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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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2 4 <br /> ROW LENGTH <br /> E <br /> P RACKING PROMDER <br /> PV MODULE QUANTITY <br /> SOLAR RACKING <br /> 20-345 COUNTY ROAD X <br /> RIDGEVILLE CORNERS,OHIO 43555 a <br /> (P) 419.267.5280 <br /> (F)419.267.5214 <br /> WWW.APALTERNA7IVES.COM <br /> RACKING TYPE <br /> ANCHOR(POST)SET QUANTITY READYRACK <br /> MAX CANTILEVER D 15 T R I B U TI 0 N <br /> STRUCTURAL ENGINEER OF RECORD <br /> D _ — — — - - _ — _ — _ — _ — — GROUND nun <br /> 01 L <br /> MAX POST SPAN-EAST/WEST etthitetts den <br /> gineets <br /> NOTES:MAX CANTILEVER, C, MEASURED FROM EDGE OF PANEL TO POST CENTER. <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,OH 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. IPI 419.725.7161 IFI 419.725.7160 <br /> D1 ELEVATION VIEW (FRONT) 20° PROFESSIONAL SEAL/STAMP <br /> SEE <br /> APPROPRIATE <br /> STATE STAMPED <br /> PARTS LIST D3 Al CERTIFICATION <br /> DQQUMENT/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 B1/S.20 ---� --------------------� s <br /> 3 HARD BRACE PIPE 1.66 C2/S.50 <br /> 4 EAST/WEST PURLIN STRUT 1.625 x 1.625 D2/S.30 1 <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 I I AO <br /> 7 CABLE BRACE-FRONT/REAR CABLE 0.156 B2/S.50 1 1 Z W O <br /> 1 1 � <br /> 1 1 Q <br /> I co <br /> 1 1 C_ �^ <br /> 1 1 = U W <br /> 1 1 � <br /> 1 1 <br /> FRONT (SOUTH TYP.) <br /> 5 I --- L--------------------J <br /> Bl <br /> J� S.40 <br /> -- — PV MODULES REMOVED FOR CLARITY. <br /> D1 B4 PLAN VIEW — 20' - <br /> BN9' '51�OPP s.ao 85 5/8" ~ <br /> Al 5 71 1/2" <br /> D <br /> � Q - <br /> • <br /> 0 <br /> 20° C� <br /> 0 6 A3 A4 <br /> e <br /> 5.30 <br /> 1 12' 5.30 <br /> SHEET REMSIONS <br /> DATE <br /> 80» <br /> r__4 <br /> I <br /> 42 3/8" <br /> I <br /> 30^ 3 <br /> LZ <br /> 1 B4 <br /> 'k-- . s.2o APPROVED <br /> 5 6" <br /> I I GROUND DRAWN RENEWED APPROVED SIZE <br /> A - - - - - - - - - - - - - - __ - - - - - - - - - <br /> NF JR JDI D <br /> 80„ D 4 SHEET NAME <br /> a s.so RACKING OVERVIEW <br /> 20° 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 — 20° A4 ELEVATION VIEW (REAR) — 20° DRANNGNUMBER JA <br /> S.11 p <br /> 2 3 4 5 6 <br />
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