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8118 BEVERLY BLVD 2023-06-26
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8118 BEVERLY BLVD 2023-06-26
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Last modified
6/26/2023 2:27:37 PM
Creation date
6/22/2023 6:12:55 AM
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Address Document
Street Name
BEVERLY BLVD
Street Number
8118
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3 4 6 <br /> ❑L <br /> ROW LENGTH <br /> E <br /> P <br /> PV MODULE QUANTITY _ <br /> RACKING PROVIDER <br /> APPA <br /> SOLAR RACKING <br /> 67, 20-345 COUNTY ROAD K <br /> RIDGEVILLE CORNERS,OHIO 43555 a <br /> (P) 419.267.5280 <br /> (F)419.267.5214 <br /> WWW.APALTERNA TIVES.COM <br /> RACKING TYPE <br /> IN 111 lik IN Ila id <br /> ARWYAW <br /> A D I S T R I B U T I O N <br /> ANCHOR(POST)SET QUANTITY STRUCTURAL ENGINEER OF RECORD <br /> D MAX CANTILEVER <br /> - - - - - - - - — — — — — — — — — — — — — — — — — — - - - - — — — — — — — GROUND <br /> sschi�ecos a engineers <br /> NOTES:MAX CANTILEVER, C, MEASURED FROM EDGE OF PANEL TO POST CENTER. ❑S <br /> MAX SPAN, S, MEASURED CENTER-TO-CENTER. 360 W.DUSSEL DR. <br /> C & S DIMENSIONS FROM STATE LETTER AND REQUIRED SITE DESIGN CRITERIA. MAUMEE,ON 43537 <br /> POST QUANTITY, A, AS REQUIRED TO SATISFY DIMENSIONS C & S, ROW LENGTH, L, & PANEL QUANTITY P, PER TABLES IN STATE LETTER. IMAGE REFERENCE ONLY. NOT INDICATIVE OF REQUIRED QUANTITIES OR DIMENSIONS. P1 419.725.7161 IFI 419.725.7160 <br /> D1 ELEVATION VIEW (FRONT) 30e PROFESSIONAL SEAL/ETAMP <br /> SEE <br /> APPROPRIATE <br /> STATE STAMPED <br /> PARTS LIST D3 Al CERTIFICATION <br /> DOCUMENT/S <br /> ITEM DESCRIPTION SHAPE DIMENSIONS(IN.) DETAIL 5.40 5.30 <br /> 1 LOWER ANCHOR PIPE 2.2 Cl/S.20 <br /> 2 UPPER ANCHOR-FRONT PIPE 1.9 Bl/S.20 <br /> 3 HARD BRACE PIPE 1.66 C2/S.50 --- <br /> 4 EAST/WEST PURLIN STRUT 1.625 x 1.625 D2/S.30 ^� <br /> 5 NORTH/SOUTH CHORD CEE 4.5 x 1.188 E3/S.30 <br /> C 6 UPPER ANCHOR-REAR PIPE 1.9 Al/S.20 <br /> 7 CABLE BRACE-FRONT/REAR CABLE 0.156 B2/S.50 <br /> I I � <br /> I I Q <br /> I I U1 <br /> I I O <br /> � U M <br /> FRONT (SOUTH TYP.) 110 5/8" <br /> a <br /> D1 1 j I I rc <br /> S.40 L--------------------J <br /> 3/4" 31 <br /> TYP. GAP S.40 <br /> PV MODULES REMOVED FOR CLARITY. <br /> 30' B4 PLAN VIEW — 30' <br /> B <br /> o 4 6 88 1/2"o <br /> 0 <br /> o Q - <br /> � III <br /> A3 A4 - <br /> 5.30 5.30 <br /> e 1 i SHEET REVISIONS <br /> € <br /> 801, I 1 <br /> as/u�/zoneATE o <br /> $ 42 3/8" 2 - - <br /> 30" 3 <br /> 1 B4 <br /> APPROVED <br /> s <br /> 6" <br /> — — — — — — — — — — DRANK RENEWED APPJDROIVED SIZE Z <br /> a A _ _ _ _ _ _ _ _ _ _ _ _ _ 1 I _ _ _ _ _ _ _ _ GROUND <br /> NF JR D <br /> £ 80" SHEET NAME <br /> RACKING OVERVIEW <br /> 7 Dso 30' TILT <br /> g <br /> NOTES: PV MODULE & MODULE RELATED DIMENSIONS THIS DETAIL ARE MAX ALLOWABLE. SEE STATE LETTER FOR FURTHER INFORMATION. PROJECT NUMBER <br /> s ADDITIONAL DIMENSIONS ARE NOMINAL FROM LEVEL GROUND. SEE NOTES SHEET FOR TOLERANCES. RRD18US-001 <br /> Al PROFILE VIEW — 30e A4 ELEVATION VIEW (REAR) — 30e DRANNGNUMBER RE w <br /> S.13 A <br /> 2 3 4 5 6 <br />
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