Selva Marina Drive 1912 W
° 0 CL
• 2 - "MSTA36" STRAP TIES BENT; OVER BOTH ^
2 - "FC6" FRAMING SIDES OF HEADER. USE 2-"STA16' Z
ANCHORS T & B TYPICAL STRAP TIES EACH SIDE OF TRANSOM BELOW.
SEE SIM. DETAIL ll/S-2 o N
2- 2X4 CONT. WOOD PLATEm cn 0
1212 L• EACH SIDE AT END SUPPORTS 2x4 STUDS 0 16' C C - USE SYP, M.C. 19X,
TOP OF WD. PLATE W °'
AND 01212 r EACH SIDE AT INTERIOR No. 2 FOR POSTS, BASES, CAP PLATES N ccoo Lo
m
SUPPORTS
N N
______________ & MULTIPLE STUDS AROUND OPENINGS
OPENINGS AND SPRUCE PINE - FUR, 2 - 2X12 W/ 1/2" PLYWOOD & 12d W 14- �
M.C. 199, No. 2 FOR OTHER STUDS. NAILS 0 8" C/C T & B BOTH SIDES LAJ 00
FE -----_
° NOTE: SP1 STUD TIE PLATE AT SP2 STUD PLATE TIE
_____0; 4" CONC. FLR. SLAB W/ EVERY THRID STUD, TYPICAL. EVERY OTHER STUD. Q w Q
6x6 - W1.OM TO W.W.M. P.T. 2x4 CONT. BASE PLATE W/ 1/2.0 xg' LONG A.B. Z
1" CLR. FROM TOP OF SLAB. W/ MIN. 20 WASHER 0 32" C/C TYP.
-------------- ADD 3'-0" LONG LAYER OF
0 6x6-W1.4/W1.4 ALONG PERIMITER " USE TWO ANCHOR BOLTS 0 ENDS & 4x4 TRANSOM MULL ,
PRE-ENGINEERED BEAM l 1 CLR EACH SIDE OF OPENINGS IN SHEAR. WHERE APPLICABLE
OR TYP. HEADER. .I— WALLS AND EXTERIOR WALLS.
WOOD POST FIN. GRADE --+- 2x4 WOOD n _ — — _ n
(TYPICAL) STUDS ® 16" c/c. I I ( III
— — — — — 2x4 WOOD STUDSLLJ
'
I I 0 16' C/C. �
u u s
NOTE: PROVIDE •1212 L• EACH SIDE OF 4x4 WOOD POST ON 2 #5's CONT. #4's 1'-4• o
SIDES OF GARAGE DOOR OPENING. 2x4 BLOCKING TYP.
0 36 TRANSVERSE TYPICAL
WALL OPENING 8
TYPICAL BEAM TO POST DETAIL - -
NTS
SECTION e 2x4 BLOCKING TYPICAL
NTS
2- 2x4 CRIPPL S
OR USE HEADER
HANGERS. (TYP. 2x4 P.T. CONT. WOOD PLATE
W/ 1ITOx Ir LONG ANCHOR BOLTS
W/ MIN 2"0 WASHERS 0 32' C/C
1'-0• TOP OF FIMSFM FLOOR Sue
MIN. 17 AM RM PANE
"SP1" STUD PLATE TIE 3 - 2x4 CONT. WOOD STUDS EACH N 'SP1' STUD PLATE TIE
P.T. 2x4 CONT. BASE PLATE W/ 1/2'0 Ar LONG A.B. 2x4 STUDS 0 16' C/C - USE SYP, M.C. 19%, EVERY OTHER STUD.
W/ MIN. 2"0 WASHER 0 32" C/C TYP. No. 2 FOR POSTS, BASES, CAP PLATES SEE DETAIL 12/S-2 SIDE OF WALL OPENINGS TYPICAL EVERY THIRD STUD.
USE TWO ANCHOR BOLTS 0 ENDS & & MULTIPLE STUDS AROUND OPENINGS "' SEE DETAIL 12/S-2
EACH SIDE OF OPENINGS IN SHEAR OPENINGS AND SPRUCE PINE - FUR, AT GARAGE DOOR OPENING. TYPICAL HEADER DETAIL 3 �
WALLS AND. EXTERIOR WALLS. M.C. 19%, No. 2 FOR OTHER STUDS. �J
NTS
4" CONC. FLOOR SLAB w O
W/ W.W F SEE PLAN #3 0 36" C/C
0 � L�
FIN. GRADE 4" CONC. FLOOR SLAB 3#4 CONT 6X6 - W1.4 / W1.4 W.W.F. �
W/ W.W.F SEE PLAN 1 2'E.J.
-•- -•-
SLOPE 3" r-� / T FIN. FL. EL. 1#4 CONT. - � Z
Y SEE PLAN j Q
- -- -- ------- • O V)
1 #5 CONT. TOP, - .
—�
2 #5. CONT. BOTTOM ;>", 1'-� (�J
#3 TIES ® 24" C/C 1�_4• OHC. PRE-FABRICATED ROOF TRUSSES I.-_
z
" DRIVE WAY r--COMPACTED FILL-1 ® 24 C/C TYPICAL. SEE b
APPROVED SHOP DRAWINGS
BY 61LUMBER UNLIMITED
SECTION 4 SECTION 6 12 U
NTSSECTION 5 NTS S- 8
NTS e ROOF SHEATHING. SEE GENERAL NOTES
ON SHEET S-1 FOR SIZE AND NAILING.
"MST12" HURRICANE CLIP.
SEE DET. 13/S-2 TYP.
TRUSS BEARING ELEVATION
SEE MONOGRAM PLANS ADD •H1' 0
2X4 P.T. CONT. WOOD PLATE W/ STUD WALL & FOOTING. 1/2" ROOF SHEETING. TRUSS GIRDER SUPPORTS
1/2" 0 EXP: BOLTS x8" LONG (SEE SHEAR WALL NOTE #2 ON SHEET
4
WITH 2" e WASHERS ® 32". ALSO USE I S-1 ® SHEAR WALL LOCATIONS). \12-2x CONT. WOOD PLATE
SP1 0 THE BOTTOM (SEE DETAIL ROOF LEVEL. SEE SHEAR WALL NOTE "2".
- 12/S-2) & "SP2" STUD TIES ® TOP
OF EVERY OTHER STUD. TYPICAL. ROOF TRUSSES 0 24' C/C SAW CUT WITH A WET BLADE FASCIA 2'-�
6X6 - W1.4 / W1.4 W.W.F. SAME DAY ON EARLY POUR
OR FIRST THING NEXT USE 8d NAILS 0 4" ON CENTERS AROUND
1• CLR 2 X 4 0 16• C/C 6X6 - W1.4 / W1.4 W.W.F. MORNING ON LATE POUR. OPENINGS AND ® 6" ON CENTERS OF
- - - - SUPPORTED EDGES (IN THE SEAM) AND
to - - - - - - - - - - - ® 8" ON CENTERS OF INTERMEDIATE
SUPPORTS (IN THE FIELD), TYPICAL.
• � Com• 8• 8• 2 #5 CONT & #3 TRANSV. 2 - 2X4 TOP PLATE WITH COMPACTED FlLL-1 •
'b ® 36" C/C 2 - TBE' TRUSS BEARING SHEATHING 0 INTERIOR SHEAR WALLS. l- NOTE: SP2' STUD PLATE TIE o
ENHANCER BY "SIMPSON• SEE NOTE 12 ON SHEET S-1. 0 THE TOP OF EVERY THIRD 2x4 WOOD STUDS 0 16" C/C ~
0 2X4 LOCATIONS. STUD TYP. n
SECTION 2 x 4 STUDS 0 16' C/C
C.J. DETAILe 3 0
__7a —_NTS N S- TYPICAL HEADER. SEE DETAIL e
ALTERNATE: CARRY SHEAR WALL TO UNDERSIDE OF SHEATHING.
20 BLOCKING 0 4'-0' ABOVE FINISHED FLOOR
LEVEL. TYPICAL FOR ALL EXTERIOR WALLS AND
SECTION8 INTERIOR SHEAR WALLS. w
e Q _
WOOD POST NTS 6X6 - W1.29 / W1.29 W.W.F. 0
OR DBL. STUDS •
,r 2 - 5/870 MACHINE S� NOT
J -' -`- T- b PROVIDE LATERAL BOTTOM CHORD BRACING OR RIGID CEILING
�. BOLTS DRILLED IN •� ' AS CALLED FOR ON THE TRUSS SHOP DRAWINGS. 'JOB No. 4123
_ WALL DIRECTION
BENT 1/4!' THICK
STEEL PLATE - .� c o e o DRAWN: FD
W/ 3/4"0, x8 1/2" I i o 0 1 - #5 CONT. 8»
LONG EXPANSION
BOLTS IN 6" HORIZ. s ,--COMPACTED FILL-1 DATE: 1 .06-01-1994
LEG, ON SHEAR WALL ALTERNATE: "HD29 HOLDOWN MAY BE USED
0
SIDE (NOT OPENING IN LIEU OF BENT STEEL PLATE. ° ' SCALE: N.T.S.
SIDE). TYPICAL .WHERE THUS. SPI SPI MTs NOTE TYPICAL 0 EDGE OF A/C UNIT PAD.
SHOWN ON PLAN SHEET S-1
WOOD POST ANCHORAGE / HOLDOWN DETAIL 10 DETAIL 11 12 13 DRAWING NO.
_ DETAIL DETAIL SECTION 14 TYPICAL SECTION
NTS NTS NTS -� - NTS NTS c
S 2
DESIGN CRITERIA FOR CAMELOT HOMES -'LOT 1
�iDL ( d�l
(All Design Per 1991 Edition of the Standard Building- Code, AISC, ACI. _____. .__ .__�.______.__.._.._.______.._ __•_____ _....____._____.____________ .__�___._.___.________ _ ____ ________.._-__.____.,__ __._.__.__.__ _
. ATIC, NDS, APA. (Latest editions) LtC
—� ---_-------.__.`.__.__.___-.-_ .______._.._. __._.—__ _-__._____-__.._,____.__..-_--•-_____.____.
I Pj�-p��� Io Lntr rZL-0 �t,�t► 2 vr
W
1. LIVE LOADS: d
Z N
ROOFS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30 PSF , ' rn o
O CD
FLOORS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40 PSFN CQ C1404
I
a
2. WIND LOADS: a
LUBasic Wind Velocity. . . . . . . . . . . . . . . . . .100 MPH 4 7�� r�[,Cyto l_ z}°'- x
i
. r
Basic-Wind Pressure. . . . . . . . .: . . . . . . . . 25 PSF
3. ALLOWABLE UNIT STRESSES:
Concrete Design per current Edition A.C.I (318-89) N ! 4
Concrete Strengths @ 28 days are as follows:
All Concrete . . . . . . . . Fc' a 3,000 PSI
Reinforcing: ASTM A - 615, Grade 60 (Lap 30 Bar Diameters)
Welded Wire Mesh:- ASTM A - 185 (Lap 6" Min. on Sides)
.-Anchor Bolts: ASTM A307
Assumed Allowable Soil Bearin Pressure. .•. . . . . tt
g• .2000 PSF � I �
s•��►Y
• 10,
It is :the•contractor`s full responsibility to hire .an
independent soil testing laboratory to obtain the assumed -
soil bearing pressure in..the fill placed.on the site .and in n ._,t __....___, _.____.__..._.__._______ �-
the original soil',and insure:that settlements are within
tolerable limits. t1�Co
_ I tel•'- `0� '� ! ! .
I
Lumber: Wood-Construction in Accordance with Chapter 17 of the � � -
Standard Building Code.
Minimum Stud Gra '- y
: Spruce `..pine. Fir, MC 19, No. 2 E ;
Other & Mdes
Multiple Studs: Southern, .-YellowPine, MC 19. _,,�
No. 2 I 1
Plywood: 1/2" APA approved roof sheathing and'7/16" 'APA
panels _for wall sheathing.
Nails: Use 8d'@ 6" on`centers of supported edges
T7_—.._....,.�
.. ,
( in the seams ). and @ 12". 6n intermediate ' - �.. ,_.�, � ��.._,• � .. ,•IS�
supports (. in the field ). Reduce nail spacing ��
We
to 4" on -centers' around all wall openings.''`
k
Framing Anchors: Noted on plans- by' "Simpson" or approved equal.:Use "Z"
coated or stainless steel connectors... '
M
Trusses: Roof truss fabrication shall be approved by--ICBO. —� ; �2 k �' -. % �✓ �h
Provide shop drawings signed and sealed by an engineerCCDI , x��(, tet_
`.�" -
holding current registration in :the State.of Florida. ' I '- ;._ � I �. _ -
Minimum metal plate size.-is 15 square, inches andIf
designed in accordance with. the Design s ecifications 1 G�Jr�Vii.'.}� .� s �:•�tom"" k !,
for Light Metal Plate Connected Wood Roof Trusses
Also, provide specifications and. load carrying capacities
of all truss hangers and mechanical connectors. '� ••- y \ ; .. - ` ;'
4. TEMPORARY BRACING: t "7
Contractor shall be responsible for all temporary.
bracing- that 'is required during construction to keep _.... • .-__..._ _ _ _ __ ___._ j i < '
i !
structure safe and plumb' until the•entire. structure. is
in 'place. Bracing shown op .structural. drawings is for t i _ ;,�;, ,� �? _ 5 `
- the completed structure only.
5. GENERAL NOTES:
A) Unless otherwise shown on Drawings, minimum cover for
reinforcing shall be 'as follows:
i
Thickened:Slab . . . . . . 3�� I I {
Slabs: on Grade . . . . . . . . . . . . ... . . 1-1/2" (clear from tors of E }
I �.
slab-surface)' ( � ��1
B) All reinforcing shall be` held securely in'position with
i
standard accessories during placing of the concrete.,
C) All lumber shall be identified: by the' grademark of -an approved
lumber grading -or inspection bureau or agency:
D) Roof and wall sheathing."shall be'identified for':Rrade and glue f G
type by '.the trademarks of an approved testini and Rradinsa C�1
agency:
` E) -All treated wood shall bear^ an,approved AWPB quality mark or. ! ., G,►f, 1 f ! i
that of an •approved ihdepende'nt. inspection aee:ncv.
F)'All.-structural openings around or affected. by mechanical, ! I
electrical_and.plumtiing equipment°shall be verified with I ! 1 I
equipment purchased..before p'roceeding'with:structural work j I
affected. i 1 -
1 �
- Il+
6.. -FOUNDATION- NOTES
. -
A) VERIFY,ALL'DIMENSIONS WITH-ARCHITECTURAL PLAN PRIOR.TO.' 1 { !
FABRICATION AND CONSTRUCTION f
B) SUGGESTED: CON4TRUCTION JOINT.,(q.J. )._LAYOUT IS SHOWN ON;PLAN:
SEE'DETAIL 09/S-2". DO•NOT 'PLACE JOINTS`-Ofj FLOORS- TOIRECEIVE •` I ! c u tf tf tl L C7� 1i tr
•
TILE OR'MARBLE. _ __ ____--_----•- -.--___.--._ ..__.._ _-_--. _ _ _.. _. __. ...__.__._ _ . _. _._- _.__. _.._._ __..�.__._.___... ._.. _ __. _. .._____
- • - - (I � � Goth ' v �� � '�� � •
•
C) " X.��• DENOTES.. 4X4'WOOD POSTS.' TYPICAL,' UNLESS•.OTHERWISE NOTED. -- - - -- -- -- - - - -- - - - - - _ - -
..7. SHEAR WALL NOTES:
A) REFER,TO.ARCHITECTURAL PLAN FOR WALL LOCATIONS THAT ARE NOT
SHOWN ON .TAIS: PLAN.
BYPROVIDE,PROVIDE AS MINIMUM A 7/16''..THICK APA:APPROVED ORIENTED. STRAND
BOARD' "O.S.B," ON ONE, SIDE OF SHEAR WALLS THUS;SHOWN
ON PLAN AND:ON BOTH SIDES',OF WALLS THUS SHOWN
SECURE THE-BASEPLATE WITH 1/2" X. 8" LONG ROUND EXPANSION OR
ANCHOR BOLTS'WITH 2". SRAURE OR ROUND X 1/8" THICK WASHERS AT ru,
32 ON CENTERS. ,USE TWO -BOLTS AT SIDES OF WALL,OPENINGS'AND A
HOLDOWN AS `SHOWN IN DETAIL "10/S-2'1.WHERE'.THUS 'n" SHOWN 4N
C), SECURE.''TOP OF, INTERIOR SHEAR.WALLS TO COTTOM CHORD.OF TRUSSES
AS. SHOWN IN. DETAIL "8/5 2":
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. NOTE : 1. VALANCE LIGHTING ABOVE
. I. & BELOW KIT. CAB'S -
.
- 2. PROVIDE TOE LIGHTING AT .
. MASTER BATH VANITY. '
. ELECTRICAL . .I I I .. .I . . . I . . . . I . .. . � I .. - I LI I � - PLAN . � I 11
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,. , - " . .1 NOTE: ALL PHONE & CABLE I�CATIONS WILL BE FIELO
• . . L. . DETERMINED 8Y THE BUILDER AND ONNER. THE NJMBER � ,
. . . . - - - OF EACH IS TO BE OETERMINcD BY THE SPECS AND OR _ E .
:. . . . ' T. THE ELECTRICAL CONTRACTOR IS RESPONS- ' . .
CONTRAC
.. 1. .. . BLE FOR THIS DUELLING MEETING ALL LOCAL APPLIC- I� � fI .
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10
to Lri NOTES:
Cl I Pi - 1L - ALL PLANT MATERIAL SHALL. BE FLORIDA GRADE /1 (NOTE DETAIL SHEET).
- SITE SHALL BE GRADED TO MAINTAIN POSITIVE SURFACE DRAINAGE.
I L4
6141 -- P PLANTING AREAS LOCKED-IN B7' HARDSCAPE SHALL BE DRAINED WITH A MINIMUM4 ADS PIPS TO A CATCH BASIN, DRY WELL OR APPROVED OUT-PALL AREA.
I (.4
- THERE WILL BE SPECIAL CARE TO ALL EXISTING TREES TO BE RETAINED ON SITE
3 �� ® r TO AVOID CONSTRUCTION DAMAGE. .
5 LM b l,H e -0 VO `�1. - IRRIGATION SYSTEM SHALL BE FULLT AUTOMATIC, PROVIDING 1001 COVERAGE
TO ALL PLANTING AREAS, WITH ALL POP-UP HEADS IN LAWN AREA.
IRRIGATION STATION SHALL BE SET WHERE THERE WILL BE "NO" MIXING OF
FIZF.D SPRAT BEADS WITH GEAR•DRIVEN HEADS OR IMPACTS.
"►"1'� K� - IRRIGATION CONTROLLER TO BE OUTDOOR TTPE. WEATHERPROOP AND MOUNTED IN
SERVICE AREA OR APPROVED LOCATION.
`1 Lri
. ®
IZ' J ®12 t1
DRIVE
EI G 2 41994
r Y _ •��c-JJ -
. Building and Zoning
14 PLANTING PLAN % %
oot; - i4loSEVILLA GARDENS LOT-1 UNIT-ONE ATL. BCH. LO
. �illroll
3zc•a ���
SE. LVA MARINA DRIVE
_ ti's
CAMOtt
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RESIDENCE
"Ali trees to remain must be barricaded
a minimum of 5
he trunk of each
ro tree. Barricades m. frorn t
must be installed BEFORE
CD
site clearing and remain in place during
ALL phases of construction." ,
M
Y
E03
Tree Removal Approved as Noted
By 9"_ Date 2, f
BRA
u v
DRIVE
751-0' - •�' AUG 2 41994
Building and Zoning
SITE PLAN
• , j
SEVILLA GARDENS LOT-1 UNIT-ONE ATL. BCH.' �irlroii
i ZSELVA MARINA DRIVE