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00-0046-006 \ . 11'TRU35 @$OVtsi AD IP CliS{[3 F'!iYt9T0 Fort IT bQ5'/P4 !~C!t f"r[yl , i;' 1h'0'C OPANUSGAOACCIIANCHon UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE REVIAIpNOFTWIa6HOPbRAW1NQE3YPRCFESSIONALE I O , lfth4 {3) - 10d MAIL® QTWAp TO BE RESPONSIBILITY OF THE ENGINEER,ARCHITECT OR D.C.,NOT THE THUGS ENGINEER 1$IN COMPLIANCE fly tPts.nts0a tuaGrrvs IM -_._... ...__. _�_._a.^�_-�^_. .. OR "+'rt3 AR ��itt t ' r�i 4 it ar r" 1 f. OF POLICY NO,8 METRO DADE COUNTY BUILDING AND ZONING DEPART A BPEGAt u've.crad ItrtwlRep n e an RE►a1:' ID t � s,116(;?a pals!;' � "�f. }g0 NJVI%1400 LBO.WOnKINQ LOAD MANUFACTURER.DO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING THE FOR ALL B DI DEPARTMENT EXCEPT ARGYUtffCTSa.ne.c.sdd.a) pli[Fi ►nATTAGtSf:q r r I "ATTENTION. J�� ® TRUSS MANUFACTURER. UIL NQ COMPONENTS NOT FABRICATED©Y F3F8T TRUSS CO.REFER TO � �� vialutum.,C)t:P/f3, Orr"'tIF'7 JAu![ �I�LS"b 13Y r; :IC? AFGNIfCCT OR E,N[DINCCR fOp ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION CompLrn TI" AM. WALL AtIn FQUNDATION9 PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES,STRUCTURAL BEAMS, CplldiTlU3da WALLS AND FOUNDATION REOUIREMENTS OF THE SAD.C. ALL DIMENSIONS +kItlK9AF14c-�R.t.A!at✓.,. +aUt{a•',,r ais+nvw. ^ :a..,.;,.r., , _ _ OVERHANGS, PITCH, ETC. TO BE CHECKED c BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY ,` o - ► t,� TO CHECK OUR TRUSS PLAN 40 16p% tj � 1 t _ 0 z APPROVED TRUSS ANCHOR r 11 5/16" HEEL HEIGHT ; . t-`s` OR BY BUILDER 11 5/16" HEEL HEIGHT --- -- t`? ! j 4 �a _ SQUARE CUT OVERHANG I nia HEEL HEIGHT = VARIES J' BOTTOM = 2x4 MIN. TOP = 2x4 12 - — / A 5 1 —�- --- - ------- ----- 90-8-0./ q i _ --- — - 42-0-0 -- ---- -- - 3,� 7-84 8-5-0_ 1 20_l 1-1_ - .. .... 3-4-1 - - -� II / }�- J f/ 10 1/2" HEEL HEIGHT -- --� -- ' I fl, ! I ,I Q J I !r / ! 1 , II B , 1JI1 A U, I I II ; I (rj _�� p —� 6" I-IEEE. i �GHT I Y U i 0 / I I� I i 6 3/16" HEEL HEIGHT � a / 3 I � � � U li I U I *-^ r \. 5 I I O I I _ \I 18'-6" CLG. ,I I I OI ' �1 Q Pl 7 ( II r l {' r J f` I� LO to �' , W 0 I 1 —Q Q1� I II N ,it I II Of Uf % O I I ID PAW ALL 1-8�0 o II NI I'' I Y Cfl pp t I i ,• 2) LD BY B 3 !i , ! TRUSS END DETAIL -2I- ;4 t I FLAT ROOF, TOP 7 LO J5D IFG TRUSS ANCHOR BY BUILDER U o� — - -- BOTTOM V = II APPROVED T - i � �' I o �� I I �I � I� I « ..�7 0 ._ '� I � � O M —2x4 MIN. II o'-0" Cat _1 10 0 0 _ to i TOP =2x4 MIN. � u I II I o ''1 U � ;� �' I �. � r-_--- ___ . �{;----I �\ ANG R BY I LDR (_1 �� II � , � i I ',1 , i I• r x I 71 v oc I �I I ( �' ;�, I� iv ! ;II ,! r __— -- - ' Ii !, �I + I 8'-6" CLG. I '! J I , r I r 7C - o i .-4 U - �. OB '; - 'I I � � � j I 11- II •l_--- —_-- — uJl � N 5� v -- ?Z44L D. Y B DF,... I , i R -- - - I - - - �I ! rr �I 7 C I -- -- -- t - II I -- - Hb GE_ 8Y- 1I � I o0 II LI I f_ I - N - � __ • • '- - _._ - - I I ' J _ {2) LD il6Y B'DR. N _ T I -0 I I I I I _ y:-_ J C� i L - I -- _. J _ • I BOT. CHORD. B G. I L s I RD. RN ( W - . I i ,/ --�I-�-�- ♦' ' .. _.cVl ''� � � o I '' '� ,f.�r 1 1,_ ,� - - -t•��J B � x Q !Q _ i IZ I Ip 1 O ! i II I o I o I j - , + I W I I� ,O s X11 _ 2 2X B 1 0 r II _- rye_ i t ) _ Y BLDR. I z o 1u) L- I ! 'O - ' ' - ` J `` - ., ,..- I _ I -- 16-5-Q ,., , W Q !� i 0 O is ' /l , .:�-,.. � •r° �1�.,7 .f. I� ` - / ' I I I I It B � � I I Q- o I I O I I I I J B o I `It = 111 Lil ! , / f" - I 713 6" HEEL HEIGHT' ,; ; li ^,. _ 1 c� I Jf U I Id `4' U I i < 10 1/2' HEEL HEI T L I i O I ii ii" C1 f M J- B r , � EDGER SECTION of l 1 /16" HEEL HEIGHT o 1.1': „ 'L' ., ;- ;NGER BY DR.�.:_1 J A: -- �' , 3/4 HEEL HEIGHT P ; r _ 4p, c NOTE: ALL TRUSSES ARE SPACED 'I 24"O.C. UNLESS NOTED. , f' '14 c ALL UPLIFT CONNECTION TO TRUSSES . s , Y D GIRDER TRUSS IS THE - o RESPONSIBILITY OF ENG., ARCH., OR 1 1_3_ _ - J ; 1 v o j, era: ? f,.,. .K _ _ TJ -- �.__ GENERAL CONTRACTOR. • 11 „ !l 1�t y 1_z�� ✓S1 �• — -4 PURCHASER v 1 1 3/ HEE ' HEIGHT ! ' , SPECIAL OFT RUSS PACKAGE. a ' tt , p — �E CIE: !!! IMPORTANT NOTE !!I 30-11-0 ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE 4-6-0 10-3-0 s 11-4-0 = r — — — y _ .--- .. _ J PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS PE 6-2-0 \ 1,?-4 0 7-z `4 10-0-0 — THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES ° — _ _ 1 BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS 1116; 9 CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE r RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE �' WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APP UT. v nj -� s/C r r /�` '" + ) 10 1/2" HEEL HEIGHT ,! 6 3/16" HEEL HEIGHT --- --- -- - - __- _-- -. 6 3/16 HEEL HE - ;HT IN _ ROVED LAYOUT � TRUSS LOADING CONDITIONS A ROOF TRUSSES FLOOR TRUSSES , ;.. .. _:__.--• i. . r f TOP CHORD LIVE: --- --_ - -- - ----- -- - ---- ---- - .._. r g .... . .. .,,,..s _:•", . . ._.30.0.__ ^TOP CHORD LIVE: N/A } Y TOP CHORD DEAD: - -- 15.-0 TOP CHORD DEAD: Ni,� �, k BOTTOM CHORD DEAD: 10.o BOTTOM CHORD DEAD' 2 RLAYOUT TOTAL LOAD(PSF) 55 0 TOTAL LOAD(PSF) 55 O � � s�,�EAR I N G H E I _ ,. STRESS INCREASE: -- 1 .33 STRESS INCREASE: N/A H zs HEIGHT SCHEDULE I f 3/16" -- - - - - , -0 EXPOSURE CATEGORY ---- g ALL WALLS SHOWN ON THIS LAYOUT ARE - - BUILDING CATEGORY fi TO BE LOAD BEARING ( ,. • ' .<' ,,-'; ,;'` n WIND DESIGN VELOCITY -- -- � t IMPORTANCE FACTOR 110 1 .05 tit 1/^2) } /• -_ __ � s WIND LOAD DURATION FACTOR 33 � s 1 - i C. 12 - - - - --- — - _ -- -- — -- ---- -- - - - -- b 5 - ACCORD ARE DESIGNED IN 4 $ h ACCORDANCE WITH S.F.B.C. ,�UAs 14'-0" Z C U st 3 ELEV. \ � 2 ,/� � -UNLESS_OTHERWISE SPECIFI � 11 -011 TOP CHORD BRNG. % 1 1'-0" ELEV I i F 1 1 1 O" i _ - _ - -- _ - - - _ - r 2x LID BY BLDR. / ( � i �- _` Lq 13' „ SECTION A SECTION B i __--_— _— ' a .l` q \ j 1 11 r 14 ( ._ -- -O , - I I It_J:_ �OP LJ, ..'.' 4t if4l7v ,{'v}s, .;,j v, r;, I J l�i1 =; r i �-y 1` S r � APPROVED' t� APPROVED AS CORRECTED MODEL v ❑ NOT ROV - - . 0 ! �1F`P / E AND EZ�SI.�'3��i 7 REVIEYt'!NG 15 ONLY FOR CONFORMANCE WITH THE DESIGN �ONCF..FT; GI: .,IHE PROJECT AND C0�\�PLIANCE W"I','H THE INFORMATION GiVC`� ?'Oi THE CONTRACT DOCUMrNTS. THE CONTRACTOR IS RE>PON2181_2: �OFt bIP+lEiti,101dS TO BE CGfVFIRMFD F.IiD .0 4:ZiiELATED AT [H SI'T "OR .!NFORMATIOsN TH T PERTAINS SOLELY TO THE F/L.9.?1CAT1U; STATEMENT: In m {r y professional .; PROCESSES OR TO THE ,F1',N8- -Ni C_TH,,"D. TCCHI`; Q sC'; Si:Q! c;,l E ......: ._ ._ i . -._ ........ , . _1_-.... _ ....-...._...__ o s judgement and to the best of my �, RQMB�RT�,CONZAE IPE v�jo ocEov_ F s aF c; N rRUCTIO1v A,;r r r� CCU?D11`4A,T 10N o;= knowledge and belief these places and „�,;,;, �En peer c( lu t�n�tu�el THE WORK O ALI. T,� 1,)F t• v building codes. The�E of Records. ,�w, +st MIamI>FJ, sss \\ 7Phone't3os►ss 47"r• s Y. 21522) �1 A-;- - t _... .. _....... .__ specifications com with the applicable =..