HomeMy WebLinkAboutBuilding PlanEND
�q
ROOF EDGE
O
O
O
O
O
O
2
O
O
RIDGE
O
O O
\(Z O
O O
O O
ROOF EDGE
R803.2.3.1 SHEATHING FASTENINGS.
WOOD STRLJCTL 12AL PANEL S4-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 1. 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
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, A118.3, A136.1 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
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.
END
(2) 5/8" D. WEDGE
ANCHOR MOUNTING
PLATE TO BILK. WALL
BOTH SIDES
1/4" X 4" ALUM
MOUNTING PLATE
W/I/4" FILET WELDS
ALL EDGES
1/4" X 3" FLAT
STRAP, BOTH
SIDES OF PLATFORM
36" X 36"X 1/4"
ALUM. AC
PLATFORM
14" FILET WELD 5/8" D. WEDGE
ALL EDGES ANCHOR AT 6" O.C:
PLATFORM TO FOOTING
SEE TYPICAL
WALL SECTION "A
TYPICAL
EXTERIOR
WALL
FINaFL.
3/8' CONT. BEAD OF CAULK
(BACK BEDDING) BEHIND B
TO PREVENT LIQUID PASSAGE 3/8' CONT. BEAD OF CAULK
BACK BEDDING) BEHIND SHI
TO PREVENT LIQUID PASSAGE
SET FLANGE IN CONT. 1/4" (MAX) SHI
BED OF CAULK ACROS B.S. TYP.ALUM.WINDOW
ENTIRE FACE OF BUCK /4" MAX SHIM SET FLANGE A CONT,
BED OF CAULK ACRO WINDOW
ENTIRE FACE OF SHIM SILL CORROSIVE RESISTANT "TAPCON"
CEMENTIOUS P.T. IX WOOD BUCK TO PERIMETER CAULK --CONC. SCREWS INSTALLED AS SPECIFIED
FINISH THUD BEYOND INTERIOR _ PRE -CAST IN WINDOW MANLF. PRODUCT APPROVAL
FACE OF WINDOW OR S.G.D. _ _ CONIC. SILL
PERIMETER CAULK /2" D12YWALL - -
TTACH AS PER MAN.P. -_
PRODUCT APPROVALS - CONC.BLK.EXT.
ATTACH P.T. BUCKS CEMENTIOUS ALL W/Ia5 VERT
W/.099 X 1-1/2" NAIL TYP. ALUM.WINDOW FINISH _ AS IN FLOOR PLAN
AT 12' O.C. OR S.G.D. JAMB
TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL 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- GLMABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION
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:
I. 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
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
METAL ANCHOR FLANGE EXTERIOR
(4) BY AC MANUFACTURER WALL
WITH ANCHOR BOLTS
BY AC. MANUF. TO PLATFORM
A.F.E. NAVD88
YY CONDENSER UNIT
ALUMINUM
PLATFORM
5/8" D. WEDGE
_ ANCHOR AT 6" O.C.
PLATFORM TO FOOTING
ALUMINUM AC MOUNTING PLATFORM
AT FINISHED FLOOR ELEVATION
COMPRESSOR ATTACHMENT DETAIL
N.T.S.
ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST
PERMIT TYPE: S.F.R. PERMIT NUMBER _ OWNERS NAME RICPA12D LEDYARD
JOHN H. CRESWELL, PE JOB SITE LOCATION, 775 VENTURE
DESIGN PROFESSIONAL NAME A/E
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
PRODUCT PRESSURES
WINDOWS -SINGLE HUNG
SERIES SH-7700
LAWSON IMPACT GLASS
MIAMI-DADE
12-0127.16
12/27/2016
+/- 80
MULL BARS
ALUMINUM TUBE
LAWSON
MIAMI-DADE
12-0127.07
05/30/2017
+/- 150
EXIT DOOR, SOLID CORE
EXTERIOR HINGED DOOR
THERMA-TRU
FLORIDA BUILDING CODE
FL 5891.1
NA
+/-67.0
ROOFING MATERIAL
5V-CRIMP
J.M. METALS
FLORIDA BUILDING CODE
FL 12966.6
NA
-97.5
IN ACCORDANCE WITH THE FLO21DA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVELOPE
EVALUATION AS REQUIRED BY THE FLORIDA BUILDING CODE.
JOHN H. CRESWELL, PE PE= 40940, COA# 27002
ARCHITECT/ENGINE-ERS'S SIGNATURE FL. CER"','./REG. NUMBER
NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
GENERAL NOTES:
I. 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. AMENIFI WXOMENSGNS,(MOffJ9EBE)rMAAVISUSSf=BIL EDENCE
SPECIFICATIONS, ETC.
OVER SCALED DIMENSIONS.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
STUCTLRAL NOTES:
B.DES`61®Vfl?iOUGE&LA=X)RHM(3EIAVlTIWAV0ZWARRIM61M 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 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.
B. 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
GOOD EQUAL 4' O.C. EDGES AND 6" O.C. IN FIELD
II. ROOF SHEATHING TO BE NAILED WITH 10D GALV.
12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM
TO MASONRY WITH I/2" DIAMETER T EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER.
13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY
14.0012NER 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.
I7.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
I8.FLOOR LL - NA
19.ALL PRE -CAST LINTELS TO HAVE MIN.6' BEARING
20.AU_ STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
1000 PSI OR N0.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
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.
SEE TYPICAL WALL
SECTION FOR FOOTING
DETAILS
EMBED tt5 DOWEL 7" St.
/NTO FOOTING W/ NILTI
NY-200 EPDXY OR EQW
,
r
, "
MISSED DOWEL DETAIL
(9) IOD X 1-1/2"
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
County, FL
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 LNTER102 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, 7.7 VE,iN",J,
PERMIT NUMBER
OCCUPANCY 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)
"`wJi111s
1. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10
MAY BE
,a
2. BUILDING DESIGN IS ENCLOSED, YES PARTIALLY ENCLOSED: OPEN BUILDING
C0lvpLYWITHALL r)I.
3 MEAN ROOF HEIGHT: LESS THAN 25' ROOF PITCH, 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES, < 45 WIND SPEED, 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-I. ASCE 7 H 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
r2aLoll -61
8. COMPONENTS E CLADDING WIND P12ESSL2E ON WALL ZONE 4 SEE 5 PLANS PSF
ST LUC.IC COUNTY
°3 ILv " � rj'r'SICid
9. COMPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF
¢ 1
10. LOADS3 FLOOR 40 PSF ROOF/DEAD 25 PSF ROOF/LIVE 30 PSF
tyt k'yI 4 ,
II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YE^�NO (IF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? YES 2L_NQ_SIF NO, ATTACH EXPLANATION)
r>r Y1MI.r
os a : aT , , JOB: OR
13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES--K-NQ(IF NO, ATTACH EXPLANATION)" _ -- ;_` ' 'II L 02 MAOF n..,.
14. MINIMUM SOIL BEARING PRESSURE, 2500 PRESUMPTIVE) 2500 BY TEST, N/A _ PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND
CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
.. "_..NAME:e -: ' CERTtt� t
DESIGN FIRM,
SLCCDV FORM*: 020-00
REVISED 5/18/09 (CL)
DATE
SEE ALL PAGES FOR STRUCTURAL DETAILS
SEAL
MARTIN COUNTY FLORIDA DESIGN CRITERIA
V(ULT) 170 MPH
V(ASD) 132 MPH
EXPOSURE
IMPORTANCE FACTOR
CATEGORY
INTERNAL PRESSURE COEFFICIENT
ROOF ZONE UP LIFT PRESSURES:
ZONE 1 -35.1 PSF
ZONE 2 -49.5
ZONE 3 -78.0
FOR ROOF PITCHS 2/12 THRU 6/12
(3 SEC. GUSTS)
(3 SEC. GUSTS)
C
I
I I
COMPONENTS � CLADDING PRESSURES -EXPOSURE "C"
TAG
POS.PRESSURE
NEG.PRESSURE
TAG
END ZONE
SQ.FT.
42.3
-45.8
-56.6
10
40.4
44.0
G
-52.8
20
37.8
-41.4
-47.7
50
35.9
-39.6
1
-44.0
1 100
31.5
-35.0
J
-35.0
1 500
EXPOSURE "C" MULTIPLIER
ROOF HEIGHT
C
NOTE: ALL MATERIALS U§ED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUD�'S ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
WINDOWS COLONIAL
RIGHT REAR
I�3
NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND VV012K 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.
5V-CRIMP
METAL ROOF
FRONT
12
�3
El- VAT I OIoIS 1 /4" = I'-O"
DBL 2X4 TOP PL
'SIMPSON' SP4
7/8' STUCCO OVER
PAPER BACKED WIRE
LATH OVER'TYVEC'
OV62 V2' CDX PLYWOOD
P.T. BOTTOM PLATE
'SIMPSON' SP4 TO
EASTUD TO BOT. PLATE
(I) a5
FOUNDATION PLAN 1/4" = I'-O"
CONCRETE BLOCK STEI'\vlWALLS WITH TYPICAL STUCCO FINISH
BOTTOM CHORD
OF TRUSS
'SIMPSON' MTS 18
NOT5
FILL ALL HOLES IN
FIXTL12ES W/IODXI-1/2
-R-19 INS -ATION
'/7 DRYWALL
7 X 4• WOOD
FRAME AT 16' O.C.
I/T DIA
WEDGE ANCHOR
AT 37 O.C.
BLOCK STEMWALL
W/(IW 5 VERT. AT 4' O.C.
ETAIL
CONC. FINS.
ZeS CONT.
LINTEL SCHEDULE
HIGH -STRENGTH
PRECAST LINTELS
KEY
Ltt
MANUFACTURED BY CAST-CRETE
LENGTH
TYPE
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
BEAM
COMPOSITE
LI
1-2
L3
2'-10'
2'-10"
4'-0'
PRECAST
PRECAST
PRECAST
6113
6113
6113
< 800
< 800
< 800
4460
4460
3079
< 400
< 400
< 400
8F32-IB/IT
8FI6-IB/IT
8F32-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
FINISHED FLOOR A.F.P.
(Il #5 COM. ~
'a
+ CONCRETE BLOCK STEMWALL
LIDW/fIW 5 VERT. AT 4' O.C.
fY
F
^ 4 f 24X12 CONC. FT
NG-
W/(D u5'S CONE..
STEMWALL DETAIL
TO 10.8•
TO 10'8'
DC 0'\
Q Co
m
?-
(n W CQ
o J N
I
/--j N
LIL r
(N
0
W
0 r
W
CV
J > #
� z-q0
WmmO
U�LL�
=cuji�c0
W
U
z
Lu
n
0
DC
Q
rv>--
Oo
11
J
IL
1
U Lu
aQ
W
o �m
0 Z Z
W
UJI
(y >�
Z
w � W
z I-- --)
v (n
Ih �
C.
0
z
z
a
W
In
0
J
IL
w
NOT"EI ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
NOTE ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE TH0121GINAL AND WORK OF MEL-RY 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 USED IN ANY MANNER WITHOUT WRITTEN CONSENT
ELSEWHERE IF APPLICABLE.. OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
FLOOR PLAN 1/4" = LID"
CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FhNISH
3
I
AUTO VENT
KITCHEN SINK
I
2' VTR.
JIL LAV
2' SHWR.
--IJ WC
2� I /2% BATH
WASHER I �/ —3_
LNDRY. /.
2'
2'
--�2.
Lr' \13
7 VTR. I
2' VTR. JIL 13'
W3" MASTER I BATH
L1--
_ 2
LAV \ SHWR.
C - -2"
31
11
3'"
I
4'CO
41
TO APPROVED
SEPTIC SYSTEM
R302.5.2 DUCT PENETRATION.
DUCTS IN THE STORAGE/MECHANICAL ROOM AND
DUCTS PENETRATING THE WALLS OR CEILINGS
SEPARATING THE DWELLING FROM THE STORAGE
SHALL BE CONSTRUCTED OF A MINIMUM NO. 26
GAGE (0.48 MM) SHEET STEEL, I INCH MINIMUM
RIGID NONMETALLIC CLASS O OR CLASS I DUCT
BOARD, OR OTHER APPROVED MATERIAL AND
SHALL HAVE NO OPENINGS INTO THE STORAGE
AH
STORAGE
55 SO FT
r�
'— MASTER
BATH
° 109 SO FT
Ac
ANI
•
50 CF
V.T
r
,I IOXIO-6
215 CFM 12X8-8
MASTER
BDRM
168 SQ FT
8' CEILING
2
22X22
R/A
I-IVAC PLAN 1/4" = 1'-0"
PROVIDE BALANCED AIR RETURNS
IN ALL BEDROOMS AS PER CODE
NOTE
ALL BRANCH CIRCUITS THAT SUPPLY
125-VOLT, SINGLE-PHASE, 15 AND 20
AMPERE RECEPTACLE OUTLETS INSTALLED
IN DWELLING UNIT BEDROOMS SHALL BE
PROTECTED BY AN "ARC -FAULT CIRCUIT
INTERRUPTER(S)".
KITCHEN
175 SO FT
IOXIO-7
4 CFM
301 CFM
GREAT
ROOM
392 SO FT
8' CEILING
DEN/BEDROOM
I OXIO-7 I OXI O-7
165 CFM
12XS-8
ELECTRICAL NOTES: AS APPLIES
I. DISHWASHER OUTLET IS TO BE UNDER SINK FOR ACCESS,
2. WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET.
3. KITCHEN OUTLETS TO BE GFI.
4. FIELD VERIFY AC EQUIPMENT LOCATIONS.
5. ALL LIGHTING FIXTURES, RECEPTACLES, AND LIGHT SWITCHES
MUST COMPLY WITH ART. 410 OF N.E.C.
6. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR.
7. WIRE FOR GARAGE DOOR OPENER
8. ALL SWITCHES E OUTLET COVERS OF CHOICE
9. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE.
MUST BE HOME RUN.
10. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY
BATHROOM DOOR.
II. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS
12. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL CHIME KITS.
50 CFM
V.T.R.
BATH
33 SO FT
i
UP (5) 7"
RISERS
LEGEND
`ELECTRICAL
P
1/2 ON SWITCH 110 V. RECEPTACLE
&
IIO V. RECEPTACLE
GE
220 V. SPECIAL PURPOSE OUTLET
B
FLOOR OUTLET
4
PENDANT LIGHT
CHANDELIER
®
PIN LIGHT
1V
WALL MOUNT LIGHT FIXT-RE
PENDANT LIGHT
}
IIOV FCR FIXTURE OWNER CHOICE
RECESS® LIGHT
EXHAUST FAWLITE COMBINATION
EXHALIST FAN
�®
CEILING FAN
CEILING FAN W/ LIGHT
S
SINGLE POLE SWITCH
S.3
DOUBLE POLE SWITCH
�I
= V. DISCONNECT
SMOKE DETECTOR
®
IO YR. BATTERY INTERCONNECTED
CARBON MONOXIDE ALARM
nn!!®
FLOOD LIGHT
DOOR OPEN82
®FLLORESCENT
LIGHT
®
FLLI� LIGHT
p
ELECTRICAL PANEL
III
ELECTRICAL METH?
TELEVISION JACK (CABLE)
b
PHONE JACK
0 DOORBaJJGARAGE DOOR BUTTON
CHIMES
®
SPEAxazs
GFI
wo
GROUND FAULT INT52RLPT
wn+mmrv�c
ffm
NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS PEPEIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC.
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTOBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
ELSEWHERE IF APPLICABLE.. OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
RECOMMENDED USE 200 AMP SERVICE
ELECTRIC RISER DIAGRAM
AWG THHN COPPER 3 #1- TO
O
m4 COPPER TO 10'
DRIVEN GROUND
ROD E COPPER
WATER PIPE
E FOOTING
REBAR
NIZI
150 AMP DISCONNECT
(IF NEC.)
200 AMP
MAIN
MLO 30
CIRCUIT
PANEL
LOAD CALCULATIONS
1596 X 3 WATTS PER SQ.FT.
4788
APPLIANCE CIRCUITS
4500
RANGE
12000
WATER HEATER
4500
REFRIGERATOR
1200
DRYER
5000
WASHER
1500
DISHWASHER
1500
FANS 6 0 240
1440
EXHAUST FANS 2m 240
480
OH GARAGE DOOR OPENER
600
GARBAGE DISPOSAL
480
SUB TOTAL
33200
FIRST 10000 m 100%
10000
REMAINDER m 40%
9280
HEAT m 65%
4875
TOTAL
24155
24155 DIVIDED BY 240-100.65
USE 200 AMP SERVICE
ELECTRICAL PLAN 1/4" = 1'-0"
PER N.E.C.
e
T
IROWDED ELECTRIC; SMOKE
DETECTORS WITH BATTERY
BACK - UP IN ALL SLEEPING
AREAS AND STAIR LANDING
RED SO THAT THE ACTIVATION
IY DETECTOR WILL ACTIVATE ALL.
MONOXIDE ALARM SHALL
sD IN ACCORDANCE
3ULE 9B-3.0472 WITHIN
r EACH ROOM USED FOR
JRPOSES. .
r
Lu w ° O
I— > m o
Q af J Cn r U)
=Nll-�rnm
°
Qocco0 a
W (n (n
o[ O
i Q c0
m Q
z w
N W ()o
ui
J N
I
� N
DC �
r
O
d O
W N
WQD\Q
LZ'qO
j M -
Uj��
_ 7 ON
(nLLJ 0
= Lf)
o11
CID co
� O
"U
O
T
O
^'
m
Lu
U
W
L_NL
^Q
L_IL
Q
O� 3
0
L W
J }
J 9
ILa
1
U Lu 0
ly
W
w �
m
0 zz
Df >� S
�z o
z Lu a
0(1)Lo�� a
04
w
c�
lyQ
>F-z0
::i(nWF
SHEET
4
6
BEARING IHEADEQ SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X6
SPF
STAGGERED
12'OC 16D
UP TO 3'-II
(1)
(D
(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-BEAQ I NG HEADER SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X4
SPF
STAGGERED
12"OC 16D
UP TO 3'-II
(1)
(1)
(2)2X6
SPF
STAGGERED
12"OC 16D
4' TO 9'-8
(1)
(1)
J
HEADER -12=--J 2"t
T
I' MIN
FROM EDGE
4AX
12" MAX
WWWWW101
METAL
NEL
'IMP METAL
PANEL
i
1/2/ I'X2' P.T.
DRYWALL FIR STRIP
EXTERI
2'X8' P.T. DOOR BUCK
ATTACHED W/I/4" X 4'
TAPCONS•6' EA.END. E
a18' O.C(SNGLLEAF)
E alT O.C. (DBLLEAF)
BRICK
SWING
DOOR JAMB ATTACHED
\W uO X 3' WOOD SCREWS
06EA.END E 18" O.C.(SNGL.LEAF)
E IT O.C.(DBL.LEAF)
ATTACHMENT DETAIL
INDOW UNIT
ADD (1) U5
OVER 4' LNG.
,crm
FORMED E POCKED
—
CONC. SILL
n;,-
.•
CONCBLK.EXT.
'F` '
ALL W/1#5 VERT
- -
AS IN FLOOR PLAN
-
CONC.
WINDOW
SILL DETAIL
19/32" CDX/
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. tt9-15 X 1-1/2' SELF DRILLING CORROSIAN RESISTANT FASTENERS
W/ SELF SEALING WASHERS AT 12' O.C. AND AT IT O.C. IN THE CENTER _
OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON TI-IF
HIGH POINTS OF THE PANEL RIBS.4. THE PANEL'S WIDTH FASTENERS SHALLNDICULAR
BE SPACED AT 12" O.C. TO THE CENTER RIB, THEN IT TO THE NEXT, PERPEI`
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' O.C, RUNNING
PARALLEL TO THE SLOPE OF THE ROOF.
FL tt6931-RI
SEE ALL PAGES FOR STRUCTURAL DETAILS
I'X2' P.T. I'X2' P.T.
FURRING FURRING
1/2' DRYWALL I'X6" P.T. WINDOW BUCK
/-ATTACHED W/1-1/2' 'T
-___-- / NAILS a 18'0.C. VERT
- WINDOW FRAME
ATTACHED TO CONC,
BLOCK THRU WOOD
TYPICAL WINDOW BUCK W/I/4' X 2-1/4
STUCCO TAPCONS, FILL ALL HOLES
MIN. EMBED 1-1/4'
WINDOW ATTACHMENT DETAIL
RAILING FORCE PER CODE = 200)* TOTAL OR 50 PLF
50 PLF = 4.17 /LI.
ASSUME 4" TRIBUTARY AREA => TOTAL LOAD = 4.171*/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 (SQL)ARE)
= 1/6 (23/16)3 = 0.5 IN3
BENDING STRESS = M/S = 701/0.5 = 1,402 PSI < 1750 PSI (FIBER STRESS FOR SYP.)
701 IN** = I" FA + 3" FB
B �N 701 INu/ 4" = 175 u
A: PULL OUT FORCE - 175"
701 INu ® B: PULL OUT FORCE = 525u MAX
U12 WOOD SCREWS W/1-1/8" EMBEDIMENT HAVE WITHDRAWAL RESISTANCE OF 705u > 525u
HANDPAIL LOAD CALCULATIONS
HNEUMATIC FASTNER SCHEDULE
I.) PNEUMATIC FASTNERS SHALL SE "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.
MANUFMODEL tt SPACING/
.
LOCATION NAIL SIZE 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.
SP812MS
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
17 O.C.
GARAGE DOOR
1/2" X 5-1/2"
RAMSET/REDHEAD
24' O.C. VERTICALLY
BUCKS
DOOR BUCKS
1/4" X 2-1/7
INTERNATIONAL
8' O.C.
TAPCONS
STAPLE
SLIDING GLASS
.120 X 1-1/2'
HILTI
12" O.C.
DOOR BUCKS
ROOF BASE
SHEET
120 X I"
GALVANIZED
CENCO
HJ15ATA
12" O.C. AT HEAD LAPS AND EVE EDGES
24' O.C. AT EDGE OF VALLEY SHEETS
DIAPHRAM SCHEDULE
PANEL FRAMING DIAPHRAM ZONE I ZONE 2 ZONE
LOCATION PANEL GRADE THICKNESS SPACING BOUNDERIES EDGE INTER. EDGE INTER. EDGE INTER. REMARKS
ROOF ARA 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.
NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
NEE 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 I-ESS 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
PRE -EN
AS PER F.B.C.2514.3.5
METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE
EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION
OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN THREE
STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR
OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE,
BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) LONG HAVING A
HEAD NOT LESS THAN 3/8 INCH (9.5 MM)N DIAMETER. <
SOFFIT VENTS TO BE 6"X24" AT 8' O.C. MAX.
EXTEQIOQ CEILING/SOFFIT DETAIL
N.T.S.
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, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BkCOMES INDEBTED TO MEL-12Y CONSTRUCTION, INC. FOR FULL COMMISION.
i
0
U
U)
za
Q
J
0
J
LL
-D
Q
n
OR WOOD
STUDS AT
247 O.C.
(� II�CC T. 25 GAUGE METAL
Iwl III(IIII TRACKS TOPE BOTTOM
25 GAUGE CHANNEL SHAPED
STUDS AT 24" O.C. W/ 1/7
GYPSUM WALL BOARD APPLIE(
VERTICALLY E ATTACHED W/ I'
LONG BUGLE HEAD SCREWS T(
EA. SIDE AT 12' O.C.
CONC.
FLOOR SLAB
TYPICAL INTERIOR PARTITION
N.T.S.
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
#10 X 4' WOOD SCREWS AT
4' FROM EA. END E
24" O.C., (3) MIN.
4- I-OOR JOIST
KNEEWALL DETAIL
TYPICAL WALL
SEE WALL DETAILS
SOFFIT DETAIL
N.T.S.
5V-CRIMP METAL ROOF
OVER 30o FELT OVER
19/32' COX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
'SIMPSON HETA20
AT EACH TRUSS
TO BEAM WA12)��
IOD X�1-1/2
SEE SOFFIT
FASCIA DETAIL VV��
CONCRETE BLOCK
EXT. WALLS WM)
U5 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
FINISHED FLOOR A.F.P.
(1) a5 CONE-
F�q
m
tY
i�
V .. GARAGE FLOOR
_ GRADE ------ ------
T�
TYPICAL
AL DRIP FLASHING
X2" P.T. DRIP EDGE
'X6" PRIMED R.S.
ACIA
CONTRACTOR TO USE
7/8" STUCCO OVER 3/8"
A RIBBED PAPER BACKED
METAL LATH OVER "TYVEK"
W/I" PER F.B.C. 2514.3.5,
THE CONTRACTOR SHALL
INSTALL 6' X 24" SOFFIT
VENTS ® 8'-O" O.C.
L DRIP FLASHING
P.T. DRIP EDGE
PRIMED R.S.
IA
ZERO OVERHANG DETAIL
N.T.S.
12
PITCH
3 ENGINEERED ROOF
TRUSS AT 24' O.C.
30 INSULATION
04 AT BOTTOM
CHORD AT 8' O.C.
AND CONTINUOUS
ILED W/(3) 81
COMMON EA.TF
1/2' DRYWALL
CONCRETE 12 BLOCK
WAD "5 CONTINUOUS
USE CONCRETE LINTEL
ABOVE ALL WINDOWS
AND DOORS THRU BLOCK
WALL
1/2' DRYWALL OVER
12-4.5 FOIL OVER I'X2'
P.T. FURRING
N
BETE BLOCK STF-MWAU.
5 VERT. AT 4' O.C.
. 24XI2 CONC. FT.
WJ(Z
—21 TYPICAL WALL SECTION
N.T.S.
5V-CRIMP METAL ROOF
OVER 30U FELT OVB2
19/32' CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
'SIMPSON' HETA20
AT EACH TRUSS
TO BEAM W/(ID_
10D X 1-1/2
SEE SOFFIT E
FASCIA DETAIL
CONCRETE BLOCK
EXT. WALLS WPD
u5 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. (MIND, PROVIDE
CONTINOUS LOAD PATH FROM
FOOTING TO TOP OF BEAM
'SIMPSON'
EACH STUI
AND B(
TX4'(
WOOD STUD
16'
12
PITCH
3 ENGINEERED ROOF
TRUSS AT 24' O.C.
P.T.
30 INSULATION BOTTOM
1/2' DRYWALI
LJ
CONCRETE 'U' BLOCK
WAD u5 CONTINUOUS
USE CONCRETE LINTEL
ABOVE ALL WINDOWS
AND DOORS TH12U BLO(
WALL
1/2" DRYWALL OVER
R-4.5 FOIL OVER I'X2'
P.T. FURRING
16XIf
W/(2
CON-. FTNG.
tt5•S COW.
1
WALL SECTION AT STORAGES
Nla GARAGE FLOOR
-------------------------------------------
EXTERIOR STAIR DETAIL
A I :iT V.G.
WOOD FRAME ATTACHMENT TO CONCRETE
u5 STD.HVUK
BREAK AWAY
SIDES OF 1,31-K.
NSURE CONT. POUR
BOND BEA �r •�
x�lt��`t�>�� �
AM441
BOND BEAM WAD
r»5 CONT.(TYP)
•���.n loa.�asr�
HOOK, LAP BARS I
BAR DIA. (MIN)
Itt5 111 FILLED / �n5 IN
CELL AS INCICATE / FILLED CELL
o, J PLANS
CHAN(7ES IN BOND BEAM HEIGHT
uj
Q co 0
W�
} Q co
m
Q I
Lo
U) W c0
o J N
I
�C r
h
N
0
d 0
Lu N
ON
3z-t0
LLJ M
cy 0
LLI =(n�0
aL�d
#
,I � d
C�
,C,
O
r�
v,
co
®
I
C9
W
U
W
VJ
u
I__IL
0
^, Q
I__IL
o0
J
LL
Z
U Lu
IN Q
W
o � m
zz
W
cy >�
z I—
(7 c0 co
N
SHEET
6
6
0
z
z
Q
a
N
0
J
IL
J
Q
W
NOTE: ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLE..
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.
SEE ALL PAGES FOR STRUCTURAL DETAILS
*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.
It
-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-Bl SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
!I' A"
-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-Bl 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.
30' 5 1/2"
6' 10 1/2"
2
10 v
t
r9
CJ1A
in
[V
CJ2A
A18G
A3
N O
A17
A16
N O
A15
-
iv
ni
i-
FLAT CLG
N
N
N o
@ 17'-4"
A14
N
A13
ZE
RHANG THIS SIDE ONLY
N
Al2
FLAT CLG
I,) Cl)
@ 17'-4"
All b
w w
A10
-CJ2E
1' 7
1/8"
y✓7
A09G
v
o v
-CJ2E
A08
V 3
5/8"
.,y
✓�
A07
w w U
A06
IN
O
A05
bo
-
FLAT CLG
iv
o
@ 17'-4"
_Nis
S
FLAT CLG
N
OD
zN
o
@ 17'-4"
"
A0
'A'
'A'
S✓2
A01 G
-CJ5
V'
XCI
_
A
-CJ3
yvA
io
o
-CJ1
�m
-'
I
y
�1
r
w
r n 1 Cn
W W 00
m n
U
W
LEI III
7
I
6'
4"
11'
1 1/2"
19' 10 1/2"
11
37' 4"
I
TRUSS 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
TRUSS CONNECTOR SCHEDULE
residence
BRG POINT
TRUSS I,
TRUSS
.UPLIFT
0NNECTOR
MFG
CONNECTOR
GITY
CONNECTOR
TO USE
CONNECTOR
UPLIFT
FASTENERS
PER STRAP
'A'
A01G
2324
S
2
HETA20
2500
10-10d x 1-1/2
Truss to
Concrete
Truss to
Wood
< 1725
< 625
S
u
1
1
HETA20
RT7A
1805
650
10-10d x 1-1/2
10-Sd x 1-1/2
Connector Mfg U=usr, Zs=am)•=-•-
SIGNATURE ACKNOWLEDGES:
Having used the Trues Loads (Provided by the Trues 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. C:RESWELL, PE
TITLE: ENGINEER OF RECORD
APPROVAL DATE:
BEARING ELEVATION
10'-8" BRG HGT
9'-4" BRG HGT
==^
HANGERS
TYPICAL END DETAIL
HEEL
HEIGHT
411
10 1/211_13ii_�
CANTILEVER
ROOF PITCH
3�/_
ENGINEERED TIMBER
TRUSS SYSTEMS PRODU(
EAST COAST TRUSS
S285 ST. I UCIE BLVD. FT. PIERCE, FL 349646
OFFICE: (772) 466-2480 FAX: (772)466-5336
CUSTOMER: Mel-Ry Construction
JOB NAME: Ledyard Res
ADDRESS:775 Venture
CITY/CO U NTY: Ve ntu re/Marti n
Cty
JOB # 27909
SQ FT 1620
DATE (LATEST=03/04/15
12/04/14
IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
ICJSS-31.003 (3) ([), EAST COAST TRUSS is the
Truss Design Engineer"
re designed In ar+lydanre w Lh the
Iori5 daBuilding Code
NOTE:
By approving this placement plan(s),
signatured anywhere on this sheet, the
customer or his representitive acknowledges
that this plal.ement plan complies with the
structural intent of the project.
The Customer also acknowledges that this
approval authorizes EAST COAST TRUSS to
Q
manufacture these trusses and deliver them
to the project indicated on this drawing.
W
The customer also acknowledges that
a
he/she accepts financial responsibility for
any repair, hngineering, and labor required
due to error's other than those of EAST
Q
COAST TRU`3S.
Signed:
y /
��
LeDE —C C 2010/TII128&Oe
rvro�-rrazvu/ AGE
/
DESIGN IC4111ERIA =C&C Hybrid MWFRS
V
OCCUPANCY CATEGORY= II
EXPOSURE =:D
W
MWF SPEED = 170
J
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 22.00
z
QRAVITY LOADS
V /
FLOOR: DURFACTOR= 1.0
W
PSF=TCLL-7CDL-BCLL-BCDL
f /�
40.0,20.0,0.015.0
ROOF: CUR FACTOR= 1.25
PSF=TCLL-l`CDL-BCLL-BCDL
20.0,15.0,10.0,10.0
LOADS PER FBC & FRC
*NON -CONCURRENT BC
W
LL 10psf
LU
CONCURRENT BC
O
D !6L 20 psf
F—
MWF = MAIN WIND
LU
FORCE
C&C = COMPONENTS
AND CLADDING
TOB = TOP OF BEARING
O
= CHHO�RD
z
STOP
llT$$C
AgFFF = h SSES
TRUSS
SS S
&LAIwinG.LIIVEE��L
Q
IO(A��Dpp��
2l.LGIRDEIr/COLY7 kPL1,rA�&��,M..UST
0 ^
VSlfAS�FMW PftRSS SHOWN
S0NfttEFddffUSS DRAWING.
STROP [919CING, 10'-0" O.C.,
1
> 1
IS RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
Q- 1
1
1
OPANS
CAUTION: SGREATER THAN 30'-0"
MUST BE SI_T WITH A SPREADER BAR. THE
U1
SPREADER BAR SHOULD BE AT LEAST 1/2 TO
1
2/3 IN LENGTH AS THE SPAN OF THE TRUSS
1
BEING SET.
\
REFER TO BCI-B1 FOR COMPLETE
O
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
a z
NOTE: TRUSSES DO NOT
a LL
SUPPORT ANY PLANT SHELVES
Q
REVISIONS
1-03-04-15: JC: REVISED ENTRY,
REMOVED FLOOR SYSTEM
2-
3-
O
4-
5-
T
6-
0)
f6
(1/4" if plotted 2406) . Designed By:
11
W4m
z oeCO2"
ON WQ�o
I� U)
(V
0
d O
W
J >0%#
�z'10
cnLU m�U
UVU_
=(nCY0
ZO.Q't
Z in D u
0 �� d
n
0
0�
V
O
C�C
C�
r�
vJ
co
v2
l r
m
W
U
Z
W
Q
0
Q
DOE--
J
LL
W UJ Q
W
Q m
ZZ
W
UJ
��
Z
w rW
Z [__ ___]
2
U
eN
Q
J_
W