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13-1254-005ADDITIONAL REINF. BARS AS PER BEAM SCHEDULE STIRRUPS (REFER TO TIE BEAM SCHEDULE) DROP TIE BEAM a WINDOW AND DOOR OPENINGS . a a Q' • A . �� III 1ThN.1 / L EXTEND DROP OF TIE BEAM 8" BEYOND SIZE OF OPENING AT EACH END OPENING FOR WINDOW, DOOR OR SLIDING DOOR SEE FLOOR PLAN 4 ELEVATIONS T`1'F'ICAL TIE BETA„( DizOF OVEfR OFENING DETAIL N.T.S. + + 3/4" DIA. TRU BOLTS (TYP.) (2) 3/4" DIA. 6" EMB.EXP. BOLTS (ONE EA. ANGLE) 3/8 "x4" WIDE CAP PLATE WELDED TO ANGLES GIRDER TRUSS 2 PLY MIN. L4 x 4 x 1/4" EA. SIDE SPACING BETWEEN BOLTS: 8.0" TWO PLY TRUSS Ucap = 4,660 LB. AT ALL WALL OPENING DROP TB. TO TOP OF OPENING ADD 205 BOTT. 03.912" STIRRUPS GJ, CONN. DETAf L• N 1 .T.S. UPLIFT =450 LB CONN@ (4) 1(od 2x4 CRICKET NAILS TO FRAMING 9 24" TRUSS CONN. 2x6 BLOCKING BETWEEN EXIST. RAFTERS W/ (2)lbd TOE NAILS EA. SIDE EACH END EXIST. FRAMING EXIST. CONC. BEAM (Y. I. F.) EXIST. CMU WALL ('A' SECTION � - J23 /4 " = V- 0 " CONN Q= NVHTA20 BY NU -VUE W/ 14 -10cA" NAILS TO STRAPS 6- IOdxj" NAILS TO SEAT CONN© = (2) NVRT20 BY NU -VUE W/ (1) 16d TO TRUSS, (6)114"0 x 11i2" TAPCON ANCHORS TO EXIST. CONC. DESIGN LOADS Cfi�00F�: Superimposed Loads: ROOF DEAD LOAD 25.00 PSF ROOF LIVE LOAD 30.00 PSF NET UPLIFT TYP. TRUSSES : 38.01 PSF OVERHANGS 4 TERRACES -.•.: 64b1 PSF NET WIND UPLIFT PER ASCE 1 -10 V= 115 MPH EXP. "C" Kd= 0.85 BASED ON ASD DESIGN WITH A LOAD FACTOR OF Oro AND A MAX. DEAD LOAD OF 10 PSF. 5E ,4�1 eC'4EDULE MARK ELEV SIZE: FE INFORCEI'''IENT ST 1 RRUPS RE>-1ARK5 BOT TOi= C E: I NO SfACINCx EE TB +8' -b" 5x12 2 $5 2 $5 co 01, C J A L L — — — — 3 4 912" EE. BALC. 9 36" REVISION G TILIVER "L" DATE 777 z_ 2" CL• _ I_ R5-1 +8' -6" 8x18 2 15 2 05 3 g8" R5-2 +8' -ro" 8x18 2S 2 "5 O 3 m8 UL z N� W" L0 r � STIRRUPS OR TIES AS SCHE'ED. (SYMM. EA. END U.ON.) SEE SCHED. FOR SPACING UPLIFT =1591 LB DL +LL =2186 LB UPLIFT =3392 LB GONN01 BOTH ENDS DL +LL =4909 LB UPLIFT =450 LB w CDx PLYWOOD DECK CONN IQ BOTH ENDS CONN@ UPLIFT =450 LB W/ 86 RING SHANK NAILS g CONN@ b' C/o TYP. j I I I I CC I - -I � �J r RB -il <EL 81 -b'fJ I _.L. - - -!� -- - - -- -1 - - I--- I -I - -�� - --� - - I-- J--I - - - h I I II RB-I (EL 8' jRB -2 (qL 8' -6'J) �I II I I III I I I IL ------------- _ _1_I._.. I I — — — ii ONE ROWS 2x4 I I - i- ........... I� �I �I I I I I� -• BOTT. CHORD BRACING I I I I -�!! W/ X- BRACING 9 ENDS I I ._._._._._. �!r'_'- ._._._._._._ _1 -I+ .- }-.I J, I I WOOD TRU55ES _ a 24' O_C ._._._._._. _. . ; I I tu Nq j-____ I " I I •- +- • +I I - •I I I1 - • -5 • --m • -• —•-I II I II I ( I I I —I I i I i I I I oc`[0onn� c l l I . f I I I I I I I I II — I I I I I l+I I II I I I I Ii - i i -{ I 1 I I -T-� I I I m 2 ROWS 2x4 •- • -• -•- -- - 4- -' 1 BOTT CHORD BRACING W/ X- BRACING a ENDS • -• -•- - -- - - - - - I -I. ------ ------ - "1I - U LIFt 8 LB _ ___ I A - _ .. I I I I I I I E/ XT / r / 1 / /• S -2 TO 5'. CUT ! !//i ! II //I I / �I I I / / /I ! I i k I / ✓-/ •- 17- /+ 7 T r i -I / V II / _ r C- 1 L�1i1�1/ /� /� - L� /8 61���1,/i/ I _Z_/ Z_ /���i /1�1� �/ /L/�Z / I� �. F- r! --L � - -�I -- -� I - -� - --1 - -i _ -L J -- u- 1- -- �-- — 1I I I II I I I I 12, 1/2" x lo" 12„ j EX. BEAM (8'-6') I I I I UPLIFT= 1000 LB I 1 UPLIFT--450 LB I I I I CONN© I I 5 -3 CONN© I I I I I I I I I I I I - NEW CRICKET ! L_j I I I I BY ROOFING I I I I I I I CONTRACTOR � -I I I I I I I I I I I I I I j I I I I I I I I I I _ EXIST. WOOD _ L T .7 F1=MBERS g Tb" O.C. 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 v I I I I I I Io I I I L-------- - - - - -- I pjca I I 1---------- - - - - -- I �Iw I I X! I I L I I I I I I I I I I I I I j I I I I I I I I L - - -- --� I T - - -- —---- I-- - - - - -- T---- T - - - -- L------ 1----- L---- ---- I-- - - - - -- i ---- -� - - -- -- - - - - -J 1/2 SPACE TYP. II_ 'C' BAR 033 OF " O 0 BOTTOM BAR L -1 TOP BAR. SPLICE 9 MID -SPAN N 'C' BAR 4 4 to m 033 OF 11 1 1033 OF CLASS 'A' SPLICE (U.ON. IN SCHED.) L -2 L -3 T"rFIC,AL 5E,A1" I FEINFOfi�CING FL,ACIN(a DI,AGIRA"I N.T.S. NQ BOTTOM BAR m � U U N ci �L -1 OR L -2 (THE GREATER SPAN) L -2 OR L -3 (THE GREATER SPAN) UPLIFT =1192 LB DL +LL =1609 LB CONN(Z) S -3 UPLIFT =770 LB CONN@ UPLIFT =1192 LB DL +LL =1(o09 LB COORDINATE ALL DIMENSIONS 4 SIZE OF OPENING W/ ARCH. PLANS fROOF FfRAA IING FLAN 114" = 1' -O" TRUSS DESIGNER WARNING: WIND PRESSURES AND UPLIFT LOADS SHOWN IN PLANS WERE OBTAINED USING A DIRECTIONALITY FACTOR (Kcd) OF 025. IF THE TRUSS DESIGNER USES A 33% INCREASE IN ALLOWABLE STRESS FOR WOOD DESIGN THE PRESSURES AND LOADS MUST BE ADJUSTED FORA Kd OF 1.00. NO ALLOWABLE INCREASE IN STRESS IS PERMITTED FOR STEEL CONNECTOR PLATES. HISTORY OF DRAWING ISSUED ^ DESCRIPTION DATE OF ISSUED 'E' BAR 0.33 OF "L" OR WHERE BEAM TERMINATES AT SLAB EXTEND TOP BARS L -1 WICHEVER 15 INTO ADJACENT SLAB TO 1/4 GREATER PT. OF SPAN OR EDGE OF JOB CANTILEVER O S-2 OF 3 C91= >0 O OF U c/) � i s -r!" o r co 01, C J A L L — — — — ti REVISION G TILIVER "L" DATE 777 z_ 2" CL• _ I_ STIRRUPS OR TIES AS SCHE'ED. (SYMM. EA. END U.ON.) SEE SCHED. FOR SPACING UPLIFT =1591 LB DL +LL =2186 LB UPLIFT =3392 LB GONN01 BOTH ENDS DL +LL =4909 LB UPLIFT =450 LB w CDx PLYWOOD DECK CONN IQ BOTH ENDS CONN@ UPLIFT =450 LB W/ 86 RING SHANK NAILS g CONN@ b' C/o TYP. j I I I I CC I - -I � �J r RB -il <EL 81 -b'fJ I _.L. - - -!� -- - - -- -1 - - I--- I -I - -�� - --� - - I-- J--I - - - h I I II RB-I (EL 8' jRB -2 (qL 8' -6'J) �I II I I III I I I IL ------------- _ _1_I._.. I I — — — ii ONE ROWS 2x4 I I - i- ........... I� �I �I I I I I� -• BOTT. CHORD BRACING I I I I -�!! W/ X- BRACING 9 ENDS I I ._._._._._. �!r'_'- ._._._._._._ _1 -I+ .- }-.I J, I I WOOD TRU55ES _ a 24' O_C ._._._._._. _. . ; I I tu Nq j-____ I " I I •- +- • +I I - •I I I1 - • -5 • --m • -• —•-I II I II I ( I I I —I I i I i I I I oc`[0onn� c l l I . f I I I I I I I I II — I I I I I l+I I II I I I I Ii - i i -{ I 1 I I -T-� I I I m 2 ROWS 2x4 •- • -• -•- -- - 4- -' 1 BOTT CHORD BRACING W/ X- BRACING a ENDS • -• -•- - -- - - - - - I -I. ------ ------ - "1I - U LIFt 8 LB _ ___ I A - _ .. I I I I I I I E/ XT / r / 1 / /• S -2 TO 5'. CUT ! !//i ! II //I I / �I I I / / /I ! I i k I / ✓-/ •- 17- /+ 7 T r i -I / V II / _ r C- 1 L�1i1�1/ /� /� - L� /8 61���1,/i/ I _Z_/ Z_ /���i /1�1� �/ /L/�Z / I� �. F- r! --L � - -�I -- -� I - -� - --1 - -i _ -L J -- u- 1- -- �-- — 1I I I II I I I I 12, 1/2" x lo" 12„ j EX. BEAM (8'-6') I I I I UPLIFT= 1000 LB I 1 UPLIFT--450 LB I I I I CONN© I I 5 -3 CONN© I I I I I I I I I I I I - NEW CRICKET ! L_j I I I I BY ROOFING I I I I I I I CONTRACTOR � -I I I I I I I I I I I I I I j I I I I I I I I I I _ EXIST. WOOD _ L T .7 F1=MBERS g Tb" O.C. 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 v I I I I I I Io I I I L-------- - - - - -- I pjca I I 1---------- - - - - -- I �Iw I I X! I I L I I I I I I I I I I I I I j I I I I I I I I L - - -- --� I T - - -- —---- I-- - - - - -- T---- T - - - -- L------ 1----- L---- ---- I-- - - - - -- i ---- -� - - -- -- - - - - -J 1/2 SPACE TYP. II_ 'C' BAR 033 OF " O 0 BOTTOM BAR L -1 TOP BAR. SPLICE 9 MID -SPAN N 'C' BAR 4 4 to m 033 OF 11 1 1033 OF CLASS 'A' SPLICE (U.ON. IN SCHED.) L -2 L -3 T"rFIC,AL 5E,A1" I FEINFOfi�CING FL,ACIN(a DI,AGIRA"I N.T.S. NQ BOTTOM BAR m � U U N ci �L -1 OR L -2 (THE GREATER SPAN) L -2 OR L -3 (THE GREATER SPAN) UPLIFT =1192 LB DL +LL =1609 LB CONN(Z) S -3 UPLIFT =770 LB CONN@ UPLIFT =1192 LB DL +LL =1(o09 LB COORDINATE ALL DIMENSIONS 4 SIZE OF OPENING W/ ARCH. PLANS fROOF FfRAA IING FLAN 114" = 1' -O" TRUSS DESIGNER WARNING: WIND PRESSURES AND UPLIFT LOADS SHOWN IN PLANS WERE OBTAINED USING A DIRECTIONALITY FACTOR (Kcd) OF 025. IF THE TRUSS DESIGNER USES A 33% INCREASE IN ALLOWABLE STRESS FOR WOOD DESIGN THE PRESSURES AND LOADS MUST BE ADJUSTED FORA Kd OF 1.00. NO ALLOWABLE INCREASE IN STRESS IS PERMITTED FOR STEEL CONNECTOR PLATES. HISTORY OF DRAWING ISSUED ^ DESCRIPTION DATE OF ISSUED Q ?ROG'iESS 00 M It - ;)ERMEr - - - - - " [J 'ION3T11UCTIOV H � Q JOB REVISION BY O W Q W - S-2 OF 3 C91= >0 O OF U c/) � i s -r!" o r co 01, C J A L ti REVISION DATE 777 z_ O UL z N� W" L0 r � Q � Q � yo LU U -_ Z = N 0 W W� O . U? �L0 O M CID v Ch O CN Z M Z L U Z uj rn ti i t to N o Lj T_ O w W L•✓<•• D (Ij ) q U w o Lo Q M W M OD u') to I � � v o c O Q C.0 H Z - - ----------- - - _- _ _ - - -- = O �k ziJc,- N, -OSCAR :�QN LIZ [r�$ISUI�TING t T�I�yI�Ai; t4GINEf R • .'?G3 5 59b-4t�y7A�,I•r +: EN5�G .�" 96g, •4 1V-) S , 00 M It -09 -13 SCALE C m QIV ~ DRAWING J.S. H � Q JOB PLAN O W Q W - S-2 OF 3 C91= >0 O OF U c/) � i s -r!" o r co 01, C J A L ti I 777 z_ �k ziJc,- N, -OSCAR :�QN LIZ [r�$ISUI�TING t T�I�yI�Ai; t4GINEf R • .'?G3 5 59b-4t�y7A�,I•r +: EN5�G .�" 96g, •4 1V-) S , DATE 09 -09 -13 SCALE AS NOTED DRAWING J.S. ROOF FRAMING JOB PLAN SHEET S-2 OF 3 SHEETS