HomeMy WebLinkAboutBuilding PlansSCOPE OF WORK
- ENCLOSE GARAGE FOR NEW LIVING AREA PER PLAN ELECTRICAL LOAD CALL'$
- CONSTRUCT NEW BAY FRAME AT LEFT SIDE OF RESIDENCE PER PLAN.
PER NEC
' - REPLACE FRONT DOOR PER PLAN. .
- INSTALL; NEW PLUMBING FOR BATHROOM AND LAUNDRY PER PLAN.
- RELOCATE ELECTRICAL PANEL PER PLAN.: 1623 $.F.@ $ VA
ECT... TWO 20A APPLIANCE CKTS
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR - C. LAUNDRY
EXISTING BUILDINGS CHAPTER 7 AND 8. DRYER
RANGE
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL : ` "-WH
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. DW
2) STRUCTURAL FEATURES. NOT DETAILED ON THESE PLANS WILL BE : ', WP TUB (OPTION)
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER: - :. REFRIG
SCALED DIMENSIONS. IRR. PUMP (OPTION)
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE-AIIi$r.
FBC 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017
(FBC) TOTAL
MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2014 EDITION. -
S) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY - :FIRST 10 KW @ 100%
HEAVY TERMITE INFESTATION AREA PER FRC 301.
ONS MUST COMPLY WITH THE F,D.C. REMAINDER A 40% 1
[ NS REPAIRS, AND ALTERATIONS _
'6) ALL ADDITIONS, RS, _ ,
2017 FOR EXISTING BUILDINGS: - -
TOTAL 2
FLASHING A/C HEAT i07 100%
�t -
- 2X6. WOOD LEDGER WITH (2).#12X3"
I SCREWS AT 24 O.C. TO TRUSS TOTAL 3
MEMBERS _
"SIMPSON" LUS24 WITH. (6)- I Od NAILS . - 36507.E
EACH ROOF JOIST 240 = 152 AMPS
METAL ROOFING OVER30# FELT
'_OVER 19/32"COX PLYWOOD USE 20O AMP SERVICE
SHEATHING WITH 8d RING SHANK
1 NAILS AT 4" O.C. PERIMETER AND -
FIELD
i 2X4 WOOD ROOF JOIST AT 24" O.C. -
-SIMPSON' H 2.5A WITH (10)-;8d NAILS - EACH JOIST
DBL 2X4 WOOD TOP PLATE WITH
' "SIMPSON" SP4 WITH (6) -1 Od NAILS
EACH STUD
"SIMPSON- LSTA24 WITH (18)-
R-30INSULATION r iOd-EACH CLG JOIST TO HEADER - -- EXISTING ROOFING / ROOF
SYSTEM
V2" DRYWALL INTERIOR •* .-.....
2X4 WOOD CLG JOIST AT 16" EXISTING WOOD HEADER
R-13INSULATION O.C.
..� -. LAP JOIST TO STUD AND X 3 4 WOOD TOP PLATE WITH''/a"
1/2" PLYWOOD WITH IOil NAILS LAG CREWS AT 12" O.C.
AT 6" O.C. PER. & FIELD '-'-= _
ATTACH WITH (3)- #12X 3"
SCREWS STRAP EACH STUD TO TOP
2X6 WOOD SEAT JOIST AT 16" PLATE WITH "SIMPSON" SP4
O.C. WITH (6) IOD NAILS OR
2 X 4 WOOD STUDS AT 16" O,C. R-30INSULATION "SIMPSON", H 2.5A WITH' l0)-8D
NAILS (EVERY STUD)
' "SIMPSON" EACH
SEAT A24
WITH STUD
STRAP EACH STUD TO BOTTOM j '/2" DRYWALL INTERIOR IX8 CEDAR LAP SIDING WITH #12Xe
1 Od EACH SEAT JOIST TO STUD -- -
WITH "SIMPSON" SP4 WITH (6) - I '. SCREWS EACH STUD AT 16" O.C. -
2 X 4 WOOD STUDS AT 16" O.C. IOD NAILS OR "SIMPSON" H 2,5A R-13 INSULATION OVER #15 FELT OVER '/:" COX
WITH (]0)-SD NAILS (EVERY PLYWOOD WITH IOd NAILS AT 6'
;.,
STUD) O.C.PERIMETER AND FIELD
STRAP EACH STUD TO BOTTOM ; F/_4" THICK 3000 PSI CONCRETE _-L- _: 2 X 4 WOOD STUDS AT 16" O.C.
PLATE WITH "SIMPSON" SP4 2X4 WOOD BOTTOM PLATE ; SLAB OVER EXISTING
WITH (6) - IOD NAILS OR WITH X 3" LAG SCREWS AT - ' CONCRETE SLAB (POUR UP STRAP EACH STUD TO BOTTOM -
"SIMPSON" I3 2.5A WITH (10)-8D a 16" O.C. - t FLOOR SO LEVEL WITH - WITH "SIMPSON" SP4 WITH (6)-
NAILS (EVERY STUD) . ',:; , r --r-
- � 'EXISTING RESIDENCE F.F.E.} _ � 1 OD NAILS OR "SIMPSON". H 2.5A
+/- 4" THICK 3000 PSI CONCRETE , .LAP SEAT JOIST TO ANGLED . § WITH (I0)-8D NAILS (EVERY
SLAB OVER EXISTING - - A JOIST AND ATTACH WITH (3)- - STUD)
CONCRETE SLAB (POUR UP
v, P.T. 2 X 4 WOOD BOTTOM PLATE
FLOOR SOLEVELWITH
✓ 2X4 WOOD ANGLED JOIST- WITH 5/8" X 5 Vt" WEDGE
- EXISTING RESIDENCE F.F.E.} `$.�,:
t. _. (45DEG) AT 16" O.C. - ANCHORS AT 24"O.C.
•` "SIMPSON" LSTA24 WITH (18)- � _
tOd EACH JOIST TO BOTTOM \ \ \ �. t - EXISTING CONCRETE
PLATE ( WRAP UNDER BOTTOM i�- �/: tt'=r { �' ,) �. I. FOUNDATION -
'PLATEANDATTACHEACHSIDE �.
EXISTING OF JOIST) \
i ONCRETE �( =
FOUNDATIONP.T.2X4WOOD BOTTOM PLATE 1)1.51I1l��`�:
WITH 5/8" X 5 VV' WEDGE
ANCHORS AT 24" O.C.
TYPICAL WALL SECTION AT BAY FRAME nts... TYPICAL WALL SECTION AT OHD FILL-IN nts...
Omr�o
X 017
h 10
TJ
4�m1 Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit Planning & Development Services Department
Building
i9 VA e ' ' 2300 Virginia Avenue&FootP erge,Iations FL 34982 Division
462-1553
)0 Building Permit # Owners Name Applicant: B ( )
)U - Cert'f' t' f D •
)0
)0
10
10
10
10
10
10
Product
Opening textile
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment:
Nlrndons
+1J5,5_Q'%,(a
}/-JO
Cl15TVI1wi>.
l�cl:..�loa
rLAt4-1255,I
IttPatT
lOxlelS"LeiftA6k0,SGQPw 414.18"a,e,
Masons
N I P
Fixed Glass
Block Gloms
S lights
SIMin GW We Doom
Scat T Doors
t
+_
Ta,;ie"Teo
4ucvr.l'yt'Ar
FL-44 SD+ &,l
AID Y Ph' Ls wlfSF �" ".. +> $CgPw AC p r4 b, f.
French Doom
N tQ
Gars eDoors
Hurricane Protection
Root Ventilation
Roofing Material
.... - ,
CC
,•g5r!J4Q
Cd R
��
is
17-4414,
1414-
r.f
rg� FL,feN
err-t'
?,
11T/11
10
,6
1�
0
1 Ica Ion pr eslgn Load Compliance
Project Name: LOWERY GARAGE CONVERSION
Project Address: 4901 DROVERS RD. FORT PIERCE, FL
!. Permit #: Occupancy Type: R Construction Type: V
INSTRUCTIONS FOR USE,
e This certification must be completed, signed, and sealed by the design professional of record.
e 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 Addition
o Any accessory structure requiring a building permit
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 applvl
1. DESIGN CODE: Florida. Building Code 2017 Edition with 20 _Supplements using ASCE 7-10
6 VA
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
- - 3. Risk Category: _ I X 11 [I] Al Exposure Category: _ 8 X C_ D
4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 It
5. Mean Roof Height: 20 IT Roof Pitch: A 12 Parapet; N/A It
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft P 15'MRH, clearly label on all plan openings);
.Zone 1: N/A Zone 2: N/A Zone 3: N/A Zone 4: 35.5 Zone 5: 35.S Garage: N/A
N/A N/A N/A -38.5 -47.6 N/A
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:, N/A PSF
Dock: N/A PSF Deck: 40 PSF Stairs: N/W 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. ISA Continuous Load Path Provided? X Yes_Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: Z500 PSF Soil Test Reports Submitted?_Yes
DESIGN PROFESSIONAL CERTIF&ATIONSTATEMENT•
Icer
tify that, to the best of my knowledge and belief, the attached plans &specifications have been designed to
t comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
BOWDOIN G.HUTCHINSON 70878
Print Name Cert # & [0. Cert Auth.
BENCHMARK ENGINEERING
ON PLAN -
Signature, Date, and Seal 806 DELAWARE AVE. FORT PIERCE, FL
'SLCCOV Farm # D2U-12 Revised 3/15/12 (1Company Name & Address
5) - --
O
_ 1IL1- i0 t u on `I
Z_J�
Q
U. al•
TABULATIONS - @)
u�InzNEW LIVING AREA = 402 SQ. FT. ---- -- _ _ __ __- _-- .. _..------ 2
i �! •+ N V
1 EXISTING LIVING AREA 1221 SO FT
i C n
E
�5 •1G 1� W
TOTAL 1623 S . FT. �► y '3
Q YJL ++ J
O
C CL
- 0-
- fSi
E
i IT `� W !
Ilk 4) w
IS
t3 1�2 71pr
a
N
T 34 �jl'2e t Q f(EGT ® ;
000
hNL
yM: Ilk
a
n �10
C I U
all
a zt
Con
_ rA �S Ga1Ja/r
\ I IaNII r �►-ti Co�t,r. W
-- 1`1154
dh
O
rjc
nlsT J
IAP�IcsAovt� A�sb W
�� Ti�G o. IvY•Ly7 O 3� 1'ZePL.wc.lc
��t•�l>of.lE D. u •1� I: R.Q•I.•lE- I IJ !!P'1.1L 1'tcol.s
t
I - '•t _ I D -.�'t4 411- ) R NTY BUILDING
w FOR C DIVISION
I EDGY LI NC
PLANS AND PERM MU
E
c4R SITE OR NO INSPECTION BE KEPT ON .
(S) WILL BE MADL
' ttttyltllilll/I( lrlrllrr
`.`�,0�\ ••� NS���/tj'�4 SHEET NUMBER
of
r�BO-
E.
�ERINCi � ,�o' •..LoR • �. ,��
HIMUITCHINSiOn P.E. #70878 SStNA�
WINDOW DOOR / SCHEDULE
MARK
1
SIZE / DESCRIPTION
50' W X-60" H HORIZONTAL SLIDER WINDOW
APPLIED DESIGN PRESSURE (PSF)
+35.3/-47.2
2
50'W X36" H HORIZONTAL SLIDER WINDOW
+35.5/-47.6
3
36" X 80" S.C. DOOR
+35.3 /- 38.4
E
EXISTING DOOR OR WINDOW
N/A
A
32" W X 80" H H.C. DOOR
N/A
B
24"W X 80" H BI-FOLD DOOR
N/A
C
32" W X 80" H H.C. DOOR. -
N/A
D
32" W X 80" H H.C. DOOR -
N/A
WALL FINISH / INSULATION NOTES ELECTRICAL NOTES
1). INTERIOR TO BE'/," DRYWALL FINISH.
STRUCTURAL NOTES 1) ALL ELECTRICAL WORK SIIAL BE IN ACCORDANCE WITH THE NEC (NFPA 70)
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2): ALL INTERIOR GYPSUM BOARD TO BE MIN.'/,"THICK WITH (13 GAGE, 1 3/8 2014 EDITION.
2) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 3000 PSI COMPRESSIVE LONG,19/64" BEAD; 0.098" DIAMETER,1 'I/V LONG, ANNULAR -RINGED, 5D 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. COOLER NAIL, 0.086 DIAMETER, 1 5/8 LONG, 15/64 HEAD OR GYPSUM BOARD FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE
3) ALL LUMBER IN CONTACT WITH 'CONCRETE OR MASONRY SHALL BE NAIL, 0.086" DIAMETER, 15/8"LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS PERMANENTLY INSTALLED' LIGHTING FIXTURES SHALL CONTAIN ONLY
AND 12" O.C. FOR SCREWS.
PRESSURE TREATED. HIGH-EFFACY.LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED
3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS
4) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO TO BE HIGH-EFFACY LAMPS)
MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288 C 1325, C 1178, OR
INSTALATION OF HARDWARE IS NOT PERMITED. 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN
C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
5) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE L" CONDITIONED AND UNCONDITIONED SPACES.
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT
AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
5 PRACTICIES. ) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF
4) NOT L AND CEILING GREATER HAN 450 FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING
VERIFY_
5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE
CLASSIFICATION OF NOT GREATER THAN 200. DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE
6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL 7) PROVIDE BRANCH CIRCUIT ARC' -FAULT PROTECTION FOR ALL CIRCUITS
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS.
COMPLY WITH SECTION FRC316. 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-
7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL VOLT, SINGLE-PHASE"15 AND 20 AMP CIRCUITS SREVING: BATHROOMS,
CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF
1177, C 1178, C 1278, C 1395, C 13% OR C 1658 AND SHALL BE INSTALLED IN EDGE OF ANY SINK.
ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL
INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 BEDROOMS.
8)' INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL --
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT -TO EXCEED 25
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
[ ;.H II WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
It
PLUMBING NOTES:
GRADE D FELT PAPER (APPLIED LAST)
PROVIDE DEAD OF SEALANT'/<" 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING
[ If f FROM EDGE OF OPENING UNDER FELT 2) DW V PIPING SHALL BE SCHEDULE 40 PVC.
3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L
APPLY FELT TO EXTERIOR OF
OPENING AND FOLD FELT OVER JAMBS COPPER, CPVC, OR PEX.4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND
WINDOW OPENING WITHIN BLDG.
5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL
GRADE D FELT PAPER SILL PANNING BE APPLIED TO PH'ING LARGER THAN'/s" NOMINAL DIAMETER, PIPING FROM.. 3 # 3/0 THW IN 2" C
i iI (APPLIED 2m) WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE ELECT. SERVICE
{{ WRAP OVER ENTE;ESILL, OVER CONDITIONED SPACE PIPING FROM THE WATER HEATER TO THE
LAP SILL PANNING 4".PROVIDE , _
DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB,
BEAD OF SEALANT FROM EDGE
14
1111.
tk
BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS,
OF OPENING UNDER FELT PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. NEYtJ we �/
�+ 6 WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017
t "EP" .
GRADE D FELT PAPER APPRON (APPLIED 1ST) )
9"WIDECONTIIdUOUSLiNDERSILLPRCiVIDE ENERGY CONSERVATION. ,-
L, DEAD OF SEALANT'/a" FROM EDGE -- O
- #3 BARS X 12" LONG DRILLED OUT & EPDXIED
I{;+•' il OF OPENING UNDER FELT �✓ 220 1201� V
INC.WITH 6" MINIMUM EMBEDMENT@ 24" Q.C.
ALL AREAS ADJACENT TO EXISTING M BR 200A
�G - FOUNDATION MLO
a
4 yye- �(
EXISTING CONCRETE FLOOR
FOUNDATION
6" THICK 2500 PS CONCRETE 2 " 3a L Za SLAB OVER VAPOR BARRIER 3 # 3/0, #4, 2 C
[ fdPa ON CLEAN COMPACTED
/ f CHEMICALLY TREATED FILL #4 GU C�RND TIED
9� Ii 2" Ex�sY RND R
bw�\
7 01 A DRIVEN G OD
ro BLD� STEEL,
AND
xDETAH. tffi5
y4pZB. Aki?VED PI BL` ST1CI4 MAY BE USED INLIEUOF GRADE D FELT.
, ma sA4 ;. if •.
FLOOR REPAIR DETAIL NOTE: USE ALL COPPER WIRE.
b _ '.00ATED AT ALL AREAS REQUIRED FOR NEW PLUMBING INSTALLATIONS
RISE (4° ,. ELECTRICAL RISER / DIST. nts...
BOTTOM CORD OF
{� TRUSS
%2" DRYWALL (WALLS
U.
Q,
�u117
WN
C
J
tE
CA
N
N
W
'
0
W
is • E �.t to "®' i ;? !t ! 9.t '
AND CLG)
"OSES , ._
ORROOF ,I PER PLAN
.,
''III
L 00)(.4TDPPLATE
2 X 4 WD TOP PLATE OR
!i [
i
1 '/i" X 3 5/8" METAL
'
STUD TO TOP PLATE
��OWSAH4WITIH(10
�Iof
-
- J-�
RUNNER
{•{
I
1iC1h"NAILS
{ I!il[ll
1 i
yve��ns�N c g
`•�+,
('[
2 X 4 WOOD STUDS @ 24"
STRAPEACH STUD TO HEADER
GLADE D FELT PAPER
O.C.
.C. ,
iVITH "SiMPSOW LSTA 24 WITH (
! i
PROVIDE BEAD OF SEALANT "
"� - -
OR 1 '/2" X 3 519" METAL
IOd NAILS
�' !
FROM EDGE OF OPENING UNDER FELT
APPLY FELT
STUDS @ 24 O.C.
it
:
[
TO EXTERIOR OF
OPENING AND FOLD FELT OVER JAMBS
08L 2 X 12 WOOD BEAM WITH Ys"
I
1
I
1
PLYWOOD SPACER GLUEDAND
I�DOEiItOPEN113G
_
/2" DRYWALL BOTH
4
NAMEDWITH I0d NAILS AT 8" O:C:
STAGGERIDTOPAND B(4TTOM
Ij
I
SIDES (SEE WALL FINISH.
BOTH SIDES
NOTES FOR WALLS .
DOC1Jt OR WINDOWoPElirl3-
ADJACENT TO SHOWER"
.
FULL'LENGTRL2X4L WOOD STUDS
AND TUB).
it i
L"aSILL
HEADER STUDS2 X4 WOOD STUDS
I!I
(WINI)OWONLY)
!!!; •i
[
p,
�I
2X4 P . T. WOOD BOTT.
PLATE'
STUfJ3 AT 16"QC
STRAPEACHSTUDTOBOTTOM
i
ii II
-
OR 1 '/2". X 3 518" METAL
,
PLATE WTITI"SIMPSON" SPH4 WITH
(1t>)- ItAd NAILS
,
RUNNER W/ TAPCONS ,.
�
[i • ' iI
11
@ 24" O.C.
"= + •, _
P. 2 X 4 WOOD BOTTOM PLATE
ICI !; I
4 I1 tI
(1).518" WED(WANCHOR&X 8" .
CONC. FLOOR
_ ..ii
BMBEIA WITH 2" X 2" X 1/S"
WASHERS EACH 31D$ OF OPENING
AND24"O .C:
j
TYPICAL MTERTOR NON-BRG.. WALL DETAIL nts...
\ — ONCaETI;FLAIRIFOOTING
J
I3 WA aDs�
DETAII ms
TYPICaum DUAII._ �s
1 APPROVED PIE- AN D ISTIM MAY BE U_%0IN LIEU OF GRADE D FELT,
.
"",G• HUTC°6
o
,40 7o87 2rNp`
.Z
Ing
y�
F
�
BENCHMXR"K ENGINEERING..........
BOWDOIN G. P.E. #70878
riLE CON
FASTMERWVMSHER
SMMTE PANS....
UNDERA
ROOFING ATTACHMENT nts
PER NOA#17-0413.01 DP:-85.825
PANEL FASTENER: #9 HEX. HEAD WOODSCRE W, HEX -HEAD W/ SELF SEALING WASHER
IN THE RIB 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. AND6" O.C. ACROSS PANEL AT PANEL ENDS
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 ASTMD 226TYPEII 304 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 4 INCHES AT SIDES AND 6INCHES AT
ENDS, UNDERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TINCAPS AND 1'/-" ANNULAR
RING -SHANK NAILS, SPACED 6" O.C. AT ALL LAPS AND TWO STAGGERED ROWS 12" O.C. IN THE FIELD OF
THE ROLL. 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.
ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH NOA#17-0413.OIAND FBC 2017
.:>.... .._ _ ...y.
BENCHMARK ENGINEERIN
4G. HUTCHINS PZE 4
E
0,
V
cg
=Zu,Z
Gj
J
Q.
Q
Q
m
m,
E
Lu
1
w
:
�d
a
A
O
w
I
�r
O
3 I�
s4
a{
1 x:
a
�i
FILE GUPY;% I