HomeMy WebLinkAboutBuilding PlansROOF EDGE 1
HIP
PD END
ROOF EDGE
R803.2.3.1 SHEATHING FASTENINGS.
WOOD STRUCTURAL PANEL SHEATHING 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 RING -SHANK NAILS SHALL HAVE THE FOLLOWING
MINIMUM DIMENSIONS,
ZONE 2
I. 0,113 INCH NOMINAL SHANK DIAMETER.
ZONE 3
2. 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 r
PERIMTER TO BE
SQUAQE 120UND
HANDRAIL PROFILE DETAIL
NOT TO SCALE
LANDING
4" CONC.
HIGH WALL
JNTED HANDRAIL
--x5 EA. BULLNOSE
.tea a
=
5 ALIGNED
(D EA. SIDE OF STAIRS
CLEAN, TREATED AND (I) AT MIDPOINT
COMPACTED FILL
(4) RISERS AT 7.5" CONCRETE
(3) TREAD AT 10" STAIRS
(D LANDING USE 3000 PSI
I" BULLNOSE CONCRETE
ENTRY STAIR RISER
N.T.S.
I-I/7 OR 5/4' X 6'
P.T. DECKING W(3}
16D AT EACH JOIST
P.T. GUARDRAIL
(2) SIDES
OF LANDING
4' X 4'
ORr82
POSTS
I-I/2' OR 5/4' X
P.T. DECKR
7X8'P.T_
FLOOR JOISTS
(2) I/2' DIA. BOLTS
WOOD POSTS TO -
RIM JOISTS
Nc0
P.T. BAL
LESS THAN 4'
3'-88"
4.12S AT EA. (y I/r DIA BOLTS
JOIST TO RIM TH WAYS, POST
`JOncISTS BOTH TO RIM JOISTS
ai
RIM
2' X 8'
FLOOR
JOISTS
TOP VIEW J"0�0°
i�OI
(3) 7 X 17 P.T.
5TRING625, (I)
EA SIDE E (D
AT MIDPOINT
(4) 7-I/7 RIS62S
(3) 10' TREADS
I I/7 DIA. BOLTS
DST TO ST12INGE3R
P.T. GUARDRAIL
(2) SIDES
CE OF LANDING
�� c
POSTS
P.T. BOTTOM
RAIL
I-I/2' OR 5/4' X 6'
P.T. DECKING, I/S°
SPACING
WOOD POSTS TO
RIM JOISTS
SEAR STAIR RISER
N.T.S.
ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST
PERMIT TYPE S.F.R. PERMIT NUMBER OWNERS NAME MR. E MRS. BAXTER
DESIGN PROFESSIONAL NAME A/E JOHN N, CRESWELL, PE JOB SITE LOCATION 612 VENTURE ST. LUCIE
10967 S OCEAN DRIVE, JENSEN BEACH, FL 34957
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 TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT.
PRODUCT
MODEL NUMBER
MANUFACTURER
EVALUATION AGENCY
NOA NUMBER
EXPIRATION DATE
WINDOWS -SINGLE HUNG
SERIES SH-7700
LAWSON IMPACT GLASS
MIAMI-DADE
12-0127.16
12/27/2016
WINDOWS -FIXED GLASS
SERIES "PW" 4200/6200
LAWSON IMPACT GLASS
MIAMI-DADE
12-0307.06
08/22/2017
MULL BARS
ALUMINUM TUBE
LAWSON
MIAMI-DADE
12-0127.07
05/30/2017
EXIT DOOR, SOLID CORE EXTERIOR HINGED DOOR THEf'MA-TRU FLORIDA BUILDING CODE FL 5891-23
NA
ROOFING MATERIAL 5V-CRIMP J.M. METALS FLORIDA BUILDING CODE FL 12966.E
NA
IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODU(WT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVELOPE
EVALUATION AS REQUIRED BY THE FLORIDA BUILDING CODE.
JONN H. CRESWELL, PE PE# 40940, COA# 27002
ARCHITECT/ENGINEERS'S SIGNATURE FL. CERT./REG. NUMBER
5/8' DIA/ WEDGE AN
4' EMB®IMHJ IN CC
POST TI
TYPICAL
STAIR ATTACHEMENT TO HOUSE
N.T,S,
TOPRAIL
P.T. GAL
LESS THAN 4'
HANDRAIL
T. BALUSTERS
SS THAN 4' SPACE
-
LANDING
r x Ir P.T. BRA
MOUNT STRIM
I-12' OR 5/4 J
TREADS E RISERS
(4) RISERS AT 7.5" ea,2coir�
(3) TREADS AT 10"
(I) LANDING WOOD FRAME
I" BULLNOSE STAIRS
(3)TX17 P.T.
wooD STRINGERS
(D EA. SIDE E (D
AT MIDPOINT
(3) TX 17 P.T.
WOOD ST12ING62S
iD EA SIDE E (D
AT MIDPOINT
GENERAL NOTES'
I. CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE" AS
ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE
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.
CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
OVER SCALED DIMENSIONS.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16
STUCTURAL NOTES
3. ALL STRUCTURAL CONCRETE_ SHALL NAVE A MINIMUM 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 I-I/2" SUSPENDED SLABS' I"
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.BEARING 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 IOD GALV.
12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM
TO MASONRY WITH I/2' DIAMETER 7" EMBEDMENT WEDGE
0DL81$12AR6E®P4fJm(N6i/>BGS"3WvLWAiG(11TM@I.AND 6' O.C. IN FIELD
MALL 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
16.20OF DL E LL - 55 P.S.F.
17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
18.FLOO12 ILL - NA
19.ALL PRE -CAST LINTELS TO HAVE MIN.6' BEARING
20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
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
EMBED =5 DOWEL 7"
INTO FOOTING W/EPDXY
MISSED DOWEL DETAIL
STRAP TO TRUSS
ATTACHED
��TAPCONSK W/(3)- 3 Ifi XI-3/4'
TYPICAL CONC.BLK
.. EXTERIOR WALL
MISSING TRUSS STRAP DETAIL
��1(i�'{�^.I "Ili" iir,�".• �7P,
ST. LUCIE COUNTY �lf� _D Q'
PUBLIC WORKS DEPARTMENT ! v
CODE COMPLIANCE DIVISIONST. LUCIE couNTv
BUILDING DIVISION
2308 VIRGINIA AVENUE REVIEWED
FORT PIERCE, FL 34962 FORcaM �E
772-462-155 REVIEWED BY ,°._
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE DATE , e�
P ro NS AN PEhM T
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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 STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR
STRUCTURAL WALLS. COLUMNS OR OTHER COMPONETS ARE BEING AFFECTED) AND CERTAIN OTI-IEI2 MINOR BUILDING PERMITS FOR
FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (772)462-2172
PROJECT NAMEg BAXTER RESIDENCE
STREET ADDRESS >i2 r`ii\W".ei �
P32MIT NUMBER
CUPANCY TYPE
SFR
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)
I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10
2 BUILDING DESIGN IS: ENCLOSED YES PARTIALLY ENCLOSED OPEN BUILDING
3 MEAN ROOF HEIGHTS LESS THAN 15' ROOF PITCH 4/12 INTERNAL PRESSURE COEFICIBNT. +/- 0.18
4. WIDTH OF END ZONES < 4.5' WIND SPEEDS 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-I. ASCE 7 II FBC TABLE 1604.5
b. WIND EXPOSURE CLASSIFICATIONS D ADJUSTMENT FACTOR FOR EXPOSURE E HEIGHTS 1.47
7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE I -38,2 ZONE 2 -53.9 ZONE 3 -85.0
8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5�ANS 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
II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YE$ X NQ____iIF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? YES�VO (IF NO, ATTACH EXPLANATION
13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NO (IF NO, ATTACH EXPLANATION
14. MINIMUM SOIL BEARING PRESSURE 2500 PRESUMPTIVE 2500 BY TEST' WA 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.
NAME .;�:,: -;\ T:.;I� i >'+ � ciii. l , ._.
DESIGN FIRM
DATE
SLCCDV FORMtt 020-00 SEAL
REVISED 5/18/09 (CL)
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-RY CONSTRUCTION, INC., THE USER THEREOF ,WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
FLORIDA DESIGN CRITERIA
V(ULT) 170 MPH (3 SEC. GUSTS)
V(ASD) 132 MPH (3 SEC. GUSTS)
EXPOSURE D
IMPORTANCE FACTOR I
CATEGORY II
INTERNAL PRESSURE COEFFICIENT +/- 0.18
ROOF ZONE UP LIFT PRESSURES:
ZONE] -38.2 PSF
ZONE 2 -53.9
ZONE 3 -85.0
FOR ROOF PITCHS 2/12 THRU 6/12
COMPONENTS E CLADDING PRESSURES EXPOSURE "D"
TAG
POS.PRESSURE
NEG.PRESSURE
TAG
END ZONE
SQ.FT.
46.0
-49.8
-61.6
10
44.0
-47.9
G
-57.5
20
C
41.2
-45.1
-51.9
50
39.2
-43.1
I
-47.9
100
34.3
-38.1
J
-38.1
500
EXPOSURE "Du MULTIPLIER
MEAN ROOF HEIGHT FACTOR
LESS THAN 15' 1.47
LEFT
RIGHT
FINISHED FLOOR
ZERO TRUSS
OVERHANG
RIGHT SIDE
ZERO LOT LINE
FRONT
5V-CRlmp
METAL
ROOF
12
4 .
ZERO TRUSS
OVERHANG
RIGHT SIDE
ZERO LOT LINE
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MEL-12Y CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC.
ELEVATIONS II4" = II -Q 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.
HIGH -STRENGTH LINTEL SCHEDULE
PRECAST LINTELS MANUFACTURED BY COST-CRETE Ltt
SAFE
APPLIED
APPLIED
GRAVITY
GRAVITY
UPLIFT
BEAM
LENGTH
TYPE
LOAD
LOAD
L4460
LOAD
COMPOSITE
LI
2'-10"
PRECAST
6113
< 800
< 400
8FI6-IB/IT
L2
4'-0"
PRECAST
6113
< 800
< 400
8FI6-IB/IT
L3
5'-4"
PRECAST
5365
< 80
< 400
8FI6-IB/IT
1-4
10'-6"
PRECAST
1533
< 800
1183
< 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 MIN.
4' O.C. LOWER LEVEL
4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED SOLID W/CONC..
LENGTH = OPEN SPAN PLUS 8 INCHES
LI R
UP (4) 7.5"
� RISERS
LIVING
ROOM
WALL
:NT DRYER
WID I II LNDRY
1-2'-3"
Fo
I
II ENTRY?
0
7.5"
L24 `/�
KITCHEN
FA
I
r 22X1p-1
I ATTIC 1
ACCES
3 MASTER `p
L3 BEDROOM
Q
FOUNDATION PLAN 1/4" = 1'-0"
PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOMS
NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE TH0121GINAL AND WORK OF MEL-RY CONSTRUCTION, INC.
ELSEWHERE IF APPLICABLE.. 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 THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION.
REF.
gm
EX
GUEST
IX
,
I
lul®�m
1mrmlillwil
l
u BATH
z•
FLOOR PLAN 1/4" = 1'-0"
CONCRETE BLOCK EXTERIOR W/-\LLS WITH TYPICAL STUCCO FINISH
p
LOAD CALCULATIONS
RESIDENTIAL 200 AMP ELECT. PANEL 240- IC 3W
CIRC.
DESCRIPTION
VOLT
SIZE
WATT
SIZE
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
1,000
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
LOCO
12
13
LAUNDRY/WASHER
120
20
1,000
12
14
KITCHEN
120
20
2,000
GFI
15
BATHROOMS
120
20
1,000
GFI
16
SPARE
120
20
1,000
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
LIVING
ROOM
183 SO FT
®J , •Z�
TYPICAL ELECTRIC RISER 200 FLUS14 P. 1PH..
NOT TO SCALE 200 W/R 0 q� E
zoo AMP AMP (30 CIRC)
MAIN DISCONNECT PANE
ELECTRIC METER 11 A A 1 " 30AMP
F1�9
60 SO FT
o O
F—
ATTIC
ENTRY LAccesJ
16 soft
MASTER
BEDROOM
125 SO FT
wic
(3) UVO THHN-CU
IN 7 CONDUIT
342/C.U. IN 7 DIA COND.— u4 SOLID OR STRANDED CU. GROUNDED TO (2*5
REINFORCING BARS AT FOUNDATION BASE
2 Ql—w DS • 6' APART #vO �
UFER GROUND REQUIRED
m
KITCHEN
125 SO FT F
Lv-
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12ANGE E \/
MICRO IA
4i- =
REF. 00
GUEST
BEDROOM
90 SO FT
FAJW
MASTER
BATH
54 SO FT
HVAC PLAN 114" = 1'-0"
PROVIDE BALANCED AIR 2ETL12NS IN ALL UNIT BEDROOMS
I ELECTRICAL LEGEND
P
1/2 ON SWITCH 110 V. RECEPTACLE
110 V. RECEPTACLE
220 V. SPECIAL PURPOSE OUTLET
El
FLOOR OUTLET
4
RECESSED LIGHT OWNER CHOICE
WALL MOUNT LIGHT FIXTURE
PENDANT LIGHT
IIOV FOR FIXTURE OWNER CHOICE
RECESSED LIGHT
®
EXHAUST FANILITE COMBINATION
®
EXHAUST FAN
'..
CEILING FAN
(
y�5(
CEILING FAN W/ LIGHT
$
SINGLE POLE SWITCH
$3
DOUBLE POLE SWITCH
[=H
220 V. DISCONNECT
®
SMOKE DETECTOR
®
CARBON MONOXIDE ALARM
ROOD LIGHT
DOOR OPENER
®
FLUORESCENT LIGHT
®
FLUORESCENT LIGHT
ME& --I
ELECTRICAL PANE.
ELECTRICAL METER
TELEVISION JACK (CABLE)
d
PHONE JACK
O DOORBELL/GARAGE DOOR BUTTON
CHIMES
®
SPEAKERS
GFI
GROUND FAULT INTERRUPT
A CARBON MONOXIDE ALARM SHALL
BE INSTALLED IN ACCORDANCE
WITH F.A.C. RULE 9B-3.0472 WITHIN
TEN FEET OF EACH ROOM USED FOR
SLEEPING PURPOSES,
MOTION/
LIGHT SENS-
ALWAYS
METE
F.P.L.
LOC)
MOTI
LIGH"
LIGHT SENS.
ALWAYS HOT
ELECTRICAL PLAN 114" = 1'-0"
PER NEC 2008
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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-RY CONSTRUCTION, INC. FOR FULL COMMISION.
5
BEARING NEADEQ SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X6
SPF
STAGGERED
12"OC 16D
UP TO 3'-II
(1)
(U
(2)2X8
HEMP FIR
STAGGERED
12"OC 16D
4' TO 6'
(1)
(D
(2)2XIO
HEMP FIR
STAGGERED
12"OC 16D
6-1 TO 8'-6
(2)
(D
(2)2XI2
HEMP FIR
STAGGERED
8"OC 16D
8'-7 TO 16'
(2)
(2)
NON -BEARING NEADEQ SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X4
SPF
STAGGERED
12"OC 16D
UP TO 3'-II
(D
(D
(2)2X:6
SPF
STAGGERED
12'OC 16D
4' TO 9'-8
(U
(U
-
k4EADEP2 `--�-12" 2"P
I' MIN
FROM EDGE
4AX
�78^
INDOW UNIT
TAPER
ADD (1) u5
SILL
OVER 4' LNG.
j
FORMED E POURED
CONC. SILL
CONC.BLK.EXT.
•
ALL W/1135 VERT
-
-
AS IN FLOOR PLAN
-,
-
CONC.
WINDOW
SILL DETAIL
12" MAX
PLYWOOD
'IMP METAL
PANEL
.LT
FILLED
I/2� I'XT P.T.
DRYWALL FIR STRIP
2"X8' P.T. DOOR BUCK
ATTACHED W/I/4' X 4'
TAPCONSo6' EA.END. E
018' O.C(SNGLLEAF)
E olT O.C. 081-LEAF)
BRICK
SWING
DOORJAMB ATTACHED
W1#10 X 3' WOOD SCREWS
o6' EA.END E 18' O.C.(SNGL.LEAF)
E 1T O.C.0131-LEAF)
;TERIOR SWING DOOR ATTACHMEN-
I'X2' P.T. I'X2' P.T.
FURRING FU2RING
1/7 DRYWALL I'X6' P.T. WINDOW BUCK
�TTACHED W/1-1/2' 'T
/ NAILS o 18'O.C. VERT
WINDOW FRAME
ATTACHED TO CONC,
BLOCK TH12U WOOD
TYPICAL WINDOW BUCK W/l/4' X 2-L
STUCCO TAPCONS, FILL ALL HOLES
MIN. EMBED 1-1/4'
WINDOW ATTACHM
316 CONT. BEAD OF CAULK
(BACK BEDDING) BEHIND BUC
TO PREVENT LIQUID PASSAGE1
SET FLANGE IN COW.
BED OF CAULK ACROSS.
ENTIRE FACE OF BUCK
PE2IMETER CAULK
ATTACH P.T. BUCKS
W/.099 X 1-I/2' NAILS
AT 17 O.C.
jl/4• MAX SHIM
P.T. IX WOOD BUCK TO
—EXTEND BEYOND INTERIOR
FACE OF WINDOW OR S.G.D.
/2' DRYWALL
TTACH AS PER MAN JF.
20DUCT APPROVALS
. ALUM.WINDOW
S.G.D. JAMB
TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL
NOTE, GLNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION
3/6 CONT. BEAD OF CAULK
(BACK BEDDING) BEHIND SHI
TO PREVIBNT LIQUID PASSAGE
1/4• (MAX) SHI
TYP.ALUM.WINDOW
SET FLANGE IN CONT,
BED OF CAULK A
WINDOW
ENTIRE FACE OF SHIM
SILL CORROSIVE RESISTANT TAPCON'
PE12IMETE12 CAULK
CONO. SCREWS INSTALLED AS SPECIFIED
CRE"C� IN WINDOW MANLF. PRODUCT APPROVAL
WALL W/In5 VERT
AS IN FLOOR PLAN
TYPICAL PRECAST CONC. SILL DETAIL
NOTE- GLMABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION
R703.8 FLASHING.
APPROVED CORROSION -RESISTANT FLASHING SHALL
BE APPLIED SHINGLE -FASHION IN A 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 THE
SURFACE OF THE EXTERIOR WALL FINISH, APPROVED
CORROSION -RESISTANT FLASHINGS SHALL BE
INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. EXTERIOR 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:
1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS.
1.2 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR
'IMP METAL FMA/WDMA 250.
PANEL 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR
STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL
OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
PLYWOOD
I. AT THE EAVE, RAKE,AND RIDGE, FASTENERS SHALL BE
LOCATED NOT MORE THAN 3" AWAY FROM THE PANEL END.
2. THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE
SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE
WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY BRAKE.
3. u9-15 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
OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE= ON THE
HIGH POINTS OF THE PANEL RIBSA. THE PANEL'S WIDTH FASTENER`; SHALL
BE SPACED AT 12' O.C. TO THE CENTER RIB, THEN IT TO THE NEXT, PERPENDICULAR
TO THE SLOPE, THROUGH THE OVERLAPPING PANEL. THE FLAT
AREA OF THE PANEL AS SHOWN IN THE DETAILS HEREIN.
5. THE PANELS FASTENING PATTERN AT THE INTERIOR OF
THE PANEL, SHALL BE IN ROWS SPACED 12' 0.0, RUNNING
PARALLEL TO THE SLOPE OF THE ROOF.
FL u6931-RI
TYPICAL W
SEE WALL DET/
TYPICAL
SOFFIT DETAIL
N.T.S.
AL DRIP FLASHING
" P,T. DRIP EDGE
PRIMED R.S.
.IA
CONTRACTOR TO USE
7/8" STUCCO OVER 3/8"
HI RIBBED PAPER BACKED
METAL LATH OVER "TYVEK"
W/1.5" NAILS W/3/8" DIA.HEADS
PER F.B.C. 2514.3.5,
THE CONTRACTOR SHALL
INSTALL 6' X 24" SOFFIT
VENTS o 8'-(y O.C.
PNEUMATIC F=ASTNEQ SCHEDULE
I.) PNEUMATIC FASTNERS SHALL BE 'HILTI" COIL NAILS, TYPE CRF 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
SHEATHING
2-3/8' X .113 (34 DEG.)
PRUDENTIAL
BUILDING MAT.
SP812MS
SEE DIAPHRAM SCHEDULE
PLYWOOD FLOOR
2-3/8" X .113 (34 DEG.)
PRUDENTIAL
SP,8RMS
SEE DIAPHRAM SCHEDULE
SHEATHING
BUILDING MAT.
PLYWOOD ROOF
8D COMMON COATED
PRUDENTIAL
SEE DIAPHRAM SCHEDULE
SHEATHING
BUILDING MAT.
I" X T FURRING
.099 X 1-1/2" SM
INTERNATIONAL
422428
16" O.C.
STRIPS
STAPLE
WINDOW BUCKS
.120 X 1-1/7
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 I"
CENCO
HJI5ATA
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
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
BOUNDERIES
REMARKS
IOD,
IOD,
IOD,
IOD,
IOD,
IOD,
IOD,
BLOCKING
ROOF
RATED SHEATHING
APA R
19/32"
24' O.C. MAX.
6" O
6" O.C.
6' O.C.
6" O.C.
6' O.C.
4" O.C.
4" O.C.
AS SHOWN
EXPOSURE I, OR EQUAL
.C.
SPAN RATING 40/20
NOTE ALL ROOFING NAILS TO BE RING SHANK
I
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 MANUFA(TURERS TRUSS
ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED.
(2) 5/8" D. WEDGE
ANCHOR MOUNTING
PLATE TO BILK. 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 ,
36" X 36"X 1/4"
ALUM. AG
PLATFORM
ABOVE HOOD
OF CAR
1/4" FILET WELDS
ALL EDGES
TYPICAL
TYPICAL WALL
SEE WALL DETAILS
5/8" D. WEDGE
ANCHOR AT 6" O.C.,
PLATFORM TO BLK. WALL
1ETAL DRIP FLASHING
-I"X2" P.T. DRIP EDGE
"X6" PRIMED R.S.
FACIA
ZERO OVERHANG DETAIL
N.T.S.
R702.4.1 GENERAL. CERAMIC TILE SURFACES
SHALL BE INSTALLED IN ACCORDANCE WITH
ANSI A108.1, A108.4, A108.5, A108.6, A108.11,
AI18.1, AI18.3, A136.I AND A137.1.
R702.4.2 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
TYPICAL OR SHARP POINT SCREWS AT 8" O.C. IN
XTERIOR FIELD AND 4" O.C. AT EDGES, BACKING FOR
WALL WALL TILE IN TUB AND SHOWER AREAS AND
WALL PANELS IN SHOWER AREAS, ON MIN.
2" X 4" WOOD FRAMING.
FIN.FL. A.F.E. NAVD88
a
ALUMINUM AC MOUNTING PLATFORM
AT FINISHED FLOOR ELEVATION
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-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
ATTACHMENT TO ALUMINUM
DECK AS PER AC MANUF.
CONDENSER UNIT
ALUMINUM AC
PLATFORM, SEE -
DETAIL THIS PAGE
COMPRESSOR ATTACHMENT DETAIL
N.T.S.
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5
*BUILDER'S WARNING*
*
THIS IS A PLACEMENT PLAN FOR ENGINEERED
*
SEE FINAL ENGINEERING SHEETS FOR THE
COMPONENTS AS DEFINED BY WTCA 1-1995.
STRUCTURAL DATA, NUMBER OF GIRDER AND
DIAPHRAGMS HAVE NOT BEEN ANALYZED BY
TRUSS PLIES AND THE CONNECTION INFORMATION.
EAST COAST TRUSS.
*
OUR DESIGN DEPARTMENT MUST APPROVE
�c
FOR ERECTION AND INSTALLATION OF TRUSSES
ALTERATIONS AND/OR REPAIRS TO TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY
IN ADVANCE.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
*
BACK CHARGES WILL NOT BE ACCEPTED
�c
BRACING
UNLESS OUR DEPARTMENT APPROVES
1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS
*
THEM IN ADVANCEGN
ALL HANGERS ARE SIMPSON STRONG —TIE
ON THE BCSI—B1 SUMMARY SHEETS.
2.) PERMANENT BRACING FOR THE STRUCTURE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
IS THE RESPONSIBILITY OF OTHERS.
ACCORDING TO THE CURRENT SIMPSON
3.) INSTALL WEB BRACING AS STATED ON SEALED
STRONG —TIE CATALOG.
ENGINEERED TRUSS DRAWINGS.
WARNING
ALL BEARING POINTS MUST
BE INSTALLED PRIOR TO
INSTALLING ANY TRUSSES.
FAILURE TO DO SO MAY RESULT IN
DAMAGED TRUSSES AND WILL VOID
ANY WARRANTIES.
BRG POINT
"A"
TRUSS CONNECTOR SCHEDULE
Baxter residence
TRUSS CONNECTOR CONNECTOR CONNECTOR
TRUSS I.D. UPLIFT MFG QTY TO USE
A07G 1971 S 2 EACH END HETA20
CONNECTOR
UPLIFT
2035
FASTENERS
PER STRAP
10-10d x 1-1/2
Truss to
Concrete
< 1725
S
1
HETA20
1805
10-10d x 1-1/2
Truss to
Wood
< 625
U —
1
RT7A
650
10-8d x 1-1/2
Connector Mfg U=USP, S=Simpson
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 PECOI2D
APPROVAL DATE:
J
W
W
2
U.'ICD
M
811
PLUMB CUT
CANTILEVER
TYR END DETAIL
TRUSS PLACEMENT PLAN
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-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
0
Q
75
HANGER SCHEDULE
ALL 2x HANGERS
HUS26 EXCEPT
ARE SIMPSON
AS NOTED
HUS26
OTY
= 0
HIPCATS
12
CITY = 0
ENGINEERED
'RUSS SYSTEMS
5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946
OFFICE:(772)466-2480 FAX:(772)466-5336
CUSTOMER: Mel—Ry Construction
JOB NAME: Baxter Residence
ADDRESS: 10701 S. Ocean Drive, #612
CITY/COUNTY: Jensen Beach/St. Lucie
JOB#: 26768
MODEL: - ELE _
W/OPT
W/OPT
GARAGE-
- SQ FT
DATE: 05/02/2014
In accordance with the Florida Administrative Code
61 G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer".
Trusses are des'gned in accordance with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured anywhere on
this sheet, the customer or his representative 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 projt=ct indicated on this drawing.
The customer acknowledges that he/she accepts financial
responsible for any repair engineering and labor required
due to errors other than those of EAST COAST TRUSS
signed date
CODE: FBC 201O/TP12007 ASCE 7-10
DESIGN CRITERIA — C & C
OCCUPANCY CATEGORY: II
EXPOSURE CATEGORY = D
MWF SPEED: 170 M.P.H.
BUILDING TYPE: ENCLOSED
MEAN HEIGHT: 15 FEET
TRUSS SPACING 24" O.C. EXCEPT AS NOTED
Designed w/Lumber Values effective 6-1-13
GRAVITY LOADS
ROOF
TC LIVE: 30psf
TC DEAD: 15psf
BC LIVE: 10psf*
BC DEAD: 10psf
DUR FACTOR: 1.33
LOADS PER FBC & FRC
* NON —CONCURRENT BC LL 10psf
CONCURRENT 13C STORAGE LL 20psf
DEFINITIONS
MWF = MAIN WIND FORCE
C&C = COMPONENTS & CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD BC = BOTTOM CHORD
LL = LIVE LOAD DL = DEAD LOAD
DL = DEAD LOAD # = POUNDS
psf = POUNDS PER SQUARE FOOT
CAUTION: SPANS GREATER THAN 30'-C
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1 /2
TO 2/3 IN LENGTH AS THE SPAN OF THE
TRUSS BEING SET.
REFER TO BCSI-131 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
(1/4" if plotted 18x24) DESIGNED BY: NW
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