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THE CURRENT PUBLIC
M'OR-TLE I N PLAT BOOK 18, PAGE 34 OF
kj REECORDS OF DUVAL COUNTY, FLORIDA.
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THIS DOCUMENT ISAN
STRUCTURAL GENERAL NOTES ENGINF:ER'S 5ER\/Ic5
FOR OTPER5 FOR CON-
STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT
C012E STUCCO CORNE 4" CONIC 51._415 W1 roXroXI01I0 WLLF AS TITLED BELOUJ.
STOP LAT14 AND 51EAD III BELOW OVER 6 MIL VAPOR BARRIER OVER INFORMATION DERIVEED
2001 FLORIDA 15UILDING CODE (FBC,) 4" CONIC SLAe W1 roXroXI0110 WWF SLOPE 3/411 X 12 11 STUCCO CORNER SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLOO CLEAN, WELL COMPACTED, TREATED FILL FROM TPIS INSTRUMENT
OVER ro MII_ VAPOR BARRIER OVER AT GARAGE DOOR 5EAD Ill BELOW 4" CONIC 5LA5 W1 roXroXI0110 WWF MAY BE USED CAN NOT 5E USED FOR
CLEAN, WELL COMPACTED, TREATED FILL EXP. JOINT -r�---------------
ASCE 1-<3a FINISHED FLOOR-\ F OVER & MIL VAPOR BARRIER OVER AS BRICK LEOG OTPER WOJ;;K6 UNLESS
il2i13-I NDS CLEAN, UJIfl-L COMPACTED, TREATED FILL AUTHOPIZED 5Y THE
VARIE5 SLOPE GRAD
(1)04 REBAR CONT. 6 HEADER COURSE
SLOPE ENGINEER WITHOUT
411 CONC, SLAB, LU/ roXroXI0110 WWF DIMENSION$ ARE J INFRINGEMENT OF LEGAL
OVER ro MIL VAPOR BARRIER OVER GRADE N. DISTANCES
QgNEIRAL,- CLEAN, WELL COMPACTED, TREATED FILL L A 4
A-Deslen is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. F_ DIMENSIONS ARE
=11 ls� I Effli 11 1 STOR ,
7 77 7.L 77 GLIHAN COMPACTED 2 STORY IMIN DISTANCES
115-Do not scale. Use dimensions From the architectural plan. Notify engineer immediately if discrepancies are found between plans- -V
SAND FILL
I STORY W1 2 OR LESS COURSES,
G,AII details shall be in accordance with instructions from manufacturer or designer. .00 .1-
......................... FOUR STEMWALL SOLID OR USE 10"x20" FTNG
2)04 CONT. - I-6TORY
0_All temporary shoring shall be the responsibility of the contractor. fit, . 0
(2,,)S OR (3)04 CONT.- 2-STORY POR BARRIE
(TYP. VERTICAL REINFORCEMENT). 04 DOWELS 2
0 r_OI;;111ER9 I 46"c/c THEREAFTER - SEND
FOUN12 T1QL4-, ALL DOWELS 0 TOP 4 BOTTOM,EMBED
MIMMUM 6" INTO FOOTING /12" INTO SLAB 3
TORY .(1)04 CC qT. W/ EBRICK
A,This clesign has been completed in accordance with pertinent standards, recommended design soil parameters, and accepted 121 (GROUT ALI- CELLS W1 REINFORCEMENT)
I C. —1111—111i — I STORY FOOTING$IZE MAX. STEMWALL 14EIGHT: (5) 4
2 5TORY)
engineering design procedures, and is based on the best Information available at the time of completion. The design is interided W10 BRICK 12"WIDE W/(2)04 CONT, all COURSES WALLS > (50 all I FOOTINGSIZE
to minimize differential movement resulting From the heaving of expansive soil or -settling of subsurface soils. It must be recognized W1 BRICK 20" WIDE(INCLUDING LEDGE)UP(3)04 COURSES HIGH REQUIRE WIC BRICK 16"x8l'W/(2)64 CONT.
that Foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to 2 STORY ADDITIONAL ANALY515 4 W/BRICK 20"x8" W/(3)04 OR(2)05 CONT.
TURNE F-D DOWN EDGE W10 BRICK troll WIDE W/(3)04 OR(2,0"S CONT. RE INFORCEMENT. 2 STORY
maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and W1 BRICK 24"WIDE(INCLUDING LEDGE)W/(4)04 OR(3)05 W10 BRICK 20"xlO"W/(3)04 OR(2)05 CONT.
finish work. above the floor -slabs, etc. 10 5EARING STEP DOWN W/BRICK 24"xIO" 1111(4)'14 OR(3,05 CONT.
15,Design has been based on a non-explarisive soil with an allowable soil bearing capacity of 2~pef. Active EFP= 30 pr-f (level backslope). TYPICAL FOUNDATION DETAIL I TYPICAL FOUNDATION [DETAIL
C,Backf Ill adjacent to foundation walls shall not be placed until the walls -have suFflclent strength and have been anchored to the Floor
system above or adequatel� braced to prevent damage to the wall,
0.Refer to the Geotechilcal Engineer's report For all soil requirements For this site,
E All foundation pads shall 1�>e Formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL CONNECTION.
F,The location of Foundation jogs, steps and top of wall elevations and connections are critica I to foundation performance. These items 4" CONC SLAB W/ &X6XIO/10 WLUF �7 1/2
are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation OVER ro MIL VAPOR BARRIER OVER I/ - MAX. 2 COURSES SEE 5TI FOR VERTICAL
CLEAN, WELL COMPACTED, TERMITE 411 CONC SLAB W1 &XroXI0110 WWF 5 1/2" WIDE CONC. SILL TOP AT MAIN A50VE SLAB LEVEL. E lank
WALL- CONNECTION.
TREATED FILL CLEAN, WELL COMPACTED, TREATE FILL STOP LAT SLAB LEVEL. TOP TO GARAGE FLOOR (1)04 CONT, IN SOLID GROUTED
configuration unless stated speciflcall� on the drawings. OVER ro MIL VAPOR BARRIER OVER STUCCO CORNER VARIES!: MAX 5 1/2" (HEIGHTS EXCEEDING La u 1 d 5
P AND i r
U-BLOCK COURSE
BEAD I" BELOW WIDTH REQ ADDITIONAL ANALYSIS)
CONCRETE-,. . .. - , .. : - �A
VARIES F-IN1514ED FLOOR-\\ TYPICAL SLAB
CONC SLAB W1 bxrox,10110 WUF FirstSource
A,Detail reinforcement in accordance with ACI 315-50 (Revised le;a8t), Detailing Manual. Minimum concrete cover for reinforcement ER & MIL 'VAPOR BARRIER OVER
Ov
TYP. VERT. OfJacksonville
shall be as follclws� 1.17 T,1-1 7 CL I LI_ COMPACTED, TREATED FILL
MIL VAPOR BARRIER RE INF. DesignCenter,Inc.
1) Concrete cast against earth 3" SLOPE
.................
Rl I I I GRADE
2) Formed concrete exposed to earth or Weather 1-1/2"
YFICAL FOOTING 65E I/ST2 FOR
3) Interior slabs, walls 3/4" CLEAN COMPACTED 550 Roosevelt 51va
It .... SIZIE/REINFORCIEMENT
SAND FILL
0,Minimum compressive design strength of concrete used For foundations and slabs shall be 2bW pot 26 days, I I F-
Jacksonville, Florida
C.ReTnforcirfQ steel shall conform to ASTM A66, grade 40.
32244
0,Longitudinal reinforcing in walls and footings -shall be continuous at corners and intersections. Matching corner bars shall be used. I I I PEI I I I I Pi I I I I I
Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20".
TYPICAL FOUNDATION Tel IZ04,112-6100
E,All concrete operations, including but not I'lmited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing,
Fax W4311-2835
and testing shall be -dome in accordance with the requirements and application of ACI 301-64 (Or7), "Spec!f Ica tioris for Structural Concrete". 5TEF::> DOWN- IMENSION6 AR
NON-LOAD 5EARING TURNED DOWN EDGE PIN. 015TANCES
A,Framing lumber shall be as follows or better: 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE
2 x Raftersl5eamslJoists 112 SYP IS96 M.C.
I-Joists Provided by Tru5Joist, or equivalent. 411 CONC SLAB W/ &XroXI01I0 WLLF
Engineered Beams Provided by Tru6Jolst, or equivalent. OVER (o MII._ VAPOR BARRIER OVER
Plates 112 SYP 11Y16 M.C.
CLEAN, WELL COMPACTED, TERMITE �IEADER 5LOCK OR OVERLAP SLAB RECESS SLAB 3/411 FOR
Studs 1*2 SFF IS% M.C. - Typical - Unless Noted Otherwise TREATED FILL 2 FORMED 4 CAST 0 THRESHOLD -
Stud Grade SPF IS% M.C. (2x4 up to V-1 1/6", one story residence only except partially enclosed structures) STEP DOUN DEPTH z STUD 411/4" (FROM
8,All rails shall be type "C4wvnm1 unless noted otherwise. Options to using common nails are as Follows: OUTSIDE FACE OF BLOCK)
12d=I0d=0.I3I"x3" Gun Nails RECESS SLAB 3/411 FORr'GD
6
"/12"O/c becomes VARIES 4" CONC SLAB W1 &XroXI01I0 UALF
OdcO.012l'b"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3, 1.5. 0 r
It It �t - OVER (o MIL VAPOR BARRIER OVER
A
.01B,3121 x2 1/4 m 4111611olc.)
TYP, SLA5 CLEAN, WELL COMPACTED, TREATED FILL fill TYP. SLAB
C-0-ere not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASC5 I-SO,
andlor 112IS-1 NOS
T.
referenced above. All sheathing must be nailed or screwed 4 adhesives SPALL NOT be used in place of nailing. CLEAN COMP,4CTED
0-Metal connectors to be provided by SIMPSON- Alternate connectors wl equivalent or higher allowable loads may be used in lieu of YPICAL FOOTING FICAL R TING - SEE I/ST2 FOR
I --- -I SIZE/REINFORCEMEN
SAND FILL
sper-1 Fled-components. NT. - I-5TORY SEE 1/6T2
o" O.S.B. with ad a r
o" o.c. along panel edc in field (6" with partially enclosed
structures), except as noted on Structural plan. 2-STORY
P-5rigirsered comporiets (trusses, [-joist, etc.) shall los installed per manufacturers specifications 4 directics. I STORYY TYPICAL FOUNDAT'ION
E,41-1, exterior walls to be sheathed with min. 1/1( 12" o.r 11 — 2)S OR (3)#4 CONT.FOR =-d I I I= FOR SIZE/
1611-
0.
G-All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per PIEB-Sl spaced not more than I& feet ct.ic. and 2011
p4 EEA I I
not more than 4' From end of continuous lateral brace. 2 5TO y) 1111- —fill
ST99LIV INTERIOR 5EARING
A,Detail, fabricate, and erect steel according to Al6r, 12 STEMWALL 6TEF> DOWN FOUND, AT 5,G,D, FOUND. AT 5,G,D,
"Specification for the Design, Fabrication, and Erection of Structural Steel Buildings", eth edition, —A
0,5tructurat steel shall be: z
Except as below 45TM A36
Pipe A5TM A53, T�pe E or 5,Gr, 5 411 CONC SLAB W/ &XroXIO110 WU.F POLE) POP, 5LK-
Tube A5TM A500 OVER (o MIL VAPOR BARRIER OVER
MARBL E S I L L TO OUTSIDE
C,All bolts shall be A301 unless noted otherwise. CLEAN, WELL COMPACTED, TERMITE
TREATED FILL
CX All welding shall be by a certified welder. 511 MAY VARY TYP. SLAB
TILE PAND TOOL ALL CONTROL JOINT
MASONIRY-z (SEEE FOUNDATION TOOL Ill DEEP WHILE CONCRETE 4 CONC SLAB W1 (oX&XI01I0 WWF
PLAN) 15 LUORKA15LE OVER (o MIL VAPOR BARRIER OVER Cl >
A,Concrete block shall have a minimum compressive strength, F'm of IDW pot. Masonry shall be laid up Using t�pe 6 mortar only. CLEAN, WVLL COMPACTED, TREATED FILL
ath of 3~p*E -------
Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strem( z
13,All concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendations oF tile N>
_7t
ACI Manual of Standard Practice.
C-Lap all vertical reinforcing a minimum of 20". TYPICAL FOOTING 5EE I/ST2
0-Provide ho-rizontal joint reinforcing at fro" o.c. vertically. Reinforcing wire shall conform to ASTM Aa2 and ASTM A161 TYP5 304. IZE/REINFORCEMENT
EFE [HE
TYPICAL FOUNDATION
MIN,
5UNKEN �5HOWER DETAIL CONTROL JOINT I I P 1 91
FOUND, AT DOOR SILL FOUND, AT DOOR 5ILL
DRAWN eAM,RW
CHECKED LAf=
STANDARD FOUNDATION DETAILS SCALE NOTED
DATrz 1/11/02
Ill AIR SPACE J05 NO. STANDARD
(1/*4 x 2'-0" OVER TRUSS DETAILS
,FLASHING MUST PA,55 THROUGH VxS" CHASE IN
X -7
5RICK VENEER,$ A LEVEL BELOW F1 ? CONC. BLOCK STEM
EXTEND FLASPING 551-OLUSHOE FI-ATE - SLOPE WALL.
_LS HAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GRADE I T.
EXTERIOR WAI
SkEATPIN6 FLUSH WITH THE FOUNDATION. (l*OLY)FLASHING
FoundatTorl Note AROUND PIPE A
PULL ALL INTERIOR WALL DIMENSION$ GROUT SOLID
FROM OUTER EDGE SLAB. WEEP HOLES 4611 01C Cl._5AN COMPACTED AROUND PIPE F1 -
Wood vert 'ical con5truction SAND FILL
3/4" (NOM.) STUCCO OVER LATH 4 PAPER
a" MIN. - DEEPEN
116 TYPICAL FOOTING - SEE I/ST2
shown atop Foundation 114 AF BETW5EN SHEATHING 4 CONCR5Tr= FOOTING w CHASE TYPICAL FOUNDATION
LOCATION AS REQ'D TO FOR -SIZE/RE INFORCEMEN r
< M TA,1F
PROVIDE PROPER
77-777-
5 For c la r 1 t�. wood/ ��TUCCO STOP GRADE FOOTING DEPTH.
0 x\1
C-M U Ic: F or other etructura I I F LIGHT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEEN BRI UTILITY CHASE UTILITY CHASE
I #\\\\�,V
BLOCK VOIDS AND/OR WONEYCOMB5 VENEER 4 FOUNDATION i"1011h,
ver ti ca cors truct ion WALL UJ/MORTAR OR
GROUT,FILL SOLID FROM
FOOTING TO UNDERSIDE OF PLAN
acceptable 5ee 5T] For FLASHING ZI-11 zl FICIUND
STUCCO [DETAIL BRIG< DETAIL 514EET
,5 Pea I P'l C6 14 MONOLITHIC, FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS
TkESE DETAILS ARE INTERCHANGEA5LE WITH TPE TPESE DETAILS ARE INTERCPANGEA5LE WITP THE
STUCCO ADDENDUM E 5 R A D E:>E N D U M STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS
SPEET6
i. I . ;">
ED, TREATE I
10
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