HomeMy WebLinkAbout728 Osceola DrEXIST.
EXIST.
EXISTING 2xb RAFTER5
b'-4" T.O.B. 111
YJ—
T FILLED KNOCKOUT
BLOGK W/ #5 BAR
GOVT.
PRECAST LINTEL—
a
-51 MP50N LT512
R-30 I N5ULATI ON
L 2x6 ATTACHED TO
a EXI5TING RAFTERS
1 A5 5HOWN@ 24" O.G.
5/8" STUCCO FINISH -•� r: j
I
#5 BAR IN FILLED
,ELLS AS 5FIOWN II
IN PLAN
50" LAP ¢
EXISTING 8" •�
GONG. DRIVEWAY—
SLAB
EX 15T1 NG
DBL 2x T(
PLATE GG
.' DENOTES 1/4" DIA. x
3" LAG SGREW5 @ 12" O.G.
O
1/2" GYP BD
EXISTING
P.T. 2x WD STUDS
AGAINST GMU
W/ 5/8" D IA. EXP Bc
@ TOP, E30T � MIDP
----- — PRE-ENG'RED ALUM. WINDOW EXISTING
SEE MFR. SPEG5. 2X B0T PLATE GON
EX15TINO WALL
BEYOND ,rte
--- 1/2" DRYWALL ON 3/4" P.T. FURRING
16" O.G. W/ R-4 INSULATION
8" GMU
WOOD BASE
— 5" GONG. SLAB TOPPING
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PAGKED W/ EPDXY 6 ROUT
—2-45 13AR5 CONT
BOT
I BULL IT. WALL SEGTION
SGALE: 5/4= I' -O"
SC
ALE:1/4" = I'-0"
FILLED GELL ADJASGENT
8" GMU
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QUALITY PRECAST COMPANY
1 "STRONG" ON SERVICE
P.O. BOX II - BRANDON, FORIDA 53509-0011
(815) 685-5615
!,07) 877-1000 FAX: (813) 655-3240
N (904) _l_18-2112 LAKELAND (941) 4.215-3070
PINELLAS (813) 821-6227 EASTERN POLK COUNTRY (941) 421-2019
DISTRIBUTORS FOR:
LOTT'S CONCRETE PRODUCTS, INC.
P.O. BOX 771255
WINTER GARDEN, FLORIDA :54777-1255
rF'reca5t Lintel 081'xa" filled and unfilled
Total Allowable 5uperimpoeed
Load - Pounds Per Linear Foot
Mark o.
Nominal
Clear
Span
Total
Lintel
51ze
No Fill
No Steel
Filled
(I/'S
A
Filled
(2)Ir-,
5
L-1
L-2
L-3
L-4
L-5
L-6
L-1
L-8
L-9
L -IID
L-11
L-12
L-13
L-14
L-15
L-16 (R$d
L-11 (P.S.)
L-18 (P.S.)
L-19 (P.3.)
L-20 (P.S.)
L-21 (P.S.)
L-22 (P.5.)
I'6"
2'2"
2'5"
3'2"
410"
416"
5'2"
6'2"
110"
5'0"
9'2"
10'0"
1112"
120"
12'5"
13'4"
1410"
16'0"
150'
08"
20'8"
22'8"
2'10"
3'6"
4'0"
416"
514"
5110"
616"
1'6"
8'4"
5'4"
10'6"
11'4"
1216"
13'4"
141o"
1418"
1514"
11'4"
19'4"
2010"
21'4"
2410"
6191
1845
8122
4277 5413
5604
3466
4538
_4383
29171 3686
381-1
2304 2906
3010
2045 2577
2669
1122 2161
2245
1484 1865
1932
1304 1636
1696
1138 1425
1416
989 1236
1281
904 1128
1110
801 1004
1042
149 931
933
108 183
184
548 160
165
491 681
681
332 521
523
233 406
408
208 316
311
186 302
303
111 231
239
Note: (P.6.) represent precast lintels prestressed ueing
(2) 1/16" Diameter Prestresslne Strands.
WEKIWA CONCRETE PRODUCTS
P.O. Box 279
ZE1 I WOOD, FLORIDA 32798
-44 a
DETAIL "All
r -,\,DETA 11__1�EJ1_5G/1NLE:
NEV
DIA. X 6" DEEP DRILLED
HOLE PAGKED W/ EPDXY GROUT
OLTP � L�
51 5GA1 E : 5/4 - 11-011
FTG
NINE) L/ ESI 1/ I • G R I I J.-.—. R I/ a
RI5K GATEGORY
2
WIND VELOGITY
15q MPH VULT
IMPORTANGE FAGTOR
1.0
EXPOSURE CATEGORY (MMRF)
B
INTERNAL PRE55URE GOEFFIGIENT
LL1
-.Iv
GOMPONENT 4 GADDING PRESSURES
+25.q PSF
-54.-1 P5F
ALL
pqiNvom
HIC�HLIC�HTIE�
E6f E56
BD SMOKE PETEGTORS
1NIRE1? 50 THAT WHEN ONE
ALARMS I T W I L.L. ACTUATE
ALARMS ON ALL DETEGTOR5.
�� GAIz�ON MONOXIDE DETECTOR
_SME DETECTORS
WOKE E DETECTORS SHALL BE IN ALL SLEEPING
AREAS, SHILL BE INTER ONNE TE% SHALL BE
WIIN 1' TO r OF PEAK, AND SHALL. BE. 3' FROM
THE SUPPLY OR AIR STREAM, AND
EQUIPPED WTH BA°IIERY BACK -'UP.
ELEGTRICAL LECEND
0 GE I L.I N6 FAN W/ L.16i IT
'r
120 MOLT DUPLEX ouTLET
Arc Fault G ircu it Interrupter
51 NGLE POLE 5W I TGH
�} I NGANDESGENT L 10- HT
NOTE
ALL REGEPTAGLE5 SHALL DE L15TED A5 TAMPER RESISTANT.
ELEGTRIGAL NOTES:
I. ALL 120 -VOLT, SINGLE PHASE, 15 -AMP
AND 20 -AMPERE BRANCH GIRGUIT5 SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY
ROOMS, DINING ROONS, LIVING ROOM5, PARLORS, LBRARIE5, DENS, BEDROOMS, 5UNROOM5,
REGREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTEGTED
BY A LISTED ARG -FAULT GIRGUIT INTERRUPTER, GOMBINATION-TYPE, INSTALLED -r0 PROVIDE
PROTECTION OF THE BRANGH GIRGUIT RE
2. ALL 15 AMP AND 20 AMP 125 -VOLT OUTLETS USED
SHALL ALL BE TAMPER RESISTANT PER. (ARTIGLE 406.11) RECORD COPY
REVISION
-13-201
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1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING A PERMI"
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PRESSURE. SUBMIT 501 LS . REPOR.T BY FLORIDA REG 15TERED ENG 1 NEERI NG FOR LICENSE l
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ED WITH THE WORK AND NOT AS
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NOTES: SAN.
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BUILDING DIVISION
1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING A PERMI"
IV
J -1-I
SHALL BE CONSTRUED TO BEA
PRESSURE. SUBMIT 501 LS . REPOR.T BY FLORIDA REG 15TERED ENG 1 NEERI NG FOR LICENSE l
V
ED WITH THE WORK AND NOT AS
AUTHOF
REVIEW PRIOR TO FOUNDATION POUR. ASIDE AN
TY TO �
OF TH-
LATE, CANCEL, ALTER OR SET
PROVISIONS OF THE TECHNICAL
2. ALL GONGRETE WORK SHALL BE IN AGGORDANGE WITH A.G.I. 301-7q AND SHOP CODES, N(
THEE
R SHAL
ILDINC
I..L
DRAW I NG5 WI rill A.G.I . 3I J-bO. SHOP DRAW I NG5 SHALL BE SUBMITTED TO ARG H I I EC r REOUIRII
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z wcz
FOR APPROVAL PP.IOR TO FABRIGATION OR GONG. POUR. CONST
Z
0 �O
0 IL
3. GONGRETE 2b DAY 5TRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX.
Z 0
0-
AGGREGATE.
v�
U
4. RE I NFORG I NG STEEL; ASTM, A615, GRADE 60 EXGEPT STIRRUPS AND TIES MAY BE
IJ)
i.Ll III
:F-llv-\-7
GRADE 40.
<
5. STRUCTURAL DESIGN 15 BASED ON AN ENCLOSED STRUGTURE.
cO
6. DE516 N LOADS: IN ACCORDANCE WITH F.R.B.G., CHAPTER 16.
7
<I`1
��J
ROOF LIVE LOAD: 20 P.S.F.
q
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O
K N19 L.OAD5: IN AGGORDANGE IN/ F.R',3.G 2014 5TH EDITION FOR
r
\
INTERIOR PARTIONS: 5 P.S.F. PERPENDIGULAR TO WALL FACE= O¢q
7. LUMBER GRADE SHALL BE: SFS
a
FOR CODE COMPLIANCE
.,r
LANS EXAMINER
DATE
NOTES: SAN.
OR[
BUILDING DIVISION
1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING A PERMI"
ISSUE[
SHALL BE CONSTRUED TO BEA
PRESSURE. SUBMIT 501 LS . REPOR.T BY FLORIDA REG 15TERED ENG 1 NEERI NG FOR LICENSE l
D PROC
ED WITH THE WORK AND NOT AS
AUTHOF
REVIEW PRIOR TO FOUNDATION POUR. ASIDE AN
TY TO �
OF TH-
LATE, CANCEL, ALTER OR SET
PROVISIONS OF THE TECHNICAL
2. ALL GONGRETE WORK SHALL BE IN AGGORDANGE WITH A.G.I. 301-7q AND SHOP CODES, N(
THEE
R SHAL
ILDINC
ISSUANCE OF A PERMIT PREVENT
FFICIAL FROM THEREAFTER
DRAW I NG5 WI rill A.G.I . 3I J-bO. SHOP DRAW I NG5 SHALL BE SUBMITTED TO ARG H I I EC r REOUIRII
G A CC
RECTION OF ERRORS IN PLANS,
FOR APPROVAL PP.IOR TO FABRIGATION OR GONG. POUR. CONST
IUCT10i
OR VIOLATIONS OF THIS CODE
3. GONGRETE 2b DAY 5TRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX.
AGGREGATE.
4. RE I NFORG I NG STEEL; ASTM, A615, GRADE 60 EXGEPT STIRRUPS AND TIES MAY BE
GRADE 40.
5. STRUCTURAL DESIGN 15 BASED ON AN ENCLOSED STRUGTURE.
SEAL
6. DE516 N LOADS: IN ACCORDANCE WITH F.R.B.G., CHAPTER 16.
ROOF LIVE LOAD: 20 P.S.F.
K N19 L.OAD5: IN AGGORDANGE IN/ F.R',3.G 2014 5TH EDITION FOR
13q MPH Yu1t REC71ON REFERENGIN6 A5GE7-10 INC
\
INTERIOR PARTIONS: 5 P.S.F. PERPENDIGULAR TO WALL FACE= O¢q
7. LUMBER GRADE SHALL BE: SFS
A. HEADER, GOLUMNS, BEAMS #2 5.Y.P. OEPA�;ter`'
OVERBU I LT FRAM I NG FB -1500 PSI
\
B. WALLS, BLOGKING, M15G. #2 SPF #1 7 - 3 9
C. SILL PLATES #5.1'.P. P.T.
8. ALL NAILS SHALL BE COMMON WIRE NAILS UNLE55 NOTED OTHERWISE.
SHEET INFORMATION
q. GHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED
10. TH 15 STRUGTURE DE51 GN EXTENDS TO ITEMS GOVERED BY SBTD 10-qq
PROJECT* :
2016-203:
EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, M15G. PARTS OVERHEAD
DATE:
12-22-2016
DOORS, ROOT` I NG , WALL WATERPROOFING WH I GH ARE DES► GNED BY O-FrHERS.
DRAM by:
GDB
11. GONGRETE FLOOR SLAB 15 EXPECTED TO DEVELOP SHRINKAGE CRACKS.
12. GONGRETE MASONRY: ASTM G-qO, WITH 26 DAY PRISM STRENGTH OF 2000
SCALE:
A5 NOTED
P.S.I . MIN. WITH TYPE M OR 5 MORTAR. MASONRY PREGA5T LINTELS SHALL
SHEET- #:
BE PROVIDED ABOVE ALL OPENINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE W/
I
A.G.I. 530 AND A.G.I. 531. PROVIDE MASONRY GLEANOUTS ALL FILLED GELL LOCATIONS.
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