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R803.2.3.1 SHEATHING FASTENINGS.
ROOF EDGE
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 I 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 DIAMETF12.
3.16 TO 20 RINGS PER INCH.
4. 0.280 INCH FULL ROUND HEAD DIAMETER.
5.2 INCH NAIL LENGTH.
ROOF SHEATHING NAILING ZONE'
END
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.
Z THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS,
SPECIFICATIONS, ETC.
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE
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. 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/T 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.
OR 8D RING SHANK NAILS OR EQUAL 4" O.C. EDGES AND 6' O.C. IN FIELD
12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM
TO MASONRY WITH 1/2' DIAMETER T EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTLOU 36' OC THEREAFTER.
13.AU- 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 ILL - 55 P.S.F.
171-PLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
18.FLOOR '1 - NA
19.SLIDING GLASS DOORS TO BE TEMPERED GLAZING
20.AU- PRE -CAST LINTELS TO HAVE MIN.6' BEARING
21.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
1000 PSI OR NO2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
NOTES,
I. HOUSE IS IN A NEGLIGIBLE WEATHER AREA
2. HOUSE IS IN A VERY HEAVY TERMITE AREA
3. N/A
4. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200
5. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25
6. SMOKE DEVELOPED INDEX SHALL BE LESS THE: 450 FOR
WALL FINISHES, CEILING FINISH AND INSULATION
7. GYPSUM BOARD SHALL CONFORM TO FBC 2702.3 STANDARDS
8. TILE IN SHOWERS MUST BE BACKED BY 'DURA ROCK' CONCRETE BOARD OR EQUAL
PRODUCT APPROVAL SUBMITTAL_ AFFIDAVIT
OPENING
SCHEDULE, SWING DOORS.
OVERIEAD DOORS, SLIDING DOO?S, WINDOWS
E SKYLIGHTS
OPENING
TYPE
NOA/FL
NUMBER
PRODUCT
MODEL#
MANUF ACTURER
GLASS
ATTCHMENT METHOD
TEST EXPIRATION
MAXIMIMU DEISIGN PRESSURE
OF APPROVED TESTS
1
FLu16177.1
SINGLE HUNG
8100-SH IMPACT
CUSTOM WINDOWS
5/16'
+/- 80.0 PSF
114" DIA. TAPCONC W/MIN. 1-3/8" PENETRATION TO BE
SPACED PER PRODUCT APPROVAL. CONTRACTOR SHALL
2
FLn14848.2
SLIDING GLASS
DOOR
tt8940 SGD
IMPACT
CUSTOM WINDOWS
I" NOM
TYPE G5A
80.0 PSF
ADHERE TO MIN, 2-1/2 EDGE DISTANCES SPECIFIED IN
3
FLtt13010.4
FIXED GLASS
8300-PW IMPACT
CUSTOM WINDOWS
7/16'
PRODUCT APPROVAL
+/- 80.0 PSF
4
MIAMI-DAD
15-0217.12
WINDOWS
GLASS BLOCK
HURRICANE
RESISTANT
PITTSBU('G CORNING 08/16/2018
ALL
U
SHGGC%WUANCE
W ,4, GY '.- lmDwwOWS
5
FL5891-R4
FRONT DOOR
FIBER CLASSIC
THERMA-TRU
2'X8' P.T. DOOR BUCK ATTACHED W/1/4' X 4' TAPCONSAT 6' EA.END.
ATI8' O.0 (SNGI-LEAF) E e12' O.C. (DBL.LEAF) DOOR JAMB ATTACHED
W/tt10 X 3" WOOD SCREWS e6' EA.END E 18' O.C.(SNGL.LEAF)
' q Ruv
'`'� f10NSAlaE
+28.9/-32.6
E 12' O.C.(DBL.LEAF)
PRODUCT
NOA/FL
NUMBER
MODEL#
MANUFACTURER
G ^TCHMENT METHOD
TEST EXPIRATION
MAXIMIMU DEISIGN PRESSURE
OF APPROVED TESTS
MULLIONS
-5V
ROOF
FLttlll75.1
CRIMP METAL
24 GA
SOUTHEASTERN
METALS
SOT 7,-ERSTERN METALS 57 CRIMP ROOFING INSTALLED PER PRODUCT APPROVAL OVER POLYGLASS
PEA-- E STICK UNDERLAI"MENT OVER 19/32" CDX SHEETHING NAILED TO TRUSSES PER NAILING
-70.0
-93.5
PSF FIELD E PERIMETER
PSF CORNERS
PA7 TERN DETAIL ON ROOF PLAN
SIDING
STUCCO ON BLOCK
5/8' THICK TEXTURED S--UCCO ON TYPICAL CONCRETE BLOCK CONSTRUCTION
SOFFIT
STUCCO ON LATH
1/2" - ICK STUCCO ON ?/8" HI -RIBBED LATH ATTACHED TO HORIZONTAL E VERTICAL WOOD FRAMING
W/h,A!LS OR STAPLES TO PROVIDE NO LESS THAN 1-3/4" PENNETRATION
INTO HORIZONTAL WOOD FRAMING AND 34" PENETRATION INTO VERTICAL FRAMING
I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR
USE IN THE STRUCTURE TOP12OVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCE`%
SPECIFIED BY CURRENT CODE PROVISIONS.
NAME
HARVEY E.
KOEHNE P.E. 32831
SIGNATURE -
DESIGN FIRM
CERTNO. DATE,__
AS PER F.B.C.2514.3.5
METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH TI-E
EQUIVALENT OF 6D GALVANIZED CR 3-LE COMMON NAILS DRIVEN TO A PENETRATION
OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN T-REE
STRANDS OF LATH METAL AND WIRE LATH SHALL BE A7ACHED TO CEILING .,OISTS OR
OTHER HORIZONTAL WOOD SLPPC27S WITH THE EQUIVAL✓IENT OF NO. II -GAUGE,
BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 VIM) LONG HAVING A
HEAD NOT LESS THAN 3/8 INCH (9.5 WON DIAMETER.
SOFFIT VENTS TO BE 6'X24' AT 8' O.C. MAX.
EXTERIOR CEILING/SOF=F=1 T DETAIL_
N.T.S.
THESE FLANS AND A'LL PROPOSED WOAI;'
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER Milt
lOMPLrwn ALLAPPLICA9LE CODES.
..
S I'. I.t' c rOLTTv RtTTLnTNG nTWSION
REVTFN`FDFOR C LAN'
REVILIFL y
DATE �
PLANS A 'D PE TIT M[JST E KEPT ONJOB
Op \U L\'SPEETIAN WLLL pL MBE,
ALL MANUFACTURES LASLSS SHOW,,,
U FACTORS AND SHOC COMPUANCI
WITH FSC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOK
UNTIL INSPECTIONS ARE APPROVED
COMCE X) FASTENERS OR ATTACHMENTz
ARE THE RESPONSIBILITY OF THE
COMB OR OF RECORD
ST. LUC I E COUNTY
PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION
2308 VIRGINIA AVENUE
FORT PIERCE, FL. 34952
772-462-155
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
THIS CERTIFICATION MUST BE COMPLETED BY TILE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE
SUBMITLAD IN DUPLICATE WITH ALL APPLICATIONS 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 CERTIFCATION SHALL NOT APPLY TO INTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR
STRUCTURAL WALLS. COLUMNS OR OTHER COMPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR
FURTHER ASSISTANCE PLEASE CONTAC?THE BUILDING INSPECTION OFFICE
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 2014, 5TH EDITION AND ASCE 7-10
2. BUILDING DESIGN IS, ENCLOSED, YES PARTIALLY ENCLOSED, OPEN BUILDING,
3 MEAN ROOF HEIGHT- LESS THAN 25' ROOF BITCH, 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES, LESS THAN 4.5' WIND SPEED, 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-I. ASIDE 7 II 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 -93.1 PSF
8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5PLANS 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? YES--X NQ_, IF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? '(ES X NO (IF NO, ATTACH EXPLANATION)
13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NQ_(IF NO, ATTACH EXPLANATION)
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, HIARVEY E. KOEHNE
DESIGN FIRM,
SLCCDV FORM= 020-00
REVISED 5/18/09 (CL)
CEII P.E.32831
DATE
SEAL
RE�.�
APR $
PERMITTING
St. Lucie County, F°-
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MEL-RY CONSTRUCTION INC. ALL DRAWINGS ANC WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MEL-RY CONSTRUCTION, INC. V 7
SEE ALL PAGES FOR STRUCTURAL DETAILS 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 THEP"EOF , WITHOUT CONSENT, BECOMES INDEBTED TO MF_L-RY CONSTRUCTION, INC. FOR FULL COMMISION.
04GIVIROM
FLORIDA DESIGN CRITERIA
V(ULT) 170 MPH
V(ASD) 132 MPH
EXPOSURE
IMPORTANCE FACTOR
CATEGORY
INTERNAL PRESSURE COEFFICIENT
ROOF ZONE UP LIFT PRESSURES
ZONE I -41.9 PSF
ZONE 2 -59.1
ZONE 3 -93.5
FOR ROOF PITCHS 2/12 THRU 6/12
(3 SEC. GUSTS)
(3 SEC. GUSTS)
D
III
+/- 0.18
COMPONENTS E CLADDING PRESSURES -EXPOSURE "D"
INTERIOR ZONE
END ZONE
TAG
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EXPOSURE "D" MULTIPLIER
MEAN ROOF HEIGHT FACTOR
LESS THAN 25' 1.61
BADE
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ME,L-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-12Y CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-R) CONSTRUCTION, INC. FOR FULL COMMISION.
1/4 it = 1'-0
"
SHCA I HIND MA I tKIALS:
R702.3.1 MATERIALS.
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM
TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002,
C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND
SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THI':
SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD
SHALL CONFORM TO ASTM C 557.
R702.4 CERAMIC TILE,
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 AI37.1.
R702.4.2 FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS AND
FIBER -REINFORCED GYPSUM BACKERS.
FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED
GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178 OR C 1278,
RESPECTIVELY, AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS? RECOMMENDATIONS SHALL BE USED AS
BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS.
DBL2"X6 TOP
1/2' DIA. WEDGE
ANCHOR AT 2X O.C.
JOIST
'SIMPSON' MTSI2
-AT EACH FLJST.
WAI4) IOD
2'X6' WOOD FRAME
BEARING WALL
X 6' P.T.
)TTOM PLATE
4' CONIC.
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5/8' DRYWALL CEILING
(ASTM 0I396)
W/I-3/8' DRYWALL -
SCREWS AT 17
O.C. EA TRLISS
3/4' TEG PLYWOOD
NAILED PERPEMICU-42
TO FLOOR JOISTS
W/8D NAILS AT
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2ND FLOOR
ENGINEERED
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5/8' DRYWALL' /
CEILING (17) RISERS AT 7-9/16'
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MANUFACTURED BY CAST-C'RETE
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GRAVITY
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LENGTH
TYPE
LOAD
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LOAD
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3079
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6-6"
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3480
< 800
1880
< 400
8F16-IB/IT
L4
7'-6'
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< 800
1634
< 400
8FI6-IB/IT
I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING
CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS
2. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS
3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON CENTER
4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED.
LENGTH - OPEN SPAN PLUS 8 INCHES
CEILI'JG:
DENS -GLASS 'FIREGARD'
I HU R RATED
WITH STUCCCO FINISH
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ALL EXTERIOR WINDOWS � DOO�2S
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LAPPED SIDING WHERE SHOWN IN ELEVATIONS
NOTE; ALL MATERIALS USED BELOW BASE FLOOD ELEVATION MIDST BE FLOOD
RESISTANT. THIS INCLUDES ALL WALL COVERINGS IN GA12AGE, AND
ELSEWHERE IF APPLICABLE..
MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL ,vZ WORD OF MEL-RY CONSTRUCTION, INC.
AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED I'� ANY MANNER, WITHOUT WRITTEN CONSENT
OF MEL-RY CONSI;?UCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-WY CONSTRUCTION, INC. FOR FULL COMMISION.
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VOLT
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WATT
SIZE
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240
60
12,000
6
3A
WTR• ATR,
240
30
17,000
10
5,6
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240
50
12,000
6
7,8
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240
30
1,000
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9
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120
15
1,500
14
10
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15
1,000
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II
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120
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1,000
14
12
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12
13
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12
14
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1,000
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16
SPARE
120
20
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12
FIRST 10,000 - 10,000
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TOTAL WATTS 26,600
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NOT TO SCALE
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*200 AMP SERVICE
*SMOKE DETECTORS AS REQUIRED
*CARBON MONOXIDE DETECTORS AS REQUIRED
*FIELD VERIFY RECEPTACLE LOCATIONS
*ALL BRANCH CIRCUITS THAT SUPPLY 120V.
(A) SINGLE PHASE, 15 AND 20 AMP BRANCH
CIRCUITS SUPPLYING OUTLEST INSTALLED IN DWELLING UNIT
FAMILY ROOMS, DINING ROOMS, PARLORS, LIBRARIES
DENS, BEDROOM, SUNROOMS, REC. ROOMS, CLOSETS, HALLW 4YS,
OR SIMILAR ROOMS AND AREAS SHALL BE PROTECTED
BY A LISTED ARC FAULT CIRCUIT INTERUPTOR.
COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION
OF THE BRANCH CIRCUIT (NEC 210.12(B)
SHALL BE PROTECTED BY AN 'ARC —FAULT CIRCUIT
INTERRUPTER(S)'.
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REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED
IN 2008 NEC 210.52, ALL 125V,15 � 20 AMP RECEPTACLES
*RECESSED LIGHTING FIXTURES
MUST COMPLY WITH
FLORIDA ENERGY CODE 606.I.ABC. 1.2.4.
PRODUCT APPROVAL (TOTALLY ENCLOSED)
METE? BY F.PL.
FIELD LOCATE
NOTE:
USE "VULKEM" SEALER AROUND
ALL EXTERIOR WINDOWS E DOO�IDS
2ND FLOOR ELECTRICAL PLAN
PER 2010 N.E.C.
METER
F.P.L.
ST 1=L000 ELECTQICAL
PER 2010 N.E.C.
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AND THE SAME 01:' ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
OF MEL-12Y CONS'PUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL—RY CONSTRUCTION, INC. FOR FULL COMMISION.
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I'-O" IST FLOOR NVAC PLAN 114" =
PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOM
MEL-R)' 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 AN1 MANNER WITHOUT WRITTEN CONSENT
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TRUSS TO WOOD BEAM
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PAGE 5
SEE EXTERIOR CEILING
E SOFFIT DETAIL ON PAGE I (2)-2•XI2' WOOD BEAM
/ 1/2• PLYWOOD FLITCF PLATE
(SEE HEADER SCHEDULE)
'SIMPSON' ECC46
AT EACH WOOD POST
TO WOOD BEAM WAR)
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CONT.BEAM BLK
WAD#5 CONT.
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ALL ALL EXT OPENINGS MAC
7/8' P.C.
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EXT. WALLS W/tt 5
VERT. AT 6' O.C. E
EA. SIDE OF EA:
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WALL E AT ALL INSIDE
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12
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IX4 AT TOP OF
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5/8' DRYWALL (17) RISERS AT 7-9/16'
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i USE CONC. LINTEL
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6'
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EXT. WALLS W/tt 5
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EA. SIDE OF EA. —
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1/7 DRYWALL UNDE3RSIDE ALL
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SCREWS AT 12- O.C., EA. STUD
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12
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IX4 AT TOP OF
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P.T. FURRING AT
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'SIMPSON' MTSI6 AT EACH \\
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PAGE 5
(2)-2'XI7 WOOD BEAM
W/ 1/7 PLYWOOD FUTCHPLA
(SEE HEADER SCI-EDULE)
6'
7X6' TOP
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E (Z 5/8' DIA BOLTS IN BEAM
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MEL-RY CONSTRUCTION INC. ALL DRAWINGS ANC WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINA_ AND WORK OF VIEL-RY CONSTRUCTION, INC.
AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTRIBUTED, OR USED IN ANY MANNER WITHOUT WRITTEN CONSENT
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USE 2-1/2" X#10 PAN HEAD
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PRE -CAST IN WINDOW MAN-F. PRODUCT APPROVAL
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--WALL WAU5 VERT
AS IN FLOOR PLAN
TYPICAL PRECAST CONC. SILL DETAIL
NOTE GUNNABIF SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR PROPER JOINT EXPANSION MD CONTRACTION
3/8COW BEAD OF CAULK
SACK BEDDING) BB 41ND BUCK
TO PREVENT LIQUID PASSAGE
SET FLANGE IN CONT.
BED OF CAULK ACROS.4
ENTIRE FACE OF BUCK
ATTACH P.T. BUCKS
W/.099 x 1-1/7 NAILS
AT 17 O.C.
- �I/4• MAX SHIM
P.T. IX WOOD BUCK TO
-E cnffz seYofc INTHRIOF
FACE OF WINDOW OR SGD
!7 DRYWALL
TTACH AS PS R MMLF.
ZODUCT APPROVALS
ALLMWINDOW
S.GD. -woo
TYPICAL WINDOW is S.G.D. JAMB DETAIL. AT C.B,S, WALL
NOTE GU•NAsLe SEALANTS S+tALL COMPLY WITH ASTM C 920 O_AV 25 GRADE NB
OR GREATER FOR PROPs'u JOINT S)*PA✓`SIDN AND CONTRACTION
SQUARE
HANDRAIL DETAIL
RAILING FORCE PER CODE - 200tt TOTAL OR 5C P-F
I X2' P.T.
AIL
P.T.
12703.8 FLASHING.
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED
SHINGLE -FASHION INi 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.
2' X 4'OR 6' P.T.
WOOD STUD
FILL CELL
SOLID W/ CONC.
[CONCRETE BLOC:
4
a .
A
4.4..
:.
" '
ttlO X
AT 24'
4' TAPCONS
O.C. VERT.
ANCHOR BOLTS TYPICAL FOOTING
AT 3T O.C.
WOOD FRAME ATTACHMENT TO CONCRETE
4" CONC.
SLAB
PNEUMATIC FASTNER SCHEDULE
1.) PNEUMATIC FASTNERS SHALL BE 'HILTI' COIL NAILS, TYPE CRP 1120. 1-1/2' LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED.
2.) FASTNE12S OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED.
LOCATION
NAIL SIZE
MANLF.
MODEL tt
SPACING/
REMARKS
PLYWOOD WALL
2-3/8' X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SP8RMS
SEE DIAPHRAM SCHEDULE
PLYWOOD FLOOR
2-3/8' X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SPERMS
SEE DIAPHRAM SCI-EDULE
PLYWOOD ROOF
8D COMMON COATED
PRUDENTIAL
SHEATHING
BUILDING MAT.
SEE DIAPHRAM SCHEDULE
1' X 2' FURRING
.099 X I-1/2' SM
INTERNATIONAL
422426
16' O.C.
STRIPS
STAPLE
WINDOW BUCKS
.120 X I-I/2'
HILTI
12' O.C.
GARAGE DOOR
1/2' X 5-1/7
RAMSET/REDHEAD
24' O.C. VERTICALLY
BUCKS
DOOR BUCKS
X 2NS
INTERNATIONAL
8' O.C.
TA
TAPCO
STAPLE
SLIDING GLASS
.120 X 1-1/2'
HILTI
12' O.C.
DOOR BUCKS
ROOF BASE
SHEET
.120 X I'
GALVANIZED
CENCO
HIJ15ATA
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
3
EDGE
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
BOUNDERIES
REMARKS
ROOF
APA RATED SHEATHING
19/32'
24" O.C. MAX.
IOD,
IOD,
IOD,
IOD,
IOD,
IOD,
IOD,
BLOCKING
EXPOSURE 1, 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 CONTRACTORS 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.
LANCING
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THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR CLEAN, TREATED/
WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL COMPACTED FILL u5 ALIGNED
BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS (I) EA. SIDE OF STAIRS
I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW (4) RISERS AT 7" AND (1) AT MIDPOINT
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH
OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT (3) TREADS AT 10" CONCRETE
EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH STAIRS
ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: FMA/WD.MA 250. (1) LANDING
1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. I BULLNOSE JSE 3000 PSI
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, DECK:: OR STAIRS ATTACH TO A WALL
OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTION-D.
7. AT BUILT-IN GUTTERS.
50 p'-- �' 701 IN:* = I' FA + 3" FB
701 IN=/ 4'- 175 tt
AI PULL OUT FORCE = 175"
701 IN= o B= PULL OUT FORCE - 525= MAX
a12 WOOD SCREWS W/1-1/8" EMBEDIMENT
HAVE WITHDRAWAL RESISTANCE OF 705tt > 525n
HANDRAIL LOAD CALCULATIONS
I_4 �4 _,oe W-'
50 PLF - 4.17 /LI.
ASSUME 4" TRIBUTARY AREA => TOTAL LOAD = 4.17=/IN. X 4' = 16.7#
MOMENT AT BASE = 16.7a X 42' - '/Ol# IN.
SECTION MODULUS FOR WOOD - 1/6 BH (RECTANGLE) OR 1/6 B (SQUARE)
- I/6 (23/16) - 0.5 IN.
BENDING STRESS - M/S - 701/0.5 - 1,402 PSI < 1750 PSI (=1BER STRESS FOR SYP.)
EMBED U5 DOWEL T
INTO FOOTING W/•FNILTI'
WY200 EPDXY OR EQUAL
.`% TYPICAL WALL
SECTION FOR FOOTI
DETAILS '' •°.•,•.
MISSED DOWEL DETAIL
(9) IOD X
STRAP TO TI
SIMPSON MTS 16 ATTA04M
TO BLOCK WA3)- 3AC X 1-3/4'
TAPOONS
CONCBLK
2 WALL
MISSING TRUSS STRAP DETAIL
CONCRETE
ENTRY E REAR STAIR RISER
NITCZ
IT MAX
PLYWOOD
MP METAL
PANEL
:LT
'IMP METAL
PANEL
I. AT THE SAVE, RAKE,AND RIDGE, FASTlW5ZS SHALL BE
LOCATED NOT MORE THAN 3' AWAY 1920M THE PANEL END.
2. THE LEADING SIDE EDGE OF THE PANG_ 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 CORROSIRN RESISTANT FASTENERS
W/ SELF SEALING WASI MS AT IT 0C. AND AT IT O.C. IN THE CENTER
OF THE PANEL AT THE rIELD PERPBIDICILAR TO THE ROOF SLOPE ON TI-E
HIGH POINTS OF THE PANEL RIBS.4. ?HE PANEL'S WIDTH FASTENERS SHALL
BE SPACED AT 12' O.C. TO THE CEN" ER RIB, THEN IT TO THE NEXT, PERPENDICULAR
TO THE SLOPE, THROUG' 1 THE OVE2L.>PPING PANG TI-E FLAT
AREA OF THE PANEL A;: SHOWN IN TaE DETAILS HEREIN.
5. TI-E PANELS FASTENINK-' PATTERN AT THE INTERIOR OF
THE PANEL, SHALL BE IN ROWS SPAGE-D IT O.C, RUNNING
PARALLEL TO THE SLOF"'r OF THE 1200F.
FINISHED CONT. 2' X 4' OR
CEILING 2" X 6' TOP PLATE
2'X4'0122'X6'
r /WOPLAN)
OD STUDS 16'
�� ��/ O.C. (SEE
ATTACH P.T 2' X 4'
OR TX 6' .BOTTOM
ATE TO SLAB W/5/8"
WEDGE ANCHORS AT 24'
O.C.
ll!qm4 16' X 16" CONC.
. : a ..:;:.. OOTING WAD
. ' tt5'S CONT.
INTERIOR BEARING WALL DETAIL
PRE -CAST
CONC. SILL
= CONC.BLK.EXT.
WALL W/1=5 VERT
- - AS IN FLOOR PLAN
CONC. WINDOW
SILL DETAIL
011 �CONT. 25 GAU6r'E METAL
$TLOS AT TRACKS TOP E BOTLOU
24.O.C.
25 GAUGE CHANNEL SHAPED
STIRS AT 24' O.C. W/ 1/2'
GYPSUM WALL BOARD APPLIED O
VERTICALLY r ATTACHED W/ (-
LONG BUGLE WAD SCREWS TO
EA SIDE AT IT O.C.
CONC.
OOR 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'
BOTLOU PLATE
TO FL. JOISTS WITH
tt10 X 4' WOOD SCREWS AT
4' FROM EA. END
24' O.C., (3) MIN.
r -FLOOR JOIST
KNEEWALL DETAIL
,AETAL DRIP FL-ASHING
TX2" P.T. DRIP EDGE
2"X6" PRIMED R.S.
FACIA
TYPICAL WALL CONTRACTOR TO USE
SEE WALL DETAILS 7/8' STUCCO OVER 3/8"
HI RIBBED PAPER BACKED
RIBBED
LATH OVER 'TYVEK"
W/I" PER F.B.C. 2514.3.5,
THE CONTRACTOR SHALL
SOFFIT <a FACIA DETAIL INSTALL 6' X 24" SOFFIT
N.T.S. VENTS o 8'-0" O.C.
MEL-RY CONSTRUCTION INC. ALL DRAVINGS AN[ 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 JSER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-RY CONSTRUCTION, INC. FOR FULL COMMISION.
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*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
TRUSS CONNECTOR SCHEDULE'
oritta & robert f toyd residence
BRG POINT
TRUSS '..UPLIFT
TRUSS
CONNECTOR
MFG
CONNECTOR
OTY
CONNECTOR
TO USE
CONNECTOR
UPLIFT
FASTENERS
PER STRAP
a
Truss to
Concrete
< 1725
S
1
HETA20
RT.,A
1805
10-
d x 1-1/2
Truss to
Wood
< 625
U
1
650
10-1
d x 1-1/2
Connector Mfg U=USP, S=Simpson
-BRACING:
1) FOR THE ERECTION BRACING FOLLOW
INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ENGINEERING TRUSS DRAWINGS.
1 st FLOOR
BEARING AT 121-1011
-SEE FINAL ENGINEERING SHEETS FOR THE
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
PLIES AND THE CONNECTION INFORMATION.
-OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ADVANCE.
TRUSS PLACEMENT PLAN
0
-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
DECK AT 13'-11 If
13" DEEP FLOOR TRUSS FL08
FLOOR GIRDER
FL09G
HANGERS
xTHA422 = (7)
TH AC422 = (2)
BUILDER TO PROVIDE
TRUSS TO WALL
CONNECTION FOR
GIRDERS FL01 G AND
FL04G
TOP OF FLOOR AT 14'-2
2x LEDGER by BLDR
TYPICAL LEDGER BEARING DETAIL
FOR 16" DEEP MAIN FLOOR
TRUSSES
TOP of L
13'-11"
TOP OF LEDGER
AT 13'-8"
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 or This Truss System.
APPQOVED BY: NAQVEY E. KOF_k�NEN
TITLE: ENGINEEP OF QECOQD P.E. 32831 ✓l
APPROVAL DATE:
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUI
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE:(772) 466-2480 FAX:(772)466-5336
CUSTOMER: Mel-Ry Const.
JOB NAME: Floyd res.
ADDRESS: 10701 S. Ocean Dr., Lot 740
W CITY/COUNTY:Jensen Bch / Martin Co.
Venture III
to
Q I JOB # J31066 Fir - J31067 Rf
2 JOB #
MODEL:Model
SQFT7
DATE 02 / 17 / 2016 (LATEST=Roof
LATEST LAY DATE
IN ACCORDANCE WITH THE FLORIDAADMINISTRATIVE EDDE
I1G155-31.003 (3) (0). EAST COAST TRUSS Is the
Truss Design Engineer'
meeee she nest "n.0 In sn an..Ith the
NOTE:
By approving this placement plan(s), signatured
J
anywhere on this sheet, the customer or his
representitive acknowledges that this placement
Z
plan complies with the structural intent of the
project.
LL
The customer also acknowledges that this
approval authorizes EAST COAST TRUSS to
manufacture these trusses and deliver them to the
Q
project indicated on this drawing.
W
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: Date:
r�r)^
V
CODE = FBC2010 / TP12007 ASCE 7-10
DESIGN CRITERIA= WMFRS
�/1
co
OCCUPANCY CATEGORY= R2
D
EXPOSURE =
V /
MWF SPEED = 170
W
BUILDING TYPE = ENCLOSED
J
MEAN HEIGHT: 25.00'
Z
GRAVITY LOADS
vJ
FLOOR: CUR FACTOR= 1.0
W
PSF=40 TCLL-20 TCDL
0 BCLL-05 BCDL
)
ROOF: DUR FACTOR= 1.25
ry
V )
PSF=20 TCLL-07 TCDL
0 BCLL-10 BCDL
n/
LOADS PER FBC & FRC
"NON -CONCURRENT BC
LL 10psf
W
W
CONCURRENT BC
O
D@:TQF��LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS
W
W
AND CLADDING
TOB = TOP OF BEARING
TIC = TOP CHORD
BqC = M CHORD
O
� �B��O//TTrrO(( OOR TRUSSES
Z
UNLESS SFIObRENGINEERED TRUSS
018,wiNGDEAD LOAD
O
C�S RLOpFR
RL fGIDERICOLUI�Ihf ADS MUST
0
8C"NJEOE50@ITSS UNLESS SHOWN
W, EN.GPt5ffRftSS DRAWING.
2X6 STRONG BACK BRACING, 10--0" O.C., IS
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
L.L
O
CAUTION: SPANS GREATER THAN 30'-0"
MUST BE SET WITH A SPREADER BAR. THE
U
SPREADER BAR SHOULD BE AT LEAST 1/2 TO
2/3 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
n
I
REFER TO BCI-B1 FOR COMPLETE
O
ERECTION AND SAFETY PROCEDURES.
1-
2-
3-
4-
5-
6-
ALL BEAMS BY BUILDER
E THE
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
REVISIONS
(1/4" if plotted 24x36) . Designed By: RBH
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