HomeMy WebLinkAbout37087-Zi I I
PHOTOVOLTAIC
MODULE (TYP)
5UNFRAME (TYP)
FASTENER REQUIREMENTS:
GROUND MOUNT BRACKET PITCH 7:12 (30 BEG)
OVERALL ARRAY DIMENSIONS: 39'-5" x t 3'-9"
TOTAL ARRAY AREA = 493 5F
WIND LOAD: ABCE 7 (BEE CALCULATION5 THIS SHEET) 41.5 PBF
TOTAL UPLIFT = 4 I .5 PBF x 493 5F = 20,452
22,500 5F
ffABTENER:
HILTI HIT RE 500 EPOXY ADHESIVE ANCHOR 4.2.G:
DIA. 3/4", EMBEDMENT DEPTH g-3/4", f'=2,000 PSI
ANCHOR TENSILE STRENGTH = 8,g70 LB.
I 2,g I 5 LB5 ea.
MIN, NUMBER Off LAG BOLT5 RE@. -- 22,500 / B,gTO
3 ANCHOR5 MIN. REG. (SYSTEM WILL USE
THE PV SYSTEM HA5 BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR
BUILDING AND OTHER STRUCTURE5 OF THE ABCE
Wind Load Calculahon:
ABCE 7-05: Partially Enclosed Bulldln,~ Design (Assume Worst Case)
Low R~se Buflcfln,~; h<--GOEr: Mean Hel,~ht; h=3Oft
I. Dmechonahty Factor: i(d per Section G,5.4.4, (Table G-G): I%d=0.85
2. Impodcance Factor: per 5ecl;ion G.5.5, (Table G- I) Catagory II;
3. Velocity Pressure Coefficient;: Kb per Sect;ion G.5.G.4
(Exposure Ca'cagory C per G.5.G (Table G-3);
4. Topographic Factor: Fct per Section G.5.7 (Long Island); I%zt= I
5. Gust Factor: G per G.5,8. I, G=0.85
Exposure Classification: per 5echon G,5.9 = II
7. In'cernal Pressure Coefficient: GCp~ per 5ecbon G.5. I I. i, Table G-5; GCp~=0.55 (APPROX. 125 MPH WIND) WIDEN INSTALLED A5
8.
8,$60 W SYSTEM SIZE ~
MODEL 5PR-320 5UNPOWER 320 WA~ EA.,
4 I///MODULE, 6 I .39"L x 4 I . 18"W x I . I 8"D (2.3#/5P)
,,
2 x~ Dou~lars Fir ~2 (~P)
~ 38' O" ,
mLAN (TOmV EW) , [
SCALE: i/4" = ILO" r
/ INSTALL POST BASE CONNECTOR5 (5Y5~EM WILL USE
/ ANCHORS) (~PICAL) t
PLAN NON
SCALE: I/4 = ILO"
G: ANCBOR
ea., SHEAR =
~C t8,G70 LB5 = ~~
.~ .. ~.... ~:.., .... .~ ~~ ~ IN J J NAILA5 PER MFG.
~ BUILD NG ~EVIEW NOTE
CO N C R~TE 5 LAB 5 ECTI 0 N *O~T ~A~ CO~.:C*O* D:TAI'~ --
' ~$CALE. 5CALE = NONE ~ / DOCUMENT FOR MINIMUM ACCEPTABLE P~N ~UBMITTAL REQUIREMENT5
.... PHOTOVOLTAIC MODULE 5ECT ON COMP[IANCZ WITH THAT CODE THAT R~SPONDIBILIW 15 GUA~NTEED
~ ~ ~ ,0 ~ UNDER THE ~RAL AND 51GNATURR OF T~B 5TATE OF N~W YOR~ UCENS~D
DESIGN PROFZSSIONAL OF RECORD, THAT SEAL AND 51GNATU~ HA5 ~B~N
INSTALLATION
GUIDELINE5
PER
MANUFACTURE'5 REQUIREMENT5 5UN ~IL 15 DESIGNED AND WAR~NTRD BY THE CO~FOR~S WITH ~ASONABLE STANDARD5 OF P~CTICR AND WITH VIEW
REQUIRED BY TIdE MAUNUEACTURER.
NOTE:
Modules and panels and any mounhng hardware provided
shall withstand, w~thout evidence of structural or
mechanical failure, I .5 times l:he design load when tesl:ed
as speofled below. The design load is to be 30 psf
downward(posltwe) or upward (negative) All glazing
members shall be of such strength to wd:hstand these
loads. The modules, panels and any mounting hardware
shall be facl:ory tested under these loads for a period of
30 minutes (Downward $ upward forces shall no'c be
apphed s~multaneously.
THE PHOTOVO[IAIC MODULE ~Y~TEM INCLUDING UPLIffT ¢ 8HEAR
CLIMATIC is GEOGRAPHIC DESIGN CRITERIA - TABLE R3O I .2(I )
SUBJECT TO DAMAGE DY'
GROUND
5NOW
LOAD
20 PBF
5peed
(mph)
MOD TO
HEAVY
WINTER
DEDIGN
TEMP
NA
FLOOD
BAZARD5
External Pressure Coefficient: GCpf per Section G.5. I
GCpf=0.80
9. Velocity Pressure; qb per Section G.5. I O:
qb = (0.0025 G)(r\h)(Kzt)(Kd)(V ^ 2)(I)
qh=(O.OO25G)(0.98)( I )(0.85)( 120 A 2)(I)
qh=30.7
I O. Design Wind Load per 5echon G.5. I 2
p=qh(GCpf-GCpi)
p=30.7(+0.80+0.55)
p=30.7( I .35)
p=4 I .5 psf
.2. I, E~gure G- I O;
rh
I~! ~. z
Ox/
',J . IZ~
~._< I,,I
Bd
I
5cale: A5 5HOWN
~1~30
5heet No.
I