HomeMy WebLinkAboutBUILDING PLAN3/8' CONT. BEAD OF CAU.K
BACK BEDDING) r0f
TO PREVENT LIQUID PASSAGE 3/8' CONT. BEAD OF CAULK
BACK BEDDING) BE34IND SHI
<+ �•F TO PREVENT LIQUID PASSAGE
ROOF EDGE � OF CAULK FLANGE A CONT. Ba I/4' IMAX) SHI nP WINDOW
O ENTIRE FACE OF BUCK - /4' MAX SHIM SET FLANGE IN CONT,
BED CF CAUJK A WINDOW
v. ENTIRE FACE OF SHIM �- EMBED tt5 DOWEL 7-
P.T. IX WOOD BUCK TO 1,: SILL CORROSIVE RESISTANT TAPCON
CEMENTIOUS PERIMETER CAUx -C�NC. SCREWS INSTALLED AS SPECIFIED INTO FOOTING W/EPDXY
FINISH BEYOND INTERIOR ..:.y
FACE OF WINDOW OR S GD. + ' ' F PRECAST IN WINDOW MANI F. PRODUCT APPROVAL
CONC. SILL
O PERIMETER CAULK /2' DRYWALL _
O TTACH AS PE32 MANU=.
EZ ATTACH P.T. BUC2CS PRODUCT APPROVALS CEvENTIOUS CONCJ3UKEXT.
E O WAO99 X 1-1/7 NAI TYP. ALUMWINDOW FINISH ALL W/Itt5 VHRT V.
A
O AT 17 O.C. OR S.GD. JAMB AS IN FLOOR PLAN SEE TYPICAL WALL
SECTION FOR FOOTING
DETAILS °" . �,• I I
O RIDGE 2 TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL
pip END O END NOTE GU NABLE SEALANTS SHALL COMPLY WITH ASTM C 92C CUSS 25 GRADE N5 TYPICAL PRECAST CON(. SILL DETAIL
OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION NOTE GUT NABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATE2 FOR PROPER JOINT EXPANSION AND CONTRACTION MISSED DOWEL DETAIL
O O O j i1 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED S14NGLE FASHION IN A
1 I� MANNER TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.
SELF -ADHERED MEMBRANES USED AS FLASHING
SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO TILE SURFACE OF THE (9) IOD X 1-1/2"
EXTERIOR WALL FINISH. APPROVED STRAP TO TRUSS
CORROSION-RLOCATIONS,
FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATION
ROOF EDGE
I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH
12803,23.1 SHEATHING FASTENINGS. OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT
WOOD STRUCTURAL PANE- SHEATHING SHALL EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH
BE FASTENED To ROOF FRAMING WITH ED RING- ONE OR MORE OF THE FOLLOWING OR OTHE12 APPROVED METHOD:
SHANK NAILS AT 6 INCHES ON CENTER AT EDGES � SIMPSON MTS 16 ATTACHE
AND 6 INCHER ES ON CENTAT INTERMEDIATE FRAMING. 1.1 THE FENESTRATION MANI-FACTURERS WRITTEN FLASHING INSTRUCTIONS. SCANNED TO BLOCK W/(3)- 3/16' X 1-3/4'
Z41NEJ RING IJM NK DIMENSIONS NAILS SHALLHAVE THE FOLLOWING1.2 THE FLASHING MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. BY TAPCONS
MINIIvaIM DIMENSIONS,
ZONE z 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200,012 St. Luci® c
I. 0.113 INCH NOMINAL SHANK DIAMETER.
ZQ F a 2 RING DIAMETER of o.012 ovez SHANK DIAMETER. 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL TYPICAL CONC.BLK \-
2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR -'
EXTERIOR WALL
3.16 To 20 RINGS PER INCH STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. )) 1
4. 0.280 INCH FULL ROLM HEAD DIAMETER.
3. UVDE32 AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. ST, I,I!e , P_OU`INTY Bitti,DING DIVISION
5.2 INCH NAIL LENGTH 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
REVIF,N'ED FAR COA1 'CE
REVIE
ROOF SHEATHING NAILING ZONES 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL DATE WED BY
PLAINS AND
PER T MUST E KEPT ON JOB MISSING TRUSS STRAP DETAIL
OR NO LNSPECTION WILL BE AL1DE.
R702.4.1 GENERAL. CERAMIC TILE SURFACES
SHALL BE INSTALLED IN ACCORDANCE WITH
ANSI A108.1, A108.4, A108.5, A108.6, A108.11,
A118.1, AI18.3. A136.1 AND AI37.1.
2702.4.2 CEMENT, FIBER -CEMENT AND GLASS
MAT GYPSUM BACKERS. CEMENT,
FIBER -CEMENT OR GLASS MAT GYPSUM
BACKERS IN COMPLIANCE WITH ASTM C
1288, C 1325 OR C 1178 AND INSTALLED WITH
1-1/4, WAFER HEAD, RUST RESISTANT DRILL
OR SHARP POINT SCREWS AT 8' O.C. IN
FIELD AND 4' O.C. AT EDGES, BACKING FOR
WALL TILE IN TUB AND SHOWER AREAS AND
WALL PANELS IN SHOWER AREAS, ON MIN.
2' X 4' WOOD FRAMING.
REVISIONS DATED 06/08/2015
PROJECT ADDRESS
REVISIONS DATED 06/08/2015
FIXED GLASS
METAL ANCHOR FLANGE
(4) BY MANUFACTURER
WITH 1/4' X 3' STEEL
BOLTS TO S''EEL PLATFOR
T 'P. (4) PLACES
CONDENSER UNIT
MANUFACTURED
STEEL FLATFORvI
VJ!_1I!
N.T.S.
'SIMPSON' SP6 AT
EACH STUD, TO
AND BOTTOM
DBL TCP PLATE
TX4'OR6'
WOOD STUDS AT
16' O.C.
P.T. WOOD
BOTTOM PLATE
T X 4'OR 6' P.T.
WOOD STUD
FILL CELL
SOLID W/ CONC.
CONCRETE BLOCK
-4
e.
e�
:
tt10 X
AT 24'
4' TAPCONS
O.C. VERT.
ANCHOR BOLTS \-TYPICAL FOOTING
AT 37 O.C.
WOOD FRAME ATTACHMENT TO CONCRETE
ST, LU IE COUNTY BUILDING DERARTMENT PRODUCT APPROVAL CHECKLIST
PERMIT TYPE SPR.
PERMIT NUMBER:
OWES NAB, E�NIK RES
DESIGN PROFESSIONAL NAME A/E
JOHN H. CRESWELL, PE
JOB SITE LOCATION:
10701 SOUTH OCEAN DRIVE #69
JENSEN BEACH, FL 34957
RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMLRGATED BY THE FLORIDA BUILDING COMM
ION, IN THE EVENT THAT INFOR TION IRED FOR PRODUCT
APPROVAL HAS BEEN INCORPORATED IN TO TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICA PAGE MBERS I T.
PRODUCT
MODEL NUMBER
MANUFACTURER
EVALUATION AGENCY
NOA NUMB
WINDOWS -SINGLE HUNG
SERIES SH-7700
LAWSON IMPACT GLASS
MIAMI-DADE
14-0908.10
EXPIRATION DATE
DESIGN PRESSURES PSF)
ALUMINUM TUBE
LAWSON
MIAMI-DADE
14-0908.08
12/27/2016
+/- 80
SLIDING GLASS DOOR
SERIES SH-9200
LAWSON IMPACT GLASS
MIAMI-DADE
14-0908.02
05/30/2017
+ /- 150
WINDOWS -FIXED GLA DELI
T. WINDOWS, ALL FIXED GLASS
SERIES 4200/6200
LAWSON IMPACT GLASS
MIAMI-DADE
14-0908.18
08/22/2017
+/- 78 -95
AWNING WINDOW
AW2740/2840
PGT IMPACT
MIAMI-DADE
11-1114.23
08/11/15
+75 -100
Is IORE
EXTERIOR HINGED DOOR
THERMA-TRU
FLORIDA BUILDING CODE
FL 5891.1NA
+/- 67
ROOFING MATERIAL
5V-CRIMP
J.M. METALS
FLORIDA BUILDING CODE
NA
-114.25
K-13 AND CELBAR
INTERNATIONAL
MIAMI-DADE
10-0603.04
09/04/2015
ROOF INSLLATION
SPRAY -ON CELLULOSE
CELLULOSE CORP.1
+/_ p II v I.11
INSULATIONS
HYDRO VENT
8' X 16' VENT
SMART VENT PRODUCTS, INC
FLORIDA BUILDING CODE
FL 5822-122
NA
00
ORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING E VE'LOPE
EVALUATION AS REQUIRED BY
THE FLORIDA BUILDING CODE
JOIN I-L CRESWELL, PE
PE# 40940, COAU 27002
ARCHITECT/ENGINEER'S SIGNATURE
FL CE12T,REG, NUMBIER
DNS DATED 06/08/2015
INS./VENT
NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
I"n TBERS OR ATTACHMENTS'
THESE PLANS AND ALL PHOPO SE:r:RE0R'ONSI9ILlTY OFTHE
AND SUBJECT TO ANY CORRECT s+.
REQUIRED BY FIELD INSPEOiOR; wuNTRACtQROFRE�ARD
MAY BE NECESSARY IN 090E' ST. LUCIE COUNTY
COMPLY WI 111 ALL A7F.ICAN." PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION
2308 VIRGINIA AVENUE
FORT PIERCE, FL.. 34952
772-462-155
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
GENERAL NOTES,
I. CCNSTRUCTION SHALL FOLLOW 79-ORIDA 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. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS,
SPECIFICATIONS, ETC.
OVER SCALED DIMENSIONS.
4, STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
STUCTURAL NOTES -
I. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16
2 SOIL BEARING CAPACITY, 2500 PSF
3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS.
4, SL.AB/FODTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE
AND S"EEL REQUIREMENTS.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTIPGS: 3' BEAMS, 1-1/7 SUSPENDED SLABS: I'
6. LAP ALL TEINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE60 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 PRIESURE TREATED.
8. SPLITTINGOR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTAL-ATION OF HARDWARE IS NOT PERMITTED.
9. UNLESS OHERWISE NOTED, THE INSTAIIATION OF SPECIFIED
HARDWARE SHALL COW-ORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE
IO.BEARING PDINTS OF TRUSSES SHALL HAVE VERTICAL STUDS
IN A NUABER EQUAL TO THE NUMBER OF PLIES OF THE
/ BEARINGMEMIBER WHEN THE BEARING MEMBER IS 2 OR
MORE PLES UNLESS NOTED.
OR 8D 121OG SHANK NAILS OR EQUAL 4' O.C. EDGES AND 6 O.C. IN FIELD
II. ROOF SI EA -HIND TO BE NAILED WITH IOD GALV.
12PRAME TO I ASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM
TO MASC42Y WITH 1/7 DIAMETER 7 EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTTOM 36' OC TI-82EAF18 .
13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY
14.CORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS
15POOTINGSSHALL BE A MIN OF 16' IN WIDTH OR AS
INDICATE ON DRAWINGS
16120OF DL E LL - 55 PSF.
17LPLIFT FC2CES AS PER ENGINEERS NOTES AND SCHEDULES
18PL0012 U. - NA
19ALL PRE -CAST LINTELS TO HAVE MIR6' BEARING
20.ALL STANDARD 1 I p,FE12 SHALL BE SPF WITH A MINIMUM FB OF
THIS CERTIFICATION MUST BE COMPLETED BY THe PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE
SUBMITLAD IN DUPLICATE WITH ALL APFUCATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE
(SINGLE OR MULLTI-FAMILY), RESIDENTLuL ADDITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY
NONRESIDENTIAL STRUCTURE THIS CERTIFICATION SHALL NOT APPLY TO LNTE2102 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
PROJECT NAME, CEHEUNIK RESIDENCE
T_
PROJECT ADDRESS: 10701 SOUTH OCEAN DRIVE 4697
PERMIT NUMBER
JENSEN
BEACH, FL
34957
OCCUPANCY TYPE
SF12
CONSTRUCTION TYPE
CBS
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE 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)
1. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10
2. BUILDING DESIGN IS: ENCLOSED: YES PARTIALLY ENCLOSED: OPEN BUILDING:
3 MEAN ROOF HEIGHT: LESS THAN 22' ROOF PITCHi 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES: < 4.5' WIND SPEED: 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-I. ASCE 7 IE FBC TABLE 1604.5
6. WIND EXPOSURE CLASSIFICATION: D ADJUSTMENT FACTOR FOR EXPOSURE E HEIGHT: 1.61
7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE 1 -41.9 2 -59.1 3 93.5 PSF
8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF
9. COMPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF
10. LOADS: FLOOR 40 PSF ROOF/DEAD: 25 PSF ROOF/LIVE 30 PSF
11. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 2�_NQ ---sIF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? YES X NO (IF NO, ATTACH EXPLANATION)
13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES2L-NO IF NO, ATTACH EXPLANATION)
14. MINIMUM SOIL BEARING PRESSURE: 2500 PRESUMPTIVE: 2500 BY TEST: N/A PSF
AS WITNESSED BY MY SEAL, 1 HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND
CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: JOHN H. CRESWELL, PE
DESIGN FIRM:
SLCCDV FORM# 020-00
REVISED 5/18/09 (CU
CERTus PE# 40940. COA# 27002
DATE:
SEAL
FILE
ME--12Y CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HE32EIN CONSTITUTE THORIGINAL AND WORK OF ME--RY CONSTRUCTION, INC.
AND THE SAME OR ANY PART THEREOF MAY NOT SE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSEBJT
OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, , WITHOUT CONSENT, BECOMES INDEBTED TO ME_-RY CONSTRUCTION, INC. FOR PULL COMMISION.
R I GNT
FLORIDA DESIGN CRITERIA
V(UT) 170 MPH (3 Sec. GUSTS)
V(ASD) 132 MPH (3 SEC. GUSTS)
EXPOSU7E D
IMPORTANCE FACTOR I
CATE-GO Y II
INTERNAL PRESSURE COEFFICIENT +/- 0.18
ROOF ZONE UP LIFT PRESSURES:
ZONE 1 -41.9 PSF
ZONE 2 -59.1
ZONE 3 -93.5
FOR ROOr PITCPS 2/12 TPRU 6/12
EXPOSURE "D" MULTIPLIER
MEAN ROOF HEIGHT FACTOR
LESS THAN 25' 1.61
4TED
12015
,TION
FIN. FL.
8' AFE.
NO TRUSS CH,
ADD 1-1/2' FACIA
NO TRUSS OH.
ADD HIT FACIA
5V-CRIIvP
METAL ROOF
lawil. #[-I-
m
N ♦m
\rl
`el
8'-I
OPEN SPAN
3
1-1/2'
I-1/T
TRUSS CH.
) I-1/2' FACIA
LINTEL AND BEAM BLOCK
WAD #5 CONT. EA. CPS.
L EXT. CONC
WALL
STEMWALL BEYOND
STORAGEINDER SLAB
TYPICAL FOOTING
U) 6
w84
4
Q'm
rn �
U) %0
Q9a00m
W
Q
p
r
>
00
m
Z
J
J
O`
I
o
Lo
—j
GV
N
0
uj n O
W
N
�z 0
Wfy
m�U
0 U- �
= (1)UJ 0
d
7 LO tt
O �a
C�
n
Q
CID
v�
W
�v
W zCC)
ZW tL
p O=
Q
W
DfLu
N�
L o
Z 0
Cr) rnn
r- Q
R
L
NOTE, ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
Wgial
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 DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
OF MEL-I2Y CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC, FOR FULL COMMISION.
FRONT
ELEVATIONS 1/4" = I'-O"
I
I
1 r IVh "
5V-CRIMP METAL ROOF
OVER 30tt FELT OVER
19/32 CDX PLY OVER•
ENGINEERED ROOF
TRUSSES
'SIMPSON' FETA20
EACH TRUSS TO BE
12
PITCH
3
IX4 AT TOP OF
BOTTOM CHORD AT
8' O.C. AND. CONT.
NAILED WAM 8D
COMMiDN EA. TRUSS
SEE SOFFIT E
FACIA DETAIL
CONTBEAM ELK
WAI*5 CONT
ATER PROOF CEILING
CON, LI
W/(I)e5 CONT I,
BALCONY
MAX
DBL 7 X 8' P.T. RIM JOIST i
W/(2) 5/8' DIA WEDGE ANCHORS
AT 37 O.C. W/b' MIN EIv�EDIMBYf
CONCRETE COLLMN
IN CON,
WAD tt5 VERT.
3/4' PLYWOOD
DECKING
CONT,BEAM ELK
WAD#5 CONT.
CON, LINTEL
W/(I)n5 CONT.
WATER CORETE COLUPNNI� \\'E9'NG.
OP BEARING
CEILING
NC
WAD tt5 VB7T. FLOO12JOISTS
�--CONCRETE COLUMN
ENDS 48
BADIVA M� R, PROVIDE PORCH
CONT. LOAD PATH FROM
FOOTING TO TOP OF BEAM
JOMff
W COL ELEV. AT AFE
)ONcs.6a JkNLILD88
T
NOTE
SEE FLOOR PLANS FOR
COLUMN LOCATIONS E
C LINTELS
PORCH/BALCONY DETAIL N.T.S.
5V-CRIMP METAL ROOF
OVER 30tt FELT OVER
19/32 CDX PLY O 12
ENGINEER®PITCH
H
'SIMPSON' f-ETA20
AT EA TRUSS TO
BEAM WAIZ
IOD XI-I/2, BEND
AND NAIL BOTH SIDES
SEE SOFFIT F�
FACIA DETAIL
CONTBEAM BLK
WAD#5 CONT. I'
USE CON, LINTEL
ALL ALL EXT OPENINGS ML
7/8"
CONCRETE BLOCK
EXT. WALLS W/tt 5
VERT. AT W O.C. E
EA SIDE OF EA -
OPENING IN BLOCK
WALL E AT ALL INSIDE
E OUTSIDE CORNERS
FILL SOLID WIC
AT WEDGE ANC-
CONT,BEAM
W/(I)tt5 C
CONCRETE BLOCK
EXT. WALLS W/tt 5
VERT. AT 4 O.C. E
EA SIDE OF EA
OPENING IN BLOCK
WALL E AT ALL INSIDE
E OUTSIDE CORNERS
LAP BAR ENDS 48
BAR, DIA MIN, PROVIDE
CONT. LOAD PATH FROM
FOOTING TO TOP OF BEAM
TYPICAL 2
Y
I/7 DRYWALL OVER
R-4.1 FOIL OVER 1/2
P.T. FURRING AT 24' O.,
IX4 AT TOP OF
BOTTOM CHORD AT
8' O.C. AND CONT.
NAILED W/(3) 8D
COMMON. EA TRUSS
DBL 2' X 8' P.T. RIM JOIST
WAD 5/8' DIA WEDGE ANCHORS
AT 37 O.C. W/6' MIN EIvDEDIMENT
IN CON,
Y/7
TOP CHORD
ENO. FLOOR
AT 24' O.,
1/2' DRYWALL OVER
9-4.1 FOIL OVER 1/2
P.T. FURRING AT 24' <
m
al
JOINT
rMCAL ELEV. AT APE.
NAVD88 t
if N I;z-
m
WALL
N.T.S.
TYPICAL WALL
SEE WALL DETAILS
AL DRIP FLASHING
'X6 PRIMED R.S.
FACIA, 6" MAX O.H.
ZERO OVERHANG DETAIL
N.T.S.
4' CONC.
SLAB
GRADE
SO. 31 tt5'S •
N CONT i FILLAN
CONC. O
FOOTING
6'
TYPICAL CONCRETE FOOTING
FOUNDATION PLAN 1/4" = 1'-0"
REVISION DATED CONCRETE NOTES
6/8/2015, CONC. PSI 4'CONC.SLAB W/6"X6-#10/#10 WWM
OVER 6 MIL. VISQUEEN OR EQUAL
OVER CLEAN COMPACTED
ORGANIC FILL TO 95% DENSITY
* SOIL OW SLAB TO BE TERMITE
JFFO
D PRIOR TO SLAB POUR
* 1 MIN CONC W/VAPOR BARRIER
* TING DESIGN BASED ON 2500(ASSUMED)
IL BEARING CAPACITY, CONTRACTOR
FY. PROVIDE MIN. 3/4' RECESS AND/OR
SILL FOR ALL DOORS TO EXTERIORANCL GARAGED
LINTEL SCHEDULE
HIGH -STRENGTH
PRECAST AND PRESTRESSED LINTELS
MANUFACTURED BY CAST-CRETE
SAFE
APPLIED
SAFE
APPLIED
Eil
GRAVITY
GRAVITY
UPLIFT
UPLIFT
BEAM
LENGTH
TYPE
LOAD
LOAD
LOAD
LOAD
COMPOSITE
U
2'-10'
PRECAST
6113
< 800
4460
< 400
8FI6-IB/IT
L2
4'-0'
PRECAST
6113
< 800
3079
< 400
8FI6-IB/IT
L3
5'-4'
PRECAST
5365
< 800
2290
< 400
8FI6-IB/IT
L4
7-6
PRECAST
2661
< 800
1634
< 400
8FI6-IB/IT
L5
10'-6'
PRECAST
1533
< 800
914
< 400
8F16-IB/IT
L6
la-6
PRECAST
184E
< 800
1471
< 400
1 8FI6-IB/IT
I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PE32INJETE12 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 UNITEI_S WHEN FILLED.
LENGTH - OPEN SPAN PLUS 8 INCHES
2ND FLOOR PLAN 1/4" = 1'-0"
CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH
NOTE, ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
'S
PORCH STAIRS
'S
PORCH STAIRS
IST FLOOR PLAN 1/4" = 1'-0"
CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH
MEL-12Y 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, DISCLOSII=D, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BE --COMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION.
s
0
U
e
z
Q
3
J
W
JILT VTR
/
/2• — SING
1
/ 2'
12'
IJ wC
r VTRJ L
3'
LAV
` 1
WID r
r
I /-3' TO 2ND FLOOR
I
1 JIL2' VTR
/_2" LAV
I
I�
1 2.
3'1 1 3. - u
�. 1 — �Wez 13. /
ly
3'
14.
4' C/O
I
TO APPROVED
SEPTIC SYSTEM
IST FLOOR PLUMBING RISER
N.T.S.
JIL2' VTR
SINK L rl
� r
SHOV 52 ` `I
I1.,Ir
v Y
3'
`a
�•
�-3' FROM IST FLOOR
2ND FLOOR PLUMBING RISER
N.T.S.
2ND FLOOR HVAC PLAN 1/4" = 1'-0'
PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOMS
LOAD CALCULATIONS
RESIDENTIAL 150 AMP ELECT. PANEL 240- IC 3W
CIRC.
DESCRIPTION
VOLT
SIZE
WATT
RE
SIZ
1.2
AC/AH
240
60
12,000
6
3A
ANKLESS/ ON DEMAND
240
30
17000
10
5,6
OVEN/RANGE
240
50
12,000
6
7,8
DRYER
240
30
1,000
10
9
LIVING RM.
120
15
1,500
14
10
MASTER BEDRM.
120
15
1,000
14
II
BEDRM.2
120
15
1,000
14
12
DINING RM.
120
20
1,000
12
13
LALINDQY/WASHER
120
20
11000
12
14
KITCHEN
120
20
2,000
GFI
15
BATI-4ROOMS
120
20
11000
GFI
16
SPARE
120
20
1,000
12
FIRST 10,000 - 10,000 51500 WATTS
REMAIN. 41,500 AT 40%-16,600
TOTAL 26,600
AMPS - 26,600 / 240 - 110.8 AMPS
ELECTRICAL LEGEND
1/2 ON SWITCH 110 V. RECEPTACLE
In V. mcEF-rACLE
(BE
220 V.SPECIAL PURPOSE OUTLET
a
FLOOR OUTLET
0
RED - AD1 EYEBALL
IIOV WALL MOUNT LIGHT FIXTURE
nOV FOR FD(T1. W(UGHT ,ETC)
RECESSED LIGHT
®
EXHAUST FAN/LITE COMBINTICN
®
EXHAUST FAN
CEILING FAN
CEILING FAN W/ LIGHT
SINGLE POLE SWITCH
$3 DOUBLE POLE SWITCH
220 V. ECT
CARBONN MONNOXIDE D
MONOXIDE
%"O E DETECTOR
ROOD LIGHT
��
DOOR OPENER
FLUORESCENT LIGHT
mi&Q
ELECTRICAL PANE_
I]
ELECTRICAL he7E2
TELEVISION JACK (CA
A
PHONE JACK
SPEAlaRS
GPI
GROUND FALLT INTM
WATERPROOF
11106E BIB
IST FLOOR HVAC PLAN 1/4" = I' —On
PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOMS
ELECTRICAL NOTES:
*200 AMP SERVICE
*SMOKE DETECTORS AS REQUIRED
*FIELD VERIFY RECEPTACLE LOCATIONS
*GARBAGE DISPOSAL
*ALL BRANCH CIRCUITS THAT SUPPLY 125V.
SINGLE PHASE, 15 AND 20 AMP RECEPTACLE
OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS
SHALL BE PROTECTED BY AN "ARC -FAULT CIRCUIT
INTERRUPTER(S)'.
*RECESSED LIGHTING FIXTURES
MUST COMPLY WITH:
FLORIDA ENERGY CODE 606.I.ABC. 1.2.4.
PRODUCT APPROVAL (TOTALLY ENCLOSED)
2ND FLOOR ELECTRICAL PLAN 1/4" = 1'-0"
PER 200E N.E.C.
TYPICAL ELECTRIC RISER 2�p � WI.�/23°V
NOT T SCALE 20o AnaP AMP W/200 AW MAIN BREAKER
MAIN DISCONNECT PA (30 CIRC.1
ELECTRIC METT32 (^ ^ 30AA Ypi-P I .O � AC
TRArSFCQ1 (3) u2/O THI-N-CU
BY PPL IN 2' CONDUIT
3#2/CL( IN T DIA. COM u4 SOLID OR STRANDED CU. GROUNDED TO (2Id5
REINFORCING BARS AT F(U•DATION BASE
2 GRNDRODS • E APART e2/0
LIFER GROUND REQUIRED
T
cmACU ON ROOF
SEE ELEVATIONS
FIND LOCATE
=i
220 V. DISC
IST FLOOR ELECTRICAL PLAN 1/4" = 1'-0"
PER 2008 N.E.C.
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 DUPLICATED, DISCLOSED, L)ESTRIBUTED, 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.
��.ndi LIB
O
U
z
)
Q
0
i
Ill
BEARING HEADER SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X6
SPF
STAGGERED
ITOC 16D
UP TO 3'-II
(1)
(1)
(2>2X8
HEMP FIR
STAGGERED
ITOC 16D
N TO 6'
(D
(U
(2)2XI0
HEMP FIR
STAGGERED
12'OC 16D
6'-I TO 8'-6
(2)
(1)
(2)2XI2
HEMP FIR
STAGGERED
8'OC 16D
8'-7 TO 16'
(2)
(2)
NON -BEARING HEADEQ SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X4
SPF
STAGGERED
ITOC 16D
UP TO 3'-11
(D
(1)
(2)2X6
SPF
STAGGERED
12'OC 16D
N TO 9'-8
(1)
(D
HEADER T
T
I' MIN
FROM EDGE
AX
21 D FL
FL JOISTS
12" MAX
T X 17 STRINGERS
ATTACH TO SIDE WALLS
WA4) 16D EA. STUD 5
(3) 1/4' X 3' TAPCONS
AT 16 O.C. TO CONIC.
15 RISERS AT 7.5"
14 TREADS AT 10"
I" BULLNOSE
;*Xsf4 eg�� _ 'j
SWING
I X2' P.T
FURRING
I/7 DRYWALL
FOIL
I'X7 P.T
I/7 FIR STRIP \DOO2 JAMB ATTACHED
DRYWALL /tt10 X 3' WOOD SCREWS
CAST •6 EAEND S 18' O.C.(SNGLIEAF)
9 12' O.C.(DBLLEAF)
EXTERIOR SWING DOOR ATTACHMENT DETAIL
RNDOW UNIT
ADD (1) #5
OV62 4• LNG.
FC)1POUR®
w.
CCNsc. NC. SILL
_ =
- -
CONCBLKEXT.
ALL W/Iu5 VERT
l
AS IN FLOOR PLAN
u
CONIC. WINDOW
SILL DETAIL
INTERIOQ) STAIR DETAIL
METAL
NFL
PLYWOOD
25-1/2"
5V-CRIMP METAL
ROOF PANEL
' 30# FELT
19/32" CDX
PLYWOOD
MOUNT
�7
INDOW UNIT
TAPER
ADD O) ffi
SILL
OVER 4' LNG.
vxo
FORMED E POUR®
CONG SILL
- -
-
CONCBLKF:XT.
ALL WARS VERT
- -
AS IN FLOOR PLAN
CONC.
WINDOW
SILL DETAIL
I ST FLOOR
THICKEN CONC.
UNDER BASE OF
STAIRS WAN) tt5 CONT.
'XT P.T.
BRING
I X6 P.T. WINDOW BUCK
ATTACI-® W/1-1/2' T
NAILS • 18'O.C. VERT
WINDOW FRAME
ATTACHED TO CONC,
BLOCK T RU WOOD
WINDOW BUCK W/1/4' X 2-I1
TAPCONS, FILL ALL HOLES
MIN EMBED 1-1/4'
VP43
1/2=X PLY NAIL
NAIL PATTI
2X6 FRAM? WALL-
TYPICAL WALL
SEE WALL DETAILS
Iw P.T. Iw P.T.
PERKING PERKING
I/7 DRYWAL PX6' P.T. DOOR BUCK
T�ATTA0-M WIFUZ T
/ NAILS • 18'O.C. VE12T
SGO JAMB ATTACH
W1#IO X 3-1/7 TAPCONS
THRU DOOR BUCK AMID 1
CONCRETE BLOCK FILL
ALL HOLES
SCREW" SLPPLI® BY
S.GD. MAN.F. INSTALL:
AS PER MM1P. INSTRUCTIONS
Sa
".t
YPICAL FEADM
SEV SCHEDULE
2X6 H?AZ-ACK
sM HEADM
FOR DETAILS
S.G.D. JAMB ATTACHMENT DETAIL
TYPICAL
�2-19 INSLL
LINER
v1ETAL DRIP FLASHING
-I"X2' P.T. DRIP EDGE
20X6' PRIMED R.S.
FACIA
2 CONTRACTOR TO USE
7/8" STUCCO OVER 3/8'
HI RIBBED PAPER BACKED
ETAL LATH OVER -TYVEK'
W/1' PER F.B.C. 2514.3.5,
THE CONTRACTOR SHALL
INSTALL 6' X 24' SOFFIT
VENTS m 8'-0' O.C.
TYPICAL SOFFIT DETAIL
N.T.S. (SEE ZERO O.N.
DETAIL, O LOT LINE)
AL DRIP FLASHING
2"X6" PRIMED R.S.
FACIA, 6" MAX O.N.
TYPICAL WALL
SEE WALL DETAILS
ZERO OVERHANG DETAIL
(0 LOT LINE)
N.T.S.
PNEUMATIC FASTNER SCHEDULE
IJ PNEUMATIC FASTNERS SHALL BE 'HILTI' COIL NAILS, TYPE CRF 1120. I-1/2' LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED.
2) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED.
MANUF.
MODEL tt
SPACING/
LOCATION
NAIL SIZE
REMARKS
PLYWOOD WALL
2-3/8' X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SP812MS
SEE DIAPHRAM SCHEDULE
PLYWOOD FLOOR
2-3/8' X .113 (34 DEG)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SP8RMS
SEE DIAPHRAM SCHEDULE
I' X 2' FURRING
.099 X I -VT SM
INTERNATIONAL
422428
16O.C.
STRIPS
STAPLE
WINDOW BUCKS
.120 X 1-1/2'
HILTI
IT O.C.
GARAGE DOOR
1/7 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 1-1/7
HILTI
17 O.C.
DOOR BUCKS
ROOF BASE
120 X I'
CENCO
HJI5ATA
17 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
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
BOLNDERIES
REMARKS
ROOF
APA RATED SHEATHING
19/32'
24' O.C. MAX
IOD,
6' O.C.
IOD,
6' O.C.
IOD,
6' O.C.
IOD,
6' O.C.
IOD,
6' O.C.
IOD,
4' O.C.
IOD,
4' O.C.
BLOCKING
AS SHOWN
EXPOSL12E I, OR EQUAL
SPAN RATING 40/20
NOTE: ALL ROOFING NAILS TO BE RING SHANK
NOTE TO GENERAL CONTRACTOR, ALL CONNECTIONS IN CONTACT WITH ACID 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.
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
RAILING FORCE PER CODE = 200# TOTAL OR 50 PLF
50 PLF - 4.17 /LI.
ASSUME 4' TRIBUTARY AREA => TOTAL LOAD - 4.17WIN. X 4' = 16.7tt
MOMENT AT BASE - 16.7# X 42' = 701# IN.
SECTION MODULUS FOR WOOD = 1/6 BH2 (RECTANGLE) OR 1/6 63 (SQUARE)
- 1/6 (23/16)3 = 0.5 IN3
BENDING STRESS = MIS = 701/0.5 - 1,402 PSI < 1750 PSI (FIBER STRESS FOR SYP.)
I. AT TI E SAVE, RAKE AND RIDGE, FASTENERS SHALL BE AS PER F.B.C.2514.3.5
LOCATED NOT MORE THAN 3' AWAY FROM THE PANEL END. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE 70I INtt = I' FA + 3' FB
2 TI-E LEADING SIDE EDGE OF THE PANEL SHOULD BE TI-E EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION
SIDE WITH THE ANTI -SIR -ION GROOVE, EACH PANEL SIDE OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN THREE
WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY BRAKE STRANDS OF LATI-L METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR B �N 701 IN#/ 4" = 175 tt
3. tt9-15 X HIT SELF DRILLING CORROSIAN RESISTANT FASTBNE2S OTH32 HORIZONTAL WOOD SLPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE,
W/ SELF SEALING WASI ®2S AT 17O.C. AND AT 12 O.C. IN TIE CENTER BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) LONG HAVING A ® A= PULL OUT FORCE = 175"
OF TI-E PANEL AT THE FIELD PE2PENDICLLA12 TO THE ROOF SLOPE ON THE HEAD NOT LESS THAN 3/8 INCH (9.5 MMIN DIAMETER. 7 1 INtt
®B= PULL OUT FORCE = 525tt MAX
HIGH POINTS OF TI-E PANE- RIBSA. THE PANEL'S WIDTH FASTENERS SHAD- SOFFIT VENTS TO BE 6'X24' AT 8' O.C. MAX
BE SPACED AT 17 O.C. TO THE CENTER RIB, THEN IT TO THE NEXT, PERPENDICULAR
TO TI-E SLOPE, THROUGH TI-E OVERLAPPING PANE-. TI-E FLAT EXTEf2I Oft SOFFIT DETAIL ttl2 WOOD SCREWS W/I-I/8' EMBEDIMENT HAVE WITHDRAWAL RESISTANCE OF 7 5tt > 525#
AREA OF THE PANE. AS SHOWN IN TI-E DETAILS HEREIN
5. THE PANELS FASTENING PATTERN AT THE INTERIOR OF HANDRAIL LOAD CALCULATIONS
THE PANEL, SHALL BE IN ROWS SPACED 17 O.C, RUNNING N.T.S.
PARALLEL TO THE SLOPE OF THE ROOF.
FL #6931-12I NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD ME- RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF ME_-QY CONSTRUCTION, INC.
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR MANNER IN ANY MAER WITHOUT WRITTEN CONSENT
OF ME -QY CONSTRUCTION, INC., THE US62 THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO ME.-RY CONSTRUCTION, INC. FOR FULL COMMISION.
OR WD C0NT, 25 GAL16E METAL
STUDS ATT O �TRACKS TOP E BOTTOM
24.0.,
25 GAUGE CHANNE3_ SHAPED
STUDS AT 2W O.C. W/ 1/7
GYPSUM WALL BOARD APPLIED
VEWICALL.Y a ATTACHED W/ I'
LONG BUGLE HEAD SCREWS TC
EA. SIDE AT 12' O.C.
CON,
FLOOR SLAB
TYPICAL INTERIOR PARTITION
N.T.S.
X 4' TOP PLATE
2' X 4' WOOD STUDS
TAT 24' O.C. WITH 1/7
DRYWALL BOTH SIDES
ATTACH 2' X 4'
.BOTTOM PLATE
TO FL. JOISTS WITH
i310 X 4' WOOD SCREWS AT
4' FROM EA. END E
24' O.C., (3) MIN.
OOR JOIST
KNEEWALL DETAIL
i
0
O
z
Zo
Q
a
O
2
W
ELSEWHERE IF APPLICABLE..
HETA 20 EA.R
CUT 7/12
BIRDSMOUTH
CONC. LINTEL
W/BEAM BLOCK
ABOVE W/(1)
$*5 EA. CPS. CONT.
CONC. COL.
W/1=5 VERT
12
3
-------------------------------
co
2"X8" RAFTERS
AT 16" O.C.
"SIMPSON"
HUS2-10 AT
EA.RAFTER
12 TO LEDGER
MIQ
VA
STORAGE
ABOVE
GARAGE
---------------------
- — — — — 1 — — - { — — — — — — — — — — — — — — — — — — — T — — — — — — — — — —
16" X 18" CONC.
FOOTING VV/3 =5'S
CONT.
2"'X6"'
CEILING
BEAMS P19
1/2" DRYWALL
CHASE
9,_3 1„
2
2 STOPY LOAD
� GOOF UPLIFT
AT THIS POINT
CA�2POf1T
_ 1 8" X 1611
FO�),MFD E POU;:2FD
i
-� CONC. T I F BEAM
VV/(2) =5'S CONT.
AT TOP �(2):m7'S
AT BOTTOM
POUF ALL
CONC. MONO
d d
a
4" CONC. SLA
SIMPSON MST16
AT EA. TOP PLATE
TO FLOOR JOIST
SIMPSON SP4/6'S
AT TEB PLATES
AT EA. STUD
2"X8"LEDGER
NAIL W/(2) 12D
AT EACH STUD
2"X6" WOOD
FRAME EXT. WALL
CONT. LOAD TO
CANTILEVER SLAI
DOOR TO
STORAGE
FIELD DESIGN
SIMPSON MST16
AT EA. TOP PLATE
TO FLOOR JOIST
SIMPSON SP4/6'S
AT ALL TSB PLATES
AT EA. STUD
STRAP STUD
TO STUD
FD�ZIO
LOSE
,.
A. kfl 4
4
STOQAGF
e d O' d
a.
d, d
° < A
a
a
SECTION AT GARAGE STO;.),AGE
5/8" DIA. WEDGE
ANCHOR AT 32" O.C.
W/6" MIN EMBEDIMENT
SUSPENDED C
SLAB W/**5'S BOTH
WAYS AT 12" O.C.
CONT.=5 SLAB
TO FOOTING
D =5'S
(TYP)
CONCQFTF
STFMVVALL
VV/ 1 3:�5 AT 4'
O.C. VF2T
24" X 16" CONC.
FOOTING W/3 =5'S
CONT.
rn
W
H>m
t
N u-T
QaQ
.
Z
Q 0
c
u
m > c
z I
U D �
u
o
i
N
O
d O
w
Lua'10
z
LLI Fn
UyLL4
=n(Yo
=�Dtt
�a
7
C�
ti
O
I
Lov
vz
z-i
W W
UU
oQ
O�W
LL W W
ON
tt
0,
o0,
LLI
Z UJ
p O=
U) Lu :lQ
W
m
OW
Zp -1Co Lo co
0% 0% Co N co
oj
o WW
?ZW2U
0U00Q
~z < O
NC4 m h
101
N.T.S.
0
*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
-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-B1 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.
-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
TRUSS CONNECTOR SCHEDULE
residence
BRG P❑INT
TRUSS I,
TRUSS
,UPLIFT
CONNECTOR
MFG
CONNECTOR
QTY
CONNECTOR
TO USE
CONNECTOR
UPLIFT
FASTENERS
PER STRAP
Truss to
Concrete
< 1725
S
1
HETA20
1805
10-1001 x 1-1/2
Truss to
Wood
< 625
U
1
RT7A
650
10-8d x 1-1/2
Connector Mfg U=USP, S=Sir)pson
zero lot
overhang
N
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: JOHN H. CPESWELL, PE
TITLE: ENGINEER OF RECORD
APPQOVAL DATE:
line, no
add 2x6
facia
TRUSS PLACEMENT PLAN
BEARING ELEVATION
8'-1 " E
9'-5-3/4"
17'-6-3/4"
HANGERS
A = U —24 : 2
B = HUS-26 : 1
TYPICAL END DETAIL
HEEL
HEIGHT
411
12" PLUMB
CANTILEVER
ROOF
PITCH
3�
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUC
E17
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE:(772) 466-2480 FAX:(772)466-5336
CUSTOMER:Mel-Ry Construction
JOB NAME: Cehelnik Res Up Roof
ADDRESS:10701 South Ocean Dr
# 697
CITY/COUNTY: Jensen Beach
JOB # 28792
SQ FT 1045
DATE (LATEST=05/05/15
05/04/15
IN ACCORDANCE WITH THE RORIDA ADMINISTRATIVE CODE
1G15S-31.003 (3) (c), EAST COAST TRUSS is the
Truss Design Engineer"
.russa are designed In accordance with the
lurid: 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
MIX FOR 2110'6 12
DESIGN T4UTERIA =C&C Hybrid MWFRS
OCCUPANCY CATEGORY= II
EXPOSURE = D
MWF SPEED = 170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 22
GRAVITY LOADS
FLOOR: DUR FACTOR= 1.0
PS F =TC LL-TC D L- BC L L- BCD L
40.0120.010.015.0
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TCDL-BCLL-BCDL
20.0115.0110.0,10.0
LOADS PER FBC & FRC
*NON -CONCURRENT BC
LL 10psf
CONCURRENT BC
DOTIOMM6L 20 psf
MWF = MAIN WIND
FORCE
C&C = COMPONENTS
AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
S S�1 TQ EN=JSSES
TRUSS
ll wlaaG.LIIVEE�LO(A�Dp�
A?L' GIRDEIi/COL'dM�Ct7A'D5 MUST
EprsfAS&FR0WftD9 REE&S SHOWN
SO0UfiftEM ffSS DRAWING.
ST9Q®9kCING, 10'-0" O.C.,
IS RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
AUTION: SPANS GREATER THAN 30'-0"
UST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2 TO
1-
2-
3-
4-
5-
6-
IN LENGTH AS THE SPAN OF THE TRUSS
JG SET.
=R TO BCI-B1 FOR COMPLETE
CTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
REVISIONS
(1/4" if plotted 24x36) . Designed By:
0
LU
CL
G
Q
�U)
UJ
V/
Ln
LU
O
LU
Ln
O
z
4-
0
rl
N
Cn
(0
i
0
U
Z
e
z
Q
w
J
w
CD
Be
a
v
Y
c
m
S
w
1L
a
In
v
CU
N
("
N
w
c
c
0
R
P
U
U
E
UI
0
x
VI
C
W