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PLANS ... ~ NORTH LINE OF LO T 1 100.0' ti ~ 1.0... o C C ~ to c ~ ~ 0) .... C\j ~ . I ~ o ~<.9t~. ~. V'C:. ~~"" .., /' <<'.J- CONC. ~4, #;~ >t~ . . <?'" o",'5.o~ ~'\ ~'\ 4.8' 100.0' PLA T 100. 15' SURVEY ~~o <.9~t~. ~. V'C:. ~~"" .., .....<".1- 100.0' PLA T SURVEY 100.15' o /'!i -f. N.E. 4 TH A VENUE - - - I J / PA VED {POLE CERTiFIED TO: THE COMMUNITY CARING CENTER OF BOYNTON BEACH, INC. GATEWAY TITLE AND ABSTRACT COMPANY, INC. EAST COAST FINANCE & MORTGAGE CO., INC. @ COPYRIGHT 2000 O'BRIEN, SUITER .t O'8R/fII, INC. 11'-0" ~:.l~ ~~'o\v ~ ~~ ' r)c<~L-~ t~\\ ~ V- ~~,~ ~~~~ ~~ :T~ €}(.. \~ ~ \ N' ;;:... ~ 2..,\ \ ~.!l2."~" ~ ANCHOR TO EXISTING STRUCTURE WITH (2) BRACKETS, USING ANCHORS PER ANCHOR SCHEDULE BELOW. BRACKETS MAY BE SPACED AS NECESSARY, BUT REASONABLY BALANCeD ACROSS AWNING WIDTH. ~3 p....jJ~v->~ ~ .... S ~ f i u 'f <C lD 1: Ql U '" .e .. u ~ ~ ~ u .. 8, .., ~ ~ ~ ~ f . j g> ~ f ~ u .., ~ ~ ~ N ;:. ~ ~ i a: .9i e ! 9> J u- ti Ql '0' ~ u; eXISTING ROLLOUT AWNING ANCHOR SCHEDULE: TO CONCRETE TIE-BEAM: (2) 1/4" x 1-3/4. EMBED TN PER BRACKET, WITH MIN 2-1/2. MIN EDGE DISTANCE. TO 2x WOOD TRUSS TAILS: (2) 1/2" x 4" LAG SCREWS BRACKET, WITH MIN 3/4. EDGE DISTANCE (CENTERED: NOMINAl2x lUMBER). ~snNG STRUCT7 ANCHOR TO EXISTING STRUCTURE wr (5) BRACKETS, USING ANCHORS PER ANCHOR SCHEDULE. BRACKETS MAY f SPACED AS NECeSSARY, BUT REASONJ BALANCeD ACROSS AWNING WIDTH. EXISTING ROLLOUT AWNING ~ ~\ 1/8" = 1'-0" PLAN VIEW SITE PLAN ~ ~L\ A vJrJ 1',.Jj Iii . ~I I