369 PLAZA - EXTERIOR REPAIR DRAWINGS002 SYMBOLS LEGEND
INTERIOR BEARING WALL
DESGHATES SLAG RECESS
-- DESIGNATES FOORNG UNE
DESGNATES SAWODT UNE Lou Pont Ig and
Associates.Inc.
DESIGNAI£5 THE NUMBER OF PLYS of
(2)2x8-1/2 HEADESTUDSRNEEDEDE FORZHEADER OPENINC
NG. 420 Osceola AVeO.e
lax.Beach.Florida 32250
USS,
-- BEAM OR TRSEE PLAN Ph.242-0908 Fax.241-9557
FL:CAN 8344 SC CAN 3579
GENERAL NOTES
1.SEE DETAIL 2/520 FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
SIZES AND SPACING.AT GIRDERS AND BEAMS,
PROVIDE STUDS BELOW TO MATCH BEAN IROER
PLIES.
2.SEE SHEET SMO FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS.
3.WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES(BEAMS,HEADER,AND STUDS)FASTEN PLIES
TOGETHER PER DETAIL 4/520
EXISTING EXISTING-- —— EXISTING POST EXISTING BEAM 24�oALL SOLE PLATE ANCHORS PER DETAIL
FOUNDATION FOUNDATION TO REMAIN rTO REMAIN
AS IS' (TYP) / 'AS-IS' (TYP) Luis A.Pontigo.PE
— ---
—————————— I ___ ____ FASTEN NEW WALL TO 52.0 RE 10145 DATE
5 F EXISTING SOLID WOOD w/'
52-D I SDWC15600 ®16" O.C.
I
I
I
r----------J II
I I I FIELD ALTERATION
I I I INFILL CONC.
II PER 6/S2.0 52.o WALL TO BE REMOVED MAxF.IG �
SAWCUT I (TYP) CONTRACTOR TO MODPr.1,oNswT.wNw.�AR.
- �1HE.nENr of THE oaxwA�
I.. INFILL WALL I VERIFY NON-LOAD BEARING eo^DAL �'� �
PROVIDE SAW CUTS PER PER 7/52.0 �
(I
7/S2.0, BUILDER TO �
B I P I COORDINATE WITH FINISH -
�. FLOOR MATERIAL. FASTEN NEW WALL TO --
52.0 — I EXISTING SOLID WOOD w/
SDWC15600 0 16" O.C. U
)
- J
LL
Q =
OU
L11
Q CO
CONTRACTOR CONTRACTOR
VERIFY MIN VERIFY MIN Q `/
(2)2x12 (2)2x12 CONTRACTOR Ji
HEADER & HEADER & VERIFY MIN
(2)INTERMEDIATE (2)INTERMEDIATE (3)2xl2
JACK STUDS ® JACK STUDS ® /// HEADER
MULL MULLS Q
EXISTING �... n J
I FOUNDATION w w W
CONTRACTORm m m
VERIFY MIN. I o ' 0 '
I 24"x12" DEEP z z
FOOTING ~ ~
N N
(� (4-PLACES) J w w
L——————f..2————_�Z——————- EXISTING BEAM EXISTING BEAM EXISTING BEAM Is
® �EXISTIINNG BEAM EXISTING POST
TO REMAIN TO REMAIN
'AS-IS' (TYP) 'AS-IS' (TYP)
FOUNDATION
OFFICE COPY PLAN 8 FIRST
FIRST LEVEL WALL FRAMING PLAN a LEVEL WALL
FOUNDATION PLAN SCALE: 1/4"_1'_D" FRAMING
SCALE: 1/4':1'-0' FRAMING NOTES:
1. FOR TYPICAL WALL FRAMING,SEE DETAIL 2/S2.0 PLAN
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS PIAN NAME
HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF RESIDENCE
DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DESIGNIDRAWN,CHECKED
STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY Cs MN LAP
VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR DATE
SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING 35.26.17
BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR SCALE
DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR As NOTED
ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No.
DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING UNI,-17-00526
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY CONTROL N.
BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SHEET
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. C1.0
SHEET 2 DF 4
.,, TYPICAL HEADER NAILING � ��
0.131X3" TOE NAILS TYPjQAL DOUBLE TDP_ "
EXISTING ROOF FRAMING EXISTING SHEATHING TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS
PLATE SPLICE
TO REMAIN "AS IS" 2x10, 2x12 = (7) NAILS '-0" MIN. SPLICE LENGTHTYPICAL TOP PLATE NAILING:
0.13123" END NAILS: 9" LVL, 11" LVL = (7) NAILS / (16) 0.131x3" NAILS
(2) ®2x4, 14" LVL, 16" L ( )VL 9 NAILS VENLY SPACED FASTEN ALL TOP PLATES
(3) 0 2x6, — TOGETHER w/(3) ROWS AT TWO STORY CONDITIONS, PROVIDE SOLID Lou Pontigo and
p (4) 0 228. SYP 2 OF .131x3 ®12" O.C. STAGGERED. BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER Associates Inc.
yi N LEVEL POSTS & JACK STUDS
SYP#2 DBL. HEADER, 420 OsceolaAvenue
FULL HEIGHT ANCHOR \4'-11 .iN.6"MAX. TOP PLATE PER PLANlax.Beach. Fax.32250
41-95
EITHER SIDE OF PLATE —� Ph.242-0908 Pax 241-9557
HEIGHT CHANGE FL:CA 08344 SC CA83579
Zx_BLOCKING ONLYRAISED BUILDER MAY CHOOSE EITHER THE DROPPED
EXISTING BEAM BLOCKING AT ALL REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: HEADER CONDITION OR RAISED HEADER CONDITION
SHEATHING JOINTS:
2z SPF DIACONAL BLOCKING
224 FLAT WISE. FASTEN EACH SIMPSON H2.5T OR FASTENED w/3-0.131"x3"
SDWC15600 0 6" O.C. END WITH 2-10d TOENAILS. LSTA12 STRAP FOLDED DROPPED EA. END TYPICAL.
OVER TOP PLATE HEADER SHEATHING MAY EXTEND 2"
2x6 SPF#2 0 16" O.C. I --_ PAST BLOCKING— WINDOW
WALL =___-___- KRCHED ATTACHMENTS MUST
ANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
FASTEN LOWER STUD PTIONFULL HEIGHT PER PLANSTO TALLER STUD w/ E RIGHT ANCHOR, SEE
2—ROWS OF 10d COMS PLAN FOR SIZE JACK AND
�6" OSB WALL SHEATHING. ®12" O.C. AND LOCATION KING STUDS, SOLE PLATE ANCHOR SCHEDULE
SEE PLAN THREADED EXT. WALL SHEARWALLS Luis A.Ponti PE
FASTEN TO STUDS w/8d CO TYPICAL SOLE WASHER EMBEDMENT EDGE 30.
0 6" O.C. (TYP.) WINDOW SILL ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE FL PEx53311
40" 16" 2x2x
8 '
0.131x3" TOE NAILS: SOLE PLATE ANCHOR: 3/8 /e 3'/z" 1 3/4-
3) : WINDOW SILL '/x"O x 6" LG (MIN 1/2 48" 24" 2x2x'/e" 3' " 13/4- IS DATE
#3 CONT. (4) ®2x6, /z3}"EMBED.) MASA 48" 24" N/A N/A N/A
SOLE PLATE ANCHOR SEE (5) ®2x8. THREADED ROD
SCHEDULE ON 2/S2.0 ANCHOR DRILLED &
CONCRETE SLAB ON GRADE w/ PT. SYP#2 EPDXY w/2"O x
PLATE WASHER,
b"
1.5 LBS/CU.YD OF FIBERMES #3x6" w/ 4" HOOK SOLE PLATE
OVER CONCRETE BONDING AGENT EPDXIED 4" ®32" O.C. SEE SCHEDULE BELOW
6d I
//--EXISTING FOUNDATION FOUNDATION SEE PLAN FIELD ALit=RRAiroN
WALL FRAMING AT WALL FRAMING AT MAx. MIN. LL FRAMING AT
PLATE BREAK
PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE DROPPED HEADER CONDITION ro
�1TYP. WALL SECTIONS
r1 SECTION S2,p SCALE: 3/4 = l'—O"
52.0
(4) ROWS 12d (3) ROWS 12d
AT 1 I O.C. AT 12" O.C. O
BOUNDARY OF RATED SHEATHING, v
SHEATHING SEE GENERAL NOTES
L
IDE. EASIDE.2__PLr O V
EXAMPLE OF PANEL '--
EDGE w/BLOCKING 0 Q
WHERE REQUIRED , LESS THAN 14" BEAM 10d 0 4" O.C. (2)2x_SYP#2 P.T TOP PLATE
BY GENERAL NOTES
_ FASTEN TO EA. FLOOR TRUSS
NAIL SPACING AT (3)ROWS OF 63'4" (3)ROWS OF 5" NAIL EACH 2x6 WALL STUD w/(2)Ya'x5" SDS w
.-. . TRUSSLOK AT TOP AND BOTTOM PLATE
TRUSSLOK w 3-0.13123" GUN NAILS co
SUPPORTED EDGES, ENGINEERED WOOD ENGINEERED WOOD / _ N
GENERAL NOTES _ FASTENERS 0 24"o.c FASTENERS 0 24"o.c STUDSP0 16" O.C. / '
EXAMPLE OF UNSUPPORTED - N 2x4 MEMBERS: AS SHOWN AS SHOWN v
(UNBLOCKED) PANEL EDGE (1) ROW OF tOd
(TYPICAL)-------. NAILS 0 4" O.C. PLY WALL SEESHEH x6" 48"TITEN1
3 PLY THING.—), HD ®48" O.C. J
- - 2x6 MEMBERS: Z
NAILING TO - - (2) ROW OF 10d 14" LVL AND GREATER 3x6" w/ 4" HOOK INFILL CONC. TO MATCH rn
INTERMEDIATE SUPPORT NAILS 0 4" O.C. NOTES: # F.F.E. V
STAGGERED 1. TYP. CONNECTION AT STUD COLUMNS, EPDXIED 4" 0 32" O.C. v
IS 6"o.c MAX. (UON STUDS, R F JACK—TO—KING ASSEMBLIES, CORNER POST, ETC.
TRUSSES, R Qx4 OR 2x6 POST EXISTING SLAB
FLOOR JOI TS 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY ON GRADE
IN ADDITION TO (2) PLYS TO REMAIN CONCRETE SLAB ON GRADE w/ 1.5 Q
BS/CU.YD OF FIBERMESH OVER
CONCRETE BONDING AGENT
3 SHEATHING NAILING DETAIL [4]BUILT- UP MEMBER FASTENING [s� SECTION
S2.0 SCALE: 3/4" = 1'-0" gp.p SCALE: 3/4" = 1'-0" 52.0 SCALE: 3/4" = V-0"
TYPICAL
WOOD
EXISTING NEW CONCRETE SLAB ON GRADE w/1.5 F�A',EC
r-LBS/CU.YD OF FIBERMESH OVER FRAME
CONCRETE BONDING AGENT 3/4" DEEP SAWCUT w/ DETAILS
ELASTOMERIC SEALANT SLAB ON GRADE,
SEE PLAN
#3x6" w/ 4" HOOK NOTES:
EPDXIED 4" @ 32" O.C. 1) PROVIDE SAWCUTS TO CREATE PLANNA E
APPROXIMATE 12' X 12' MAX. SQ. RESIDENCE
DESIG WDMW NKNECKED
2) SAWCUT CONIC. CS Mx LAP. SLAB WITHIN 4 DATE
TO 12 HOURS OF CONC.
PLACEMENT. 05.26.17
SULE
AS NOTED
s TOPPING SLAB AT EXISTING SLAB SAWCUT DETAIL LPA N..
S2.0 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S2.0 SCALE: 3/4" = 1'-0" ♦\��'�� OCONTROL N..
■V■ COP / CONT—TNo.
�I/ S^/HEFT
S2"0
SHEET 4 OF 4