2102 Beach Ave-2011 hallway and bath t
REVISIONS BY
NOTE: CONTRACTOR SHALL INSTALL EXISTING T CMU WALL BUILDING PERMIT CCK
SEGMENT TO REMAIN ISSUE 01/31/11
TEMPORARY SHORING AT FIRST LEVEL, " "
AS REQUIRED, TO SUPPORT EXISTING j AS-IS EXISTING 5/e" CDX PLYWOOD
LOAD BEARING WALL SEGMENTS THAT ROOF SHEATHING,
� J J ��--------- � WILL BE REMOVED AND MODIFIED AS 12
EXISTING FORMED AND POURED
a Q I INDICATED. ,- CONCRETE RAKE BEAM w/
i
4 2-#5 CONTINUOUS, TO
z z I REMAIN "AS-IS"
I NEW NEW I
Fr
BED ROOM BED ROOM Q
I m m j
I O Q I
I J EXISTING
GARAGE z 8" CMU WALL w/
I F- 1- I F GARAGE I EXISTING 8" CMU WALL
I #5 VERTICAL N EXISTING 8" CMU WALL SEGMENT TO REMAIN
x CONCRETE FILLED x I SEGMENT PREVIOUSLY "AS-IS"
I FRAME NEW INTERIOR PARTITION w CELL 48 O.C. W I MODIFIED TO REMAIN
I WALLS w/ 2"x4" SPF No.2 EXISTING TS 3"x3"x'/4" "AS-IS".
I STUDS ® 16" O.C. `� ' _ ; TUBE STEEL COLUMN I
ADD INFILL 2"x8" SYP NO.2 C , SETS CL ADD TS 3"x3"x'/4" TUBE STEEL ITF Z cn
I TOP PLATE, 2"x8" SYP NO.2 I NEW NEW 9 COLUMN w/ P_1/2"WW BASE I
w
I STUDS ® 8"t O.C, AND 2"x8" ' gpTM , BATH PLATE w/�1pc g/a"�sx6" THREADED Lv ? o
P.T. SYP N0.2 BOTTOM PLATE. STUD DRILLED AND EPDXIED INTO " " = o
EXISTING 8 x16 CMU z w o
INSTALL VERY TIGHT AGAINST ���`�"""'"�"��� �® � �� �� ��� STING CUT-IN
THE EXISTING CONCRETE SLAB. -- _ - _ , WALL SEGMENT PREVIOUSLY " 3 ,► " W p w O
STEEL ANGLES ABOVE. � '
INSTALL PRIOR TO INFILL MODIFIED TO REMAIN L6"x "x/2 x /8 x 4'- Y Q Z w ('4 0 E
.. .__ STUD WALL. FRAMING. " " EXISTING STEEL GLES = m
EI AS-IS . a C-) M v
_ _ U � �W o� E
EXISTING LOAD BEARING WAL i. ii ADD NEW CUT-IN EXISTING LOAD BEARING WALL ADD INFILL 2 " SYP N0.2 9 m z
I " " 3 " " WELD E S L TOP PLAT 2"x SYP N0.2
FRAME NEW INTERIOR PARTITION (, L6 x4 x /2 x /8 x 11'-4" FRAME NEW INTERIOR PARTITION " " " v w w m
I COLU TO DOUBL D 2x8 W cn N r
WALLS w/ 2"x4" SPF No.2 , STEEL ANGLE EACH SIDE OF WALLS w 2"x4" SPF No.2 STUDS 8 t aC, n o+,
STUDS ® 16" O.C. �� NEW OPENING IN THE EXISTING STUDS ® 16" O.C. " GLES (TYPICAL) P.T. NO.2 BOTTO LATE = 0 0 z J
II II MASONRY WALL PRIOR TO THE EXISTING 8 CMU WALL Q- Z o o w o
I ALL VERY TIGHT AGA T
REMOVAL OF THE EXIS a SEGMENT TO REMAIN E ANGLE VE. F- d v
_.., FOYER _.... I= �I 8" CMU WALL SEGM FOYER "AS-IS" (n Z Q
�I 4 0
LAUNDRY 3 " = 0
CLOSET EL OR 4 i
... m_W:..... I� II � ADD TS 6"x3"x'/4" TUBE STEEL �
COLUMN w/ IP'/2"x4"x10" BASE S-2 EXISTING 8" CMU WALL
PLATE w 2 cs
%"04"
0 Q J E s I / p THREADED SEGMENT TO REMAIN
p p p STUD DRILLED AND EPDXIED INTO R OVE EXISTING
„ THE EXISTING CONCRETE SLAB. 8" C U WALL SEGMENT ! "AS-IS" Z
REMOVE EXISTING 8 CMU TYPICAL EACH SIDE OF NEW
WALL SEGMENT AND MASONRY OPENING. Q
ADD NEW TS LEVEL WALL MODIFICATION PLAN STEEL COLUMN.'xTYPICAL EACH ADD NEW CUT-IN EXISTING TS 3"x3"x1/ "
FIRST SIDE OF NEW MASONRY OPENING. " " 3 4 Q' (n
E S E L6 x4 x/2 x /8 x 11 -4 TUBE STEEL COLUMN
SCALE: 114" = 1'-0" STEEL ANGLE EACH SIDE OF " " " Z
1) ALL INTERIOR AND INFILL WALLS SHALL BE CONSTRUCTED w/ INDICATED NE'�V INTERIOR NEW OPENING IN THE EXISTINfG ADD TS 3x3 x/4 TUBE STEEL COLUMN Z O
DBL 2''�c4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS, PARTITION NEVvWALMASONRY WALL PRIOR TO THS w/' '/2"x6"x6" BASE PLATE w/ 1pc 0
AND 2"x4" SYP No.2 BOTTOM PLATE, U.N.O. � REMOVAL OF THE EXISTING 5/e"�x6"1 THREADED STUD DRILLED AND
8" CMU WALL SEGMENT
EPDXIED INTO. THE EXISTING CONCRETE
n,
SLAB. IN T #1i+
LL FRAMING.
t
• • • • . a.
STUD W .
ELEVATION : h 0 ` CMU WALL MODIFICATIONS o
-- SCALE: 1/4" = 1'-0" i � Z
D Z a
� EXISTING 8" CMU WALL EXITING DOUBLE P.T. 2"x10" � o
a cc Z
3 BEYOND Syf( 0.2 LEDGER w/ 5/8"0x10" G
z ANCHOR BOLTS ®-16" O.C., a
z STAGGERED —I w = Q
EXISTING W EXISTING 3/4" PLYWOOD [EXISTING 12" SYSTEM 42 PRE-ENGINEERED —� U w m
Q S" CMU WALL w/ o SUBFLOOR SHEATHING FLOOR TRUSS ® 24" O.C. Q w m 0
3 1-#5 VERTICAL IN a o z
z CONCRETE FILLED "' L. +9'-2'/. " 0 N J
CELL ® 48" O.C. p TOP OF PLY DECK Q V Q
GARAGE W F GARAGE L1J
N !/) N
m N x e I..L.
o a W
EXISTING DOOR OPENING --,,,,o "I
TO BE CLOSED IN. VERIFY EXISTING CELL IS e o
o REINFORCED w/ 1-#5 Z
F VERTICAL IN CONCRETE O O
(n GROUT FILLED CELL.
W
EXISTING 1pc SIMPSON THA418 U
REMOVE EXISTING INTERIOR I REMOVE EXISTING INTERIOR ADJUSTABLE TRUSS HANGER O
PARTITION WALLS I PARTITION WALLS SAWCUT EXISTING MORTAR JOINT AND INSTALL 0
EXISTING 8"x16" CMU OPEN NEW CUT-IN L6"x4"x'/2"x3/8" x 11'-4"
Jill BOTTOM LINTEL BLOCK TIE BEAM STEEL ANGLE EACH SIDE OF NEW OPENING IN W
THE EXISTING MASONRY WALL. DRILL 6" AND
El w/ 2-#5 TOP AND BOTTOM, �
EXISTING LOAD BEARING WA EXISTING LOAD BEARING WALL CONTINUOUS EPDXY 5/."OW THREADED STUD w/ HEX
NUT AND WASHER ® 24" O.C. ALTERNATE
EXISTING 8" CMU WALL BELOW TO OPPOSING SIDES TO AVOID BOLT CONFLICT.
REMOVE TING BE REMOVED AFTER THE CUT-IN
r------------ %- " ___________, ANGLES ARE INSTALLED
8 CMU WA L
I I SEGMENT I I I SECTION AT CUT-IN SUPPORT ANGLES w " CMU WALL ABOVE REMOVED
FOYER ----- wl -----i FOYER
----- T -----� S�C TI ON
DRAWN
I I I I I I S-1 SCALE: 1 /2 1 - CCK
I I I I EL CLOSET CLOSET E OR I I I I , , "
I I I I I L6"x4"x'/2"x3/8" STRUCTURAL CHECKED
I I I I STEEL ANGLE CCK
O O N c 01 DA
3172011
REMOVE EXISTING 8" CMU WALL SEGMENT. "/16"0 HOLES TO RECEIVE SCALE
.. .. "X%" . " 5/8 THREADED STUDS " .p
� ADD NEW CUT-IN L6 x4 x/2 x 11 -4
1/4 = 1 -0
S,. STEEL ANGLE EACH SIDE OF NEW OPENING IN 24" O.C.
>,, ��4 ;A� JOB N0.
THE EXISTING MASONRY WALL PRIOR TO THE El 1-002
WALL DEMOLITION PLN REMOVAL OF THE EXISTING 8" CMU WALL ��� SHEET
FIRST LEVELSEGMENT -
DETAILS OF CUT 1N S PORT J
ANGLE
SCALE: 1/4" = 1'-0" ,
INDICATES INTERIOR PARTITION INDICATES 8"1CMl1 2
SIECTION
WALL TO BE REMOVED WALL TO BE EMOVED S-1 SC'4kLE, 3/4" - 1' 0" REVIEWED F +3 rZo►1
OR CODE COMPLIANCE ` 1 _ sHEEr 1 of 2
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS.
REVIEWEDBY: DATE: 2-17-11
(REVISIONS BY
STRUCTURAL OTES: BUILDING PERMIT CCK
1'_4" DESIGN IN AC ORDANCE WITH REQUIREMENTS OF THE FLORIDA ISSUE 01/31/11 BUILDING COD 2001. WIND LOAD DESIGN PER ASCE7-98.
' NEW aUT-IN
* � LOCATED WITHI WINDBORNE DEBRIS REGION. DESIGNED AS
��STEEL
" " ' "x3 " x 11'-4" "ENCLOSED". E CONTRACTOR SHALL INSTALL IMPACT RESISTANT
O x;�4ADD TS 6"x3" " TUBE STEEL ; ,ANGLE EACH SIDE OF WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL SHUTTERS IN
COLUMN w/ IV/2"x4"x10" BASE NEW O?ENING IN THE ACCORDANCE TH SECTION 1606.1.4.
: PLATE w/ 2pcs 5/a"0x6" THREADED 1 1 EXISTIN IG MASONRY
MOJ)IFIED AND REINFORCED „ , "' ,.,..•.9l1!! STUD DRILLED ANIS EPDXIED INTO = = WALL ABOVE. 1. LIVE LOAD
I CMU WALL SEGMENT "' ' . r —
UNIFORM VE LOADS
" THE EXISTING CONCRETE SLAB.
ABOVE FLOOR 40 PSF
4 I
ROOF 20 PSF
DECK 40 PSF
6" EXISTING 8"x16" CMU OPEN .•�:,.;:, 2. WIND LOA BASIC 120 MPH
BOTTOM LINTEL BLOCK 1GIE is :r, LA
IMPORTAN E FACTOR 1.0
BEAM w/ 2—#5 TOP AND 'C'
® BOTTOM, CONTINUOUS EXPOSURE
EXISTING 8" CMU Al-#5 VERTICAL MEAN ROOF PITH HEIGHT 35.0 FT
412 (18.4 DEGREES)
WALL SEGMENT AT INTERSECTION
WINDOW/ OR DESIGN PRESSURES SEE TABLE ON S-2
3. ALLOWABLE UNIT STRESSES:
" 0 Oil 3 S E C TI 0 N A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION U
EXISTING 8 CMU
SCALE: 3/4" CONGRETE GROUT CELL FILL f c = 3000 PSI Z_it
U)
WALL SEGMENT S-2 = 1'-0" w Q
SAWCUT EXISTING MORTAR JOINT AND INSTALL B) REINFORCING STEEL - ASTM A615 GRADE 60 LTJ z o
4 NEW CUT-IN L6"x4"x'/2'hx%" x 11'-4" = 0w
STEEL ANGLE EACH SIDS OF NEW OPENING IN C) CONCF ETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION P- w w OJ
THE EXISTING MASONRY WALL. DRILL 6" AND C PRESSIVE STRENGTH fm = 1500 PSI Q J Z L` col r E
a coo 0
EPDXY 5/s"OW THREADED STUD w/ HEX D) ALL DI ENSIGN LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 Y Of <v M U
„ EXISTING » » OR BER WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE U
NUT AND WASHER CSD 24E O.C. ALTERNATE MODIFIED 1 = ADD "3 y3 y'/4 TUBE STEEL COLUMN b o m Z^ E
OPPOSING SIDES TO AV01D BOLT CONFLICT. HEADER BEAM , , w/ /� x6 x6 BASE PLATE w/ 1 pc WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL IY f5 w w
5/a"oxg" THREADED STUD DRILLED AND v-� w ao
I EPDXIES INTO THE EXISTING CONCRETE BE SPF N0. 2 (UNLESS NOTED OTHERWISE). = � 0 5 0.0 o
SLAB. IINSTALL PRIOR TO INFILL z L_ U
EXISTING O STUD WALL FRAMING. E) STRUCTURAL STEEL — DESIGN PER CURRENT EDITION AISC 0O J �N �`' �
ADD TS 6"x3"x'/4" TUBE 1—#5 VERTICAL TUBE STEEL COLUMNS — ASTM A46 v
STEEL COLUMN. FIELD CUT IN CONCRETE STEEL CHANNELS — ASTM A36 V) Z
REQUIRED HEIGHT AND WELD FILLED CELL tf '": ALL OTHER STEEL — ASTM A36 0
.;. t STEEL BOLTS - ASTM A325
ALL AROUND TO BOTTOM 1 4 — _
OF NEW CUT-IN ANGLES. EXISTING 8" CMU F) WELDING ELECTRODES - ASTM A-233 E-70XX U
EXISTING 8" CMU WALL SEGMENT
WALL SEGMENT , I G) ALL EPDXY SHALL BE SIMPSON STRONG-TIE "SET" TWO-COMPONENT
I NEW AUT-IN EPDXY BASED ADHESIVE OR EQUAL
� " » ADD TS 6"x3"x'/4" TUBE STEEL I ; » " » 3 " " 4. EXISTING LOAD BEARING INTERIOR MASONRY WALLS SHALL
12/2 x4 x10 BASE PLATESTEEL
N x/a x 11 ID BE COMPOSED OF ASTM C90 GRADE N-1 HOLLOW CONCRETE MASONRY
5 " �, COLUMN w/' P-1/2"x4"00" BASE � I STEEL �►NGLE EACH SIDE OF
W/ 2pcs /a �x6 THREADED 5 " ; , UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING
STUDS. DRILL 5" AND EPDXY INTO PLATE w/ 2pcs /e 4x6 THREADED , , NEW OPENING IN THE
STUD DRILLED AND EPDXIED INTO I I EXISTING MASONRY VERTICAL REINFORCEMENT WITH CONCRETE GROUT. PROVIDE —�
THE EXISTING CONCRETE SLAB. THE EXISTING CONCRETE SLAB. WALL �A60VE• STANDARD #9 GAUGE TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT Q
+- 0 16" OC VERTICALLY IN ALL WALLS. (n
4 5. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER LI J Z
4 CS`E C TI 0 N MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING
CONSTRUCTION. 0
x x xS-2 SCALE: 3/4" = 1'- 6. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
0
----------
SEE ARCHITECTURA; MECHANICAL, ELECTRICAL AND PLUMBING Q
T T
DRAWINGS' E EN -*3F: �,l-ETC. WHIG ARE NOT
i
EXISTING CONCRETE ` �' SHOWN STRUCTURAL DRAWINGS. Q
EXISTING INTERIOR E G
. tR._ O
FOUNDATION XIS71N 7. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE
CONCRETE FOUNDATION z
RESPONSI 3LE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, (n
PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THEZ
CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR Z W o
THE FAIL RE OF ANY OF THEM TO CONSTRUCT THE WORK IN O w
ACCORDANCE WITH THE CONTRACT DOCUMENTS. Z O
----------- F U w Q =
W U
DESIGN WIND PRESSURES FOR NEW WINDOW(PSF) (n ¢ m
MODIFIED EXTERIOR WALL FRANKING (END ZONE = 7'-0") Kd = 1.0 z m
W �
AREA 10sf 20sf 30sf 40sf z Q o a
S E C TI 0 N PoslTlves SUCTION POSI vE SUCTION POSITIVE SUCTION POSITIVE SUCTION O N
�- cn
S-2 SCALE: 3/4" = 1'-0" INTERIOR +44.1 -47.9 + .1 -45.9 +41.0 _44.7 +40.2 -43.9 w
ENDZONE +44.1 -59.1 +4 .1 +41.0 - +40.2 Q
, .
U
THE DfESIGN OF THE F STENING OF THE WINDOWS TO THE WALL
FRAMING/8JUCKS IS THE R PONSIBILITY OF THE WINDOW MANUFACTURER
AND SHALL -MEET T E WINDOW DESIGN WIND PRESSURES. Q 0
ALL BASE PLATES SHALL 0
BE FABRICATED FROM U
V/2" PLATE 0
TS6"x3"x'/4" TUBE "/16"O HOLES —j
STEEL COLUMN (TYPICAL) Q
ABOVE
s�
N
1" 8" 1"
10"
"BP—l " DRAWN
CCK
CHECKED
STEEL BASE PLATE AT TS6"x ' "
CCK
TUBE STEEL COLUMNS
01/3172011
2011
SCALE
2 DETAIL 1/4" = 1._O..
JOB NO.
S-2 SCALE: 1 1/2" = 1'-0"
E11-002
SHEET
SHEET 2 OF 2