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13-792-020EL. NET UPLIFT = 60 PSI' - NVHTAI6 a a ToP of BEAM PARTI,4LLY ENCLOSED r)+ L= 5040 * 1 1 RB -1 Rg_1 RS -1 , DaL= 4 (520 * I 0 CONECTION 1/5 -3 CCNECTION1/5 -3 DETAIL - 1 1 R DETAIL Q FOR 5OFFIt I I I I I I I I 1 I NVHTAI6 SEE otE « / s -3 �� - ►� NVTH24 ` i C=IRD tRUS CnAJO PLY) _ _ 6g' -61. n 5L I 5L _411-1011 -6 cal ctl ' 'I' -5" 14'_511 16' -4" g_ ' 3,_5❑ 51_6 BL I iz RE - - - _3 WOOD To' of BE TES O $L m L IIQ iI _ I 11511 L -6 111 6.+`VIVc. ' L 11y�ii 1 N.U. 1 2550 1 - - - _I-- �--- _ UB Ld►NDING - - - - - 4r - - UE NVi"l'24 + NVHTAI6 a 1 -9" I_G,l1 SECOND FLOOR 4 LOUD ROOF PLAN NOTES SCALE - 114" = 1' -0" 1) SUPER IMPOSED LOADS: FLOOR: DL W 35 PSF LOW ROOF. LL = 40 PSF DL = 25PSF STAIRS : LL = 30 PSF I = 25 PSF NET UPLIFT . 4-1 PSF ZONE (D LL = 80 PSF -10 PSF ZONE Q Q3 2) N DENOTES (2) LAYERS OF 3/4" PLYWOOD SHEATHING W/ S MIL VAPOR BARRIER IN 5ETWEEN W/ 10d NAILS 6 4" O.C. 3) DENOTES SLA5 50TT. REINF. 4) �— DENOTES SLAB TOP RE INR 5) FOR 1 1/2" CONCRETE SLA5 PROVIDE * 5 Q 12" 5OTT, EA, WAY 6)® DENOTE s" MASONRY 5EARING WALLS REINFORCED W/ 09 GALV. LADDER TYPE HORZ. JOINT REINF. Q 16" O.C. FOR CMU WALL WALL REINF. SEE SCHEDULE ON SHEET 5 -1 DENOTES -1" GONG. SLAB W/ P 5 -6 10" BOTT. EA. WAY - I i I 25 -8 I ��� 1 `—t—PREFAB D_ TRISSESI_ —I � k� 24 " —pG - -I I I— I 51 -0" 5' -0" -4" 6' -5" 9' -1" �2' - .7' -O" BL lO' 4" 15' -6" 61 - " 1 -411 \ m 1 (o E -FLY) = - BD+ L =2530 * - - - - - - - --1- -� N.U. = 2140 CONECTION 1/5 -3 I I 1 1 DETAIL ® II 1:)+ L=1430 * N.U. = 1230 * I 4 4 NVHTAI6 + 12 _ _ 12 - NVTH24 - - - PREF W1D. TR SES 8) L "A" DENOTES 2-2X8 P T, WOOD LEDGER CONT, W/ 5/5" + x 4" PENET_ I 1 fl 24 O.G. KWIK BOLTS 5Y HILTI 10 12" O.G. INTO SOLID GONG, OR FULLY GROUTED D+ L =2530 5LOCKCELL. NU. = 2140 9) L B I DENOTES 2X(o P T. WOOD LEDGER CONT. W/ 5/8 ` I t. x 4 PENET_ CONECTION 1/5 -3 ry I 5L - - 5L KWIK BOLTS BY HILTI 0 18" O.G. TO RECEIVE 10d NAILS 6 4" FROM DETAIL l� GIRDER TR1U55 I PLYWOOD SHEATHING BOLTS INTO SOLID GONC, OR FULLY GROUTED = - _ _ _ - - - - 5LOCK CELL. 10) FOR ROOF TRUSSES ANCHORAGE 4 NOTES SEE NOTES ON / I \ SHEET 5-3. , , '�io� 1 TR4TION THRU CO NGRETE UB — ( — U — B i I U5 11) Q DENOTES HORIZONTAL PENE LIN BE AMS FOR A/C DUCTS, COO RD INAT E L OCATION W/ — — G MECHANICAL DRAWINGS. SUGGESTED LOCATION im Y3 OF SPAN \� L -6 L -6 \ FOR � OF OPENING. ,� 12) DENOTES 8" CMU WALL. SEE NOTE 4 18-1 AND F/F Woolf SCHEDULE IN SHT. 5-1 JACKS w NVHTAI(o TOP OF BEAM 24" O.C. 13) L3 DENOTES PRE -CAST CONC. LINTEL, SEE SHEET 5-6 FOR DETAIL 4 SCHEDULE. SECON ) FLOOR FF2,4MING FLAN 14) FOR ANCHORAGE OF TRUSSES TO CONCRETE BEAMS 4 - - SHEATHING SEE NOTES 2 4 3 SHEET 5-3. SCALE : 1 /4" I " -0 ••rr ••• i • 4•0i9 ♦•• • • • t• i a • v r • ♦ i f Y V i r Y• i• 2nd FLOOR CONCRETE eEAM SC•-�EI� Lrm -_ . .rr• • MAW TOP ELEV. SIZE WxN REINFORCING TIES OR STIRRUPS ♦.. .�. BOTT. • C E •IIIIIIIII • NO. TYPE SPACING` r . ` kEt- AF< W • • • • • a r • 21B -1 +11'40" a" x 40" IN r4 LAYERS 2 05 2 05 03 ® 2R -2 «4 w X11 I 1 25 -10 I 2* i 2 *� i 25 -I 2 «6 215 03 © w 8'I Ox: 6" O UPtUz,N D i.• ...• 215-3 +11' -61, a" x 18" 2 06 2 06 04,01211 x 41 -0" 413 I 2* -1 1 - -- — -- 04 w 1211 +11' -6.. all x 3011 2 06 2 «6 PROVIDED W/ 2*5 AS A -IN *3 © w all acG 25 -5 +12' -6 1 II x 5 -011 2 «1 10«501011 4' -g" m __ t I I D .19R i25' 1 41_0 _ I : w 10" O.G. UPTURNED 25 -1 +11,40" 8 'I x 24 2 6 2 5 1 « 5 ED D 0 12 O.G. _ 25-a _ 16 "x 22" 3 R 6 I 4 lat w 105'C I« 4 w 12" In «3 D w 10" O.G. 5-2 28 -9 +12' -0" r 3 « 5 3 05 1 1 1 5 • N 405010 t, x 9' -0" I 25 -10 +11' -6" It I 100 5 w 101, • 1 : 2 05 0 1 «5 «3 © "1" O.C. PARTIALLY UPTURNED 25 -11 ° all x 2811 2 06 2 «6 w A 2 05 *3 © a 10" O.C. 25 -12 +11' 611 x 2 06 2 06 03 D • 4" O.C. 25 -13 +12' -611 a" x 30" 2 «6 2 05 5 015 BOTT. I 03 - 5 • 5 5Ott. 4 « 5 BOtt. UPTURNED FRB-1 • :f 8" O.C_ 3 « 6 * �� 12 w 10 OG, i ADD L w loll i 4 «5wlo" «50101 I - U5 25 -4 all O.C- U5 R5-2 +10'40" 2 * 6 2 «6 CO 2 05 03 D + 121' D.G. «4w12° OX RB -3 +10' -6" f xg' -0" I I I • • • D all O.G_ 1 u 9 -0 — _ �► StA "1 « 5 BOTT, I A00'L w 10" I I U 4' -O" 16 m 12 It30Tl. • 5 TOP 1 — — — — — x 5' -0" I 1 � «3 D 1 3611 OL,. 11 11 I L I ITYR - -_— --__— - I —1_ t - - - - -- __ � c — SLAB x 5' -011 . OPEN BELOW « w 1211 I 1 4 «5 BOTt. c° II III ' II II x x'_6,11 1 i ...... ADD'L w 10" I� —JI L• _ _ _ _ L� 15 w 1011 x I m M • 04 01211 (6'50Ji. I OTT. b I 1 I 10 I x V -0" 1 x 5' -0" I 615or, I kle I I b «� u I �, _ -- — -- - - -- I I e I• I I i BOTt.ADDL =y { I- 04, t21 - _ • IF- fI STEEL I w 101, O.C. \ �i I • X,41-011 �1 co (1 •�1I1 _ 41_01, F 6« BOTT. I I • I CAP IE 3/�I'xl4 "x14" I I r I m s r J-1 4« 5 50TT _ 0 S - (v w 6 11 O.G. 4' -011 I bl tTYP. OF ) t I I • ADD'L * �;� g« 5 w �11 I S05 5 0 11 20" O.C. x a -o a x a -o a - I x 5 6 �� 12 10 « 5 w 10" I I I \ « 5 w 10" I I \• / I I I fll cp e a m e 1 e I�� I - «5,12 11 x9' -0" I I x��/ _• - - -� «5 w �1 • 1. = e • I .r Id e t ,� r s i- _ -� 1 •r I 50TT_ STEEL COL. CAP 5/811x81111 I / 25 -5 \ I I 1e/ UB - - -�I ki-4 I ADD 1 0 w 20" OG. 1!' w /(4)% "0Xb" r NELSON STUDS • III II• - - - • - • « 5 BOTT. 4 « 5 BOTT. S 51 �o TOP OF A 11811f I U I AOD'L w 20" O _C. ADD'L 1 w 20" Ol~_ 1 -3 « 5 15OTT_ • I ADD'L , m - NVHTAI(o I w 20" OZ, I ® — —28 — CRICKET C A ( _ �Q I I - I «5 01211 -3 I 1 I EL. +1m' -611 N «5 w 12" «5 I •� - - - - - _ TOP OF Bert - -� . e I x x I 6 ' 1--�r1 , ` 04 w 12" 4, -� `A 3 - I 2 U5 x 2- 5 -- � x 51 -011 10 All D_ TRUSSES UB 2* 2 * 1 U � 1 I I I �-- � 2* I � UB 2« 1 - 11 w 24 .G � _ - — TB I 11111111111 - L -3 = 1 1 25 -11 25 -12 2B -11 ® U5 11 D +L =2900 « D+ L =110 I 5L NU. =24i0 N.U_ = 946 * - _ _ -- _ _ _ CONN, .0 16 "x16" CONC. m OPE 6' 11 11 NVHTAI6 �► DETAIL rt PILASTER $EL W PILASTER W/ �� rt 4 6 VERT. t , « 3 w 12" O C. 4* 6 VERT, 4 1:0 - - _ - 1 - GI 1 R T U85 C E -PL 17 _ - ) ] -_ 30a 12" O.C_ 1: Ca 1 -9" I_G,l1 SECOND FLOOR 4 LOUD ROOF PLAN NOTES SCALE - 114" = 1' -0" 1) SUPER IMPOSED LOADS: FLOOR: DL W 35 PSF LOW ROOF. LL = 40 PSF DL = 25PSF STAIRS : LL = 30 PSF I = 25 PSF NET UPLIFT . 4-1 PSF ZONE (D LL = 80 PSF -10 PSF ZONE Q Q3 2) N DENOTES (2) LAYERS OF 3/4" PLYWOOD SHEATHING W/ S MIL VAPOR BARRIER IN 5ETWEEN W/ 10d NAILS 6 4" O.C. 3) DENOTES SLA5 50TT. REINF. 4) �— DENOTES SLAB TOP RE INR 5) FOR 1 1/2" CONCRETE SLA5 PROVIDE * 5 Q 12" 5OTT, EA, WAY 6)® DENOTE s" MASONRY 5EARING WALLS REINFORCED W/ 09 GALV. LADDER TYPE HORZ. JOINT REINF. Q 16" O.C. FOR CMU WALL WALL REINF. SEE SCHEDULE ON SHEET 5 -1 DENOTES -1" GONG. SLAB W/ P 5 -6 10" BOTT. EA. WAY - I i I 25 -8 I ��� 1 `—t—PREFAB D_ TRISSESI_ —I � k� 24 " —pG - -I I I— I 51 -0" 5' -0" -4" 6' -5" 9' -1" �2' - .7' -O" BL lO' 4" 15' -6" 61 - " 1 -411 \ m 1 (o E -FLY) = - BD+ L =2530 * - - - - - - - --1- -� N.U. = 2140 CONECTION 1/5 -3 I I 1 1 DETAIL ® II 1:)+ L=1430 * N.U. = 1230 * I 4 4 NVHTAI6 + 12 _ _ 12 - NVTH24 - - - PREF W1D. TR SES 8) L "A" DENOTES 2-2X8 P T, WOOD LEDGER CONT, W/ 5/5" + x 4" PENET_ I 1 fl 24 O.G. KWIK BOLTS 5Y HILTI 10 12" O.G. INTO SOLID GONG, OR FULLY GROUTED D+ L =2530 5LOCKCELL. NU. = 2140 9) L B I DENOTES 2X(o P T. WOOD LEDGER CONT. W/ 5/8 ` I t. x 4 PENET_ CONECTION 1/5 -3 ry I 5L - - 5L KWIK BOLTS BY HILTI 0 18" O.G. TO RECEIVE 10d NAILS 6 4" FROM DETAIL l� GIRDER TR1U55 I PLYWOOD SHEATHING BOLTS INTO SOLID GONC, OR FULLY GROUTED = - _ _ _ - - - - 5LOCK CELL. 10) FOR ROOF TRUSSES ANCHORAGE 4 NOTES SEE NOTES ON / I \ SHEET 5-3. , , '�io� 1 TR4TION THRU CO NGRETE UB — ( — U — B i I U5 11) Q DENOTES HORIZONTAL PENE LIN BE AMS FOR A/C DUCTS, COO RD INAT E L OCATION W/ — — G MECHANICAL DRAWINGS. SUGGESTED LOCATION im Y3 OF SPAN \� L -6 L -6 \ FOR � OF OPENING. ,� 12) DENOTES 8" CMU WALL. SEE NOTE 4 18-1 AND F/F Woolf SCHEDULE IN SHT. 5-1 JACKS w NVHTAI(o TOP OF BEAM 24" O.C. 13) L3 DENOTES PRE -CAST CONC. LINTEL, SEE SHEET 5-6 FOR DETAIL 4 SCHEDULE. SECON ) FLOOR FF2,4MING FLAN 14) FOR ANCHORAGE OF TRUSSES TO CONCRETE BEAMS 4 - - SHEATHING SEE NOTES 2 4 3 SHEET 5-3. SCALE : 1 /4" I " -0 ••rr ••• i • 4•0i9 ♦•• • • • t• i a • v r • ♦ i f Y V i r Y• i• 2nd FLOOR CONCRETE eEAM SC•-�EI� Lrm -_ . .rr• • MAW TOP ELEV. SIZE WxN REINFORCING TIES OR STIRRUPS ♦.. .�. BOTT. CONT. TOP C E I E.F. NO. TYPE SPACING` r . ` kEt- AF< W • • • • • a r • 21B -1 +11'40" a" x 40" IN r4 LAYERS 2 05 2 05 03 0 w 7" O.C. m 25 -2 +12' -6" 811 x 30" 2 01 2 «6 215 03 © w 8'I Ox: 6" O UPtUz,N D i.• ...• 215-3 +11' -61, a" x 18" 2 06 2 06 413 © `r .• r 25 -4 +11' -6.. all x 3011 2 06 2 «6 PROVIDED W/ 2*5 AS A 1 «5 *3 © w all acG 25 -5 +12' -6 a x 301' 2 «1 2 0 6 m 1 * 5 03 D w 10" O.G. UPTURNED 25 -1 +11,40" 8 'I x 24 2 6 2 5 1 « 5 #3 D 0 12 O.G. 0heet no. 25-a +12' -011 16 "x 22" 3 R 6 3 «6 105 «3 D w 10" O.G. 5-2 28 -9 +12' -0" 16 "x 22" 3 « 5 3 05 1 1 1 5 03 D o 10" O.C. 25 -10 +11' -6" S" X la" 2 * 6 2 05 0 1 «5 «3 © "1" O.C. PARTIALLY UPTURNED 25 -11 +11' -611 all x 2811 2 06 2 «6 w A 2 05 *3 © a 10" O.C. 25 -12 +11' 611 gil x 1611 2 06 2 06 03 D • 4" O.C. 25 -13 +12' -611 a" x 30" 2 «6 2 05 1 «5 03 D * 10" O.C. UPTURNED FRB-1 +10' -6" 12" x 22" 3 06 3 « 6 03 D all O.C- R5-2 +10'40" a" x 28" 2 * 6 2 «6 2 05 03 D + 121' D.G. RB -3 +10' -6" 12" x 22" 3 «6 3 05 03 D all O.G_ TB PLAN 81. x 12 11 2 « 5 2 « 5 «3 D 1 3611 OL,. r x Y ' ` V O � O O ° c �. Q � n r , LO F Wow; O u N { � OR { Wz�y ab E-4 �0 O0 u .� b lu yr I NVHTAI m 0 ,1 I� 1 •� 2 05 CONT.' ALL VERTICAL 8 1 1 BARS W/ 90'- STD. - u 14 8" x 8" x lro" r+ HOOK IN U -BLOCK HOLLOW U -BLOCK FULLY GROUTED m � MBEDED STRAP FOR NVHTAIro RE INFORCED MASONRY CONSTRUCTION, TIE BEAM 6 NOT REQUIRED_ BOND BEAM t PROVIDED W/ 2*5 AS A • CAP FOR cmu, U -E3LOCK DETAILa m 11.4 11 1-011 b m 0 a1 x 0heet no. E- 5-2 Consultine Structural En ineer , •rj f E- P.E_ 330-14 j60'° 18 2Qj1a E- 0 a0 U 2 Of � Z ra w A o C � w w ►n a ° 4rs "� �ft'ltwr. ' 1 y• r m 0 ,1 ° 4rs "� �ft'ltwr. ' 1 y• r m 0 1 •� - u 14 m � � 6 t b m 11.4 b m b a1 x 0heet no. Zvonimir° T_ 5elfranir \, ° tj� 5-2 Consultine Structural En ineer , •rj f P.E_ 330-14 j60'° 18 2Qj1a 4.536 S.U.J. 14 CTJIIAMI, FLORIDA 33154 7 (j "10 2 Of - C3m5) 669 - 0255 {1 BELFRANINwAOL_COM •' A;