HomeMy WebLinkAboutBUILDING SITE PLANS-G-e-n-e-r-a-t--N-o t e-s
1. SUBSTRATES TO BE A MINIMUM 15132"
PLYWOOD OR 26go. OR 0.024" METAL
DECK
2. DO NOT OVER TORQUE FASTENERS IF
FASTENER STRIPS OUT THROUGH
SUBSTRATE. RE -FASTEN WITH ANOTHER
FASTENER W/IN 1 "
SCOPE OF WORK
1. REMOVE ALL BENTS FROM. ROOF.
2. EXISTING ROLL ASPHALT TO REMAIN.
J. LAYOUT & FASTEN P.T. WOOD
BLOCKING, STAGGERING JOINTS:
4. LAYOUT 1 112" EXPANDED POLY
INSULATION SHEET W/ MIN. (4)
SCREWS & PLATE PER SHEET.
5. ROLL OUT TPO MEMBRANE.
6. LAP MEMBRANE PER MANUFACTURER
Z INSTALL NEW MEMBRANE, MECHANICALLY
ATTACHED
8. HOT AIR WELD ALL SEAMS
9. FASTEN EDGES OF MEMBRANE W/ RAWL
GALVALUME OR EQUAL EDGE TRIM.
10. REINSTALL ROOF VENTS.
ALL WORK IS TO BE IN ACCORDANCE W/
THE FLORIDA BUILDING CODE 2017 AND
THE 2017 FBC EXISTING BUILDING
LEVEL 1 ALTERATION ASCE 7-10 FOR UP
TO 170 M.P.H. WIND LOADS, AND LOCAL
CODES BY LAWS AND REGULATIONS WHERE
THESE TAKE PRECEDENCE BY ASCE 7-10
CALCULATIONS
• 170 M.P.H. WIND LOADS OR LESS
• C EXPOSURE
• RISK CATEGORY - TYPE II
• STRUCTURE NO MORE THAN 15' HIGH
ROOF MEMBRANE FASTENING DETAILS AS
TESTED BY ASTM 108 (UL 1750) FOR FIRE
RESISTANCE UPLIFT PER FM445014470
WIND PRESSURES ARE C&C BASED ON
EFFECTIVE WIND AREA OF ROOF MEMBRANE
SIZE (S F)
COMPONENTS AND CLADDING
ROOF ZONE
a0l"
6001
CONCEALED FASTENERS OR ATMCHVEgrl•
ARE THE RESPONSIBILITY OF THE
ei)MMCTOR OR RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COA4PLY WITH ALL APPLICABLE CODES.
ST. LUCIE COUNTY BUILDING D'IVV N
REVIEWED FOR C PLIANCE
REVI D Y 6
DATE
PLANS AND PERMIT MUaT BE P �� �7�0®
SITE OR NO INSPEC`TIBN(S)
IIIIIIIII
-67.8psf---------------------1-67.8psf
I I
----- L -----
2 I 1 I 2
45.3 psf i 41.1 psf i 45.3 psf
j MONO ROOF j
3 '
j 3
;9.2 psfj
1-89.2 p
1
2 1 -41.1 psf
I 2
6.4 psfl
I
146.4 p
I
1
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1
N 2 Ji 44.3 psf
1-89.2 1)
ROOF PLAN
SCALE: 1 /8` = 1'-0"
FILE 'COPY
"Design
Wind Pressures (asd) for Component & Cladding (PSF) MONOSLOPE
Wind speed (mph) 170 Exposure Category C
Flat roof between 3 & 10
degrees
Tributary Area
[sf]
Roof
Zone 1
Zone 2
Zone 3
Zone 2'
Zone 3'
POS
NEG
POS.
NEG
POS
NEG
NEG
NEG
10
16.00
-41.10
16.00
-47.50
16.00
-53.50
-57.09
=89.16
20
16.50
=41.10
16.50
-46.40
16.50
-57.10
-56.02
-78.47
50
17.53
-41.10
17.53
-45.33
17.53
-50.70
-54.95
1 -67.78
100
18.60
-41.10
18.60
1 -44.26
18.60
1 -44.30
-53.88
1 -57.09
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4315 53RD AVE E, 13RADENTON FL 34203
O TEL (941) 365.19001 FAX (888)365-4041
_ DEREKOAPEXENGINEER.COM/
JEFFLZAPEXENGINEER.COM
Renovations foY:
10725 S Ocean Dr. Lot 303
Jensen Beach, FL 34957
Date: 08-02-18
Job No.: 18-460
Drawn by: GKK
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SCHEMATIC ROOF PLAN
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FILE COPY
MEMBRANE (TYP.)
FPAj 2534-Rl0
TOP INSULATION LAYER I N-11 IB ROOFING SYSIEIA
ROOF DECK
ATTACH/MEMBRANCE
FASTENERS
MOP
(ps�
MINIMUM 15132" APA RATED COX
PRELIM. ATTACH / 1B SINGLE PLY
1B 112 OR /B HEAVY DUTY FASTENERS
5-PLY PLYWOOD ATTACHED AT AWX
ONE OR MORE LAYERS ANY TYPE
114 WO /B 2• G4LVALUME WBED
-37.5
24' SPANS
PLATES
In
N
3 Consulting Engineers PL
DEREK W NEWCOMER, PE #69010 `0
JEFFREY L. VOGEL. PE *81235
4315 53RD AVE E, BRADENTON FL 34203 `
O TEL (941) 365.19001 FAX (888)365-4041 U
DEREKC#APEXENGINEER.COM/
JEFF@APEXENGINEER.COM
Renovations for:
10725 S Ocean Dr. Lot 303
Jensen Beach, FL 34957
Date: 08-02-18
lJob No.: 18-460
Drawn by: GKK
I Scale. AS NOTED
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(2) 112 SCREWS w/ MIN. 6'2" EMBEDMENT
-®-EVERY—STANDING—SEAM-6O.C-.—MAX-
MIN. 1 "x4" WOOD P.T.
7ERMIN47/ON BAR 7PO MEMBRANE
PION SCREWS
OPTIONAL DRIP
EDGE NAILED INTO SUBSTRATE
WOOD NAILER
WALL
I-
(DFDG DETAIL
ALF: N.T.S.
EXTEND 7PO MEMBRANE FOR FLASHING 12"
MAX ATTACHED @ END w/ 1 " SCREWS
EVERY STANDING SEAM
TERMINATION BAR
11OxP/Z" SCREWS
6" O.C./4" O.C. 3'� ,
FROM CORNERS,
CAULK AS NEEDED
M EfAL PAN
OPEN PAN EDGE OR BOX GUTTER
1/2"
MIN.
SEALANT TO UNDERSIDE OF BOOT
ATTACHED TO ROOF
7PO UNSUPPORTED RASHING--,
7PO MEMBRANE
PLYWOOD
r
L
,VENT STACK ROOF PEN
(2) 112 SCREWS w/ MIN. i/Z" EMBEDMENT
® EVERY STANDING SEAM 6" O.C. MAX
MIN. 1 °x4" WOOD NAILER
�7PO MEMBRANE
DGE DETAIL FOR METAL PANS
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O TEL (941) 365-19001 FAX (888)365.4041 . O
DFRFK(-APFXF.NGINF.F.R.COM /
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PLYWOOD
,TION DETAIL
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FILE COPY
Renovations for:
10725 S Ocean Dr. Lot 303
Jensen Beach, FL 34957
Date: 0 —0 —1
Job No.: 18-460
Drawn by., GKK
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