HomeMy WebLinkAboutConstruction Plan�4
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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 INC 1 ES ON CENTER AT INTERMEDIATE FRAMING.
ZONE I RING -SHANK NAILS SHALL HAVE THE FOLLOWING
y'^��h�� ..�� MINIMUM DIMENSIONS'
I. 0.113 INCH NOMINAL SHANK DIAMETER,
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.
POOF SHEATH I NG NAILING ZONES
PRE-EI\
PENETRATIONS THROUGH ANY SEPARATION
;HALL BE PROTECTED BY FILLING '��
OPENING AROUND THE PENETRATING ITEM
WITH APPROVED MATERIAL TO RESIST THE
FREE PASSAGE OF FLAME AND PRODUCTS
O�= COMBUSTION.
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 r JOT LESS THAN THREE_
STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTAC I E'D TO CEILING JOISTS OR
OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUiVALEN I OF NO. II -GAUGE,
BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) I lDNG 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.
EXTEQ I Off CEILING/SOFFIT DETAIL
N.T.S.
3/8" CONT. BEAD OF CAULK
(BACK BEDDING) BEHIND BUCK
TO PREVENT LIQUID PASSAGE
SET FLANGE IN CONT.
BED OF CAULK ACROSS`
ENTIRE FACE OF BUCK \\
CEMOOTIOUS
FINISH
PERIMETER CALLK-----
ATTACH P.T. BUCKS
V41.099 X 1-1/2" NAIL
AT 12" O.C.
MAX SHIM
P.T. IX WOOD BUCK TO
-EXTEN'7L BEYOND INTERIOR
FACE OF WINDOW OR S.G.D.
1/2" DRYWALL
TTACH AS PER MANUF.
RODUCT APPROVALS
', ALUM.WiNDOW
S.G.D. JAMB
3/8' CONT. BEAD OF CAULK
(BACK BEDDING) BEHIND SHIM
TO PREVENT LIQUID PASSAGE
1/4" (MAX) SHItvt,
SET FLANGE IN CONT,
BED OF CAULK ACROSS__
ENTIRE FACE OF SHIM
PERIMETER CAULK
CEMENTIOUS
.ALUM.W INDOW
SILL, CORROSIVE RESISTANT °TAPCON'
m- PRE -CAST ONC• SCREWS INSTALLED AS SPECIFIED
CONE. SILL IN WINDOW MANUF, PRODUCT APPROVAL
CONC.BLK.EXT.
WALL W/145 VERT
AS IN FLOOR PLAN
TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. ALL TYPICAL PRECAST CONC. SILL DETAIL
NOTE' GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR r-QOPER JOINT EXPANSION AND CONTRACTION NOTE' GUNNABLE SEALANTS :iHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
OR GREATER FOR PROPS JOINT EXPANSION AND CONTRACTION
APPROVED Ct PQOSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-l=ASHION 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 MASHING
SHALL COMPLY" WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION -RESISTANT F'LASHINGS SHALL BE INSTALLED AT ALL OF TIE 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
EXTER1012 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. WH_FRE EXTERIOR PORCI-ES, DECKS OR STAIRS ATTACH TO A WALL
R702.4.1 GENERAL. CERAMIC TILE SURFACES
SHALL BE INSTALLED IN ACCORDANCE WITH NOTES,
ANSI A108.1, A108.4, A108.5, A108.6, A108.11, 1, HOUSE IS IN A NEGLIGIBLE WEATHER AREA
A118.1, A118,3, A136.1 AND A137.1. 2. HOUSE IS IN A VERY HEAVY TERMITE AREA
R702.4.2 CEMENT, FIBER -CEMENT AND GLASS 3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200
MAT GYPSUM BACKERS. CEMENT, 4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25
FIBER -CEMENT OR GLASS MAT GYPSUM 5. SMOKE DEVELOPED INDEX S"I-TALL BE LESS THE 450 FOR
BACKERS IN COMPLIANCE WITH ASTM C WALL FINISHES, CEI'-ING FINISH. AND INSULATION
1288, C 1325 OR C 1178 AND INSTALLED WITH 6. GYPSUM BCARD SHALL CONFORM TC FBC R?02.3 STANDARDS
1-1/4, WAFER HEAD, RUST RESISTANT DRILL
OR SHARP POINT SCREWS AT 8" O.C. IN 7. TILE IN SRO`✓IERS MUST BE BACKED BY "DURA ROCK' CONCRETE BOARD OR EQUAL
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. REVISION DATED 7/16/2014
JURISDICTION
T. LUCIE C UNTY BUILD,\G DE AR7MEN7 PRODUCT APPROVAL CHECKLIST
PERMIT TYPE' S.F.R.
PERMIT NUMBER' OWNQ:: NA:yE, GINGRAS
DESIGN PROFESSIONAL NAME A/E
JOHN H. CRESWELL, P.E. JOB SITE LOCATION' LOT 833 VENTURE
RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BU'LDiNG COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT
APPROVAL HAS BEEN INCORPORATED INTO TI-E 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
LA`,✓dSON/IMPACT
MEANIE-DADE
12-0127.16
12/27/2016
WINDOWS -FIXED GLASS
SERIES PW 4200/6200
LAV,✓SON/IMPACT
MIAMI-DADE
12-0307.06
08/22/2017
-I--
f
1
i
EXIT DOORS
SMOOTH -STAR
THE::MA-TRU CORP,
FLORIDA BUILDING CODE
FL 15225.5-68
NA
SOFFITS
STUCCO, VENTED
ROOFING MATERIAL
5V-CRIMP (SLUE)
J.M. METALS
FLORIDA BUILDING CODE
FL 12966.6
NA
IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT 1 HAVEPERFORMED THE BUILDING
ENVELOPE
EVALUATION AS REQUIRED BY THE FLORIDA BUILDING CODE 2010 ASCE 7-10,
PE4 40940, COA= 27002
ARCHITECT/ENGINEERS'S SIGNATURE FL, CERT./REG. NUMBER
SEE ALL PAGES FOR STRUCTUPAL DETAILS
REVISION DATED 7/16/2014
JURISDICTION
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
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSI T E, FLANS,
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 PROGRE-15SES.
STUCTURAL NOTES]
1. DESIGN L OADS 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 2500 PSI
COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE
AND STEEL REQUIREMENTS,
5. MINIMUM CONCRETE PRO-ECTION 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 BEAI✓iS 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 7" EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTTOM 36" OC THEREAFTER.
13.ALL SOILS TO BE COMPACTED TO MIN. 951 DENSITY
IACORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS
15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS
INDICATED ON DRAWINGS
ITUPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
19.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING
20ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
SEE TYPICAL WALL
SECTION FOR FOOTING
DETAILS
PLANS AND ALL PROPOSED WORK
UWi) RY MEW Im0fcl mR$ THAT
tnd�1YItlAPPUCaLl CODES,.
einfl�
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR C(aMR E
REVIEWED BY
DATE
P LA Nt A NTb PERM
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
iMi ACT
1 -,P
EMBED #5 DOWEL 7"
III /lI`JTO FOOTING WIEPDXY
a
MISSED DOWEL DETAIL
(9) IOD X 1-I/2"
STRAP TO TRUSS
SIMPSON MTS 16 ATTACHED
01-TO BLOCK WA3)- 3/16" X 1-3/4"
TAF'CONS
• I
TYPICAL CONC.BLK
EXTERIOR VJALL
MISSING TQUSS STQAP DETAIL
ST, LUCIE COUNTY BUILDI DEPARTMENT
CODE COMPLIANCE VISION
!SIGN CEERTIFICATION FOR I D LOAD COMPLIANCE
THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGII. THIS CERTIFICATION MUST BE
SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE =4STRUCTION 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 OTHER MINOR BUILDING PERMITS FOR
FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (~?2)462-2172
OWNERS NAME' GNGRAS
P55i?M1T NUMBER
JOB SITE LOCATION' LOT 833 VENTURE
IOCCURANCY 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 T•HE BUILDING CODES CURRENTLY ,ADOPTED AND ENFORCED BY ST. LUCIE
COUNTY. I ALSO CERTIFY THAT STRUCTURAL EI ENE,NTS DEPICTED ON THESE PLANS P'ROVIDE'. ADEQUATE RESISTANCE TO THE WIND
LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS,
DESIGN PARAMETERS AND ASSUMPTIONS " ED (PLEASE CHECK OR COMPLETE TI-E APPROPRIATE BOX)
1. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10
2. BUILDING DESIGN IS, ENCLOSED, YES _ PARTIALLY ENCLOSED OPEN BUILDING,
3 MEAN ROOF HEIGHT, <LESS THAN 22' ROOF PITCH, 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES: < 4.5' WIND SPEED, 170 (3 GEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-I. ASCE 7 R FBC TABLE 1604.5
6, WIND EXPOSURE CLASSIFICATION, D ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT= 1.61
7. COMPONENTS & CLADDING WIND PRESSURE ON ROOF ZONE 1 -41.9 2 -59,1 3 93.5 PSF
8. COMPONENTS & CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF
9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF
10. LOADS, FLOOR DEAD 15 PSF FLOOR LIVE 40ROOF/DEA 3, 37 PSF ROOF/LIVU_ 20_ PSF
It. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES X N L_ IF NO, ATTACH EXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? YES X _10R( _�)F NO, ATTACH EXPLANATION)
13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NO (IF NO, ATTACH EXPLANATION)
14. MINIMUM SOIL BEARING PRESSURES_ _ PIRESUMPTIVE, Q _BY TEST' NEGLIGIBL-E PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT T14E INFORMATION INCLUDED WITH THIS CERTIFICATIOM IS TRUE AND
CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF,
NAME, JOHN H. CRESWELL, PE
DESIGN FIRM,
SLCCDV FORM# 020-00
REVISED 5/18/09 (CL)
CERTal PEu 40940, COAu 27002
DATE,
SEAL
z
z
Q
J
Q.
W
W
ELQQQA DESIGN C',�-'!T !E:'-F-21A
V(ULT) 170 MPH
V(ASD) 1'-')2 MPH
EXPOSURE
IMPORTANCE FACTOR
CATEGORY
INTERNAL PRESSURE COEF-FICIENT
ROOF ZONE UP LIFT PRESSURES
ZONE 1 -41.9 PSF
ZONE 2 -59.1
ZONE 3 -93.5
FOR ROOF PITCHS 2/12 7LJPLJ 6/12
(3 SEC. GUSII-S-')
(3 SEC. GUSTS)
iI
COMPONENTS E CLADDING P�ESSU7,,--S EXPOSU;2E "D"
TAG
POS.PQESSUQE
NEG.,-'QE SSLIQE
TA(7
t END ZONE
SQ-F 7
F -(A
46.0
44.-0
-47.9
i -61.6
-
--51.9
-47.9
10
no57.5
0
iOO
41.2
1 -45J
39.2
34.3
-4'-::)(,;
MEAN ROOF k- EIGHT FACTIC;Z
LESS THAN 25' 1.61
m
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Gdr
III
lll!!!!!ll 1 ; ligig
IN
I
SMART VENT
11377- 441- 8368
W"/,hAJ,.5MARTVEN-r,,COM
)l
r,QE7,1A-,r=
DOOR
L VWT
FRAAC
FIGURE 2
;SIDE VIEW
S7—'<AR DETAIL.
-=— oxTmm iNp
9" PAC, lo 11
'q-ow BACK
WORM 'AMIlmorom
a
ON
IN "M I
01�0
161/4"P/O
N\\
M.OAT SLOTS
FIGURE I
FRONT VIEW
FIGURE
SIDE vi -41
67RAP SLOTS LISS )%AJO
TOP AND TWO SOr'00A
A, A
4
FI-000'IENT INOSUI-ATED
MC-C-0-i 1540-520
1S40-520
INSTALLATION "INS-37-QUCTIONS-)
SMAQ-',- VENT F, ID E TA I L S
877- 441- 8368 MODE-L 1540-520
VvvvVV,SMAQTVENTCOM FLOODVENT INSULATED
N a T A L L A T10 N IN aT-a &T- I Q 11! 1 � j MV4-30-08
1. REMOVE VEIN4-1 DOCR FROM VENT FRANV- (TURN UPSIDE DOW ROTATE BOTTOM Cq= DOCQ OUTWARD AND SUDE OLM
2 PREPARE A CLEAN i6,25WIDE BY 8.25"GH ROUGH OPENING, (APPROX I ELOCK WIDE X I BLOCK HIGH) FOR ZEA04 VEN[T, ENSURE THE E30TTOM OF THE
ROUGH OPEN NIG IS 1\0 MORE THAN 12'ADOVM TI-E FINIISHED GRADE,
3. APPLY A BEAD OF SILICONE OR POLYLI&ITHANE CALILK AROUND TI-E BACK OF THE FLANGE ON THE VENT PPANE, (FIG, 2)
A, BEIND THE 4 STEEL STRAPS TO 71-E THICKNESS OF THE WALL NAEA&RIW-3 FROM T14E EW WITH THE TEETH SEE STRAP DETAIL
5, INSERT TI-E TOP STRAPS INTi 0 THE TOP TWO ST12AP SLOTS ABOUT TWO ClUICKS.
6 -ter' THE VENT FRAME IN THE OUT OPENING. TI-E SENT STRAP ENOS GO IN THEN UP BEHIND THE IN61DE OF THE WAU-
PLISH THE FlIZAke TIGHT AGAINST THE FACE OF THE WALL- ENSURE THE FWAAE IS FU-6H AND SCIUARE IN THE OPEMNG. (PIQ'S'
7. REACW THROUGH THE VEW OPENING; AND CLICK THE TWO STRAPS IN WHILF �,IOLDING THE FRONT OFTI-e VENT AGAINST TI,-E WALL FACE. TI-E SHARP POINT OF TI-ff
STRAPS SHOULD NOT EXTEND PAST THE FRONT OFTi,-E \014T FACE INSTALL THE TWO REMAINING $0TTOM STRAPS AND CLICK INTO PLACE
a PE -CHECK THAT FRAIVIE IS SOUARE AND SLOTS APE CLEAR OF DEBRIS, AND CAULK.
9. INSTALL THE DOOR INTO FRAAe BY GRASPING THE 130TTOM OF DOOR (WITH FLOAT PIWS DOWN) AND FRONT (WELD MARKS BACK). —S IDE DOOR INTO FRAME
DR UNTIL IT IS LATC;-M.
10. TO OPEN 11-E DOOR INSERT TWO CREDIT CA12DS INTO TI-E FLOAT SLOTS AS SHOWN IN THE DACQAM, T146 WILL LM-ATCI4 T[-e DOOR FOR REIVIOVAL AND CLEAMNG
Nib i'mi.
fAMT5 "T-115- PEOUIREktNTS FOR OPENINGS AS SET FORTH BY,
Fr=MA, NFIR fCC, E ASCE
SUPPORTIVE DOCUMENTS, Ts 1-93,44CF;Zl 60,3(C)(5), ASCE 24,98
100 EVALUATION 19 ESP-2074
2
L21
24-S-1 24SH /2-33SH
7 Oc A 2' OCFAGV� (Z 25SH EG2,
2
2ND Ft-OOQ PLAN 114" = 'l'-0-
CONCRETE IBLOC< EXTERIOR SIDE VVALLS
2" X 6" WOOD FRAME FRONT E REAR VIALLS
VVITq TYPICAL STUCCO FINISH
FL 17
— -- - - --------
LINTEL SCHEDULE
H I G H - S PE N G TIL 4
PQECAST AND PQESTPESSE.) LIN-7'--L,(-3'
MANUI'--:ACTUQED BY CAST-CQETE
SAFE APPLi IE-D SAFE APPLIED
GRAVITY GRAVITY UPLIFT UPLIFT BEAM
LENGTH TYPE I LOAD LOAD LOAD LOAD COMPOSITE
PRECAST 6113 1 < 800 4460 < 400 BF16-81T
L2
I 4'-0" PRECAST 611:3 3079 < 400 8F16-18/IT
PRECAST. ----5365 I < 800 2290 < 400 8F16-16/1'1
z
--�14
14'-B" PRECAST 1370 < 400 519 < 200
- -- ---
L5
4-
1, ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND EN'IIRE 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 C01"ViPRESSIVE STRENGTH AT 28 DAYS
3, A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON CENTER
1 4. 4 INCH MINIMUM BEARING-7 IS REQUIRED FOR ALL LINTELS WHEN FILL! 5-D.
LENGTH = OPEN SPAN cLUS 8 INCHES
SLEEPING ROOMS PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF 5 SQ FT. FOR GROUND FLOORS,
5.7 SQ. F-r. 1-013 UPPER FLOORS. OPENINGS
SHALL NO-1 BE LESS THAN 24'H OR 20'W
SILL NOT MORE THAN 44" ABOVE FLOOR,
REVISION DATED 7/16/2014
HYDRO VENTS
NOTE: ALL MATERIALS USE;D BELOW BASE FLOOD ELEVATION MUST BE FLOOD
RESISTANT, THIS INCLUDE§ ALL WALL COVERINGS IN GARAGE, AND
ELSEWHERE IF APPLICABLO.,
MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF I IEL-QY CONSTRUCT ION, INC,
AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISCLOSED, DESTIZIBUTED, OR USED IN ANY MANNEk' WITHOUT WRITTEN CONSENT
OF MEL-RY CONSTRUCTION, INC., THE USER THEREOF, WITHOUT CONSENT, BECOMES INDEBTED TO MEL-QY CONSTRUCTION, INC, FOR FULL COMMISION.
QAPF:)CQT
,A
ITT FLOOR -P-LAN 1/4" = I'--0"
CONCRETE BLOCK EXTERIOR VVALL13
WITH TYPICAL STUCCO FINISH
I ELECTRICAL LEGEND I
1/2 ON SWITCH 110 V. RECEPTACLE
$
SINGLE POLE SWITCH
110 V. RECEPTACLE
$ 3
DOUBLE POLE SWITCH
GE
220 V. SPECIAL PURPOSE OUTLET
1:3
220V.DISCONNECT
SD
SMOKE DETECTOR
FLOOR OUTLET
CARBON MONOXIDE DETECTOR
RECESSED - ADJ. EYEBALL
D0012 OPE]"452
FLUORESCENT LIGHT
IIOV FOR FIXTU12E(LITE,ETC.)
IIIIIIINZ3
ELECTRICAL PANEL
RECESSED LIGHT
ELECTRICAL METER
FLOOD LIGHT
TELEVISION JACK (CABLE)
PHONE JACK
EXHAUST FAN/LITE COMBINTION
EXHAUST FAN
0
DOORBELL
CEILING FAN
CHIMES
SPEAKERS
CEILING FAN W1 LIGHT
GFI
GROUND FAULT INTERRUPT
WP
WATERPROOF
LOAD CALC"*ULATIONS
12ESIDENTIAL 150 AMP ELECT. PANEL 240- IC 3VV
OVEN/RANGE
MASTER BEDRM.
BATI-IROOMS
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
TO STAIRWELL
LIGHf—
L OMA A
S OW 12
MASTER
Eul _j
FI
-W1,K N'
ILL AT
50 C
V.T.R.
GF
(S)De
DN 15
RISERS
7r:
P kTTIC
cc
MASTER
',,5UITE**2
STAIRWELL g ® `'
vwv 11
Mam— mmimmin's
HE*&•
ELECTRIC METER
BY F.P.L. I- @
(TRANSFORMER
BY F.P.L.
[67� gm I'Ll WA 0 P) yffi,
A CARBON MONOXIDE AUARIVI SHALL
BE INSTALLED IN ACCORDANCE
WITH F.A.C. RUILE2 9S-%`A.0472 WITHIN
TEN FEET OF EPICH ROOM USED F%'?,
SLE E-PING PURPOSES.
PROVIDED ELECTRIC SMOKE
DETECTORS WITH BATTERY
BACK - UP IN ALL SLEEPING II
STAJR!'ANDING
V,j 'R E '"' S 0" Th J", f TIDE A 0T.,.VA:r 10
W C T I V,,-"kT E A
MEL-1:2Y CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE THORIGINAL AND WORK OF MLL-PY 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.
200 AMP, [PP., 3W., 115/230V
FLUSH MOUNTED NEMA I
MAIN DISCONNECT 200 _ W/200 AMP MAIN BREAKER
AMP (30 CIRC)
PANEL 30AMP
IO.OSEER AC
(3) #2/0 TPHN-CU
IN 2' CONDUIT
METER BY F.P.L.
FIELD LOCATE
MOTION/
3WPFI
LIGHT SENS.
CARPORT
- --- ----- ------ ------- ------ ------ ---- -
MOTION/
LITE SENS,
VIP 4
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PER 2008 N.E.
FILE COP
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- ------ - -----
MEL-RY CONSTRUCTION INC. ALL DRAWINGS AND WRITTEN MATERIALS HEREIN CONSTITUTE TI-40PIGINAL AND WORK OF MEL-QY 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.
II
CARPORT
- - ------ ------ - - ------ -----
IST FLOOR HVAQ PLAN 1/4" = I'-Q"
BEAR ING
kIEADEQ
SC�IEDULE
SIZE
SPECIES
NAILING
OPENING JA(lLn6 TF-ULL ST11-0
ACK,
(2)2X6
SPF
STAGGERED
UP TO 3'-I1 (1)
12"OC 16D
(2)2X8
HEMP FIR
STAGGERED
4' TO 6' (1)
12'OC 16D
(2)2XI0
HEMP FIR
STAGGERED
6'-1TO 8'-6
(2)
12"OC 16D
I
—
(2)2XI2
HEMP FIR
STAGGERED
8--7 TO 16'
(2)
(2)
8"OC 16D
NON -BEAR ING DEADER S C D U L E
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL ST;-,D
(2)2X4
SPF
STAGGERED
UP TO 3'-11
(1)
12"OC 16D
(2)2X6
SPF
STAGGERED
4' TO 9'-8
(1)
12"OC 16D
FROM ;EDGE
I
412"
k�EADEP
SQUAQE ROUND
HANDRAIL
NOT
FILLED E
CELLW
STUCCO
i=ol'
!rX2' RT
_jr
2 STRIP
DRYV'q',\,LL
FIR
* am_ -taim
M•ol��
DOOR JAMB ATTACHED
W1#10 X 3- WOOD SCREWS
@6* EA.END & I8"O.C.(SNGL.LEAF)
I'X2'P.T.
FURRING\ FURRING
I
1/2'DRYWALLN,,,,,\,\ 1"X6"P.T,t4!NDOW BUCK
/,AT ATTACHED W/1-1/2" 'T"
/NAILS ® 18'0,C. VERT
now
-w -ww
RUN 101 AT" 9 wii N 5 1►A 1;09 10141 a IT
701 IN= = I" FA + 3" FE3
3 701 IN=/ 4"im 175
Al PULL OUT FOZ-c�P--- = 175'
761N= e, _J-j FORCE = 525= MA" t_, �- I- I
u12 WOOD SCREWS W/1-1/8"EMBEDIMENT
SISTANCE OF 705= > 525=
HAVE 'Ai-i HDRAWAL REE
HANDRAIL LOAD CALCULATIONS
50 PLF = 4.17 /L.I.
ASSUME 4" TRIBUTARY AREA -> TOTAL LOAD 4.17u/lr,,L X 4- -16,7=
MOMENT AT BASE = I6.7u X 42" - 7014 IN.
SECTION MODULUS FOR WOOD = 1/6 E314 (RECTANGLE) OR 1/6 B (SQUARE)
1/6 (23/16) = O.I_S IN,
BENDING STRESS = M/S = 701/0.5 - I,A02 PSI < 750 PSI S
DBL. TOP
PLYWOOD
VAPOR BARRIER
WINDOW
1/2"CDX PLY
2X4 FRAME WALL
1/2t'DQYVVAL
TYPICAL HEADER 2 X A
SEE HL'--- A D El' <- lk-IEADER41
JACK
WOOD FRAMEYVIND13'M ATTACHMENT
-
N U01 Fl pie =on
FL, JSTS.
USE 2 LAYERS OF 5/8"
TYPE "I FIRE RATED
DRYWALL OREQUAL, ALL-`
UNDERSIDE OF STAIRSAND LANDING
(3) 2" X 12" STRINGERS
(1) EACH S I DE � 0' ) A 7-
MIDPOIN7
STAIR NOTE:
15 RISERS AT 7. 2,51'
14 TREADS AT 10"
I" BULLNOSE
T A I R RISER
E---R
717
-CRIMP kl;: AI
5V-CRIMP METAL
2OOF PANEL
Oss FELT
36'X 36X 1/4"
ALUM, AC
PLATFORM
�"F =T WELDS
ZL EDGES
LINER-
ml
2" X 12'
STRINGER
PNEUMATIC FASTNEQ S,CHEDUL.E
1.) PNEWATIC FASTNERS SHALL BE 'HILTI' COIL NAILS, TYPE CRP 1120.1-112- LONG 19y .120 DIAMETER UNLESS OTHERWISE NOTED.
2.) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SIBS TITI UTED FOR THOSE SPECIFIED.
--- ----
MANUF, MODEL SPACING/
LOCATION NAIL SIZE REMARKS
PLYWOOD WALL 2:3/8" X .11:3 (34 DEG.) PRUDENTIAL
SHEATHING BUILDING MAT. spaRms SEE DIAPHIZAM SCHEDULE
PLYWOOD FLOOR
2-3/8'X.113(34DEG,)
PRUDENTIAL
SHEATHING
BUILDING MAT.
Sp8QmS
SEE DIAPHQAM SCHEDULE
PLYWOOD POOP
SID COMMON COATED
PRUDENTIAL
SHEATHING
BUILDING MAT,
SEE DIAPHRAM SCHEDULE
r X —2"FURRING
STRIPS
.099 X 1-1/2'SM
INTERNATIONAL
STAPLE
422428
16" O.C.
WINDOW BUCKS
—,L--
.120 X 1-1/2"
5TI
12" O.C.
GARAGE DOOR
1/2" x 5-1/2"
RAMSET"QEDHEAD
24' O.C. VERTICALLY
BUCKS
DOOR BUCKS
1/4" X 2-1/2"
INTERNATIONAL
A'
8" O.C.
TAPCONS
STAPLE
SLIDING GLASS
.120 X 1-1/2"
PILTI
12" O,C.
DOOR BUCKS
ROOF BASE
SHEET
.120 X I"
GALVANIZED
.... ... . .. .....
12" O.C. AT HEAD LAPS AND EVE EDGES
24' O.C� A"' EDGE OF VALLEY SHEETS
FA 2^2 ffA-
Isom=
"mom"
SPAN
NOTE., ALL ROOFING NAILS TO BE PING SHANK
NOTE TO GENERAL CONTRACTOR, ALL CONNECTIONS IN CONTACT WITH ACC 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 PPODUCED.
FINISHED -,,75R-- lCONT. 2" X 4- OR
--1" iWALL MOUNT[--'D HANDRAIL CEILING 2' X 6" TOP PLATE
-A"1 34" ABOVE LEAD EDGE OF TREAD
SEE OTHER DETAIL PAGE 7 2'X 4" OR 2'X "
B2L-LNOSE
(2) 5/8'D. WEDGE
ANCHOR MOUNTING
PLATE TO BLK, WALL
BOTH SIDES
/4' X 4" ALUM
MOUIN" ING PLATE
4/j/t/4"FILET WELDS—ALLEDGES
t
I; 4' X,
Si I a 7 H
SIDES OF P-A F,
ISTFLO011,"
5/8" D. WEDGE/
ANCHOR AT 6®" 0,0-
PLATFORM TO FOOTINP
Q0MPQES':)0Q AT7l:AQHMZ�-NTDf-TAIL
N.7S.
"VI STUDS AT 16"
O,C, (SEE PLAN)
ATTACH PX 2' X 4'
012 2" X 6" .BOTTOM
,IPLATE TO SLAB W/5/8'
WEDGE ANCHORS AT 24"
O.G.
16" X 16" CONC.
OOTING WAD
q.
**5'S CONT.
INTERIOR BEARING WALL DETAIL
U
VERTICALLY E ATTACHED VVI I'
LONG BUGLE HEAD SCREWS TO
EA, SIDE AT 12" O.C.
CONC.
/FLOOQ SLAB
!Y.PICAL
Lf�!T—ERIOp PARTIT j-QN
,2" X 4" TOP PLATE
2" X 4" WOOD STUDS
24" O.C, WITH 1/2-
DRYWALL BOTH SIDES
ATT ACH 2' X 4"
BOTTOM PLATE
TO FL. JOISTS WITH
I
Z#10 X 4" WOOD SCREWS AT
4"FROM{ EA, END
24" O.C., (3) MIN.
—�-------FLO0Q JOIST
L-�,IEEVVALI. DETAIL
viETAL DRIP FLASHING
-]"X2" P.T. DRIP EDGE
2"X6" PRIMED R.S.
FACIA
TYPICAL VI
CONTRACTOR TO USE
SEE WALL DETAILS \'�7/t " STUCCO OVER 3/8"
_41 RIBBED PAPER BACKED
METAL LATH OVER "TYVEK"
VI PER F3,C. 25143.5,
THE CONTRACTOR SHALL
rALL 6' X 24" FFIT
SOFFIT � FACIA DETAIL NIS
N.T.S,VE:NTSILE COP
5V-CRIMP METAL ROOF
OVER 30a FELT OVER
19/32" CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
SIMPSON' HETA20
AT EACH TRUSS
TO BEAM WA12)-\
IOD X 1-1/2
SEE SOFFIT
FASCIA DETAIL
CONCRETE BLOCK
EXT. WALLS WPI)
#5 VERT. AT 6'O-C-
& EA. SIDE OF EA.
OPENING IN BLOCK WALL
& ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
FILL CELL SOLID W/CONC
AT WEDGE ANCHOR,'
CONC. 'U'BLOCK
W/(I)=5 CONT.
CONIC. LINTEL
W/(I)u5 CONT.
7/8" P.C. STUCCO
TYPICAL EXTERIOR�
CONCRETE BLOCK
EXT. WALLS Wl<l)
u5 VERT. AT 4' O.C.
E EA. SIDE OF EA:
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
5V-CRIMP METAL ROOF
OVF-12 30# FELT OVER
19/32' CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
MTS 18 AT EA.
TRUSS TO TOP
PLATE
SEE SOFFIT E
FASCIA DETAIL
DBL. 2"X6'
TOP PLATE
1/2' CDX PLY
WIRE LATH 6
STUCCO
P-19 INSUL.
MST32 AT EA..
STUD TO GIRDER
ENGR'D. FLOOR
JOISTS AT 16' O.C.
ENGINEERED ROOF
TRUSS AT 24'O.C. I"X4"
CHO;
AND
NAI
12 COMM(
PITCH
DRYWALL
TEB
DRYWALL
2"X 6'WOG0 FRAME
EXTERIOR WALL AT
16' O.0
T&B 3/4"PLYWOOD DECKING
,,GLUED E SCREWED AT 6-
O.C. AT EDGES AND IN FIELD
ENGINEEREF FL. JOISTS
AT 16' O.C.
)/2' DRYWALL
WALL SECTION AT 2S2-f-L-)OR
WQ0Q FRAME EXTERIORWALL-DETAIL
ENGINEERED ROOF
-TRUSS AT 24'O.C.
12
PITCH
3
"/2' DRYWALL
CEILING
CONCRETE "U' BLOCK
VVI(l) u5 CONTINUOUS
USE CONCRETE LINTEL
ABOVE ALL WINDOWS
AND DOORS THRU BLOCK
WALL
1/2' DRYWALL OVER
Q-4.1 FOIL OVER I'X2'
P.T. FURRING
35 VERT TO T.O.B.
DBL. TX 8'RIM JOIST
WA2) 5/8' DIA. WEDGE
/ANCHORS AT 32"O.0
W/6" MIN. EMBEDIMENT
3/4'PLYWOOD DECKING
rGLUED & SCREWED AT 6*
O.C. AT EDGES AND IN FIELD
CONCRETE 'U' BLOCK
WAI) u5 CONTINUOUS
USE CONCRETE LINTEL
'ABOVE ALL WINDOWS
AND DOORS THRU BLOCK
WALL
II` 5 VERT TO T.O.B.
1/2' DRYWALL OVER
A. R-4.5 FOIL OVER
I" X 2" P.T. F 112
OVER CONC. BLOCK
A 4"CONC.
LAB
fl
ENGINEEREF FL. JOISTS
AT 16" O-C,
Jt,
OVERLAP ALL RF-BA12 ENDSiv
---------- -
48 BAR DIA. (MIN.), PROVIDE
CLEAN
CONTINOUS LOAD PATH FROM
FOOTING TO TOP OF BEAM FILL
d
#5 X 10' HOOK ----------
CONCRETE FOOTING
W(2)*t5'S CONT.
ol
TWO STONY WALL SECTION
N.T.S.
I"X4" AT BOTTOM
CHORD AT 8'O.C.
AND CONTINUOUS
NAILED'41(3) 81)
COMMON EA.TQJSS
5V-0-71MP METAL ROOF
OVER :Ott FELT OVER
19/32" CDX PLYWOO
SEE ROOF NAILING
ZONE ENGINEERED 1:20OF
AND ATTACHMENT DETAIL TRUSS AT 24"O.C.
'SIMPSON'HETA20 12
AT EACH TRUSS PITCH
TO SEAM W/(12)\ 3
IOD X 1-1/2
SEE SOFFIT Z
vim
FASCIA DETAIL..
1/2' DRYWALL
L
CEILING
CONCRETE 'U` BLOCK
P.C. STUCCO
WAI):35 CONTINUOUS
,7/8'
TYPICAL EXTERIOR
USE CONCRETE LINTEL
ABOVE ALL WINDOWS
wo
AND DOORS THRU BLOCK
WALL
CONCRETE BLOCK
EXT. WALLS W1<I)
u5 VERT. AT 4' O.C. \45 VERT TO T.O.B.
E EA, SIDE OF EA.
OPENING IN BLOCK WALL 1/2" DRYWALL OVER
� ALL CORNERS 12-4.5 FOIL OVER
AND CONT. FROM <II I"X 2" P.T. F112
FOOTING TO BEAM OVER CONC. BLOCK
4' CONC.
LAB
OVERLAP ALL REBA12 ENDS q
C14
48 BAR DIA. (MIN.), PROVIDE
CLEAN
CONTINOUS LOAD PATH FROM FILL
FOOTING TO TOP OF BEAM
------ - ------
a5 X 10" HOOK
CONCRETE FOOTING
W(2)#5'S CONT. L
SINGLE STONY WALL SECTION
N.T.S.
MIN
I"X4" AT BOTTOM
CHORD AT 8'O.C.
AND CONTINUOUS
NAILED WA3) 8D
COMMON EA,TQUSS
THICKEND CONIC.
WI(2) u5'S CONT'
--
OVER 30a FELT OVER
TA20
Iss
2)
WALL SECTION AT CARPORT
nc
5V-CRIMP METAL ROOF
OVER 30tt FELT OVER
19/32" CDX PLYWOOD
SEE ROOF NAILING ZONE
-�,ND ATTACHMENT DETAIL
"SIMPSON'HETA20
AT EACH TRUSS
IOD X 1-1/2
TO BEAM WAI2N
SEE SOFFIT,�
FASCIA DETAIL
BEAM BLK E
LINTEL WAD
u5 EA. COURSE,CCINT.
CONCRETE BLOCK
EXT. WALLS WPI)
a5 VERT. AT 6' O.C.
E EA. SIDE OF EA.
OPENING IN BLOCK WALL
& ALL CORNERS
AND CONT. F1201VI
FOOTING TO BEAM
rILL CELL SOLID W/CONC.
AT WEDGE ANCHORS
CONC. 'U7 BLOCK
W/(I)u5 CONT.
STUCCO OVER 1/2'
CDX PLYWOOD�
RISERS
(3) 10" TREADS
#5 ALIGNED AT EA.SIDE
AND (1) AT MIDPOINT
#5 EA.
rr
—KNii
ri
CLEAN, TREATED
COMPACTED FILL
L 12EBA12 ENDS
(MIN.), PROVIDE
-OAD PATH FROM
TOP OF BEAM
2' THICK
FOOTING
6'S CONT.
' ENGINEERED ROOF
TRUSS AT 24" O.C.
12
PITCH
3
1/2" DRYWALL
CEILING
VERT TO T.O.B.
DBL. 2"X 621M JOIST
W/(2) 5/8' DIA. WEDGE
ANCHORS AT 32* O.0
W/6"MIN. EMBEDIMENT
4" THIKI
SLAB
LANDING
is
II
5 VERT TOT.O.B.
CONCRETE BLOCK
EXT. WALLS WPI)
*s5 VERT. AT 4' O.C.
I.
E EA. SIDE OF EA.
OPENING IN BLOCK WALL
1/2' DRYWALL OVER
E ALL CORNERS
FOIL OVER
AND CONT. FROM
I" X 2' P.T. F112
FOOTING TO BEAM
I
OVER CONC. BLOCK
4' CONC.
SLAB�S
GRADE.
-T
M
co Y 2-u5'S
=71. T7:i
CONT•
CONIC. FOOTING
W/(2)tt5'S CONTI,
—16'
DETAIL
l
AT u TILITY
I'X4" AT E30TTOM
CHORD AT 8"O.C.
AND CONTINUOUS
NAILED VVA3) BID
COMMON EA.TRUSS
MTS 18 AT EA.
FL.JST. TO TOP
PLATE
TEB
2'X 6" WOOD FRAME
'EXTERIOR WALL
W/STUDS AT 16' O.C.
1/2" DIA. A.B.
;AT 32* O.C. W/6"
MIN. EMBEDIMENT
�'X6' P.T. BOTTOM PLA
--SP6 TEB
-4" THK. SLAB
TYPICAL
TEMWAI
FOOTING
WALL SECTION AT ENTRY
j
ENGINEEREF- FL. JOISTS
AT 16" O.C.
LEAN, TREA I"
COMPACTED Fit -L
FILL
■
qt,
*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.
3 7/8"
-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-131 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
TYPICAL END DETAII
*BUILDER"!
-BRACING: WARNING*
1) FOR THE ERECTION BRACING FOLLOW
INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ENGINEERING TRUSS DRAWINGS.
12
-law
ZERO OJ I. DETAIL
Uj
>
C
0
Z
0
U_
0
w
121
CO
-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
ERG POINT
TRUSS I,D,
TRUSS
UPLIFT
CONNECTOR
MFG
CONNECTOR
QTY
CONNECTOR
TO USE
CONNECTOR
UPLIFT
FASTENERS
PER STRAP
TRUSS TO
C0NC',QE_--TE
< 1725
S
I
HETA20
1805
10-IOD X 1-1/2
TRUSS TO
WOOD
(625
U
I
12T7A
650
10-BD X 1-1/2
Vr-
lxl
3 7/8"
A"
9
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUC
EAST COAST TRUSS
5 , 235 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE: (772),466-2480 FAX: (772)466-5336
CUSTON1ER:MeI-Ry Construction
JOB NAME: Gingras Residence
ADDRESS:Lot 1333 Venture
CITY/COUNTY:pt.. St. Lucie/St.
Lucie
JOB # 2705:2
JOB #
MODEL:Custoni
SQ FT 6 (LATEST=/
DATE 015/19/14
IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
3-31.003 (3) (c), EAST COAST TRUSS is the
Design Engineer"
5 are designed in accordance with the
Building Code
NOTE:
By approving this placement plan(s),
signatu7ed anywhere on this sheet, the
customer or his representitive acknowledges
that this placement plan complies with the
struCtUl'al intent of the project.
The customer also acknowledges that this
approval authorizes EAST COAST TRUSS to
manufacture these trusses and deliver them
to the project indicated on this drawing.
The customer also acknowledges that
he/she accepts financial responsibility for
any repair, engineering, and labor required
due to errors other than those of EAST
COAST TRUSS.
Signed
Date
CODE = FBC 2010/TPI2007 ASCE
DESIGN E-FLITERIA = YY
OCCUPANC Y CAT
EXPOSURE
MWFSPEED
BUII-DING
MEAN HEI( _19N=CLOSED
28.00
GRAVITY LOADS
FLOOR: DUR FACTOR= 1. 0
P!31-=TCLL.-TCDL-BCLL-13CDL
40.0,10.010.0,5.0
RO,OF: DUR FACTOR=1.25
PSF=TCLL-TCDL-BCLL-BCDL
210.0,17. 0, 0 - 0, 1. 0. 0
LOADS PER FBC & FRC
*rAONCONCURRENT BC
LL. 10psf
CONCURRENT BC
SToRAGE LL 20 psf
UPLIFT MUST BY-PASS FLOOR TRUSSES
UNLIESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL, GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
2X6 STRONG BACK BRACING, 10--0" O.C.,
IS RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
CAUTION: SPANS GREATER THAN 30'-0"
MUS-- BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1/2 -T
2/3 IN LENGTH AS THE SPAN OF THE TRU
BEING SET.
REFER TO BCI-B1 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
REVISIONS
1-
2-
3- �ILE CO
4-
5-
6-
1/4" if plotted 24x36) Designed By: S3
2
0
0
2
U)
Z
<
2
W
ALL BEARING POINTS MUST BE
NSTALLED PRIOR TO INSTALLING
ANY TRUSSES! FAILURE TO DO SO MAY RESULT
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
3 7/8"
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
DIAP!HRAMS HAVE NOT BEEN ANALYZED BY
EAST COAST TRUSS.
-OR E=RECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
SFIEE=TS AND SEALED ENGWIEERED TRUSS DRAWINGS
1) FOR THE ERECTION BRACING FOLLOW
NSTRUCTIONS 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
:NGINEERING TRUSS DRAWINGS.
FIRST FLOOR ROOF & FLOOR TRUSS PLAN
am
1
47
ZERO O.H. DETAIL
co
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.
3 7/8"
/Ril f'`A1 rp!fin ne!
i i ivi �L LIVID DE T AiL
C
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
SECOND FLOOR ROOF TRUSS PLAT
12
3 7/8"
ZERO O.H. DETAIL
ell
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
0
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE: (772) 466-2480 FAX: (772)466-5336
J)STOMER:MeI-Ry Construction
OFF NAME: Gingras Residence
�DDRESS:Lot 833 Venture
,ITAY/COUNTY:pt. St. Lucie/St. Lucie
JOR # 27052
JOB #
MODEL:Custom
�' FT 6
TE 06/19/14
61G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed: Date:
ODE = FBC 2010/TP12007 ASCE 7-10
[.---SIGN CRITERIA = MWFRS
CCUPANCY CATEGORY= II
XPOSURE = D
WF SPEED =170
IJILDING TYPE =ENCLOSED
EAN HEIGHT: 28.00
FI,_OOR: DUR FACTOR= 1.0
PSF=TCLL-TCDI--BCLL-BCDL
40.0,10.010.015.0
ROOF: DUR FACTOR= 1 .25
PSF=TCLL- FCDL-BCLL-BCDL
20.0717.0)0.0710.0
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOR = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LI._ = LIVE LOAD
DI__ = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
## - POUNDS
Ue L_ll l VIF_,QI UI-1 iXQ%.? I LVL.II\ 11\V...7V L...7
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20' 0" OR MORE
77
U_
U)
I.
r,\u i iuiv. or miv.a i Crt i rif-wi Ju —u
LUST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
O
/3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
,FFER TO BCI-B1 FOR COMPLETE
RE(";TION AND SAFETY PROCEDURES. 0
ALL BEAMS BY BUILDER
CL
, ,
SUPPORT ANY PLANT SHELVES
TRUSS PLACEMENT PLAN
1/4" if plotted 24x36) . Designed By: 13J
1.4 1:50
5