXPOSED RAFTER INTERSECTION.
0 x6"' HEX HEAD LAG SCREW 2pcs HEAD LAG SCREWS GYPSUM DRYWALL
YZ JOISTS @ 16" O.C. CEILING
INSTALL 6pcs-16d TOENAILS EACH
2%6" P.T. SYP No.2 RAFTER TO DOUBLE TOP PLATE
r4 SECTION
SECTION
V TOP PLATE w/ 1/2"Oxl 2" 1; *1
1\�3 SCALE: 1 V2 to _011 HOT DIPPED GALVANIZED INSTALL 2"x8" P.T. SYP No.2 SOLID
SCALE: 11/21*
BLOCKING IN—BETWEEN RAFTERS. RIP
ANCHOR BOLT w/ 2"x2"xl/8"
DOWN AS REQUIRED FASTEN w/ 3-12d
PLATE WASHER @ 24" O.C. TOE—NAILS EACH SIDE OF BLOCKING.
to CDX PLYWOOD ROOF SHEATHING.
2
FASTEN w/ 8d COMMON WIRE NAILS
8"x8" CMU OPEN
@ 4" O.C. EDGES AND 6" O.C. FIELD BOTTOM LINTEL BLOCK _-�I,CUT BLOCK TO 6"/2" HIGH
INTO EACH EXPOSED RAFTER 0 32" O.C. BOND BEAM w/ 2—#5 TOP,
1 PC—1/2"o xl 2" HEX HEAD LAG 0 CONTINUOUS
12 SCREW w/ V/2"0 WASHERS. '00 8" CMU EXTERIOR BEARING
WALL wl 1—#5 VERTICAL
5 DRILL AND COUTERSINK 1 V2 to
00
c @ 40" O.C. (CENTER IN CELL)
2
INSTALL 1%6" TONGUE AND '/ to CDX PLYWOOD ROOF SHEATHING. FILL CELL SOLID w/ 3000 psi
GROOVE CEILING DIAPHRAGM, FASTEN w/ 8d COMMON WIRE NAILS _ CONCRETE GROUT
FASTEN wl 2pcs 8d STAINLESS @ 4" O.C. EDGES AND 6" O.C. FIELDk < 1—#5 VERTICAL DOWEL
_j
STEEL RING SHANK NAILS AT EACH INTO EACHEXPOSED RAFTER 0 32" 6.C 4" CONCRETE SLAB ON GRADE @ 40" O.C. w/ STID 90*
EXPOSED RAFTER INTERSECTION. 5 w/ WWF 6x6 Wl.4xWl.4 OVER z BEND INTO CONCRETE
:2 PL
INSTALL 1%6" TONGUE At4 D 6 MIL VAPOR BARRIER ON FOUNDATION, ALIGN w/
4"x8" BALD: CYPRESS NO.2
GROOVE CEILING DIAPHRAGM, TERMITE TREATED _u) WALL REINFORCING ABOVE
EXPOSED RAFTERS
FASTEN w/ 2pcs 8d STAINLESS COMPACTED FILL
0 32" O.C.
STEEL RING SHANK NAILV AT EACH
EXPOSED RAFTER INTERSECTION.
2pcs 16d RING SHANK
A
:4
STAINLESS STEEL TOENAILS A
0
EACH SIDE OF EXPOSED
RAFTER INTO ROOF BEAM \\- 8"xl2" BALD CYPRESS No.2
ry
_j
BEAM w/ 1/2"0x24" 1 PC—'/2 too x12" HEX HEAD LAG
LAG SCREWS SHALL HAVE
HOT DIPPED GALVANIZED
DRILLED LEAD HOLES WITH SCREW w/ V/2"O WASHERS.
ANCHOR BOLT wl 3'x3"xl/4' 7 20"d xl2"w MONOLITHIC
O.C. A DIAMETER APPROXIMATELY DRILL AND COUTERSINK 11/2 c
PLATE WASHER 0 48" ONCRETE FOOTING w
8%8" CMU OPEN 50% OF THE SHANK DIAMETER
i 4"x8" BALD CYPRESS N10.2 V_0" 2—#5 CONTINUOUS
BOTTOM LINTEL BLOCK AND EACH END E
OF THE LAG SCREW. TH EXPOSED RAFTERS
w/ 2—#5 TOP, THREADED PORTION OF THE
CONTINUOUS 8" PRECAST LAG SCREWS SHALL BE 0 32" O.C. 0
WALL SECTION AT DOG, GROCMING
LINTEL w/ 2—#5 INSTALLED BY TURNING WITH
2pcs 16d RING SHANK
CONTINUOUS A WRENCH AND NOT BY DRIVING STAINLESS STEEL TOENAILS ECTION
WITH A HAMMER. SOAP MAY BE"
EACH SIDE OF EXPOSED Ile' r6
USED ON THE LAG SCREW TO III,
RAFTER INTO ROOF BEAM
FACILITATE INSTALLATION* 3 SCALE: 3/4" l'—O'
8 _j
C��AL L E
8"xl 2" BALD _Z1
2pcs 16d RING SHANK
CYPRESS NO.2 '/2 to CDX PLYWOOD ROOF SHEATHING.
FL—_31 ROOF BEAM STAINLESS STEEL TOENAILS
EACH SIDE OF EXPOSED FASTEN w/ 8d COMMON WIRE NAILS
AT COVERED SEATING
RAFTER INTO ROOF BEAM 0 4" O.C. EDGES AND 6" O.C. FIELD
AND MEDIA
INTO EACH EXPOSED RAFTER 0 32" O.C.
12
TO INSTALL 1%6" TONGUE AND
4 x8"- CYPRESS EXPOSED RAFTER FASTENING 5
GROOVE CEILING DIAPHRAGM,
8 x12 CYPRESS ROOF BEAM AT L-3 LINTEL WITH FASTEN w/ 2pcs 8d STAINLESS
5/ #11 11 1 1.
0 xl 2 HEX HEAD LAG SCREW 8"02" BALD CYPRESS No.2 BEAM w/ STEEL RING SHANK NAILS AT EACH
t EXPOSED RAFTER INTERSECTION. CHRISTOPHER C.KATHE FL P.E.3W
0 1 1/2 Ox24" HOT DIPPED GALVANIZED
4"x8" BALD CYPRESS NO.2
ANCHOR BOLT w/ 3"x3"xl/4 to
K**2 SECTION
00
EXPOSED RAFTERS 0 32" O.C.
8" CMU SUPPORT PLATE WASHER 0 48" 0.C.
SCALE: 1 V2 8 WALL BEYOND 2pcs SIMPSON H2.5 CLIPS FROM
AND EACH END
EACH RAFTER TO 2"x6" TOP PLATE
8"x8" CMU OPEN 5
lPC 5/8"Ox28" HOT DIPPED BOTTOM LINTEL BLOCK INSTALL 6pcs-16d TOENAILS EACH
GALVANIZED THREADED STUD w/ 2—#5 TOP, CONTINUOUS 6 RAFTER TO DOUBLE TOP PLATE
8"xl 2" BALD
CYPRESS 8" PRECAST LINTEL
--------------- 1/2"002" HOT DIPPED GALVANIZED REVISIONS: DATE:
TOP AND BOTTOM
ROOF BEAM w/ 2—#5 CONTINUOUS
NO.2 w/ 3"x3"x /4" AND HEX NUT, 2"x6" P.T. SYP No.2 TOP PLATE w/ FLORIDA SEAL
I I ANCHOR BOLT w/ 2"x2"xl/s" PLATE BUILDING PERMIT ISSUE 06/24/2W
2pcs SIMPSON A35 CLIP ANGLES AT .1/1' 1/1 i REVISION NO.& 07/13=
-H NOTE: ADD 1pc 5/s"0x28" HOT I N\ - WASHER @ 24" O.C.
I EACH RAFTER TO LEDGER. FASTEN REVISION NO.zL 07/31=
c%4 DIPPED GALVANIZED THREADED 4" CONCRETE SLAB ON GRADE
\��3
w/ 12-8dxl'/2 to NAILS EACH I i
INSTALL 2%8" P.T. SYP No.2 SOLID
STUD w/ 3"x3"x /4" AND HEX w/ WWF 6x6 Wl.4xWl.4 OVER
BLOCKING IN—BETWEEN RAFTERS. RIP
NUT, TOP AND BOTTOM 6 MIL VAPOR BARRIER ON 2"x8" P.T. SYP No.2 LEDGER w/ DOWN AS REQUIRED FASTEN w/ 3-12d DRAWN BY: DATE:
TERMITE TREATED
V "Ox8" HOT DIPPED GALVANIZED
) 2
SLOPE 2" COMPACTED FILL TOE—NAILS EACH SIDE OF BLOCKING. CCK 06/24=
ANCHOR BOLT w/ 2"0 WASHER
8"x8" CMU OPEN
m (N I I �; APPROVED BY:
A
X x-------- 4 x8" CMU OPEN BOTTOM LINTEL BLOCK
BOTTOM LINTEL BLOCK X—,x— i @ 32" O.C. 8
9-4.� , CCK
0 _j )k- zll _ —#5 TOP, CONTINUOUS
V) 8" CMU BOND BEAM w/ 2—#5 TOP, BOND BEAM w/ 2
8" CMU SUPPORT WALL BEYOND JOB NO.
N
LLJ SUPPORT CONTINUOUS
:H ARCHITECTURAL BUILT—IN UNIT i \_8" CMU EXTERIOR BEARING WALL w/ 1—#5 E08-024
- WALL
0 yj
VERTICAL @ 40" O.C. (CENTER IN CELL)
1—#5 VERTICAL, FIRST
.10 ------- NEW CABANA FOR:
00 z TWO CELLS AT END OF FILL CELL SOLID w/ 3000 psi CONCRETE GROUT
20"d xl 2"w MONOLITHIC
0
WALL/BEAM SUPPORT, _31 u
0 CONCRETE FOOTING w/ ROCHOW
SEE DETAIL 8/S-1 - 2—#5 TOP AND BOTTOM, ALL DRILLED AND EPDXIED THREADED
10 RESIDENCE
CONTINUOUS AND #3 BAR STUDS SHALL BE INSTALLED WITH
SUPPORT STIRRUPS
A35 SIMPSON STRONG—TIE "SET" TWO BEACH AVENUE
@ 32" O.C. PARTIAL WALL SECTION AT COMPONENT EPDXY ADHESIVE OR EQUAL. ATLANTIC BEACH, FLORIDA
8"xl 2" BALD CYPRESS ROOF BEAMS INSTALLATION SHALL BE IN ACCORDANCE
WITH THE MANUFACTURERS INSTRUCTIONS.
AT 8 'CMU SUPPORT WALLS WALL SECTION AT COVERED. SEATING REAR OF COVERED �SEATING ROOF FRAMING SECTIONS,
S S DETAILS, AND WALL SECTIONS
�,�3 DETAIL r5 ECTI ON r7 ECTI ON
'\�3 SCALE: 3/4" SCALE: 3/4" l'—O"
1,,�3 SCALE: 3/4" V-091
Sm3
--mom
REINFORCED CONCRETE MICHAEL C. GLASS
DESIGN CRITERIA
MAIN HOUSE UPLIFT CONNECTOR SCHEDULE ALL I CON RM TO THE REQUIREMENTS OF THE LATEST EDITION OF DESIGNER
DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE ALL CONCRETE WORK SH
FLORIDA BUILDING CODE 2004. WIND DESIGN PER ACI 318 AND ACI 301. CONCRET MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW 1159 GAIL DRIVE
LAG SCREWS SHALL HAVE ATLANTA, GEORGIA 30319
DRILLED LEAD HOLES WITH MEMBER SUPPORT SIMPSON CONNECTOR ASCE 7-02. NOT LOCATED WITHIN WIND BORNE AND APPROVAL OF THE STRUCTUJAL ENGINEER. (404) 634-9993
A DIAMETER APPROXIMATELY DEBRIS REGION. DESIGNED AS "ENCLOSED." UNLESS OTHERWISE SHOWN ON D WINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS
EXPOSED CONVENTIONAL RAMING
50% OF THE SHANK DIAMETER LIVE LOADS: FOLLOWS:
OF THE LAG SCREW. THE 4"x8" EXPOSED RAFTERS: 8%12" ROOF BEAM V2"oxl 2" LAG SCREW w/ 11/2"0; WASHEF CHRISTOPHER C. KATHE, INC.
ROOF & CANOPIES 20 PSF
THREADED PORTION OF THE AND 4-16d NAILS, SEE DETAIL !��S-2 SLABS ON GRADE CENTERED
LAG SCREWS SHALL BE 4"xl OPP HIP RAFTER 5/,,"Ox6" LAG SCREW w/ 1 '/,"0 WASHER FLOORS 40 PSF MONOLITHIC FOUNDATIONS 3" CONSULTING STRUCTURAL ENGINEER
INSTALLED BY TURNING WITH AND 2-16d NAILS, SEE DETAIL 1/S-3 496 OSCEOLA AVENUE
CONF ALL WELDED WIRE FLORIDA 32250
A WRENCH AND NOT BY DRIVING 2%6" TOP PLATE (2)H2.5, SEE SECTION 7/S-3 WIND LOAD DESIGN CRITERIA ASCE7-02 ALL REINFORCEMENT SHALL 'CONF M TO ASTM A615, GRADE 60. JACKSONVILLE BEACH,
WITH A HAMMER. SOAP MAY BE BASIC WIND SPEED 120 MPH FABRIC SHALL CONFORM TO ASTM A185. (808) 329-7737
I FL P.E. 36820
USED ON THE LAG SCREW TO 2%8" WALL LEDGER a(2)A 3 51, SEE SECTION 7/S-3 IMPORTANCE FACTOR 1.0
V ALL HOOKS IN REINFORCING', BARS SHALL BE ACI STANDARD HOOKS.
FACILITATE INSTALLATION. EXPOSURE
t of PROJECT
4"xl0" HIP RAFTERS: 8"xl 2" ROOF BEAM (2)5/8"Oxl6" LAG SCREWS W/ 02 0 MEAN ROOF HEIGHT 15.0 FT ALL CONCRETE REINFORCEMENT S LL BE DETAILED, FABRICATED, LABELED, SUPPORTED
LOCATION
WASHERS AND 4-16d NAILS ROOF PITCH 5/12 (22.62 DEGREES) AND SPACED IN FORMS AND SEC ED IN PLACE IN ACCORDANCE WITH THE PROCEDURES
AT HIP RAFTER PE_AK (2) /2"OX8" THROUGH E30LTS w/ 1 V2 POO INTERNAL PRESSURE COEFFICIENT "ENCLOSED" +0.18/-0.18 AND REQUIREMENTS OUTLINED IN E LATEST EDITION OF THE 'MANUAL OF STANDARD
WASHERS AND HEX NUTS, SEE WINDOW/DOOR DESIGN PRESURE SEE TABLE ON S-4 PRACTICE FOR DETAILING REINFOR ED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS 119 MPH
DETAIL 6/;-2 WIND so
SHALL BE PLASTIC DIPPED AFTER ABRICATION.
ALLOWABLE UNIT ST!3ESSES 120 MPH
110 MP14
ALL REINFORCING SPLICES SHALL ONFORM TO THE REQUIREMENTS OF THE LATEST EDITION WIND ZONE
8%12" ROOF BEAM: 8%16%8" CMU COLUMN (2)5/8"Ox28" THREADED STUDS w/ CONCRETE: (PER ACI 318) OF ACI 318, BUT IN NO CASE SH L BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL WIND ZONE (IMPACT)
3%3'Y/4" PLATE WASHERS AND HEX
ETAIL 4/S-2 CONCRETE: WELDED WIRE FABRIC SHALL' BE L PED TWO (2) MESH PANELS AND TIED SECURELY.
NUTS, SEE D 115 M
8" CMU SUPPORT WALL 5/ "Ox28" THREADED STUD w/ FOUNDATIONS f'c = 3000 PSI WHERE REQUIRED, DOWELS SHALL ATCH SIZE AND NUMBER OF MAIN REINFORCING, U.0 N. 105 MPH IND ZON 120 MPH
8
3 it x3"x/4" PLATE WASHERS AND HEX STRUCTURAL SLABS f'c = 3000 PSI WIND ZONE WIND ZON
(IMPACT)
NUTS, SEE DETAIL 3/S-3 CMU CONCRETE FILL f'c = 3000 PSI MASONRY MP
IND ZONE
8"xl2" ROOF BEAM (2)5/a"Oxl2" LAG SCREWS w/ V/2"O REINFORCIVIENT ASTM A615 GRADE60 ALL LOAD BEARING WALLS AND EXtERIOR WALLS SHALL BE� COMPOSED OF ASTM C90, GRADE
WASHERS, SEE DETAIL 4/S-3 WELDED WIRE FABRIC ASTM A185 N-1 HOLLOW CONCRETE MASONRY N TS WITH ASTM C270, TYPE "S" MORTAR. BLOCK UNITS
SHALL CONFORM TO FLORIDA CONCFETE AND PRODUCTS ASSOCIATION SPECIFICATION 'CM-l.' Wind Zone Map
TYPICAL CONVENTIONAL ROOF FRAMING:
-3 STRUCTURAL STEEL: (PER AISC) ALL EXTERIOR CMU WALLS SHALL t REINFORCED FULL HEIGHT IN A GROUT FILLED CELL
RAFTER 2%6" TOP PLATE �2)112.5, SEE SECTION 6/S
HIP RAFTER 1)A35 STEEL BOLTS ASTM A325 WITH 1#5 AT:
-'t _".' _'�' "" 'v STAINLESS STEEL BOLTS AISI 304 EACH CORNER, WALL �ENDS, WALL INTERSECTIONS,
-12d NAILS -3 ASTM A36
EACH SIDE OF CONTROL JOINkS
CEILING JOIST: RAFTER 8-12d NAILS, SEE SECTION 6/S-3 ALL OTHER STEEL
WELDING ELECTRODES ASTIVI A-233 E-70XX AND AT A MAXIMUM SPACING OF 3'-4" O.C.
HIP RAFTER 2"x6" TOP PLATE (2)H2.5
TIMBER: (PER NDS FOR WOOD CONSTRUCTION) LAP VERTICAL BARS 48 DIAMETERS �,WITH WIRE TIES.
STRUCTURAL LUMBER SYP No. 2
GROUT ALL CELLS CONTAINING VERT(CAL REINFORCEMENT WITH CONCRETE GROUT IN 5'-0--
NOTES: BALD CYPRESS No. 2 MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE
1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT.
INSPECTED AND APPROVED. CLEAN-OUTS SHALL BE PROVIDED AT BOTTOM AT EACH LIFT
2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. 0 SOIL BEARING PRESSURE 2000 PSF
2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: 0 0 OF FILLED CELL.
H2.5 u EPDXY ADHESIVE: PROVIDE HORIZONTAL JOINT !REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY, UON. IN
10-8dxl '/
0
d 1 1/� -TIE "SETO* ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND
A35 12-8 x 31 SIMPSON STRONG BELOW OPENINGS, EXTENDING AT
3 LEAST 24 INCHES BEYOND THE OPENING.
0 TWO COMPONENT EPDXY ADHESIVE
ALL SIMPSON CONNECTORS IN 0 LAP JOINT REINFORCEMENT 6" MINIMUM.
CONTACT WITH ACO PRESSURE ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED AS PER DETAILS ON
TREATED LUMBER SHALL HAVE H2.5 A35 STRUCTURAL SHEET S-2 AND HAVE MINIMUM MASONRY END BEARING OF 8".
THE MANUFACTURER APPLIED
"ZMAX" FINISH MASONRY WORK SHALL BE I�SPECTE IN ACCORDANCE WITH ACI 530.1.
SUPPLEMENTARY NOTES
(IDe
ARCHI CTURAL DRAWINGS.
VERIFY ALL DIMENSIONS WITH
4000 COORDINATE OPENINUZ), Z)LttVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL,
ELECTRICAL, AND PLUMBING DRAWINGS.
DESIGN WIND PRESSURE'S FOR WINDOWS/DOORS (PSF)
"ONE = 6'-0") K THE STRUCTURAL ENGINEER ISHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR
(END2 d 0.85
CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR
AREA 1 Osf 20sf 30sf 40sf OMISSIONS OF THE CONTRAdTOR, VR ANY OTHER PERSONS PERFORMING WORK, NOR FOR
THE FAILURE OF ANY OF THEM TO "C RRY OUT WORK IN ACCORDANCE WITH THESE
POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION
CONTRACT DOCUMENTS.
WERIOR +31.4 -34.9 +30.0 -32.6 +29.2 -31.8 +28.6 -31.2 PROVIDE ALL TEMPORARY BRACING, S ORING, GUYING, OR OTHER MEANS TO AVOID
EXCESSIVE STRESSES AND TO HOLD ARUCTURAL ELEMENTS IN PLACE DURING
S
+31.4 -42.0 +30.0 -39.2 +29.2 -37.6 +28.6 -36.4
ZONE CONSTRUCTION.
AREA 50sf 60sf 70sf 80sf IF THE FOOTING ELEVATIONS' SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL,
POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION THE ENGINEER SHALL BE NOTIFIED.
.8
INTERIOR +28.2 -30.8 +27.7 -.30.4 +27.5 -30.1 +27.1 -29
ENDZONE +28.2 35.5 1 +27.7 1 -.34,7 +27.5 1 -34.1 1 +27.1 1 -33.6
DOWS/DOORS TO THE
THE DESIGN OF THE FASTENING OF THE WIN
--SPONSIBILITY OF THE
WALL FRAMING/BUCKS IS THE Rf- WINDOW/DOOR
MAN UFACTURER/SU PPLIER AND SHALL MEET THE WINDOW/DOOR
DESIGN WIND PRESSURES.
CHRISTOPHER C.KATHE FL P.E.36820
FLORIDA SEAL
MEMO
REVISIONS: DATE.
BUILDING PERMIT ISSUE 06/24MOW
REVISION NO.& 07/13/2008
REVISION NO.,L 07/31/2008
DRAWN BY: DATE:
CCK 06/24r4W8
APPROVED BY:
CCK
JOB NO.
E08-024
NEW CABANA FOR:
ROCHOW
RESIDENCE
BEACH "ENUE
ATLANTIC BEACH, FLORIDA
STRUCTURAL NOTES AND
SCHEDULES
S =4