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12-868-006ADDITIONAL REINF. BARS AS PER BEAM SCHEDULE STIRRUPS (REFER TO TIE BEAM SCHEDULE) DROP TIE BEAM m WINDOW AND DOOR OPENINGS 1 . a � TEND DROP TIE BEAM 8" rOND SIZE OPENING AT .H END vrciviivc� r-vM w1114&.1A-, DOOR OR SLIDING DOOR SEE FLOOR PLAN a ELEVATIONS TYPICAL TIE 8EA i DROP OVER OPENING DETAIL N.T.S. 3/8 "x4" WIDE CAP PLATE WELDED TO ANGLES 3 /4" DIA TRU GIRDER TRUSS 2 PLY MIN BOLTS (TYP.) --- � (2) 3/4" VA. M,4RK ELEV 6.. EMBEXP• _ RE INFORGEMENT = L4 x 4 x 1/4" EA. SIDE BOLTS (ONE EA BOT TOP C ANGLE) I _- SPACING BETWEEN BOLTS: _ – 8 .0" TWO PLY TRUSS 2 05 2 05 Ucap ■ 4,660 LB. © NVHTA -20H AT ALL WALL OPENING 4 612" EE. BALC. 6 36" (6 )[Od x 11/2" DROP TB. TO TOP OF +20' -6" 8x22 OPENING ADD 205 BOTT. 2 05 03612" STIRRUPS C�_ I. 1 CONN. 1-) E I A f L_ N.T.S. 4 612" EE. BALC. 6 36" DESIGN LOADS CROOF): Superimposed Loads: DEAD LOAD 25.00 PSF ROOF LIVE LOAD 30.00 PSF ROOF NET UPLIFT TYR TRUSSES 3684 PSF SHORT TRUSSES 53.81 PSF OVERHANGS 64.61 PSF T'I'P. TRUSSES 6 CAR PORT 51.99 PSF SHORT TRUSSES 6 CAR PORT: 11.42 PSF OVERHANGS 6 CAR PORT 15.50 PSF NET WIND UPLIFT PER ASCE -10 V■ 1 -15 MPH EXP. "D" Kd= 026 BASED ON ASD DESIGN WITH A LOAD FACTOR OF Ob AND A MIN. DEAD LOAD OF 10 PSF. O dp in �0 --tit r s IV -2" UPLIFT =527 LB. CONN. -- �- L-- 1__1_ -J - - -� - -- UPLIFT =1,484 LB. UPLIFT =4,752 LB. ' -1 -- - I -' I I Y I TB (E�. +20'16 ") I I I DL +LL =2,049 LB. DL +LL =7,095 LB. I I u I CONN. 0 BOTH ENDS I I I I p Q I I I I I ! 1 1 CONN. ©BOTH ENDS UPLIFT =1,870 LB. I I I I I I I I 1 1 DL +LL =2,626 LB. -II I L._.J._._.L._.1._._ I I UPLIFT =995 LB. CONN. © BOTH ENDS 1=I` _ - - - - - _ T -8 CONN. G � I/ I I I I ••• � I I �.�._- _._- _- _ -_._. _- _._I----- -------------- I I_ I I •.• o C-4 — -- ! - - -• - -- -j ct I I _ -_A - -. -_J -_ ' _•- •- •- •_•- • -• -• -• •I I UPLIFT =4,158 LB. 5 /e" CDx PLYWOOD DECK UPLIFT -1 16 LB. UPLIFT =1,935 LB. (EL... 0' -6" if- _._._._._._._._._._. I I -' DL +LL =6�ol LB. W/ 8d RING SHANK NAILS I I all I CONN. � BOTH ENDS 6 6" C/C TYP. CONK. A CONN. (g 50TH ENDS ! I I I I ONE ROWS 2 "xa" BOTT. I I CHORD BRACING. I I ------ ----- - •- •- • -• -•- - •- •- •- •- • -• -•- -•- ._ I_J- . -• -•- - -I I II -- - -� - �-I - -- r - --� -- 1 - -- r - -1- - I - - -L- -� - I---- I��--------- - - - - -- - - -i I_. I jl _ I _ _ _ _ Oi ! RB -1 ! ! T iRB -1 I I ! ? ! rR5-27 ! r ! I UPLIFT =527 LB. 1 I _._._. _._. _._._ _._._ . I I I I c5 I I I I C1 I I I I I I II I I CONN. OA _.I_I_._._._._•- �I i ~! 2x4 x BRACING ml I 8.. I i i i i i i i ! ! ! ! ! ! ! ! !! - .- I• -i• -. I I--- •- •- •- •- •- •- • -• -•- -- • -• -•- �- �•- - -- -al I I I I I I I I II I I I I I ii I I I I I I ! I •i I I UPLIFT -1403 LB. ...... I I I I I I I I I I I I I I I I I I I I I I ____ I_I_ CONN. . �A I I li II L z_- _._._._._ -_._ -_ - _- _._ -_ -_. _._._._._. NO CONN. TRUSS �At ___ . r I 1 i t 5 I DL c:r->x PLYWOOD O I I -1,_0, II ® 5' -0 W/ d RING SHANK NAILS _._._. ...... _._._._.-- _._._.� I SETBACK I 6" C/C TYP. -A ...�.I J_._._._._._._.JI �j .. ill _�. I I I I I I I I — � �r•_._._._.r _. iii ._. ._. it ^ • � • � � i i i i i i i i i i i i � • i • 1i ; � _ 1 I j ? I I I I I I UPLIFT 690 LB. o I ;I WOOD T SES 24" O.C. !! I ! ! ! ! I I I t o I I I I I I I IL._._._._.L_.I_. CONN. UPLIFT =635 LB. • CONN. ® II----------------------- -_ -_ .-- _- _- _._._._ -_.�I i I I I I I I I Imo* I I I I I I I I II I I I I �' 2x4 x BRACING i I - C4 _.I_ ------------ �I� I I I I I I in I I I I I I IrI I I _ I I I I _ II I l I - __1 I - - I I - -IlII ' i ! I . I - - i ! I - - ---_- II I.II I I moI I rI J i -1 .j I 1�Ii .O �� _c - - .t .__ - - . . - _i - - ._ - ._ I I I I I - _ -o - _� m _ . _T I I I r . _ _._- _ I I I ! . _.I _ . _ I I I I ._- . _ � I I I I _ _.T _rI I I! ._- ._ — �III I I I I I IL - • =--_ _ J - T I l _ — � J �J 1.II I - i� ��I I I � � - _ a II- I I � I ! II I L\ '- G _ 1 iI I I j L o �- ' -�I 1 _1 I I I — _ _ _- 5 J�— j O I I I _ I I c - - t cT I I I�L i-_ � � �I I I i I I I i I i I i �- I i I - -_ - • r - I i I 1 I I I I I I i -= CB- _� _ U � I I( I I I ! ! P � L-IF- T � =I I I I I I 9 -95 _ _I I I I I I ! i -- I� I .I I I ! � - - - � I I I � j I � �I I I I I _:II I I II I I I _ I I I I i . _ � :i_I I I I I I i I .__.__I I I I I I I i I i __ J\._T. I \71.i— I I I I I I I i I ; =I • =- I I I I I I I I I i I � _ I __ :. �_I I I II I I I I i I � - : .r I =E S . . = I I I I \I I I I `i I i/ _ T t 1.rI I `/.=_ fiI ;i- IIII IIi I ! rLI I i i i . •.___...__ __ .. . __- _...___-__ ...• �. _m__' j � � i II I I �I I II I I RRB B -3 I 3 I II I I I I I I II i I I I I j I I I I X-� � I I1I IIIIIIII j I I II I I I I I � I 1I II I j I I I - - •- _- S_ r � ------ J T i- 1-- -- - T -- - - - - - - - - -E I I I I I 2 2 Mow s 2a " Bofi. ._ -. -• - 0 BRIoTx . I I n j� ��� u� RA41NG Art LAST BRACING !AT LAST .—H -- -_ Two TRUSSES; a TWp TRUSSES —• —• •— •— •— •— • —• —• —• —• — •_•— • —• —•— 2 x5„ 2 R 4"BOTTG HORD — — .0 -- _- - _ _ " - - _ ONE ROWS 2 "x4" BOTT. BRANG x AT I LAST ITWO TRUSSES CHORD BRACING. --- - - - - -T6 (ELI k20' -6" h UPLIFT =122 B. ITB (EL. +20' -6 ") IDL +LL = 7,290 LB. --- I I IUPLIFf= 4,893 B. I7 8 -3 9 LB. DL +LL =1 2 CONN. I CONN. T _ ___ ___ _ _- ETBAC .K � -- _._._- - -_- - - - - - -- _ - ® . I II i - _._- _- _. -4 --� • - I . UPLIFT =116 L. - L11GT -9 PI I I I r I �I I I L I I I - ' � JI I I I I I t I i� - _._._. _. •_ I I'D CONN. f- �ir - - T15-11 (�L. +20'6 ") ...... -� UPLIFT =1,484 LB. -4 (2 PLY MIN) DL +LL =2,049 LB. -- • - - -•- --- •- •- •— '-1 , GT I � i i CONN. 50TH ENDS TB 4L. +20' 6 ") r •- •- . -• -•- --- --------- - -- _ - T _ _ - - - _ 24" O.C. WOOD TRUSS - - g _ . _ . _ . UPL I T = 4,322 LB. WOO TRUSSES c2 — ------ _._.J__. R S 2 OW 2'x4 "3oTT•1 CON M GT -10 CONN. ( I ; - CHORD BRACING x C3 . 1_ BRACING AT LAST -1 B. I I I I II- _-_- _ -- C UPLIFT =52 =TwoEfi.� r _ 1 I- to -o CONN. L_1 -411 jRB . - _- , ------ ------ ------ ------ --- ._._- _._. 5/8" Cr->x PLYWOOD DECK W/ 8d RING SHANK NAILS GT -1 - UPLIFT0,548 LB. T: _ :- _i DL +LL =2145 LB. NI H . .- _ - _ - _ - - I 5E,4r 1 sc"E[:)uL_E M,4RK ELEV SIZE RE INFORGEMENT STIRRUPS MIAMI DADE KOA. REM•4RKS BOT TOP C E I NO SPACING EE TB +20' -6" 8X12 2 05 2 05 • 1/2 IN EA STRAP © NVHTA -20H 3 4 612" EE. BALC. 6 36" (6 )[Od x 11/2" TB -I +20' -6" 8x22 2 05 2 05 ~ Z W 3 4 612" EE. BALC. 6 36" ON TOP OF EXISTING TIE BEAM T15-2 +20' -6" 8x32 2 "5 2 05 Q 2 05 3 012" �W � �0) o z�� R5-1 +20' -6" 8x40 2 05 2 05 6 05 3 912" R5-2 +20' -6" 5x40 2 05 2 05 6 05 3 812" RB -3 +19' -6" 8x28 2 +'5 2 05 405 3 ®12" R5-4 +19' -6" 8x28 2 05 2 05 405 3 612" RB -5 +21' -6" 8x54 2 w✓ 2 05 6 05 3 812" SEE SECTION "B" FOR OPENINGS R5-6 +21' -6" 8x54 2 05 2 05 6 05 3 912" SEE SECTION "B" FOR OPENINGS T TRUSS STfR,4P 4 CONNECTOfR SC EDULE M ,4RK qiJCHOR TYPE MANUF. No NAILS IN SLUR No NAILS IN MIAMI DADE KOA. UPLIFT ALLOW LI ALLOW L2 ALLOW REMARKS OA NVHTA20 NU -VUE (12)10dx 1 1/2" • (00d x 11/2" 03- 2224 -10 2208 1312 1812 • 1/2 IN EA STRAP © NVHTA -20H NU -VUE (18)10dx 1 1/2" • (6 )[Od x 11/2" 04- 0510.03 311'1 15-15 21 15 • 1/2 IN EA STRAP ~ Z W C) 0 UPLIFT =1065 LB. CONN. + BOTH ENDS - • r- •I- • - I O m I I I I I I - -I - UPLIFT = 2 30 DL LL -1183 LB. UPLIFT =530 LB. I :' ,2 LB. CONN. (§) BOTH ENDS CONN. OA A I I i I►- I I I I I I I I I DL +LL =2,049 LB. I I T5-2 dEL. +2b' -6 ") I I I I CONN. B BOTH ENDS 8-3 OUTLINE OF _ I - - CONCRETE EYE 1- 161-2" I' -6" 9' -8" BROW BELOW , EL - 11' -6' . TOP OF EYE BROUJ 9' -2" 'E' BAR 1/2 SPACE TYP. WHERE BEAM TERMINATES 033 OF "L" OR AT SLAB EXTEND TOP BARS L -1 WIGHEVER IS 'G' BAR INTO ADJACENT SLAB TO 1/4 GREATER PT. OF SPAN OR EDGE OF 033 OF • 033 OF CANTILEVER C— - -- 0 0 CANTILIVER "L" 2" CL. O STIRRUPS OR TIES AS SCHE'ED. (SYMM. EA. END U.ON.) SEE SCHED. FOR SPACING TOP BAR SPLICE o MID -SPAN GLASS 'A' SPLICE (U.ON. IN SCHED-) BOTTOM BAR L -I L -2 TYPICAL SEAM REINFORCING PLACING DIAGRAM N.T.S. • •.: N 'C' BAR .4 �• 033 OF ►• � U OI (v � N BOTTOM Q BAR m � U U a. C4 Kl • L -1 OR L -2 (THE GREATER SPAN) •• L -2 OR L -3 (THE GREATER SPAN) 20' -3�" OUTLINE OF UPLIFT =527 LB. CONCRETE EYE B CONN. ® BROW BELOW 6 -3 j4 EL -11'-6' TOP OF EYE BROIU L IJILD„NG DC-PT-. AI �F - 7 "i'UCT{1 L SCCTIo[q COORDINATE ALL DIMENSIONS t SIZE OF OPENING W/ ARCH. PLANS ) , 04 ROOF HRAMING PLAN - 1/4" = 1' -0" TRUSS DESIGNER WARNING: WIND PRESSURES AND UPLIFT LOADS SHOWN IN PLANS WERE OBTAINED USING A DIRECTIONALITY FACTOR (Kd) OF 0B5. IF THE TRUSS DESIGNER USES A 33% INCREASE IN ALLOWABLE STRESS FOR WOOD DESIGN THE PRESSURES AND LOADS MUST BE ADJUSTED FOR A Kd OF 1.00. NO ALLOWABLE INCREASE IN STRESS IS PERMITTED FOR STEEL CONNECTOR PLATES. N. OSCAR G❑NZALEZ CONSULTING STRUCTURAL ENGINEER (305).59 6 07.4 • ° " F)F4 Pr..' L CC N4! 31964w • • q HISTORY OF DRAWING ISSUED DESCRIPTION DATE OF ISSUED 0 PROGRESS PERMIT 0 CONSTRUCTION REVISION BY REVISION DATE • • 2 00 N N W M W r Q CD F- z( OwaLU — (D F- �k > � QO = w J U U) t- u- LD U U) Q g J °o (fl DATE 05 -25 -12 O AS NOTED DRAWING J.S. JOB ROOF FRAMING PLAN SHEET OF 3 S-2 SHEETS O o / O -� `L Z Q O p a Z CD z g < 0 ~ Z W C) 0 Q Q p �W � �0) o z�� 06 c� G • • 2 00 N N W M W r Q CD F- z( OwaLU — (D F- �k > � QO = w J U U) t- u- LD U U) Q g J °o (fl DATE 05 -25 -12 SCALE AS NOTED DRAWING J.S. JOB ROOF FRAMING PLAN SHEET OF 3 S-2 SHEETS