HomeMy WebLinkAbout117 Calabria Springs Cove 03-1058 New SFHPERMIT ADDRESS
CONTRACTOR
ADDRESS itsmlak
PROPERTY
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTORyo,C
MECHANICAL CONTRACTOR?� V'
PLUMBING CONTRACTORS
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
F
SUBDIVISION
PERMIT # S�' DATE 3
PERMIT DESCRIPTION '' 11
PERMIT VALUATION \ Ll det-b
SQUARE FOOTAGE IMlow
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TRADITION
QUALITY
VALUE
TRADITION
QUALITY
VALUE
DESIGN NOTES: LX2-j b LA.IV& %j � i A JJ ti-& bId-&l Y -A P.,' & � ":� . � � \ - - . /
BASIC, WIND SPEED -_ 100 M.P.H. (FASTEST MILE)
120 M.P.H. (5 SEGOND OUST)
WIND IMPORTANGE FAGTOR = 1.0
WIND EXPOSURE GATEOORI' = B
ENGL05ED STRUGTURE:
APPLIGABLE INTERNAL PRESSURE GOEFFIGIENT
(INGLUDED IN DESIGN WIND LOAD)
DESIGN WIND LOADS - WALLS = +22 , -la PSF
- ROOFS = +20 , -20 PSF
(-50 PSF AT OVERHAiNOS)
STRUGTURAL LIVE LOADS - FLOORS = 40 LIVE/ 10 DE�`,h � �SF
- ROOF = +25/ -25 PSF
- OVERHANGS = +25/ -55 PSF
GONSTRUGTION TYPE: VI (RESIDENTIAL - UNPROTEGTED)
NUMBER OF STORIES: I
BUILDING HEIGHT: 15'-2" (MEAN ROOF HEIGHT)
STRUCTURAL NOTES:
1) CODES:
1.1 Florida Building Gode 2001 Edition (FBG 1606)
1.2 Building Gode Requirements for Reinforced Goncrete (AGI 518-C15)
1.5 American Society of Civil Engineers Minimum Design Loads For Buildings
and Other Structures (ASCE
2) C,ONCRETE:
2.1 Goncrete Gompressive Strength at 28 days:
2.1.1 Precast with standard reinforcement - 5,500 PSI
2.1.2 Precast with prestress reinforcement - 5,000 PSI
2.1.5 Goncrete fill (placed in field) - 2,500 PSI
2.2 Reinforcing Bars:
2.2.1 Steel placed in precast lintel at time of fabrication
ASTM A615 (Orade 60)
2.2.2 Steel in I into 1 and knockout block (placed In field)
ASTM A615 (Grade 40)
2.5 Prestress Strands ASTM A416 7-Wire
2.4 Detail Reinforcement in Acordance with AGI 515
2.5 Goncreting Operations Shall Gomply with AGI Standards
5) MASONRY:
5.1 Design and Gonstruction Shall Gonform to the Specification of the National
Goncrete Masonry Association and AGI 550
5.2 Minimum Masonry Unit Strength: fm 1,250 PS>I
5.5 Mortar Shall be Type 5
4) WOOD:
4.1 Wood Products Promotion Council
4.2 All Structural Wood Members Shall Have a Gontrolled Fiber Stress Grade
of at Least 1200 PSI (Fb)
EE N E FRA L C ON 5 T F;�U C T � ON
1. THIS 5TRUCTURE HAS 5EEN DE51G�NED TO MEET
OR EXCEED THE 120 IuI.R=.N. (3 5EC. BUST) WIND LOAD
REOUIREMENTS OF: THE FLORIDA 5UIL.DINC4 CODE
2001 EDITION.
2, 501 L_ f=RE S5URE 15 2000 L 55/SF=.
3, ALL 1-40USE SLABS TO 5E 2500 F='51 CONCRETE MINIMUM
AND ALL G�ARAG;E SLA55 TO E3E 2500 f=SI CONCRETE
MINIMUM UNLE55 NOTED OTHER )WISE.
TAE3LE OF CONTENTS
SHEET
DESGRI FTI ON
GS-1.0
GOVER SHEET
S-1.0
FOUNDATION PLAN
A-1.0
FLOOR PLAN
A-2.0
EXTERIOR ELEVATIONS
5-2.0
ROOF TRUSS PLANS
A-5.0
INTERIOR $ GABINET ELEVATIONS
E-1.0
ELECTRIGAL PLAN
(GP -SHEETS)
GONSTRUGTION DETAILS AND SPEcGIFIGATIONS
G;ENEF;;� L NOTES
I. ALL FLANS ARE C;sENERATED WITH THE AID OF
COMPUTER AIDED DRAFTING; SYSTEM.
2, DIMENSIONS AND' N07,4TIONS ON PLANS HAVE
PREFERENCE OVER C�RAPNIC DEPICTIONS AND SHOULD
5E UTILIZED 70 SETTLE ANY DISCREPANCIES -ANY
'DISCREPANCIES SOUND SHOULD BE FORWARDED TO THE
PLANNINCa AND DESICxN DEPARTMENT Oar BE,4ZER HOMES, INC.
3. PLANS .ARE CxENER,4TED FROM A COMMON DATA-
PASE UJ17H MODIFICATIONS AS REQUIRED TO ,4D,4F'T
PL;4NS 70 LOCAL BUILpINr-;; CONDITIONS AND SPEGS FOR
EACH LOCALITY,
F CAT ONIIZ)
4. T` F='I'CAL_ WALL_ SECTIONS, FOUNDATION DETAILS,
FRAMINCz DETA-11-5, R00r- DETAILS, , NIL-:)
N IN �RIN� &FEGIFICATIONS ARE FOUND
ON 11511- AND "CD" SHEETS,
E�. TEMFERED C;L_A55 INSTALLED llJHERE� REQUIRED 5� CODE.
.&.ALL CONSTRUCTION "COVERED IN THIS SKEET,
OR IN Rol_ N SETS AND GENERAL Sf�=C1�IC,4TION5, ARE TO 1-fEET
ALL_ Af�FLICAE3LE STATE AND LOCAL_ BUILDING CODES.
PLAN REVISIONS SGHEDUL.E
REV SHEETS AFFEGTED DESCRIPTION OF GHAN6E5
DATE
RVKK1CiqNE
ENGINEERING
(401) 114-9003 FAX: (401) 114-&411
P.O. BOX I&V3 41-TAMONTE SPRINGS, FL 3211(6
THOMAS J. ANDERSON PE' 41e19
REV.1 DATE
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date:
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sheet: 24"06" FULL 5GALE
scale: II"xl7" HALE SCALE
COVER SHEET
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS S t 0
OF THE FLORIDA BUILDING CODE 2001 EDITION, U/
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Florida License if 5;jyurr
JAIV 2003
VAN 2-' 3 2003
WAN 2 3 2003
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sheet: 24"x56" FULL SCALE
scale: II"AT HALF SGALE
INTERIOR i M15G. DETAILS
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Fi rida LiceVse # 53989
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TO INTERIOR PANEL
#2/0 OR #4/0 ALUM.
5.E.R. GABLE PER N.E.G.
MAIN 150 AMP OR 200 AMP
METER P150 MAIN DISC. SWITCH PER N.E.G.
SECONDARY FEED
BY UYILITY CO. OR
AS REQUIRED GROUND PER N.E.G.
( 1 #4 TO FOUNDATION STEEL)
ELEGTRIGAL RISER
NOTE:
I. ELECTRICAL MATERIALS AND I115TALLATION5 SHALL
COMPLY w/ APPLICABLE PROYI5I0115 OF THE NATIONAL
ELEG. GOD, LOCAL GODE5, 4 THE LOCAL POWER 00,
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ELEGTRIGAL PLAN
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ELEGRTIGAL PLAN
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REV. DATE
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WALL BEYOND 3 I/2 CONCRETE SLAB (MIN. 2500 P.5.1) N/ ROOF SHINGLE5: (I) MEETS ANSI/ UL IcIO, GLA55 A, A5TM D3462,
6x6 10/10 WIRE MESH (OR W/ FIBER NIE% 3 1/2" CONCRETE SLAB (MIN. 2500 P.S.I.) IN 3 I/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ UL qq7/ A5TM D5161
EXPANSION �IOINT OVER 6-MIL VAPOR BARRIER 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) (2) SECURED N/ (4) NAILS EA.
(SEE FOUNDATION PLAN FOR SLOPE) OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 COMP. SHIN6LE5 OVER 15# FELT (5) MEET5 UL R2455 PROGRAM
DRIVEWAY I : I NON -BEARING WALL TYP. OVER 6-MIL VAPOR BARRIER (FELT: A5TM D 228 TYPE 1)
SLOPE TO R/W 32 I (SEE FOUNDATION PLAN FOR SLOPE) (SEE FOUNDATION PLAN FOR SLOPE) ON 1/16" 05B OR COX SHEATHING
3" � v w 26 GA. 6ALV. FLASHING: (I) 6-q0 GALV. COATING
(2) MEET5 A5TM A527 F
4 ( _ PRE-ENGINEERED TRUSS @ 24" O.G. (5) REGULAR POLYESTER ® H
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S"x8" THICKENED EDG1E W/ 1 #5 BAR GONT. TERMITE TREATED FILL W/ I #5 BAR GONT.SEE
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2x4 STUDS @ 16 O.G. --
2x4 5TUD5 @ 16 O.G. �
#2KD S.P.F. MIN. #2KD S.P.F. MIN. WINDOW (SEE FLOOR PLAN
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2x4 DBL TOP PLATE 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE SEE ELVATION W �'
I; 1/2" DIA. x b" ANCHOR BOLT. TO STUD/ 5P4 @
OR EXPANSION ANCHOR w/ 1/2" PIA. x b" ANCHOR BOLT TO STUD/ 5P4 @ FOR FINISH C�J
1 GONG, FILLED CELLS W/ 2"x2"xl/8" WASHERS LOCATED EVERY OTHER STUD OR EXPANSION ANCHOR N/ EVERY OTHER STUD a -I G�2
II 2"x2"xl/b" WASHERS LOCATED
�{I I # 5 BAR VERTICAL WITHIN 6" OF EACH CORNER WITHIN 6" OF EACH CORNER
I' $ 32" O.G. MAX. ELSE WHERE 1$ 32 O.G. MARBLE SILL Ems_, �+ '
:: , MAX. ELSE WHERE
#5 DOWEL W/ 12 NOOK I,, BOTTOM PLATE TO STUD! R-4.2 FOIL ®
1$ 25" LAP MIN. I ; 3 1/2" CONCRETE SLAB ((MIN. 2500 P.S.I.) W/ BOTTOM PLATE TO STUD/ 3 I/2 CONCRETE SLAB
3 I/2" CONCRETE SLAB "
I,I 6x6 10/10 WIRE MESH (OR W/ FIBER MESH)
II, �,, OVER 6-MIL VAPOR BARRIER (MIN. 2500 P.5.1.) W/ 6x6 10/10 SP4. @ EVERY OTHER STUD (MIN. 2500 P.5.1.) W/ bx6 10/10 5P4 @ EVERY OTHER STUD
PRECAST SILL
I.0 WIRE MESH (OR W/ FIBERME5H) WIRE MESH (OR W/ FIBERME5H) N � "
cu (SEE FOUNDATION PLAN FOR SLOPE)
FINISHED GRADE III OVER 6-MIL VAPOR BARRIER �+ �+ IN
OVER 6-MIL VAPOR BARRIER VARIES i #5 BAR VERTICAL IN I/2" GYP BOARD OVER E-,
dll (SEE FOUNDATION PLAN FOR SLOPE) GONG. FILLED CELL FROM 5/4" P.T. FURRING W,
a e.
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3-" @ EACH DOWN CELL.
a? I=1 J I ," dn *=z
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d --
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ADD (1) #5 BAR N/ # I, I :: GLEAN COMPACTED TERMITE TREATED FILL I I,I e-1
50" LONG @ A/c, CHASE i 4 TERMITE TREATED FILL 2 5 BARS GONT. GLEAN COMPACTED 2 #5 BARS GONT.
# TERMITE TREATED FILL I O O FIN. FL. C\I �
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#5 DOWEL W/ 12" HOOK III III #5 DOWEL W/ 12" HOOK
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III i,1 I.II 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) UP TO lb' (NON -BEARING) USE EPDXY DRIVE #5 BEND
III III bx6 10/10 WIRE MESH (OR W/ FIBER MESH) VERT., 25" LAP REQ'D. '
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SEE ELEVATION FOR FINISH I;I I;I (SEE FOUNDATION PLAN FOR SLOPE) SEE ELEVATION FOR FINISH (SEE FOUNDATION PLAN FOR SLOPE) '
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SPLIT FACE OF BLOCK ® I
HEADER DETAIL PROP. FILLED CELL LOG- j 1. INSERT DOWELS VERTICAL
,I fI Ilf , PRpSENTAIT WHEN NO WALL
FINISHED GRADE III ill FINISHED GRADE ATION. (TYP.) AL
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TERMITE TREATED FILL
GLEAN COMPACTED GLEAN (10MIN HOOK)
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210„ EPDXYVER ., 25" LAP REOV. �{
24"x24"xl6" SPREAD FOOTER 24"x24"xl6" SPREAD FOOTER I ' `
_ , date: 3/I/02
W/ 3 #5 BARS @ 6" O.G.E.W. W/ 3 #B BARS @ 6" O.G.E.W. - ._ - � ]
RVKKIC,4NE 5heet 24„ 06I, FULL 5GALE
INS TAIL I I ENGINEERING5cafe: 11"x17" HALF 5GALE
MULTIPLE COLUMN FOOTING TAIL � SINGLE COLUMN FOOT �
I � I � � � [DOWEL
� � � DETAIL
�°1 �° � I � (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL
ALE: 3/4" = I'-O" SGALE: 3/4" = I'-O°L ✓ I P.O. BOXTHOMAS3J. ANDERSONTEPE#R47819FL 32716 DETAILS
1 #5 BAR GONT.
N.T.5.
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
THE HWIND
LOAD REQUIREMENTS
TIEAM STEP DOWN rros, P.EOF THE FLORIDA BUILDING CODE EDITION
/
--- - -_ D t
N.T.S.
Florida License # 53989
- l
REV. DATE
dl
(5) 1/2" DIA. ANGHOR BOLT EMBED _1dl
4" (MIN.) W/ 2"x2"xl/8" WASHERS I META22 META22
SPACED EQUALLY. TOP BOTTOM BOLTS II PRE-ENGINEERED TRU55E5 PRE-ENGINEERED TRUSSES WITHIN 12" OF TOP � BOTTOM OF WALL I'
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WITHIN 12" OF TOP � BOTTOM OF WALL.
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SEE PLAN r F ;� rGmu
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(1) HUG HANGER @ EA. END POURED FILL GELL L it J L ;;_ J L J
II u II
8"x8" PILASTER
— PRE-GA5T GONG. LINTEL
N/ 1 #5 REBAR (SEE LINTEL 5GHED.) 8"xl6" PILASTER E- E. w
LOAD A R I N HEADER
TOP OF MASONRY ---
cr
CONNECTION TO M,45ONR)' [DETAIL
LINTEL BLOCK
NTS W/ (1) #5 BAR III GONG. FILLED GELL5 W/
(1) #5 BAR - 25" LAP MIN.
ail; I INTO PILASTER GELL5
Il I TIED BACK INTO WALL LINTEL
GONTINUOU5
MASONRY WALL I fill
I
® MASONRY PILASTER
FOR RADIAL FRAMING i ;l I
USE 2X4'5 @ 8" O.G. MAX. 5PAGIN6 I " I GONG. FILLED GELL5 W/
USE (2) 2X'5 IN AB5ENGE OF LOAD W/ 8d NAILS ON BOTH ENDS GONNEGTIN6 I �� (I) #5 BAR VERTICAL
GONG. BLOCK WALL FILLED . BEARING WOOD OR GONGRETE HEADER 7/16" 0.5.B. SHEATHING
#5 REBAR GONT. FROM FND. ( TO BOND BEAM
P.T.2X's FOR MASONRY MASONRY PILASTER TIE TO MASONRY WALL DETAIL.
FOR PERIMETER NAILING N.T.5.
INTO SUB -STRAIGHT
WINDOW AND DOOR ANCHORING FOR MASONRY/ FRAME THROUGH SHEATHING WINDOW OPENIN6
USE 8d NAILS @ 12" O.G.
USE 8d NAILS 12" O.G. MAX �
N.T.S.
2X P.T. BUGK5 TYP. W/ -1/16" O.S.B. SHEATHING PRE-GA5T GONG. LINTEL
2X BLOGKING W/ 8d NAILS @ 16" O.G.
NOTE: (THESE REGUIREMENT5 APPLY WHEN WINDOW/ DOOR MANUFAGTURERS FA5TENIN6 METHOD 15 NOT 5PEGIFIED) \�
TRANSITION FROM IX TO 2X P.T. BUGK FOR MASONRY OPENINGS
RADIAL FRAMING FOR UJINDODUS a� d GONG. BLOCK WALL FILLED N/
FT IX BUCKS FOR WINDOWS ANDDOORS FT 2X 5UC<5 FOR WINDOWS AND DOORS1 1 #5 REBAR GONT. FROM FND.
(,ALTERNATE)
N.T.S. TO BOND BEAM (TYP.)
I.) NAIL W/ .IO�f DIA OR HEAVIER POWER NAILS 16d NAILS @ 2" O.G. EA. END TYP.
8" O/G AND 3" MAX. FROM ENDS TYP. WITH I.) INSTALL 3/16" DIAMETER SELF TAPPING GONNEGTIN6 2X HEADER TO 2X BUGK5 GONG.
3/4" MIN. EMBEDMENT INTO BLOCK. II 6'-O" MAX.
ANGHOR5 EIGHT (8) INGHES MAX. FROM EN05 TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENIN65
checked by:
AND 24" ON GENTER MAX. WITH I" MIN. EMBED. WINDOW OPENING GP
2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE INTO BLOCK.
(SEE MANUFAGTURER5 5PEGIFIGATION5) date. 2/I/02
2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE NOTE: (FOR MASONRY OPENIN65 USE 2X BUGK5) Sheet 24"06" FULL SGALE
(SEE MANUFAG CURERS SPEGIFIGATIONS) I.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. ALTERNATE
LTNATE hI ND OHEADER
ENGINEERINC�13
SGaIP: I I "XT HALF SCALE
(407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL
INSIDE M A SON I j` I P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 DETAIL5
ANCHORS E16HT (8) INCHES MAX. FROM ENDS I V THOMAS J. ANDERSON PE# 47819
I AND 24" ON GENTER MAX. WITH I" MIN. EMBED.
INTO BLOCK. N.T.S.
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
Maria V' c inia C parros P.E. THE 120 M.RH. 3 SECOND GUST WIND LOAD REQUIREMENTS
OF THE FLORIDA BUILDING CODE 2001 EDITION. 2
iori a icense
-1/16" D.S.B. OR G.D.X. ROOF SHEATHING 7/16" 0.5.6. OR G.D.X. ROOF SHEATHING REV. DATE
LA SEE ROOF NAILING SCHEDULE SEE ROOF NAILING 5GHEDULE
} PRE-ENC71NEERED 2x4 BLOCKING @ 48 O.G. MAX
1 GABLE: TRUSS 2x4 BLOCKING @ 48" O.G. MAX
} FIRST 3 TRUSS BAYS FIRST 3 TRUSS BAYS
15# FELT
2x4 DIAGONAL BRACING @ 4S" O.G. 2x4 DIA60NAL BRAGING @ 4&" O.G.
1/2" DIA. "J" ANCHOR BOLT 2x4 @ 48" O.G. W! A34's t6" MAX. TO 3rd. TRU55 (START DIA(5. 2x4 @ 48" O.G. W/ A345 16" MAX. TO 3rd. TRU55 (START DIA6.
} @ 32" O.G. MAX, EMBED 4" MIN. CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRAGIN6 6' FROM END OF TRUSS) CONNECTED TO TRUSS MAX. 2x6 CONT. OR BRAGING 6' FROM END OF TRUSS)
- - 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS o r
- � W/ 2 x2 xl S WASHERS � o �
7/16" 0.5.B. DRIP EDGE — �- c.- z a � w w
SHEATHING DRIP EDGE ,, x
2"xb" P.T. PLATE U.N.O. \ i w EO w q � z
ALUM. FAGIA - TRUSSES ALUM. FACIA --� - - - '� - - - - -" - - ao �° za w � o 0
@ 24" O.G. r' � a � p- E-1 r.�
Ibd NAILS @ 12" O.G. VENTED SOFFIT } VENTED SOFFIT \ \ w z w >., x z
} 1 (TYPICAL) - } \ i wA wwww co
8"'x8" LINTEL BLOCK -1/16" 0.53. OR G.D.X. GABLE SHEATHING - - - - = - - - - - - „H„ 7/16" O.S.B. OR C.D.X. GABLE SHEATHING } \ i TRUSSES w � � w o W
FLA5HIN6 1 W/ 8d RING SHANK NAILS 4" O.G. n " °H" � 0Z � z p4 `-' E.
TIE BEAM GONG. FILLED W/ 8d RING SHANK NAILS @ 4 O.C. 1 \ @ 24 O.G. w w
N/ 2 #5 DIA. RODS GONT. ON EDGES AND 12" O.G. IN FIELD 1 ON EDGES AND 12" O.C. IN FIELD 1 /, \ \ \ \ (TYPICAL) - -_ Z o o z a
METAI6 @ - WIRED 4 1/2" APART VAULTED TRUSSES i \ Q x U
24" O.G. MAX. W/ 25" MIN. LAP 2x4 MEMBERS @ 24 O.G. NAILED } 1/2 GYP BOARD GABLE END TRU55 REINFORCING 2x4 MEMBERS @ 16 O.C. NAILED 1 i \ \ 14 o o
TO TRU55 W/ 16d @ 6" O.G. 1 @ 24 D.G. (TYPICAL)
2x4 FIRE BLOCKING 2x's NAILED TO VERTICAL WEB TO TRUSS W/ 16d @ 6" O.C. i \ \ \ a z v z z o
USE 2x6 MEMBERS WHEN "H" > 8'-O" „ „ - - - - - - - - - - - - - - - w ,�
_ J - - - - -NAIL 2_16d EA. 2x4 BLOCK- - - - - s�/ 16d NAILS @ 6 O.G. USE 2xo MEMBERS WHEN H > 8 -0 H w A
_____ _ \ Q'wpE-' rz-o
4 1/2 GABLE END TRU55 3-16d NAILS @ EACH vwi m
GABLE END TRUSS w w � o z �
REFER TO ELEVATION "- — OUTSIDE - - " 2x4 KNEE WALL @ 24" O.G. TRU55 PER BRACE
FOR FINISH - - - - 16d NAILS @ 12" O.G. '' (2x4 STUD MATCH VAULT) 16d NAILS @ 12" O.C. „ 2x6 P.T. PLATE GONT. 3-16d NAILS @EACH E" o ( o
X W/ 1/2" ANCHOR BOLTS TRU55 PER BRACE
METAI6 ALONG GABLE TRUSS ;i 2x6 P.T. PLATE GONT. W/ I/2" ANCHOR BOLTS META16 ALONG GABLE TRUSS 11 @ 32" O.G, W! 4" EMBED
@ 24" O.G. MAX. W/ -1-IOd NAILS ii @ 52" O.G. W/ 4" EMBED U.N.O. W/ 2"x2"xI/8" WASHERS �' ` � i/2" GYP BOARD
» u W/ 2 x2 xl/8 WAS�IERS
@ 24 O.C. MAX. W/ 7-10d NAILS ,�
OR 1/4" x 3" GALV. LAG BOLTS @ 16" O.G. �� X LINTEL BLOCK W/ 2 #5 DIA, RODS GONT. OR 1/4" x 3" GALV. LAG BOLTS @ 16" O.C. I, LINTEL BLOCK W/ 2 #5 DIA. RODS GONT.
u �
- REFER TO ELEVATIONS FOR FIN15H REFER TO ELEVATIONS FOR FINISH I�
EXISTING VERTICAL
TRUSS WE135cq
GAE3LE ENDWALL [DETAIL C:rAE3LE ENIDWALL
MASON "C WALL TO �,45LE ENIDWALL [DETAIL POR VAULTED O I L IN AT MA50NR"' WALL SECTION A - A
IDETAIL AT MA&ONFRY WALL
SGALE: N.T.5. �-
SGALE: 3/4" = I`-O" N.T.S. �
SGALE: 5/4" 1'-O" O
-1/16" D.5.B. OR G.D.X. ROOF SHEATHING l/16" 0.5.13. OR G.D,X. ROOF SHEATHIN6 � � 4 � Q)
SEE ROOF NAILING SCHEDULE SEE ROOF NAILING SCHEDULE ® � � N
2x4 BLOCKING @ 48" O.G. MAX 2x4 BLOGKIN6 @ 45" O.G. MAX r P
FIRST 3 TRU55 BAY5 FIRST 3 TRU55 BAYS �, W
2x4 DIAGONAL BRACING @ 4i3" O.G. 2x4 DIAGONAL BRACING @ 48" O.G. E.1 E CO
2x4 @ 48" O.G. YJ/ A34'5 16" MAX, TO 3rd. TRU55 (START DIA6. 2x4 @ 48 O.G. W! A34 5 16 MAX. TO 3rd. TRU55 (START DIA6. co �r
CONNECTED TO TRU55 MAX. 2x(b GONT. OR BRACING 6' FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRACING 6' FROM END OF TRUSS)
2x4 iGONT. USE 4-12d NAILS AT CONNECTIONS 2x4 CONT, USE 4-12d NAILS AT CONNECTIONS
LINTEL. DRIP EDGE - Ex x\ \ ,
ALUM. FACIA -� - - �- '�- ---- ALUM. FACIA -� -- --- �- ------ �''�
PRECAST HEADER
DOOR TRAGK VENTED SOFFIT \ i VENTED SOFFIT \ o
7/16" O.S.B. OR C.D.X. GABLE SHEATHING , i TRUSSES 7/16' O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES
W/ 8d RING SHANK NAILS @ 4" O.C, �` @ 24" O.G. W/ 8d RING SHANK NAILS @ 4" Q.C. >` �� @ 24" O.G.
ON EDGES AND 12" O.C. IN FIELD (TYPICAL) - ON EDGES AND 12" O.C. IN FIELD \ (TYPICAL)
IN
- �- -- ------ --71- -- ---- �-
2 X 8 (PT) PLATE EAGH GABLE END TRUSS o
�` z
GABLE END TRUSS -
SIDE OF DOOR OPENING
16d NAILS @ 12„ O.C. (I) H6AI0 @ 4-8,11 O.G. ON TOP 16d NAILS @ 12" O.C. (I) HGAIO @ 48" O.G. ON TOP �
PLATE BEHIND GABLE TRU55 3-16d NAILS @ EACH PLATE BEHIND GABLE TRU55 3-16d NAILS @ EACH q
cr
1-5TAI65 ALONG GABLE TRUSS \__ _ TRUSS PER BRACE LSTAIB's ALONG GABLE TRUSS\—"TRU55 PER BRACE N(4) I/2" AB-7" LG.. @ 24" O.G. MAX. W/ 10-IOd NAILS DOUBLE 2x4"TOP PLATEDOUBLE 2x4 TOP PLATE
EA. DOOR TRA�GK 1/2" GYP BOARD @ 24�� O.G. MAX. W/ 10-10d NAILS 1/2 GYP BOARD
W/2" So. WASHER. s NUT DBL. 2x12 BEAM N/
AT FILLED GELL REFER TO ELEVATIONS FOR FINISH JOINT IN PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE REFER TO ELEVATIONS FOR FINISH
ENDWALL PLATE. USE 2"x4" BLOGKIN6 FLAT WAYS AT JOINT. I/2" FLITCH PLATE
1/16" 05B 5HEATHIN6 POCKET INTO 2X4 WALL OR
2"x4" STUDS @ 16O.G. (I) PG GAPS @ BEAM TO P05T
P.T. P05T (SEE FLOOR PLAN FOR
�. �. 1/2" DRYWALL SIZE, LOCATION I FIN15H)
/ A5L= NE)WALL= A L� NDI,� ALL [DEETAIL W1 P AM E
® GARAGE DOORAT AME WALL IDI�OFF D W AD I OF NINO �
T AC< MOUNT [DETAIL
[DETAIL
SGALE: 5/4" = 1'-0" SGALE: 3/4" = I'-O"
N.T.S.
I t�
(1) SP4 EVERY OTHER STUD W/ 10-I0d NAILS L5TAI8 @ SEE "5-2" SHEETS FOR TRUSS PLANS
�
DOUBLE TOP PLATE SEE "5-2" SHEETS FOR TRU55 PLANS TOP $ BOTTOM @WALL STUDS HEADE
7BOTTOM OF HEADER AND CONNECTOR SCHEDULE
AND CONNECTOR SCHEDULE R
HEADER DOUBLE TOP PLATE
(2) 2x12 W/ 1/2" COX FLITCH 1/16" 055 OR GDX PLYWOOD
EXTERIOR SHEATHING NAILED
W/ IOd GALV. @ 3" O.G. EDGES
AND 12" O.G. FIELD
2x4 5YP OR #2 5PF @ 16" O.G.
W/ (1) 5P4 EVERY OTHER STUD HEADER STUDS } }
�n @ TOP AND BOTTOM TYP. (USE SP65 FOR 2x6 STUDS WALL STUDS 2x4 P.T. WALL STUD W! (3) 1/2"
(U5E 5P(b'5 FOR 2x6 STUDS 5P8'5 FOR 2x8 STUDS IN LIEU @ 16" O.G. DIA. ANCHOR BOLTS TO BLOCK
5P65 FOR 2x8 STU05 IN LIEU Q OF 5P4's FOR 2x4 STUDS) FULL LEN6TH 1 1
OF 5P4's FOR 2x4 5TU05) STUDS > WALL STUDS I--- - - - - —i
1/2" DIA. x S" ANCHOR BOLTS I - _ W
W! - - 1
EMBED 6" MIN. 2"x2"xl/8" � } }
WASHERS, LOGATED WITHIN NO CONNECTORS REQ D — -
}-- —Q --� drawn by:
6" OF EACH END AND 24" //7v 1 1
O.G. MAX. ELSEWHERE - - - - - - - - - - - - - GheGked by: Gp
(1) 5P4 @ BOTTOM OF EVERY 2x #2 5PF (2" LARGER THAN RAFTERS)
it v OTHER STUD HEADER STUDS 1/2" DIA, x 8" ANCHOR BOLT - - - - �� N/ (5) 16d FOR 2X6, (4) 16d FOR 2Xa, date. 3f1102
OR EXPANSION ANCHOR N/ ���� ����' (5) 16d FOR 2X10, (6)16d FOR 2XI2RVKKICjqNE 2"x2"xl/8" WA5HER5 LOCATED Sheet 24"x36" BULL SGALE
2x4 P.T. BOTTOM PLATE WITHIN 6" OF EACH CORNER ENGINEERING 156016: [1"AT HALF SGALE
COMPOSITE LINTEL, PREGA5T LINTEL, 1 32" O.G. MAX. ELSE WHERE 2x #2 5YP RAFTER 51MP50N (407) 774-9003 FAX: (407) 774-8477 ROOF 4 FRAMIN6 DETAILS
OR 51TE CAST CONCRETE ANCHOR BOLTS @ 52" O.G. MIN. A34 @RIDGE BOARDD PLATE
P,O, BOX 161613 ALTA�AONTE SPRINGS, FL 32716
2X RIDGE (2" LARGER THAN RAFTERS) THOMAS J. ANDERSON PEA 47819
GOMP051TE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTTOM PLATE VALLEY FRAMING � � � i �
N QUAL Lo E XT I O TO ICIASON �' OR SITE CAST CONCRETE S u w . :�",0.1 ;;,, p.E. THIS STRUCTURE HAS BEEN DESIGNED TO MEET I EXCEED
EXTERIOR. FRAMED WALL
ALL 4 O FE N I � I( THE 120 M,P,H. 3 SECOND GUST WIND LOAD 001 REQUIREMENTS "D 3
d� t�lJ � �1 � �l N.T.S. L� OF THE FLORIDA BUILDING CODE 200I EIIITION,
N.T.S.
N.T.5.
F, orida Lic se # 5398
Q
REV. DATE
PRE-ENGINEERED ROOF TRU55 PRE-ENGINEERED FLOOR J015T
SEE "5-2" SHEETS FOR TRUSS PLANS SEE "5-2" SHEETS FOR TRU55 PLANS
5P4 W/ 10-I0d NAILS
• (1) MTSI(q OR EOUIV.
@ EVERY OTHER
W/ (4) TAPGON5
WALL STUD /7H\3/16" X 2-1/2" @ 2" O/c,MIN.
LINTEL �orAwc, wz
1/2" EXP. ANCHOR x 8" LONG pq z a w Ewa Aa w
GABLE END TRU55 o 0
DOUBLE TOP PLATE I I I S S E) LINTEL S T A f' DETAIL
a
}�
wAW0�O
(1) H3 @ EAGH FLOOR JOIST F O FROOF T U 5 S TO LINTEL E- W E- Ex-' � H E—
(1) MT512 @ EACH ROOF TRU55 o Z x
TO TOP PLATE, USE 8-Bd NAILS � w a � w
w � x
TO TOP PLATE, USE 14-I0d NAILS N.T,S, o a Z
(UNLESS NOTED OTHERWI5E)
(UNLE55 NOTED OTHERWISE) Ibd GOMMON OR (2) 2x6 PT TOP PLATE a � a cn 914
A�IU��� ?"
GUN NAILS 3" O/G 12" EXTENDED BEYOND N a� w z o a a
/ ALL STUDS OPENIN6, w g H M z
WWa� wA
@ 16 O.G. (6 FT MAX. OPENING) cn p4
w ww oz�a
Haq cn
cn
c„ o
FILLED GELLS
EA. 51DE OF WINDOW co
OPENING PRE-ENG 1 NEERED .-i
i/2" DIA. x 8" ANCHOR BOLT (SEE FLOOR PLAN) ROOF TRUSS
OR EXPAN51ON ANCHOR w/ 8 G.MU. WALL
2"x2"xl/8" WA5HER5 LOCATED N
WITHIN 6" OF EAGH GORNERH I (VERTICAL) Q co
32" O.G. MAX. U.N.O. A L END TRU55 H A [D1D TAIL 2x P.T. FRAMING
AN
IN LIEU �� �� � � � I � � LINTEL ANCHORED TO G:M.U. Wf�LL
/ U� � , , �
4 3/16 x 3 TAPGONS T ® �
n
5P4 @BOTTOM OF 2x4 P.T. BOTTOM PLATE 4" O.G. MAX.
TEXTURED GEMENTITIOUS E-+
�
COMPOSITE LINTEL, PRECAST LINTEL, EVERY OTHER NT5 �
OR 51TE GAST CONCRETE WALL STUD FINISH !�i '-It
N
i_4 1/2" P.T. PLYWOOD I -4
1/2 P.T. PLYWOOD ►�
INT IO LOAID- ,S IN FF-,AME WALL DETAIL OVER 2x P.T. FRAMING (HORIZONTP 1 OVER 2x P.T. FRAMING
W/ 8d NAILS @ 6" O.G. MIN. 2x P.T. FRAMI E- CO �t
N.T,5, EAGH SIDE OF JOINT @ 12" O.G. W/ 12d NA{LS'' FRAMING - 8" MIN.
(l2" O.G. TYP.� ABOVE FINISHED GRADE Ll Z 0
Lo
Z
CANTILEVERED COLUMN IDTAIL
N.T.5.
DOUBLE 2x4 TOP PLATE
_ -- Z0-4
W
II 1/4" DIA. FLUE W/
2" MIN. CLEARANCE E
BETWEEN FLUE AND FRAME
PRE -MANUFACTURED
SP4 W/ 10-I0d NAILS CHIMNEY GAP GALVANIZED FLASHIN6
@ EVERY OTHER
PER MANUFACTURER 5 SPEC. 5
WALL STUD
WALL STUDS
@ 16 O.G. (1) 5PI EVERY OTHER STUD
7/16" 0.5.8. OR G.D.X. ROOF 5HEATHIN6 7/16" O.S.B. OR G.D.X. GABLE SHEATHING
TOP OF CHIMNEY SHALL BE A MINIMUM W/ 5d RING SHANK NAILS o 4" O.G.
2x4 BLOGKIN6 @ 4a" O.G. MAX 2x4 BLOGKIN6 @ 48" O.G. MAX OF 2'-0" ABOVE A POINT AITHIN 10'-O" ON E06E5 AND 12" O.G. IN FIELD
2x4 BOTTOM PLATE CONTINUOUS TO END OF GABLE FIRST 2 TRUSS BAYS OF THE NEAREST ROOF
USE 4-12d NAILS AT GONNEGTION5 A
E 4-12d NAILS AT GONNEGTION5
2X4 #2 5YP ® 16" O/C 2X4 FRAMED CRICKET W/
zl-GALVANIZED FLASHING 1�
7 //
2x4 TOP PLATE � A T Y — — r. — TRUSSES +
(1) L5TA30 W/ 22-10d NAILS @ 24" O.G.
@ EVERY OTHER WALL STUD u u (TYPICAL) —a- + F®4
(4) Ibd COMMONS NAILED
WALL STUDS 1/2" GYP BOARD
VAULTED TRUSSES a EACH END
2x6 OR 2x8 STUDS 24" O.G. @ 24" O.G. (TYPICAL) 6ALV. FLA5HIN6 + (2) Ibd COMMONS END NAILED
16" O.G. FRAMED UP TO ROOF DEGK 2x4 FIRE BLOCKING
W1 (1) 5P6 OR 5P8 ON EVERY OTHER STUD NAIL 2-16d EA. 2x4 BLOCK' TO VERTICAL 2x4'S
@ TOP AND BOTTOM FOR 2x6 WALL5 USE--tj + +
7/I6" 0.5.8. OR G.D,X. 5HEATHIN6 R 2x4 STUDS @ 24" O.G.
W/ 8d RING SHANK NAILS @ 4" O.G. (MATCH VAULT) +
ON E06E5 AND 12" O.G. IN FIELD ii 2x(b OR 2x8 P.T. PLATE GONT. W/ 1/2" ANGHOR BOLT5 + '
�- --- � � 2X4 #2 5YP. BLOCKING
@ 52" O.G. W/ 4" EMBED U,N.O. W/ 2"x2"xl/S" WA5HER5 + w
REFER TO ELEVATIONS FOR FINISH
LINTEL BLOCK W/ 2 #5 DIA. RODS GONT.
NAIL AS SHOWN W/ IOd NAILS
I/2" DIA. x 8" ANCHOR BOLT
OR EXPANSION ANCHOR W/ EXTERIOR INTERIOR
2"x2"xl/S" WASHER5 LOCATED II
WITHIN 6" OF EAGH CORNER FIRE PLACE CH II�1i V *T-' [DETAIL draNN
8 32" O.G. MAX, U.N.O.
EXTEf;;,'IOR 5ALLOON FRAM INS ON N.T.S. checked by:
GP
COMPOSITE LINTEL, PRECAST LINTEL,
SP4 ®BOTTOM OF 2x4 P.T. BOTTOM PLATE t'-lA,5ON )1' WALLS TW N TRU,55 S date:
EVEIRY OTHER 311102
OR 51TE GAST GONGRETE WALL STUD 56BLE: 3/4" = I'-O" Sheet 2411x36" FULL SCALE
ENG
i I scale: 1i°xi7° HALF SCALE
(407) 774-9003 FAX: (407) 774-8477 ROOF $FRAMING DETAILS
fNTI� l��[) — �� INr-;; FRAME J74L� W/ P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716
THOMAS J. ANDERSON PE# 47819
LOAD -SEARING FFAME INN -WALL AE30VE
N.T.S. -'aria Virginia Caparros, P.E, THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
THE 120 M,PA 3 SECOND GUST WIND LOAD REQUIREMENTS
�L �L OF THE FLORIDA BUILDING CODE 2001 EDITION,
CV4
/Iorlic,a Lic se # 53989
JAN 9 3 2003
V
STRUCTURAL GENERAL NOTES:
1, SHORING REQUIRED WHEN THE CONSTRUCTION LOAD EXCEEDS THE SAFE LOAD LISTED FOR LINTEL 8-8UL OR 8-8UR
2. SHORING OF PRESTRESSED LINTELS IS REQUIRED AT 8'-0' O.C. MAX. DURING CONSTRUCTION AND MAINTAINED UNTIL
85% OF THE CONCRETE FILL GROUT STRENGTH IS OBTAINED.
3. SAFE LOAD VALUES ARE BASED ON NOMINAL 8 INCH BEARING (6 INCH MIN). VALUES FOR 4 INCH BEARING MAY BE
OBTAINED BY USING 80% OF INDICATED TABLE VALUES.
4. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER ASSEMBLY HEIGHT
5. FOR LENGTHS NOT SHOWN, USE THE SAFE LOAD FROM THE NEXT LARGER LENGTH
6• SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAL FOOT.
7. UPLIFT LOADS ARE BASED ON 1-#5 VERTICAL REINFORCING BAR AT EACH END OF BEAM CONTINUOUS TO TWO INCHES
BELOW TOP OF BEAM. PROVIDE HOOK BARS INTO FILL CELLS FOR EIGHT INCH DEEP LINTEL BEAMS TO DEVELOP INDICATED
UPLIFT LOADS.
8. LATERAL LOADS ARE BASED ON SOLID GROUT FILL CELLS ON EACH SIDE OF BEAM SPAN REINFORCED WITH AT LEAST 1-#5
VERTICAL REBAR.
9. COMPOSITE BEAM SAFE LOADS ARE BASED ON MATCHING FIELD REBAR IN BOTH THE TOP AND BOTTOM OF BEAM.
10. SAFE LOAD RATINGS PER ACI 530 AND ACI 318, LOAD BEARING SUPPORT FOR LINTELS SHALL BE DESIGNED BY OTHERS.
11• SAFE LOADS ARE LISTED AS NET CAPACITY - LINTEL BEAM WEIGHT HAS BEEN DEDUCTED FROM THE GROSS CAPACITY.
12. ALL LINTELS EXCEED L/360 VERTICAL DEFLECTION RATIO EXCEPT EIGHT INCH DEEP LINTELS. EIGHT INCH DEEP LINTELS
EXCEED L/240 VERTICAL DEFLECTION RATIO.
13. FOR GRADE 40 REINFORCING STEEL, USE 85% OF INDICATED TABLE VALUES. IF 4 INCH BEARING IS USED, TABLE VALUES DO
NOT NEED ANY FURTHER REDUCTION.
14. BOTTOM BARS MAY NOT BE USED FOR CLEAR SPANS UP TO 5-4". USE 80% OF INDICATED TABLE VALUES. IF 4 INCH
BEARING IS USED, TABLE VALUES DO NOT NEED ANY FURTHER REDUCTION.
MATERIALS
1. f'c PRECAST = 4,000 PSI
2. f'c PRESTRESSED = 6,000 PSi
3. f'c GROUT = 3,000 PSI WITH 3/8 INCH MAXIMUM AGGREGATE
4. C.M.U.'S PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1,900 PSI
5. REBAR PROVIDED IN PRECAST PER ASTM A615, GRADE 60
" 6, FIELD REBAR PER ASTM A615, GRADES 40 or 60
7. MORTAR PER ASTM C270 TYPE M OR S
LINTEL and RECESS DOOR HEADER DESIGNATION
FLORIDA ROCK INDUSTRIES, INC.
PRECAST/PRESTRESSED LINTELS
GRAVITY LOADS (145 T. & B.)
GRAVITY LOADS (245 T. & B.)
MARK
NO.
OVERALL
LENGTH (ft.)
CLEAR
SPAN (ft.)
A
C
8-8SL5
8-12SL5
8-16SL5
8-20SL5
8-24SL5
8-28SL5
8-32SL5
8-8SL25
8-12SL25
8-16SL25
8-20SL25
8-24SL25
8-28SL25
8-32SL25
L-1
2'-10"
1'-6"
12276
30339
30339
30339
30339
30339
30339
12276
30339
30339
30339
30339
30339
30339
L-2
3'-6"
2'-2"
5726
15629
21014
21014
21014
21014
21014
5726
17439
21014
21014
21014
21014
21014
L-3
4'-0"
2'-811
4043
8564
14846
17079
17079
17079
17079
4043
8564 1
17079
17079
17079
17079
17079
L-4
4'-6"
3'-2"
3121
5676
10498
13732
14385
14385
14385
3121
5676
13862
14385
14385
14385
14385
4'-8"
3'-4"
2896
5092
9445
12355
13653
13653
13653
2896
5092
11472
13653
13653
13653
13653
L-5
5'-4"
4'4'
2260
3639
6551
8570
10594
11400
11400
2260
3639
6871
11400
11400
11400
11400
h
L-6
5'-10"
4'-6"
1934
2988
5144
6732
8323
9916
10127
1934
2988
5263
9584
10127
10127
10127
Q
w
w
CC
L-7
6'-6"
5'-2"
1624
2416
4016
6609
8331
8820
8820
1624
2416
4016
6609
8820
8820
8820
a.
L-8
7'-6"
6'-2"
1305
1877
2964
4511
5797
6906
7391
1305
1877
2964
4511
6888
7391
7391
8'-0"
6$4'
1188
1689
2620
3893
4935
5880
6826
1188
1689
2620
3893
5733
6837
6837
L-9
8'-4"
7'-O"
1121
1584
2434
3570
4465
5320
6176
1121
1584
2434
3570
5162
6514
6514
L-10
9'-4"
8'-0"
956
1333
2003
2731
3377
4025
4673
956
1333
2003
2853
3965
5484
5770
L-11
10'-6"
91-21.
798
1078
1560
2044
2529
3014
3501
814
1125
1659
2310
3119
4152
4973
L-12
11'-4"
10'-0"
737
1012
1479
2035
2709
3542
4386
737
1012
1479
2035
2709
3542
4560
12'-0"
10'-8"
684
937
1360
1857
2449
3166
3824
683
937
1360
1857
2449
3166
4052
L-14
13'-4"
12'-0"
620
1200
1720
2180
2700
3200
3800
660
1220
1700
2180
2700
3200
'3800
L-15
14'-0"
12'-8"
560
1100
1600
2100
2560
3000
3500
580
1100
1600
2100
2570 ,,
°"' 3000
3500
L-16
14'-8"
13'-4"
470
800
1400
2000
2400
2880
3340
520
1060
1500
1960
2400
2900
3300
Q
w
L-17
15-4"
14'-0"
440
700
1300
1900
2300
2720
3160
480
1000
1460
1900
2300
2700
3420
-
w
L-18
17'-4"
16'-0"
320
600
1000
1500
1800
2300
2640
320
800
1240
1500
1800
2300
2640
r�
°-
L-19
19'-4"
18'-0"
250
420
660
1060
1500
1900
2300
250
640
920
1360
1 1500
1900
2300
L-21
2l'-4"
20'-0"
190
340
620
960
1400
1800
2200
210
560
820
1120
1400
1800
2200
22'-0"
20'-8"
160
320
600
900
1300
1700
2000
190
500
800
1060
1300
1700
2000
L-22
24'-0°
22'-8"
130
280
480
750
1100
1400
1600
148
392
640
960
1240
1560
1800
8 - 20 S L - X Field Rebar qty. and size
at top & bottom
Nominal Width ( 0 = 1 #5 Tolp, 0 bars Bot. )
(5 = 1 #5 To1p and Bot. )
Nominal Depth ( 25 = 2 #5 Top and Rot. )
S=Solid grout filled, U=Unfilled L=Lintel, R= Recess Door Header
Ei
8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL
EEO Z
8-6UR 8-6SR 8-10SR 8-14SR 8-18SR 8-22SR 8-26SR 8-30SR
"A" Steel
"B" Steel
n
PRECAST REINFORCING SCHEDULE
8 INCH U-LINTEL
Overall Length
"A" Steel
"B" Steel
2'-10" to 5-10"
6'-6" to 10'-6"
11'4' to 12'-0"
2 - #3
2 - #3
2 - #3
2 - #3
2 - #4
2-#5, 1-#3
STEEL
STEEL.
RECESS DOOR HEADERS
GRAVITY LOADS (145 T. & B.)
MARK
NO.
OVERALL
LENGTH (ft.)
CLEAR
SPAN (ft.)
DOOR
SIZE (ft.)
A
C
8-6SR5
8-1OSR5
8-14SR5
8-18SR5
8-22SR5
8-26SR5
8-30SR5
M-1
3'-8"
2'-4"
2'-0"
2720
8243
18810
19543
19543
19543
19543
M-2
4'-0"
2'-8"
2'-4"
2075
6215
12105
17102
17102
17102
17102
Q
U
M-3
4'-4"
3'-0"
2'-8"
1632
4988
11089
15204
15204
15204
15204
w
a
M_4
4'-8"
3'-4"
3'-0"
1315
4155
8354
13680
13680
13680
13680
M-5
5'-8"
4'-4"
4'-0"
1376
2785
4805
8418
10524
10524
10524
M-7
6'-8"
5'-4"
5'-011
896
2093
3372
5285
8463
8550
8550
M-8
7'-8"
6'-4"
6'-0"
625
1551
2598
3852
6363
7200
6859
M-g
9'-8"
8'-4"
81-0"
346
859
1790
2497
3648
4592
3863
PRESTRESSED PRECAST REINFORCING SCHEDULE
8 INCH U-LINTEL
Overall Length
"A" Steel
"B" Steel
13'-4" to 19'-4"
2 - #3
2 - 7/160 STRAND
21'-4" to 24'-0"
2 - #3
2 - 7/160 STRAND
and 2-#4
C
"A" Steel
"B" Steel
V)
7 5/8" cv v
it
RECESS HEADER REINFORCING SCHEDULE
8 INCH U-LINTEL
Overall Length
"A" Steel
"B" Steel
3'-8" to 4'--8"
5-8" to 9'-8"
---
2 - #3
2 - #4
2 - #4
QUALITY PRECAST COMPANY
P.O. BOX 11
BRANDON, FL 33509-0011
OFFICE: (813) 685-5615
FAX: (813) 821--6227
I.UIND01115, PORCH, 4 G,4R,4GE DOORS
PRECAST LINTEL (S"X5" PILLED)
PREC,45T LINTEL (S"Xlo" COMPOSITE)
Total Allowable Superimposed Load - Pounds per Linear Foot
Mark No.
Glear Span
Lintel Size
Filled (1) #5
8"x8"
Filled (2) #5
811x81'
Filled (1) #5
T 4 E3
Filled (1) #5 T
(2) #5 13
Filled (2) #5
T 4 B
A
B
G
D
E
L-1
1'-611
21-10"
-1845
8122
123-14
125g1
1286-1
L-2
2'-2"
31-611
5415
5604
8488
8680
08-71
L-3
21-811
41-011
4553
4538
6868
-1023
"11-18
L-4
31-211
41-611
3686
3817
5-7-72
5gO2
6055
L-5
41-011
5'-4.1'
2g06
3010
4546
464q
4753
L-6
4'-611
51-101'
25-1-1
266q
4028
4120
4212
L-7
51-2 t1
61-611
2167
2245
3382
5460
3538
L-8
6'-2i1
7'-6"
1865
ICI32
2g08
2g-15
5042
L-C1
7'-011
81-411
1636
16CI6
2548
260-1
2666
L-10
81-011
G11-411
1425
1476
2215
2267
231q
L-11
q1-211
10'-611
1236
1281
Igla
IC136
20001
L-12
101-011
111-411
1128
11-i0
1-i4q
17gO
1552
L-15
111-211
121-611
1004
1042
1554
15q 1
1628
L-14
121-011
151-41'
q31
g33
1450
1415
150-1
L-15
121-811
14'-011
783
784
1356
138q
1421
L-Ib
15'-4"
14'-8"
160
165
1545
1446
1512
L-11
14'-O'
6-4"
661
681
1526
1516
1451
L-18
161-0"
1'1'-4"
521
525
1155
11011
1250
L-14
151-0"
Icl'-4"
406
405
1014
1051
1104
L-20
151-04
20'-0"
516
511
ciao
1011
1065
L-21
20'--O"
21'-4"
502
503
880
4113
454
L-22
22'-8"
24'-O"
251
234
140
"M5
801
NOTE: Bold numbers represent precast Iinte,15 prestressed using
(2) -1/16" Diameter Prestressing Strands.
DOORS
PRECAST LINTEL (8"Xco" FILLED)
PRECA&T LINTEL (8°X114" COMPOSITE)
Total Allowable Superimposed Load - Pound5 per Linear Foot
Mark No.
Glear Span
Lintel Size
Filled (1) #5
5"x611
Filled (2) #5
b"x611
Filled (1) #5
T 4 B
Filled (1) #5 T
(2) #5 0
Filled (2) #5
T 4 6
A
B
G
D
E
M-2
21-811
41-011
023
N.R.
6850
N.R.
N.R.
M-4
3'-811
41-811
1203
N.R.
3825
N.R.
N.R.
M-5
41-811
51-811
884
N.R.
4120
N.R.
N.R.
M-8
6'-811
71-811
5-10
N.R.
2315
N.R
N.R
M-q
8'-411
q 1_811
500
N.R.
1745
N.R.
N.R.
.GENERAL NOTES
1) CODES:
1.1 STANDARD BUILDING CODE (1999) AND FLORIDA BUILDING CODE (2001).
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-98).
2) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 4000 PSI
2.1.2• PRE -CAST W/PRESTRESS REINFORCEMENT - 6000 PSI
2.1.3, CONCRETE FILL (PLACED IN FIELD) - 3000 PSI
2.2 REINFORCING BARS:
2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATION ASTM A615 (GRADE 40), (GRADE 60) FOR PRE -STRESSED.
2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
N.R. = NOT RATED
'A' BAR
FIGURE N0 1
:ONG. FILL
PLACED IN FIELD)
5TD t80' HOOK o EACH END OF
STIRRUP Yl 2 1/2' LEG EXTENSION
PAST BEND. (rYF)
TOP LE6 BAR.
3/0' BAR. EACH LE6
W2' STIRRUPS O 4'-0' G-G
(TIED OR NEEDED)
BOTTOM STEEL - SEE SCHEDULE
"A• BAR
NOTE.
I. MINI" COVERAGE OF STEEL - 1.5'
2. CONCRETE STREN6TH AT RELEASE - 35PSI
TYPICAL LINTEL SECTION PRECAST CONCRETE
5QU1 RT.5.
FIGURE N0. 3
1AR CONT1NIOL15
n
m
COMPOSITE LINTEL SECTION
SCALE: RT5,
CONCRETE BLOGK 'KNOCK -OUT'
COU425E (F' M - 1250 PSIJ
CELLS AND 'U' LINTEL FILLED WCONCRETE
PLACED IN FIELD (2500 PSI)
V LINTEL5 A5 5HOWN IN
FIGI/RE5 NO. I OR NO. 2
(1) "5 BAR CONTINI)OL
FIGURE NO. 2
2500 PSI CONC. FILL
(CONCRETE PLACED IN FIELD)
STD 150" HOOK o EACH EHD OF
5TIRRUP 1,11/2 1/2' LEG, EXTENSION
PA5T BEND. (TYP)
A r°i WE$' BAR. EACH LE6
1 1
1 ° '1/32' 5TIRRUPS (P051TIONERS) AT
1 •:! a� 1 4'-0' C-G AND AT 6' WITHIN 2 FEET
j q 1 „ " ; OF ENDS (TIED OR N>ELDED)
BOTTOM STEEL - SEE SCHEDULE
'A'BAR
11
'1/I6' PRESTRESSED STRAND
A' I.TD' ll6' NOTE,
'A' 13AR MR TbYB MIN, 1. MINIM)M COVERAGE OF STEEL - 1.5'
2. CONCRETE 5TREN6TH AT RELEASE - 3500 P51
3. STRAND FOR PRESTRE551116 TENDONS-
A5TM A416
4. MINIMUM PRE5TRE55 FORGE
PRIOR TO L055E5 - 43.5K TOTAL
TYPICAL LINTEL SECTION PRECAST
W1 PRESTRESS REINFORCEMENT
5rdu. Rr5.
3) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE
NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530•
3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 1250 PSI.
3.3 MORTAR SHALL BE TYPE S.
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8"
(WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1
OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE)
4.2 ALLOWABLE LOADS ARE TOTAL SUPER IMPOSED LOADS.
4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE
ALLOWABLE LOAD TABLES BY DETERMINING THE MAXIMUM RESISTING
SHEAR AND MOMENTS.
Ca air os P.E.
Florida License # 53989
kfV,TK1G4NE
ENGINEERING
(401)'n4-?003 FAX. (401)114-84'M
P.O. BOX 161613 ALTAMONTE 8F'f21N35, FL 321I6
THOMAS J. ANDERSCN FE• 41819
REV. I DATE
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checked by: Gp
dace: 3/1/02
scale: NONE
LINTEL SHEDULE
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
THE 120 M.P,H. 3 SECOND GUST WIND LOAD REQUIREMENTS
OF THE FLORIDA BUILDING CODE 2001 EDITION, CLIS
'JAN 2 3 2003
'JAN 9,3 2003
SUILOING E)P-Pr.
MESE PLANS ARE REVIEWED AND CONDJTI0NpjL4f
ACCEPTED FOR r,=-.RflllT. APERMIITISSUED SHA" SM
CONSTROED-TO ap_uc;";`.-E ',Df--EED WITH
THE WORK A.^,ir). IINGOT AS '0 VIOLATE,
CANCEL;..'a
- At-TF,?� c,R S'T Ai,",, OF THE
FROVIS!ONS OF TH': - m02 SHALL
ISSUANCE dF p, F;w,,3NVJT PREVENT 'D_DING
DEPT FROMREQUMJN,.'--, A '-'� 'REC.
TION OF ERRORS ON THE Pi ANS, TION
MQMgR VIQLATION5 OF THE COMS,
V"'