HomeMy WebLinkAbout2012 Chase Ave #14-1997 - exterior & interior alterationJUL 4 2014
CITY OF SANFORD
$Y. _ BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:y d-� R I Documented Construction Value: $
Job Address: &t_-)
0
Parcel Ill: 3 -� cr - 3 _ .�Z (7 " Cob 0 - Q YU U
Description of Work: Z ,( r",-1'kW,
Historic District: Yes ❑ No
Zoning:: r
Plait Review Contact Person: 'x W"( -'k /L&jd 6 U11-D1Gs
Phone: �i� ! �f(7 " 62 Fax: J Z` - 2 ZG • 39-, L- u -[nail:
Property Owner Information
Title: P", `-51
Name /qA.r i t Z4 //'�oyl.�G Phone d 6 1 7 9
Street: zoo 7 -- Resident of property?
City, State Zip:
Contractor Information
Name �, 11)(�n N1�,116�) �� t
Street: t 6 qo e14,I
City, State Zip: _02 6KA L ,3 Z% Z5
Phone:�b 7 - ` 17 -0 -)
Fax: 3z(- Z Z 6 .3 Z� �
State License No.:
Architect/Engineer Information
Name: T S •
Street: S, 31 .S 5�
City, St, Zip:�To�liQ
Bonding Company:
Address:
Building Permit ❑
Square Footage.
No. of Dwelling Units:
Electrical
New Service - No. of AMPS:
r�d.)_S z/
Phone:
Fax:o�
E-mail:
Mortgage Lender:
Address:
`r,,PERMIT INFORMATION
"Construction Type: No. of Stories:
Flood Zone:
Plumbing 0 -
Mechanical 0 (Duct layout required for new systems)
New Coustructiou - No. of Fixtures: _
Fire Sprinkler/Alarm ❑ No. of heads:
Z1.4 2- 6!0Jc-. Tv -F3,r=: 30o0 Pf'r,
`P Z- �0 8 E
/i
I
X ISTiN� 2(D0
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I/" G7r /7A OyEF. U5E 5d HAILS AT 1' O.G. 5FIAC-I lG
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5ILL
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f! fY �%l !J ! V /° /S/ U i /Y _ ..
r
LL�� 1'"� i jv� EX S T I N Ci
�...J ED I � I I 3
EX15TING WINDOW5 EXISTING WINDOWS
EXISTING DOOR
. �XISTINC�
LAUND,r
I
EXISTING EXISTING
DINING LIVING RM, EX15TING
8 0° GLG, 8-0il CLG,
STOfR AG
E` 15TING 15TING
54TH 2 BATH
CARPORT EXISTING
X I5 I i�1G �O�E'C�
0-011CLG, RECORD COPY
1.
I
EXISTING WINDOWI EXISTING WINDOW 7' o �� �I # 5 E /(
#.5 WE Po xJ (22) SH23 TO B RE123 . ED _t- 3.8 • .3 7"'4,p W/E. pox y w/
IWIG EM E MEn! 7- i_Su3, On I, 6„ Elv1,�E�MErt
I 15'-2"
11
AREA OF DAMAGE=
I REPLACE EXISTING WINDOW 4 BLOCK WALL I
ADD FILLED CELLS AS INDICATED
I EXISTING FOOTING TO REMAIN
n
o 141p? 91 Aj EXISTING WINDOW EXISTING WINDOW
/. � aJ �"'� /1 � � � � c...c°- I•e/ � , ��. G? c� i� � '7� F.1 � ,� Q v� fpr I, s✓i f� �ryt � AL � a>�L�/ZrK.S
�/V!> �yn.1 �®�/�'�� � � �,1''�<7®�S %� ui� ,�f� ���,./ C�l.�►T7Zv crloAJ,
lewl /73
3, /,j,t/11 AtIrw r3hJ6 1JR. 9v-7'�'•,6r. oF- 7A-
5,CdP �F” •4l/ f✓�a.<. /Z vrk'E /j 2e.v1514A1.
FLOOR PLAN
SCALE: 1/4"=1'-0"
NOTE: 'fill$ S'T'RUC'T'URE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
LOAD REQUIREMENTS OF THE :?010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1. WIND SPEED= 139 MPH UL:PIMATE WIND SPEED (Vult)A7D 1081•IPH (Vaud)
2. RISK CA'T'EGORY 2
CONS'T'RUC'T'ION TYPE= SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE= CATEGOR;C C
4. INTERNAL PRESSURE COEF7ICIENT FOR ENCLOSED BUILDINGS IS .18 AND
HEIGHT & EXPOSURE ADJUS'TI-11 N'r CC,,FFICIENT IS 1.40
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
*7, ZZ - iH
DATE
ANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORI7Y TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
SHE BUiLDING OFFICIAL FROM THEREAFTER
REOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
,;0LD1,V
SANFoRD #
o`cjOARTM��
EXISTING LIVING
NOTICE TO UILDER OR OWNOR
EXISTING CARPORT
624
IT 15 THE INTENT OF; TH15�DE51GNER THAT
' 2,1e8
THESE PLANS ARE, 'ACCURATE AND ARE
CLEAR ENOUGH FOR THE= LICENSE=D PROFE55-
IONAL TO CON5tRUCT TN15 PROJECT,
IN THE EVENT THAT'SOM'THING 15 UNCI -EAR
OR NE=EDS CLARIFICATION„STOP ;AND CALL
THE DESIGNER LISTEQ IN THIS TITLE PAGE, IT
15 THE RESPONSIBILITY OF THE LICEN5ED .
PROFE5510NAL OR OWNER THAT 15 CON5TRUCTING TH15
PROJECT TO FULLY. RFVIFW THF5F DOCUMErNT5,
VERIFY ALL FXISTING CONDITIONS'(PITCHF5 4 DIMFNSIONS)
BEFORE CON5TRgCTION I3EGINS: AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE=
BEFORE ANY WORK I5 ' DONE AND TRU55F6 ARE CONSTRUGTFD.
EXISTING WINDOWI EXISTING WINDOW 7' o �� �I # 5 E /(
#.5 WE Po xJ (22) SH23 TO B RE123 . ED _t- 3.8 • .3 7"'4,p W/E. pox y w/
IWIG EM E MEn! 7- i_Su3, On I, 6„ Elv1,�E�MErt
I 15'-2"
11
AREA OF DAMAGE=
I REPLACE EXISTING WINDOW 4 BLOCK WALL I
ADD FILLED CELLS AS INDICATED
I EXISTING FOOTING TO REMAIN
n
o 141p? 91 Aj EXISTING WINDOW EXISTING WINDOW
/. � aJ �"'� /1 � � � � c...c°- I•e/ � , ��. G? c� i� � '7� F.1 � ,� Q v� fpr I, s✓i f� �ryt � AL � a>�L�/ZrK.S
�/V!> �yn.1 �®�/�'�� � � �,1''�<7®�S %� ui� ,�f� ���,./ C�l.�►T7Zv crloAJ,
lewl /73
3, /,j,t/11 AtIrw r3hJ6 1JR. 9v-7'�'•,6r. oF- 7A-
5,CdP �F” •4l/ f✓�a.<. /Z vrk'E /j 2e.v1514A1.
FLOOR PLAN
SCALE: 1/4"=1'-0"
NOTE: 'fill$ S'T'RUC'T'URE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
LOAD REQUIREMENTS OF THE :?010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1. WIND SPEED= 139 MPH UL:PIMATE WIND SPEED (Vult)A7D 1081•IPH (Vaud)
2. RISK CA'T'EGORY 2
CONS'T'RUC'T'ION TYPE= SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE= CATEGOR;C C
4. INTERNAL PRESSURE COEF7ICIENT FOR ENCLOSED BUILDINGS IS .18 AND
HEIGHT & EXPOSURE ADJUS'TI-11 N'r CC,,FFICIENT IS 1.40
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
*7, ZZ - iH
DATE
ANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORI7Y TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
SHE BUiLDING OFFICIAL FROM THEREAFTER
REOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
,;0LD1,V
SANFoRD #
o`cjOARTM��
AREA ANALYSIS
EXISTING LIVING
WALL TYPE LEGEND
EXISTING CARPORT
624
]I[ NEW 5'-0" BLOCK WAI.1-5
EXISTING 8'-O" Block; WALLS
EXISTING 0'-0" FRAME: WALLS
' 2,1e8
AREA ANALYSIS
EXISTING LIVING
2,164
EXISTING CARPORT
624
GRAND TOTAL
' 2,1e8
SHEET
..T.S. Che)ialP�\
Licensed Proffers+oral Enoi:iec;i
531 S''
'S.R X134
Altamonte Sluings'. a"L 32714
(401)52-L-5557
FAX 010 7) 521-5134
PE 0040748
;µdl►;:>,
k,I
SHEET
..T.S. Che)ialP�\
Licensed Proffers+oral Enoi:iec;i
531 S''
'S.R X134
Altamonte Sluings'. a"L 32714
(401)52-L-5557
FAX 010 7) 521-5134
PE 0040748
SCALE; 1/4"=I'-0"
SEARING � S'-0" A,F,F,
_ WIN, NGT, 1� 6'-S" A,F,F.
FIN16H FLOOR
# I A w 1997
�liLQiNc
U
NOTE: THIS STRUCTURE HAS SEEN DESIGNED 'T'0 MEET OR EXCEED THE WIND
LOAD REQUIREMENTS OF 'TIJE 2010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10,
1. WIND SPEED= 139 -1P11 UL'T'IMATE WIND SPEED(Vult)AND 100h1PH(Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FA14ILY RESIDENCE(V)
3. WIND EXPOSURE= CATEGORY C
4. IN'T'ERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,10 AND
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
IT IS THE INTENT OF 7N16: MIGNER THAT
y..
�J
THE5E PLANS ARS ACCURATE `AN0 ARE
5
CLEAR ENOUGH FOR T 4 E LICEN6E'D RROFE66-
IONAL TO CONSTRUCT TNI6 PROJECT,
IN THE EYENT THArt50METHING-i 16 :UNCLEAR
OR NEEDS CLARIr C,,-AfilON;,STOP;;AND CALL
(41 41.
THE DESIGNER LWt,P IN`TH16 TITLE PAGE, IT
IS THE RE5PON515ILITY OF THE LICENSED
a:
PROFE5510NAL OR'QWNER THAT. 16, CON6TRUCTING THI6
r
PROJECT TO FULLY (R VIEW THESE DOCUMENTS,
;srasti:•"
YERIFY ALL EXISTING •CONDITIONS (PITCHE5 i DIMEN6ION6)
DEFORE CON5TRUCTION 5Er-iM ANP ANY AND
ALL CORRECTIONS, IF NOD, T6`13E MADE
13EFORE ANY WORK IS DONE AND TRU56E6 ARE CON6tRUGTED,
SEARING � S'-0" A,F,F,
_ WIN, NGT, 1� 6'-S" A,F,F.
FIN16H FLOOR
# I A w 1997
�liLQiNc
U
NOTE: THIS STRUCTURE HAS SEEN DESIGNED 'T'0 MEET OR EXCEED THE WIND
LOAD REQUIREMENTS OF 'TIJE 2010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10,
1. WIND SPEED= 139 -1P11 UL'T'IMATE WIND SPEED(Vult)AND 100h1PH(Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FA14ILY RESIDENCE(V)
3. WIND EXPOSURE= CATEGORY C
4. IN'T'ERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,10 AND
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
UUHEET
_o �- 3
T.S.
' Lioanspd Prole .,ional Engikiaur 1
i -531 s., S
Altamonte Spr.iny;; IL 3.2714
(407)521-5557
F•AX (+10 7) 521-543!1
PE 000740 /
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5
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(41 41.
a:
t
r
;srasti:•"
UUHEET
_o �- 3
T.S.
' Lioanspd Prole .,ional Engikiaur 1
i -531 s., S
Altamonte Spr.iny;; IL 3.2714
(407)521-5557
F•AX (+10 7) 521-543!1
PE 000740 /
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5
LINTEL NOT..'. „ .
M,4TER I14L.5
1, FIC PRECAST LINTEL6 ; 3500 P61,
2, FIC PRE6TRE53ED LINTEL6 =6000 P61,
3, FIC GROUT ; .3000: P61 U1/ MAXIMUM 3/811 AGGREGATE,
4, CONCRETE MASONRY UNIT6 (CMU) PER ASTM C90 W/
MINIMUM NET. -:AREA COMPRE66IVE STRENGTH ; 1900 P61,
5, REBAR PROVIDED IN PRECAST LINTEL: PER ASTM ,A615-GR60,
FIELD REBAR lPER :A6TM 415':GR40 OR GR60,
61 PRE6TRE551NG:>;5TRAND PER ASTM A416 GRADE
210 LOUD RELAXATION,
1, 1/32 WIPE PER ASTM A510,
8, MORTAR PER ASTM C210 TYPE M OR 6,
GENER,4L_ INET,4LL/4TION NOTES
I, PROVIDE FULL MORTAR HEAD AND BED JOINT6,
2, SHORE FILLED LINTEL6 A5 REQUIRED,
3, INSTALLATION OF LINTEL MUST COMPLY WITH THE
ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS.
4, LINTELS ARE MANUFACTURED WITH 5-1/211 LONG NOTCHES AT THE
END6 TO ACCOMODATE VERTICAL CELL REINFORCING AND
GROUTING,
5, ALL LINTEL6 MEET OR EXCEED L/360 VERTICAL DEFLECTION,
EXCEPT LINTEL6 111411 AND LONGER WITH A NOMINAL HEIGHT OF
811 MEET OR EXCEED L/180,
6, BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE
BOTTOM OF THE LINTEL CAVITY,
1, 1/32" DIAMETER WIPE STIRRUPS ARE WELDED TO THE BOTTOM
STEEL FOR MECHANICAL ANCHORAGE,
8, CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMP061TE
LINTEL IN LIEU OF CONCRETE MA60NRY UNITS,
9, SAFE LOAD RATINGS BASED ON RATIONAL DE61GN ANALYSIS
PER ACI 318 AND ACI 530
5,4FE LOAD T,4E3LE NOTE5
I, ALL VALUES 5A6FD ON MINIMUM 4" BEARING, EXCEPTION: SAFE
LOADS FOR UNFILLED LINTEL5 MUST BE REDUCED BY 20% IF
BEARING LENGTH 16 LE56 THAN 6-1/211, SAFE LOADS FOR -ALL
RECE66ED LINTEL6 BA6ED ON sl' NOMINAL BEARING,
2, N,R, -- NOT RATED.
3, 6AFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD
ON THE 6ECTION -5PECIFIED,
4, 6AFE LOADS 5A6ED ON GRADE 40 OR GRADE 60 FIELD REBAR.
5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY
THE DESIGNER ,BY PROVIDING ADDITIONAL REINFORCED
MASONRY ABOVE THE PRECAST LINTEL.
6, ONE #1 REBAR MAY BE 6U55TITUTED FOR TWO #5 RE5AR5 IN 811
LINTEL6 ONLY,
1, THE DESIGNER MAY EVALUATE CONCENTRATED LOAD5 FROM
THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM
RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE
OF SUPPORT,
8, FOR COMPO61TE LINTEL HEIGHTS NOT SHOWN, USE 6AFE LOAD
FROM NEXT LOUDER HEIGHT,
g, ALL SAFE LOADS IN UNIT6 OF POUNDS PER LINEAR FOOT,
ARE,45 OF 5L,vOGK >45V, MA50MRY Of=ENINr-;r6 ARS
TO f3E GROUTF-t:) 50LID TO TIE 5*14M.
I, ALL VALUE654,51ED ON MINIMUM 4" BEARING, EXCEPTION:
SAFE LOAD6 FOR UNFILLED
2, (1) #5 REBAR IN TIE BEAM 16 TO BE CONT, THROUGH OUT
INCLUDING ABY, MA6ONRY OPENINGS, U,N.O,
3, ALL STANDARD LINTEL6 TO HAVE MIN, 411 BEARING FA, END
ALL RECE55ED LINTEL6 TO HAVE MIN, 811 BEARING EA, END
(
LINTEL PLAN
GENERAL NOTES
1, AREAS OF BLOCK ABY, MA60NRY OPENINGS
ARE TO 13E GROUTED SOLID TO TIE BEAM,
2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT,
THROUGki OUT INCLUDING ABV, MASONRY
OPENINGS, U,N,O,
3, ALL 6TANDARD LINTELS TO HAVE MIN, 411 BEARING EA, END
ALL REC E55ED LINTFL6 TO HAVE MIN, 8" BEARING FA, END
It
411GN t3T irTN PRECAST AND PRE5TRE55ED A DIV1510N OF FLORIDA ENGINEERED
CONCRETE LINTEL5 AND 51LL5 CON5TRUCTION PRODUCTS CORPORATION
P.O. F30X 24501 Tampa, Florlda 33623
Phone, D13-611-4641
I -INTEL &CHDUL
LINTEL LENGTH TYPE COMMENTS/
N0,
L-1 11-6" SF1615/lT
NOTES:
PLACE 411 CMU CAP COURSE ON TOP OF LINTEL
FOR TRANSOM WINC)OW GILL HEIGHT,
SCALE: I/8"-11-011
i LINTEL MINIMUM DEPTH5 ARE CALLED OUT, IF CONTRACTOR INSTALLS A DEEPER LINTEL
THAN INDICATED ON THE PLAN, DOING THI6 INCREA5E5 THE 6TRENGTH OF THE LINTEL,
(0 ANY LINTEL DEEPER THAN 3211 HAS BEEN VERIFIED TO WORK A5 A MIN, 32" FOR
THE LOAD CONDITIONS,
NOTE:
ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE 15
ADEQUATE FOR THE LOADS,
TYPICAL LINTEL LEGEND
TYPE DESIGNATION
F = FILLED WITH
GROUT / U -- UNFILLED
QUANTITY OF #5 REBAR AT
FE30TTOM OF LINTEL CAVITY
b1-15/12"
NOMINAL WIDTH � L QUANTITY OF #5
REBAR AT TOP
NOMINAL HEIGHT
#5 REBAR AT TOP
MIN, (1) REQ'D
n -1/211 CLEAR
n GROUT
��S 4
#5 REBAR AT BOTTOM
® OF LINTEL CAVITY
BOTTOM REINFORCING
1-5/S11ACTUAL PROVIDED IN LINTEL
„
8 NOMINAL WIDTH (VARIES)
6AFE LOAD TABLES
FOR GRAVITY, UPLIFT 4 LATERAL LOAD6
811 PRECAST 4 PRESTRESSED U-LINTFL$
GR/4VITY
NOTICE TO 5UILF,)iR OR OWN fR
TYPE
LENGTH
8U8
IT 16 THE INTENT OF THI5 DE5IGNER THAT
AF12-W
BFl6-0B
THE6E PLANE ARE ACCURATE AND ARE
afal�s
8EI1-15
CLEAR ENOUGH FOR THE LICEN5ED PROFE65-
aF10-8 aEi4113 aF18I(3 8F32 -Ip
2'-10" (34") PRECAST
IONAL TO CON6TRUCT TH15 PROJECT.
3166
4413
IN THE EVENT THAT SOMETHING 16 UNCLEAR
1526 9004 10412 11936
3166
OR NEEDS CLARIFICATION_ STOP„AND CALL
6039
1526 9004 10412 11936
THE DE5I6NER LISTED IN TH15 TITLE PAGE, IT
1651
1181
IS THE RESPONSIBILITY OF THE LICENSED
2651
3403 4149 4896 Q644
PROFE55IONAL OR OWNER THAT IS CONSTRUCTING THIS
4021
6039
PROJECT TO FULLY REVIEW THF6E DOCUMENTS,
4" (64") PRECAST
1184
VERIFY ALL FX16TING CONDITIONS (PITCHES 4 DIMFN6ION6)
1301
1809
BEFORE CONSTRUCTION BFGINS AND ANY AND
1665
2889
ALL CORRECTION$, IF NEEDED, TO BE MADE
6096 5400 6424 1450
(9Q°) PRECAST
BEFORE ANY WORK 16 DONE AND TRU66E6 ARE CONSTRUCTED,
1029
1615
(
LINTEL PLAN
GENERAL NOTES
1, AREAS OF BLOCK ABY, MA60NRY OPENINGS
ARE TO 13E GROUTED SOLID TO TIE BEAM,
2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT,
THROUGki OUT INCLUDING ABV, MASONRY
OPENINGS, U,N,O,
3, ALL 6TANDARD LINTELS TO HAVE MIN, 411 BEARING EA, END
ALL REC E55ED LINTFL6 TO HAVE MIN, 8" BEARING FA, END
It
411GN t3T irTN PRECAST AND PRE5TRE55ED A DIV1510N OF FLORIDA ENGINEERED
CONCRETE LINTEL5 AND 51LL5 CON5TRUCTION PRODUCTS CORPORATION
P.O. F30X 24501 Tampa, Florlda 33623
Phone, D13-611-4641
I -INTEL &CHDUL
LINTEL LENGTH TYPE COMMENTS/
N0,
L-1 11-6" SF1615/lT
NOTES:
PLACE 411 CMU CAP COURSE ON TOP OF LINTEL
FOR TRANSOM WINC)OW GILL HEIGHT,
SCALE: I/8"-11-011
i LINTEL MINIMUM DEPTH5 ARE CALLED OUT, IF CONTRACTOR INSTALLS A DEEPER LINTEL
THAN INDICATED ON THE PLAN, DOING THI6 INCREA5E5 THE 6TRENGTH OF THE LINTEL,
(0 ANY LINTEL DEEPER THAN 3211 HAS BEEN VERIFIED TO WORK A5 A MIN, 32" FOR
THE LOAD CONDITIONS,
NOTE:
ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE 15
ADEQUATE FOR THE LOADS,
TYPICAL LINTEL LEGEND
TYPE DESIGNATION
F = FILLED WITH
GROUT / U -- UNFILLED
QUANTITY OF #5 REBAR AT
FE30TTOM OF LINTEL CAVITY
b1-15/12"
NOMINAL WIDTH � L QUANTITY OF #5
REBAR AT TOP
NOMINAL HEIGHT
#5 REBAR AT TOP
MIN, (1) REQ'D
n -1/211 CLEAR
n GROUT
��S 4
#5 REBAR AT BOTTOM
® OF LINTEL CAVITY
BOTTOM REINFORCING
1-5/S11ACTUAL PROVIDED IN LINTEL
„
8 NOMINAL WIDTH (VARIES)
6AFE LOAD TABLES
FOR GRAVITY, UPLIFT 4 LATERAL LOAD6
811 PRECAST 4 PRESTRESSED U-LINTFL$
811 PRECAST 4 PRE6TRE66ED U-LINTEL6
GR/4VITY
N - TiPE
LE GTN
TYPE
LENGTH
8U8
aFa-0B
AF12-W
BFl6-0B
2F32-0
MO -0 BE14-05 Ma :B B
afal�s
8EI1-15
aFErIB
aF10-8 aEi4113 aF18I(3 8F32 -Ip
2'-10" (34") PRECAST
2302
3166
4413
6039
1526 9004 10412 11936
3166
4413
6039
1526 9004 10412 11936
4'4" (54") PRECA5T
1651
1181
1913
2651
3403 4149 4896 Q644
2110
4021
6039
1526 9004 10412 668 _
4" (64") PRECAST
1184
1223
1301
1809
2311 2826 3336 3846
1665
2889
_
5051
6096 5400 6424 1450
(9Q°) PRECAST
101
1029
1615
2385
1994 2439 2886 3333
1029
1615
2610
3839 5596 6613 '5041
9'-4" (112") PRECAST
513
632
1049
1469
1210 1482 1154 2021
168
1212
1818
2544 3469 4030 3121
10 6" (126") PRECAST
456
482
802
1125
915 1122 1328 1535
658
1025
1514
2061 2114 3130 2404
II' -4" (136") PRECAST
445
598
935
1365
1854 2355 1193 2015
598
935
1365
1854 2441 31$5 4044
13'4" (160") PREGAST
302
421
126
1026
1331 1635 12241418
485
148
1016
1438 1855 2343 2920
1269
1560
1852
2144
454
630
811 PRECAST 4 PRE6TRE66ED U-LINTEL6
'REDUCE VALUE 13T 75�- FUR GKADt 40 FIELD NEbAK
811 PRECAST W/ 2" RECE66 DOOR U-LINTEL6
UPLIFT
N - TiPE
LE GTN
LATERAL.
? �E
LENGTH "~•--� '-_
6FP-T
aRFM-OB
Bf!6 -IT
8FT0•IT
8F24 -IT
9FT8-IT
aF32•I1
8u8
SF8
aFr2i
8FI2.2
eFIMT
T
af!6.2T
aF:O•T1
Bf24-H
MMTBF3T•1T
2982
2'•10" (34") PRECAST
2121
2818_
4101
5332
6569
1811
9055
2021
2021
2121
2184
3981
5190
6401
1630
8851
4' 6" (54") PRECAST
1660
1162
2501
3151
4010
4161
5525
121
121
166 0
1105
2435
3111
3913
4658
5406
4" (64") PRECAST
1393,
1484
2110
2141
3315
4010
4648
505
505
1393
1431
2050
2610
3293
3920
4549
_
1'•6" (90") PRECAST
959'
912
1415
1914
2354
2191
3240
591
651
990
1029
1466
1901
2351
2191
3245
9'4" (112') PRECAST
801'
ol2
980
1269
1560
1852
2144
454
630
801
155
1192
1550
1910
2211
2634
10'•6°(126") PRECAST
116,
498
193
1021
1201
14%
1131
3%
493
116
611
1039
1389
1111
2034
2358
II' -4" (136") PRECAST
666+
439
696
899
1104
1309
1515
363
556
666
535
905
1295
_
1595
1896218a
13'•4" (160°) PRECAST
500'
340
532
686
841
991
1153
302
398
513
409
682
1004
1361
1631
1891
19'•4° (232") PRESTRESSED
165
201
313
401
490
518
661
N.R.
204
165
239
383
550
136
940
1160
'REDUCE VALUE 13T 75�- FUR GKADt 40 FIELD NEbAK
811 PRECAST W/ 2" RECE66 DOOR U-LINTEL6
811 PRECAST W12" RECE56 DOOR U-LINTEL6
44=4ma"
GR,4V ITY
N - TiPE
LE GTN
8RU6
ARF$* 5
6RFI0-0B
aRFM-OB
aRFla 05 aRF12-05
9RN"13
aRF30-05
BRF6-6
wFo-D
6RF14-IB
aRFV13 6RF22-18
aRF26-I13
8RF30-ID
4'4' (52") PRECAST
1489
1591
3053
2982
3954 4929
5904
6880_
1821
3412
4982
6412 1941
9416
10818
1'-6" (90') FRECAST
665
161
1311
2252
1958 2451
2944
3439
164
1311
2329
3609 5492
1 6614
5132
II' -4' (136") PRECAST
362
421
120
1028
1331 1635
1224
1418
,185
148
1016_
1438 1855
2343 _
2920
�'
13'-4" (23.') PRESTRESSED
N.R.
NR
NR
NR
NR NR
NR
NR
240
400
150
1090 1400
1120
2030
811 PRECAST W12" RECE56 DOOR U-LINTEL6
44=4ma"
UPLIFT
LATERAL
TYPE FNGjN
MF'o-IT
6RDO-11
aRF14-IT
013-11
6RF12-IT 8RF76-IT BRF30•I1
akU6
8RF6
aRFfr2T
aRF10•2T
BRF14-22"
3RFI&1T
8RF72•21 BRF26-22" aRF30-2T
4' 4" (52") PRECAST
1244
1513
2413
3260
4112 4W 5825
932
932
1244
$1
2339
3110
400 4 ,26
1'-6" (90') PRECAST
688
691
1325
1810
2280 2153 3221
110
941
688
849
1302
1162
2225 2690 3151
II' 4" (136") PREGAST
500,
340
532
'086
341 991 1153
302
398
513
409
682
1004
1361 1 1631 1891
'REDUCE VALUE BT 15% FOR GRADE 40 FIELD REDAR
FOR PROPER LINTEL HEIGHT,G,C, COORDINATE,
LINTEL- PL24N NOTES:
I- THIS PLAN 15 TO BE USED FOR STRUCTURAL INFORMATION ONLY,
2- UNLE65 NOTED OTHERWI$E ALL LINTEL DEPTHS ARE TO BE
A55UMED TO BE 1611 MINIMUM DEPTH,
3- THE NUMBER OF COUR5E5 OF MASONRY REQUIRED 13ETWFFN THE
LINTEL 4 THE BOND BEAM SHOULD BE COORDINATED WITH
THE ELEVATION DRAWINGS
4- THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE PROPER
LINTEL HEIGHT,
5- LINTEL6 AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
FOR THE DE516N LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED
NOTE: THIS INFORMATION 15 BASED ON THE DATA SUPPLIFD BY ` 7
CAST -CRETE AND IT'6 ENGINEER5,
WRITTEN DIMEN51ON5 SHALL HAVE PRECEDENCE OVER SCALE SANFORD
DIMEN51ON5. CONTRACTORS $HALL VERIFY AND BE
RE6PON5113LE FOR DIMEN51ON5 AND CONDITIONS OF THE JOB
AND THE DE5IGNER OR ARCHITECT MU5T BE NOTIFIED IN
WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS
AND 6PECIFICATION5 APPEARING ON THESE PLANS,
NOTE: 'THIS STRUCTURE HAS BEEN DESIGNED TO DEET OR EXCEED THE .WIND
LOAD REQUI:REMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SEIZTION R301 DESIGN CRITERIA 1111D INCLUDING ASCE 7-10.
1. WIND SPEED- 139 MPH UL'T'IMATE WIND SPEED (Vult)AND 10814PH (Vasd)
2. RISK CAtl'EGORY 2
CONSTRU(:TION TYPE= SINGLE FAMILY RESIDENCE(V)
3. WIND EX)POSURE= CA'T'EGORY C
4. INTERNAI(. PRESSURE COEFFT--CIENT FOR ENCLOSED BUILDINGS IS .18 AN
HEIGHT 6 EI'POSURE ADJUSTMENT COEFFICIENT IS 1.40
NOTE: THIS INFORMATION 16 BA6ED ON THE DATA 6UPPLIFD BY
CAST -CRETE AND IT'6 ENGINEER5.
WRITTEN DIMEN$ION5 6NALL HAVE PRECEDENCE OVER SCALE
DIMENSIONS, CONTRACTORS SHALL VERIFY AND Sc,: