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1668 MARITIME OAK DR - TRUSSES OFFICE COPY 37-11-00 3-0090 -.31.11-00 3.0000 3-00-00 13 I N N 411;Ir ! g I g g ! g g g j QQ LL �m I is swl s 'IA iie All V N N 4111 a 1 J 1 Li a Si C ���� ���1� ; F07 2 ------- -- -------- I411 ' � i .. .4. , F07 iii ..1.o 1i6 '.• r�■��i...._-.14m-1� ■■�� 1 � i'} ii .- F07 2 *.o>s 3 TOO I' F06 1 i.u r.o>s % 2-0600 • 1,026 41 ' II FOB 2-0090 2■ " , g -.8- 347.12 Ii Fos 2-0000 Tt5 ..- I th 'ID - - __-- -_-- - 0,05111 As FOB \' �� 2 O5 $ 24600 E. m�� -E�O5111 _ �_ ® 2-00.00 III 2 �.pI � =2-0400 __-_ _ ��III= F00 2 III _ F01 III 2 ,,. I � i 111 2 ' pl . y 8 8 8 8 8 8 8 c 'X �/® .I W W @ a W .W ~ ~.1 -12 1 0 Fm 04 ..AK% A////%0MMIKiii∎Bill'//Ii GIMKO i//:I///i'%///.I / /Am,II av//I..%//i':I///.i1� 4_ N - 2 1 \ F01 Y i N 3.0-00 34-11-00 34040 37.11-00 2nd Floor Connector List Manuf Product Qty USP JUS24 1 USP THD26 6 USP THD28 6 SECOND FLOOR LAYOUT SCALE: 1 /411 = 1 1011 ..,c2,,., BCS BUILDING COMPONENT SUPPLY, INC. 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 ❑: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS 56-11.00 ■ // ' 20' - 7" F18 _______ _ � R R c 1_1 um;�∎lam ��IM��I[ ..� ,..•..•....• g d 8 8 8 -8 8 8 I I„ _ _ I 1 gQgQ �1! _ _ EN N N N N N N �� ■TM U 11 . ��. UUi $ THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. I�I�� ! These trusses are designed as ;MI El p IS incorporated individual building into the com building design onents to be at F14 i the specification of the building designer. See individual design sheets L �' for each truss design identified on the F13 {{ 4 �. placement drawing. The building I�-- I I 1 $ designer is responsible for temporary ,� �01It and floor ystembracing of overall and LL II 10'0 III structure. The design of the truss ,2FG03 FT01YI support structure including headers, 1O° 1 ; ' II beams, walls, and columns is the F107hi' responsibility of the building designer. °O° III For general guidance regarding m t bracing, consult"Bracing of Wood — >a Trusses" available from the Truss Plate FTO1 III Im Institute, 583 D'Onifrio Drive: Madison, F101 III WI 53179. ni ui ATTENTION. _ _ _ °�a Refer to truss layout and engineering II documents that arrive with delivered NMI N LL N '•in field trusses.lir II Unless noted otherwise, all beams are LL TII„ by others. 1.■.1=1.......1 - _ ' REVISION DATE CHECKED BY 00/00/1 5 34-11-00 19-0000 CLIENT TOLL 58-11-00 BROTHERS SUBDIVISION ATLANTIC BEACH Truss Connector Total List HERITAGE Manuf Product Qty USP MSH422 1 1 MODEL STONEBROOK USP THD26-2 1 USP THD46 8 ELEVATION COASTAL DRAWN BY LOT # RAs DATE FIRST FLOOR LAYOUT 124 1 0/06/201 5 SCALE: 1 /411 = 1 IOII REF # 8165