HomeMy WebLinkAboutCONSTRUCTION PLANROOF EDGE 1
END END
ROOF EDGE
R803.2.3.1 SHEATHING FASTENINGS.
WOOD STRUCTURAL PANEL SI-EAT14ING SHALL
BE FASTENED TO ROOF FRAMING WITH 8D RING -
SHANK NAILS AT 6 INCHES ON CENTER AT EDGES
AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING.
ZONE I RING -SHANK NAILS SHALL HAVE THE FOLLOWING
MINIMUM DIMENSIONS
ZONE 2
I. 0.113 INCH NOMINAL SHANK DIAMETER.
ZONE 3
Z RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
3,16 TO 20 RINGS PER INCH.
4. 0.280 INCH FULL ROUND HEAD DIAMETER.
5.2 INCH NAIL LENGTH.
ROOF SHEATHING NAILING ZONES
O
O
O
O
O
O
O
2 O
RIDGE
O
O O
O O
O O
O O
I�19)
FL. JSTS.
3/8' CONT. B D OF CAULK
(BACK BEDDING) BEHIND BUCYy
TO PREVENT LIQUID PASSAGE
SET FLANGE IN CONT.
BED OF CAULK ACROS
ENTIRE FACE OF BUCK
/4' MAX SHIM
CEMENTIOUS
P.T. IX WOOD BUCK TO
FINISH
XTEND BEYOND INTERIOR
FACE OF WINDOW OR S.G.D.
PERIMETER CAULK
/2' DRYWALL
TTACH AS PER MANUF.
PRODUCT APPROVALS
ATTACH Fb,T. BUCKS
W/.099 X 1'�1/2' NAIL
TYP. ALUM.WINDOW
AT 12' O.C.
OR S.G.D. JAMB
AIL AT CBS WALL
3/8' CONT. BEAD OF CAULK
(BACK BEDDING) BEHIND SHIM
TO PREVENT LIQUID PASSAGE
1/4' (MAX) SHIM\
SET FLANGE IN CONT,
BED OF CAULK ACROSS_`
ENTIRE FACE OF SHIM
PERIMETER CAULK
SILL CORROSIVE RESISTANT'TAPCONP
PRE -CAST -CONC. SCREWS INSTALLED AS SPECIFIED
IN WINDOW MANUF. PRODUCT APPROVAL
CONIC. SILL
- CONC.BLK.EXT.
ALL W/1#5 VERT
AS IN FLOOR PLAN
TYPICAL WINDOW S.G.D. JAMB DET ' ' ' TYPICAL PRECAST CONC. SILL DETAIL
NOTE- GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION NOTE GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION
1-1/2" WALL MOUNTED HANDRAIL
AT 34" ABOVE LEAD EDGE OF
SEE OTHER DETAIL PAGE 7
USE 2 LAYERS OF 5/8"
TYPE "X" FIRE RATED,.
DRYWALL OR EQUAL, ALL
UNDERSIDE OF STAIRS
AND LANDING
ro
(3) 2" X 12" STRINGERS
(1) EACH SIDE E (1) AT
MIDPOINT
BULLNOSE
STAIR NOTE:
15 RI,SERS AT 7.25'
14 TPEADS AT 10" 2' X 12" I �r
I" BUI-LNOSE STRINGER
IST FLOOR
STAIR RISER
N,T.S•(INTERIOR)
PERMIT TYPE- S.F.R. PERMIT NUMBER- OWNERS NAME MR. E MRS. TONKIN
DESIGN PROFESSIONAL NAME A/E JOHN H. CRESWELL, PE JOB SITE LOCATION, 98 NETTLES BLVD
NED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL
' OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING
COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
)SION-RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS,
SXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH
OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT
EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH
ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD,
THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS.
THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR
• IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL.
AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR
STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL
RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BUILDING COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT
APPROVAL HAS BEEN INCORPORATED IN TO TEE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT.
16' X 18" CONC.
FOOTING W/(2) u5'S
CONT.
35 ALIGNED
I) EA. SIDE OF STAIRS
(2) RISERS AT 7.5" CONCRETE ,AND (D AT MIDPOINT
(1) TREADS AT 10" STAIRS
1" BULLNOSE USE 3000 PSI
CONCRETE
ENTRY STAIR RISER
N.T.S.
PRODUCT
MODEL NUMBER
SERIES SH-7700
MANUFACTURER
EVALUATION AGENCY
OA NUMBER
EXPIRATION DATE
WINDOWS -SINGLE HUNG
LAWSON IMPACT GLASS
MIAMI-DADE
2-0127.16
12/27/2016
MULL BARS
ALUMINUM TUBE
LAWSON
MIAMI-DADE
2-0127.07
05/30/2017
SLIDING GLASS DOOR
SERIES SH-9200
LAWSON IMPACT GLASS
MIAMI-DADE
2-1204.12
12/20/2018
EXIT DOOR, SOLID CORE
EXTERIOR HINGED DOOR
THERMA-TRU
FLORIDA BUILDING CODE
L 5891.1
NA
ROOFING MATERIAL
5V-CRIMP
J.M. METALS
FLORIDA BUILDING CODE
L 12966.6
NA
IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PE ORMED THE BUILDING ENVELOPE
EVALUATION AS REQUIRED BY THE FLORIDA BUILDING CODE.
JOHN H. CRESWELL, PE PEA 40940, COA# 27002
ARCHITECT/ENGINEERS'S SIGNATURE FL. CERT./REG. NUMBER
GENERAL NOTES-
L CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE" AS
ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE
CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL
3. AUE9VWIIf�P{L DAME SCMF',OCTA EEBeWAMISGSS �EE'IL EDENCE
SPECIFICATIONS, ETC.
OVER SCALED DIMENSIONS.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
STLJCTU12AL NOTES,
8.D�9S16IQR(�V@StRVL @l�l(�.O(W71HI OM�HRNK�JM COMPRESSIVE
2. SOIL BEARING CAPACITY- 2500 PSF
STRENGTH OF 3000 PSI AT 28 DAYS.
4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE
AND STEEL REQUIREMENTS.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS,
FOOTINGS, 3' BEAMS, 1-1/2' SUSPENDED SLABS, 1'
6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60
STEEL MINIMUM IN BEAMS AND COLUMNS.
7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL
BE PRESSURE TREATED.
8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALLATION OF HARDWARE IS NOT PERMITTED.
9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE.
IO.BEARINIG POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS
IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE
BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR
MORE PLIES UNLESS NOTED.
II, ROOF SHEATHING TO BE NAILED WITH NOD GALV.
12.FjT� iTQtE(q}T(¢�J��;X�jl�dlfpyQtylIN FIELD
TO MASONRY WTH I/2' DIAMETER 7' EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTTOM 36" OC THEREAFTER.
13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY
14.CORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS
15.FOOTINGS SHALL BE A MIN. OF 16' IN WIDTH OR AS
INDICATED ON DRAWINGS
16.ROOF DL E LL - 55 P.S.F.
17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
18.FLOOR LL - NA
19.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING
20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
1000 PSI OR NO.2 SOUTHERN PINE:, UNLESS NOTED OTHERWISE.
PENETRATIONS THROUGH ANY SEPARATION
SHALL BE PROTECTED BY FILLING THE
OPENING AROUND THE PENETRATING ITEM
WITH APPROVED MATERIAL TO RESIST THE
FREE PASSAGE OF FLAME AND PRODUCTS
OF COMBUSTION.
SEE TYPICAL WALL
SECTION FOR FOOTING
DETAILS
r I A
EMBED #5 DOWEL 7"
INTO FOOTING W/EPDXY
MISSED DOWEL DETAIL
(9) NOD X I-I/2"
STRAP TO TRUSS
SIMPSON MTS 16 ATTACHED
TO BLOCK W/(3)- 3/16" X 1-3/4'
TAPCONS
TYPICAL CONC.BLK
EXTERIOR WALL
MISSING TRUSS STRAP DETAIL
ST. LUCIE COUNTY
PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION
2308 VIRGINIA AVENUE
FORT PIERCE, FL. 34952
772-462-155
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
"i HIS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOF) COMPLIANCE OF
FBC 1606.1,4 FOR ONE OF THE FOLLOWING.
INTERNAL WINO PRESSURE ==�"�
WINDBORNE DEBRIS PROTECTION PM•) a
v
IMPACT RESISTANCE GLAZING {PW�y/CL�/�
(In- f^�),F�
THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE
SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE
(SINGLE OR MULLTI-FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY
NONRESIDENTIAL STRUCTlF2E. THIS CERTIFICATION SHALL NOT APPLY TO WTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR
STRUCTURAL WALLS. COLUMNS OR OTHER COMPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR
FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (772)462-2172
STREET ADDRESS 98
PERMIT NUMBER
OCCUPANCY TYPE
SFR
CONSTRUCTION TYPE
CBS
CERTIFICATION STATEMENT
I CERTIFY THAT, TO THE BEST OF MY IQVOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO
COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE
COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND
LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) JV BYE
I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 St Q.oCOs,rP9PQpw
2. BUILDING DESIGN IS, ENCLOSED YES PARTIALLY ENCLOSED OPEN BUILDING
3 MEAN ROOF HEIGHT, LESS THAN 22' ROOF PITCHY 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES, < 4.5' WIND SPEED 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE I -I. ASCE 7 II FBC TABLE 1604.5 THESE PLANS AND All. PROPOSED WORK
6. WIND EXPOSURE CLASSIFICATION D ADJUSTMENT FACTOR FOR EXPOSURE E HEIGHTS 1.61 ARE suaaEcr TO A;`lY cQRAEcrIONS
7. COMPONENTS $CLADDING WIND PRESSURE ON ROOF ZONE I -41.9 2 -59.1 3 93.5 PSF REC{,WRED BY FIELD IN9I+E01011II THATAIRY AE NEGES9MY W MIFA TO
8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE5PLANS PSF COMPLY WI'fHALL APPLICAbLMCApa4,
9. COMPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF
10. LOADS FLOOR 55 PSF ROOF/DEAD 27 PSF ROOF/LIVE_20 PSF
II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES X NO CIF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? YES_X--VO (IF NO, ATTACH EXPLANATION
13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES--X-NOIFNO, ATTACH EXPLANATION
14. MINIMUM SOIL BEARING PRESSURE 2500 PRESUMPTIVE 2500BY TEST N/A PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND
CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
DESIGN FIRM
SLCCDV FORMS: 020-00
REVISED 5/18/09 (CU
ST. LUCIE COUNTY
DATE BUILDING DIVISION
REVIEWED ,h�.
ROR CO C[
SEAL REVIEWED BY
DATE
PLANS AN?PM
MUST BE KEPT ON JOB OR
L.!LO INSPECTION WILL BE MADE
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESFONSIBILfPY OF THE
CONTRACTOR OF RECORD
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MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC.
AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLI ATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF , WITHOUT CONSENT, BEyOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
FLORIDA DESIGN CRITERIA
V(ULT) 170 MPH
V(ASD) 132 MPH
EXPOSURE
IMPORTANCE FACTOR
CATEGORY
INTERNAL PRESSURE COEFFICIENT
ROOF ZONE UP LIFT PRESSURES:
ZONE] -41.9 PSF
ZONE 2 -59.1
ZONE 3 -93.5
FOR ROOF PITCHS 2/12 THRU 6/12
(3 SEC. GUSTS)
(3 SEC. GUSTS)
D
I
I I
COMPONENTS � CLADDING PRESSURES -EXPOSURE "D"
INTERIOR ZONE
END ZONE
TAG
POS.PRESSURE
NEG.PRESSURE
TAG
POS.PRESSURE
NEG.PRESSURE
SQ.FT.
50.4
-54.6
50.4
-67.5
10
48.2
-5 .5
G
48.2
-63.0
20
C
45.1
-49.4
45.1
-56.8
50
D
42.9
-47.2
1
42.9
-52.5
100
®
37.6
-41.7
J
37.6
-41.7
500
EXPOSURE "D" MULTIPLIER
MEAN ROOF HEIGHT
LESS THAN 25'
RIGHT REAR
5V-CRIMP
I
METAL ROOF
FINISHED FLOOR
1 00
ELEVATIONS 1/4" = 1'-0"
LEFT
MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-12Y CONSTRUCTION, INC.
AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION.
FRONT
EN
12
3
5V-CRIMP METAL ROOF
OVER 30a FELT OVER
19/37 CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
'SIMPSON' HETA20
AT EACH TRUSS
TO BEAM WAI2)_
IOD X I-I/2
SEE SOFFIT
FASCIA DETAIL
FILL CELL SOLID N
AT WEDGE At
CONC. 'U'
W/(0a5
CONIC.
WADa5
12
PITCH
3 ENGINEERED ROOF
TRUSS AT 24' O.C.
30 INSULATION
I"X4' AT BOTTOM
CHORD AT 8' O.C.
AND CONTINUOUS
wimBnw AILED W/(3) 81
COMMON EA.TR
1/2' DRYWALL
CONCRETE 'U' BLOCK
WAD tt5 CONTINUOUS
USE CONCRETE LINTEL
ABOVE ALL WINDOWS
AND DOORS TH12U BLOCK
WALL
1/7 DRYWALL OVER
R-4.5 FOIL OVER I'X2"
P.T. FURRING
INSUATION
NG. FL JSTS.
AT 16, O.C.
CEMETIOUS CEILING
"DENS GLAS" OR EQUAL
IN ALL CARPORT
7/8" P.C. STUCCO TOP CHORD BEARING
TYPICAL EXTERIOR NGINEE12ED FL. JOISTS
I'll AT 16 O.C.
CONIC.
W/(Da5
CONCRETE BLOCK
EXT. WALLS W/<I)
a5 VERT. AT 4' O.C.
E EA. SIDE OF EA,
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
OVERLAP ALL REBAR ENDS
48 BAR DIA. (MIN), PROVIDE
CONTINOUS LOAD PATH FROM
FOOTING TO TOP OF BEAM
TYPICAL STUO
INSIDE CARPOF
WALLS
4'
r—CONC.
SLAB
X 18" FTNG.
(2) a5'S CONT
WALL SECTION AT GARAGE
N.T,S.
5VCRIMP METAL ROOF
OVER SOU FELT OVER
19/32' CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
"SIMPSON' HETA20
AT EACH TRUSS
TO BEAM W/(12)_
IOD X 1-1/2
SEE SOFFIT E _
CONCRETE BLOCK
EXT. WALLS W/4)
a5 VERT. AT 6' O.C.
E EA. SIDE OF EA.
OPENING IN BLOCK WALL
9 ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
FILL CELL SOLID W/CONC
AT WEDGE ANCHORS
CONC. 'U' BLOCK
W/(Da5 CONT_
CONIC. LINTEL
WADa5 CONT.
7/8" P.C. STUCCO
TYPICAL EXTERIOR
CONCRETE BLOCK
EXT. WALLS W/<D
a5 VERT. AT 4' O.C.
& EA. SIDE OF EA.
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
OVERLAP ALL REBAR ENDS
48 BAR DIA. (MIN), PROVIDE
CONTINOUS LOAD PATH FROM
FOOTING TO TOP OF BEAM
rN
Wall.
❑ • •••-
• INSULATION
BOTTOM
••• AT _ O.C.
DRYWALL
CONCRETE 'U' BLOCK
WAD tt5 CONTINUOUS
USE CONCRETE LINTEL
ABOVE ALL WINDOWS
AND DOORS THRU BLOCK
WALL
1/7 DRYWALL OVER
12-4.5 FOIL OVER I"X7
P.T. FURRING
¢5 VERT TO T.O.B.
DBL. TX 8' RIM JOIST
WAD 5/8" DIA. WEDGE
ANCHORS AT 32' O.0
W/6' MIN. EMBEDIMENT
3/4' PLYWOOD DECKING
GLUED E SCREWED AT 6'
O.C. AT EDGES AND IN FIELD
�R-30 INSUATION
;. FL. JSTS.
16' O.C.
CEMETIOUS CEILING
'DENS GLAS' OR EQUAL
IN ALL CARPORT
TOP CHORD BEARING
ENGINEERED FL. JOISTS
AT 16 O.C.
TYPICAL STUCCO
INSIDE CARPORT
WALLS
4'
r—CONC.
/ SLAB
I r
• 0i CLEAN
FILL
� r-64
TYPICAL 2 STORY WALL SECTION
I
DBL. TOP
FRAME
BOTTOM__\I/2" DIA, A.B. AT
P.J.P.. BOTTOM 32" O.C., 6' MIN.
PLATE EMBEDIMENT IN CONC.
4' CONC.
SLAB
LIVING A.F.E. NAVD88
CONCRETE FOOTING
W(4)u5'S CONT. (2) AT
TOP AND (2) AT BOTTOM
•: ..........
GARAGE
(ri kADE::: j,
CLEARCOMPACTED
�- TREATED FILL
DETAIL AT GARAGE/LIVING
FOUNDATION PLAN 1/4" = I'-O"
LINTEL SCHEDULE
HIGH -STRENGTH
PRECAST AND PRESTRESSED LINTELS
MANUFACTURED BY CAST-CRETE
SAFE
APPLIED
SAFE
APPLIED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
BEAM
LENGTH
TYPE
LOAD
LOAD
LOAD
LOAD
COMPOSITE
LI
2'-10"
PRECAST
6113
< 800
4460
< 400
8FI6-IB/IT
L2
3'-6"
PRECAST
6113
< 800
3547
< 400
8FI6-IB/IT
L3
4'-0"
PRECAST
6113
< 800
3079
< 400
8FI6-IB/IT
L4
T-6"
PRECAST
5365
< 800
2290
< 400
8FI6-IB/IT
L5
10'-6"
PRECAST
1533
< 1500
914
< 400
8FI6-IB/IT
I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING
CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS
2. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS
3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON CENTER
4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED.
LENGTH = OPEN SPAN PLUS 8 INCHES
SLEEPING ROOMS PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF 5 SQ. FT FOR GROUND FLOORS,
5.7 SO. FT FOR UPPER FLOORS. OPENINGS
SHALL NOT BE LESS THAN 24-H OR 20'W
SILL NOT MORE THAN 44" ABOVE FLOOR.
LI
LI3 31/2-3 AWNING
25 EGR 15 WIN OW
L
-7
1.
BALCONY
68 SO FT
1�
2ND FLOOR PLAN 1/4" = 1'-0" IST FLOOR PLAN 1/4" = 1'-0"
CONCRETE BLOCK EXTERIOP WALLS WITH TYPICAL STUCCO FINISH CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH
MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. NOTE ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION ELSEWHERE IF APPLICABLE..
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\\ 1 12'
2• VTR
II
III
I
1
12
3" TO
FL,2
3 \\�
I
I
I
13.
1
.3'
IST FLOOR PLUMBING RISER 3"1
N.T,S, .i
• I
4' C/O 1
I
I
4•TOIAPPROVED
SEPTIC SYSTEM
BALCONY
2ND FLOOR HVAC PLAN 1/4" = I'-O"
PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOM
LEGEND
`ELECTRICAL
0
1/2 ON SWITCH ILO V. RECEPTACLE
$
SINGLE POLE SWITCH
C7
110 V. RECEPTACLE
$3
DOUBLE POLE SWITCH
220 V. SPECIAL PURPOSE OUTLET
pl
22OVAISCONNECT
FLOOR OUTLET
®
SMOKE DETECTOR
®
CARBON MONOXIDE DETECTOR
RECESSED - ADJ. EYEBALL
DOOR OPENER
FLUORESCENT LIGHT
'
IIOV FOR FIXTURE(LITE,ETG)
06=1
ELECTRICAL PANE.
RECESSED LIGHT
�]
ELECTRICAL METER
FLOOD LIGHT
FEY
TELEVISION JACK (CABLE)
EXHAUST FAN/LITE COMIBNTION
LA
PHONE JACK
®
EXHAUST FAN
0
DOORBELL
1�
CHIMES
CEILING FAN
, Y
®
SPEAKERS
CEILING FAN W/ LIGHT
GFI
GROUND FAULT INTERRUPT
WP
WATERPROOF
IST FLOOR HVAC PLAN 1/4" = I'-Cr
PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOM
12EVIS
REV I
TO
DOWN
LOAD CALCULATIONS
RESIDENTIAL 150 AMP ELECT. PANEL 240- IC 3W
CIRC,
DESCRIPTION
VOLT
CE 1E
WATT
Z E
1.2
AC/AH
240
60
12,000
6
3,4
ANKLESS/ ON DEMAND
240
30
17000
10
5.6
OVEN/RANGE
240
50
12,000
6
7,8
DRYER
240
30
1 1,000
10
9
LIVING RM,
120
15
1,500
14
10
MASTER BEDRM,
120
15
11000
14
11
BEDRM.2
120
15
11000
14
12
DINING RM.
120
20
1,000
12
13
LAUNDRY/WASHER
120
20
1 1,000
12
14
KITCHEN
120
20
2,000
GFI
15
BATHROOMS
120
20
1,000
GFI
16
SPARE
120
20
11000
12
FIRST 10,000 - 10,000
REMAIN. 41,500 AT 40% •16,600 51,500 WATTS
TOTAL 26,600
AMPS " 26,600 / 240 " 110.8 AMPS
PROVIDED ELECTRIC SMOKE
DETECTORS WITH BATTERY
BACK - UP IN ALL SLEEPING
AREAS AND STAIR LANDING
WIRED SO THAT THE ACTIVATION
OF ANY DETECTOR WILL ACTIVATE ALL.
A CARBON MONOXIDE ALARM SHALL
BE INSTALLED IN ACCORDANCE
WITH F.A.C. RULE 98-3.0472 WITHIN `
TEN FEET OF EACH ROOM USED FOR
SLEEPING PURPOSES.
2ND FLOOR ELECTRICAL PLAN 114" = I'-O"
PER 2008 N.E.C.
MEL-12Y CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC.
AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
OF MEL-12Y CONSTRUCTION, INC., THE USER TI-IEREOF , WITHOUT" CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
PC
REVISION
G
ELECTRIC RISER
NOT TO SCALE
ELECTRIC METER M
BY F.PL.
F.P.L
3n2/C.U.IN 2• DIA.
MAIN DISCONNECT 1 200 vv" s+.Mr M�
AMP (3o CIRc�
(3) n2/0 THHN-CU
IN 2• CONDUIT
SOLID OR STRANDED CU. GROUNDED TO #5
INFORCING BAR AT FOUNDATION BASE
LIFER GROUND REQUIRED
Y FPL
PAVERS
IST FLOOR ELECTRICAL PLAN 1/4" = 1'-0"
PER 2008 N.E.C.
AC
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RECEITM JUL 1720
5V-CRIMP METAL ROOF
OVER 30a FELT OVER
19/32" CDX PLYWOOD -
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
'SIMPSON' HETA20
AT EACH TRUSS
TO BEAM WA12) \
IOD X 1-1/2
SEE SOFFIT E,
FASCIA DETAIL
CONCRETE BLOCK
EXT. WALLS W/•D
a5 VERT. AT 6' O.C.
E EA. SIDE OF EA.
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
FILL CELL SOLID W/CONC
AT WEDGE ANCHOR:
CONC. 'Lr BLOCK
W/(I)a5 CONT.
CONIC. LINTEL
W/(Da5 CONT.
7/8' P.C.
TYPICAL E
CONCRETE BLOCK
EXT. WALLS W/<D
a5 VERT. AT W O.C.
E EA. SIDE OF EA..
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
CONCRETE FOOTING
W(4)a5'S CONT. (2) AT
TOP AND (2) AT BOTTOM
a5X10'
EKED ROOF
AT 24' O.C.
12
PITCH
3
DRYWALL
CONCRETE 'U' BLOCK
WAD a5 CONTINUOUS
USE CONCRETE LINTEL
-ABOVE ALL WINDOWS
AND DOORS TI-RU ®LOCK
WALL
1/7 DRYWALL OVER
R-4.1 FOIL OVER I'XT
P.T. FURRING
25 VERT TO T.O.B.
DEL. TX 8' RIM JOIST
WA2) 5/8' DIA. WEDGE
ANCHORS AT 32' O.0
W/6' MIN. EMBEDIMENff
3/4' PLYWOOD DECKING
GLUED E SC25WED AT 6'
1 O.C. AT EDGE AND IN FIELD
CONCRETE"U'BLOCK
W/(Il tt5 CONTINUOUS
USE CONCRETE: LINTEL
ABOVE ALL WINDOWS
AND DOORS THRU BLOCK
WALL
VERT TO T.O.B.
1/2' DRYWALL OVER
12-4.5 FOIL OVER
I-X2'P.T.F112
OVER CONC. BLOCK
Cam'
TED FILL
ENGINEEREF FL. JOISTS
AT 16, O.C.
6 A.F.E. NAVD88
L6-J
TWO STORY WALL SECTION
N.T.S.
I'X4' AT BOTTOM
CHORD AT 8' O.C.
AND CONTINUOUS
NAILED WA3) 8D
COMMON EA.TRUSS
SEE TYP.
WALL SECTION
'SIMPSON' MTS16 AT EACH
TRUSS TO WOOD BEAM
W/04) 10D
SEE SOFFIT E FACIA
PAGE 5
(2)-2'X12' WOOD BEAM
W/ I/2' PLYWOOD FLITCI-PLATE
(SEE HEADER SCHEDULE)
6" X 6' P.T. WOOD POE
CONCRETE FOOTING
W(4)a5'S CONT. (2) AT
TOP AND (2) AT BOTTOM
tt5 X
=E EXTERIOR CEILING
SOFFIT DETAIL ON PAGE 1
'SIMPSON* ECC46
AT EACH WOOD POST
TO WOOD BEAM WAD
5/8' DIA. BOLTS IN POST
E (2) 5/8' DIA. BOLTS IN BEAM
WATERPROOFING
BALCONY /
C�_oA
TYPICAL
EXTERIOI
WALL
i
i
4,
L6-J A
DETAIL AT BALCONY
TED FILL
RUBBEROID CONT.
RAP UNDER S.G.D.
'_RED SILL
JOIST
i-SGD. SILL
2-PLY GIRDER
AOIG
���I_l�l�l•Z�
SEE FOUNDATION PLAN
5V-CRIMP METAL ROOF
OVER 30a FELT OVER
19/32' CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
'SIMPSON' HETA20
AT EACH TRUSS
TO BEAM WA12)-
IOD X 1-1/2
SEE SOFFIT E
FASCIA DETAIL
BEAM BLK E
LINTEL WAD
a5 EA. COURSE,CONT.
CONCRETE BLOCK
EXT. WALLS WM)
a5 VERT. AT 6 O.C.
E EA SIDE OF EA:
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
FILL CELL SOLID W/CONIC_
AT WEDGE ANCHORS
CONIC. 'U' BLOCK
WAI)#5 CONIT.
STUCCO OVER
CDX PLYWC
(4) 7.5" RISERS
(3) 10' TREADS
tt5 EA. BULLNOSE
LANDING
16' X 18' CONC.
FOOTING WA2) tt5'
CONT. °
tt5 ALIGNED
(D EA. SIDE OF STAIR
AND (1) AT MIDPOINT
ERED ROOF
AT 24' O.C.
12
PITCH
3
DRYWALL
1/2' DRYWALL OVER
R-Al FOIL OVER I'X2'
P.T. FURRING
VERT TO T.O.B.
DEL 2'WI9' FIST
WA2) 5/8' DIA. WEDGE
ANCHORS AT 32' O.0
W/6 MIN. EMBEDIMENT
CONCRETE FOOTING
W(4)a5'S CONT. (2) AT
TOP AND (2) AT BOTTOM
LANDING
=5X10,
CLEAN, TREATED
COMPACTED FILL
1'X4' AT BOTTOM
CHORD AT 8' O.C.
AND CONTINUOUS
NAILED WA3) 8D
COMMON EA.TRUSS
MTS 18 AT EA.
FL.JST. TO TOP
PLATE
LJ
TEE
1/2' DIA. A.B.
AT 32' O.C. W/6'
MIN. EMBEDIMENT
'X6' P.T. BOTTOM PLATE
-SP6 TEB
4' THIK. SLAB
CONCRETE (2) RISERS AT 7.5"
STAIRS (1) TREADS AT 10"
USE 3000 PSI I" BULLNOSE
CONCRETE
WALL SECTION AT ENTRY
FILL
NGINEEREF FL JOISTS
T 16' O.C.
6 A.F.E. NAVD88
o
�
V
O
r^^
vd
yv
I
��
I
t
BEARING HEADER SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X6
SPF
STAGGERED
12"OC 16D
UP TO 3'-II
(1)
(1)
(2)2X8
HEMP FIR
STAGGERED
12"OC 16D
4' TO 6'
(1)
(1)
(2)2XIO
HEMP FIR
STAGGERED
12"OC 16D
6'-1 TO 8'-6
(2)
(1)
(2)2XI2
HEMP FIR
STAGGERED
8"OC 16D
8'-7 TO 16'
(2)
(2)
NON -BEARING HEADER SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X4
SPF
STAGGERED
12'OC 16D
UP TO 3'-II
(1)
(U
(2)2X6
SPF
STAGGERED
12"OC 16D
4' TO 9'-8
(1)
(U
STUCCO OVER PAPER
BACKED WIRE LATH -
OVER OVER 1/2' CDX PLY
"SIMPSON" HETA20 AT
EA. FL. JOIST TO-
CONC BEAM
CONIC. "U' BLOCK
WAI)tt5 CONT.
LINTEL AT
OPENINGS
tt5 VERT AT 6' O.C.
FILL CELL SOLID W/3000
PSI CONC.
7/8' P.C. STUCCC
TYPICAL EXTERIOR
STAIRWELL
OPEN ABOVE
tt5 X 10' HOOK
LAP BARS 48-
BA12 DIA. MIN
HEADER 412" ? /
SO INSUATION
.. FL. JSTS.
16 O.C.
CEMETIOUS CEILING
DENS GLAS' OR EQUAL
N ALL CARPORT OR
STUCCO ON HI -RIBBED
METAL LATH
FLOOR JOISTS
ATOP CONIC.
BLK. WALL
7/8" P.C. STUCCO
TYPICAL EXTERIOR
CARPORT
EE WALL SECTION "B"
BEARING WALL AT STAIRWELL
12' MAX
PLYWOOD
?IMP METAL
PANEL
.LT
I' MIN
FROM EDGE
MTS20 AT
EASTUD TO-.
FL.JST
DEL. 2' X 6"
TOP PLATE
2'X6'WOOD
FRAME WALL—
R-19 INSUL.
1/2' DIA. WEDGE
ANCHORS AT 32=
O.C. E 6' EA.END
7 X 6" P.T.
BOTTOM PLATE
tt5 VERT AT 6' O.C.
FILL CELL SOLID W/3000
PSI CONC.
CONC • tt5 X IO' HOOK
TS AIRS LAP BARS 48-
SEE OTHER BAR DIA. MIN
FILLED
1/2'/ I'X2' P.T
DRYWALL FIR STRIF
TYPICAL
FL.JST
SP6 AT EA.
—STUD TO
TOP PLATE
STAIRWELL
OPEN ABOVE
SP6 AT EA.
/-STUD TO
BOTTOM PLATE
2'X8' P.T. DOOR BUCK
ATTACHED W/1/4' X 4'
TAPCONSo6' EA.END. !
ol8' O.C(SNGL.LEAF)
$ e12' O.C. (DOL.LEAF)
BRICK
SWING
DOORJAMB ATTACHED
W/ttl0 X 3' WOOD SCREWS
66' EA.END E 18' O.C.(SNGL.LEAF)
E 12' O.C.(DBLLfAF)
CLEAN, COMPACTED
TREATED FILL
• EEWALL SECTION 'B'
FRAME WALL ATTACHMENT AT ENTRY
?IMP METAL
PANEL
•
i ill
PRE-ENG.
STUCCO OVER
PAPER BACKED
WIRE LATH
rellp
I'X2' P.T. I'X2' P.T. 1'XT P.T.
FURRING FURRING FURRING
I/2" DRYWALL 1/2' DRYWALL-
I'X6' P.T. WINDOW BUCK
�A,TTACHED W/1-1/2- T'
/ NAILS o 18'O.C. VERY ._........
WINDOW FRAME
ATTACHED TO CONIC,
BLOCK T42U WOOD
WINDOW BUCK W/I/4' X 2-b
TAPCONS, FILL ALL HOLES
MIN. EMBED 1-1/4'
9fINDOW UNIT AS PER MAN F. INSTRUCTIC
ADD (D u5 VAPOR BARRI
OVER 4' LNG.LM I/TCDX PLY NAIL ASFORMED E POURED NAIL PACONC. SILL
- ::•'sx6 FRAME wAu
'X2' P.T.
=URRING
I'X6' P.T. DOOR BUCK
:ATTACHED W/1-1/2' "T
NAILS o 18'O.C. VERT
SGD JAMB ATTACH
W/ttl0 X 3-1/2' TAPCONS
THIRU DOOR BUCK AND INTO
CONCRETE BLOCK, FILL
ALL HOLES
TYPICAL SIDING„
OT4E32 DET
CONC.MX-EXT.
WALL W/Itt5 VERT -19 INSUL
AS IN FLOOR PLAN I/TDRYWALLICAL 4E,40ER
SEE SCFF9iAJ= 2X6 UM
7�
2X6 I-EADH2 JACK
SEE FEADER SCFE
FCR DETAILS
l,, A „ S.G.D. JAMB ATTACHMENT DETAIL
RAILING FORCE PER CODE = 200# TOTAL OR 50 PLF
PNEUMATIC FASTNER SCHEDULE
I.) PNEUMATIC FASTNERS SHALL BE 'HILTI" COIL NAILS, TYPE C12F 1120. 1-1/2' LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED.
2.) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED.
LOCATION
NAIL SIZE
MANUF.
MODEL tt
SPACING/
REMARKS
PLYWOOD WALL
2 3/8' X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SPBRMS
SEE DIAPHRAM SCHEDULE
PLYWOOD FLOOR
2-3/8" X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SP8RMS
SEE DIAPHRAM SCHEDULE
PLYWOOD ROOF
8D COMMON COATED
PRUDENTIAL
SHEATHING
BUILDING MAT.
SEE DIAPHRAM SCHEDULE
I' X 2' FURRING
.099 X 1-1/2' SM
INTERNATIONAL
422428
16' O.C.
STRIPS
STAPLE
WINDOW BUCKS
.120 X 1-1/2'
HILTI
12" O.C.
GARAGE DOOR
1/2' X 5-1/2'
RAMSET/REDHEAD
24' O.C. VERTICALLY
BUCKS
DOOR BUCKS
1/4" X 2-1/2'
INTERNATIONAL
8' O.C.
TAPCONS
STAPLE
SLIDING GLASS
.120 X 1-1/2'
HILTI
12" O.C.
DOOR BUCKS
ROOF BASE
120 X 1"
CENCO
IHJ15ATA
12' O.C. AT HEAD LAPS AND EVE EDGES
SHEET
GALVANIZED
24' O.C. AT EDGE OF VALLEY SHEETS
DIAPHRAM SCHEDULE
PANEL
FRAMING
DIAPHRAM
ZONE
I
ZONE 2
ZONE
3
EDGE
NITER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
BOUNDERIES
REMARKS
ROOF
APA RATED SHEATHING
19/32'
24" O.C. MAX.
IOD,
IOD,
IOD,
IOD,
IOD,
IOD,
IOD,
BLOCKING
EXPOSURE I, OR EQUAL
6' O.C.
6" O.C.
6" O.C.
6' O.C.
6' O.C.
4' O.C.
4" O.C.
AS SHOWN
SPAN RATING 40/20
NOTE, ALL ROOFING NAILS TO BE RING SHANK
NOTE TO GENERAL CONTRACTOR- ALL CONNECTIONS IN CONTACT WITH ACQ MATERIAL
SHALL BE HOT DIPPED GALVANIZED MINIMUM.
NOTE TO BUILDER: BUILDER SHALL COORDINATE AND REVIEW ALL FINAL ARCHITECTURAL DRAWINGS
WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS
ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED,
DETAIL DIAGRAM
INSTALLATION INSTRUCTIONS
Smart VENT
MODEL 1540-510
Smart VENT & DETAILS
DUAL
877-441-8388
FUNCTION FLOOD AND VENTILATION V FNT
877-441-8388 MODELFLOOD AND 510
VR
DUAL FUNCTION FLOOD AND veNTaar,oN vexr
www.smartvent.com
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www.smartvent.00m
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FIGURE 39riis'
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50 PLF = 4.17 /LI.
ASSUME 4" TRIBUTARY AREA => TOTAL LOAD = 4.17tt/IN. X 4" = 16.7#
MOMENT AT BASE = 16.7# X 42" = 701# IN.
SECTION MODULUS FOR WOOD = 1/6 BH2 (RECTANGLE) OR 1/6 B3 (SQUARE)
= 1/6 (23/16)3 - 0.5 IN.3
BENDING STRESS = M/S = 701/0.5 = 1,402 PSI < 1750 PSI (FIBER STRESS FOR SYP.)
701 IN# = 1" FA + 3" FB
B 701 IN**/ 4" = 175 #
�N
A: PULL OUT FORCE = 175'
701 IN** o B: PULL OUT FORCE - 525# MAX
WOOD SCREWS) W/1-1/8" EMBEDIMENT HAVE WITHDRAWAL RESISTANCE OF 705# > 525#
HANDRAIL LOAD CALCULATIONS
(2) 5/8' D. WEDGE
ANCHOR MOUNTING
PLATE TO BLK. WALL
BOTH SIDES
1/4' X 4" ALUM
MOUNTING PLATE
W/1/4' FILET WELDS
ALL EDGES
1/4' X 3' FLAT
STRAP, BOT..
SIDES OF PLATFORM!! ,
TYPICAL
XTERIO
WALL
36' X 36'X 1/4'
ALUM. AC
PLATFORM • -
"
5/8' D. WEDGE L
14' FILET WELD ANCHOR AT 6' O.C. O
L DRIP FLASHING ALL EDGES PLATFORM TO CONC. N
:. ...........0
10.
10
P.T. DRIP EDGE tt HOOK •I
ty
PRIMED R.S. CONCRETE FOOTING
IA W(4)tt5'S CONT. (2) AT
TOP AND (2) AT BOTTOM LJ
ALUMINUM AC MOUNTING PLATFORM
AT FINISHED FLOOR ELEVATION
ZERO OVERHANG DETAIL
N.T.S.
PLYWOOD
AS PER F.B.C.2514.3.5
i
METAL AND WIRE LATH SHALL BE ATTACHED T(S
VERTICAL WOOD SUPPORTS WITH THE
EOUIVALENT OF 4D GALVANIZED OR BLUE COMMON
NAILS DRIVEN TO A PENETRATION
I. AT THE PAVE, RAKE,AND RIDGE, FASTENERS SHALL BE
OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN THREE
LOCATED NOT MORE THAN 3' AWAY FROM THE PANEL END.
STRANDS OF LATH. METAL AND WIRER LATH SHALL BE ATTACHED TO CEILING JOISTS O
2. THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE
I
OTHER HORIZONTAL WOOD SUPPORTS WITH T* EQUIVALENT OF NO. II -GAUGE,
SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE
BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) LONG HAVING A
WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY BRAKE.
HEAD NOT LESS THAN 3/8 INCH (9.5 MM)IN DIAMITER.
3. tt9-15 X 1-1/2' SELF DRILLING CORROSIAN RESISTANT FASTENERS
W/ SELF SEALING WASHERS AT 12' O.C. AND AT 12' O.C. IN THE CENTER
SOFFIT VENTS TO BE 6'X24' AT 8' O.C. MAX.
OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON THE
HIGH POINTS OF THE PANEL 12I8S.4. THE PANEL'S WIDTH FASTENERS SHALL
EXTERIOR SOFFIT DETAIL
BE SPACED AT 127 O.C. TO THE CENTER RIB, THEN 12" TO THE NE%T, PERPENDICULAR
TO THE SLOPE, THROUGH THE OVERLAPPING PANEL. THE FLAT
N.T.S.
AREA OF THE PALL AS SHOWN IN THE DETAILS HEREIN.
5. THE PANELS FASTENING PATTERN AT THE INTERIOR OF
THE PANEL, SHALL BE IN ROWS SPACED 12' O.C, RUNNING
PARALLEL TO THE SLOPE OF THE ROOF.
MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC.
FL tt6931-RI
AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
SEE ALL PAGES FOR STRUCTURAL DETAILS
METAL ANCHOR FLANGE EXTERIOR
(4) BY AC MANUFACTURER WALL
WITH ANCHOR BOLTS
BY AC. MANUF. TO PLATFORM
CONDENSER UNIT
ALUMINUM
PLATFORM
5/8" D. WEDGE/
ANCHOR AT 6" O.C.
PLATFORM TO FOOTING
COMPRESSOR ATTACHMENT DETAIL ATTACHMENT DETAIL
N.T.S.
NOTES:
I. HOUSE IS IN A NEGLIGIBLE WEATHER AREA
2. HOUSE IS IN A VERY HEAVY TERMITE AREA
3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200
4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25
5. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR
WALL FINISHES, CEILING FINISH AND INSULATION
6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS
7. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL
GRADE
N,COMPACT
TED FILL
A.F.E. NAVD88
[ff2
WOOD `CONY. 25 GAUGE METAL
DS AT TRACKS TOP E BOTTOM
O.C.
25 GAUGE CHANNEL SHAPED
STUDS AT 24" O.C. W/ I/T
GYPSUM WALL BOARD APPLIED
VERTICALLY E ATTACHED W/ (-
LONG BUGLE HEAD SCREWS TC
EA. SIDE AT 12' O.C.
CONC.
FLOOR SLAB
TYPICAL INTERIOR PARTITION
N.T•S.
2' X 4" TOP PLATE
2' X 4' WOOD STUDS
_,__,AT 24' O.C. WITH 1/2"
DRYWALL BOTH SIDES
ATTACH 2' X 4"
.BOTTOM PLATE
TO FL. JOISTS WITH
I*10 X 4" WOOD SCREWS AT
4' FROM EA. END E
24" O.C., (3) MIN.
LOOP JOIST
KNEEWALL DETAIL
TYPICAL
v1ETAL DRIP FLASHING
-I"X2" P.T. DRIP EDGE
2"X6" PRIMED R.S.
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CONTRACTOR TO USE > 0 Q w
TYPICAL WALL 7/8" STUCCO OVER 3/8" 0-J u
I
SEE WALL DETAILS HI RIBBED PAPER BACKED w N m
ETAL LATH OVER "TYVEK"
W/1" PER F.B.C. 2514.3.5, SHEET
THE CONTRACTOR SHALL
INSTALL 6' X 24" SOFFIT
SOFFIT DETAIL VENTS • 8'-0" O.C. G
N.T.S. C.
*WARNING*
ALL BEARING POINTS MUST BE
INSTALLED PRIOR TO INSTALLING
ANY TRUSSES! FAILURE TO DO SO
MAY RESULT IN DAMAGED TRUSSES
AND WILL VOID ALL WARANTIES.
-THIS IS A PLACEMENT PLAN FOR ENGINEERED
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
EAST COAST TRUSS.
-FOR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
*BUILDER"S
-BRACING: WARNING* -SEE FINAL ENGINEERING SHEETS FOR THE
1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE -OUR DESIGN DEPARTMENT MUST APPROVE
RESPONSIBILITY OF OTHERS, ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE.
ENGINEERING TRUSS DRAWINGS.
TRUSS CONNECTOR SCHEDULE
TONKIN RESIDENCE
BRG POINT
TRUSS
UPLIFT
CONNECTOR
MFG
CONNECTOR
QTY
CONNECTOR
TO USE
CONNECTOR
UPLIFT
FASTENERS
PER STRAP
TRUSS TO
CONCRETE
< 1725
S
I
HETA20
1805
10-IOD X 1-1/2
TRUSS TO
WOOD
< 625
U
I
2T7A
650
10-8D X 1-1/2
CONNECTOQ MFG U=USP, &SIMPSON
20' 6"
BEARING ELEVATIONS
LGR1 = TOP @ T-1" A.F.F.
FG01,FG02 G.T.'S REQUIRE
MASONRY CONN'S BY BUILDER
'DEEP TRUSSES
BALCONY
�RUSS PLACEMENT PLAN
-BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
-ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
SIGNATURE ACKNOWLEDGES:
Having used the Truss Loads (Provided by the Truss Manufacturer) for Design of
Pertinent Components. No Responsibility is Hereby Assumed for the Dimensioning,
Detailing, Fabrication Nor Installation of This Truss System.
APPROVED BY: JONN N. CRESWELL PE
TITLE: ENGINEER OF RECORD
APPROVAL DATE:
BEARING ELEVATIONS
1.5/12 CLG. SLOPE
3-7/8"�__
UPLIFT MUST BY-PASS FLOOR TRUSSES
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
S BY BLDR.
5 17'-4" A.F.F.
TRUSS SYSTEMS PRODUC
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE: (772) 466-2480 FAX: (772)466-5336
CUSTOMER:MeI-Ry Construction
JOB NAME: Tonkin Residence
ADDRESS: Lot 98 Nettles Island
CITY/COUNTY: Port St. Lucie/St.
Lucie
JOB # 26978
JOB #
MODEL:Custom
2-Story
SQ FT 6 (LATEST=/
DATE 06/10/14 /
IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
61G155-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
Florida Building Code
NOTE:
By approving this placement plan(s),
signatured anywhere on this sheet, the
customer or his representitive acknowledges
that this placement plan complies with the
structural intent of the project.
The customer also acknowledges that this
approval authorizes EAST COAST TRUSS to
manufacture these trusses and deliver them
to the project indicated on this drawing.
The customer also acknowledges that
he/she accepts financial responsibility for
any repair, engineering, and labor required
due to errors other than those of EAST
COAST TRUSS.
Signed:
CODE =FBC 2010/TPI2007 ASCE
DESIGN -E4UTERIA =MWFRS
OCCUPANCY CATEGORY= II
EXPOSURE = D
MWF SPEED = 170
BUILDING TYPE = ENCLOSED
MEAN HEIGHT: 21.00
GRAVITY LOADS
FLOOR: DUR FACTOR= 1.o
PSF=TCLL-TCDL-BCLL-BCDL
40.0-10.0-0.0-5.0
ROOF: DUR FACTOR=
PSF=TCLL-TCDL-BCLL-BCDL 1.25
20.0-17.0-* 10.0-10.0
LOADS PER FBC & FRC
*NON -CONCURRENT BC
LL 10psf
CONCURRENT BC
STORAGE LL 20 psf
DEFINITIONS
MWF = MAIN WIND
FORCE
C&C = COMPONENTS
AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER
SQUARE FOOT
# = POUNDS
2X6 STRONG BACK BRACING, 10'-0" O.C.,
IS RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
CAUTION: SPANS GREATER THAN 30'-0"
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1/2 T
2/3 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
REFER TO BCI-131 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
REVISIONS
1-
2-
3-
4-
5-
6-
(1/4" if plotted 24x36) . Designed by: SJ
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