HomeMy WebLinkAboutLETTER - ENGINEERINGPAUL WELCH INC. SCANNED
Mechanical * Electrilcal * Civil Engineering By
1984 S.W. Biltmore St. Suite#114;j 0 oIflia
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email pwelchinc@aol.com
APRIL 9, 2018
RE: CIULLO DOOR/ WINDOW INSTALL
5706 SUNSET BLVD.
FORT PIERCE„ FL
SCOPE OF WORK
• REMOVE EXISTING WI
■ CUT DOWN OPENING F
■ INSTALL NEW DOOR
APPROVAL AND MA
■ INSTALL EXTERIOR
NOTES:
1)
THE CONTRACTOR, SUBCONTRACTOR,
CONDITIONS AT 70B SITE, PLANS, SPEC
2)
STRUCTURAL FEATURES NOT DETAILS
ENGINEER AS CONSTRUCTION PROGRI
3)
ALL WRITTEN DIMENSIONS ON THESE
)WS AT BEDROOMS.
R NEW DOORS.
AND WINDOW IN ACCORDANCE WITH PRODUCT
ACTURER'S INSTALLATION • INSTRUCTIONS.
3T AND SWITCH ON INTERIOR.
7PPLIER, ECT. SHALL VERIFY ALL DIMENSIONS,
ICATIONS, ECT.
ON THESE PLANS WILL BE ADDRESSED BY THE
WINGS TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC
2017 RESIDENTIAL AND THE NEC (NFPA70) 2014 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE
INFESTATION AREA PER FRC 301.
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2014 FOR
EXISTING BUILDINGS.
7) THIS IS AN ALTERATION LEVEL 2 AND.MUST COMPLY WITH THE FBC 2017 FOR EXISTING
BUILDINGS.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
3) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
HARDWARE IS NOT PERMTIED.
4) UNLESS OTHERWISE NOTED, THE. INSTALLATION OF SPECIFIED HARDWARE SHALL
CONFORM T03f t biANUFACTURESINSTRUCTIONS AND STANDARD PRACTICIES. .
5) EXTERIOR FRAME WALLS TO BE STLtC'O bV'ER WIRELATH WITH 11 GA. 2" LONG NAILS
WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP)
OVER 15/32" CDX PLYWOOD WITH 106 NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD.
6) WEEP SCREEDS. A MINIMUM 0.019-INCH (0.48 MM) (NO.26 GALVANIZED SHEET GAGE); .
CORROSION -RESISTANT WEEP SCREED WITH A MINDAUM VERTICAL ATTACHMENT FLANGE
OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE
ON EXTERIOR STUD WALLS IN ACCORDANCE WrrH.ASTM C 926. THE WEEP SCREED SHALL
BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51'`iVNij
ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN
TO'THE EXTERIOR OF THE BUILDING. THE WATER -RESISTIVE BARRIER SHALL LAP TIJE .
ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON _THE
ATTACHMENT FLANGE OF THE WEEP SCREED.
!GF '-x
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 E31LTMORE ST. #1.14
PORT SAINT LUCRE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
'fie, Copy
APR 092018
WALL FINISH / INSULATION-_=LJOTES
1) INTERIOR T69E.'1z"DkYWALL FINISH. 1
2) ALL INTE W.&GYPSUM BOARD TO BE MIN. ''/z" THICK WITH (13 GAGE,13/8" LONG, 19/64"
HEAD; 1).098"'DID -OTER, 1 %d' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER,
1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 15/8" LONG, 9/32"
HEAD) SPACED AT T' O.C. FOR NAILS AND 12" O.C. FOR SCREWS.
3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER
THAN 450. 1
4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200.
5) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A
CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED
FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK
OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316.
6) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO
ASTM C 36, C 79, C 475, C 514, C 630, C 931, IC 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 FRC,
AND ADHESIVES FOR THE INSTALLATIO I OF GYPSUM BOARD SHALL CONFORM TO ASTM C
557
7) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES; ROOF -CEILING
ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT TO EXCEED 25 WTTHIAN ACCOMPANYING SMOKE -DEVELOPED INDEX
NOT TO EXCEED-450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
NOTE: FLORIDA APPROVED DOOR
INSTALLED IN OPENINGS THAT M]
PRESSURES.
NOTE: OWNER SHALL SUBMIT A
WINDOW / DOOR AND SHUTTER.
RATED OR PROVIDED WITH
tor- 4
5706 5UNSET BLVD. FORT PIERCE, FL
WINDOW SHALL BE
TS REQUIRED DESIGN
APPROVAL FOR
GLASS SHALL BE IMPACT
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST* #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E. .
FL A REG NO.29945
APR 092018
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PAUL WELCH INC.
MECH-E5706 SUNSET BLVD. FORT PIERCE, FL 1984 BILT OE3EIVIL ST. #114
PORT SAINT LUCIE, FL, 34984
PAUL WELCH F.E.
FLA REG NO.29945
ti
e
APR 0: 9 2018
i . EI[STING SILL
#5 BALL DRILLED OUT AND EPDXIED
DWITH 6" MIN. EMBEDMENT TO
EXIST. BEAM DRILLED OUT AND
EPDXIED
EXISTING CBS WALL
2X 8 P.T. BUCK PROVIDEI/4" X 3"
i
TAPCONS @ 4" FROM ENDS AND 8"
O.C.
#5 BAR VERT. IN (3000 PSI) CONC.
FILLED CELL
#5 BAR DRILLED OUT AND EPDXIED
WITH 6" MIN. EMBEDMENT TO
—_._.. EXIST. FOUNDATION DRILLED OUT
AND EPDXIED
"SIMPSON" SP8 WITH (6)- 10d NAILS
i {�
j.' II'i
f i
4 CIF 7 PAUL WELCH -INC.
MECH=ELECT-CIVIL ENG.
S706 SUNSET BLVD. FORT PIERCE, FL I'984 BILTMORE ST. #114 File c �Fl g 2018
_ - PORT SAINT LUCIE, FL. 34984
PAUL WELCH R.E.
FLA REG 140.29945
-STUCCO 6tM`E"NTFINISH'.
CMU WATER RESISTANT COATING
.4
FILLED CELL AT JAMB BLOCK'
.';(SEE WATERPROOFING NOTE #1)..
--IX3 P..T_.WOOD r0RING ALL (3). SIDES
ov
CONTINUOUS
WOOD TRIM
CORROSION NESISTANT FLASHING
PER WATERP.RiDOFING NOTE #2-
P.T., WOOD BUCK WITH 'SEALANT PER
WATERPROOFING NOTE §4 AND ANCHORED TO:;
APPLY OLRIMLTER SEALANT CAULK
MASONRY PER BUCK. ATTACI)MltNT NOTE..'
:.BETWC-Eh BUCK & WINDOW.FRAMt
(SEE :WATERPROOFING NOTE #5) .
SEE WATERPROOFING NOTE. #6
ANCHOR DOOR JAMB HEADER TO MASONRY IN'
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLAITION REQUIREMENTS.'•
'EXTERIOR DOOR"
BUCK.. DrTAIL
SCALE: N.T.S.
STUCCO. CEMENT FINISH
u
CMU:WATFR RESISTANT COATING
FILLED -CELL At JAMB BLOCK
(SEE- WATERPROOFING NOTE'#*I)
CORROSION RESISTANT FLASHING
-
PER. WATERPROOFING NOTE #2
4
4.
1x3 P.T. WOOD - rIRRING ALL'(3)' SIDES CONTINUOUS-'
APPLY PERIMETER SEALANT CAULK
-BETWEEN
SEE WATER PROOFING NOTE. #P-
BUCK
WATERPROOFING
'(SEE NOTE #5)
P.T. WOOD BUCK WITH SEALANT PER
•
•
WATERPROOFING NOIE44 AND .ANCHOREIJ Tb'
MASONRY PER BUCK ATTACHMENT. NOTE.
IiQiL
wiHobW FRAME SHOULD' BE COMPLETLY SEATED
ANCHOR WINDOW FRAME T6 MASONRY
Y IN Mic
m I . T
ACCORDANCE WITH'MANUFACTURE'S PRODUCT.
ON THE BUCK. IN 110 INSTANCE SHALL
THE
APPROVAL INSTALLATION REQUIREMENTS.
-FRAME OVEf HANG 'THE BUCK
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
11)84 SILTMOR "E ST. #114
I
PORT $A:NT LUCIE,- FL 34984 cox�
5706 SUNSET BLVD. FORT PIERCE, FL PAUL WELCH:P.E. . %I -
- ---- FLA REG NO.299.45 �*p i
PR 0 9 2018
WATERPROOFING NOTES
PRIOR TO DUCK INSTALLATION TREAT THE MASONRYLOPENING WI IFI• A CMU WATER RESISTANT COATING TO
SEAL THE .WINbOW / DOOR CAVITY TO PREVEt�iT:4 FRONI?`ABSORBING WATER. 'THE .CMU WATER RESISTANT
COATING .SHALL BE APPLIED IN ACCORDANCE"N'I Tfi lFIE=tvJANUFACTURER'S RECOMMENDATIONS..: THE
AP.P.LICAl10N OF TIIE CMU WATER RESITANT COATING SHALL' INCLUDE THE ENTIRE SURROUND OF THE..
UPEh11,(SILLS.�lgAMIJS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACI-I DIREC'TIOIJ.
NGALL
-CMU-.. WATER RESISTANT -COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS:
-2. INSTALL BUCKS, 5O TI-IAT'ThIERE ARE NO EDGE GAPS EXCEEDING 1/fi" BETWEEN BUCK AND MASONR'(:
3.: hF210R 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
- IIID 11 IROUGI I THE.CUT. ENDS
END - OF THE' WOOD BUCKS . WITH SEALANT TO RESTRICT THE PASSAGE OF LIQ
AND • THE ENTIRE EXTERIOR FACE, AND RETURN SURFACE OF THE BUCK SHALL BE. COATED WITH A LIQUID
APPLIED .WATER.. RE515TIVE COATING / SEALAPJ i.
4.'. PROVIDE PAR 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 FLASI IR�G AT HEAD AND' .SII_I_ AS . WELL AN FLASHING SHALL
BE, CORROSION RESISTANT"(OPTIONAL NOT RECIUIRED .117- ITEM #1=3 INSTALLED).
5_ •-PROVIDE CONTINUUUS 3/8" 6EAD OF SEALAIJ� OH. WINDOW / DOOR FRAMES AT ALL.PERIMETER ON FRONT
• .ANC) BACK'SURFACE PRIOR •TO WINDOW / DOOR INSTALLATION.
.:"6. •AI=TER WINDOW/.DOOR INSTALLATION- PROVIDE' F044 SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND .
THE WINDOW % DOOR ,TO ENSURE A WATEF2 RESISTANT. It�TERIOR AIR SEAL AROUND, 'l1.lE ENTIRE PERIMETER_
5706 SUNSET BLVD. FORT PIERCE, FL
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE FL 34984
PAUL WELCH R.E.
f'LA REG NO.29945
A R 092010