HomeMy WebLinkAboutBuilding PlansSCOPE OF WORK
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1SS3
Certification for Design Load Compliance
Project Name: BUSH ADDITION
Project Address: 11122 ORANGE AVE
Permit #: Occupancy Type: R Construction Type: V
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition1.
a Any accessory structure requiring a building permit tt°
.,
o Any non-residential structure. �..
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code 2010 Edition with 2010 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: I X it 111 IV Exposure Category: X 13 C D
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 15 ft Roof Pitch: 2 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
16.0 16.0 16.0 2T6 27.6 N/A
Zane 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
-25.3 -44.0 -65.1 -30.0 -37.0 N/A
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: _N/A PLF / CONCENTRATED
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes current) adopted and enforced b St. Lucie
a app cab p o e g y op ed y
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:/
ON PLAN 10/9/2015
Signature, Date, and Seal
Print Name Cert # & Co. Cert Auth.
Paul Welch Inc
1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
LINTEL SCHEDULE
- DEMOLISH EXISTING CARPORT AND FRAMED ADDITION.
- CONSTRUCT NEW CARPORT AND ADDITION IN ITS PLACE PER PLANS.
- INSTALL NEW ROOFING ON ENTIRE RESIDENCE PER PLAN.
WALL FINISIi / INSULATION NOTES
' '
Planning & Development Services Department
1) INTERIOR TO BE %" DRYWALL FINISH.
{
•
Building & Regulations Division
ALL MANUFACTURES
_
2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8"
llkiF Rim",
Product Review Affidavit
LACLES SHOWING
U FACTORS AND SHGC COMPLIANCE
THIS IS AN ALTERATION LEVEL 2 AND MUST' COMPLY WITH THE FBC 2014 FOR
LONG,19/64" HEAD; 0.098" DIAMETER, 1'/4" LONG, ANNULAR -RINGED; 5D
COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD
WITH FCC ENERGY CODE MUST
EXISTING BUILDINGS CHAPTER 7 AND 8.
NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS
Building Permit #
REMAIN ON ALL DOORS AND WINDOWS
Owners Name BUSH RESIDENCE Applia T L INSPECTIONS ARE APPROVED
NOTES:
ALL
AND 12" O.C. FOR SCREWS.
3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS
1) TILE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY
MAT GYPSUM. BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attach merit
Windows
SEE ELEVS
+/- 45
PGT
SH2O0
FL# 1435.1
NON_IMPACT
1i4" X 1 3/8" MIN, EMBED ULTRACONS AT 9" / 23" O.C.
Mullions
N/A
Fixed Glass
N/A
Block Glass
N/A
Skylights ^�
4
cp 5
4tR@�4 I� I�
�r.l f ��`��
�1 �•Q (r,
�f +F��t
#O K -1 z"
AJ— D14 je,,- 1
'.>
Sliding Glass Doors.
N/A ''.�
"'�.,�� `j
.�.
'"�^�„���,.„�<�"•�'
s���
� � �
Swing Type Doors
SEE EL.EVS
+/- 67
THERMA-TRU
SMOOTH STAR
FL# 15225.5
N/A
1/4" X 1 1/4" MIN. EMBEDPCONS AT 4" / 15.15" O.C.
French Doors
N/A
Garage Doors
_ N/A
Hurricane Protection
SEE EL_EVS
+/- 50
EASTERN METAL SUPPLY
0.05ALUMINIMUM
FL# 11964.1
N/A
1/4" X 2" EMBED ELCO PANELMATES OR TAPCONS AT 2" / 6" O.C.
Roof Ventilation
N/A
Roofing Material
FF
e"r !� �
pr }( r/ `�
! E. sy�
.�
�lN,ra�
p//j^
/g 1 6
P !M 71,
P
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.A' F
Revised 07/22/201.4
2)
STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
3)
ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
4)
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF
SCALED DIMENSIONS.
NOT GREATER THAN 450.
4)
ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE
5)
WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD
(FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014
CLASSIFICATION OF NOT GREATER. THAN 200.
MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA
6)
ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
70) 2011 EDITION.
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE
5)
RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO
6)
TERMITE INFESTATION AREA PER FRC 301.
ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0
THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL
2014 FOR EXISTING BUILDINGS.
COMPLY WITH SECTION FRC316.
.^
7)
PER FRC 702.2".1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
STRUCTURAL
NOTES
CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C I047, C
1)
DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
1177, C 1178; C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE
2)
SOIL BEARING CAPACITY: 2500 PSF (MIN.).
INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557
3)
ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND
8)
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
COMPRESSIVE STRENGTH AT 28 DAYS.
ASSEMBLIES,
ASSEMBLIES ROOF -CEILING ASSEMBLIES WALL ASSEMBLIES CRAWL
4)
SLAB /FOOTINGS TO BE CONCRETE WITH A I�IINIIIIUI'YI 2500 PSI COMPRESSIVE
AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &STEEL REQUIREMENTS.
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
5)
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
WHEN TESTED IN ACCORDANCE 'WITH ASTM E 84 OR UL 723.
FOOTLNGS• 3" BEAMS: 1 1/2" SUSPENDED SLABS: I Y,."
6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS
NOTED GRADE 60 STEEL MINIMUIII IN BEAMS AND COLUMNS. ENERGY CONSERVATION NOTES
7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE 1.) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014
E.RGY CONSER?ATION,.RESiDEN I IAL _- .
PRESSURE TREATED..
It nave reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the - - 2) CEILINGS -it _ '
8) SPLITING OR CRACK OF STRUCTURAL COMPONENTS DUE TO
wind loads and forces specified by current code provisions. "3 "-'I'"CIC ACCESS DOERS OR HATCHES FROM CONDITIOND SPACES TO
INSTALATION OF HARDWARE IS NOT PERMITED. � iJNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND
PAUL WELCH P.E.. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE INSULATED TO
Name: ^_ Signature: SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING
PAUL WELCH INC 29945 ON PLAN PRACTICIES. a SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS
Design Prof: Cert. No. Date: � 10) UNLESS OTHERWISE NOTED INTERIOR DRYWALL IS TO BE NAILED WITH 10d t,� �°, /�' REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT
•_ ,,. OR BETTER NAILS 6 O.C. EDGES, AND 6 O.C. FIELD, OR SCREWED WITH vf
. LOOSE FILL FROM SPILLING INTO THE LIVING SPACE.
" "" T ""� °' DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 4) THEBUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR
11) LINTELS SHALL HAVE A MINIMUM 4" BEARINGLEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGHEXCEPT RECESSED LINTELS Q
SHALL HAVE 8" BEARING R402.4.4.
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SUN- (o=R, WMAR SylenG"I
14
{{?} 1G X 7 PAN HEAD FcRfl`t
(12) - 4/♦" % 3/16 - 1/4- GRP
Ail AfAD"MINUO LARGE FtAtiGE RNF.1
J
-"
,l V
(1) ALL ROOrIK DF rAII S
SMALL COMRY W(Ri CHAPTtIl ar*, 2014 Lr)ITION a+
of 11PE rLoRibA tiuiioiNG
(2) 4' 10NIhluM DISTANCE FROM ANGLE: Lil"
10 POoF SURFACE is FOR 'r.HINC, X OR Crr III _. OP ROOF y
WITH OUT INsctr.ATION. FOR IIasUlhttON AND TirvE ADD THE:
TILE liclou
(3) ANCHOR TO Of, kWE OF NON ,COR'RGIVE MATT RIA1.
, s'OMPAfAMr.. 'tYfIH ALOYtNUM
LINTEL #
LENGTH / TYPE
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM.
L-I
10'-6" 120" U-LINTELS
1533
500
914
300
8F161B-1T
L-2
9'-4" 112" U-LINTELS
1843
500
1.133
300
8F161B-IT
L-3
T-6" 90" U-LINTELS
2661
500
1634
300
8F161B-IT
L-4
5'-8" 68" U-LINTELS
4567
500
1960
300
8RF14 IB-IT
L-5
4'-6" 54" U-LINTELS
6133
500
2724
300
8F161B-1T
L-6
4'-6" 54" U-LINTELS
5206
500
2525
300
8RF14 1B-IT
NOTE: WHEN LINTEL IS IN VARIOUS LOCAL DONS, WORN I CANE LUAllINU IN NItUWN
NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS.
14
R402.4.1 2 Testing.
The building ci,'-dwelling unit shall be tested and verified as having an,-* leakage rate Of not exceeding 5 all'
changes per hour In Climate Zones 1 and 2, and 3 air €;hanges per hoar in Climate ZoneS 3 through 8. Testing
sp; all be conducted with a blower door at a pressure of 0.2 inches W.g. (50 Pascals,), Where required by the code
official, testing shall be conducted by an approved third party. A written report of the results of the test shall be
Signed by the pally conducting the test and provided to the code official. Testing shall be performed at any tinge
after creation of all penetrations of the building thermal envelope.
During testing:
9 Exte(lor windows and doors, fireplace and stove doors shall be closed. but not sealed, beyond the intended
weatherstripping psi- other infiltration control measures:
t 2. Dampers including exhaust, intake, makeup alr, backdraft and flue dampers shall be closed; but not sealed
beyond Intender! Infiltration control measures;
3, Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed acid sealed;
5. Heating and cooling systems' it installed at the time of the test, shall be turned off; and
.' ppy and return registers if installed at the tinge of the test Shall i3e fully Operl.
12) EXTERIOR CEILING AND SOFFIT SHALL BE P.T.'h" CDX PLYWOOD SHEATHING 5) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH
910 To occx 0FC Tty " kFauirfE�tENrS `i , . ; WITH #12 X 3" S.S. SCREWS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ALL
' 402.4.1.2
Iry x �-ty�" rzFrx SCREWS » 6 WI D �� era srpr 11, TaTAL » N OWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR
o rfr f` FER SI i(?A.c OT rsr I SOFFITS AND EXTERIOR CEILING SHALL BE PAINTED. PROVIDE 4 X 22 )
" INFILTRATION RATE OF NO .MORE .THAN 0.3 CFM PER SQUARE FT, AND
_ SCREENED VENTS AT 48" O.C. FOR SOFFITS SWINGING DOORS NO M 5 Q r _ _. - -. -- __
N At I _ _
EU 1YYE DESIGN ,�. G -
cnpl.00 Pr 3 S
�aAtI:R IEsp PRESSURE 15 Ps .' %I f, r t ' 13) EXTERIOR FRAME WALLS TO BE %" T1-11 WITH IOD NAILS TO STUDS @ 6" O.C. ORE THAN 0._ CFM PER SQUARE FT AND MUST BE
TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3,
-WO POLYCARDONATr TIANt PERIMETER AND FIELD OVER (1) LAYERS OF (15# FELT OR TYVAK BUILDING
. AL ror YcArzgoN}1 Elva 41 7) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY
ITAI..RAM NOA 1£1�C1913.C7' PAk.:S41N
SHIEf f IELD NOA 10 0329.03, MAKROU)N GP 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3.
SAF31C NOA 083 0305,02i (.FXAN 9034
-- - EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE
j1 BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED.
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4"Alk MAY i3f- ?NEB S a ��� �l .s`� =p�I
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-(-rel )
1TD - TUT L 14
I ---- 3 0 6 8 GLAZED DR" W/ 14" SIDELFIFE
----- 3 0 6 8 GLAZED DR.
3 ----- (DBL) 36" W X 42" H S.H. WINDOW
4 ----- 36" W X 42" H S.H. WINDOW
TABULATION
CARPORT 440 S.F.
COV. PORCH 194 S.F.
NEW LIVING 340 S.F.
TOTAL 974 S.F.
PAUL WELCH INC.
611ECHANICAL * ELECTRICAL * C;IVII
1984 S.W. BILTMORE ST. SUI NA
PORT SAINT Lucm, FL 384
--- "V
PHONE PHONES
EMAIL 1
(ia 785 - 9888 PWE'LCHINC@AOL: I�
PAUL WELCH P.E. FL. REG. No. 29945
a
j(3) -16D NAILS (TYPICAL•)
fill
2 X 4 "X" BRACING AT RIDGE AND
6 FEET O.C. EACH SIDE OF RIDGE
2 X 4 SPRUCE ORBETTE1 I
LATERAL BRACE AT 6 FEET O.C.
FASTENED TO TOP OF BOTTOM
CHORD OF TRUSSES WITH (2) -16d
NAILS BACK AT GABLE END
TRUSS AND 4 TRUSSES BACK
CEASING PER PLAN
P.T. 2 X 8 CONTINUOUS WITH W •,•i
"F' BOLT OR W X 5'IV WEDGE `
ANCHOR AT 24" O.C. WITH 2" X 2"
X I/8" WASHERS
ROOFING, / UNMRLAYMHNT PEF
PLAN
1913V ROOF SHEATHINO
ALUM DRIP EDGE
2X P.T. WOOD FASCIA
SOFFIT -
2X4 LADDER FRAMING AT 12
INCHES O.C.
GABLE END TRUSS
rl-11 SIC>IM4-1 PEry
`S Ira FJ cl 0 0114- At I
16 D COMMON NAILS AT 12" O.C.
STRAP GABLE -END TRUSS WITIi
-SDaWN" HETA20 AT 48" O.C.
WITH (9) -10d X 1 W NAILS
EMBED STRAP IN BEAM 4"
/ NOTE: PROVIDE RAKE BEAM AT
REINFORCE EACH VERTICAL VAULTED GABLE
M]ISMmEIR OF GABLE END TRUSS
WITH 2 X 4 T BRACE WITH 16 D
NAILS AT 8 INCHES O.C.
PLAN VIEW T-BRACE
GABLE END DETAIL o�...
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I SAVE
i
SAVE
�r�rr��Ic Sic I "A -
ROM
SHEATHING SHEATHING NAMING ZONE nts..ZONE nts... "A" = 5 FEET
(TYNC4L GENANCROOF PLAN "PL4N VIEW')
ZONE ROOF SHEATHING ATTACHMENT REQUIREMENTS
T NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
0 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD
NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING
FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED
PER ZONE DESIGNATIONS AS SHONW ABOVE.
5V METAL, V2)-c>v;' ovtlt'300
rDOFIIJL1 FEI,'i OW I9 f q2 `",%C
-- PL`�(W D17b ICo�i � ��-IeArI I lbJsa
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+ #5 REB.�R W.' 00 DEGREE HOOK .
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Ci.G PER = i PL C T 1,101
VGU16D'�DFFI<F969 -t1-WA-j&4 ut?lV,�S wjal.t-5 cElurJt� e
8"X8"X16" C01-1TENUOUS CONC. PJ N I(o I{,J(Jt7Ll �i GONL, a 8��� S"tC 1�®' L � g{-OCZ-
BEAM BLOCi�v. 0 ) - =5 BA-R IN Gam 6Lz4,IL w/61)
(3000 PSI) CONC Fi I €D CELL 1w �GoNL• Fue-t�a1-L
--8" PRECAS LINTEL kV, (:lo=5 CHAR BuP�.(,ds�'i L-1►J'fEL ��['I�#t �j �' �J �7Q� �i �( Ihl ijfX701,51,
IN (3000 PSI) CONC. FILLED CFLL c.ONL• F'i" "> CE
AT ALL DOOR AND VVENDOW" �iAP� Ihl �?,ODOPyI) oOIJL• igF.E ��� Pt.AN Gr�e
OPENINGS (SEE LINTEL SCH FOR FiI. �liD CELL &AsJ/Air A I- Z L4�A'(ION S�
• >� vh)I rJbouv OP�I+JW h chEE-
MORE INFORMATION'1 ' u�l'%L S,'14eWL . FO1: NDZf-
INr-0emA.-fIaQ VoUfAR P--AZ(-Y--
8" X 8" X 16" CONC. BLOCK No FIN1-_44
COLUMN ';V/ (2) #5 BARS AVERT. �� , FOIV iJ�U1-tl I I01.j o
IN (3000 PSI) CONC. FILLED CELL I 2 rI r-e4 JL'I Af ib" De ,�
/ I -- — STUCCO FINISH 5/8" THICK Z�' �. O `- � �t �Fp .,FL-1L4,
#5 REBAR W! 30" MITI L.AP SPLICE FwpeIKJ(a 64 Goij fa&Lfo2
two cow, FaUld Db,%oll
pLA N 5 toe- 41 ZE•5
4 Mc- I r 14,Ao(IOut.
(2500 PSI) CONC. FOUND.=.TION �lit
! 1 �1 ' f��-�, SEE PLAN FOR SIZES AT: D 4
a
i!,` )i!
SPECIFICATIONS 1 V— �_{_ =�/ I
j
t !t ISHED GRADE
���-���.It��l�j2 r�►�c . NGi #�T m�y1Ve v'VAII
r o i
SECTION nts... � f � �rr��/S�cl �D ►rrr6
TYPICAL COLUMN SEC � � ,(�-�.� � C��
(a) COVERED PORCH
15 BAR X 6" MIN. EMBEDMENT INTO
ING WALL DRILLED OUT AND E110XIED
:6TING WALL @ 24" Q.C. VERTI( AL
OM TOP AND BOTTOM)
114CVV #5 VERT. BAR & FILLED CELL
..,,-EXISTING NEW
WALL -WALL
t PLAN VIEW
_ I
TYPICAL STARTEK COLU M Nnts-
y � �t rtll
SLOPE TOP TOWARD
EXTERIOR +/- 0.25/12
8"X8" CONTINUOUS BEAM
BLOCK W/ (1) - #5 BAR
VERTICAL IN (3000 PSI)
CONCRETE FILLED CELLS
#5 BAR VERT IN (3000 PSI)
CONCRETE FILLED CELLS AT
6'-0" O.C. MAX & AT EA. END
#5 BAR WITH 30" MIN.'
LAP SPLICE
8" CMU WALL W/ STUCCO
FINISH BOTH SIDES
FNDN PER PLANS
I
TYPICAL KNEEWALL DETAIL NTS...
WATERPBO-OFIN� � NOTE&
i PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPEN11'4G WiTh A CMU WATER
RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM
ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN
ACCORDANCE WITH 'THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF
THE CMU WATER RESiTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE
OPENING (SILLS, .IAMBS, HEAD) AND RETURN WALLS OF THE OPENING 24" MINIMUM
EACH DIRECTION, ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR
TO BUCK iNST.ALI_ATIOINS.
2. INSTALL, BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1;8" BETWEEN
BUCK .AND MASONRY.
3 PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT
BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID
BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH
SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CU1 ENDS .AND THE
ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHA.i_i.. BE COATED
WITH A LIQUID APPLIED WATER RESISTIVE COATING SEALANT.
4 PROVIDE PAN FLASHING AT SILL OF WINDOW AND "DOOR OPENINGS. PAN FLASHING
SHALL BE SEALED OR SLOPED IN A MANNER To DIRECT WATER 'To THE SURFACE
OF THE EXTERIOR WATER, RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE,
INCORPORATE PAN FLASHING AT HEAD .AND SILL AS WELL. PLAN FLASHING SHALL
BE CORROSION RESISTANT.
5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES Al ALL
PERIMETER. ON FRONT .AND BACK SURFACE PRIOR TO WINDOW DOOR
INSTALLATION.
6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN 'THE BUCK
(OR PRECAST SILL) AND THE WINDOW DOOR TO ENSURE A WATER RESISTANT
INTERIOR AIR SEAL AROUND THE EN i1RE PERIMETER.
CMU WATER RESISTANT COATII
(SEE WATERPROOFING NOTE #'
CORROSION RESISTANT FLASHI
PER WATERPROOFING NOTE #2
APPLY PERIMETER SEALANT C,
BETWEEN BUCK & WINDOW FIR
(SEE WATERPROOFING NOTE #;
FILLED CELL. AT JAMB BLOCK (TYP)
1x3 P.T. WOOD FIRRING ALL (.3) SIDES CONIIN1,100
SEE WATER PROOFING NOTE #6
ANCHOR 1x4 P.T. (MIN.) BUCK WITH SEALANT
PER WATERPROOFING NOTE #4 AND ANCHORED
TO MASONRY WITH 1—X" CASE HARDENED COIL
NAILS 012" O.C. MAX.
ANCHOR WINDOW FRAME TO MASONRY IN STRICT
ACCORDANCE WITH MANUFACTURE'S PRODUCT
APPROVAL INSTALLATION REQUIREMENTS.
WINDOW FRAME SHOULD BE COMPLETLY SE? LED
ON THE BUCK. IN NO INSTANCE SHALL TIME
FRAME OVERHANG THE BUCK
WINDOW HEADER ANJA%3B __ 'P._BU K...l�3 TAIL
SCALE N.T S.
CMU WATER RESISTANT COATIN(
(SEE WATERPROOFING NOTE #1)
FILLED CELL AT JAMB BLOCK JYP)
tx3 P.T. WOOD FIRRING .ALL (3) SIDES
a ° CONTINUOUS
WOOD TRIM
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE #2 1x6 P.T. OBOOK WITH SEALANT PER
WATERPROOFING NOTE #4 AND ANCHORED TO
MASONRY wf 1—Y," CASE HARDENED COIL
APPLY PERIMETER SEALANT CAULK ---/ NAILS 412" O.C. MAX.
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE #5) SEE WATERPROOFING NOTE #fi
ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIRLMENTS.
EXTERIOR _DOOR _-BUCK DETAIL.__-._-T— _.. .......... ...
SCALE. IN T S
CONFINUUU5 FOAM INTERK)R . IR
Ai•1D 'd4vTEf' SEA'i-P I PLN
lVA;En::k,;�;rlj -
MARBLE SILL
Y," DRYWALL
FASTENERS AS REk)(1iRED B'Y' WINDOW MANUFACTL!RER
CORROSION RESISTANT FLASHING PLR WATERPROOFING
NOTE #2
CAULK SEAM AT WINDOW INST.ALL.ATION
(SEL WATERPROOFING NOTE #5)
CMU WATER RESISTANT COATING
(SEE vjt TERPR00,FIN(C NO i L #i
SET Si', UI1. MORTAR BED
6" OMU
44" FURRING TO MASONRY WALL
PRECAST CONCRETE WIND RESISTANT FLUSH
SILL. AS MANUF.A(:TURERC• BY CAST—ORETE
71_ _ (OR EQUAL)
.PRECAST CONCRETE V1/WDQW _ SILL ._DETAIL
—--�— SCALE. N.T.S.
7 -I /- H 11u q �,
M A" r C \ - F-u i•S"i'
PAUL WELCH INC.
KIIECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1984 S.W. SIL-TMoRE ST. SUITE# 1 14
PORT SAINT LUCIE, FL 34984
PHONE EMAIL
(772) 785- 9888 PWELCHINC@AOL.CO1`(
PAUL WELCH P.E. FL. REG. NO. 29945
DEC ® 3 201b
PORT SAINT LUCIE, FL 34984
a
I �� OF
TRUSS CONNECTOR SCHEDULE
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPLIFT DESIGN
A
1ST
593
(1) -HETA 20
1810
(9)-10d X 1 1/2"
A
2ND
465
(1)-MTSM16
860
_
(4)4/4" X 13/4" TITEN & (7)-10d
GEA
CONT.
224 pif
( ) HETA 20
1810
(9)-10d X 11/2"
1 STRAP AT EACH END AND AT 24" O.C.
VALLEYS
CONT.
100 # PLF
( ) MTS 16
1000
(14)-10d X 1 1/2"
10
1 STRAP AT EACH END AND AT 24" O.C.
TRUSS COMPANY
CHAMBERS
LAYOUT DATE
11 4 2015
CUT -SHEET DATE
11 4 2015
NOTE: ALL STRAPPING
TO BE SIMPSON STRONG -TIE AS SPECIFIED.
(1) VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 1 1/2"
TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX.
TRUSS NOTES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,
AND INSTALLING TRUSSES.
4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY.
5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS.
PANEL FASTENER: #9-15 X 1 'V2" WOODSCREW, HEX -HEAD W/ NEOPRENE WASHER
IN THE FLAT OF THE PANEL, 3/16" MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL
FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED WITH SCREWS
SPACED PER BELOW:
ZONE 1, 2, &3 : SCREW SPACING 24" O.C. AND 6" O.C. ACROSS PANEL AT PANEL ENDS
ROOFING ATTACHMENT nts...
PER FL# 7271.4 DP: -120.9
METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE
APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER
MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET.
UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES
UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT.
UNDERLAYMENT APPLICATION.
UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT
SHALL BE APPLIED PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51
MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT
SHALL NOT INTERFERE WITH ROOF PANNEL INSTALLATION.
FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING
THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE
MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS
THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA
BUILDING CODE
FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER
THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE
FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT
LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND
RIDGE JUNCTIONS.
I
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QY
I CL c",
31
IN12 f�a�/
o v"v r
51
S-2
Awvc,K
4 of f'
ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH FL# 7271.4 AND FBC 2014.
�OUQ I ll:��,Cll"_ 0<-
(�� w r I/., , , , , -At ""
/ ELECTRICAL LOAD CALC'S
4 PER NEC
INCLUDES EXISTING AND ADDITION
2008 S.F. @ 3 VA
i TWO 20A APPLIANCE CKTS
LAUNDRY
DRYER
RANGE
W H
t DW
►' REFRIG
t IRR. PUMP (OPTION)
MISC
4
TOTAL
FIRST 10 KW @ 100%
REMAINDER a 40%
TOTAL
r A/C FEAT Cal 100%
TOTAL
34369.6
240 - 143 AMPS
USF 150 AMP SERVICE
ELECTRICAL NOTES
1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70)
2011 EDITION.
6024 VA
2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING
FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE
3000
PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY
1500
HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED
5000
TO BE HIGH-EFFACY LAMPS)
12000
3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN
4500
CONDITIONED AND UNCONDITIONED SPACES.
1200
4) SMOKE DETECTORS TO BE I10V W/ BATTERY BACK UP - ARC FAULT CIRCUIT
1200
5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF
1500
ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING
5000
VERIFY.
40924 VA
6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE
DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE
10000
7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS
12369.6
SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS.
22369.6
8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-
VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SEEVING: BATHROOMS,
12000
GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF
EDGE OF ANY SINK.
34369.6 VA
9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALI,
BEDROOMS.
10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS.
L-oi_L-1 too
N �o TIAW pL c w P
Z'L GGt:WJI7�t�/r� CaQ��
FOUI IDATION SCHEDULE
F-1 16"D X 16"W (2500 PSI) CONC. MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS
F-2 8" X 8" (2500 PSI) CONC. MONOLITHIC
FOOTING W/ (2) #5 BAR CONTINUOUS
F-3 23" X 16"D (2500 PSI) CONC. MONOLITHIC
FOOTING W/ (2) #5 BAR CONTINUOUS
P-1 24" X 24" X 24"D (2500 PSI) CONCRETE
PAD FOOTING W/ #5 BARS @ 8" O.C.
BOTH WAYS
S-1. 4" THK (2500 PSI) CONCRETE SLAB W/
FIBERMESH OR 6"/6" 10/10 WWM OVER MCI
VAPOR BARRIER ON CLEAN COMPACTED
CHEMICALLY TREATED SOIL
S-2 �/ 4"THK (2500 PSI) CONCRETE SLAB W/
FIBERMESH OR 6"/6" 10/10 WWM OVER
EXISTING CONCRETE
B-1 #5 BARS X 12" LONG DRILLED OUT & EPDXIED
W/ 6" MINIMUM EMBED. @, ALL AREAS
ADJACENT TO EXISTING FOUNDATION
r M
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r
TT�
i�
DEC 0 3 20115
PAUL WELCH WC.
MWHANICAL * EEIL..ECTItWCAL * C1IYlL E 1694111MI&ING
I SO4 S.W. BILMRORE ST. SUrM# 114
PORT SAINT LUC1E, FL 34984
PHONE EMAIL
fTl PAiJL WM C' i P.E. FL- ftG No 289d8 OM L7