Plans 1731 Beach Ave 2011 beams (vault) EXISTING-6 2Lx6 0 12"o.c- - - - - - - - 21 - - - 7NI
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Lou Ponti
NEW 4x6 SYP 2 POST Associate.
# 4 14111 NOV 1.
7
20E
FIT TIGHTLY BENEATH 1
51.0 420 Osceola
L BRACKET. FASTEN TO EXISTING FOOTING eY
STEEL ax. beach Flor
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TO REMAIN
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EXISTING WALL w 5 8 Ph 242-0908 F.
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VERTICALLY I
BOLTS ®12 o.c III
AND EPDXY ANCHORED w/ III CONTACT US WITH YO
5 EMBEDMENT i I `411 ,
COMMENTS @
EXISTING DOUBLE ( EXIS I G ( 2x8
WYTHE BRICK - - - - - -
WALL (TYP.) - - - - - - _ - EEOA
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NEW (4)PLY 11 Y4 DEEP LVL BEAM
w/(2) %" x 10 DEEP x 12'-0" LONG �o:.TrATE
411 STEEL FLITCH PLATES. FASTEN w/ %"0A44- �FSJ;�nROD
CARRIAGE BOLTS ®12 o.c STAGGERED `''f,. 7. `
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w/(3) BOLTS EACH END - SEE
DETAILS & 3 S1.0
_ XIS I G 2x8
R / REVISIONS
EXISTING SLAB
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CONTRACTOR SHALL
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PONIIGO 6 ASSCICIA'
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MAKING ANY STRVC
'EXIS I G 2X8
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FROM THE OF OF
CONSTRUCTIDN DOC
FIELD ALTERNATgNS I
BEING APPROVED BY
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AYAL ENGIP
INSPECTION
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EXISTING WOOD
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low" s. - NEW 46 SYP#2 NEW 4x6 7
51.0 z
ws� a .1wa� SYP#2 POST
EXISING PLAN NOTE:
FOUNDATION PLAN EXISTING STRUCTURES ARE SIHOWN FRAMING PLAN ' "'
SCALE: 1/2" = t'-0" VERIFY ALL EXISTING/NEW ELJ�EVATIONS'
THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE
FOUNDATION NQTFS• '
1. THIS FOUNDAT110N PLAN ONLY CONVEYS STRUCTURAL BEGINNING NEW CONSTRUCTICIN OF ANY INTERFERENCES AND/OR
NEW 4x6 SYP#2 INFO. RELATED T11 THE FOUNDATION. FOR GENERAL DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS DESIGN GENERAL NOTES W
POST FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL DESIGNSPECIFICATIONS: 1
,
TEMPORARY SUPPORTS AND OTHER SUCH ES
EXISTING WOOD STEP HEIGHTS, ETC., SEE ARCH. PLAN. ARCHITECTURAL TEMPORARY BRACING SURE NkG � Q
FRAMED SIMPSON LTT20B PLAN SHOWN HERE IN FOR REFERENCE ONLY. ITEMS OR OTHER MEASURES (NECESSARY TO PROTECT THE STRUCTURE DESIGN CODE: 2007 FLA. BUILDING CODE �/ NAND LOADING E ASCE 7/05
FRAMUj
CENTED
WALL w/%"0 BOLT, DRILL, AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND 2009 SUPPLEMENTS EXPOSURE B
STRUCTU E TYPE - ENCLOSED � I M
SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE W
AND EPDXY ANCHOR 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL WIND VE OCITY = 120 mph v1 � Li.l
w/8" EMBED BUILDING CODES. CONTRACTOR. Ua�o \
COMPONENTS & C ADDING DESIGN PRESSURES � Ln
EXISTING SLAB- 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO TRIBUTARY IN RIOR EDGE STRIP (PSF): � M
TO REMAIN A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH AREA (0) ZON (PSF) D' = 4'-6" q o ¢
ASTM D 1557. 10 +37. 1 -40.5 +37.3 -50.0 A yq O
50 +33. -36.6 +33.4 -42.2 O o
<�•;: a 100 +31. -34.9 +31.8 -38.8 C
• COMPONENT & CLADDING; WALL ELEMENTS SHALL BE DESIG ED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
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" LINEAR INTERPOLATION I$ PERMISSIBLE. A a
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• PLUS = PRESSURE AND WINUS = SUCTION. A
+� .•� 440 -
� • NEW CONC. LL
FOOTING • THE DISTANCE 'D' FROM Q)UTSIDE CORNERS OF BUILDINGS BE DESIGNED FOR EDGE STRIP PRESSURES.w/3-#4 EACH WAY " DESIGN OF WINDOWS/DOOfRS FASTENING TO THE WALL FRAN NG IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHA
2'-0" BOTTOM MEET THE ABOVE NOTED (POSITIVE AND NEGATIVE PRESSURIS.
ECASTMATERIAL SPECIFICATIONS:
DETAIL I, -
S1.0 SC LE: 1"=1'-0"
-IN-PLACE CONCRETE: SHALL HAVE /A COMPRESSIVE STRENGTH OF 2510 PSI AT 28 DAYS
GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHA L HAVE A MAX. COURSE AGGREGATE SIZE OF PLACED AT AN B" TO 11" SLUMP ANID HAVE A
EXISTI14G 1x EXISTING WOOD MIN. SPECIFIED COMPRESSIVE STRENGTH OFF 2000 PSI AT 28 DAYS WHEN TE3TED IN ACCORDANCE WITH ASTM C 1019. /
REINFORCING STEEL: SHALL BE ASTM A61% GRADE 60. FOUND)
DECKING FRAMED WALL EXISTING 1x EXISTING 2x6 ANCHOR BOLTS & THREADED ROD: SHALL, IN ACCORDANCE WITH ASTM 307 OR ASTM F 1554 GRADE 36. COPY
G EXISTING 2x6 DECKING ®12"o.c JOISTS WASHERS: SHALL BE IN ACCORDANCE WITh4 ASTM A500 (GRADE B). FILE ! I
EXISTII� V n
,� � NUTS: SHALL. BE IN ACCORDANCE WITH A$TI,1 A 563 GRADE A HEX. PLAT
2 2x8 ®12 o.c JOISTS
( ) METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXT IRIOR SHALL BE GALVANIZED.
T Fl
s _ _ _- RETROFIT REBAR/ROD INSTALLATION: EMBCFDMENT OF RODS OR REBAR DO S SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAIR SIX AN FIRST
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NEW (44)PLY 11 1/4" DEEP LVL EPDXY.SIMPSON SET EPDXY.Va* GER THAN THREADEDROD SIZE. ( ,O,N,) FRAM
BEAM w/(2) 3/8" x 10" DEEP X REINFORCING STEEL: SHALL BE ASTM A61%, GRADE 60. PLAN N /
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STRUCTURAL STEEL: SHALL BE ASTM A36;
x 12'--0" LONG STEEL GRADE 36 L.f
FLITCHI PLATES CONSTRUCTION SPECIFICATIONS: DETA
REINFORCED CONCRETE: DESIGN PER ACI X18 LATEST EDITION, t'c = 2500 I. ALL REQUIRES COMPRESSIVE STRENGTHS (UNLESS OTHERWISE NOTED ON PLAN)
° I ° l Cb NOT SCALE DIME(
0 I MEANS AND METHODS: THE STRUCT. ENG( CONSTRUCTION
THESE DRAW NGS.IFA
o I o SEQUENCES; FOR THE ACTS OR OMISSIONNEER SHALL NOT HAVE CONTROL BE RESPONSIBLE FOR CON_ STRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES,. OR ,nRci auRA�.LD�R
o I - WORK IN ACCORDANCE WITH THE CONTRA% OF THE CONTRACTOR OR ANY O ER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO WNSTRUCT THE CONTACT THE
o I 0 I� EXISTING (2)2x8 E ISTING DOUBLET DOCUMENTS.
CK FOOTING AND FOUNDATIONS: r LAN n
12 c EXISTING WALL (TY .) FOOTINGS AND FOUND. SHALL BE IN ACCOIRDANCE WITH LOCAL BUILDING CODES. FOOTINGS HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAX) OF 2000 P§F• A SOILS PARISH REST
DOUBLE WYTHE J �! o INVESTIGATION REPORT IS RECOMMENDED
STAGG RE �' TfO VERIFY SUITABLE SUBSURFACE ONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL THE DESIGN/DRAWN
BRICK WALL -� 4: ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL ND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A+ MIN. OF 95% CS KJL
NEW (,4)PLY 11 1 DEEP LVL BEAM w/(2) (TYP.) �` a. Y4" STEEL BRACKET MODIFIED PROCTOR IN ACCORDANCE WITH SHALL.
D 1557. DAT
3/8" % 10" DEEP 12'-0" LONG STEEL N W 46 SYP #2 POST 11-15-
FLITCI-II PLATES - ! ENTERED ON BEAM SPAN FIT TIGHT Y BENEATH FOUNDATION PLAN ONLY CONVEYS STRUCThJRAL INFORMATION. FOR GENERA FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL- PLANS.DO
STEEL BR CKET. FASTEN NOT SCALE FOOTING DIMENSIONS AND LOQ'ATION FROM THE FOUNDATION PL SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARICHITECTURAL SCAL
° WALL S PLAN OR FRAMING PLAN, BUT BY DIMENSt(dNS PROVIDED ON FOUNDATION P N. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGIINEER OF AS NOT
M OR
Y BENEATH RECORD (EOR) TRUSS
6 S 2 OST FIT TIGHTLY I
NEW 41X # +
STEEL BRACKET. , STEN TO EXISTING WALL 5 8 BOLTS ®12 o.c
" BO TS 2"o.c VERTICALLY, V RTICALLY, AND EPDXY UNLESS OTHERWISE NOTED ON DRAWINGS, (MINIMUM CONCRETE COVER FOR R INFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. PROVIDE
w/ 5/4 -TS
AND EPDXY" B RED w/5" EMBEDMENT ANCHORED w/5" CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EAM, ELEMENT, LPA n
EMBEDMENT SPLICES IN REINFORCING, WHERE PERMITTRD SHALL BE 48 BAR DIAMETERS SPAR-11-i
SHEE
WOOD FRAMING SPECIFICATIONS: ;
@2.0� D TAIL 3 DETAIL 4 DETAIL ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,`CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED
PRESERVATIVE
SC LE: 1"=1'-0" S1.0 SCALE: N.T.S S1.0 SCALE: 1"=1'-0" SHALLSBEIUM HOT DIP EDWITH BORATE (GALVANIZED.MF ASA PRESERVATIVE IS USED, ALL ATT CH� EDCASTENERS SHALL BEOR NON-DOTA TE STAINLESS STEEL.
�EATMENT IS USED, ALL ATTACHEd FASTENERS SIA
SHEET 1