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ELECTRICAL NOTES WALL FINISH / INSULATION NOTES
1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 1) INTERIOR TO BE %z" DRYWALL FINISH.
2014 EDITION.
ELECTRICAL LOAD CALC' 2) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.''/z" THICK WITH (13 GAGE,13/8"
! PER NEC CONDITIONED AND UNCONDITIONED SPACES. I LONG,19/64 HEAD; 0.098 DIAMETER,1 /. LONG, ANNULAR -RINGED; 5D SCOPE OF WORK
COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, HEAD; OR GYPSUM BOARD CONSTRUCT ADDITION PER PLAN.
3 SMOKE DETECTORS TO BE I IOV W/ BATTERY BACK UP - ARC FAULT CIRCUIT I
Planning &Development Services Department @ NAIL, 0.086" DIAMETER, 15/8" LONG 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS CONSTRUCT NEW BEARING WALL AT FRONT OF EXISTING •. 2347 S.F. VA 7041 VA )
f Building & Code Regulations Division TWO 20A APPLIANCE CKTS 3000 4) SMOKE DETECTORS TO BE LOCATED AS SHOWN AND INSIDE AND OUTSIDE OFAND NG RESIDENCE PER
LAUNDRY 1500 ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING 3) WALLS AT SHOWER TO E TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS
2300 Virginia Avenue; Fort Pierce, FL 34982 - (772) 462-1553 FOR SCREWS. PLAN,
DRYER 5000 VERIFY.
t RANGE 12000 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR
Certification for Design Load Compliance wH asoo i C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' EXISTING BUILDINGS CHAPTER 7 AND 8.
DW 1200 DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE ( RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER
wP TUB (OPTION) 1200 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 &FRC 702.4.2). NOTES:
Project Name: LOWERY ADDN REFRIG 1200 SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
i 4 WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF 1) THE CONTRACTOR, IRR. PUMP (OPTION) 1600 LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS I ) R, SUBCONTRACTOR, SUPPLIER ECT. SHALL VERIFY ALL
Project Address: 4901 GROVERS RD. FORT PIERCE, FL MISC l0000
HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. NOT GREATER THAN 450. DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
TOTAL 4s441 VA ) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- '� WALL AND CEILING FINISHES SHALL HAVE AFLAME -SPREAD
7 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
Permit #: occupancy Type: R Construction Type: V VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS CLASSIFICATION OF NOT GREATER THAN 200. ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
FIRST 10 ER @Igo/ 376.4 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL 3 ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
GARAGES, KITCHENS, ACCESORY BUILDINGS HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE SCALED DIMENSIONS.
..INSTRUCTIONS FOR USE: REMAINDER @ 40% 15376.a BUILDINGS, OR WITHIN 72" OF )
EDGE OF ANY SINK. j CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO 4) ALL CONSTRUCTION MUST COMPLY W
• This certification must be completed, signed, and sealed b the design professional of record. TOTAL 25376.4 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL I01 THE FLORIDA BUILDING CODE
p Y THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL <
• Submit 2 copies for residential, (3) copies for commercial with all permit applications involving the following: AIC HEAT O 100% 12000 BEDROOMS. f (FBC) 2017, FBC RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017
COMPLY WITH SECTION FRC316. MECHANICAL CODE 9) EXHAUST FANS TO BE FBC 2017 ENERGY CONSERVATION AND THE NEC (NFPA
O p 10 PROVIDE TAMPER RESISTATNT REICINPTICOLES PER NECIREQUIREMENTS, j 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL 70) 2014 EDITION.
o New Residences (single or multi -family) TOTAL 37376.4 VA 11) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING
AREA, AND IN VERY s o Residential Addition ( 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN HEAVY TERMITE INFESTATION AREA PER FRC 301.
37376.4 ' -' ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE L. 240 = 15 AMPS 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0
o Any accessory structure requiring a building permit
o Any non-residential structure. INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 2017 FOR EXISTING BUILDINGS.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
USE EXISTING o0 AMP SERVICE ; 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
certain minor building permits at the discretion of the local building official. Contact the #above for q uestions. OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
f
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL STRUCTURAL NOTES '
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
V 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. ,
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10
i WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _OpenSTRENGTH AT 28 DAYS.
3. Risk Category: I X 11 III IV Exposure Category: B X C D
ENERGY CONSERVATION NOTES 4) MINIMUM CONCRETE PR E PLAN FOR SIZES &STEEL REQUIREMENTS.
- -
PROTECTION FOR REINFORCING BARS.
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 FOOTING
S: 3 BEAMS. 1 /:" SUSPENDED SLABS: 1 '/z
ENERGY CONSERVATION RESIDENTIAL. 5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS
S. Mean Roof Height: 20 It Pitch: :12 Parapet: N/A 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO NOTED GRADE 60 STE
EL MINIMUM IN BEAMS AND COLUMNS.
UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
6. Components &Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, dearly label on all plan openings): I I
20.5 20.5 20.5 35.5 35.5 N/A A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING PRESSURE TREATED.
Zone 1: Zone 2: Zone 3: zone 4: zone 5: Garage: TABULATIONS SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
32.5 56.6 83.7 38.5 47.6 N/A
7. Design Loads: Floor. 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: - 40 PSF REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT INSTALATION OF HARDWARE IS NOT PERMITED.
LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 8 UNLE
SS OTHERWISE NOTED 2 0 THE INS , H TALLATION OF SPECIFIED HARDWARE
Dock: N/A PSF Deck: 40 PSF Stairs: 40 PSF Fence: N/A PSF Railings. 50/ 0 pLF CONCENTRATED EXISTING LIVING AREA 1623 SQ. FT. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR SHALL CONFORM TO THE MANUFACTURES INSTRUCTI N SAND STANDARD
8. Were Shear Walls Considered For Structure? X Yes -Not Applicable Explain Why Not:
O
NEW LIVING AREA 724 SQ. FT. LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH PRACTICIES.
R402.4.4.
9) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING-
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH SHANKn "
NAILS AT 4 O.C. PERIMETER AND 6 O.C. FIELD.. �
TOTAL 2347 SQ. FL R402.41,2
1 0 BEA RING POINTS OF TRUSSES SHALL HAVE VER
TICAL A NUMBER
MBER O
,
5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WH
EN THE '
i Test Reports Submitted? Yes .i
2500 PSF Soil e
10. Design Soil Bearing Pressure. INFILT
RATION TRATION RATE O N g F O MORE THAN _ g N 0.3 CFM PER SQUARE FT AND BE U .-
Q , BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED.
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE Z
( certifythat, to the best of my knowledge and belief, the attached plans & specifications have been designed to TESTED LISTED AND, LABELED IN ACCORDANCE WITH R402.4.3.
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6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY = 0
Y CARD IN ACCORDANCE WITH FBC 2017'ENERGY CONSERVATION R401.3. u N U
comply with the applicable structural portions of the building codes currently adopted and enforced b St. Lucie
County. f also certify that structural elements depicted on these plans provide adequate resistance to the design to
r
forces specified: ^ )vt I N 3: L
BOWDOIN G. HUTCHINSON 70878 `( �' Ip -2;P2-0 LiJ C N J
Print Name Cert # & Co. Cert Auth.
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BENCHMARK ENGINEERING ! � __.__ ------- .._ ____ ----- . _ _.. .- _ -____ �1" � •• , Z� � 2 Co• - � o � ` _
ON PLAN
Signature, Date, and Seal $06 DELAWARE AVE, FORT PIERCE, FL O = Q
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Company Name & Address
' SLCCDV Form # 020-12 Revised 3/15/12 (JS)
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WINDOW / DOOR SCHEDULE
MARK
SIZE / DESCRIPTION
APPLIED DESIGN PRESSURE (PSF)
1
72" W X 48"H HORZ. SLIDER WINDOW
+35.3 / -38.4
2
36"W X 80"H S.C. DOOR
+35.3 / -38.4
3
50" W X 36"H HORZ. SLIDER WINDOW
+35.3 /-47.2
4
DBL 36"W X 80"H FRENCH DOOR
+35.3 /-38.4
5
50" W X 60"H HORZ. SLIDER WINDOW
+35.3 /-47.2
6
42" W X 38"H HORZ. SLIDER WINDOW
+35.3 /-38.4
A
32"W X 80"H H.C. DOOR
N/A
B
30"W X 80"H POCKET DOOR
N/A
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name
Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
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Mullions
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
SwingT e Doors
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Roof Ventilation
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I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: 70Y4bott.3
// 9d7r-uIn+Sor.+ Signature: I.ANJ seal
Design Prof: (JOIN D 48 a.I wk; jo J Cert. No. -466 +y Date: 014 r"t-j
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BENCHMARK ENGINES'NCN%,,,,.
BOW CHIN G. HUTCHINSON P.E. #70878
RECENED
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JUL 212020
-Permitting Department
St Lump Eounty...-.
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TRUSS CONNECTOR SCHEDULE
TRUSS ID
BEARING
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS I
- NOTES
POINT
UPLIFT
ID
UPLIFT DESIGN
T1
EEACH
2450
(2)- HTS 20
2900
(20) -10d
GABLE ENDS
CONT.
267 PLF
( )- MTS 16
1000
(14)-10d X 11/2"
SEE GABLE END
DETAIL
j 1 STRAP AT EACH END AND AT 48" O.C.
VALLEYS
j CONT.
100 # PLF
( ) MTS 16 1000
(14)-10d X 1 1/2"
j 1
( 1 STRAP AT EACH END AND AT 24" D.C.
ALL OTHERS AT
FRAME BEARING
LESS THAN 1000#
EACH
< 1000#
(1)- MTS 16
1000
(14)-10d X 1 1/2"
I AT FRAME BEARING
TRUSS COMPANY
TBI)
LAYOUT DATE
CUT -SHEET DATE
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED.
NOTES:
1D VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 11/211
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 ENGINEER., 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.
METAL ROOF OVER 30 # FELT
ON 19/32" CDX PLYWOOD
---; SHEATHING NAILED W/ 8d
RINGSHANK NAILS PER
DETAIL
PRE-ENGINEERED ROOF
TRUSSES @ 24" O.C. MAX
i
SIMPSON STRAP PER TRUSS
CONNECTOR SCH.
-- ALUM DRIP ED
GE
a 1 X 6 P.T. WD.FASCIA OVER
2X4 P.T. WD. SUB FASCIA
R-30 INSULATION SOFFIT PER DETAIL
1
I
z" DR
YWALL CLG '
DBL 2X6 CONT. WOOD TOP'
SIMON SP6 W/ (6)-10D NAILS (PLATE
PS
EACH STUD TOP AND BOT.
PLATE �l 2 X 6 WD STUDS @ 16" O.C'
j
R-13INSULATION -"
1X8 CEDAR LAP SIDING WITH
#12 X 4" SCREWS EACH STUD
i /" DRYWALL -- -- AT 16" O.C. OVER 15# FELT
I OVER %z" CDX PLYWOOD
SHEATHING WITH lOd'NAILS
WOOD OR VINYL BASE I AT 6" O.C. PERIMETER AND
i FIELD
FLOORING PER OWNER
2 X 6 P.T. WD BOTTOM PLATE
W/ 5/8" 0 X 8" EMBED
" ANCHOR BOLTS W/ 2" X 2"
r WASHERS @ 24" O.C.
FINISHED GRADE
CONCRETE FOUNDATION PER
PLAN
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PLUMBING NOTES:
I)
ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING
2)
DWV PIPING SHALL BE SCHVDULE 40 PVC.
FOUNDATION SCHEDULE
I 3)
WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L
F-1 18" DEEP X 191' WIDE (2500 PSI) CONCRETE MONOLITHIC
4)
COPPER, CPVC, OR PBX.
SLEEVE ALL PIPING IN COI ACT WITH CONCRETE OR UNDERGROUND
FOOTING W/ (2)- #5 BARS CONTINUOUS
WITHIN BLDG.
5)
HOT WATER PIPING WITH
MINIMUM THERMAL RESISTANCE OF R-3 SHALL
F-2 8" DEEP X 8" WIDE (2500 PSI) CONCRETE MONOLITHIC
BE APPLIED TO PIPING LA
GER THAN'/d" NOMINAL DIAMETER, PIPING FROM
P
1
WATER HEATER TO KITCH
N OUTLETS, PIPING LOCATED OUTSIDE THE
FOOTING W/ (1)- #5 BARS CONTINUOUS
CONDITIONED SPACE, PIPI
G FROM THE WATER HEATER TO THE
DISTRIBUTION MANIFOLD,
PIPING LOCATED UNDER THE FLOOR SLAB,
F-3 18" DEEP X 24" WIDE (2500 PST) CONCRETE MONOLITHIC
BURRIED PIPING, SUPPLY
D RETUN PIPING IN RECIRCULATION SYSTEMS,
PIPING WITH RUN LENGTH
GREATER THAN 20 FEET
FOOTING W/ (2)- #5 BARS CONTINUOUS
S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON
CLEAN COMPACTED CHEMICALLY TREATED FILL 2�
�L
B-1 #5 BARS X 12" LONG DRILLED OUT & EPDXIED --
WITH 6" MINIMUM EMBEDMENT @ 24" O.C. jC 1�2 (1 N(L
ALL AREAS ADJACENT TO EXISTING FOUNDATION � l
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CODE COMPLIANCE `
ST. LUCIE COUNTY
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BEN('HWkRK ENGINEERING
80X UC 1N , �_ TC INSO P.E. #70878
I
BOTTOM CORD OF
' TRUSS
MAXIMUM HEADRER SPAN
T-0"
6-0"
91A"
I T-O"
1 IF-0-
11T-0"
ER OF FULL LENTH STUDS EACH END OF HEADER
2
2
1 3
1 3
1 3
1.2
NUMBER OF HEADER STUDS SUPPORTING END OF HEADER
.1
1
1 2-
1 2
1 2 1
3
AND CLG)
2 X 4 WD TOP PLATE OR
j 1 ''/z" X 3 5/8" METAL
I I RUNNER
�i 2 X 4 WOOD STUDS @ 24"
J! O.C.
OR 1 h" rY 3 5, 8 METAL
II STUDS @.24" O.C.
i
'/a" DRYWALL BOTH
SIDES (SEE WALL FINISH
NOTES FOR WALLS .
ADJACENT TO SHOWER
it AND TUB)
t:
2X4 P.T. WOOD BOTT.
PLATE
OR 1 ''/z" X 35/8" METAL
RUNNER tW/ TAPCONS
l
/@ 2 4" O.C.
1
Lj I CONC. FLOOR
f
GRADE D FELT PAPER
PROVIDE BEAD OF SEALANT 3/4"
— FROM EDGE OF OPENING UNDERFELT
APPLY FELT TO EXTERIOR OF
OPEXN(3 AND FOLD FELT OVER JAMBS
-_ DOOR OPENLG
DOOR OPENM DETAIL
•. . ti • .,y6YW.U.vM1&Z4WT4FM#DP
DOOR OR WINDOW OPEN ING
DBL 2X4 SILL
(WINDOW ONLY) -
2X4 STUDS AT 16" O.C.
(WINDOW ONLY)
- Z1---iI- - qq
TYPICAL HEADER DETAIL
2 X 4'r' BRACING AT RIDGE AND
6 FEET O:C .EACH SIDE OF RWR
(3)-16d NAILS (TYPICAL)
1'X. 4 SPRUCB QIt BETTETC
LATERAL BRACE AT 6 FEET O:C.
FASTENED TO TOP OF BOTTOM
CHORD OF TRUSSES WITH (2) -16d
NAILS EACH,. AT GABLE END
TRUSS AND 4 TRUSSES BACK {
A&INna®T #BFIYEsefi ta{pNag
4
f+YrL�itiR Wf salP graaitn,} �`'
" gt tie nd®cscmtr"v°" O: •� 1\:, -..4 ,
TRUSSES OR ROOF JOIST PER PLAN
MANNER
DBL 2 X 4 TOP PLATE
STRAP EACH STUD TO TOP PLATE
Q
O
WITH "SIMPSON' SPH4 WITH (10) -
s
;�
$
lOd X I 'h" NAILS
rt O
3
STRAP EACH STUD TO HEADER
"
WITH "SIMPSON' LSTA 24 WITH (18)-
"€
I W NAILS
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y�-v�Yzt
DBL 2 X 12 WOOD BEAM WITH %z"
PLYWOOD SPACER GLUED AND
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{3'3 3
NAILED WITH IOd NAILS AT 8" O.C.
• `. -v.
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STAGGERED TOP AND BOTTOM
PANEL OVEMAP
EAVE
BOTH SIDES
FASTENFRW WAr1" M
FULL LENGTH 2 X 4 WOOD STUDS
m tz x ta€e� €t ara�aete ura cre aat t ruza. zt . ra a �
&OOP SHk ATt�iVG NAMING ZONE
HEADER STUDS 2 X 4 WOOD STUDS
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�rasrlu� f PANiHt.---_
-
ZONTE ROOF SHEATI-rNG ATTACHIAE-N I' R1 YHJ1RFI.QN'S
STRAP EACH STUD TO BOTTOM
; ROOFING ATTACHMENT nts...
(.D NAILS AT 6" O.C. PERII R AND 6" O.C. FftXf
PLATE WITH "SIMPSON' SPH4 WITH
PER NOA#17-0413.01 DP:-85.825
(I0)- IOd NAILS
NAILS AT 6" O_C. PERIIvSEiFR AaN� 6" O.C: FIEI + =
PANEL FASTENER: #9 HEX HEAD WOODSCREW, HEX -HEAD W/ SELF SEALING WASHER
P.T. 2 X 4 WOOD BOTTOM PLATE
IN THE RIB OF THE PANEL, 3/16" MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE
3U_ NAILS AT 4" O.C. PERT kg AN-,)'6" O.C. FIELD
CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED WITH SCREWS SPACED PER BELOW:
— -
(1)- 5/8" WEDGE ANCHORS X 8"
ZONE 1, 2, &3 : SCREW SPACING 24" O.C. AND 6" O.C. ACROSS PANEL AT PANEL ENDS
NOTE: ROOF SHEATHINCTSHALL BE I9132, THICK CDX PLY W0O,D-RO0= S° FATHING
EMBED- WITH 2" X 2" X 1/8"
FASTENID TO ROOP.FRAMING WlTFI Sd RiNC SHAI3KN NA ER rZi C8C5 2 3-It
SPACED
WASHERS EACH SIDE OF OPENING
METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED
PER ZONE DESIGNATIONS AS SHONW ABOVE.
AND 24" O.C.
MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S
CONCRETE FLOOR / FOOTTVQ
SPECIFICATIONS AND DETAIL THIS SHEET.
UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES
UNDERLAYMENT SHALL BE APPROVED ASTM D 226 TYPEII 30# ROOFING FELT.
j
UNDERLAYMENT APPLICATION.
UNDERLAYMENTSHALLBE
---
UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING
APPLIED PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 4 INCHES AT SIDES AND 6 INCHES AT
ENDS, UNDERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TINCAPS AND 1 %a" ANNULAR
RCJOFING / UNDERLAYMENT PER
RING -SHANK NAILS, SPACED 6" O.C. AT ALL LAPS AND TWO STAGGERED ROWS 12" O.C. IN THE FIELD OF
PLAN e
THE ROLL. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH ROOF PANNEL
-- `� 1913r ROOF SH$ATHING
INSTALLATION.
ALUM. DRM.EDGE
FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL
IX P.T. WOOD FASCIA
AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT
INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL
t?FFIT PER DETAIL
FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE
2X4FRAMING AT
FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A
.LADDER
CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL,
- 121NCkIES O.C:
THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC
0A8Is11.1+1D,.TRUSS
TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS.
ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH NOA# 17-0413.01 AND FBC 2017.
d / �i1Y?I�1CG P
'-7•°fr �tJ'A��•�ec7�ovJ
GABGti EtVIJ FASTENED TO
SLEEPER dVIM 16 D COMMON
NAILS AT 12".O.C. SEE TYPICAL WALL SECTION
FOR ADDITIONAL
ST'I> qP GABLE END TRUSS WfCH INFORMAT
ION i GABLE END
"SIMPSON" LSTA IS AT4&" O,C,
WI'm (121 164 X 1' `K" NAILS FLASHING
117
• �^-•r- 1{$Aiv1. y,Vr3.t,G.- 2X6 WOOD LEDGER WITH (2)- # 12
'X3"SCREWS AT24"O.C.TO
TRUSS MEMBERS
CEILING PER, PLAN
.p "SIMPSON" LUS24 WITH (6)- 10d
P,T. 2: X 8 CONTINUOUS WITH %7 NAILS EACH ROOF JOIST
7/y
LAQ BOLTS AT 24" O.C. WITH
2" X 2" X ur WASHERS METAL ROOFING OVER 309 FELT
OVER 19/32"CDX PLYWOOD
SOFFIT DETAIL its,.,
FASCIA PER TYPICAL WALL SECTION
HARDDIE SOFFIT (NON -VENTED)
ATTACH HARDDIE SOFFIT TO TRUSS TAILS
WITH 6d COMMON NAIL
0.113" X 2" X 0.266") AT 4-O.C.
PERIMETER AND FIELD
V _ J
L7i .1 •� Q
� U..
owl
=�Ln Z
W
M
km
J ® �
a R c
ti
Luu
�1
REQdFORCEEACH VERTICAL
ROOF SHEATHING NAILED WITH
-
MEMBER OF GABLE END TRUSSSd
%
RING SHANK NAILS AT 4" O.C.
PERIMETER AND FIELD
WTTiI 2' X 4.T-BRACE WITH 16 D P�Dw fir_
NA"- AT 8 INCHES O.C.
n
20XC WOOD ROOF JOIST AT 24"
EXISTING ROOFFLOOR
TRUSSES @ O.C. MX
T i
G,C]B11E END DETAIL nu—
,.
"SIMPSON" H2.SA WITH (10)- Sd
SIMPSON HTS20 WITH{20)-lOd
!
Ih
F+�i
NAILS EACH ROOF JOIST
„ , , EACH EXISTING ROOF TRUSS
i
— -- - — -
DBL 2X6 WOOD TOP PLATE WITH
AND FLOOR TRUSS
O
i "SIMPSON" SP6 WITH (6)- l Od
{ NAILS EACH STUD
%a" DRYWALL CLG
I
- '.'
r •..
I SOFFIT PER DETAIL
HEADER PER DETAIL -=
2X4 WOOD CLG JOIST AT 16" O.C.
I
H
/z" DRYWALL WALLS AND CLG
LAP JOIST TO STUD AND ATTACH
B NAILS
SP6 W/ (6)- AND
EACH STUD TOP AND BOT.
EACH STUD
I DBL 2X6 CONT. WOOD TOP
WITH (3)- # 12 X 3" SCREWS
PLATE I
I PLATE
r
- •-
%"PLYWOOD AT SEAT
i
TH (18)- "SIMPSON" LSTA24 WI10d
2X6 WOOD SEAT JOIST AT 16"
G. C
EACH CLG JOIST TO HEADER
i
EXISTING WALL REMOVED
—� 2 X 6 WD STUDS @ 16" O.C.
�
-
2X6 WOOD STUDS AT 16" O.C.
AFTER NEW WALL _,
CONSTRUCTED
Q
O
SIMPSON LSTA24 WITH (18)-10d 1X8 CEDAR LAP SIDING WITH
EACH SEAT JOIST TO STUD i STRAP EACH STUD TO BOTTOM R-13 INSULATION
WITH 6 --ITH "SIPS
PLATE
ON" SP6 #12 X 4 SCREWS EACH STUD
t� • ' STRAP EACH STUD TO BOTTOM O . I I OVER %AT 16" O' CDX PLYIWOODT
PLATE WITH "SIPMSON' SP6 SHEATHING WITH 1Od NAILS
WITH (6)- lOd NAILS /z" DRYWALL
I 2X6 WOOD BOTTOM PLATE WITH
I ij i %" X 3" LAG SCREWS AT 16" O.C. AT 6" O.C. PERIMETER AND
GRADE D FELT PAPER (APPLIED LAST)
II if �. PROVIDE BEAD OF SEALANT'/<" CONCRETE FOUNDATION PERLAP SEAT JOIST TO I I FIELD
G PLAN ✓T (45 DEG.) AT 16" O.C. ANGLED WOOD OR VINYL BASE
it FROM EDGE OF OPENING UNDER FELT 2 X 6 P.T. WD BOTTOM PLATE (�
APPLY FELT TO EXTERIOR OF W/ 5/8" O X 8" EMBED
I ! OPENP G At'D FOLD FELT OVER JAMBS SIMPSON" LSTA24 WITH (18)- 1Od FLOORING PER OWNER � y
EACH JOIST TO BOTTOM PLATE ( ANCHOR BOLTS W!2" X 2" 1�
I;•' t,• WRAP UNDER BOTTOM PLATE WASHERS 24"O.C. O
t t. W-INWW OPE?QPIG (. @
I
j' .'. ----...----- - ---- -- --1.. _ .. .. . AND ATTACH EACH SIDE) -
I I I t j GRADE D FELT PAPER SILL PANNING I
! ; I (APPLIED 2>� P.T. 2X6 WOOD BOTTOM PLATE � FINISHED GRADE
! i .I WRAP O�TR E,,7m SB.L, OVER i�L (l ! WITH 5/8" X 8" EMBED WEDGE ? `/
!, I; LAP SILL PA'.1TI'NG 4" PROVIDE o .'m - - ANCHOR AT 24" O.C. WITH 2" X 2"�
I X 1/8" WASHERS
ill BEAD OF SE.ALANT'h" FROM EDGE ..: _ zk. j - _ 61 t_... _ . CONCRETE FOOTING PER -- - -
! 1, !, OF OPEti-PING UNDER FELT j 1 =1 1 ✓l 1- ,� I -
I, I I�I iii� 1 i��l :CIJ ��t PLAN O
b GRADE D FELT PAPER APPRON (APPLIED 1ST)
ai
i 9" WIDE CONTL\'UOUS UNDER SILL PROVIDE
BEAD OF SEAL '/V FROM EDGE t ANT
7.
r - -
t•' OF OPENL\G UNDER FELT-
n � r
z
,
i
. FRAME B U RG. WALL AT F H R T OPiT DETAIL .. nts '-. TYPICAL
CAL WALL SECTION AT BAY FRAME �a... G .. C
ti
3�
WINDOW OPENING WAT 'PROOFING DETAIL ms...
NOTE. APPROVED PEEL --AND STICK MAY BE USED IN LIEU OF GRADE D FELT.
0.70878 Z-_
REVIEWED FOR
1
�
COMPLIANCE CODE
LUCIE COUNTY
r
BEI11 FIB..
C �<RIC EIVGIFV;I21NG
BOWDOIN G. HUTCHI S N P.E. #70878