HomeMy WebLinkAboutBuilding PlansAPPLICABLE CODES
MUM CODE------- M ROM INIL,DMl6 0M - 7M MI
MOW" C00E M RNM MMNN IM CM _"M tnmON
PLUjM M---------M R,OAIOV► P<uM CM - 7M MI
e.ECIRIM MM 2017 NATIONAL E3E=AL CODE WA TO
FRE CODE ------- 2015 ROM FIRE PREVE?IINMI CODE - 30 MM
LFE SAFELY CODE 2015 NtFP.A,t AND 101
ACCBSKIIY CODE 2000 RCROA ACCESSKITY CODE - 7R1 MM
STRUCTURAL FORCES
IUM Mr w WADS 1OP am LIVE
1OP CM DEAD L
M OAD 20 —�.s F
WI CM DEAD LOAD 5
1100E DBM LOADS 10P CHORD LIVE LOAD
TOP CHORD DEAD LM 20 ,__P.S F.
801 CHORD DEAD LOAD 10 _p.SF.
WIND DESIGN
aw 4
MND 1w5)
Draw c �s6calON 3aiz1.�)
M IM OF ASCE 7-1915E011011=11)
N11EiM& PIESSIFIE 00EFFICIEIIT
19 FDR e1CL,O6ED )
055 FOR PMIWLY BQOM
COM>POIE11'IS AND CLADDIr6 DESIGN PFESSKS
DOLE 1: 2A.93f 4AZ7ME p03SUAFS SHOMI NK ARE BASED
DOPE 2 24.93/ 61.71 P.S.F. ON V ww1E. IT 61P 1011E
ZOIE 1 24,93/--61.71 p sF. MGM DMIIR 10 CORIECILY
ZONE * 33.4/--36.3 ME APPLY 11ESE FIES91 S OR CONVERT
ZOIE 5: 33.4/-44.8 p,&F. ITEM 10 Ybed AS NMA
12
5
6'
TEXTURED
D.C.F.
2868 ENTRY DOOR
F?Ir..HT SIr)F
21487 SQ. FT. ATTIC VENTILATION FBC R806
WITHOUT OFF RIDGE VENTS
WITH OFF RIDGE VENTS
VENTILATION REQUIRED
1
(ATTIC AREA /150 �
VENTILATION
{ATTIC AREA
FBC R8M.2 MNj
REQUIRED
1/300 WALL PER
MJM AREA REQUIREMENTS)
SOMT VENTS
TOTAL VENTILATION
OFF RIDGE VENTS
SOMT VENTS
16.58 SQ. FT.
&29 SQ. FT.
4.15 SQ. FT.
4.15 SQ. FT.
RM VENTS TO BE LOCATED IN THE UPPER } OF ROOF. VIM VENTING REQUREMENT " EIIERGY CALCULATIONS
IEAMVENT OFF ROM VENTS, FL-15961, N0A 18-1212.10 OR EQUAL
>a
6_
12
5 [�
TEXTURED
D.C.F.
H33 SH
A
C
a
APPROVED SHINGLE
ROOF
12
5
eOD TEXTURED
D.C.F.
H33 SH
6"
SCALE 1/4" = 1'-a"
VENT CALCULATIONS - SOFFITS
SOMT AREA: 232 LF. x US WIDTH = 308 SQ.FT.
SOFFIT VENT AREA PER SQ.FT.: 17.3 SQ.IN.
TOTAL SOFFIT VENT: 308 SQ.FT. x 17.3 SQ.IN. = 5,328 SQ.IN.
TOTAL VENT: 5,328 SQ.IN / 144 = 37.00 S0 T.
VENT REQUIRED 16.58 SQ.FT. - VENT PROVIDED 37.00 SQ.FT.
TEXTURED
D.C.F.
6"
APPROVED SHINGLE
ROOF
23 SH 35 SH 3068 ENTRY DOOR 16070 O.H. GARAGE DOOR
FRONT VIEW SCALE 1/4 99 = 1'-O"
12
5L,,<
APPROVED SHINGLE
ROOF --\
APPROVED SHINGLE
ROOF
35 SH H35 SH 3068 ENTRY DOOR H35 SH
W/ BUILT-IN BLINDS
25 SH
TEXTURED
D.C.F.
6"
6„'
TEXTURED
D.C.F.
60
12
5
TEXTURED
D.C.F.
REAR VIEW SCALE 1 /4" = 1'-Q"
25 SH
SHEET INDEX
ELEVATIONS
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ROOF PLAN
A-4
T.W.S. — ELECTRICAL PLAN
A— 5
DETAILS AND SPECS
� A-6
GENERAL SPECIFICATIONS A-6.1
SITE PLAN — DRAINAGE A--.7
6"
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Digitally signed by Orlando Perez J r. AR
0014354 State of Florida
DN: 1
n=0rlando Perez Jr. AR 0014354
State of Florida, o=Printed copies of the
document are not considered signed
and sealed and all SHA-1 authenticatior
code must be verified on any electronic
copies., ou=The item has been
electronically signed and sealed using a
SHA-1 authentication codes.,
email=architectopjr@yahoo.com, c=US
Date: 2021-09.14 0853*29-04'00'
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JOB NO.:
CAD FILE: 21 _355
DATE:
JULY 26, 2021
A-1
ELEVATIONS
LEFT SIDE
SCALE 1 4"
1 ' 0"
s —
ETH
IN ACCORDANCE
HE 2020 FLORIDA
G CODES -
H EDITION
4" SLAB (MADE
1/2"_ DRYWALL WITH
N1E: INSTTALL r x 4" PT. *ENCONC.
RMAX IS USED FOR INSULATION
11
1 P.T. TO BLOCK
; .
•R ;�.
III=I I !=1 ! I=1 �. 101=1 � I —I
PRESS. TREATED WOOD BUgC
i ► . r d•
' ` •
PER TABLE 2 ON A-6
e + I I -I
p
•
IC x 20" CONC F%
R fir: ►
METAL. THRESHOLD
W/ (2) #5 RODS (ANT.
EX1EA10R DOOR
CEMENT PLASTER
FOOTING DETAIL
A
BUCK WAII
SCALE: 1/2" = 1'-0"
DOOR JAM TO BLOCK DETAIL SCALE: 1" =
1'-0"
4" CONC.. SLAB
1 f �ORYWG1Ll WITH
1 P T TO 0.0%
11=1 ! 1=1 I
— MARBLE
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le X 16" CONC FTG. E i#III1#11�19�i !I__
_,_-_
METAL SASH
W/ (2) #5 RODS CONT.
•
7TECASTSWI.
1-4"
RAM
CMONr
FOOTING DETAIL
BLOCK WALL
PRESSURE TREATED WOOD BILK
B
PER TABLE 2 ON A-6
- SCALE: 1/r = 1'-0"
WINDOW JAM TO BLOCK DETAIL SCALE: 1" =
V-0"
4" OONC. SLAB
/��� � ./WILR `�
NL�J�1 ��
•. • ,•,
• .. $ Ir
,R f'
GARAGE DOOR BUCK PER
-III III -III ! I I-1 I .I
��- ON STRUC1IiJRAI.
�
IV X 16 CONIC FTG.
INC 1R11M
W/ (2) J5 RODS CANT.
CEMENT PLASTER
am WALL
FOOTING DETAIL
c _—
GARAGE DOOR JAM DETAIL SCALE: 1-1/'2" =
1'-0"
14:V SUE.1/r = 1'-0"
1DRYWALL WITH
4' CONC. SLAB WAX
1/rP T. TO BLOCK
PRESS TREATED MOOD BUICK
PRE TABLE 2 ON A-6
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III -I I I_I 1 I I • =i 11=lTI=� R
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SL GL DOOR TRACK SEE
DETANS FROM MINIM
II
r THK1(EN EDGE I II I ; I { I LI
_
W/ (1) #5 ROD IIII i
2-1D
8"
CEMENT PLAM
BLOCK
THICKEN EDGE DETAIL
S.G.D. JAM TO BLOCK DETAIL
SCALE: 1" =
1'— 0"
\tV SCALE: 1/r = 1'-0"
12" MIN. OVERLAP
FOUNDATION NOTES:
1. FOR MISSED REBAR DRILL 8" x 3/4" HOLE IN CONt RLM
CLEAN HOLE FREE OF ALL DUST AND DEBRIS. FLL WITH
EPDXY, THEN NNSERT #i BAR WITH M1N1M 25" LAP.
2, FOR MISSED J-BOLT DRILL 1/2" x DEPTH OF APPROPRIATE
BOND BEAM PER SCHEDULE
I
ANGM CLEAN HOLE FREE OF ALL DUST AND DEBRIS
INSERT 1/r x V REDHEAD ANCHOR UNLESS NOTED 01HERNSE.
12" MIN OVERLAP
I
3. FOOTING DOVE BARS SHALL BE PROVDED FOR ALL REQUITED
REINFORCING IN THE FOLLOWING LOCATIONS:
AT ALL CORERS
AT EACH SIDE OF EACH OPENING OYER 6'-O"
— -
AT ALL OTHER REQUIRED VERTICAL WALL REINFORCING
AT ALL GIRDER BEARING LOCATIONS
(1) #5 VERT. FROM BEAM I
i
STEEL TO FTG. STEEL
RACE FILED CELL W/ (1) #5 ROD FROM
F001ING TO BEAM UNDER ALL t,1RDER TRUSSES
ALLSTEEL REINFORCING SHALL BE CI" 60
STEPPED BEAM DETAIL
SCALE:1 /2"1 "-0"
UNLEss NOTED 01HONSE.
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•
12'-6f4
51'-4"
32'-0" 1. 19'-4"
f
14'-8" 1 -4 19'-4"
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TYPICAL S-1 0
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S-1 (TYPICAL) I �°
4" SLAB W/ 3,OOxl P.S.I. CANc. RECESS 3.5 II NK/ I • j
W/ 6X6 110/10 YLW? M. REIWORCWG
OVER .6 MIL VISQUEEN BARRER
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ON TERMITE TREATED MECHANICALLY A.H.U. FREEZER a VENT
11 COMPACTED FL.L. ElD I I
5'-4" 7'-8" I 2'-5
• ' • �, o '
I ( LOAD BEARING PAR111 � ' 4!,e S.Y.P.#2 POST ac
I I
BATTEN INSULATION W00
A is I 2e� •.
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18"X116'x8' GONG BLK. OOUNMi �
" BARS VERT. 8'-8" •
16 -4 (3)115
INDICATES A GIRDER
,_4" 8 I
F-1 Ill A I •
24°id4•xl2" DEEP PAD 3111l IDFIgP PAD • I — FRS _ I
W/ (4) #5 BARS Fir;. W/ /5 BARS -
EACH WAY (TWAT) EACH WAY (TIPICllI)
------__ ------ -- HB
Q3 '16070 O.H. GARAGE DOOR _
ADD BECIll Gli BAR
16'-4" 14'-0" 21_6" 16'-0" ,>'-6" Tm W FOOAIG BARS
30'-4" 21'-0"
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CAD nM-
21-355
DATE:
JULY 26, 2021
A-2
FOUNDATION
ILE COP DESIGN IN ACCORDANCE
WITH THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
WINDOW SCHEDULE
� P PER A9CEi-16� 16o MPH, ID�06t>RE C, AM,1 DONVQt1ED TO ALLOWABLE STRESS OESIt81
PRESStBiES tllSMi6 0.8W UOiAD FACiQt. lbetE�1241nH
MAR
SIZE
CODE
PRODUCT
DESCRIPTION
WINDOW
WIDTH HEIGHT
VNND
ZONE PRESSURE
WIND-BORNE
DEBRIS PROTECTION
FL PRODUCT
APPRovAI_
QTY
O
25 SH
PGT
38"
63"
4
+27.7 -30.0
IMPACT
21637.E
2
5
+27.7 -37.0
O
35 SH
PGT
54"
63
4
+27.7 -30.0
IMPACT
21637.E
2
5
+27.7 -37.0
O
H35 SH
PGT
27"
63"
4
+27.7 -30.0
IMPACT
21639.fi
2
5
+27.7 -37.0
D�
H33 SH
PGT
27"
39"
4
+27.7 -30.0
IMPACT
21637.E
2
5
+27.7 -37.0
OE
23 SH
PGT
38"
39"
4
+27.7 -30.0
IMPACT
21637.E
1
5
+27.7 -37.0
0
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51'-4"
32'-0" 19'-4"
r
PLAN NOTES: • 3'-6 12'-6" 14'-8"
1.) SEE EXTERIOR BDA11ON SHEET FOR DETAILS OF ALIERNAIE W DOW
AIZRANGEIr�l M ENTRY WALKS AKI ADDITIONAL VALK& O
2.) KITCHEN KNEE WAIL 42-1/f TO TOP USING fx4' A 25 SH
TOP PLATE.
1) MEDICINE CABINETS OPENING 14'x1B" TOP OF • I •EGESS
• • • • - - - - - - - - - - - te"xlo"xe" CONG _ • • i-
OPE M 0 72' / 5' OFF WALL
4:) JOB MUST BE BROOM SYrEPT EVERYDAY. (3)' BARS VFW I
5.) VERIFY ROUGH OPENING DIMENSIONS FOR ALL ° I
I
6.) PROVIDE AND DOORS. DEAD WOOD IN ATTIC FOR; OVERFEAD '-� "
m, I
GARAGE DOOR HARDWARE `� 0 f.� I : i to cV
�i 1 I 0 � 00 to
7.) INSTALL SMOOTH WALLS IN KITCHEN AND ALL : N 1 0 v- 0
BATHROOM AREAS. 0 ° ; C-W FAT " I o M O
&) DRYWALL CWNG IS APPLIED TO TRUSSES 1 -10 4'-2" 4'-2" 5'-10" I 2'-10" 16'-6" W F-, U
AT 24 O.C. USE 5/8' DRYWALL OR 1/2' SAG
RESISTANT PER SEC. 702.3.5. I a H r rn
� ,_" 4._" I O� L I
• 11 8 4 QH35 SH 2 OC H35 SH I B� 35 SH HB U/! p
r.: r •� • EGRESS --- ---------- -- AJ
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cc O ..
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of �+�j' � 8' nAT CELM z 79
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w
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1 8'-C" FLIT CEM.N16 � = c
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2BB8
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0 7'-10" 3' 10" 16'-4" 13'-4" �5'4" 4'-8" _
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O
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REF. SPACE
1 12'-0" N 18'-t3" 20'-8�" t° <C -c a 00-aa�ONoC
M Q
RANGE AIDE IiSTAtI 1-311ACK 901D MOOD I I zee8 v G'
• MICRO _ Sr-W FAT CMAD 2O NWIIS DOM LNG AND GARAGE. I I j 0 � 8
= HOOD n I I{ Q o a
a'-o" FAT cE�Lwc I I 4'xl(r a,
oar. Sup
THE GARAGE SHALL BE SEPARATED FROM THE •
SINK I I RESDENCE & ATTIC BY NOT LESS THAN 1/2'
• GYPSUM BOARD APPLED TO THE GARAGE SIDE N
WNVD DESIGN PARES PER ASCE7-16 �� HB DW ; I I EXCAPE DOOR ° 4'_0" 0
00
USE AN ENTIRELY NEW SYSTEM WiCH PROVDE SAFETY GLAZING "IN 24 - - ATTIC
ACM -
CMI NOT BE COMPARED TO OLDER CODES. FROM EXR DOOR. FBC 2406.4.2 ° ° ° ° ° ° - - - ' Z ul
ALL PRODUCTS SHOULD HAVE DOCUM NTATUN PROVDE SAFETY GLAZING AT BATH" E 23 SH �B 5 SOH 1 0j 0
UPDATED TO ASCE7-18 METHODS.IRw OD I in U 0
FBC 2406.4.5 1 6'-4" 10'-0" 14'-1" 6'-0" R3 N Lo
NMIAAICE31E� F11 °
M Z 0 dam'
RaFLAT CELM -
I ° ° - -- - - - - - - • ° a'-W FLIT CM" N O < C*4
P w I- A -
lrxrmtCONKBUCCgW .v ----- - -------- • Z Z
(3) 05 BARS WRT
• I 0 W i
16 8'--8" 3'-4" I z O
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f \ W
f HB
O 16068 O.H. GARAGE DOOR
16'-4" 14'-0" 2'-6" 16'-0" 2'-6"
30'-4" 21'-0'> .LOB NO.:
CAD FlLE:
21-355
51'-4" -
DATE:
JULY 26, 2021
FLOOR PLAN SCALE: 1 /4 = 1 -�0
A-3
FLOOR PLAN
I .. DESIGN IN ACCORDANCE
WITH THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
AREA CALCULATION
UNDER A/C AREA
=1,718
S.F.
ENCLOSED
GARAGE AREA =
518
S.F.
ENCLOSED
ENTRY AREA =
70
S.F.
PARTIALLY
ENCLOSED
LANAI AREA = 181 S.F.
TOTAL AREA
= 2,487
S.F.
DOOR SCHEDULE
� PRES518iES PER A9CE7-1$y 160 MPN, IEioPOs�xiE C, Alq t�ONNEitTEI1 In ALLAWABLE STRESS DESIGM
PRESSI�ES US81G Q� LAr1D FACIA% Vbed�•124 MPH
MAR
SIZE
PRODUCT
DOOR
VMND
WIND-BORNE
FL PRODUGT
QTY
COpE
DESCRIPTION
WIDTH HEIGHT
ZONE PRESSURE
DEBRIS PROTECTION
APPROVAL
O
3068
PGT
36"
80"
4
+24.4 -26.7
IMPACT
20-0427.03
1
5
+24.4 -30.6
O
PGT
36"
80"
4
+24.4 -26.7
IMPACT
20-0427.03
1
5
+24.4 -30.6
UILTO-6N SHA
CLOPAY
192"
80"
4&5
+23.3/-26.0
IMPACT
FL16546.1
1
O.IH.G.D.
CABINET BACKING
KITCHEN
UPPER TOP � 84"
BASE TOP ®35"
MASTEIR BATH
UPPER
BASE- TOP �35"
GUEST BATH
UPPER
BASE- TOP �31"
LAUNDIRY RM.
UPPER TOP ®84"
BASE- TOP ®35"
DOOR HEADERS
6'-8"
BIFOLD
HEADER
HEIGHT
82" A.F.F.
6'-8"
SWING
HEADER
HEIGHT
82-1/2" A.F.F.
8'-0"
SWING
HEADER
HEIGHT
98-1/2" A.F.F.
8'-0"
BIFOLD
HEADER
HEIGHT
98" A.F.F.
1: AT WALL AREA ABOVE LINTEL TO BOND
BEAM, USE HOOKED #5 RODS VERTICAL,
SPAM PER K*RAL WAIL REINFORM
INTO TOP OF BOND BEAM.
2: AT SIMNG DOORS, USE Y RECESS STYLE
LINTELS F NEEDED FOR RCKIGH OPENING.
FED VERIFY.
3: AT HELD ADDED REINFORCING BARS,
WEND BOTTOM BAR 24' BEYOND OPEN W
BOTTOM CHORD BRACING DETAIL_
INTERMEDIATE X—BRACING
20'-0" O.C. MAX SCALE NO SCALE
(1) #5 ROD
cc
r• d i . i
KNOCK OUT BOND
BEAM BLOCKS
BEAM DETAIL
XML. 31e = 1,-0"
' (1) #5 ROD
_ KNOCK( OUT BOND • • , •- `
• .,• • ' A•
BEAM BLOCKS • t .
e BEAM DETAIL
SCALE: 3/r - 1--0"
RODS TO EXTEND 24" PASSED WINDOW
OR DOOR OPENING ON EA. SIDE.
TRUSS BRACING NOTES
1. PROVIDE BOTTOM CHORD BRACING AT MORE THAN 15 FEET
CENTERS BOTTOM CHORD BRACING SHOULD BE LOCATED
CLOSE TO BOTTOM CHORD PANEL POINTS WHERE SPACING PERMITS.
2 LEAVE ALL TEMPORARY BRACING IN PLACE TO BECOME A PART OF
THE PERMANENT BRACING SYSTEM.
3. ALL BRACING GUIDUNES SET FORTH IN HIB-91 FORM TRUSS PLATE
INS11iUiE TO BE INCORPORATED INTO ROOF SYSTEM.
,BRACES TO
IS NAILED 0
V (2) 16d NAILS
�) 2l#X6M WITH
>) 16d NAILS
10d NAILS
016" O.C.
ELSEWHERE
11\VJJ %x 1 t—n o 1 L kill
TYPICAL VALLEY CONNECTION
NAILING PATTERN SHALL BE 2-ROWS 16d NAILS ® 6' O.C.
STAGGERED OVERLAP PLATES
AT CORNERS & SECURE WITH
(2) 16d NAILS
2"X4" SYP #2 STUDS
0 16" O.C.
TAP'% MI A TP" Pt.— . -- — —.— . .. -- . —.. . — .... . .
CONNECTOR
SCHEDULE
CONCRETE / MASONRY
CONNECTORS
WOOD / WOOD
CONNECTORS
UPLIFTS Q# TO 1810f
HETA-20
UPLIrm 00 TO 9901
MTS12
UPLFTS 18101 TO 23W
2-HETA-20
UPLIFTS 9W TO 1415#
HTS20
UKM 23W TO 46751
HPA-35
UPLIFTS 14151 TO 2830 j
2-HTS20
URI TS 4675f TO 5145f
2-WA-35
UPLFTS 28301 TO 4455f
HTT22
UPLIFTS 44551 TO 89101
2-HTT22
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m CAD FlLE: 21-355
DATE:
JULY 26, 2021
ROOF PLAN SCALE: 1 /4" = 1'-0" A-4
ROOF PLAN
FILE C - PY DESIGN IN ACCORDANCE
VNTH THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
ROOF SHEATHING PER SCHEDULE —
AND PER NOTES IN TABLE 3 ON A-6
TILE OR SHINGLE OVER 30f FELT
OVER 518' 4 PLY PLYWD. NTH
METAL H' CUPS. (19/32 EXPOSURE 1 C-D PLYWD.
SHEATHING GRADE OR OM OR BETTER)
WOOD TRUSSES 0 24' O.C. (TYPICAL)
DESIGNED BY DELEGATED TRUSS ENGINEER.
STRAP AT TRUSS PER
ROOF FRAMING PLAN
CEILING ON LANAI PER NOTES 10
IN TABLE 1 ON A-6
LANAI/ENTRY ROOF ASSEMBLY NOT TO SCALE
TILE OR SHINGLE ROOF OVER 301 FELT
OVER 518' 4 PLY PLYWD. WITH
METAL H' CUPS. (19/32 EXPOSURE 1
C-D PLYWD. SHEATHING GRADE OR OSB
OR BETTER.)
PRE-ENGINEERED APPROVED TRUSSES
0 24' O.C. (TYPICAL)
TRUSS ANCHORS 0 EVERY TRUSS
BEND OVER TOP OF EVERY TRUSS
INSTALL SIMPSON STRONG -TIE jHETA20
FOR ALL UPLIFT UNDER 1.800 LBS. --
ALUM. FASCIA �
2'X6' SUB FASCIA
LATH AND S10000 SOFFIT
DECORATIVE FINISH ON
CONC. BLOCK WALL -
STRUCT. CONC. SILLS.
SET IN MORTAR
8'X8'X16' CONC. BLOCK
16'x20' CONC. FTG. —
W/ (2) #5 BARS CONT.
TYPICAL WALL SECTION
1 /2' SAG RESISTANT DRYWALL I CEILING
0 24' O.C. WITH TEXTURED FINISH.
BOND BEAM WITH
(1) #5 ROD CONT.
1'X4' P.T. STRIP.
�—PRECAST LENTAL BEAM
WITH (1) 15 ROD
1'X4' BEVELED P.T. BLOCKING
TOP & BOTH SIDES.
TYPICAL INSTALLATION OF ALUM.
SINGLE -HUNG WINDOW WITH SCREEN.
1/2' DRYWALL WITH TEXTURED WALLS.
SILL SET IN MORTAR
1'X2' P.T. FURRING STRIPS 0 16' O.C.
WITH R4.1 INSULATION.
FIL10C :..,
• .. • i l l y III I I I I l i
4' CONC. SLAB 3,000 P.S.I.
W/ 6X6 110/10 W.W.M. REINFORCING
-- �— OVER 6 MIL VISQUEEN BARRIER WITH
TEKTITE TREATED MECHANICALLY
COMPACTED FILL
SCALE: 3/4" = 1'-0"
ELECTRICAL -LEGEND
Lej
ELECTRICAL METER
ELECTRICAI. PAR
0
O
_
120 V AW71M BOX
�-
SINGLE RECEPTACLE OUTLET
nO V RECEPTACLE OUTLET
4-PLEX RECEPTACLE OUTLET
DUPLEX RECEPTACLE OUTLET
1/2 Some DUPLEX OUTLET
G.F.L DUPLEX RECfPT.
-69T
-
VIER SMTCH
+Gn
GFI SMICH
+9- C
DINER SM1CH
_603
3 WAY SMTCH
4016
SINGLE POLE SMTCH
®
SD
AC/ X SMOKE DETECTOR
TO BE NMOMIEC'1ED
ANY RESIDENT HAVING A FOSSIL-EU MG
HEATER OR APPLIANCE, A FIREPLACE, OR
AN ATTACHED GARAGE SHALL HAVE AN
OPERATIONAL CARBON MONOXIDE ALARM
NSTALLED WHIN 10 FEET OF EACH
ROOM USED FOR SLEEPING PUMES.
PER RULE 9B-3.04 72
t'e
TELEPHONE OUTLET
-�
TELEVISION RECEPTION OUTLET
SURFACE MONIED CUM LIGHT
0
RECESSED LENT
10
WALL MITD. BRACKET LIGHT
4bP
MOIKNI DETECT LT. do CAMERA - CAD 6
E)QiAUST FAN VM LIGHT
.U.Z
TRACK MID. LIGHTS
D
A/C DISOONIECT
FO
PUSH BUTTON / DOOR BELL (DB)
®
KEYPAD
Q
INiEIm OUTLET
FA-1
ALARM
W.P.
WATER PROOF
V.P.
VAPOR PROOF
-!
4 BUGS R.108 EDIT LIGHT
�0--+
2 BULBS FLUORMW LIGHT
CUM FAN
CMA FAN WTH
LIGHT FIXTURE
NOTE»
NOT ALL SYMBOLS ARE USED FOR THIS PROJECT.
ELECTRICAL NOTES:
ARC -FAULT CIRCUIT -INTERRUPTERS AND TAMPER -
RESISTANT RECEPTACLES SHALL BE INSTALLED
IN DWELLING UNITS PER NEC 210.12 AND 406.11
ALL ELECTRICAL EQUIPMENT TO BE SET AT OR
ABOVE BASE FLOOD ELEVATION.
ALL OUTLETS IN WET AREAS AND ALL EAR
OUTLETS TO BE GFI'S.
MALL PHONE, T.V., AND INTERNET PER CONTRACT.
ELECTRICAL NOTES:
1. ALL WQRK SHALL COMPLY WITH THE LATEST EDITION ON �H� "N TONAL ELECTRICAL CODE" (NEC)
& THE 2020 FLORIDA BUILDING CODE — SEVENTH EDITION FBC��'PROVED.
2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND
3. INDOORS CONDUIT SHALL BE EMT.
4. OUTDOORS UNDERGROUND CONDUITS SHALL BE SCHEDULE-40 PVC UNDER PAVED AREAS.
5. CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP. FOR A COMPLETE ELEC. INST.
IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS.
6. ELECTRICAL CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. FIXTURES.
7. ELECTRICAL CONTRACTOR TO PROVIDE TELEPHONE LINES, T.V., ANTENA AND INTERNET.
8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR.
9. ALL UGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED.
TYPICAL MOTION LT.
11
TYPICAL MOTION LT. TWA SOFFIT LT.
ELECTRICAL PLAN
TYPICAL SOFFIT LT.
RUN EMPTY CONDUIT TO FEED FUTURE SHED
SNATCH MATH MOTION DETECT. LIGHTS
I
I
I
\ TOPICAL SOFFIT LT.r
TYPICAL MOTION LT.
1*04
TYPICAL MOTION LT.
SCALE: 1 /4" - 1'-O"
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JOB NO.:
CAD FlLE:
21-355
DATE:
JULY 26, 2021
A-5
M— ELECT
DESIGN IN ACCORDANCE
WITH THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
RESIDENTIAL SPECIFICATIONS
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
THE JOB SITE PRIOR TO, COMMENCING WORK. THE CONTRACTOR SHALL
REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
ATTACH AND ACCOMMODATE OTHER WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
DETAIL IS SHOWN.
• ti f •, 1• ti •� �' 1' 1 �'� M I 1 1 1
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
STRUCTURAL DRAWINGS.
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
ENGINEER IN WITTING, THE INSTALLATION OF THE FASTENERS
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
AND EQUIVALENT STRENGTH PRODUCT.
7. TREATED WOOD REQUIREMENTS: -
Ali WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
OR NATURALLY RESISTA 4T TO DECAY.
ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
PRESSURE TREATED.
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
TO DETERMINE ERECTION I PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
SHALL BE 5/8" DRYWALL OR 1 /2" SAG RESISTANT PER SEC. 702.3.5
10. LANAI CEILINGS & COVERED ENTRY CEILINGS
1"X4" STRIPPING 016" O.C. FASTENED WITH (2) 8d NAILS TO EACH TRUSS. 5/8"
EXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
SCREWS 0 6" O.C. EDGE AND FIELD.
DOOR AND WINDOW ANCHORAGE
ANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL
WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
SYSTEM IN A MANNER SPECIFIED BY THE PUBUSHED MANUFACTURER'S
UTERATURE. THERE SHALL BE NO SUBSTITU11ON OF ALTERNATE FASTENINGS UNLESS
MASONRY
(BAY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
�QLIiON 11�OPENI11G
WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
AND INTO THE MASONRY, THE BUCK MATERIAL IS SIMPLY A SPACER. THE BUCK MAY
BE FASTENED WITH "T" NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2-1 /4" MIN.
WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
WITH
(IF, FLANGED
FASTENING MIG�TO�E MASONRY WITH THE /4S SHALL BE MASONRY SCREWS
0 24" OC AND 6" FROM EACH END.
WOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
TO THE PUBUSHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
FASTENER TO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
GENERAL ROOF ASSEMBLY
ROOF SHEATHING
SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 40/20 OR BETTER.
INSTALL PANELS WITH LONG
DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
SHEETS SHALL BE MAINTAINED. INSTALL "H" CUPS Al UNSUPPORTED PANEL EDGES.
THE ROOF SHEATHING SHALL BE NAILED WITH 8d RING SHANK NAILS 0 4" O.C. EDGE AND
0 6" O.C. FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS
WITHOUT SPOTTING. RING SHANK NAILS PER R803.2.3.1 - 0.1113" NOMINAL SHANK DIAMETER,
RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER
FULL ROUND HEAD, 2" NAIL LENGTH.
FLASHING
FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STOI.0179 INCHES THICK,
26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAUGE
ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
INSTALLATION SHALL CONFORM TO SECTION R905 2.8 (1 TO 5).
DRIP EDGE
DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
LAPPED A MINIMUM OF 3" 0 JOINTS. THE OUTSIDE EDGE SHAM EXTEND A MINIMUM OF 1/2"
BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
EDGE SHALL E� FASTENED AT NO MORE THAN 4" CENTERS. THERE SHAM BE A
MINIMUM OF 4 WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
WOOD FRAMING.-
1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED
PER NATIONAL DESIGN SPECIFICATIONS
FOR WOOD CONSTRUCTION.
2. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM
GRADES SHALL BE USED:
A. INTERIOR BEARING WALLS SYP #2
B. RAFTERS, JOISTS, HEADERS AND EIS SYP J2.
EXTERIOR BEARING WALLS,
3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED TO
WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR
NATURALLY RESISTANT TO DECAY. ALL WOOD TOUCHING
MASONRY OR CONCRETE SHALL BE ISOLATED,
PRESSURE TREATED.
4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES
AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND
SUITED FOR EACH APPUCATION. FASTENING SUBJECT
TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM
A-153-80, OR STAINLESS STEEL
5. ALL METAL CONNECTIONS AND FABRICATIONS SHAD_
COMPLY WITH RISC SPECIFICATIONS.
6. SOUD BLOCK ALL JOISTS AND RAFTERS AT POINTS
OF SUPPORT.
7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY
WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR
WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR
METAL PLATE WOOD TRUSSES AND ATTIC 100.
8. All TRUSSES SHALL BE DESIGNED AND CERTIFIED BY
THE TRUSS MANUFACTURER'S STATE OF FLORIDA
REGISTERED ENGINEER.
9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFAC'
TURER TO ENSURE THAT ADEQUATE BEARING IS
IS PROVIDED AT END REAC11ONS OF ALL GIRDER
TRUSSES.
10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
TO THE CONTRACTOR AND DESIGNER FOR REVIEW
AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
OF DIMENSIONS, MATERIALS AND CONDITIONS.
11. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO
PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL
SURFACE FROM FLOOR TO CEILING.
12. BRACE TRUSSES DURING ERECTION AND AFTER
PERMANENT INSTALLATION TO COMPLY WITH
TPI BWY-76.
13. MICRO -LAMS (OR EQUAL PARALAMS, LVL'S, ETC.) SHALL
BE USED WHERE SPECIFIED ON ENGINEERED PLANS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED
TO THE WEATHER SHALL BE PROTECTED BY THE
INSTALLATION OF 26 GA., MIN., GALVANIZED STEEL
FLASHING.
14. SPLICES IN MULTI -BOARD CONTINUOS BEAMS SHALL
BE ALLOWED FOR ONE BOAR ONLY PER SPAN
AND ONLY AT THE QUARTER POINT OF THE SPAN,
UNLESS SHOWN OTHERWISE.
15. SPACE FRAMING OF ARCHES UNDER TIE BEAM SHALL BE
FILL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE.
ASPHALT SHINGLE ROOF SPEC'S
SHINGLES
301 FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT
SHINGLES SHALL HAVE SELF SEALING STRIPS OR BE INTERLOCKING AND
COMPLY WI1H ASTM D 225 OR D3462, AND SHALL BE SECURED TO THE
ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM
OF 2 FASTENERS PER SHINGLE TAB. AND SHALL IN NO CASE BE FASTENED
WI LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.
INSTALLATION SHALL COMPLY WITH THE MANUFACTURES REQUIREMENTS FOR
INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DE1FR111Nm BY
ASTM D 3161.
FASTENERS
FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F 1667, AND
SHALL BE MADE OF GALVANIZED STEEL, STAINLESS STEEL OR ALUMINUM WITH
A MINIMUM SHANK SIZE OF 12 GAUGE 0.105 INCHES)WITH A MINIMUM 3/8 INCH
DIAMETER HEAD AND SHALL BE OF A LENGTH TO PENETRATE THE
SHEATHING.
THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE
REQUIREMENTS OF ASTM A 641, CLASS I, OR EQUAL, AND SHALL BE
CORROSION RESISTANT BY COATING ELECTRO GALVANIZATION, MECHANICAL
GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF
STAINLESS STEEL, NON FERROUS METAL.
M1512 EACH
(2) 2'x12' S.Y.P.J2
HEW
W S.YP.i2 BL C
MlXXF OF SlW
L
SEE FOUNDAIION FOR SIZE OF MOM
MT rm NAN.ED WITH
(18)10d NA,S AND
5/8" ANCHOR BOLT
fW SYP.
BLOOM
.. 7 r 1:' 71 • 1 I • ry 3:
HP GNmER
TRUSS a TRUSS ANCHORS 0 EVERY TRUSS
BEND OyER TOP OF EVERY 1RUSS
IISTALL SLIM P'" STRONG-lE JHETA20
FOR ALL. UPLIFT UNDER IAD [K
SEE SHEET A-4 FOR ALL OTHER COR CTORS.
M11786
iImill:j
DECORAIWE FNSH ON
CONG BLOC( WALL
f W PRESS 1REAlED W. JAM WI1H
SP�,O 1-3/4' PMIMAIIC 11RIV01 NAILS
Sm W/ 0.097 SHANK DIA. OR GREATER
n START f FROM ENDS & 8' O.C. TYP
L
41C S.Y.P.' BEAIOIG POST
WD1H TO MATCH HIP GNtDFR
41C (LAN.)
TYPICAL LOAD BEARING WALL SCALE: 3/4" = V--0m
8" X8 mr CONC. LN.+O(2(
WALL
1/2"X1O" T BOLTS VM
f WIDE X 1 MCK WASHERS
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JOB NO.: --71
CAD FILE:
21-355
DATE:
JULY 26, 2021
A-6
DTLS/SPECS
DESIGN IN ACCORDANCE
PILF MATH THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
1. GENERAL•
� of calisl�cTloN
5.2 MIXING aF ooNaElE:
(E) THE AB�IE PROTECTNNE ootiERINGs ARE A MNIMLNM BUT PROTECTION 9NALL NDT
3. CONSTRUCTION DETAILS:
STRUCTURAL STEEL NOTES AND SPEgFlCATIONS:
1.1 DESEGNI AND OONSiRUC110N SHALL Ef N OONPUANtE METH THE FLORDl1
A THE CONTRACTOR SHALL NOT PROCEED METH THE OONSTRUCTION OF
(A) JOB MiXNG CtMitXTEtE SilAll NOT 8E PBBITIED UNLESS 1tE
BE LESS THAN REQIIIED POR FNiE-RE5LS11VE RA1N65`
BINla16 OODE 20taD SLEVBIIH ®IiI011. IYEIDitBt15 AND IEiESiONS lO 11E
COE Ii�INF18i15 AND AS SET FORE( BY�DM6 tEiTpAI.
FgNNDAIIpiS OR SEPt]RS'iRUCiURE MAHOUT PERIIISSONI FROM THE ARCNIIEC'T
AFTER REtEPT BY 1FE ARq#iECT OF VEIiFTCA110N OF THE SAIBSt1RFACE
PIRI)F'OR7DNS. EQUI'ME>'IT AND ME1hIODS ARE APPitONED BY 1hE AttC111111ECT.
CONgT£lE TESTS SHALL � REQURED AT THE RATE OF ONE TEST FOFt EACH
CIIAK
(F� THE CONiRACTOR SIW,L PRO�iNE THE NECCESSARY IF�� COtICRE'IE
BLOCK, AND MSiELLNEOUS RE>HDRt�IT Fat 1HEB�� ORBWMK F
(AFENFORCED ) tONCREIE SMALL COMPLY METH THE REQURDENTS 51:T FaRTH N
1 GENERAL:
1.1 FABRICA110N AND FRECiKN OF S11RlICIURN. STEEL SHALL BE AS REQINRED N
2. REGISTERED ARCHITECT.
CONDfiIONS AND GEOLOGY. SHOIND THE CONDI110NS DEFER FROM ASSUMED
CAPAATY AHD llf MtgITECT SPIRIT. tf NOIIFED �EDUIELY.
a'NOR��
FIVE tXDIC YARDS qt aR EACH 11E COIigEIE IS MDR
{B) READY -IUD CI�K SHN1.8E iJ� Af0 DEIJVERED N ACCORDANCE
S1Ei1 MERE BAR SLIPPORiS USED li SLABS, BEAMS AND OOLNJNNiS SLIALL BE tM.11
C, PLASi� PROTECiED.
THAT SECTION.
(8) SE001�-NATO MA90iRY UNITS SIW.L NOT BE USED UNLESS THEY CONFORM TO
THE REQI�NIENTS OF THIS SECTION, ARE Si01ED HAVE BEDi 1HOROl1CHI.Y
THE 511RUC1URN. ORIVMIN6S, SgIDULES, AND NOTES.
MR. ORLANDO PEREZ JR.
13052 SM t33 CT, MUUN, FL 33186
NOT PROCEED METH lif aDNiS�TRUC110N tX`
(B) TFE CON1RACSIFERSIIUCIIURE
FOUNDA110NS OR N1ilOUT PE1lNNSSiONI FROM THE AIRCFNiECT
AKHnEM REWW
UPON 1tE COMPLETION OF ANY NECESSARY 10 lh�
NTH THE REQlN1REMENTS aF THE STANDARD SPEtEICA110NS FOR READY -NIXED
ASiM t:94
(C)a�I"gTE ST}IJiLL BE REIENPERE) AFTER R HAS TAKEN AN NITIAJL SET
�OIXII51RUC110N J01115:
ALL OONSTRUCTION JONTS SENOIIN ON THE STRI1Cil1RAl DRAMNGS SHALL BE
CLEANED, AND TIRE APPROVED FOR USE BY 11E ARQN�ECT.
(C) BOND SHALL EIE FRONDED BY LAPPNG UNNTS N SNUCCESSIVE VERTICAL
t.2 TFE CONTRACTOR AND SIFlU�C1lRAl STEEL FABRICATOR SHALL S�iNEY ALL
�� DET1SEi, 9CiEDUI� AND SHOP ORAMNlGS FTXt M�ELL,ANIEOl1S
FOUNDA110N PLANS RESOLING FROM THE GEO'IECHMCAL EN6�ER'S REPORT
NOR SMALL ANY BA1T21 CXt POR110N 1tEREOF 11E DEPOSITED N FORMS MARE
hl
NCaTPORAIED TO FAgJTATE a JONTS NOT DETALED CX! THE
COURSES N A OOMMEON RUNNN6 BOlO PATIERNL
(D) HORQONTAL AtD VEiCRCAI. JONt15 SFWI. � THREE-EI6HiHS OF NI NCH 1HgQi�S
S1m. � CTNDNS NOT SLILY SIIONN OR OE51piED BY 1NE NtCiIIECT
MGOUS S1EFl AND aONEC110NS SHALL BE DESIGNED Alp OETALID BY
THE F'qJ O�tG PARiES REt'EJNED Tt! HERaI ARE OEFNN�D AS FOLLOWS
EYALUATKINS AND R�OEM�O�IDAiKINS,, REVLSED PLANS SHALL BE ISSUED F+O�
THAN OIE MED Otf-HALF HOIXtS AFTER THE MDONG OF THAT PNRTIC'tAAR
S1RIlCR1RAL DRATNI6S SHAL). BE IAG��AN,ED ON SHOP ORAMIGS AID
TOR. SfIOP DRAWNGS SWY1 H SUBIMTiEU TO 1tE IIRGIIECT FOR
A ODEk RETEt To 1111.E BLDCMt aN THIS SLEET
ARCHIECT SEE TITLE BLOgC
glMIETiCEMEi1T a' CIXISIITLICTI0�1.
BATON HAS COMMDiCm
APPROVED BY THE ARgI1ECT.
(B) JOMITS NOT NDICATED ON THE PLANS SiiAll 8E 90 MADE Alp LOCATED AS TD
NMu�
�
A�PPRFOVAI,.
c ooNTRACTD�
REINFORCED CONCRETE NOTES AND SPEgFlCAl10NS:
� coNNEYaG
A OONC2iETE SMiAII BE CONVEYED FROM 1FE MDIER 10 THE PUKE OF IFMIAL
LEAST LNPAR THE sTRENGIH OF THE � HERE A JONT Is 1D eE MADE:
1NE SURFACE OF THE OaiCRE1E SHALL BE THOROUGHLY CLEANED AND ALL LARANCE
•
1 IXIERIOR WALLS OF UNIT MA90NRY SHALL HAVE A MNMl1M 11CIOESS OF
2 STANDARDS:
21 Dom, FABRICATNIN, AND FlEG110NI OF S'RUCIIRN. S1FIl. BE N ACOORDMICE
2.3 ALL SUBMITTALS 10 AND/bR REQURED Q'Y B� SHALL BE MADE 1FROUGNI
1. GENERAL'
OEP061T BY MEiNIODS NIiCH MLL PREVENT St:PARA110N OR TOGS OF THE MAiERIAIS
VERIICAI. JON1S SFIALL BE 1HOROl1611Y Ml11ED, AND St06tED N1N A
EIGHT NCifS, UNLESS O11ER1MSE NOTED.
NTH 11EE FglOrNiG STNpNpvS:
THE AlpiliECT, APPROVALS FROMNEH1ECi REQURED BY OCGNEER SHALL BE
1.1 RENFORCED CONCiEIE SWILL 8E CIF THE MAiEAIALS� -PROPORAONS, 51ROIGiH,
AND pDNISI5IENCY REQIRED N 1tE S11RlICR1RAl MMIGS, S'tNmUIES AND
(B) EQUNI�EMT FNt CHUiNIG, PUMPNG, Mp PNEUMATICN.I.Y CONVEiING
OONCXTEIE SHN.L BE tE SUCH SRE AND AS 10 ENSURE PRACTNCNIY
GOAT OF BEAT COfIiT GROUT MIEDIAiELY BEFOtfaD�UGrn� OF
(2) llf MAXMNIM AREA OF wNJ. PANELS OF 8 NCHES 11#CK INBT MA90NRY AS
gEQ�p a wm 1iIZDU6N
NOTES.
OESEGtI A
OIDNIITIIOIIS FIRM ff OONt1TE1E AT THE DEIIVER1f Etp SEPARA110N OF TIE MAIIEIIALS
(C) AT LEAST 1MI0 HOURS MUST ELAPSE AFTER N
t)OLLN�tiS tlt WALLS BEFORE DEPCLSI11iG N EIFJtMS 61pERS, BRi�OOUNMN
MEASIITED BE1W®i THE CONCRETE MENDERS NIGH FRAME 1tE PANE( SUCH AS lE
BEAMS AND THE CClL1NAMS,, SltAll. NOT EXCEED 258 SQUARE FEET, UNIfSS
2.2 SPECF1CA110NS FtIR 11E FABRiCA110N EiECBONI OF S11RUC11RAL
STEEL
CRITERIA:
4 OEP06111NG
CAPITALS, AND iIAUNKMfS SHALL EE oDNISDERm AS PART OF THE SYSTI�1
OTIIERMTSE
FOR BINI.Dab.i (EFFECiIVEp��NI�VENDER 1,1978�1C(y.L11Ni6 THE RISC„ El6iltFl
3. DESK�II
�. STANDARDS:
�A) GONtSiEiE SHALL BE DEP0611ED AS NEARLY AS PItlIC1DABlE N ITS IFNAI
loon
NLMCAIED N TIE S11RI1C11lRAL DRAMTNGS4
EDi110N.
art <QADS
AND SSiI�ALLLL 8E PUVCED IIONOUTHICNJ.Y TFEREMi1H.
(e) NIASOINtY �IIRNG MULLS SHALL � RENF'ORCED rN1H AN APPROVED NQ B
• IWffS � PSf
21 DESIgd AND OONSTRUCTDN OF REINFORCED CONCRETE SHALL EfE N
POSITION 10 AVOp SECXiEGAIiON DUE TO HANDLNrG tXt FLOW.. THE
(D) OONS1RUt;iION JON15 N FLOORSi SHALL � IACAIED NEAR THE MDDLE SPAN
(ADDER -TYPE IVTEFAHICAIFD S1EL:1-NRE �R UD N EVERY SIEOOIp
2,3 S11M1CItRAL EI.DNG,
M�0(DANCE NTH THE Fi01.LOWN6 STAIpARDS.
CONCRETE SHAl1 BE GARBED ON AT SNKXN A RATE THAT THE CONCRETE LS AT
ALL 1MES PLASIIG AND THE
OF SLLABS, BEAMS, � GIRDERS EXCEPT HERE SUCH S1BEAMS, OR tMiOERS
'NHCH
iNORIZaNTAI JOMT, STARING NiN THE SECOIO JONT ABOVE THE BEARII6 SURFACE.
SiRUC111tI1L EWIE, COD -STEEL AN5 D1.1.
3.2 MISCgJ.ANEaUS DEAD LOADS
2.2 BINiDti6 CODE REQIIIREMFli15 FOR REINFORCED COIEpEIE
HAMS READILY NTO SPACES BEiME:EN THE BARS.
CARRY CONCM:NIR111ED LOAD6, N CASE 11E Lt>CA aF (X1N51Rl1CRON1
ilprZONTAI MALL RI]NEORCQENT SHALLAP SDt NgES.
SPECE1CA110N FOIL TMt1D116 SHEET S1ELl. N S11RtICRIAE'S, AMIG Di.3.
8' CMI KLS:L
Aq 318.
NO CONCRETE THAT HAS BEfll CONTAMNAIED BY FORETGNI MAIERUMS SHALL BE
JON15 SHALL � DEFFRMNED BY EIpMEER ANALYSIS.
(C) TE 8E11M5`
uNwtww 5O PSF
RENfORCED; GROUTED Mt1" 81 PSF
23 MANUAL OF STANDARD PRACIK:E F+OR DETAE,N� RENFORCED CONtNEiE
S1RUCIURES Ad 315.
DEP06T1ED ON 1NE WORK.
(B) MEEN CONCRETE IS STARTED, 0 SHALL BE GARBED oN AS A CONINUOUS
(E) HORIZONTAL CONS1Rl1C110N J09iTS SHALL NOT BE PERNMTIED N WALLS AND
BEIWS UNLESS SHOEBI N THE SiRVORRAL DRAMS, tXt APPROVED BY 111E
1 A lE BEAM � RENFOR(ED OONCREIE SHALL H PLACED N ALL MALL
MASONIRY, AT EACH FLAORMRk11EL AND AT SUCtI NiERMEDIAiE LEVELS AS MUiY�
24 STANDARD FOR QUALFK,AIION ff N1DNG PROCEDURES
AND MQDOS FOR
REIPaRCm, GRtIUIED Md' ti2 PSF
24 STANDARD SPECE1CAlION FDR DEFORMED BIlET S1EE1. BARS FOR OON1CRElE
QP,�R�TION UN1N.1tE PLACNG OF 11E PANEL OR SEC110N LS (XEPLETED. THE
ARpI1E�CT.
iEQINED 10 LINT 11E 11CAL HEDHTS qF THE MASOIRiY LNR1S TOTS FEET
PPNtG Np iUBNG,, AN5 63�Q
RE>NEORCH, GR'OUIED V2"� 85 PSF
REINFDRCELENIT AS1M A815�
i�u'' �u�a''I�E SHALL BE 6ENERAILY LEVEL.
UI�tFSS OMW NtiED, TE BEAILS 91N1 BE REQUIED NEAE NDIGtTED N THE
GROUTED �4 68 PSf
2.5 STANDARD SE'ECEICAIION FOR COLD-DRAMN S1Ef1 CIE FDR Rk�ORI;EMENT
{C) ALL OONCRETE S�LAIJ. BE THOROl1gEY OOMPACiED BY SUTABIE MEANS
COLtN�Mi 1E�
�Al
PLMIS.
3. MATERIAL.'
A��, ptaUlED Mt± 75 PSF
ASIM ALL2.
26 STANDARD SPECFICA'iION FbR WELDED STEEL WNE FABRIC RI]fORCEMEIiT
OURNG THE tIPERAIION OF PUCNG, ND SHALL BE TNioRa1GHLY WORKED
AROUIp THE RI�+ORCEI�OIT AND D�iBEDOm FD(it1RES AND Nln THE GOPHERS
ogalNN TES SitAll IMF OF THE ,MZE AND SPACNG NDICIgED N iif COUNMN
SE�INEDUIE_VBERE lE ARRANt,�EINT ARE NOT SPECEED. TES SHALL BE SUCH
(2) A TE BEIW SIIiAII NOT BE LESS N DIMQISONi aR Ri:NPDRQp THAN REtA1RED
3.1 S11TUCi1RAL STEEL:
t�0UN1�D 9ClD 92 PSF
THE THE
N THE PENIS NOR LESS THAN A NOMIiAI EI611T NCHES, SEUII HAVE A HEIGiiT OF
A S�IRIICIUtAL S1EE1, A51M ALB.
ASIM Ate
27 STANDARD SFECF1CAlI0N FOR GEMCAL NDNMXIURES FOR tX)NQTETE AS1M
CMF FORMS,, MLEERE CONCRETE LS PUCED N OOIUMNS OR MALTS. THE
PIJI�IG SHAL13 L BE SO CONDUCTED THAT 1FE OONGiETE NEIl NOT (PASS
THAT EVERT tXNIER AND AL1ERlII11E LCINIg1IlONAL BARS SHALL HAVE UIERAL
SUPPORT PROYDFD BY 1tE CIF A
NOR LESS 1NIMi 12 aCHES, AND SHNl BE IMTH NOr LESS TWaN FOIXt
WfORWED
S11Rl1CRlRAL TUBMG' /ISIM A5OOy GYtADE B.
(�0
150 PSF
C494
RIENIM�ORtEIrIENT FOR MORE THAN SIX FEET. SEPARATE LR1S SHAH B£
tXITNER lE NTH AN N�CI.LIDED ANCA.E OF NOT
MORE THAN 135 DEtIEfS AND NO EVVR SHALL H FAR1iNBt THAN SD( NCIfS CLEAR
REELNET)RtWiG BARS PLJItED 1Vp AT THE li9P AND T� AT 1tE BOTTOM CI€' THE
�D�CONTAN TES AT �' QG NTH 4 TES AT EACNN BEND SPAfED t QC.
3.2 FIlER METAL AND FLUX FOR MELDaG
INCITENFORCE• OONCxE1E t45 PSF
MECIINTNCAL AND C1ITICAL SYSifl1S
28 STANDARD SPECEICAIDNI Fi7R AMi-ENiRAN�MIG ADINXIURfS Fpt tON(NEiE
AS'iM C260:
THOROUq�N.Y tX�AC1ED. VEiRA1nRS MAY BE USED TO AD N THE PLAg1ENT
CIF tX>NCREIE; FRONDED THEY ARE USED UNDER EXPI]tENCm St1PERUEEON.
ON EACH SEDE ALONG THE TE (FROM S�CFI A U?ERALLY SAIPPORiED BAR.
(B) OOLLIMN TES SHALL 8E LOCATED NOT MORE THAN HALF A lE SPAtMN6 ABOVE
ST
D�iED N THE STANDARD DETAL PROVIDED. All TB TURNS MUST CONTAN CORNER
BARS AS NDICAIED N SAME DETAL
M1DMrG ELECTRODES STW,L BE E7O SERFS, ILDNG ELECTRODES AND FLUXES
SMALL CONFORM( 1rD THE APFROFfBATE AW5 SPECIFiCA110N FOR THE METHOD
(N� N FLOOR AND ROOF PLAN
U 5 PSF
3. MATERIAL AND TEST$:
3�1 PORTEND CEMENT:
THE FTXTMS DESIGNATED 10 NIHSTAN0IFER AC110N AND 1ifR AC11ONi E> NOT
08tEC1EU TO eARS, M!Y PAR10F MICH IS N CONTACT w{TH tXN�iE IMiCH
STARTED 10 TAIQ: ti5 Ml11AL SET.
THE lip OF FOOING OR SUB N AIIY STORY AND STLALL BE SPA® SUCH THAT A
TE SHN1. BE NDT MORE 1WW HNF A iE S�AtWl6 BELOM TIE tAVTESi NORI�NTAL
RENRORCEMati a HEADERS suPPCERIED ABOVE.
(3)1HE lE Ail SHAD. ff gXl11�S„ C:ONiMITY CJF THE RENPORg1G N
S1RAI611T iRMS SHALL 8E FRONDED BY LAPPNG SPl10ES NOT LESS THNi 25
ENPLOYEp
P N FLOOR LOAD6
Kq p�
PORiLNO CEMNL]iT SMALL BE TYPE I g1NFOliMNi610 THE STANDARD
SPECF1CAlIONS FOR POR'iLANp CEMElIT ASTM C{5Q
(D) NYfERE CONDITIONS MAKE COMPACTEIG DIFFICULT, tXt WHERE THE
iIEMfCFORCaET�IT LS OONGESTED BATpfS tP MORTAR OONTANNG 1NE SAME
(C) HERE BEAMS OR BtU1LyE1S FRIUE N10 ALL SUES aF A TES SEWJL
BE IERMNATED NOT MORE THAN THREE NCHES 8E1DM THE LAMEST
WAIM
3o BAR tR AS NDICAIED N THE PLAN$ CONiINITY SHALL BE PRMS
AT THE CORNERS BY BLENDNG TWO 811RS FROM EAQi DREC110N AROINp THE
3.3 USED AND DAMAGED MATERIAL:
(A) ALL S1EEl. SEWL BE SRAK4IT AND TRUE AND ANY SECTION DAMAGED TD BE OUT
SELL 120 PSF
PIRCIPORTIONIS OF CENENIT 10 �lllp USED N THE OONCRETE SHN1. FIST BE
N SUCFI BEAMS OR 8ttA1�CE1S.
OOiTNEit 3D NCM�AS NDICAIm N THE PLANS OR BY ADONrG BARS NTH
OF StIAPE SHALL NOT BE USED S1EEl PREVIgNSLY USED OR FABRICIt1FD FOR IISE
3,3 HD �p (�D �)
3.2 OONIgEiE A�iE6AlES`
NORMAL. MAXMNM SQE ff CQIIRSE AG6REGAlES 511ALL NOT BE LAR(,ER THAN
DEPOSITED N THE FT�IS 1T) A DEPTH OF AT LEAST t� NCH.
8.1p189(ELLLANEOUS RI�E'ORt�IT OETA4S:
EQUVALEIET LAP NIGH EXIBD EACH MAY FRtNI THE OONTwIAiY
AT 1tE COLUwMNS SIU81. BE FRONDED BY COITIN�N1M16 NIOR�ONTAMOMENT L
OR FABRICATED N FRRgt SHALL NOT BE USED 0(tIEPT MEM THE APPROVAL OF
THE ARgN1EC1: FM1ID HOLES OR NE1DS SHALL NOT BE OON�ALE>li S1IRNGHiE)ED
ASiCE �18 CiiAP1ER B SEE CALGNA110N5` 16O MPH
11REE-QUARTERS OF MI Npl AG6REGAlES USED N tONCREiE SHALL CONFORM
5,5 CURNG
NiERIOR AND EX1ET80R HgBZONTAI. LAPPED 0018ER BARS 91ALL PROYDE AT ALL
1FR000H OOLINNS OR BY BO�DNG HpiIZONTAL RIENpORtMlG,1NE t)OLIN�MIS A
pSTANCE OF t8 MtCFES OR AS NDICAiED N 1NE PLANS►
0R, REiEMPEtiED. hTRE-Bl1R1ED S"tEEI SHN.L NOT 8E t1SED EXCEPT NE1H TNIE
I1uROVAI OF 1FE ARCHiECT.
MPORTANCE FACTOR I
10 THE STANDARD SE'ECEICAIIOMS FOR CONCRETE AGCXtEGAIES AS1M C33�
SHiALL WASHED AND
N
ONCITETE
A CURNEG COwPOTMO SHALL BE APPLED TO 1}E 1T)P OF '6'REEN" CAGGREGATES
AS AFTER
�MM�RJF�AC1lC1RER�'S
OORNERS 1D MA1TXt llf SEZ� 1AND StPAt;116 OF ILORQONTAL FOO111G MALT.
(� gIAN6fS N LEVEL OF lE BEAMS SEW1. BE MADE AT OOLLANNiS,
EXP05Ut� C
�RECO �Q�A1�K�
MA90NNiY Bpp B^ OR CONS, lE BEAMS RENFORCBQIiS.
(UI�A�1'S
3.4 TE"51S`
OF ONE BY
CONTAN NOT MIRE TII�AN�ONE�TNLEI�iN1 P� SALT NrF]GH�T.
F'0� SPECFiCA�110NSAND
N� YES AND Sw�ILL�NO � � FROM{ B�Y'�Y
WOOIX
(A)1FE Di(NIFf,R MAY' tEQIIIE TESTS AND OR MiLL �OOR0610 OETERMNE TILE
SIIEMNT AGGREGATE GRADATIONS TO THE ENtNEOt FOR APPROVAL
SPECEICATIONS FOR CURNG COMPOUNIDS SHALL BE Sl18ttNT1ED TO Tif
1 SHCRN6 AND RE5INORNG aF OONS'iRUC110NN:
�A;
FELT, OR ANY OTHER MAIERW. WNNgI MAY PREVENT Bqp, FELT PAPER OR O1NER
QUAUTY OF MAiERIALS,11f 00615 OF SEICNI TESTS SNNJ. BE ASSUIrEU BY 1!E
ARCHITECT FOR APPROVA- ALTERNATIVELY, CtX�It�TE SHAH
THE 51�ORIiG SYSTEM STiAIl BE IX� BY A OOMPEIDlT AND EXPEREItCEn
MEANS MAY BE USED 10 PAEIENIT CELLS FROM Fllli6 METH CONCRETE, FRONDED
CONIRAC.TaR.
3,3 HITTER
8E KEPT N A NT OOND1110N FOR THE FRST 24 HOURS AFTER PIJVCFIENT, AND
ARCH1ECf QUNJFED BY BQi6 REGULARLY ENT�ANID FOR AT LEAST FIVE YEARS a
THAT THE MATEiIAL IS NOT NDER THAN 11E NDTH of THE CELLS AND Is OET�RE55ED
4 CONSTRUCTION:
NDIIiG FOR OOtigiETE SHALL BE POTINMFiRCaIi�NIC AND FREE FROM NlJURIt1US
SHALL BE MANTAN�ED N A MOIST OONDI110N FOR AT LEAST Tiff FNTr,�T �EVEaI
DESIGN AND aSTAUAnoN of Si1tERNG AND RLSINoIaNG sYSTEMs FOR ooNtTTE11E
m PREVENT OIS"PLJICOENIT.
4. MINIMUM THICKNESS OF MATERIALS:
4.1 ffNQtAL: ODNISiRIlC110N METHODS, PIROCfDIRE'S, AND SEQUDCCES ARE 1NE
AMOUNTS tF q D���ALKAUS,� MATERIALS,, OR SIDSTIWCES
THAT MAY BE TO aR ITEINFORCEMENIT.
D11Y5 AFTER PIACNG�
OON'5fRUCRON SMJiR lO THE REQl1NLEliEH15 OF 1NMS PROECT.
(B) THE SHORNG SYSTEM DESIGN NOD NSTALUIKIN SHALL BE N ACCORDANgE
NCEM
D QLASES„ AND OPENNR
�13 UNITS MA90lRY MALLS REQl1RED 10 8E A MNMUM CIF 8 NCHES 1HCK, Sxlgl
41 TIE MNIVMIM 1N1pGESS OF MAlE18Al SWILL NOT 8E LESS THAN AS SET FrKt'IH N
TFE APPLICABLE STNhDARDS, tR AS tEQUIED N THE S'1tttNCiURAI DRAMNGS
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JOB NO.:
CAD FlL E:
21-355
JULY 26, 2021
A-6.1
SPECS.
N IN ACCORDANCE
FI � THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
06
RESPONSBUTY OF 11E tXNRRACTOR.INE CXNIRACIOR SHALL TAIOE THE NECESSARY 5.6 IIOT MEA1tER RIAUITd0i15 NTH 1NE FCIlOWNG` AS EXTERIOR FRE MALLS, AND BEAJNIG WAIA
mmss 0-4 00
THE SHOP THE C
PLo UBLISHED
Ld
sm
PLYWOOD:
PORTION OF THE S11tlIC1URE MFERE THE QLES110NIABLE CONCRETE HAS BEEN (C) SUM N BEAMS, tIROERS, AND STABS NOT SINOMN N PLANS TYPE MMNNiI AVERAGE SREN6ILI, PSI MEASLIiMiG NOT LESS THAN 1Wo 11REE NtMLES. 4.1 PLYWOOD USED FOR FlDOIt;i SHALL BE 3 4' S1RlNC I CD TONGUE