HomeMy WebLinkAboutFloor/Electric/Foundation Plans; Bayside DrDOCUMENT COVER SHEET
S
Box 8: Bayside Townhomes
29
Item #0— Floor/Electric/Foundation Plans; Bayside Dr.
Date: 1/2/2002, 16 Pages
Sheets 1 thru 10 — Floor Plans (Elevations)
Sheets 11 & 12 — Electric Plans
Sheets 13 & 14 — Foundation Plans
D1— Foundation Plan
D2 — Foundation Plan
UPON RETURN OF PAPER ORIGINALS FROM MCCi, add to file name:
LF/CapeCanaveral/Bldg Dept /Address/Bayside Condominiums
6
LEVATION '6
'
REVISIONS BY
8/27/01
12/27/01
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1/2" DIA WEDGE ANGHOR ATTAGHEV WITH SHOT IN (f ROOF i
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VRE,AIF. GONG. BLK. DELI b d t �- RIVGE
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NOTE: 13LOCK 4 NAIL ALL VERT. PLACE NAILS MM 3/6" FROM EDGES AND
FOOTLNC> A5 PER FOUNDATION PLAN - - - - d HORIZ. JOINTS. I/b" GAP (bM JOINTS) MIN 2' FROM CORNERS. PROVIDES 200PLF
- - - - - - m 4" NAIL SPACING OF SHEAR ST'REN6T1i.
_ / AP GOAL P05T #5 DYE W25OLA4" NAIL 5PAGIG
GENERAL VALLEY VOTE5:
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(I) ALL RAFTERS TO BE (2X6) SYP 5PAGED 24" O.G. USE 8d NAILS
(2) ANY RAFTER LENC�TH5 OVER 16'-0° CLEAR SPAN To 7/16" OSB SHEAR SPEGIFIGATIOfi�S (WALL SHEATHING)
HAVE (2X4) SYP COLLAR TIE AT 1/2 SPAN (UP TO 16'-O`).
(3) R1D6E BOARD. SHALL BE 2X8 5YP #2. OF 5N AT+�( ON 5
NAI fNG
(4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD d CLEAT U51NG
HUGHES (1) HOPP CONNECTOR, NAILED 8-8d. ALL OTHERS TOE -NAIL W/IOd,
STAGGERING OF RAFTERS INTO R106E 15 PERMITTED
-COLLAR TIE (AS REQUIRED,
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HUGHES U1426 FA5TENED
TRU55E5 EsELOW TO PEAK OF PREVIOUS
(U HGDPL ® END OF EA TRU55
FRAMING FSR.
15EE VALLEY NOTE 94) (5) IOd COMMON NAILS
EACH END.
x4) CLEAT UNDER VALLEY FRAM
ATTING
ATTACHED TO EA, TR55 BELOW WITH }UX44 5 HGDP CUVALLEY
� DETAILPS iC FRAMIN
N.T.S.
FIBER GLASS SHINGLES
ON 15 LB 131-06. FELT PV
UNDERLAY 15/320 GDX
OR 7/16 05.5
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VAR (— O G ANCH.IOR YV/L URRICANE
WOOD HEADER SIZES
48" OR LE55 2Xb
-72" OR LE55 2X8
9b" OR LE55 2X10
144" OR LE55 2X12
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AND OR
MIN 2' FROM CNERS.
THIS METHOD OF ATTAGHM1 W WILL
PROVIDE 240 PLF OF SHEAR STRIWiTH IN GROUP 11 LUMBER
AND 197 PLF IN GROUP III FRAMING.
7/16" OSB SHEAR SPEC,IFIGATIONS (ROOF SHEATHING)
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0 28 DAYS
0 28 DAYS
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r2O ,SME TRANSOM DETAIL
WALE In"
CONDITION 01: STRAP 15 O" TO �— TRU55
318" AWAY FROM ED6E OF TRU55.
NO REPAIR NECESSARY
BLOGK
STRAP
CONDITION #2: STRAP 15 318" TO
1-112" AWAY FROM EDGE OF TRU55.
REPAIR: PLACE MAXiMt1M 2X4 BLOCK
BETWEEN TRU55 AND STRAP, BEND OVER PER
DETAIL AND NAIL I--IOd.
CONDITION #3: STRAP 15 MORE THAN 1-112" AWAY FROM TRUSS.
REPAIR PER DETAIL U51N6 F L*HE5 RT1515
ANCHORED TO WALL WITH (3) 1/4' X 2-1/4'
TAP-GONS AND NAILED TO TR )% WITH
1-10d KAtL5. MAX 1200# UPLIFT
'4" X 2-1/4" TAP -GUNS
STD, REPAIRS FOR 5T P' M15AL1GN`1ENT
-
APPLIES TO K LTIPL E-5 AND GON515CAXIVE TRU55E5, AND
MAY 13E U5E7 ON EITHER SIDE OF WALL.
FIRE RETARDANT TREATED
PLYWOOD ROOF SHEATHING 3
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1/2'x8' J -BOLT o 24" O.G.
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CONG. SCREWS
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DESIGN BY DELEGATED
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CO1,iRSE �, tI --SEE DETAIL 1:/52
#5645" 4S T 1AX.
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GROUT ALL CELLS 1
BELOW GRADE SOLID
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GENERAL NOTES;
Ol. ALL MAT€RIALS AND WORKMANSHIP SHALL CONFORM TQ THE
DRAWINGS AND BPEGI=ICATIONS LISTED.
-- FASTEN 5/S" (NOM.) PLYWOOD TO 4
WOOD TRUSSES W/8d NAIL5 3 ro" 02. THE GENERAL. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION SHOWN ON THE DRAWINGS, ANY QUESTIONS OR
DISCREPANCIES SHALL BE ,BROUC:HT TO THE ATTENTION; OF C
N
/ \ \ THE ENGINEER BEFORE STARTING CONSTRUCTION.
03. TI -4E STRUCTURE MODIFICATION HAS SEEN DF-51GNED TO �` Z r-1
T,4201 EET THE LOADING REQUIREIMENT5 QF ASCE 1-95, "MINIMUM C5 W w m °1
Z,WOOD ROOF TRU55E5. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." AND� ci �, N
.-- -� _- _.___- _...__� DESIGN BY DELEGATED THE 1991 STANDARD BUILDING CODE. Z d OP
I I\\ ENGINEER. DESIGN WIND LOAD CRITERIA w 0
j} \''• \ moi r+e' _i; Cjj n
5,451C WIND SPEED O ^?
82 I \\ \I 1 T ASCE l -35 135 MPH •d al z1
PARTIALLY ENCL05ED P4 ,c
E>:PCSURE
a
(COMPONENTS t CLADDING CujE-
I-IUGHES HCDPL STRUCTURE CATEGCRY it -:42
-�- BUILDING HEIGHT ?3' ♦ W
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1 M I 1, VELOCITY PRESSURE
j
WOOD CONNECTOR AscE -95 (z=30') 43.4P5F
C II CL H 1,5 I I I INTLRv.:L PRESR
7
SUE COEFFICIENTS
u _ j (,2x12 BEAM 04, ALL FOUNDATION5 ARE TO BE FORMED UPON SOIL WITH A
LLJ
I I 1
ENTRY MINIMUM SAFE UNIFORM BEARING CAPACITY OF 20CDO PSF.
—c- — t
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THE UNIFORM BEA iNG CAPACITY
UNDER THESE
FOUNDATIONS. THE OWNER SHALL -!RE A,-NICALLBOL
doENG.EER TO PREPARE RECOMMENDATI N5FO- ECE55 Y 501L IMPROVEMENTS AND/OR COMPACTION.
C-3—-
s w
TRUSS TO TRUSS CONNECTORS_ GENERAL NOTES: CONCRETE
DESIGN BY DELEGATED E - SEE GET =:IL 2! �2 ' DI. ALL CONCRETE CONSTRUCTION, W0FKMAN5HIP AND MATERIAL
ENGINEER. Rdi
__I SHALL COMPLY WITH THE REQUIRETIENTS OF ACI 301,
r "SPECIF!CAT!ON8 FnR Sr RI iCTIURAL CONCRETE FOR BI ilr nln>r3"
1---'
E ^_� 02.41-L CONCRETE 5H.4LL BE TYPE 1 OR 11 PORTLAND CEMENT
5 COMPLYING WITH ASTM 0150 AND SHALL HAVE COMPRESSIVE
STRENGTH SHOWN BELOW:
P MASONRY GROUT '.000 PSI
EAM 151
==4r-1 a2
—5EE DETAIL 1/52
BEAM E34
1/4"=l"-0"
(3)2x12
(2) HUGHES HTM512
ISL
100'-0 Ur -IED)
B/FTG5
"' 5 ELEVA
S3
, --
54
I
2x8 PLATE
F45TEN TO BEAM
W1311&"x31• ' GONG.
SCREWS Q 24"
--2x8 SPF Nc. 2 n l&"
TdG PLYWOOD
—HUGHES NFM/oXll�
- (3) PLY GIRDER
TION_
Il - ,
- 4" THICK 3,000p.s.i. CONCRETE
..
08. CALCIUM CHLCRIDE SHALL NOT BE USED IN ANY FORM•
1J
—;
I
&LABS ON GRADE 30.00 PSI
AND BRACING NECE55ARY TO WITHSTAND WIND LOADS DETERMINED
a
--
��
SLAB REIN ORCUEFD 2/2 LXT ERS
O9. UNLESS OTPERWI5E PERMITTED OR SPECIFIED, CONCRETE SHALL
�����
SUPERIMPOSED DEAD LOADS ROOF FLOOR
TOP C44ORD 15 P5F 20F5F
OTHER 3000 P51
BOTTOM CHORD 5 P5F 5P5F
0
5UPERIMPCSED LIVE LOADS
'cJTEN
TOP CHORD 20 PPF 40 =5F
s�
BOTTOM CHORD 10 PSF 0
it
08. ALL EXTERIOR ROOF SHE4THfNG SHALL BE ;3/32" (`i8" NOG" ANAL)
03. ALL REINFORCING STEEL SHALL BE DEFORMED BARS
CONFOR"IING TO A5TM GRADE 6O. BAR5 SHALL BE FREE OF
AP4 SPAN RATED,.EXPO5URE I PLYWOOD NAILED TO SUPPORTS WITH
(
8d ,,!AILS AT 6" SPACING.
Ctty uI Cvitpe auaVCrR1
BOTTOM CHORD
BE PRODUCED TO HAVE A SLUMP OF 5 INCHES ±I', AND
II
I,
'1
II
I
,4615,
-"+a PA sTANv^:;2^vS, CI, C2 AND C" L<+` TEST EDITIONS, Iy1TH A
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OF TRUSS TO 2x8 W/Iod(@a"
WITH .A MAXIMUM WATER/CEMENT RATIO OF 0.55,
III
COATINGS THAT WILL REDUCE CONCRETE BOND.
'!
I
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II
'-T+'I
L>_;
0
ALL CONCRETE E RE N FORCE EN SHALL BE DETAILED,
=
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FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND
SECURED IN PLACE IN ACCORDANCE WITH ACI 315 "DETAILS AND
Z
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t TRUSS TO (3021x,
EACH DE51GN MIX. TE5T5 SHALL BE MADE FOR 3 CR l DAYS, 14 DAY5,
i1
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J
DETAILING OF CONCRETE REINFORCEMENT."
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-
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--
05. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL
T54--
T54'
T54--_'
T54 --
I 11
SHALL SUBMIT ALL DESIGN MIXES FOR REVIEW AND APPROVAL BY
MEET THE REQUIREMENTS OF ACI 318/3188 BUILDING CODE AND
I
COMMFNTARY FOR REINFORCED CONCRETE"
THE ENGINEER.
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-
0&, CAST IN PLACE BEAMS SHALL HAVE CONTINUOUS TOP AND
�!
- __ -.- -
-- - _ . _
GENERAL NOTES: MASONRY
.
BOTTOM REINFORCEMENT. LAP SPLICES IN BOTTOM BARS SHALL
�I
I
---
ELEVATION
J
01. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL
"SPEC;FICA
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OCCUR OVER SUPPORTS. TOP 134R5 SHALL LAP AT MID -SPAN.
�S3)
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530.1/A&CE 6/7M5 602,"
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BE,'V-1 u
0i, CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TO
THE ELEVATIONS SHOWN ON THE DRAWINGS.
EAM 151
==4r-1 a2
—5EE DETAIL 1/52
BEAM E34
1/4"=l"-0"
(3)2x12
(2) HUGHES HTM512
ISL
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B/FTG5
"' 5 ELEVA
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, --
54
I
2x8 PLATE
F45TEN TO BEAM
W1311&"x31• ' GONG.
SCREWS Q 24"
--2x8 SPF Nc. 2 n l&"
TdG PLYWOOD
—HUGHES NFM/oXll�
- (3) PLY GIRDER
TION_
Il - ,
8" CMU KNOCK -CUT 5LOGK
W/145 CONTINUOUS 05. TRUSSES SHALL BE 51ZED AND DETAILED IN ACCORDANCE WITH
THE DIMENSIONS AND LOADS INDICATED.
(2) COURSES
TYPICAAL T R U S S /8\16- 140 C H 0 I'm (T Xm\)
CONNECTIOIN
NO SCALE
06. TRU55 SHOP DRAWINGS AND CALCULATIONS SHALL BE
1lj
1
I
IIS
08. CALCIUM CHLCRIDE SHALL NOT BE USED IN ANY FORM•
1J
DEPT. OF BPR). THE DELEGATED ENGINEER SHALL SPECIFY BLOCKING
j
AND BRACING NECE55ARY TO WITHSTAND WIND LOADS DETERMINED
n 24". USE 2"d)
OR 4Ixl; 8"
O9. UNLESS OTPERWI5E PERMITTED OR SPECIFIED, CONCRETE SHALL
�����
SUPERIMPOSED DEAD LOADS ROOF FLOOR
TOP C44ORD 15 P5F 20F5F
BOTTOM CHORD 5 P5F 5P5F
0
5UPERIMPCSED LIVE LOADS
'cJTEN
TOP CHORD 20 PPF 40 =5F
s�
BOTTOM CHORD 10 PSF 0
it
08. ALL EXTERIOR ROOF SHE4THfNG SHALL BE ;3/32" (`i8" NOG" ANAL)
AP4 SPAN RATED,.EXPO5URE I PLYWOOD NAILED TO SUPPORTS WITH
(
8d ,,!AILS AT 6" SPACING.
Ctty uI Cvitpe auaVCrR1
BOTTOM CHORD
BE PRODUCED TO HAVE A SLUMP OF 5 INCHES ±I', AND
II
I,
'1
II
I
(D> jEtt'k(1 X10. -Y --
-"+a PA sTANv^:;2^vS, CI, C2 AND C" L<+` TEST EDITIONS, Iy1TH A
I
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OF TRUSS TO 2x8 W/Iod(@a"
WITH .A MAXIMUM WATER/CEMENT RATIO OF 0.55,
III
�,�r�-'•�T - §r
3;, FLOOR SHEATHING SI -TALL 1:3E 3.•�" (NOMIN,IL) AP.� SPAN RATED
I
Ii
I
II
a�
L>_;
0
T
ll. FIVE SETS OF TEST CYLINDERS SHALL BE MADE AND TESTED
FOR EACH 5O YARDS OR LESS OF CONCRETE POURED IN ANY DAY FOR
i1
1,1
II
J
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«�
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1i
Z
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EACH DE51GN MIX. TE5T5 SHALL BE MADE FOR 3 CR l DAYS, 14 DAY5,
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i1
I
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-
TU10 AT 2S DAYS AND ONE HELD IN RESERVE. THE CONTRACTOR
I II.
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SHALL SUBMIT ALL DESIGN MIXES FOR REVIEW AND APPROVAL BY
I
THE ENGINEER.
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GENERAL NOTES: MASONRY
.
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- ---_ -- .-- _ . _-. _ - --- -'
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01. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL
"SPEC;FICA
,-X.. JI I I Lri € � L.iViV 1 -'
�i
\
I ( % 2 X 12
GvNr'v�M TO T ICN5 FOR MA5vIvRY STRUCTURES (Act
-�
530.1/A&CE 6/7M5 602,"
;.,.{ Si—H1)G!-IEE
BE,'V-1 u
-
ST2-20% -
02. COURSE GROUT (31ZC a) SHALL BE USED CONFORMINtT TO THE
C2) lUCHES I-1 TM�J12 - ---�
REQUIREMENTS OF ASTM C416 "STANDARD SPECIFICATIONS
TO 4x4 F=)051
FOR GROUT FOR REINFORCED AND NON -REINFORCED MASONRY."
03. CONCRETE MASONRY SHALL BE NORMAL WEIGHT, GRADE N, TYPE
! OR Ii, CONFORMING WITH 45TM C9O "STANDARD SPECIFICATIONS
I:
FOR HOLLOW LOAD 15E41RING CONCRETE MASONRY UNIT$
2x.12 �J• Y r= NO. 2 LEDGER-
- I'I1
x` PT POST ----_-"
04. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS i f'm)
T
F,4&TEN, EN TO C1 -1U BEAM
t;
I
Si P No. _
SHALL BE 2000 PSI USING TYPE i`1 OR 5 -MORTAR-
RTAR.
114
I
a
05. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/&".
- — -- - — ;
F5E 4M P_:-21--
n-
- ---
— - -- ---
k'
06. M45ONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH
SPLICES OF 48 BAR DIAMETERS
_—
12 :,=TLAP
,'"MINIMUM).
Al710
07. OPENINGS IN MASONRY WALL5 &HALL A
BE REINFORCED WITH
MINIMUM OF ONE REBAR ALL SIDES AND
rFF✓ ON SHALL BE
11-+,�
REINFORCED WITH A PRECAST LINTEL (BEARING 8 ON EACH END)
J.
... I
i
WHERE CAST -'&7 -PLACE CONCRETE BEAMS ARE NOT INDICATED'.
nn
HUGHES E U H 2 V -10—
,-
I
__ _
Sa. ALL (-iA�VNRY CELLS ADJACENT TO DOORS, WINDOWS,
USE 10d NAILS
EAr B?+
_ _____
CORNER& OR ENDS OF WALLS SHALL BE REINFORCED WITH ONE $5
--
BE At'1 B4
REBAR AND GROUTED SOLID.
09 THE CON'TR,4GTCR 15 RESPONSIBLE TO ENSURE THAT ALL
MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO
RESIST WIND, 54CKFILL11VG, SOIL C.O IIPAC,.'1ION FIND OTHER
J
-'
NATURAL AND CONSTRUCTION FORCES OCCURING DURING
CONSTRUCTION BRACING SHALL REMAIN IN PLACE 'UNTIL THE
STRUCTURE 15 CCI'1PLETED.
~
10 vERTIC4L REfNFORCING SHALL BE CONTINUOUS THROUGH ALL
{
8E4 S
1I. MA&OANRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO
ow
-
,F f7 .: I •'
- -
- '--- --� 1,
12. WHEN GROUT POUR5 EXCEED 5 FEET ,N HEIGHT, PROVIDE A
CLEAN-OUT HOLE AT THE BOTTOM CELL CLEAN THE CELL BY
REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY
- - - --� -
—
MA7ER141 DELETERIOUS TO MASONRY GROUT. INSTALL AND
`
I54- TS }--- TS4 -
Cj2—
---TE2
E FTIG41 ST>_FI FREINO R,
5EG,,JRE Y" TIF TLIVR FORCEMENT TETHE
CLOSE THE OPENING AFTER IN5PEC7ION.
13, ALL WALLS SHALL BE REINFORCED HORIZONTALLY WITW S GA<,E
J
LADDER TYPE GALVANIZED JOINT REINFORCING AT I6" VERTICAL
5P4CiNG. JOINT REINFORCING SHALL CONFORM TO ASTM 482.
GENERAL NOTES: WOOD
ELEVATIOIN
01. ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND
MATERIALS (INCLUDING TRU5SE5) SHALL CONFORM WITH THE
SPECIFICATION& AND RECiUIREMENT& OF THE REFERENCES LISTED
BELOW:
*AMERICAN INSTITUTE OF TIMBER CONSTRUCTION"
CNATICN4L DE51GN SPECIFICATION FOR WOOD
CONSTRUCTION" 1394 AND 5UPPLEMENT.
e1U.5. PRODUCT STANDARD P5 I" OR "APA PRP -108
PERFORMANCE STANDARDS"
02, ALL TRUSS FRAMING MEMBERS SHALL BE SPECIES AND GRADES
OF LUMBER WHICH WILL PRODUCE DESIGN VALUES EQUAL TO OR
HUG- SES
EXCEEDING THE VALUES FOR SOUTHERN YELLOW PINE NO. 3, lei M.G.
H aSTEN TO WOOD TRU57
03. GALVANIZED METAL HANGERS, AND FRAMING ANCHORS SHALL BE
W,( 8)-IOd NAILS
1-15ED AND SHALL BE FASTENED IN ACCORDANCE WITH THE
MANUFACTURERS 5PECIFICATICN5.
04. ANCHORING AND NAILING NOT SPECIFIED SHALL COMPLY WITH
THE NAILING SCHEDULE GIVEN WITHIN TABLE 23061 SBC
8" CMU KNOCK -CUT 5LOGK
W/145 CONTINUOUS 05. TRUSSES SHALL BE 51ZED AND DETAILED IN ACCORDANCE WITH
THE DIMENSIONS AND LOADS INDICATED.
(2) COURSES
TYPICAAL T R U S S /8\16- 140 C H 0 I'm (T Xm\)
CONNECTIOIN
NO SCALE
ml
06. TRU55 SHOP DRAWINGS AND CALCULATIONS SHALL BE
1lj
1
I
IIS
SUBMITTED BY A FLORIDA LICENSED ENGINEER FOR REVIEW PRIOR TO
F45RIC-TION (IN ACCCRDANCE WITH CHAPTER 61615-30 d 31 FLA.
DEPT. OF BPR). THE DELEGATED ENGINEER SHALL SPECIFY BLOCKING
AND BRACING NECE55ARY TO WITHSTAND WIND LOADS DETERMINED
I
USING ASCE 1-95 AND A BASIC WIND SPEED OF 135 MPH_
V)
01. [DE516N GF;-4VITY LOADING:
SUPERIMPOSED DEAD LOADS ROOF FLOOR
TOP C44ORD 15 P5F 20F5F
BOTTOM CHORD 5 P5F 5P5F
0
5UPERIMPCSED LIVE LOADS
TOP CHORD 20 PPF 40 =5F
f!'1
v s
BOTTOM CHORD 10 PSF 0
I
08. ALL EXTERIOR ROOF SHE4THfNG SHALL BE ;3/32" (`i8" NOG" ANAL)
AP4 SPAN RATED,.EXPO5URE I PLYWOOD NAILED TO SUPPORTS WITH
(
8d ,,!AILS AT 6" SPACING.
Ctty uI Cvitpe auaVCrR1
I
FOR CONSTR1OCTION
09. ALL PRESSURE TREATED LUMBER AND PLYWOOD SHALL BE 5YP
PEt,Mt-rT{?D
NO. 2, n% MAX. M.C., PRESSURE TREATED IN ACCORDANCE WITH
(D> jEtt'k(1 X10. -Y --
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