HomeMy WebLinkAboutBIN A-4 PERMIT 2144
PAGE # 1
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\\'ORKSHALLCO~{P , t1t nD'G
i\LL " ES FLORIDA Bu u..v
PRE\! A.lllNG COD "ECTRlC CODE ANL
CODE., NA 110NAL EL S ORDINANCES
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PLAtJS REVIEWED
DATE I ~"'5~3 _g~,~)
BUI!"OING DEPT APPROVED~~ CJ
ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT
BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,NEC.
AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON
ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE
OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE
VERIFIED WITH THE ENG. OF RECORD.
DRAWN BY
H. S. HANLEY TRUSS AND DESIGN
I ~AN ANTONIO FLA 352-588-2342
DATE: 5/21/03
D.W. SMITH ENGINEERING. FLORIDA # 53608
MECHANICAL & ARCHITECTURAL ENGINEERING
352-521.0865 OFFICE 352-521-0867 FAX.
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
THE FLORIDA BUILDING CODE SECTION 1606
FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE.
DAVID W SMITH PE# 53608
SCALE: 1/4" = 1'.0"
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6'-0" SLIDING
12'.7"
21'-5"
16'-0"
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6'.0" ~ 8'-0" ~ 5'-4" ~ 6'-4" } 4'-8" 9'.10" J 9'.10"
30'~4" 19'-8"
50'-0"
MAIN FLOOR PLAN
I WIND LOAD DESIGN PRESSURES ARE LISTED IN BOXES BY EACH OPENING .1
EXTERIOR OPENINGS
LIVING AREA
ENTRY
GARAGE
1281 SF
32 SF
433 SF
ALL WINDOW AND DOOR OPENING INSTALLATION METHODS
ARE DETAILED IN THIS PLAN, BUT IT WILL BE THE CONTRACTORS
RESPONSIBILITY TO INSURE THAT THE WINDOWS ARE INSTALLED
AS PER THE MANUFACTURES ENGINEERED DRAWINGS AND THAT
A COpy OF SAID DRAWINGS ARE ON THE JOBSITE AT THE TIME
OF INSTALLATION.
TOTAL AREA
1746 SF
IN ACCORDANCE WITH CHAPTER 471.003(2) (1) OF THE FLORIDA ADMINISTRATIVE
CODE,ELECTRICAL,PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY
THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS
DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS.
ROOF TRUSSES
PAGE # 2
ALL TRUSS BRACING WILL BE SPECIFIED BY THE TRUSS COMPANY
EXCEPT FOR GABLE END DIAPHRAGM BRACING DESIGNED FOR THIS PLAN.
THIS WILL INCLUDE THE TEMPORARY TRUSS BRACING THAT WILL BE FURNISHED
WHEN THE TRUSSES ARE DELIVERED. T-BRACING THAT IS SPECIFIED ON SOME
ENGINEERED TRUSS DRAWINGS MAY BE SUBSTITUTED WITH ALTERNATE BRACING.
(1) 2X4 CLB MAY BE SUBSTITUTED FOR (1) 1X4 "T" BRACE AND (2) CLB's MAY BE
SUBSTITUTED FOR (1) 2X4 "T" BRACE. CLB's ARE TO BE EQUALLY SPACED.
(CLB . CONTINUOUS LATERAL BRACING)
THIS INFORMATION WAS OBTAINED THROUGH ALPINE ENGINEERED PRODUCTS
1950 MARLEY DRIVE HAINES CITY FLORIDA 33844 (941) 422.8685 WALTER P. FINN P.E.
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PRE. ENGINEERED ROOF TRUSSES
24" OC MAXIMUM SPACING
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC.1.33
DEFLECTION MEETS L /360 LIVE
AND L / 240 TOTAL LOAD
16'-0"
ROOF FRAMING PLAN
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ATTACH TRUSSES TO BEAMS
AND KNEEWALLS AROUND ENTRY
WITH H-5 HURRICANE TIE BY SIMPSON
OR EQUAL
',,:------~----------------------~-----
GABLE TRUSS VERT WEB L-BRACING
....... ----------------
"
"
NO BRACING REQUIRED FOR WEBS
UP TO 4'.1" IN LENGTH.
",
ATTACH TOP AND BOTTOM PLATES TO STUDS
OF KNEEWALLS WITH 1/2" CDX OR OSB SHEATHING
WITH 8d COMMONS 6" OC ALL AREAS,
=====J
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USE (1) 1X4 L.BRACE FOR WEBS UP TO 6'.1"
USE (1) 2X4 L-BRACE FOR WEBS UP TO 8'-0"
USE (2) 2X4 L-BRACE FOR WEBS UP TO 9'.8"
USE (1) 2X6 L-BRACE FOR WEBS UP TO 12'.6"
USE (2) 2X6 L-BRACES FOR WEBS UP TO 14'-0"
NAIL L-BRACES WITH 10d NAILS
2" OC IN 18" END ZONES AND
4" OC BETWEEN ZONES
PROVIDE FOR CONNECTIONS OF 160 PLF
OF UPLIFT OVER CONTINUOUS BEARING
ATTACH BEAMS
AND KNEEWALLS
TO LINTEL WITH HETA16
STRAPS AS NOTED
OR EQUAL
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ENTRY DETAIL
DRAWN BY
R. S. HANLEY TRUSS AND DESIGN
SAN ANTONIO FLA 352-588-2342
DATE: 5/21/03
ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT
BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL/NEC.
AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON
ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE
OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE
VERIFIED WITH THE ENG. OF RECORD.
D.W. SMITH ENGINEERING. FLORIDA # 53608
MECHANICAL & ARCHITECTURAL ENGINEERING
352.521.0865 OFFICE 352.521.0861 FAX.
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
THE FLORIDA BUILDING CODE SECTION 1606
FOR THE 120 MPH ( 3 SECOND GUST) WIND lONE.
DAVID W SMITH PE# 53608
SCALE: 1/4" = 1'-0"
~~u
~~
50'-on
NOTE 3rwAY FOR
FLOODS FRONT
AND REAR
8'-4" 9'-0" 10'-8" t 14'-0" 8'-0"
t 25 j 35 8'-0' SLIDING 6'.()' SLIDING
r-------------------------------------------------------------------------------------------------------------------------------------------------------,
PAGE # 3
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1) IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE
CODE, ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY
THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS
DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS.
8'-0" SLIDING
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,...------., 8'-11"
4" I 3000 PSI CONCRETE SLAB WITH 6x6 10/10 WIRE MESH
OVER CLEAN FILL DIRT. THE FILL WILL BE COMPACTED TO
A MIN, OF 2500 PSF. TERMITE TREATMENT MUST BE APPLIED
UNDER ALL CONCRETE OR OTHER MATERIALS PLACED
WITHIN 1 FT, OF ALL EXTERIOR WALLS, A 6 MIL, VISQUEEN
VAPOR BARRIER MUST BE PLACED UNDER ALL CONCRETE,
FIBERMESH OPTIONAL
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8"x16" CONT. CONCRETE FOOTER WITH (2) #5 REBARS
ON ROD CHAIRS SPACED NO MORE THAN 48" OC.
FILLED CELLS WILL BE VERT, #5 RODS IN ALL CORNERS,
AND BESIDE EACH OPENING. THE MAX. SPACING
FOR ANY FILLED CELL WILL BE 8'.0"OC. ALL RODS MUST
BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25".
[2] DENOTES FILLED CELL LOCATIONS
NOT MORE THAN 8".0" OC.
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6'-8 1/4"
8"X16" BELLED FOOTER
WI 2 #5 REBARS
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CONCRETE ENCASED "UFER" ELECTRODE
IS REQUIRED PER ART 250-50.. 1999 N.E.C.
MUST BE INSPECTED PRIOR TO CONCRETE
PLACEMENT
KITCHEN I BREAKF~ST
,
STEP DOWN 4"
TO GARAGE
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I A MONOLITHIC SLAB CAN BE OPTIONAL SEE DETAIL SHEET I
6'-0"
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6'-4"
4'-8"
9'-10"
9'-10"
~
5'-4"
8'-0"
30'A"
19'.8"
PLUMBING / FOUNDATION PLAN
ELECTRICAL SYMBOLS
FOUNDATION NOTES
-<?- LIGHT FIXTURE 0 POT LIGHT
$ STANDARD SWITCH 00 EXHAUST FAN
$3 3.WAY SWITCH .., SMOKE DETECTOR
d:b 110v OUTLET ~ WALL MOUNTED LIGHT
, 220v OUTLET QD DBL FLOOD LIGHT
U ELEC.PANEL
+ CEILING FAN WITH
1__________' FLUOR, FIXTURE A LIGHT KIT
EXTERIOR OPENINGS
THESE PLANS WERE DESIGNED BASED UPON AN ALLOWABLE
SOIL BEARING CAPACITY OF 2500 PSF (MIN.) IT IS THE CONTRACTOR
/ HOMEOWNERS RESPONSIBIL TY TO INSURE THAT THIS MIN IS PROPERLY
PREPARED AND COMPACTED.
ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION
TERMITE TREATMENT PER FBC 1816.7 INITIAL SOIL POISONING TREATMENTS
SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND
COMPACTING ARE COMPLETED.
ALL WINDOW AND DOOR OPENING INSTALLATION METHODS
ARE DETAILED IN THIS PLAN, BUT IT WILL BE THE CONTRACTORS
RESPONSIBILITY TO INSURE THAT THE WINDOWS ARE INSTALLED
AS PER THE MANUFACTURES ENGINEERED DRAWINGS AND THAT
A COPY OF SAID DRAWINGS ARE ON THE JOBSITE AT THE TIME
OF INSTALLATION,
2) ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS
ABOVE COUNTER HEIGHTS AND WITHIN 6'.0" OF SINKS SHALL BE GFI
( GROUND FAULT INTERRUPTER)
3) ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO
AN ARC-FAULT INTERRUPTER "AFI" CIRCUIT
4) SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM
AND IN HALLWAY AREAS ADJACENT TO BEDROOM AND OTHER
LIVING AREAS (SMOKE DETECTOR PER SEC.905,2,5)
5) PROVIDE AN OUTLET AND LIGHT WITHIN REACH OF
EVERY ATTIC ACCESS AREA FOR ANY FUTURE SERVICE
IN THE ATTIC AREA.
TERMITE PROTECTION
THE TERMITE COMPANY MUST POST AT THE JOBSITE
THE PRODUCT, CHEMICAL CONCENTRATION AND THE
NUMBER OF GALLONS USED, THE TECHNICIAN WHO
APPLIED IT AND THE TIME AND DATE OF TREATMENT.
ALL THE PLUMBING PIPES, ELECTRICAL CONDUITS AND
OTHER UNDERGROUND WORK MUST BE COMPLETELY
FINISHED BEFORE THE INITIAL TERMITE TREATMENT. IF
THE SOIL IS LATER DISTURBED, IT MUST BE TREATED AGAIN.
IN ACCORDANCE WITH CHAPTER 471.003(2) (1) OF THE FLORIDA ADMINISTRATIVE
CODE,ELECTRICAL,PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY
THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS
DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS.
CONCRETE ENCASED "UFER" ELECTRODE
IS REQUIREO PEH ART 250-60" 1999 N,E,C,
MUST BE INSPECTED PRIOR TO CONCRETE
PLACEMENT
DRAWN BY
R. S. HANLEY TRUSS AND DESIGN
SAN ANTONIO FLA 352-588~2342
DATE: 5/21 /03
ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT
BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,NEC.
AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON
ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE
OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE
VERIFIED WITH THE ENG. OF RECORD.
D.W. SMITH ENGINEERING - FLORIDA # 53608
MECHANICAL & ARCHITECTURAL ENGINEERING
352-521-0865 OFFICE 352-521.0867 FAX,
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
6'.0" SLIDING
MASTER BEDROOM
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OUTLET FOR
GARAGE DOOR
---
16'-0"
,~
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
THE FLORIDA BUILDING CODE SECTION 1606
FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE.
DAVID W SMITH PE# 53608
SCALE: 1/4" ::: 1'-0"
PAGE # 4
DOOR AND WINDOW SCHEDULES
FOR MASONRY CONSTRUCTION
MASONRY CONSTRUCTION I WINDOW INSTAllATION
MASONRY CONSTRUCTION I DBl AND SINGLE DOOR INSTAllATION
HEAD
THE #8 ANCHOR SCREWS ARE ONLY FOR INSTALLATION
WITH A 2X BUCK STRIP WHEN USING A 1X BUCK STRIP
ONLY THE TAPCON ANCHORS ARE REQUIRED.
L1NTLE OVER OPENING
BUCK STRIPS
6" f f f 6" 4" LINTLE OVER OPENING
MIN.I I MIN MIN. 131111 MAX.1S" II MAX. 18" ~13111 C)
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16" 3E +- -., ~
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6" ~ ~~ 6" ~
MIN. 4" MIN. 4"
MIN. I MIN.
SINGLE DOOR S'. 0" SINGLE DOOR 6'. S"
6" 6" L1NTLE OVER OPENING
MIN. MIN.
3" I 3,,13" 3"13" I 6" I
MIN.
-
6" 1 f f 1 1 f 6"
MIN. MIN.
.- +- -00 -
1)
#S INSTALLATION ANCHORS MUST BE OF SUFFICIENT L TH.
TO ACHIEVE MIN. EMBEDMENT OF 11/S" INTO 2X BUCK STRIPS
THE FASTENING SCHEDULE OF
#8 FASTENERS IN THE HEAD
6" IN FROM EACH JAMB
#S FASTENERS IN EACH JAMB
6" OC MIN. SPACING
17" OC MAX. SPACING
FOR ALL WINDOW SIZES UP TO 51 7/8" X 95" ( 34.22SF )
WITH A DESIGN PRESSURE OF UP TO 70 PSF
CAULK BEHIND WINDOW FIN AT HEAD AND JAMBS WITH DUO-SIL
ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK
OR EQUAL FOR THE PERIMETER SEAL.
CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING
.-
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WINDOW
HEIGHT
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SPACE
ANCHORS
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SILL
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THIS INFORMATION WAS OBTAINED THROUGH KINCO , LTD. OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254
FROM ENGINEERING PROVIDED FOR THE INSTALLATION OF THEIR PRODUCT. IF OTHER THAN KINCO WINDOWS ARE
INSTALLED THE CONTRACTOR WILL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE.
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EXTERIOR
BLOCK
WALL
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1/4" MAX. SHIM SPACE 2X/BUCK STRIP
W/ LOAD BRG SHIM\ / INTERIOR FINISH
WINDOW FRAME JAMB '- \ 1 X FURRING RIGID INSULATION
--:::::!r-::::::::::::::::::::::::::::::f i\ 3/16" TAPCON CONCRETE SCREW
F~tj.91-8-):'l!~9-:.~-~~~ It <: WITH A 11/4" MIN. EMBEDMENT
/ EXTERIOR BLOCK WALL
6"
MIN.
I*-
-
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6"
MIN.
SINGLE DOOR OR DBL DOOR
W I SIDELIGHT
SINGLE HUNG WINDOW SIZES
I TAPCON PLACEMENT FOR 2X BUCK STRIPS I
1/4" MAX. SHIM SPACE
W/ LOAD BRG SHIM\
WINDOW FRAME JAMB '- \
-------------------;.:r:-~
----------:-------- ~
F~NQ~1i W(NQ~W~-1
_________________ nF
---------------- u
1X BUCK STRIP
/INTERIOR FINISH
1 X FURRING RIGID INSULATION
<: 3/16" TAPCON CONCRETE SCREW
WITH A 11/4" MIN. EMBEDMENT
CODE SIZE WINDOW SIZE M.O.
WIDTH X HEIGHT 1x BUCK STRIPS
SH 12 19 1/8 X 26 19 3/4 X 26
SH 13 19 1/8 X 383/8 193/4 X 383/8
SH14 191/8 X 505/8 193/4 X 50 5/8
SH 15 191/8X63 19 3/4 X 63
SH16 19 1/8 X 76 19 3/4 X 76
S H 33/2 26 1/2 X 26 271/8 X 26
SH 33/2 261/2 X 383/8 27 1/8 X 38 3/8
S H 34/2 261/2 X 505/8 271/8 X 50 5/8
SH 35/2 261/2 X 63 27 1/8 X 63
SH 36/2 261/2 X 76 271/8 X 76
SH 22 37 X 26 37 5/8 X 26
SH23 37 X 38 3/8 375/8 X 383/8
SH 24 37 X 50 5/8 375/8 X 505/8
SH #2WE (EGRESS) 37 X 57 3/4 37 5/8 X 57 3/4
SH 25 37 X 63 37 5/8 X 63
SH 26 37 X 76 37 5/8 X 76
SH 32 53 1/8 X 26 53 3/4 X 26
SH 33 531/8 X 38 3/8 53 3/4 X 38 3/8
SH 34 531/8 X 50 5/8 533/4 X 505/8
SH #3WE (EGRESS) 531/8 X 57 3/4 53 3/4 X 57 3/4
SH 35 53 1/S X 63 533/4 X 63
SH 36 53 1/8 X 76 53 3/4 X 76
SINGLE DOOR
DESIGN PRESSURE RATING
pas 67.0PSF NEG. 67.0 PSF
#8 ANCHOR WOOD SCREW
11/S" MIN. EMBEDMENT
WINDOW WIDTH
1) CAULK BETWEEN BUCK AND MASONRY WALL
2) CAULK BETWEEN FLANGE AND WOOD BUCK
~ 3) PERIMETER CAULK ALL EDGES
4) BUCK STRIP WIDTH PER CONTRACTOR
MIN. WIDTH 2X4
SINGLE WITH SIDELIGHTS
POS. 60.0 PSF NEG 60.0PSF
DOUBLE WI WO SIDELIGHTS POS 47.0 PSF NEG. 47.0 PSF
MASONRY WINDOW INSTALLATION W/2X BUCK STRIPS
LINTLE OVER OPENING
I 6" I 16" I
MIN. MIN.
BUCK STRIPS
t 14" t T~1I f~" ~..f ~J T 14" f
MAX. MAX.
- -..
USE A #8/2 1/2" PHILLIPS HEAD WOOD SCREW
AT ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS
BUCK STRIPS ARE TO BE A CONTINUOUS PIECE
ON THE TOP AND SIDES OF OPENINGS USEING
1X OR 2X #2 PT PINE LUMBER (T-NAILS ARE NOT
TO BE USED IN 2X BUCKS, ONLY TAPCON SCREWS)
USE VIKING .097" X 1 3/8" HIGH CARBON T-NAILS
AT SPACINt.3INDICATED BELOW BASED ON TOTAL
ROUGH OPENING SIZE.
EXTERIOR BLOCK WALL
ADO 11/2" TO WINDOWS ROUGH OPENING SIZE WHEN
USING 2X BUCK STRIPS AND FLANGED WINDOWS
THE WINDOWS SPECIFIED ON THIS PLAN ARE BASED OF THE SIZES IN THIS
CHART .IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THAT THE SIZES
OF THE WINDOWS OF CHOICE ARE THE SAME OR ALLOWANCES MADE
WHEN FRAMING IN THE ROUGH OPENINGS.
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MAXIMUM MAXIMUM T-NAIL SPACING
OPENING OPENING AT TOP AND
HEIGHT WIDTH SIDES
5' . 4" 3' . 1" 12" OC
7' . 0" 6t _ 4" 9" OC
7' . 0" 12'.0" 6" OC
8' .1" 12' . 0" 6" OC
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USE A MIN OF (3) T-NAILS PER EACH BUCK STRIP
WINDOW WIDTH
1) CAULK BETWEEN BUCK AND MASONRY WALL
2) CAULK BETWEEN FLANGE AND WOOD BUCK
~ 3) PERIMETER CAULK ALL EDGES
4) BUCK STRIP WIDTH PER CONTRACTOR
MIN. WIDTH 1X4
-
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THIS INFORMATION WAS FURNISHED BY THERMA-TRU CORPORATION
1687 WOODLANDS DRIVE MAUMEE OHIO PH. (800) 537 .8827
IF OTHER THAN THERMA .TRU DOORS ARE USED THEN IT WILL
BE THE BUILDERS RESPONSIBILITY TO OBTAIN THE ENGINEERED
INSTALLATION INSTRUCTIONS FOR THE DOORS OF CHOICE.
DOUBLE DOORS
NOTE:
THIS avS.rEM HAS BEliN iVALUATIiD FOR USB IN LOCATIONS AOHIiRING TO THli FL.ORIOA UUlbiJlNG 000&
AND WHERe PRESSURE REQUIREMeNTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS
AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN.
MASONRY WINDOW INSTAllATION W/1X BUCK STRIPS
THERMA.TRU IN-SWING I OUT.SWING DOOR MASONRY SYSTEM
DRAWN BY
R. S. HANLEY TRUSS AND DESIGN
SAN ANTONIO FLA 352-588-2342
DATE: 5/21/03
ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT
BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,NEC.
AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON
ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE
OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE
VERIFIED WITH THE ENG. OF RECORD.
/
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D.W. SMITH ENGINEERING. FLORIDA # 53608
MECHANICAL & ARCH!TECTURAL ENGINEERING
352-521-0865 OFFICE 352-521-0867 FAX.
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
THE FLORIDA BUILDING CODE SECTION 1606
FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE.
DAVID W SMITH PE# 53608
SCALE: 1/4" = 1 '_0"
ENGINEER'S NOTES:
ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE
THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND GUST)
THE IMPORTANCE FACTOR = 1.0 (RESIDENTIAL)
THE EXPOSURE CATEGORY = B
THE INTERNAL PRESSURE COEFFICIENT = +/- 0.18
NOTE: THE MANUFACTURER OF THE WINDOWS AND DOORS ARE
TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED
DESIGN WIND PRESSURE RESULTING FROM THE 120 MPH
WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION
SPECIFICATIONS. ALL WINDOWS AND DOORS ARE TO BE
INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
10d NAILS BOTTOM EDGE
3" OC DBL ROWS
--------- -----------
--------- ----------------------- -----------
--------- --------r------1------- -----------
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GARAGE DOOR DETAIL / BLOCK CONSTRUCTION
ALL DOOR HARDWARE TO BE INSTALLED
PER MANUFACTURES SPECIFICATION WITH
THE SAME ALLOWANCE FOR 120 MPH WIND.
GARAGE DOOR TO BE REINFORCED
TO WITHSTAND UP TO 120 MPH WIND LOAD
DRAWN BY
R. S. HANLEY TRUSS AND DESIGN
SAN ANTONIO FLA 352-588-2342
DATE: 5/21/03
ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT
BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.
@ @
@
@
@
@
@
A MINIMUM OF 2X6 PINE GRADE LUMBE
AROUND DOOR OPENING ATTACHED
WITH (4) 1/2" X6" J-BOL TS SPACED
EQUALLY EACH SIDE AND 24"OC
ACROSS THE TOP.
@
@
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,NEC.
AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON
ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE
OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE
VERIFIED WITH THE ENG. OF RECORD.
@ @
SEE ELEVATIONS
FOR EXT, PITCH
PAGE # 5
GALVALUM METAL ROOFING INSTALLED
AS PER MANUFACTURERS SPECS
#30 ROOFING FELT
,-
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, ,
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PRE-ENG. WOOD TRUSSES ,,' ,/
#37 MIN TOTAL LOADING /'',,/
, ' BRACING SPECS BY THE ,,' ,/
\ \ TRUSS COMPANY ,/>/
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R.30 INSULATION \ \"/,,
5/8" COX OR OSB SHEATHING NAILED
WITH 8d COMMON NAILS AT 6" OC
UNLESS OTHERWISE NOTED
ALUM. DRIP EAVE
2X SUB FASCIA
1/211 CEILING DRYWALL
VIYNL FASCIA
VIYNL SOFFITT ::
II
POURED LINTEL BLOCKS WITH (1) #5 ROD
TIED TO VERT RODS IN FILLED CELLS
POURED CONCRETE LINTEL OVER ALL OPENINGS
WITH (1) #5 REBAR OR POWER STEEL LINTELS
II
II
II
II
II
II
SEE ELEVATIONS FOR
EXTERIOR FINISH
II
II
II
1/2" DRYWALL OVER 1X FURRING STRIPS
AND RIGID INSULATION
SEE FLOOR PLAN FOR
CEILING HEIGHTS
SEE DETAIL SHEET OF THIS PLAN FOR
WINDOW AND DOOR INSTALLATION. THE
CONTRACTOR IS RESPONSIBLE TO HAVE
INSTALLATION INSTRUCTIONS ON THE JOBSITE
IF OTHER COMPONENTS ARE CHOOSEN.
II
II
II
II
II
II
PRE CAST CONCRETE SILL
II
II
II
----------- -------[-------]------- ----- -----
10d NAILS TOP EDGE
3" dc DBL Rbws
I I
---------------- -------~-------t------- --
- - ?P_L-'9_~ !3_~q9_~ - - - - - - -1- - - - - - - -I- - - - - - - - - -.
10d NAILS BOT_~ EDGES
3" 6c DBL ROW
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::::::::::: _______L_______l_______ ::::~::: ::::::: ________L______J_______ :::::::::::
10d NAILS BOTTOM EDGE 10d NAILS BOTTOM EDGE
3" OC DBL ROWS 3" OC DBL ROWS
UPLIFT CAPACITY OF 15/32" WOOD STRUCTURAL PANEL SHEATHING FOR BOTH SHEARWALLS
AND UPLIFTS SIMULTANEOUSLY (855 PLF)
WHERE DOORS AND WINDOWS INTERRUPT WOOD STRUCTRUAL PANEL SHEATHING OR SIDING
FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS.
II
II
8" CONCRETE BLOCK
EXTERIOR WALLS
II
II
II
II
II
II
INTERIOR TRIM
#5 REBAR IN FILLED CELLS
I
I
II
FINISHED GRADE
12" MIN DISTANCE
CONT. CONCRETE FOOTER WITH (2) #5 REBARS
ON ROD CHAIRS SPACED NO MORE THAN 48" OC.
FILLED CELLS WILL BE VERT. #5 RODS IN ALL CORNERS,
AND BESIDE EACH OPENING. THE MAX. SPACING
FOR ANY FILLED CELL WILL BE 8'.0'IOC. ALL RODS MUST
BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25".
SEE THE FOUNDATION PLAN TO DETERMINE THE
SIZE OF THE FOOTER REQUIRED.
FINISHED FLOORING
4" / 3000 PSI CONCRETE SLAB WITH 6x6 10/10 WIRE MESH
OVER CLEAN FILL DIRT. THE FILL WILL BE COMPACTED TO
A MIN. OF 2500 PSF. TERMITE TREATMENT MUST BE APPLIED
UNDER ALL CONCRETE OR OTHER MATERIALS PLACED
WITHIN 1 FT. OF ALL EXTERIOR WALLS. A 6 MIL. VISQUEEN
VAPOR BARRIER MUST BE PLACED UNDER ALL CONCRETE.
FIBERMESH OPTIONAL
CONCRETE ENCASED "UFER" ELECTRODE
IS REQUIRED PER ART 250-50.. 1999 NEC,
MUST BE INSPECTED PRIOR TO CONCRETE
PLACEMENT
TYPICAL MASONRY WALL SECTION
II
II
8" CONCRETE BLOCK
EXTERIOR WALLS
#5 REBAR IN FILLED CELLS
li INTERIOR TRIM
@
FINISHED GRADE
12" MIN DISTANCE
@
VAPOR BARRIER
@
SCALE: 1/2" = 1 '.0"
FINISHED FLOORING
MONOLITHIC SLAB
4" /3000 PSI CONCRETE SLAB WITH 6x6 10/10 WIRE MESH
OVER CLEAN FILL DIRT. THE FILL WILL BE COMPACTED TO
A MIN. OF 2500 PSF. TERMITE TREATMENT MUST BE APPLIED
UNDER ALL CONCRETE OR OTHER MATERIALS PLACED
WITHIN 1 FT. OF ALL EXTERIOR WALLS. A 6 MIL. VISQUEEN
VAPOR BARRIER MUST BE PLACED UNDER ALL CONCRETE
EXTEND VAPOR BARRIER TO THE OUTSIDE EDGE OF THE SLAB.
FIBERMESH OPTIONAL
D.W. SMITH ENGINEERING. FLORIDA # 53608
MECHANICAL & ARCHITECTURAL ENGINEERING
352-521-0865 OFFICE 352-521-0867 FAX.
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
THE FLORIDA BUILDING CODE SECTION 1606
FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE.
DAVID W SMITH PE# 53608
SCALE: 1/4" = 1'.0"