Beach Ave 1629 ... ,,r r.,..__ .,,-_..,.., r......y s, ....:: r,,... ..,.. .. ::: .... ---• m.t.,'!:-r Tom_-,,. ,.,f•-,...r_T., +r ,��. ..q- ,
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(REVISIONS BY
h e' UPLIFT CONNECTOR AT UPLIFT CONNECTOR AT UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES:
" ^` TOP AND BOTTOM OF TOP AND BOTTOM OF ,
�" Mr • EACH STUD, SEE SCHEDULE EACH STUD, SEE SCHEDULE DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA
€ w MEMBER SUPPORT SIMPSON CONNECTOR BUILDING CODE 2001. WIND LOAD DESIGN PER ASCE7-98.
LOCATED WITHIN WINDBORNE DEBRIS REGION. ASSUME EXISTING J
STRUCTURE WAS DESIGNED AS "ENCLOSED".
c A N NTI N R F FRAMING
W f N J MBEROF FULL 2"x6" DORMER RAFTER: DOUBLE TOP PLATE (Z)H2.5 QR (1)MTS12 GROUP R-3 RESIDENTIAL OCCUPANCY
H GHT STUDS TYPE VI CONSTRUCTION
NU ER OF FULL HEIGHT RIDGE BEAM (1)A35
UNPROTECTED
' Of) NIN , SEE 5T S EACH SIDE OF 2"x6" CEILING JOIST: 2"x6" RAFTER 8-12d NAILS UNSPRINKLED
D SEE P i G, SCHEDULE S ED LE HEADER, 0 N SEE SC DORMER DOUBLE TOP PLATE
HEADER, SEEOUTLOOKER 0 L E 1. LIVE LOADS
g L PLANSUNIFORM LIVE LOADS
FLOOR 40 PSF
DORMER DBL TOP PLATE: DORMER STUDS ® 16" Q.C. ROOF 20 PSF
HEADER STRAPS. HEADER STRAPS, DORMER STUDS: LOWER ROOF FRAMING �1�SPH4
1CS16 ® 32" O.C. SIDES DECK 40 PSF
` SEE UPLIFT',SCHEDULE SEE UPLIFT SCHEDULE
AND FRONT
!` (NOTE: INSTALL DORMER ALL FRAMING BOTTOM PLATE TO EXISTING LOWER ROOF 2. WIND LOAD BASIC 120 MPH
ROUGH� OPENING
ROUGH OPENING FRAMING w/ 2 ROWS 12d COMMON WIRE NAILS 0 8" .C.) IMPORTANCE FACTOR 1.0
SEE ARCH. SEE ARCH
AQQEQ Q8NJILEVER K FRAMINGMEANSROOF HEIGHT 25.0 FT
� s. 2"x8" DECK JOIST DECK HEADER BEAM (1)LUS28 FACE MOUNT HANGER ROOF PITCH 4/12 (18.43 DEGREES
STRAPS TO CRIPPLE STRAPS TO CRIPPLE )
8 CMU SILL STUDS 8 CMU SILL STUDS WINDOW/DOOR DESIGN PRESSURES SEE TABLE ON 5-3
>. w CANTILEVERED BEAM NEW 8" CMU WALL (2)MGT, SEE DETAIL 4/S-3 Cry
u ` '
PLATE BELOW, PLATE BELOW,
SEE SCHEDULE
SEE SCHEDULE 3. ALLOWABLE UNIT STRESSES: Z
y TIN FLQOR FRAMING A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION ---
` F EXISTING FLOOR JOIST EXISTING FLOOR LEDGER OVERLAY SLAB f'c = 3000 PSI w a
DECK HEADER BEAM �I�H2-5
LUS26 FACE MOUNT HANGER CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI W ?
" * CONCRETE GROUT FILL FOR CMU f c = 3000 PSIW =)o j
'v
` EXISTING FLOOR BEAM NEW 8" CMU WALL (2)MGT, SEE DETAIL 4/S-3 ALL OTHER CONCRETE (U.N.O.) Vc = 3000 PSI
' if
- MODIFIED WIN OW R H A JR-5 AT EXTERI ¢
B) REINFORCING STEEL - ASTM A615 GRADE 60
M Y FRAMING AND STRAPPING FRAMING AND STRAPPING HEADER TO 3 -o" " JACK STUDS ADD �1)MSTA24 EACH SIDE Uv �Wo
HEADER 3'-0'* TO 6'-0" JACK STUDS ADD 2)MSTA24 EACH SIDE C) WELDED WIRE FABRIC --- ASTM A185 Z) 000 z
. : AT MODIFIED WINDOW OPENING AT MODIFIED DOOR OPENING f� wo�i W
r
�:; •' " : D CONCRETE MASONRY -•• DESIGN PER ACI 530 CURRENT EDITION W J
ETAIL ' 2 DETAIL r(� COMPRESSIVE STRENGTH f m - 1500 P..I � z U:) z
4 y k' M IFI XT RI R TIM FRAM D ARIN WA S Z a, 0
DBL TOP PLATE 2nd LEVEL STUDS ADD (1)H2.5 0 16" O.C. E) SOIL BEARING (DESIGN MAX.) 2500 PSF � V
SCALE: NTS �3 SCALE: NTS 2nd LEVEL STUDS 2"x8" SILL PLATE 1 CS16 16" O.C. FRONT/REAR V) a
(n
:
2x8 SILL PLATE 1 C516 ® 32 O.C. SIDES F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 o
WINDOW-HEADER SPAN TABLE AND STUDS DOOR HEADER SPAN TABLE AND STUDS SILL PLATE 8" CMU WALL 12 O x 12" ANCHOR BOLT w/ OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE �
2"-x2"xV3" PLATE WASHER WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION =
' ' ` 1(VINDOW 2"x4" JACK 2"X4" FULL HEADER BEAM DOOR '2"x4" JACK 2"x4" FULL ® 24" OC BY AMERICAN FOREST & PAPER ASSOCIAT1oN. ALL STUDS SHALL U
HEADER BEAM
r
MAX OPENING STUDS HT. STUDS MAX OPENING STUDS HEIGHT STUDS BE SPF NO. 2 (UNLESS NOTED OTHERWISE).
-
u (2)2"x10" SYP NO.2 30-1" 1 2 NOTES:
H) STRUCTURAL STEEL -- DESIGN PER CURRENT EDITION AISC
(2)2"x8" SYP N0,2 ' " 2nd LEVEL
3 -1 1 2
' 2nd: LEVEL 1) ClUNNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. TUBE STEEL COLUMNS - ASTM A46
' ^ - (2)2."x8" SYP N0.2 ,. (2)2 x10 SYP :N0.2 5'_1" 2 3 2 SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. STEEL BEAMS - ASTM A572, GRADE 5th (�
4 -1 1 2 2nd LEVEL 3� USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: ALL OTHER STEEL - ASTM A36 '
r x :Znd=LEVEL'., .
Y (2 2"x10" SYP N�.2 W
!� . 5 --1 2 3 H2.5 10-8dx1'/2"„ MSTA24 18-1Odxl1/�"
STEEL BOLTS - ASTM A325
2nd LEVEL 1 TYPICAL HEADER SYP No,2 UNLESS NOTED OTHERWISE ON PLAN MTS12 14--10dx1 /2 CS16 22-10d O Q
(2]2"x10" SYP N0.2 • •� » ) " " I) WELDING ELECTRODES -- ASTM A-233 E-70XX
6 1 2 3 2) NUMBER OR JACK: STUDS EACH SIDE OF WALL OPENING, 2x4 A35 12-8dx1 /
w 2nd aLEVEL SPF No-2, UNLESS NOTED OTHERWISE ON PLAN, SPH4 10-8d 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER
MGT 5/ "Oxl2" ANCHOR BOLT
1) , TYPICAL`HEADER SYP No.2 UNLESS NOTED•OTHERWISE ON PLAN 1 a 26 FOR REINFORCING SHALL BE AS FOLLOWS:
AND 22--10d FOOTINGS 3" W '
2) NUMBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2"x4" I
NOTED OTHERWISE ON PLAN.NOTED
8-10dxll/l 4" " SLAB ON GRACE CENTERED C_7
SPF No,2, UNLESS , LUS28 10-1Odxl '/2 1 /2 ZQ
5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE
TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS C�
• C516 PROFILE AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD
SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
• ,. " ` „ ' OF CONCRETE.
5QVNDARYf PF.,ROOF W
RH w TH NG Qui': FLOOR„ DESIGN WIND PRESSURES FOR REPLACEMENT WINDOWS/DOORS (PSE) 6, SPLICES IN REINFORCING, WHcRc PERMITTED, SHALL Br AS ,--J w
w EA I
t_ r'rDECKING • (END ZONE -- 6'-0") Kd- 1.0 FOLLOWS: r ¢
p u
AREA 30sf MASONRY 4 o a
EXAMPLE OF 10sf 20sf 8 BAR DIAMETERS w
PLYWOOD PANEL EDGE ,� CONCRETE 40 BAR DIAMETERS a z 0
• . POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION
w/ DLOCKING .7. IF THE FOOTING ELEVATIONS SHOWN OCCUR fN A I W � � � d';,
WHERE REQUIRED INTERIOR 41.1 -44.6 39.3
' --42.8 38.2 -41.7 UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. OR = 0 ¢
' BY SCHEDULE ,.._. _
. .-. . pR NOTES U
ENDZONE 41.1 -•55.1 39.3 -51.4 38.2 -49.2 ¢ w '
h(� • • 8. ALL LOAD BEARING EXTERIOR MASONRY WALLS AND RETAINING WAL LS m
NAIL,, ,SP`AGI.NG°AT . • • • r V I w
1� AREA 40sf 50sf 60sf SHALL BE COMPOSED OF ASTM C90, GRAUc N- 1 HOLLOW CONCRETE bj pQ v ori
SUPPORTED EDGES, • • (4) 2"X10" SYP MASONRY UNITS WITH TYPE 'S' MORTAR. PROVIDE 1--#5 VERTICAL
v SE, NQTES .QR SCHEDULE POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION " " cv
EXISTING FLOOR BEAM ® 32 /48 O.C. AND ALL CORNERS AND INTERSECTIONS. GROUT c�
EXAMPLE,,OF INTERIOR 37.4 -40.9 36.8 -40.3 36.3 -39.8
ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH CONCRETE r
` UNSUPPORTED •• 2pcs SIMPSON MGT GROUT. FILL ALL CELLS BELOW FINISHED GRADE WITH CONCRETE. --•� CI) Q
(VNSLQCKER), PANEL EDGE., •� • • HEAVY DUTY HOLDDOWN ENDZONE 37,4 -°47.6 36.8 -46.5 36.3 -45.5 PROVIDE STANDARD #9 GAUGE TRUSS TYPE HORIZONTAL JOINT (�
' ;:,UlUPPORTED PANEL;EDGE - SEE UPLIFT CONNECTOR Q
a' 1S TYPICAL. CONDITION '
REINFORCEMENT ® 16" OC VERTICALLY IN ALL WALLS. W
SCHEDULE THE DESIGN OF THE FASTENING OF% tHE WINDOWS/DOORS TO THE
UN.LES BLOCKING IS „ WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER Lu Z I
,REQO ,BY SCHEDULE MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING
OR NOTES • : 5TUD5, RC;F DESIGN WIND PRESSURES. coNSTRUCTION.
RAFTERS L, NOTE: DRILLED AND EPDXIED
r NAILING TO s BOLTS OR EXPANSION BOLTS 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
=.INTERMEDIATE FLOOR JOINS. /8" x16" R N T (' PTA AS SfwE ARCHITECTURAL MECHANICAL ELECTRICAL AND PLUMBING
' ANCHOR BOLT V I
SUPPOR IS. 6► SUBSTITUTES FOR THE DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT
I Q.C. MAX. UON CAST-IN-PLACE ANCHOR SHOWN ON STRUCTURAL DRAWINGS.
. 0
yY. NAILING PATTERN FOR SHEATHING BOLTS. 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTfJOL OR BE
` RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, r'
b
x ON WALLS ROOF AND FLOOR HOLDDOWN FOR EXISTING FLOOR BEAM PROCEDURES, OR SEQUENCES; FOR THE ACTS 'OR OMISSIONS OF THE ( )
as F r
CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR W
THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN
I r , r3""'NDETAIL4 DETAIL ACCORDANCE WITH THE CONTRACT DOCUMENTS. UJ
w+ S--3 SCALE: 3/4" = 1'---0" S-3 SCALE: NTS
1
%4
fF k 1
Y;f• - _
DRAWN
1
'r
MLC
CHECKED
CCK
01ATE
12/04
'} SCALE
..a AS NOTED
�>
:• PROJECT
�M^ LOCATION Boa No.
.� E03-096 t
I
SHEET
a ,
Wind Zone Map f
A ill's
a y v
E `_ • c �"fSHEET 4 OF
a ;
+
EXISTING WALL FRAMING REVISIONS r BY w,
tt-� - -- .SPLICE TOGETHER NEW 4piy 2"x10" x ,112'-0" P.T. EXISTING "x4" SILL PLATE EXISTING WALL FRAMING
SYP NO
,CANTILEVERED FLOOR BEAM w/ 4 ROWS
u
*, 12d COMMON WIRE NAILS 12" O.C.,
EXISTING FLOOR SHEATHING EXISTING WALL SHEATHING 4"x4" P.T.SYP NO.2 EXISTING WALL SHEATHING
' NEW 4piy 2"x10" x 1)'--0" P.T. POSTS AND RAILING
° � SYP NO.2 CANTILEVERED FL�OR BEAM. AS PER ARCH. PLANS EXISTING 2"x4" SILL. PLATE
PJIAQD 1pc SIMPSON H2.5 CLIP EXISTING 2"x6" SYP REMOVE TWO ROWS EXISTING
FROM EACH EXISTING FLOOR CUT DOWN END 2 AS REQUIRED AT JOIST 'I4" sTURDI-FLOOR SUB FLOOR EXISTING FLOOR SHEATHING CEDAR SHINGLES AS REQUIRED
EXTERIOR STEP DOWN FOR DECK
JOIST TO THE EXISTING PLYWOOD SHEATHING. GLUE TO INSTALL SIMPSON C516 STRAPS
FLOOR LEDGER ADD 1pc SIMPSON LUS26 FACE CUT BACK EXl�TING 2"x6" NEW 2"x10" P.T. SYP NO.2 AND FASTEN TO WOOD DECK EXISTING 4ply 2"x10" SYP
r . MOUNT HANGER TO EACH, EXISTING SYP FLOOR JOISTS SOLID BLOCKING IN JOISTS w/ 10d COMMON WIRE FLOOR BEAM w/ '/z" PLYWOOD
` r` FLOOR JOIST TO THE NEW r BETWEEN CANTILEVERD " FLITCH PLATES , 1pc SIMPSON CS16 STRAP UNDER
C� 16 0. . AS REQ D NAILS 4 O.C. EDGE AND
- CANTILEVFRD FLOOR BEAM � FLOOE/DECK BEAMS " 2"x4" P.T.SYP N0.2 END t SELL PLATE AND UP ONTO 2ND •
4 O.C. FIELD CAP w/ 3--12d COMMON EXISTING 2"x6" SYP t LEVEL WALL STUDS, STRAP
` 2" STEP '/.2 SLOPE WIRE NAILS INTO EACH FLOOR JOISTS ® 16" O.C. j 16" O.C.• AT FRONT AND REAR
CANTILEVERED BEAM � ELEVATIONS,
STRAP ® 32" O.C. '
' ADD 1 c SIMPSON H2.5 CLIP i AT SIDE ELEVATIONS
P
�f FROM EACH EXISTING FLOOR I EXISTING 2"x6" SYP
JOIST TO THE EXISTING I PROFILE OF CS16
„ FLOOR LEDGER I� JOIST STRAP UNDER SILL "
EL. +11'-6 /4 EXISTING 2"x10" PLATE AND UP 26
:. �Xl TING , ;I " "• 2 cs s/8"0 THROUGH TOP OF JOIST t RIMBOARD ONTO 2ND LEVEL
2• x8 P.T. SYP N0.2 1 " P
-"x4 LEDGER � � _ �� __-_____ ,I �. I� �._�..,..._.._. _- • • „ 7ADD Zpcs 2x8 x 6 -3/z BOLTS AT EACH 4"x4" Y I WALL STUDS
2 _-__ _ — _ _ DECK JOISTS ® 1fi O.C. P.T. SYP NO.2 ONE EACH I ADD 1 Row 12d COMMON
r i-- - --j T • t w/ 1pc SIMPSON LU528 FACE SIDE, TO 4 ply CANTILEVERED P.T. SYP N0.2 POST t WIRE 70E NAILS COM O.C. U
I I f MOUNT HANGER TO THE NEW FLOOOR/DECK BEAM. SPLICE 4 z
- - - r_ A
C D FLOOR BEAM TOGETHER w/ 4 ROWS 12d ;`'
- ' - ANTILEVER F 00 EL. +10 -9'/z I „
d'
COMMON WIRE NAILS TOP OF PLATE I 1 '/s W
*' 2"x8" P.T. SSP No-2 TOP PLATE w/ NEW 8" CMU GARAGE WALL ® 8" O.C. _
3pc SIMPSON , " J ' " x12" ANCHOR BOLT w EXTENSION. SEE SECTION 1 S�-2 EL. +10'-8" I • 8 f-- w �o
"� SPHS :FR M NEW L-2 » ' " N /z " / / L._._ ------- -- Q z l�. o
: ". Q. , CMU LINTEL 2 x2 x'/g P TE WASHER ® 24 O.C. TOP OF CMU I m
2"A PLATE , 1 EXTEND /z CDX PLYWOOD FILLER TO ¢= co
TO NEW BEAM. g'-0"f 4'-0" 2'-3 1/2" I BOTTOM OF NEW 2"x8" P.T. SYP NO.2 U U W
Y rn FASTEN" w/ PLATE. FASTEN w/ 8d COMMON WIRE p m z
* ;10--1Od EACH. EXISTING ROOF SHEATHING " NAILS ® 3" O.C. EDGES AND 6" O.C. w
' EXISTING ROOF SHEATHING'
2 x8 P.T. SYP No.2 TOP v w
" " , " >. FIELD WV) cn_ja
�. " " CANTILEVERED FLOORZDEK BEAM ASSEMBLY TO REMAIN AS-IS PLATE w/ /z 0x12 ANCHOR = 05
` TO REMAIN AS-IS'
BOLT w/ 2"x2"x'/a" PLATE N 0- Z co z
^ ' 12 ? 12 WASHER ® 24" O.C. NEW 8 CMU RETAINING WALL 0 J 0 Y
EXISTING
SECTION � EXISTING EXTENSION. SEE SECTION 1/S-2 a
Tl R F FRAMING L 11/2 = 1'-0" EXISTING ROOF — o -'
, > EXIS NG OO " G S-2 SCALE: FRAMING TO 0
' rt' 70 REMA�J AS-IS REMAIN "AS-IS" " (=j
EXISTING FRAMING CONNECTION TO NEW 8 CMU WALL
CUT BACK EXISTING 2"x6"
h SYP FLOOR JOISTS
® 16" O.C. AS REQ'D SECTION
'h EXISTING 2"x4" SILL PLATE S-2 SCALE: 1 '/2" - V-0"
w'a - •.;: + EXISTING FLOOR SHEATHING
# h
EXISTING WALL FRAMING ADD 1pc SIMPSON LUS26 FACE EXISTING WALL FRAMING (n
MOUNT HANGER TO EACH EXISTING EXISTING 4piy 2"x10" SYP
EXISTING 2"x4" SILL PLATE FLOOR JOIST TO THE NEW FLOOR BEAM w/ /Z
F" + CANTILEVERD FLOOR BEAM PLYWOOD FLITCH PLATES Q
EXISTING FLOOR SHEATHING EXISTING, WALL SHEATHING NEW 4 fl 2"x10" x 12'=0" P.T. 2"x6" EXISTING WALL SHEATHING
E P Y EXISTING 2x6 SYP
EXISTING 4 I 2"x10" SYP
SYP NO.2 CANTILEVERED FLOOR BEAM. FLOOR JOISTS 0 16" O.C. w
E P Y CUT DOWN END 2 AS REQUIRED AT 0 Q
' FLOOR BEAM w/ '/z" R , " " EXTERIOR STEP DOWN FOR DECK EXISTING 2"x4" SYP
PLYWOOD FLITCH PLATES EXISTING 2x6 FLOOR JOIST SUPPORT LEDGER EXISTING 2"x6" x
i JOIST r JOIST C�
EXISTING 2"xfi" SYP ADD 1pc SIMPSON 2.5 CLIP
'F FLOOR JOISTS 0 16" O.C. '
FROM EACH EXISTI G FLOOR Z
N,
EXISTING 2"x10" JOIST TO THE EXISTING EXISTING 2"x10"
EXISTING, 2"x4" SYP RIMBOARD FL00 LEDGER RIMBOARD Q
` F OR JOIST SUPPORT LEDGER W ¢
EL.. +11'•63 2"x8" P.T. SYP No.2 70P EL. +11'-63/ " 2"x8" P.T. SYP No.2 TOP (f� �..� w
4V1TQP qF JOIST , " N TOP OF JOIST , N " °C
Y , PLATE w/ /z x12 ANCHOR PLATE w/ /2 x12 ANCHOR z Z o
Tr BOLT w/ 2"x2"x'/g" PLATE 1 " BOLT w/ 2.,x2"x'/4 r, PLATE W
E r EL: +1a' =9'/ WASHER ® 24" O.C. EL. +10 --9 / WASHER 0 24" O.C. � Q =
T
pP :QF r PLATE +-- --....-_____� _. _. ___•._-- _ __�._.._ .... _.._. TOP OF LAE _
.: . TOP IY CM - - Iry ,
TOP of cMu W ;
2 CONTINUOUS / 2 # CONTINUOUS ._
8"Xlfi" CMU BOND BEAM r 8X16 CMU BOND BEAM W m U
tw/ ._#5 -1- ---- ... -L---- --- w 5 ON i W rn
- -
' Ya �! I t TO AND BOTTOM i
+7O AND BOTTOM t � � NEW 'GRADE � r NEW GRADE � co ¢
�--#5 VERTICAL ATl
4�1� 1--#5 VERTICAL AT ¢
a I =ACR CORNER, INTERSECTIO ao EACH CORNER, INTERSECTION,
T
I�' - ND ® 32 /48 D.C. FILL LC a II /
qY I. " 1 I Z AND 0 32" 48" O.C. FILL CELL '".`.�
' z I a a W
j SOLID w/ CONCRETE GROU � SEE, u u SOLID w/ CONCRETE GROUT: SEE Q
r
.--x • -,' �..
PLAN FOR SPACING PLA FOR SPACING
w l+ 8"X8"1 CMU BOND BEAM 8"X8" CMU BOND BEAM
'' r�: _ ' _ .__-- _ . li _ w �w/ 2:,-#5 CONTINUOUS __. f� I / #
'
� � w 2- 5 CONTINUOUS J
9 . ' - ,(2 LOCATIONS} z II Il N t;2 LOCATIONS) Q U
�• .w . � ~� -'.__-.-.,- �:z.:�- - w�•---_'..._�'�.:'�_... 'r,:.-»�._.'.-:.:'=mow. "-..-_•_.•��..�-._—.... ..._,-._..,. �-^._.. ...__ .. I`..� _ _ .7 � . .. _ ... � N r �'�--� r� r ;; EXISTING REINFORCED 8 CMU
c_7
z * µ- f _ , _ I _ -1 �Trt r/r rl._ f,�{ ra I t i "AS IS"
1 � �-t lbw-1 �� I , _� I 1 i ,_. ft:I GV :
LLJ
_17-E
uj
RETAINING WALL TO REMAIN [L
9
1r
6 I
0 , L 6 AND EPDXY 1-- ' '-Q DRILL 6" AND EPDXY 1 # x2'-fi''
V A ® 32" 4E}: i VERTICAL DOWEL ® 32-/48} o: .
t ir` IE TICAL DOWEL / 8 ,
i' Alf NED W/ #5 VERTICAL 1�1�11t* y ALIGNED w/ #5 VERTICAL WALL
EXISTING REINFORCED REINFORCING ABOVE
c
, �• ._�.Y RFORCING ABOVE I " c�
F � I 8 CMU RETAINING
z
WALL TO REMAIN "AS-1S" 01 V
,.
S r•n 1 .i •. .[ X
W .r
. NG REINFORCED 8
I EX TING REINFORCED 8,.
EXISTING
CMU RETAINING WALL
�Ij
1.,
CM RETAINING WALL ��
` NEyIf 4"i gVER1.AY I t NEW 4" OVERLAY
DRAM
� � MLC
f CONCRETE, SLAB __ :_ - _ = � CHECKED
' - _ t CONCRETE SLAB S,
•, ',; SSS
r I EXISTING CONCRETE t' I EXISTING CONCRETE CCK
EXISTING 8"d x 24"w AIN AS IS
G 8 d x 24 w FOUNDATION TO r = .; FOUNDATION TO REM ATE
�_...�:._ FOU D ,
THICINED EDGE w/ REMAIN "A5-IS" THICKENED EDGE w/ 01/09/04
2- 5 CONTINUOUS � �
2-#SCONTINUOUS # r scAlrE
. ,. • _.T:__' AS NOTED
TOP ;gFCISTING j TOP OF EXISTING' SLAB I
� � � k SLAB I 3oe Na.
•• Eo3-ogfi
SHEET
`�' :�. _,----_____-- • • E TIN d THICK
XIS G 8" THICKENED _
� �; ; � � ,,• , EXLSTING-8�,d THICKf,f11�D . ! � • ,�'�
y
r: c� B w 2. 5 CONTINUOUS AT
SLAB.' �r�, � #� coC(>NTINUOUS'>NAT / #
.I. .
,
EXISTINd� WINGS WALL) LQCATlQNS
, ySECTION 1
s
E STING WING WALL LOCA1`IONS
•
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ss w
i
REVISIONS BY
t
• ' ` � � _ 2"x8" P.T. SYP No.2 70P 2"x8" P.T. SYP No.2 TOP
u� y •e'. r t 1-#5 VERTICAL 0 48" O.C. 1-#5 VERTICAL. 0 32" O.C. PLATE w/ '/2"0xc12" ANCHOR PLATE w "
/ '/2 Ox12 ANCHOR
JA. BOLT w/ 2"x2Mx'/s" PLATE BOLT w/ 2"x2"x'/a" PLATE
WASHER 0 24 O.C.
WASHER 0 24,. O.C. ,.
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I
� C A I p CURRENT PURL IG RECORD5 OF DUVAL COUNTY, FL
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MICk4EL DUNLAP., "ARCHITECT CI 4RI5TOPI4ER C, KATHE, 5TRUCTURAL. ENGINEER r
5U i L D f NCS COD
I NOTICES IN ADDITION TO THE REQUIREMENT$ OF THIS PERMIT, ADDITIONAL RESTRICTIONS, APPLICABLE TO THIS PROPERTY MAY
` SE FOUNp IN THE PUBLIC RECORDS OF THIS COUNTY. THERE MAY SE ADDITIONAL PERMITS REQUIRED FROM OTHER ENTITIES
r-' SUCH AS, WATER MANAGEMENT DISTRICTS, STATE AND / OR FEDERAL AGENCIES.
I
INDEX TO DRAUJINr_;;5
ADDRF-551629 PEACH AVE ATLANTIC SEAGH PERMIT NO,
_--- ._ _ _ ._ ,41 5 I T� PLAN
` OCCUPANCY A55EM5LY ( ) 5USINE55 _ C ) EDUCATIONAL ( ) �.
TYPE _ 51DENTIAL TYPE (R52) C X ) FAGTORI�'-IN_DU5 ( ) A2 GARAGE AND FIR5T FLOOR PLAN
� .. INSTIT -----_ -
_
w
MER
MERCANTILE
(UNR) ( ) IRN5TITUTiON,4L _._ ( ) STOR,4GE-UJHSE._..__ _ --- (._ �._ ,43 EXTERIOR L�YATIONS
' 1 HAZARDOUS _ ( ) MIXED._ _ ._... ._._ _ -- __-_- __-- .
occuP (SPEC. TYPES) A WALL 5I CT I ON5 / D TA i i 5
GROSS ----- PUILDINCx HEIGHT ( 25'H) MEZZANINE YE5 ( ) NO ( ) QTY ( ) 45 � � �°• �I
:y BUILDING IES ( ) NOT SECTION5 / DETAILS 1
NO, OF 5TOR 2 Ts:-.._. _ --- - �" L
AREA A�2 EX15TING GARAGE AND FIR5T FLOOR FLAtU
:. 5Q. FT. PER FLOOR ( 134(o)
" RENOVATION OF EX STI G GARAGE/APT
TOTAL SQUARE FOOTAGE ( la9a)
NO, UNITS PER FL. ( ) TOTAL ( I ). OCCUPANCY LOAD (N/A ) Y" f _-- - -.. -.----- ------- .--------_T_ . _-- I the undersigned do attest that
. CONSTRUCTION T TYPE I (a TYPE IV (UP) ( ) MIXED CONSTRUCTION (SPECIFY) the information contained within 51 STRUCTURAL. PLAN
TYPES — this document is actual and true CTL! A TAI 5 AN 5C�4 DUDS
I TYPE 11 t TYPE V (P) ) 52 5TRU R L DE L D E
� 1 TYPE III ( )j TYPE VI (UP) ( >C ) ,
to the best of my iurowledge, 53 5TRlJGTUR,4L DETAILS AND 5C�4EDUI EIS
— - - --- — - ... a
--•--- •-- ----- -- 3o that this information meets or
TYPE IV (PX TYPE VI (P) ( ) ___---_ . ._.. . l . .. __. ... -- exceeds all applicable minimum
r
-- _---_-
FIRE WITHIN FIRE D15TRICT YES ( ) NO (X) 5PRINKLED YE5 ( ) NO (X) TYPE C ) � bullding codes and fire safety
RE5.15TANCE - T at
as determined b the
A55EMSLIE5/ COMPONET5 HOURLY RATING 5Y5TEM DESIGN y
, _ _. .__. _ -----.- ---- local authority in accordance withELECTRICAL FLOOR PLANS
TENANT 5EPARATION N/A EX15TING Chapter 553 and 633 of the 41 1kj
w — — --- • ---._ -.___ —_
INTERIOR IUALL5 (SEARING) _ N/A EXISTING Florida Statutes.
INTERIOR U1ALL5 (NON-F3EARING) N/A EXISTING=- --
EXTERIOR WALL5 N/A EXISTING ,
FLOOR / CEILING N/A EXISTINGFILE f
/ CEILING
N/A EX 1ST INC
ROOF G E L
COLUMN5/5EAM5/TRU55E5 N/A EXISTING
MEAN5 OF ADA COPIPLANT YES l ) NO. ( X) MAX TRAVEL D15TANGE TO AN EXIT C NIA) OFFICIAL U5E ONLYQN
• c �• .�� �. ' "�
rt INGRESS/ EGRES VERTICAL ACGE5515LITY YE,5 (F ) No ( X) TOTAL EXITS (2 ) MINIt-iUM WIDTH (36 IN.) DATE: y ;•,,� f *, �,
lyAPPROV
PROVIDE CALCULATION FOR --- --_ _ p
OF ATtANT►C'cEACH
EGRE55 WIDTH A5 PER CHAP. i004 — �ut�r��r�a �� • '��3 " ' ' f "` � r
NIA - EB 2 j lto
1
F E � iT 01 - 12 - 2004
tin
1�iT
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{ L;° APPLiCA5LE CODE: FLORIDA 3UILDIi�dC CODE 20>a) t-- r
�!�d�� �!!r�'d�.�� �o uta I
" p REV15�D 1 -30-2�0�
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41.5" 41.5" 41.5"
126.5" (OUTSIDE DIMENSIONS)
DESIGN CRITERIA AND LOADS m q
@ cocv
ButldIna Code ((� CV 0
2001 Florida Bulldtng Gode (f� Co
Cods for Design Loads 0-11 0
ANSI/ASCE l-9S
Wind Loading 0 0 LL
ASCE 1-W,3s Gust 120 MPH .Z Z
Exposure Category C
Importance Factor 1.0 LU U
GIG Design Pressures .48,-60 sf 0— `
toLnLL +J
- - l A _ d)
LLI U
0
3(0.5"
� U �
U `n o)
X
L �
to
36.5" 36.5" 36.5"
0
r
B
ALT ORIENT EACH _ _
SCREW OPP,
5"4" 36 ksl STEEL (TYP INTERIOR
TUBE (TYP ALL) TUBES)
r 1��
A B A CA
SIMPSON SCSI/4-6
SCREWS AT 6" O.G.
(TYP EVERYWHERE)
- - B
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d)
L2
C6 N
m
L4"x6"x3"x3/8"
N
BOLTED TO SLAB WITH
3/4"x10" EMBED EPDXIED
ALL-THREAD AND WELDED
TO TUBE WITH 1/8" FILLET
WELD ALL THE WAY AROUND,
(TYP 4)
THESE STRUCTURAL DRAWINGS
WERE PREPARED FOR THE
CONSTRUCTION OF THE PROJECT
DESCRIBED IN THIS TITLE BLOCK
AND ARE INTENDED FOR USE BY
A LICENSED CONTRACTOR DO
NOT PERMIT CONSTRUCTION
WITH THESE PLANS BY AN
ELEVATION. 1 1 �NRGROTHER
UNLIENE BUILDER
ELEVATION CONNECTION 3 /4 1 � 0
Wl
Consulting Inc
1�p
SIMPSON SD5I/4-6 ALTERNATE THE ORIENTATION
SCREW AT 6" O.C. OF EACH SCREW TO BE IN
OPPOSITE DIRECTION!.
ADJACENT FRAMING
5"x2" STEEL TUBE MIN 2x4 No.2 SYP BUCK
MIN 2x4 No. 2 SYR BUCK SIMPSON SDSI/4-6
SCREW AT 6" O.C.
5"x2" STEEL TUBE
MIN 2x4 No. 2 SYP BUCK
cc:
a R O V E u 1 'ren V'�C`��f
.Y tiltnn►
.,tNG Orr..,
A IUINDOUJ/DOOR BUCiG DETAIL B WINDOW/DOOR BUCK DETAIL ,;. - -
SCALE: SCALE: 6" - 1'-0" t.