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11-1120-003• c ••ru0 Cu• i� I�' ' .Cie • • � fee i i • n La „ • i I -4„ » 1 4' -4„ 1 „ 4, -4„ 1 4,_4„ 1 ., 4, -4„ 1 ' 4' -4„ 1 4' -4„ i I s r. qq 1111 11 1 4 -4 1 W i ;I v ' • U U AI] .�� y i i o . r G N,31 �.L�'ING ENGINEERSINC ,.i. 4705 S.W. 143RD AVENUE MIAMI, FLORIDA 33175 PHONE: 786 -351 3663 FERNAWDO AZCUE P.E.: :v LICENSE 0:65521 STRUCTuf< Zz ,111119119fff� � �lTt,� -.a I i ti titfl'"''�� , CONSULTANTS la Iii Ill$. DE STOREFRONT (EXILTI 31,64:5 125.4' 2201.0 ELEVATION TO THE EAST SI i (} 114(6:4) 1(x5.4)' 250(1;1) 620(2.1) 50b(22) 1,000 (4.4) SCALE: N.T.rJ Safe wrrldno hair for tin0l• Ihdallafion under static loadini rhouhj not exceed 26'6 •f 0i* u%rnoto Iom4 capacity- II I NOTE: 3116,1Ta"p requires 5132 "61t, 114 "Taprm requires 3110' ")r�., TAPCON PERFORMING DATA „ 1' „ 1 2' -8" 1 2' 1 2'--8" 1 2' -8" 1 2' -8" 1 2' -8" 1 " 2,_8„ 1 'j " SCALE: 3/4 " =1' -0" 1 2'- 8 1 2'- 8 2P-8" :At rirthI Infomiati0n 11111200" amid Vrder'IntirmatlQtl 1 111249510 ■a9c01cauo0s,l -- Installation Instructions )Taannn.Condrfva'iaf -C" t I Aoprsvaln and Listirls. Y ultlmatt Tension and Sheer Nalu,fs (LJasJkN) in Concrleit' ANCHOR MIN. DEPTI I fe 2000 PSI (13.11, MPa) fc 3000 PSI (20,7 MRa) t o- 4000 PSI (27.R Tc -'$006 pal (3:.i Mpg) DIA. OF Mra) In. (mm) EIOREOMENT In, (mm) F-64s(3.7) GHEA.R TENSION $HEAR TENSION SHEAR TENSION $HEAR Lb%, (kN) Lhc,(kN) Lbs,(kN) Lbc.(kN)'' Lrc.(kN) Lim (kN) Lies. {kN) 311` (4.i) 1(25,4) 72D (3.2) 425 (2. 9)' 720 (3-2) 660(2-0) 720 (32) ff00 (3.5) 240(3-9) 1 114 {31.2) 720(3.2) 259 (3 i) 720 (3.2)' #70(3-1) 720 (3.2) 1,010 (4,5) 260 {3.0) 1 -112 (32;9) 1 rAD (44) 16D (34) 1,410 (4.9) 1110 (3 -i) 1,066 (4.11) 960 (3.11) 1,226 (5 -4) 2196 (3.11) 1 -314 (44.5) 1.450 (5 -5) 676 (3.9) 1.455 (2.5) 270 (3.+u) 1.440 (5.5) 5',10 (4,4) 1.734 (7.7) ttD (4m4) 114 (6.4) 1(26-4) 730 (3.3) 600 (4,0) 776(s.4) 900 (4.0) 200 (34) 1,360 (51.1) 650,(4 -2) 1;440 (6.4) 1 -214 31:2 1.050 41 !00 4.0 JAW 51 900 4.0 1 270 "5.6 13(10 C:1 1 515 6-n i,440 (6A 1412 (39.1) I'm (6.1) 1,200 (5.3); 1,600 (7.2) 1,200 (5.3) 1,#26 (11.1)' 1,360 (4.1) 2.170 (0) 1`,670 (7.4) 1 -314 (44.5) 2,020 (5.0) 1,47D (7.4) 2„200 (5.9) 1,470 (7.4) 2.310 (10,4) 1,S70(7.4) 2,770 (123) '1,570(7.4) §at'o w•rklry hair larsll>,le Inctallat winior static leailn4 should not exceed 25% of the011"al• 10a4'Capaclty., ' Ultimate Tension and $hear Values (L bsIRN)'In Hollow Block i JINCHOR. ANCHOR LIGHTWEIGHT BLOCK MEDIUM WEIGHT BLOCK, DIA: EMBEDMENT In. (mm) In. (mm) TENSION SHEAR TENSION SHEAR Lbs. (kN) Lha. (M) LYa. (k N) Lb%. (kN) tl' 1 340 1 5 _ "730 (32) LASS(EXIST-) EXIST. ALUM. MULLION EXIST. ALUMN, TRACK EXISTALUMIN. EXTRU. SPECIFICATIONS SCALE: 3/4 " =1' -0" CONCRETE J "TAPCONS@12 "C /C_y ANCHORING FOR EXIST. ALUM. FRAME SCALE: 3/4 " =1' -0" c} - IT .t -It 3/ G REMA EDGE OF EXIST. 3/ G EMA SLAB i "G SIRE IN EXIST /i "G SS(R AIN) /i "G SIRE IN) Z�j T.) /i "G SIRE IN) NEW G D D/ (T A/I 7 -7 r� r ___z CONCRETE J "TAPCONS@12 "C /C_y ANCHORING FOR EXIST. ALUM. FRAME SCALE: 3/4 " =1' -0" 13 „ 2,_$., 1 2' -g> 1 2, -8,, 13 „ 2,`a„ 13 2' -11" 13 " In 11 n Ir ---I c} - IT .t -It 3/ G REMA EDGE OF EXIST. 3/ G EMA SLAB i "G SIRE IN EXIST /i "G SS(R AIN) /i "G SIRE IN) Z�j 4 "X1.75 ALUM. EXTRUT. TRACK (EXIST.) /i "G SIRE IN) NEW G D D/ (T A/I 7 -7 _741Z 13 „ 2,_$., 1 2' -g> 1 2, -8,, 13 „ 2,`a„ 13 2' -11" 13 " In 11 n Ir ---I = t i it �I 0 I o ISSUED FORw�« :r N •�r.. I REVISIONS:I C" ,;.v 134" 2' -8" 13/4 2'-8" 13/4" 2' -8" 13/4 2' -8" 13/4" 2'-8" 14'- 5)2" 14' --2Y2' BII l � (�_ Y ELEVATION TO THE NORTH SIDE STOREFRONT EXIST. ELEVATION TO THE SOUTH SIDE STOREFRONT EXIST. lllf?F 3 r,t�,�f/ti}�1 I SCALE: N.T,S $RUCr � SCALE: N.T.S PROJECT NAME:;I► MR.ANDRES RODRIGU c} - IT .t -It IST,3 GLA (REM ) EDGE OF EXIST. 'ONC. SLAB 57.3/ GLAS REMA EXIST /i "G SS(R AIN) 4 "X1,75 ALUM, EXTRUT. (EXIST.) @48" C /C(MAX) 4 "X1.75 ALUM. EXTRUT. TRACK (EXIST.) AIL NE ANC G S -2 P) _741Z r ___z = t i it �I 0 I o ISSUED FORw�« :r N •�r.. I REVISIONS:I C" ,;.v 134" 2' -8" 13/4 2'-8" 13/4" 2' -8" 13/4 2' -8" 13/4" 2'-8" 14'- 5)2" 14' --2Y2' BII l � (�_ Y ELEVATION TO THE NORTH SIDE STOREFRONT EXIST. ELEVATION TO THE SOUTH SIDE STOREFRONT EXIST. lllf?F 3 r,t�,�f/ti}�1 I SCALE: N.T,S $RUCr � SCALE: N.T.S PROJECT NAME:;I► MR.ANDRES RODRIGU PARTIAL PLAN (SPAN 4'--4" r_- -._._ . SCALE: 3/4 " =1' -0" c} - IT .t -It EDGE OF EXIST. CONC. SLAB EDGE OF EXIST. 'ONC. SLAB 4 "X1,75 ALUM, EXTRUT. (EXIST.) @48" C /C(MAX) 4 "X1.75 ALUM. EXTRUT. TRACK (EXIST.) 4 "X1.75 ALUM. \_4"X1.75 EXTRUT. (EXIST.) @48" C /C(MAX) PARTIAL PLAN (SPAN 4'--4" r_- -._._ . SCALE: 3/4 " =1' -0" SCALE: 3/4 " =1' -0" EDGE OF EXIST. 'ONC. SLAB 4 "X1.75 ALUM. \_4"X1.75 EXTRUT. (EXIST.) @48" C /C(MAX) ALUM. EXTRUT. TRACK (EXIST.) SCALE: 3/4 " =1' -0"