HomeMy WebLinkAbout711 Bay Ave 17-103 PlansW1 IiiA 14x36v l
JAN 0 5 209
P]
-PROVED PLANS
FUG. DEPT. '
Ok to enclose carport as shown on plan.
Meets area and dimension regulations for
SR -1 zoning district. Per Schedule H, must
maintain a minimum of 2 parking spaces
per dwelling unit.
EPDXIED INTO EXISTING FOONNG
WITH 6" EMBEDMENT (MIN.)
FOOTINGS HAVE BEEN DESIGNED FOR A SCALE: 1/4" = V-0"
SOIL BEARING PRESSURE OF 2,000 PSF
Residential
Carport Enclosure
711 S. Bay Avenue
Sanford, FL 32771
ALL DIMENSIONS ARE FRAMING DIMENSIONS NOT SHEET INDEX
FINISH ROOM DIMENSIONS. WRITTEN DIMENSIONS
TAKE PRESIDENCE OVER SCALED DIMENSIONS. AS-BUILTS & FOUNDATION & NEW FLOOR PLAN 1
ELEVATIONS & STRUCTURAL DETAILS 2
MC°RD COPY AREA TABULATIONS
EXISTING PROPOSED CHANGE
LIVING UNDER AIR 11048 S.F. 1,309 S.F. +261 S.F.
UNCONDIONED AREA 586 S.F. 325 S.F. -261 S.F.
GRAND TOTAL 1,634 S.F. 1,634 S.F. 000 S.F.
REVIEWED FOR CODE COMPLIANCE
PLANS EXA ER
DATE
SANFORD BUit-DIN_ DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE WIT F
THE WORK AND THORITY TO VIOLATE, CANCEL, ALTER OR SS
ET
ASu�E ::vv OF n.r• t4(1�IISIOMg n�THE TECHNICAL
COOL'S. rd=1R S *'-• •• "St% r•;G= Ur : PEHMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
JIR
RF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATRECTION TIIONS OF HIS CODE
ELECTRICAL LEGEND
CEILING FAN
$ SINGLE POLE SWITCH
O CEILING MOUNT
UJ WALL MOUNT
GFCI
ll
6 GFCI OUTLET
llso
6 DUPLEX OUTLET
� SMOKE DETECTOR
CO CARDETECT OXIDE
DETECTOR
'SDI+WOE h 0'-7" DINE 0' 7 _
0 V +0,-0,.
UTILITY- UTILITY
26 ROOM 26 ROOM
BATH
N
BATH
�
W/ FIBER MESH
NEW 3,000 P.S.I.FOOTER
1' 4"
#5 REBAR
N I
REMOVE
W/ (2) #5 REABAR CONT.
DOWELS PER
I�
II
WINDOWS �I
�I
I
EXI.`3TING
DETAIL
PACE
3.) Ceiling box in a bedroom is required to be
II
'
II
II
II
I
REMOVE BEAMS AND COLUMNS II
CONCRETE SLAB
installed for ceiling fan use and supported
II
II
II
�I
1n accordance and box marked as such
10' of each sleeping room. (R315)
CARPORT
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Low voltage chime transformer shall be
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CARPORT
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� 11_2" N
FAMILY] ROOM
N
II FAMILY ROOM
N
recreation rooms, closets, hallways, or
5
(2)#5REBAR'W/
'
+01-011
similar rooms. (Article 210.12 (B))
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II
= II
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BEARING CAPACITY. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND ENGINEER
I
PROVIDE SHORING WHILE I I
IF THE MINIMUM CAPACITY IS NOT PRESEN F PRIOR TO FOOTING INSTALLATIOIN.
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WORK IS BEING PERFORMED I I
II
2.1 FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
II
II
CUT & REMOVE V-4" WIDE II
II
4.; FOOTING REINFORCING STEEL SHALL HAVE 3" MINIMUM GROUT COVER.
WIDE CONCRETE SLAB
30
=____-________=
5.) FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF.
30
6 f ktA�RkpTT fyI/ 61 j 4I �TFFIT/1 FA1 iC wi
a(,'•i'sr.:aF II.,iACr
6.) ALL CONCRETE SLABS HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,(J00 PSI @ 28 DAYS.
1, ;. r=rat,�.:,,'.J y� }y
24 SH
IItF
121-611
12 6
24 SH
II
II"
ENTRY
ENTRY
�I 12 -6
II
II
@ 28 DAYS.
II
II
II
II
e00D r � WLIGV Agm(ozIM004 P /0
SCALE: 1/4" = V-0" SCALE: 1/4" = V-0"
SHIELDS DESIGNS HEREBY EXPRESSLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED Oct
COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT OF STEVEN E. SHIELDS, NOR ARE THEY TO BE ASSIGNED TO AN'(
PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
STRUCTURAL FRAMING NOTES
1.) ALL LUNIBER TO BE SOUTHERN FINE #2 OF MOISTURE 1990.
EXIERICR LUN15ER TO BE PRESSURE TREATED
2.) AIL IN TERIOR STUDS SHALL DE 2x 4 (2 x6 WHERE INDICATED)
#2 SPRUCE e_ 15" o.C.
3.) ALLBOTTO%I PLATES SHALLUE 2x#2PTPINE.
4.) ALL CONNECT IONS OF S IUD WALLS TO ELOCX WALLS
SHALL HAVER I x6#2 FINE BORATE TREATED BETWEEN.
DINE �-7"
COo • UTILITY
26 ROOM
•
11 MITT=
s.D.
BATH R. & S.
�n
FILL-IN WINDOW � N 60B. F. q
qA
90TH 64" A.F.F.
FAMILY ROOM �f
O. -o" BEDROOM #3
7'-8" CLG. -TILE
01-101,FILL-IN WINDOW
95 REBAR Y
DOWELS PER
DETAIL
PACE
30
24 SH II 24 SH 24 SH
11 -37.0 P. S.
-37.0 P.S.F.
ENTRY II 91-21 31-411
31.411
I
lI 12'-611
VICIVTYMAP
INSULATION NOTES
1.) CEILING IN CATHEDRAL AREA SHALL
BE R-38 BATTS OTHER AREAS WILL
R-38 BLOWN -IN.
2.) EXTERIOR WOOD WALLS WILL BE
R-21 MIN.
3.) KNEE WALLS WILL BE R-21 BATTS.
4.) WINDOWS ARE DOUBLE INSULATED
WITH Lo E GLASS AND A THERMAL
PERFORMANCE OF U -FACTOR 0.54
AND SHGC FACTOR 0.33
Electrical Notes:
1.) Smoke detectors shall be interconnected
so that the activation of any smoke detector
shall cause all smoke detectors to sound.
Smoke detectors shall be equipped with
a monitored battery back-up and labeled
NEW (1) #5 REBAR
4" CONCRETE SLAB VERTICAL DOWEL
W/ FIBER MESH EPDXIED INTO SLAB
EXISTING 4" W/ MIN. 6" EMBEDMENT &
CCNCRETE SLAB MAX. 6' o.c. W/ MIN. 25" LAPS
GRADE coo
C) z
N
N<
6 MIL. VISQUEEN ;J,;.� ,,r
V-4" NEW 3,000 P.S.I.FOOTER
W/ (2) #5 REABAR CONT.
W/ MIN. 25" LAPS
EF -20 x 16 -2 DETAIL
SCALE: 1/2" = V-0"
NEW 4"
CONCRETE SLAB
In accordance with UL 217,
6 MIL. VISQUEEN
(1) #5 REBAR
W/ FIBER MESH
NEW 3,000 P.S.I.FOOTER
1' 4"
#5 REBAR
VERTICAL DOWEL
W/ (2) #5 REABAR CONT.
DOWELS PER
EPDXIED INTO SLAB
EXI.`3TING
DETAIL
PACE
3.) Ceiling box in a bedroom is required to be
o
W/ MIN. 6" EMBEDMENT &
CONCRETE SLAB
installed for ceiling fan use and supported
MAX. 6' o.c. W/ MIN. 25" LAPS
1n accordance and box marked as such
10' of each sleeping room. (R315)
EXISTING FOOTING CONNECTION DETAIL
co
GRADE
Low voltage chime transformer shall be
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4.) Arc -Fault circuit interrupter provided in all
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N
family rooms, dining rooms, living rooms,
NEW FOOTING EXISTING FOOTING
parlors, libraries, dens, bedrooms, sunrooms,
FOUNDATION NOTES:
recreation rooms, closets, hallways, or
5
(2)#5REBAR'W/
'
z a
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similar rooms. (Article 210.12 (B))
3
SCALE: 1/4" = V-0" r
*UPGRADE EXISTING HOUSE'
A/C
UNIT
In accordance with UL 217,
6 MIL. VISQUEEN
2.) Smoke detectors in volume or vaulted
NEW 3,000 P.S.I.FOOTER
1' 4"
#5 REBAR
spaces shall be located within 5 feet of peak.
W/ (2) #5 REABAR CONT.
DOWELS PER
W1 MIN. 25" LAPS
DETAIL
PACE
3.) Ceiling box in a bedroom is required to be
o
TF -20 x 16 -2 DETAIL
installed for ceiling fan use and supported
1n accordance and box marked as such
10' of each sleeping room. (R315)
EXISTING FOOTING CONNECTION DETAIL
for inspection.
Low voltage chime transformer shall be
'
4.) Arc -Fault circuit interrupter provided in all
N
family rooms, dining rooms, living rooms,
NEW FOOTING EXISTING FOOTING
parlors, libraries, dens, bedrooms, sunrooms,
FOUNDATION NOTES:
recreation rooms, closets, hallways, or
5
(2)#5REBAR'W/
'
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similar rooms. (Article 210.12 (B))
3
M1,11. z APs
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1.) FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 95%. THE
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SCALE: 1/4" = V-0" r
*UPGRADE EXISTING HOUSE'
A/C
UNIT
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REVISIONS I BY
5.) Every building for which a permit for new
25" LAPS. (MIN.) 1 6' �, t2) 45 REBAR 00vVELS
V D'
is issued having fossil -fuel -burning
z' 4' "") EPDXIED INTO EXISTING FOOTING
appliance, fireplace, or an attached garage
WI H o EMBEDMENT MIN_
o
shall have a CO detector installed within
10' of each sleeping room. (R315)
EXISTING FOOTING CONNECTION DETAIL
~6.)
Low voltage chime transformer shall be
N.T.S.
JN
J
located in Hallway.
FOUNDATION NOTES:
5
7.) All receptacles shall be tamper proof per
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2011 NEC 406.11.
1.) FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 95%. THE
0
CONI RAC:I UR SHALL VERIFY 1 HAI [HE SOIL IS EI I HER VIRGIN OR HAS 95% MINIMUM
I
F
BEARING CAPACITY. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND ENGINEER
IF THE MINIMUM CAPACITY IS NOT PRESEN F PRIOR TO FOOTING INSTALLATIOIN.
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2.1 FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
3.j THE BOTTOM OF PERIMETER. LOAD BEARING FOOTINGS SHALL BE 12" MINIMUM BELOW! GRADE.
4.; FOOTING REINFORCING STEEL SHALL HAVE 3" MINIMUM GROUT COVER.
5.) FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF.
6.) ALL CONCRETE SLABS HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,(J00 PSI @ 28 DAYS.
SLABS SHALL BE REINFORCED WITH FIBER MESH ON 6 MIL. BARRIER OVER CLEAN TERMITE
TREATED COMPACTED FILL.
7.) CONCRETE FOOTING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI
@ 28 DAYS.
REINFORCE FOOTINGS WITH #5 REBAR AS INDICATED. ALL BARS SHALL BE PREFORMED, AND
SHALL CONFORM TO ASTM DESIGNATION A305, AND BE CLEAN AND FREE FROM RUST AND
SCALE. SPLICES SHAT L OVERLAP AT LEAST 25". aLL REBAR TO BE GRADE 40.
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
B.) FORCONCRErE BLOCK WALLS PROVIDE CONCRETE FILLED CELLS W'/ (1) #5 BAR VERTICALLY
EXCEED THE WIND LOAD REQUIREMENTS OF THE
CONTINUOUS FROM FOOTING TO THE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED
2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION
AS PER FOUNDATION PLAN.
SECTION R301 DESIGN CRITERIA AND ASCE 7-10.
9.) EXTEND SLAB 1-1/2" AT DOOR OPENINGS,
2014 FLORIDA BUILDING CODE EXISTING BUILDING
D1Nc
SETIONS 101.5.3, 401.1, 1001.1 & 1301.1.
6y
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
CLASSIFICATION: "ADDITION"
EXCEED THE WIND LOAD REQUIREMENTS OF THE
2014 FLORIDA FIRE PREVENTION CODE AND 2011
2014 FLORIDA BUILDING CODE RESIDENTIAL EDITIONNATIONAL
ELECTRICAL CODE.
SECTION R301 DESIGN CRITERIA AND ASCE 7-10.�<P2014
J
FLORIDA BUILDING CODE EXISTING BUILDING
SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1.
1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND
CLASSIFICATION - "Addition" #1 7 - 1 0 3
SPEED (Vult) AND 108 MPH (Vasd).
2014 FLORIDA FIRE PREVENTION CODE AND 2011
2. RISK CATEGORY 2
NATIONAL ELECTRICAL CODE.
James E. Saizan, Architect
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V)
1. BASIC WIND SPEED = 139 MPH ULTIMATE'WIND
3. WIND EXPOSURE= CATEGORY C
SPEED (VDIt) AND 106 MPH (Vasd). FL Reg. AR10054
4. INTERNAL PRESSURE COEFFICIENT FOR
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE 902 W. Timberland Trail
ENCLOSED BUILDINGS IS .18 AND HEIGHT &
3. WIND EXPOSURE= CATEGORY C Altamonte Springs, FL 32714
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDINGS 13 .18 AND HEIGHT & (407) 730-3154
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
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REVISIONS I BY
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DRAWN BY:
STEVEN E. SHIELDS
DRAWING
Carport Enclosure
DATE
December 1, 2016
SCALE
AS SHOWN
MODEL NAME:
Williams Residence
SHEET
1 2
OF SHEETS
II Y_A3Vo:. !t r'
QUALITY PRECAST COMPANY
QUALITY PRECAST COMPANY
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"STRONG" ON SERVICE
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' P.O. Box 11 - Brandon, FUr7da 33509-0011
TAMPA DISTRICT
ORLANDO DISTRICT PASCO-HERNANDO DISTRICT
DISPATCH
DISPATCH DISPATCH
813.665.5615 Hillshomugh
407.87/.1000 Metro Orlando 813 920-3942
727.821.6227 Pir ollas
383228.2112 lhlusia
863.425.3070 Polk
DISPATCH
DISPATCH
W IvTV,qualityprecast.coin
DISTRIBUTORS FOR:
UISTRIBUIURS FOR:
LOTT'S CONCRETE PRODUCTS,INC.
COMMERCIAL CONCRETE PRODUCTS, INC./ 1�VEKIINA CONCRETE PRODUCTS
FL 5092
QUALITY PRECAST CO. FL 1618 - R2
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FL 1774 - R2
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TABLE No. 8
w wiv.qual i typreca.st.Coln
GRAVITY & UPLIFT
DIST316DTOR5 FOR:
SAFE LOADS (PLF)
LOTT'S CONCRETE PROOUCTS,INC.
8'x 24" CONIPOSITE LINTELS
PARK LINTEL CLEAR
LINTEL
GRAVITY SAFE LOAD
No. LENGTH SPAN
TYPE
SOLID SOLID
3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE
W
TABLE 115
�" 2. CATEGORY2
902 W. Timberland Trail
DFETAL B DETAIL D
L-11 T-6" U'-2"
PRECAST
s3a
L-3 4'-0" 2'-8"
PRECAST
1674
QUALITY PRECAST COMPANY
STD. 100 DEGREE HOOK
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NEW
SILL
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11 - Erandm Florida 33509-0011
1
TAMPA DISTRICT
ORLANDO DISTRICT PASCO-HERNANDO
DISTRICT
DISPATCH
DISPATCH
DISPATCH
813.0'85.5615 Hi11cl cmugh
437.877.1Cr,D Metro Odb do
813-920-3942
727 821.6227 Vrellas
383228.2112 VO-Ssia
1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL
803:125.3070 Polk
.41' r1V'II�6 AZ��
6 MIL. VISQUEEN
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DISTRIOUTCR5 FOR:
DIST316DTOR5 FOR:
CONTINUOUS W/
LOTT'S CONCRETE PROOUCTS,INC.
COMMERCIAL CONCRETE PRODUCTS, INCJ
41/ERIIYA CONCRETE PRODUCTS
FI -5092
QUALITY PRECAST CO.
FL 1413 -R2
FL 177: - R2
3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE
W
TABLE 115
�" 2. CATEGORY2
902 W. Timberland Trail
GRAVI FY & UPLIFT
NS
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE
SAFE LOADS (FLF)
4.) DRIVE 95 REBAR HOOK W/ 6" EMBEDMENT (MIN.)
Altamonte Springs, FL 32714
8'X 16' RECESSED UOCR HEADER
4. INTERNAL PRESSURE COEFFICIENT FOR
MARK
TOTAL
CLEAR
DOOR
LINTEL
CTY
GRAVIT'YSAFELCAU
No.
LENGTH
SPAN
SIZE
TYPE
CONT REBAR
SCUD SCUD
CELL
2.6 PT BUCK
:5(1)U(1)L .ti{1)U(1;L
.1x41 BUCK
DETAIL US
U-5
4-8-
3-4'
3'-0-
PRECAST
1
11fi5
DETAIL 11BN
2'RECESS
DETAIL 1511
1.) CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL A MINUMUM
COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS.
2.) MORTAR SHALL BE TYPE "S".
3.) MASONRY UNITS SHAL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE.
4.) REINFORCING STEEL SHALL BE #5 BAR GRADE 40 UNLESS NOTED OTHERWISE.
5.) ALL MASONRY OPENING SHALL HAVE A LINTEL PER PLAN WITH
AN 8" STANDARD BEARING AT EACH END (MIN. 4" BEARING).
EXISTING EXfSTlNG
ROOF\ RAFTERS
INSULATION PER 1
ENERGY CALCS.
1/2" CEILING BOARD BOND
W/ #6-1" SCREWS @ 6"O'c• BEAM
DRYWALL W/ #6
SC �
SCREWS @ 6" ox. /
1 x 2 P.T. FURRING
OVER R -MAX
FOR 3/4" DEAD AIR R-6
SPACE
R -MAX -PLUS 3
4" CONC. SLAB
W/ FIBER MESH
EXISTING /
4" CONC. SLAB
WOOD
STD. 100 DEGREE HOOK
1 I I I
NEW
SILL
z STANDARD
BOND
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1(
3,B" BAR EACH LEG
1
7132" STIRRUPS 14;_0' C -C
(TIED OR WELDED)
n=;
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8" C.M.U.
w HOOK
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:<-.•::�:,• :;.: , :::,•:::
I>
TILE
WOOD BASE
••A"BAR
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"A.• BAR
1.1 MINIMUM COVERAGE OF STEEL 1.5-
1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL
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6 MIL. VISQUEEN
# q /
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(2) #5 REBAR
DRILL 6" INTO EXISTING FOOTING r'
CONTINUOUS W/
60 GO
MIN. 26" LAPS
�.
/ EXISTINI
FASCIA 8
PRECAST
LINTEL
@ 6'-8" A.F.F.
STRUCK BLOC
VINYL CLAD
DBL. INSULATED
LO -E GLASS
WINDOW
U - FACTOR: 0.28
SHGC - 0.20
VT - 0.39
PRECAST
SILL
GRADE
(1) #5 REBAR
VERTICAL
DOWEL @
W/ 10" HOOK
@ TOP & BOT.
6'-0" o.c.
MAX.
''POI AZ WAU cE'�Vff(V rYVAIA
SCALE: 1/2" = 1' - 0'I
+."..n�±l ool. rcas+ �:� APPA .... •,..
EMBEDMENT Lv STANDARD
PER 203.33 HOOK
--FOOTING
REINFORCING 3" MIN.
COVER
ONE STORY MASONRY WALL
N.T.S.
SPECIFIED COMPOSITE LINTEL DEPTH IS
THE MINIMUM ACCEPTABLE. ANY EXTRA
COURSES OF BLOCK ABOVE LINTEL ARE
ACCEPTABLE AS LONG AS ALL COURSES
ABOVE P.C. LINTEL ARE FILLED W/ GROUT.
(1) n5 CORNER BAR WITH
25" LAP EACH WAY
(1) H5 VERTICAL WITH
STANDARD HOOK
8x8.1 6
x8x16 CONCRETE LINTEL
MASONRY UNIT WITH
(1)115 CONTINUOUS
8x8GROUTEDCORNER
CELL WITH (1) 95 VERTICAL
CORNER LINTEL BEAM DETAIL
N.T.S.
114"X 3" TAPCONS
MUST BE MIN. 1" FROM ALL
EXT. DOOR BUCK DETAIL WINDOW BUCK DETAIL
N.T.S. N.T.S.
DOOR FRAME TO BLOCK PER
MANUFACTURERS SPECIFICATION
WOOL CASING 1 z P.T. W NCOW BUCK ANCi ZFED TO MASCNRY
_ x5 N11 IA' DIA z 3" TAPCONS STAGGERED ., 8" o.c P IA.ANJFAC I UHtIKS SYt(:. JH 174"DIA Z L-314"
TPPCONS ;., 12" u.•_
METAL 1*#5VERT.
L MAR LE 31 LIE 'r'VOVDCVJ
,/TI IRESHCLD {
f-
1-1Ir SILL
95VERTICAL CUNEL IN POURED CELL !F
IF SHOWN ON FLOUR PLAN DOWELTJ POURCO CELL
JAMB AT EXTERIOR DOORS IF SHO'A'N ON FLOCK PLAN PRECAST G. LL
N.T.S. JAMB AT WINDOWS (HEAD SAME)
N.I.S.
STD. 100 DEGREE HOOK
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NEW
EXISTING
z STANDARD
BOND
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3,B" BAR EACH LEG
1
7132" STIRRUPS 14;_0' C -C
(TIED OR WELDED)
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THIS STRUCTUP.E HAS BEEN DESIGNED TO MEET OR
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BEAM
-
-: a:,•: 1- 1/2'I MIN.
_-_--_-
••A"BAR
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"A.• BAR
1.1 MINIMUM COVERAGE OF STEEL 1.5-
1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL
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COVER'
2014 FLORIDA BUILDING CODE EXISTING BUILDING
SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1.
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CLASSIFICATION - "Addition"
DRILL 6" INTO EXISTING FOOTING r'
2.) BLOW OR BRUSH CLEAN
60 GO
EPDXY & DRIVE #5 REBAR ----
-AND BEND VERTICAL, 25" LAPS REQUIRED
AND
�.
James E. Saizan, Architect
'I
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---
3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE
W
• • •
�" 2. CATEGORY2
902 W. Timberland Trail
NS
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE
CONT. TIE BEAM
4.) DRIVE 95 REBAR HOOK W/ 6" EMBEDMENT (MIN.)
Altamonte Springs, FL 32714
VERT. REINF.
4. INTERNAL PRESSURE COEFFICIENT FOR
ea®n
N.T.S.
ENCLOSED BUILDINGS 13 .18 AND HEIGHT &
(407) 730-3154
W/ (1) #5
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
IN GROUTED
CONT REBAR
CELL
2.6 PT BUCK
.1x41 BUCK
r'
--
77`'
REBAR
CLEANOUT REO'D
EXTERIOR
INTERIOR
I:
FOR GROUT LIFT EXTERIOR
INTERIOR
>4 FT. UNLESS
gFOOTING
DWL. IS
z
NOT REQUIRED
1f4"a2-PHILLIPS HEAD
TAFCONS 12' D.D. (MAX.)
Cn
/STAGGERED & MUST BE MIN, 1"
II;
II 5
EMBEDMENT Lv STANDARD
PER 203.33 HOOK
--FOOTING
REINFORCING 3" MIN.
COVER
ONE STORY MASONRY WALL
N.T.S.
SPECIFIED COMPOSITE LINTEL DEPTH IS
THE MINIMUM ACCEPTABLE. ANY EXTRA
COURSES OF BLOCK ABOVE LINTEL ARE
ACCEPTABLE AS LONG AS ALL COURSES
ABOVE P.C. LINTEL ARE FILLED W/ GROUT.
(1) n5 CORNER BAR WITH
25" LAP EACH WAY
(1) H5 VERTICAL WITH
STANDARD HOOK
8x8.1 6
x8x16 CONCRETE LINTEL
MASONRY UNIT WITH
(1)115 CONTINUOUS
8x8GROUTEDCORNER
CELL WITH (1) 95 VERTICAL
CORNER LINTEL BEAM DETAIL
N.T.S.
114"X 3" TAPCONS
MUST BE MIN. 1" FROM ALL
EXT. DOOR BUCK DETAIL WINDOW BUCK DETAIL
N.T.S. N.T.S.
DOOR FRAME TO BLOCK PER
MANUFACTURERS SPECIFICATION
WOOL CASING 1 z P.T. W NCOW BUCK ANCi ZFED TO MASCNRY
_ x5 N11 IA' DIA z 3" TAPCONS STAGGERED ., 8" o.c P IA.ANJFAC I UHtIKS SYt(:. JH 174"DIA Z L-314"
TPPCONS ;., 12" u.•_
METAL 1*#5VERT.
L MAR LE 31 LIE 'r'VOVDCVJ
,/TI IRESHCLD {
f-
1-1Ir SILL
95VERTICAL CUNEL IN POURED CELL !F
IF SHOWN ON FLOUR PLAN DOWELTJ POURCO CELL
JAMB AT EXTERIOR DOORS IF SHO'A'N ON FLOCK PLAN PRECAST G. LL
N.T.S. JAMB AT WINDOWS (HEAD SAME)
N.I.S.
ZIOMR (90"MI( G
SCALE: 1/4" = V-0"
Y
US
U
c�
Go
FINISH FLOOR
Z_
CD GRADE
(V Z
r �
GRADE
EXISTING
22 6 FOOTING
{MIN.) (MIN.)
NEW
FOOTING
8111
Qr
RE] AK HOOK DETAIL
N.I S
1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING FOOTING
2.) BLOW OR BRUSH CLEAN
3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE
4.) DRIVE #5 REBAR SPLICE BAR W/ 6" EMBEDMENT (MINS)
lle
SCALE: 1/2" = V- 0"
NEW EXISTING
SCALE: 1/4" = 1'-0"
\ E�
STD. 100 DEGREE HOOK
1 I I I
2 EA END OF STIRRUP W12112"
SCALE: 1/4" = V-0"
LEG EXTENSION PAST BEND (TYP.)
•
TOP LEG BAR
•
1(
3,B" BAR EACH LEG
1
7132" STIRRUPS 14;_0' C -C
(TIED OR WELDED)
REQUIRED J AND STRAIGHT WHEN NO WALL IS
PRESENT.
THIS STRUCTUP.E HAS BEEN DESIGNED TO MEET OR
1
BOTTOM STEEL tSEE SCHEDULE)
_-_--_-
••A"BAR
w
NOTE:
"A.• BAR
1.1 MINIMUM COVERAGE OF STEEL 1.5-
ZIOMR (90"MI( G
SCALE: 1/4" = V-0"
Y
US
U
c�
Go
FINISH FLOOR
Z_
CD GRADE
(V Z
r �
GRADE
EXISTING
22 6 FOOTING
{MIN.) (MIN.)
NEW
FOOTING
8111
Qr
RE] AK HOOK DETAIL
N.I S
1.) DRILL 3/4" HOLE 6" DEEP INTO EXISTING FOOTING
2.) BLOW OR BRUSH CLEAN
3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE
4.) DRIVE #5 REBAR SPLICE BAR W/ 6" EMBEDMENT (MINS)
lle
SCALE: 1/2" = V- 0"
NEW EXISTING
SCALE: 1/4" = 1'-0"
\ E�
\ExtS TING
DRILL G' INTO EXISTING LINTEL
SCALE: 1/4" = V-0"
REVISIONS I BY
DRILL G' INTO EXISTING LINTEL
SCALE: 1/4" = V-0"
EPDXY.4 & DRIVE# 5 REBAR / NOTES
6v1LD1A7C'
AND BEND VERTICAL -25" LAPS -� 11.) INSERT DOWELS VERTICAL
�
REQUIRED J AND STRAIGHT WHEN NO WALL IS
PRESENT.
THIS STRUCTUP.E HAS BEEN DESIGNED TO MEET OR
SANFORD
2.) 314" HOLE BLOW OR BRUSH CLEAN
EXCEED THE WIND LOAD REQUIREMENTS OF THE
O
w
2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION
PEI
SPLIT FACE OFBLOCK 3.) SIMPSON ET EPDXY OR ENGINEER
SECTION R301 DESIGN CRITERIA AND ASCE 7-10.
---T
g PROPER FILLED CELL LOCATION APPROVED EQUAL.
(eg. SIMPSON SET -KIT, SET -PACK)
2014 FLORIDA BUILDING CODE EXISTING BUILDING
SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1.
# q /
1
O
CLASSIFICATION - "Addition"
DRILL 6" INTO EXISTING FOOTING r'
2014 FLORIDA FIRE PREVENTION CODE AND 2011
�
EPDXY & DRIVE #5 REBAR ----
-AND BEND VERTICAL, 25" LAPS REQUIRED
AND
(NATIONAL ELECTRICAL CODE.
James E. Saizan, Architect
'I
1. BASIC VVIND SPEED = 139 MPH ULTIMATE WIND
---
SPEED (VDIt) AND 106 MPH (Vasa).
FL Reg. AR10054
• • •
�" 2. CATEGORY2
902 W. Timberland Trail
NS
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE
MISSING DOWEL DETAIL
3. WIND EXPOSURE= CATEGORY C
,�
Altamonte Springs, FL 32714
4. INTERNAL PRESSURE COEFFICIENT FOR
ea®n
N.T.S.
ENCLOSED BUILDINGS 13 .18 AND HEIGHT &
(407) 730-3154
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
REVISIONS I BY
Vl
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ISI
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ea®n
DRAWN BY:
STEVEN E. SHIELDS
DRAWING
Details
DATE
December 1, 2016
SCALE
AS SHOWN
MODEL NAME:
Williams Residence
SHEET
2 2
OF SHEETS
Residential
r
..
Carport o711 ll]lli�fllTIlli/fllU®rl Bay Avenue
i
ZINA10111111111 -TING FOOTING
. :. EN I (MIN.) Sanford, FL 32771
v - L -. POUR MIN. d" (2,500 PSI) FIBER t
t
i
SHEET INDEX
MESH CONC. OVER EXISTING CONC,
EPDXIED INTO EXISTING FOOTING
ALL DIMENSIONS ARE FRAMING DIMENSIONS NOT
TO LEVEL FLOOR t kJ
1
I
FINISH ROOM DIMENSIONS. WRITTEN DIMENSIONS
�_--
� DUPLEX OUTLET
TAKE PRESIDENCE OVER SCALED DIMENSIONS. AS -GUILTS & FOUNDATION & NEW FLOOR PLAN 1
CARDETECT OXIDE
CO
GFCI OUTLET
2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
DETECTOR
ELEVATIONS & STRUCTURAL DETAILS 2
4.; FOOTING REINFORCING STEEL SHALL HAVE 3" MINIMUM GROUT COVER.
5.) FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF.
,
3.) ALL CONCRETE SLABS HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI @ 23 DAYS.
v N
TREATED COMPACTED FILL.
FAMILY ROOM ; i W
7.) CONCRETE FOOTING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI
@ 28 DAYS.
AREA TABULATIONS
-°°
SHALL CONFORM TO ASTM DESIGNATION A305, AND BE CLEAN AND FREE FROM RUST AND
It
I
EXISTING PROPOSED CHANGE
�L
CONTINUOUS FROM FOOTING TO TIE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED
LIVING UNDER AIR 1 048 S.F. 1,309 S.F. +261 S.F.
'
UNCONDIONED AREA 586 S.F. 325 S.F. -261 S.F.
n+ tf 13 § L
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
GRAND TOTAL 1 634 S.F. 1,634 S.F. 000 S.F.
ENTRY II
�I
(2) #5 REBAR DOWELS
+0'_U1(I
EPDXIED INTO EXISTING FOOTING
} CEILING FAN
WITH 6" EMBEDMENT (MIN.}
zoz/o r104e � VZ�
FOOTINGS HAVE BEEN DESIGNED FOR A SCALE: 114" = V-0"
SOIL BEARING PRESSURE OF 2,000 PSF
1111BATH
I IN
FAMILY ROOM I
II"
.+ +0'-0..
30
UTILITY
ROOM
CARPORT
24 SH jj 12 -611
ENTRY ii
+ II
II
I I
II
ELECTRICAL LEGEND
FOUNDATION NOTES:
t
} CEILING FAN
$ SINGLE POLE SWITCH
O CEILING MOUNT
m WALL MOUNT
6 FCI
� DUPLEX OUTLET
SD
�• SMOKE DETECTOR
CARDETECT OXIDE
CO
GFCI OUTLET
2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
DETECTOR
SCALE: 1/4" = V-0" SCALE: 114" = V-0"
SHIELDS DESIGNS HEREBY EXPRESSLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR
COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT OF STEVEN E. SHIELDS, NOR ARE THEY TO BE ASSIGNED TO ANY
PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
NATIONAL PRINTFAST NO 166A 24x36 =•
STRUCTURAL FRAMING NOTES
1.) ALL LUMBER f0 BE SOU THERA PINE #20F MOISTURE 19-A
EXTERIOR LUA1BER TO BE PRESSURE IREATED
2,) ALL INTERIOR STUDS SHALL BE 2.4 (2.6 WHEi3E INUKCA7ED)
#2 BPRUCE /a 15" U.c.
3.) ?.LL BOT TOM PLATES SHALL BE 2 x 42 PT PINE.
4.) ALL CONNECTIONS OF STUD WALLS TO BLOCK TIALLS
SHALL HAVE A 1 xS#2 FINEBORATETREATEDEETwEEN.
* REDESIGNED WINDOW
& DOOR LOCATIONS
DINE -OW"
+0
+0 -0
CO
• UTILITY
26 ROOM
BATH
FILL-IN WINDOW
ti
N
FAMILY ROOM
�+01-011
FILL-IN WINDOW
30
24 SH
�ENTRY
+01-01, II
I I
I I
I I
S.D.
1
R. & S.
N 60B.F.
V
\ zzn
80TH 64" A.F.F. ((_7 }� I
BEDROOM #3--,
T-,88"]_CLG�. -TILE /
Y
#5 REBAR /
DOWELS PER
DETAIL
PACE 2
A/C
UNIT
:,:t��run�rlcz []1[IllUlifllliliS]
EGRESS
r�
�_=_ ---'lfIjL --=H
AGtw4GOD9 4PZ1 #0
SCALE: 1/4" = T-0"
*UPGRADE EXISTING HOUSE
TO SMOKE/ CARBON MONOXIDE COMBO
N5 REBAR
DOWELS PER
DETAIL
PAGE 2
O
_i
INSULATION NOTES
1.) CEILING IN CATHEDRAL AREA SHALL
BE R-38 BATTS OTHER AREAS WILL
R-38 BLOWN -IN.
2.) EXTERIOR WOOD WALLS WILL BE
R-21 MIN.
3.) KNEE WALLS WILL BE R-21 BATTS.
4.) WINDOWS ARE DOUBLE INSULATED
WITH Lo E GLASS AND A THERMAL
PERFORMANCE OF U -FACTOR 0.54
AND SHGC FACTOR 0.33
Electrical Notes -
1.) Smoke detectors shall be interconnected
so that the activation of any smoke detector
shall cause all smoke detectors to sound.
Smoke detectors shall be equipped with
a monitored battery back-up and labeled
in accordance with UL 217,
2.) Smoke detectors in volume or vaulted
spaces shall be located within 5 feet of peak.
3.) Ceiling box in a bedroom is required to be
installed for ceiling fan use and supported
in accordance and box marked as such
for inspection.
4.) Arc -Fault circuit interrupter provided in all
family rooms, dining rooms, living rooms,
parlors, libraries, dens, bedrooms, sunrooms,
recreation rooms, closets, hallways, or
similar rooms. (Article 210.12 (B))
5.) Every building for which a permit for new
is issued having fossil -fuel -burning
appliance, fireplace, or an attached garage
shall have a CO detector installed within
10' of each sleeping room. (R315)
6.) Low voltage chime transformer shall be
located in Hallway.
7.) All receptacles shall be tamper proof per
2011 NEC 406.11.
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
EXCEED THE WIND LOAD REQUIREMENTS OF THE
2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION
SECTION R301 DESIGN CRITERIA AND ASCE 7-10.
2014 FLORIDA BUILDING CODE EXISTING BUILDING
SETIONS 101.5.3, 401.1, 1001.1 & 1301.1.
CLASSIFICATION: "ADDITION"
2014 FLORIDA FIRE PREVENTION CODE AND 2011
NATIONAL ELECTRICAL CODE.
1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND
SPEED (Vult) AND 108 MPH (Vasd).
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDINGS IS .18 AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 -
NEW (1) #5 REBAR
4" CONCRETE SLAB VERTICAL DOWEL
W/ FIBER MESH EPDXIED INTO SLAB
EXISTING 4" W/ MIN. 6" EMBEDMENT &
CONCRETE SLAB MAX. 6' o. c. W/ MIN. 25" LAPS
GRADE co
N ii
6 MIL. VISQUEEN•'� IT
1'-4" NEW 3,000 P.S.I.FOOTER
W/ (2) #5 REABAR CONT.
W/ MIN. 25" LAPS
EF -20 x 16 -2 DETAIL
SCALE: 1/2" = V-0"
NEW 4" (1 } #5 REBAR
CONCRETE SLAB
W/ FIBER MESH VERTICAL DOWEL
EPDXIED INTO SLAB
W/ MIN. 6" EMBEDMENT &
EXISTING MAX. 6o.c. W/ MIN. 25" LAPS
CONCRETE SLAB
00, GRADE
6 MIL. VISQUEEN
1'-4" NEW 3,000 P.S.I.FOOTER
W/ (2) #5 REABAR CONT.
W/ MIN. 25" LAPS `
TF -20 x 16 -2 DETAIL
SCALE: 1/2" = V-0"
. f• ■■ AM
NEW FOOTING EXISTING FOOTING
(2) #5 REBAR W/
MIN. 22" LAPS
25" LAPS. (MIN.) , ti' �, (2) #5 REBAR COW ELS
p'_q^ I'111f1) EPO;tIED INTO EXISTING FOOTING
N'EroIDEDMENTrAIN.
EXISTING FOOTING CONNECTION DETAIL
N.T.S.
FOUNDATION NOTES:
t
1.1 FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 95%. THE
PO
CON I PAC I OR SHALL VERIFY I HAI I HE SOIL IS 1711 HER VIRGIN OR HAS 95% MINIMUM
V
BEARING CAPACITY. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND ENGINEER
IF THE MINIMUM CAPACITY IS NOT PRESENT PRIOR TO FOOTING INS IALLA
2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
3.) THE BOTTOM OF PERIMETER. LOAD BEARING FOOTINGS SHALL BE 12" MINIMUM BELOW GRADE.
4.; FOOTING REINFORCING STEEL SHALL HAVE 3" MINIMUM GROUT COVER.
5.) FOOTERS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2,000 PSF.
3.) ALL CONCRETE SLABS HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI @ 23 DAYS.
SLABS SHALL BE REINFORCED WITH FIBER MESH ON 6 MIL. BARRIER OVER CLEAN TERMITE
TREATED COMPACTED FILL.
7.) CONCRETE FOOTING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI
@ 28 DAYS.
REINFORCE FOO HNGS WITH #5 REBAR AS INDICATED. ALL BARS SHALL BE PREFORMED, AND
SHALL CONFORM TO ASTM DESIGNATION A305, AND BE CLEAN AND FREE FROM RUST AND
SCALE. SPLICES SHALL OVERLAP AT LEAST 25". aLL REBAR TO BE GRADE 40.
8.) FOR CONCRETE BLOCK WALLS PROVIDE CONCRETE FILLED CELLS W/ (1) #5 BAR VERTICALLY
CONTINUOUS FROM FOOTING TO TIE BEAM AT ALL CORNERS AND WHERE OTHERWISE NOTED
AS PER FOUNDATION PLAN.
9.) EXTEND SLA3 1-112" AT DOOR OPENINGS.
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
EXCEED THE WIND LOAD REQUIREMENTS OF THEOKO
2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SPNF
SECTION R301 DESIGN CRITERIA AND ASCE 7-10.
2014 FLORIDA BUILDING CODE EXISTING BUILDING
SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1.
CLASSIFICATION - "Addition"
2014 FLORIDA FIRE PREVENTION CODE AND 2011
NATIONAL ELECTRICAL CODE. James - aizan, Architect
1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND
SPEED (Vult)AND 108 MPH (Vasd). eg. AR1 0054
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY REST EE W imberland Trail
3. WIND EXPOSURE= CATEGORY C Alt me Springs, FL 32714
4. INTERNAL PRESSURE COEFFICIENT FOR `
�t'
J ENCLOSED BUILDINGS IS .18 AND HEIGHT & /LI (407),730-3154
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40, J
C°
QUALITY PRECAST COMPANY
DRILL 6" INTO EXISTING LINTEL /
"STRONG" ON SERVICE
SILL
P.O. Box i t - Erandal. Florida 33509-0011
TAMPA DISTRICT
ORLANDO DISTRICT PASCO-HERNANDO DISTRICT
DISPATCH
DISPATCH DISPATCH
613.655.5815 Hillsborough
407.877.1680 Metro Orlando 813 920-3942
727.a91.3227 Pinellas
383.228.2112 VDlusia
869425.3070 Polk
407.877.10r,D NII Uo OdandD
813-3:0-3942
WW Iv, qual i typrecast. corn
DISTRIBUTORS FOR:
DIBTRIBUIORS FOR:
LOTTS CONCRETE PRODUCTS,
INC. COMMERCIAL CCNCRETE PRODUCTS, INC./ INEKI:RA CONCRETE PRODUCTS
FL 5092
QUALITY PRECAST CO. FL 1418 - R2
/S�A�";{E-At
FL I77L - R2
DISTRIBUTORS FOR:
TABLE No. 8
GRAVITY & UPUFT
C01-1I1ERCIAL CONI) RETE PRODUCTS, 11,10
SAFE LOADS (PLF)
FL 5092
8'x 24" COJPOSITE LIN TELS
MARK LINIEL CLEAR
LINTEL GRAVITY SAFE LOAD
No. LENGTH SPAN
TYPE SOLID SOLID
A5(1:uEijL H5{t;ll;UL
DETAIL 13 DETAIL D
L-11 T-6" 6'-2"
PRECAST 338
L-3 4'-0" 2'-8"
PRECAST 1674
QUALITY PRECAST COMPANY
xl�sTING
\
DRILL 6" INTO EXISTING LINTEL /
"^TP.ONG" ON SERVICE
SILL
J)�]P.O.
Bos 11 - Brandon. Florida 33509-0011
AND STRAIGHT WHEN NO WALL IS
TAMPA DISTRICT
ORLANDO DISTRICT PASCO-HERNANDO
DISTRICT
DISPATCH
DISPATCH
DISPATCH
813.585.5815 HLISbcrough
407.877.10r,D NII Uo OdandD
813-3:0-3942
727.?21.6227 Pinellas
30 228.2112 Volusia
6"33.425.3070 Polk
AND BEND VERTICAL, 25" LAPS REQUIRED
r1.et*� x'M'"t'<Tfc-.lfiF3 i 41:(ti��l�.nl iiT �i3�
/S�A�";{E-At
u1 mulualityprecast. C01n
DISTRIBUTORS FOR:
DIST31 UTORS FOR:
LOWS CONCRETE PRODUCTS,INC.
C01-1I1ERCIAL CONI) RETE PRODUCTS, 11,10
IrVEKIIYA CONCRETE PRODUCTS
FL 5092
QUALI IY PRECAST CO.
FL KB - R2
(2) #5 REBAR
FL I774 - R2
CONTINUOUS W/
TABLE No. 15
GRAVITY & UPLIFT
SAFE LOADS (FLF)
8'x 16" RECESSED DOOR HEADER
MARK
IOTAL
CLEARDOOR
LINTEL
QTY/
GRAVITY SAFE LOAD
No-
I_NGTH
SPPN
SIZE
TYFE
SCUD SCUD
m(11UH�L x5(11U(!jL
�'R'EIT1
DETAIL DB
D-5
41-3'
S-4'
3'-0"
1155
4.
DETAIL 11611
2" RECESS
DETAIL 1611
1.) CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL A MINUMUM I
COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS.
2.) MORTAR SHALL BE TYPE 'ISI'. '
3.) MASONRY UNITS SHAL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE
4.) REINFORCING STEEL SHALL BE #5 BAR GRADE 40 UNLESS NOTED OTHERWISE.
5.) ALL MASONRY OPENING SHALL HAVE A LINTEL PER PLAN WITH
AN 8" STANDARD BEARING AT EACH END (MIN. 4" BEARING).
EXISTING EXISTING
ROOF RAFTER
INSULATION PER
ENERGY CALCS.
1/2" CEILING BOARD BOND
WI #6-1" SCREWS @ 6"o'D• BEAM
1l2" DRYWALL W/ #6
SCREWS @ 6" D.C. /
1 x 2 P.T. FURRING
OVER R -MAX
FOR 3/4" DEAD AIR R-6
SPACE
R -MAX -PLUS 3
4" CONC. SLAB
W/ FIBER MESH
EXISTING /
4" CONC. SLAB
WOOD
xl�sTING
\
DRILL 6" INTO EXISTING LINTEL /
NOTES:
SILL
4
REQUIRED
AND STRAIGHT WHEN NO WALL IS
PRESENT.
.
8" C.M.U.
1
A J1>
TILE
WOOD BASE
jl
1
DRILL 6" INTO EXISTING FOOTING
EPDXY & DRIVE #5 REBAR -N
AND BEND VERTICAL, 25" LAPS REQUIRED
r1.et*� x'M'"t'<Tfc-.lfiF3 i 41:(ti��l�.nl iiT �i3�
/S�A�";{E-At
N.T.S.
6 MIL. VISQUEEN
r rrNl.k,V,�.
(2) #5 REBAR
CONTINUOUS W/
MIN. 25" LAPS
ECJ IS FIN
FASCIA 8
PRECAST
LINTEL
@ 6'-8" A.F.F.
STRUCK BLOC
VINYL CLAD
DBL. INSULATED
LGLASS
WINDOW
U - FACTOR: 0.28
SHGC - 0.20
VT - 0.39
PRECAST
SILL
GRADE
(1) #5 REBAR
VERTICAL
DOWEL @
W/ 10" HOOK
@ TOP & BOT.
6' O" O.C.
MAX.
ffN(9 9 WAZI Q(Ei`v-ffG rY(9NA
SCALE: 1/2" = 1' - 0"
F STANDARD BOND
z LU HOOK BEAM
1 1/2'I MIN.
LU o COVER
DO
W
VERT. REINF.
IN GROUTED
CELL
CLEANOUT REQ'D
FOR GROUT LIFT EXTERIOR
U) >4 FT. UNLESS
n FOOTING DWL. IS
g NOT REQUIRED
Fn
EMBEDMENTI NA STANDARD
PER 203.33 HOOK
-FOOTING
REINFORCING 3" MIN.
COVER
ONE STORY MASONRY WALL
SPECIFIED COMPOSITE LINTEL DEPTH IS
TLJC NAINIINAI INA Af-'COTAMI C ANIV CVTOA
N.T.S
2 x 6 PT BUCK
-1x 4 F BUCK
INTERIOR EXTERIOR INTERIOR
1/4" X 3" TAPCONS
MUST BE MIN. 1" FROM ALL
114" .2-1[4` PHILLIPS HEAD
TAFCONS lin 12' 3s. (MAX.)
rAGGERED & MUST BE MIN. 1"
EXT. DOOR BUCK DETAIL WINDOW BUCK DETAIL
N.T.S. N.T.S.
(1) 85 CORNER BAR VVI TH
25" LAP EACH WAY
DOCKFRAMEOCK PER
MANUFACTURERS
SPECIFICAtION
(1) 175 VERTICAL WITH WOOD CASING i x P.T. WINDOW BUCK ANC4CCPED TO k1ASCNRY
STAN LARD HOOK 4
2.6 `f!/ 1/4" CLQ x 3" T?FGONS STAGGERED g 3'.. Mtk !A.MIJhAI:I UKLKS SF'L(:. !iK IA' DIA S L=J!4"
TFPCONS 91T' u.�
12"UR"IYALL NiARBLE3I1-L `,
✓VINDO�V
METAL �f
JJ --- ---_ /THRESHOLD
IT
B x 8 x 16 CONGREIE LINTELIT-
MASONRY UNI F W1 [H
1 N5 CON IINUOUS 1-1?saL _ f
(J :5VERTICALDOWELINPOURFDCELL
IF SHOW N ON FLOCK PLAN
8x 8 GROUIEO CORNER .5V T. DOWEL El POURED CELL NPRCCASTOLL
CELL WITH (1) 95 VERTICAL JAMB AT EXTERIOR DOORS IF sll0'NN OHFLOCR PIAN
N.T.S. ,JAMB AT WINDOWS (HEAD Sn IE)
N.T.S.
CORNER LINTEL BEAM DETAIL
NTC
SCALE: 1/4" = V-0"
SHIELDS DESIGNS HEREBY EXPRESSLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR
COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT OF STEVEN E. SHIELDS, NOR ARE THEY TO BE ASSIGNED TO ANY
PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
* REDESIGNED WINDOW
& DOOR LOCATIONS
CONT. TIE BEAM
W/ (1) #5
CONT. REBAR
0
FINISH FLOOR
Z
a0 GRADE
CZ
V
r ii
NEW EXISTING
1.) DRILL 314" HOLE 6" DEEP INTO EXISTING DOWN POUR CELL
2.) BLOW OR BRUSH CLEAN
3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE
4.) DRIVE 95 REBAR HOOK W/ 6" EMBEDMENT (MIN.)
GRADE
EXISTING
22 6 FOOTING
(h11N.) (N91 N.)
NEW
FOOTING
OIII
Q=
r --
REBAR HOOK DETAIL
N.LS
1.) DRILL 314" HOLE 6" DEEP INTO EXISTING FOOTING
2.) BLOW OR BRUSH CLEAN
3.) INJECT SIMPSON ET EPDXY (EG. SIMPSON SET -KIT, SET -PACK) INTO HOLE
p��� /�4.) DRIVES 955 REBAR/RSS
SPLICE BAR Wt 6" EMBEDMENT (MIN) e
SCALE: 1/2" = V - 0"
NEW EXISTING
-.16-
9z..9
xl�sTING
\
DRILL 6" INTO EXISTING LINTEL /
NOTES:
EPDXY I & DRIVE tT 5 REBAR
AN 3ENO VERTICAL -25" LAPS ---
1.) INSERT DOWELS VERTICAL
REQUIRED
AND STRAIGHT WHEN NO WALL IS
PRESENT.
2.) 314" HOLE BLOW OR BRUSH CLEAN
SPL IT FACE OF BLOCK
3.) SIMPSON ET EPDXY OR ENGINEER
PROPER FILLED CELL LOCATION
APPROVED EQUAL.
(eq. SIMPSON SET -KIT, SET -PACK)
DRILL 6" INTO EXISTING FOOTING
EPDXY & DRIVE #5 REBAR -N
AND BEND VERTICAL, 25" LAPS REQUIRED
MISSING DOWEL DETAIL
N.T.S.
�0�0�00�1�Qcn���a0�a
SCALE: 1/4" = V-0"
e�
v e
SCALE: 1/4" = 1'-0" �J 91Nc
R
FOS
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR SpN
2
EXCEED THE WIND LOAD REQUIREMENTS OF THE pFpAR�s
2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION
SECTION R301 DESIGN CRITERIA AND ASCE 7-10.
2014 FLORIDA BUILDING CODE EXISTING BUILDING
SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1. y� 7
CLASSIFICATION - "Addition" TT
2014 FLORIDA FIRE PREVENTION CODE AND 2011
NA IONAL ELECTRICAL CODE.
James E. Saizan, Architect
BASIC WIND SPEED = 139 MPH ULTIMATE WIND
SFEED (VDI() AND 106 MPH (Vasd). FL Reg. AR10054
2. NSCATEGORY2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE 902 W. Timberland Trail
3. WIND EXPOSURE= CATEGORY C Altamonte Springs, FL 32714
�^ 4. INTERNAL PRESSURE COEFFICIENT FOR
l ENCLOSED BUILDINGS IS .18 AND HEIGHT & (407) 730-3154
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
REVISIONS BY
March 13, 2017 SES
`ey
O
O
F
U.
V/
OW
Vl �
^, _T M
T -
DRAWN BY:
STEVEN E. SHIELDS
DRAWING
Details
DATE
December 1, 2016
SCALE
AS SHOWN
MODEL NAME:
Williams Residence
SHEET
2
OF SHEETS
moommmmommmo
xl�sTING
\
E
EI
e�
v e
SCALE: 1/4" = 1'-0" �J 91Nc
R
FOS
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR SpN
2
EXCEED THE WIND LOAD REQUIREMENTS OF THE pFpAR�s
2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION
SECTION R301 DESIGN CRITERIA AND ASCE 7-10.
2014 FLORIDA BUILDING CODE EXISTING BUILDING
SECTIONS 101.5.3, 401.1, 1001.1 & 1301.1. y� 7
CLASSIFICATION - "Addition" TT
2014 FLORIDA FIRE PREVENTION CODE AND 2011
NA IONAL ELECTRICAL CODE.
James E. Saizan, Architect
BASIC WIND SPEED = 139 MPH ULTIMATE WIND
SFEED (VDI() AND 106 MPH (Vasd). FL Reg. AR10054
2. NSCATEGORY2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE 902 W. Timberland Trail
3. WIND EXPOSURE= CATEGORY C Altamonte Springs, FL 32714
�^ 4. INTERNAL PRESSURE COEFFICIENT FOR
l ENCLOSED BUILDINGS IS .18 AND HEIGHT & (407) 730-3154
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
REVISIONS BY
March 13, 2017 SES
`ey
O
O
F
U.
V/
OW
Vl �
^, _T M
T -
DRAWN BY:
STEVEN E. SHIELDS
DRAWING
Details
DATE
December 1, 2016
SCALE
AS SHOWN
MODEL NAME:
Williams Residence
SHEET
2
OF SHEETS
moommmmommmo