HomeMy WebLinkAboutAlexandra Laboy Structural DrawingsROOF DESCRIPTION ARRAY AREA & ROOF AREA CALC'S
ROOF ROOF AZIMUTH RAFTER RAFTER ROOF MATERIAL ROOF AKE
TILT SIZE SPACING ARRAY ROOF AREA SOLAR
#1 24' 271' 2"X4" 24"O.C. ASPHALT ROOF # OF AREA AREA COVERED
SHINGLE MODULES (Sq. Ft.) (Sq. Ft.) BY ARRAY ATLANTIC KEY ENERGY LLC
(%) 7006 STAPOINT CT
NOTES 1 #1 1 30 504.97 989.84 51 STE B WINTER
1-ATTACHMENT SPACING @4 -0 PARK, FL 32792
+1 (407) 988-0273
2-SEE SHEET S-1 FOR RAIL TYPE
AND ATTACHMENT TYPE. 3E i 3R
— — — — — REVISIONS
O I I DESCRIPTION DATE REV
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REFER SECTION 3 OF SHEET NO. S1 CV I ��`GEL SOT ''''��
FOR ROOF ATTACHMENT SPACES I ��`P�'•�C•E NS'O'%!
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No. 84750 * = q Soto Mo a
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AATEOF
Date.
SIONA�E���''�� 2021.07.15
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— — — This item has been electronically signed and 1 5 • 1 7:2 0
sealed by Luis A Soto Moya, PE on the date and/
or time stamp shown using a digital signature.
Lf ■ Printed copies of this document are not consid-
ered signed and sealed. 041001
PROJECT NAME & ADDRESS
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(30) ENPHASE IQ7-60-2-US MICROINVERTERS W I
ROOF #1
(30) HYUNDAI HID-S315RG(BK) MODULES I ICI
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SHEET NAME
7_7ROOF PLAN &
3E I _1 ft3R MODULES
151-3" SHEET SIZE
11" 3'-1' ANSI B
11" X 17"
1 ROOF PLAN & MODULES HYUNDAI SHEET NUMBER
HID-S315RG(BK) S-�
S-0 SCALE: 1/8" = V-0" MODULES
STRUCTURAL NOTES
Project Name: Alexandra Laboy
Project Address: 4801 Silver Oak Dr Fort Pierce, FL 34982
Latitude: 27.377409
Longitude:-80.310924
Current Adopted Building Code: 2020 Florida Building Code, Residential, 7th Edition, Adopts
With Amendments: International Residential Code 2018
Occupancy/Risk Category
BASIC WIND SPEED (3-SECOND GUST):
Vult=160.00 mph
NOMINAL WIND SPEED:
Vasd=123.94 mph
INTERNAL PRESSURE COEF, GCpi =
0.18
Wind Exposure Category:
B
Importance Factor:
1
Ground Snow Load:
0.0 psf
Seismic Coefficient, Ss:
0.049
Seismic Coefficient, S1:
0.028
Live Load:
20.0 psf
Roof Height (Eave & Ridge):
15.00'
Roof Angle:
18.00 deg / Roof Pitch 3.9/12
Roof Zone(s):
1, 2e,2n, 2r, 3e,3r
Framed Module Type & Module:
Hyundai
Module Weight:
39.70 Ibs
Solar Module Length (in):
65.95"
Solar Module Width (in):
39.40"
Solar Module Thickness (in):
1.30"
Solar Module Area (SF):
18.04 ft2
Module Dead Load (psf):
4.0 psf
Total Module Quantity:
30
Roof Type:
Rolled Asphalt, Miami Dade/Broward County
SEE CLAMP DETAILS FOR MAXIMUM RAIL SUPPORT SPACING. SPACING BASED ON A ASCE 7-16, CHAPTER 29.4 WITH (yE=1.5 FOR FOR
EXPOSED PANELS)
ROOF ZONE
Load Description
Up
Down
Side
(psf)
Lateral
(psf)
Combination
0.61)+0.6Wup
D+0.6Wup
D+0.75(0.7E)
E
ZONE 1, 2e
Landscape Span=4.00'
Portrait Span= 4.00'
Panel Pressure
-43.44 psf
17.03 psf
1.28 psf
0.06 psf
Land-pe Panel Rail
Load
-71.321bs/ft
27.951bs/ft
2.10 lbs/ft
0.101bs/ft
Load/Clamp
-285.26 Its
111.821bs
8.41 Ras
0.411bs
Pomait Panel Rail Load
-116.79 Ibs/ft
46.791bs/ft
3.521bs/ft
0.171bs/ft
Load/Clamp
-467.171bs
187.171bs
14.08 Ras
0.691bs
ZONE 2n, 2r, 3e
Landscape Span= NA
Portrait Span= 2.00'
Panel Pressure
-66.30 psf
17.03 psf
1.28 psf
0.06 psf
Portrait Panel Rail Load
-182.191bs/ft
46.791bs/ft
3.52 lbsi
0.171bs/ft
Load/Clamp
-364.391bs
93.581bs
7.04 Ras
0.351bs
Panel Pressure
-80.02 psf
17.03 psf
1.28 psf
0.06 psf
ZONE 3r
Landscape Span= NA
Portrait Span= 2.00'
Portrait Panel Rail Load
-219.89 Ibs/ft
46.791bs/ft
3.521bs/ft
0.171bs/ft
Load/Clamp
-439.77 Its
93.58 Its
7.04 Ras
0.351bs
FLASHLOCK
-420.00 Its
468.00 Ibs
573.00 Ibs
172.00 Ibs
RT MINI zxa DF frz
-631.00 Ibs
878.00 Ibs
324.00 Ibs
473.00 Ibs
RT MINI OSB T16"THK
-477.00 Ibs
477.00 Ibs
355.00 Ibs
355.00 Ibs
ABASE COMP MOUNT QMNC-680.00
Ibs
1680.00 Ibs
1686.00 Ibs
1464.00 Ibs
SEE NOTE 1 ,
PORTRAIT ORIENTATION SHOWN
A ROOFTOP SOLAR PANEL PARTIAL P
PORTRAIT ORIENTATION SHOWN
-1 SC.:NTS
WIND SPEEDS, VOLT, FOR RISK CATEGORY II
T
MAN
N
Gable 7< Zeta < 20'
COMPONENT AND CLADING ZONE AREAS
SCALE: NTS
NOTE:
PANELS NOT PERMITT
BE INSTALLED ALONG
LANDSCAPE ORIENTA
ZONES 2n, 2r, 3e,3r
a=4'
ELEVATION
I certify that the PV panel modules mouting system is in compliance with the 2020 FBC with:
BASIC WIND SPEED (3-SECOND GUST): Vult= 160 mph
NOMINAL WIND SPEED: Vasd = 124 mph
COMPONENT AND CLADDING LOADS BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
CODE SECTION R324.4.1.2, ROOFTOP -MOUNTED PHOTOVOLTAIC PANEL AND ACCORDANCE
WITH ASCE 7-16 ROOFTOP MOUNTED SOLAR PANELS SECTION 29.4.4 FOR ROOFTOP SOLAR
PANELS PARALLEL TO THE ROOF SURFACE ON BUILDINGS OF ALL HEIGHTS AND ROOF
SLOPES. EXTERNAL PRESSURE COEFFICIENT FOR C & C OF ROOFS WITH RESPECTIVE ROOF
ZONING ARE DETERMINED FROM FIG 30.3-2B OF ASCE 7-16
Iso '' Luis A Soto
* No. 84750 * M oya
2021.07.15
STATE OF
15:17:39
4 OR ID
`` 04 00
This item has been electronicalkkkill4dlahEcefe& b by Luis A Soto Moya, PE on the date and/or time stamp shown using a digital signature. Printed copies of this
document are not considered signed and sealed.
DRAWINGS g
UNIRAC END NOTES
CLAMP
A QUICKMOUNT PV
ABASE
S-2 UNIVERSAL TILE
MOUNT WITH
L-FOOT
UNIRAC MID B
CLAMP S-2
SM
QUICKMOUNT PV
ABASE
UNIVERSAL TILE
MOUNT WITH
L-FOOT
SECTION
S-1 sc.NTs
I
EXISTING WOOD TRUSS
NOTE:
1. SEE ROOF ATTACHMENT SPACING SCHEDULE ON THIS SHEET.
2. PORTRAIT UPLIFT CAPACITY 113 PSF
LANDSCAPE UPLIFT CAPACITY 50 PSF
3. SEE PANEL MANUFACTURE RECOMMENDED DIMENSION
4. BILL OF MATRIALS ESTIMATED, VERIFY ROOF PLAN PRIOR TO INSTALLATION.
BILL OF MATERIALS
ITEM
DESCRIPTION
QTY
RAIL
SMX 14'
21
ATTACHMENT
QBASE
72
SECTION
SC.NTS
SEENOTEI 1'-0"MAX 2"
B CLAMP END
S-2 CLAMP
ROOF ATTACH MENT SPACING
ZONE
WIND
LANDSCAPE
PORTRAIT
UPLIFT
1, 2e
-40 PSF
4.00'
4.00'
2n, 2r, 3e
-52 PSF
NA
2.00'
3r
-63 PSF
NA
2.00'
ATLANTIC KEY ENERGY LLC
7006 STAPOINT CT
STE B WINTER
PARK, FL 32792
+1 (407) 988-0273
REVISIONS
DESCRIPTION
DATE
REV
Signature with Seal
DATE: 7/15/2021
PROJECT NAME & ADDRESS
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SHEET NAME
FRAMING PLAN SECTIONS
AND NOTES
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
S-1
THIS EDGE TOWARDS ROOF RIDGE
4X 0 .32 THRU
(CLEARANCE FOR
5/16" HARDWARE)
O
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oVNT P
1,-6„
FLASHING HEIGHT
(ITEMS 4 & 5)
OBASE (ITEM 2) AND
POST (ITEM 6)
QUICK MOUNT PV QBASE MOUNT
S-2 SC.NTS
ITEM NO
DESCRIPTION
1.
CAP SCREW, HEX HEAD, 5116'.18X314"UNC-2A, GRADE 8, MAGNI
2.
QBASE,1-114' ID, FOR 5116' HARD WARE, A360 C AST AL
3.
LAG SCREW, HE X HEAD, 5116' X 3", ZINC
4.
FLASHING, CONE, 18718'X.032", 3003 AL, MILL
5.
COLLAR, COUNTER FLASH ING, 1-114-ID EPDM
6.
POST,1-114" OD X 3.114', 6063-T516063-T6, MILL
7.
WASHER,SEALING, 5116" ID X 1414' OD, EPDM BONDED SS
B.
CAP SCREW, 5116'48 X 1' UNG2A, NYLON PATCH, WIC APTIVE WASHER, 1100, 1 A SS
BONDING SPLICE BAR
C3
O O
0
UNIVERSAL AF
MID CLAMP
7
TYPICAL SPLICE BAR DETAIL
EAD
'ERSALAF f ® CUTTING CREWSRINC INCLUDED
CLAMP UNIVERSAL AF UNIVERSALAF
END CLAMP MID CLAMP
f
0
R
B UNIRAC UNIVERSAL AF CLAMPS
S-2 SC.NTS
TYPICAL EXPANSION JOINT DETAIL
,DOTE THAT ONLY 1 SCREW IS
USED AT AN EXPANSION JOINT.
THE SPLICE BAR DOES NOT BOND
ACROSS AN EXPANSION JOINT.
SEE INSTALLATION GUIDE FOR
INSTRUCTION
UNIRAC TYPICAL EXPANSION AND SPLICE JOINT
S_2 SC.NTS
`\ 0''Ell Iso''''�% Luis A Soto
,`J�� • ��C E NSF• 0�, M o d
* ,• • No. 84750 ••
,z 2021.07.15
SOx,TATE 15 : 17 : 5 0
F�•
This item has been electronically signed and sealed by Luis A Soto Moya, PE on the date and/or time stamp shown using a digital signature. Printed copies of this
document are not considered signed and sealed.
UNIRAC SOLAR MOUNT UNIVERSAL INSTALLATION PLAN
1. ELECTRICAL PLAN IS SEPARATELY SEALED DOCUMENT.
2. THERE SHALL BE PC MODULE TO RAIL MOUNTING CLAMP AT EVERY/RAILCROSSING POINT WITH A MINIMUM OF 4
CLAMPS. SEE CLAMP DETAILS FOR MINIMUM CLAMP SPACING FOR EACH ZONE. FOR CLAMPS ANCHORED TO EXISTING
TRUSS WITH SPACING GREATERTHAN THE EXISTING TRUSS SPACING CONTRACTOR WILLADD NEW SOUTHERN PINE
2X4 BETWEEN TRUSSES AND NAIL WITH 2-16D NAIL PATTER AT EACH END OF WOOD TRUSS.
3. PER MODULE ADJOINING MODULES SHALL SHARE MID CLAMPS.
4. PV MOUNTING RAILS SHALL BE INSTALLED PERPENDICULAR TO ROOF FRAMING.
S. THERE SHALL BE A MINIMUM OF TWO RAILS UNDER EACH PV MODULE. ADDITIONAL RAIL MAY MID ADDED AS A
OPTION TO INCREASE CLAMP SPACING
6. RAILS SHALL NOT CANTILEVER BEYOND OUTSIDE OF END ROOF ATTACHMENT MORE THAN V-O"
7. RAILS SHALL ATTACH TO ROOF THRU L-FEETAS SHOWN. L-FEET REQUIRE FLASHING OVER ATTACHMENTS LAGGED INTO
ROOF FRAMING, E.G., UNIRAC SOLAR MOUNT, UNIRAC FLASH KIT, OTHER ACCEPTABLE TO AHJ.
8. ALL FLASHINGS SHALL BE INSTALLED IN A GENEROUS BED OF FLORIDA PRODUCT CONTROL APPROVED (PCA)
POLYURETHANE ROOF SEALANT. AND, SHAL COMPLY WITH SEALANT COMPLIES WITH ASTM C920-18 STANDARD
SPECIFICATION FOR ELASTOMERICJOINT SEALANTS.
9. LONG-L-FEET & OR STANDOFFS ARE PERMITTED AS NEEDED FOR ROOF CLEARANCE.
NOTES:
1. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION)
REQUIREMENTS. ALL BOLT APACITI ES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF
TRUSS AS EMBEDMENT MATERIAL.
2. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR
TO PILOT FILL ALL HOLES.
3. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO MANUFACTURER MANUAL FOR ALL
ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SOLAR SPECS.
4. ALLALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-15 UNLESS OTHERWISE NOTED.
5. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED.
6. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
7. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING
CODE (6TH EDITION) OR LOCAL GOVERNING CODE.
8. INSTALLATION OF MODULES SHALL BE LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE 3 REQUIRES SITE SPECIFIC
STRUCTURAL ENGINEERS APPROVAL
9. PV PANEL SUPPORT DESIGN IS BASED ON TRUSS AND OR RAFTERS SPACED AT A MAXIMUM SPACING OF 2'-0".
INSTALLER WILL INSPECT ROOF TRUSS OR RAFTERS VIA ACCESS THRU THE ATTIC AND VERIFY THE CONDITION OF
THE STRUCTURAL ELEMENTS FOR SPACING, CORROSION, CRACKS, OR DETERIORATION. CONDITION OF
CONNECTIONS BETWEEN STRUCTURAL ELEMENTS WILL ALSO BE VERIFIED FOR CORROSION.
ATLANTIC KEY ENERGY LLC
7006 STAPOINT CT
STE B WINTER
PARK, FL 32792
+1 (407) 988-0273
REVISIONS
DESCRIPTION
DATE
REV
Signature with Seal
DATE: 7/1512021
PROJECT NAME & ADDRESS
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SHEET NAME
DETAILS
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
S-2