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PLANS1:� GRAVITY GTH T_ YPE LEN - --` 8U8 8F8 -08 8F12 -0B 8F16-0B 8 F20 - Op 8F24- OB8F28- OB8F32 OB 8F8 -1B 8F12 -1B 8F16 -18 8F20 -1B 8F24 -IB 8F28-1B 8F32 -1B 2' PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3' -6' (42') PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4' -0' (48') PRECAST 2029 2325 2496 3467 6039 4438 7526 5410„, 9004 6384 10472 7358 11936 2646 4473 4' -6' (54`) PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5' -4' (64') PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'- 10'(70') PRECAST 972 1000 105 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6' -6' (78') PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7' -6' (90') PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9' -4' (112')PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'- 6`(126') PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'- 4'(136') PRECAST 445 598 93 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'- 0`(144') PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'- 4'(160') PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14' 0'(168') PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 tiv +irri ■ m.....%.."0 GRAVITY LENGTH TYPE $RUB 8RF6-0B 8RF10 -08 8014 -0B 8RF18-09 8RF22 -0B 8026 -08 8RF30 -08 8RF6-18 8RF10-1B 8RF14 -1B 8RF18 -1B 8RF22 -18 8RF26 -18 8RF30 -LB 4' -4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4' -6' (54') PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5' -8' (68') PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'- 10'(70') PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2g51 3811 6472 6516 5450 6411 6' -8' (80') PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 oralimemasta REINFORCED FOUNDATION NOTES 1) STRUCTURAL CONCRETE SHALL CONFORM WITH ACI -301 IT SHALL REACH A MINIMUM COMPRESSIVE STRIENGTH OF 2500 PSI IN 28 DAYS FOR SLABS AND 3000 PSI FOR BEAMS AND COLUMNS 2) AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4" CONCRETE ASTM C -33 SHALL CONFORM TO ASTM C -94 3) CONCRETE TESTING IS REQUIRED AS FOLLOWS: 1 SET OF 5 CYLINDERS FOR EVERY 50 CU. YDS. OF CONCRETE AS PER ASTM C -94 4) MAXIMUM PERMISSIBLE SLUMP IS 5 -6" IN STRUCTURAL CONCRETE WITH THE EXCEPTION BEING SAND CEMENT GROUT 5) REINFORCING STEEL SHALL CONFORM TO ASTM A -615 GRADE 60. REINFORCING STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE " MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ". HOOK ALL DISCONTINUOUS TOP REINFORCING. PROVIDE CORNERS WITH 2# 5 X 4' -0" BARS. CLEAR COVER FOR REINFORCING BARS SHALL BE: FOOTINGS 3" SLABS 3/4" BEAMS /COLUMNS 1 1/2" UNFORMED FACES .... 3" FORMED FACES IN CONTACT W /EARTH 2" SOIL STATEMENT AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND & ROCK WITH A MIN BEARING CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER' SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITION`S ARE SIMILAR TO THOSE UPON WHICH THE DESING IS BASED ON. SEE S.F.B.C. SECT. 2403. STRUCTURAL NOTES APPLICABLE CODES: A: S.F.B.C. 1994 DADE COUNTY EDITION B: A.C.I. 318 -99 REINFORCED CONCRETE C: REINFORCED MASONRY BY A.C.I. 530 -99 AND THE MASONRY DESIGNERS GUIDE BY A.C.I., T.M.S., A.S.C.E. E: WINO ANALYSIS AND DESIGN PER A.S.C.E.7 -88. REINFORCING STEEL fy = 60,000 P.S.I. fs = 24,000 P.S.I. Es = 29,000,000 P.S.I. Em = 1,350,000 P.S.I. N = Es /Em = 21.48 ALL BLOCK 8" A.S.T.M. C -90 HOLLOW UNIT MASONRY DESIGN f'm = 1,500 P.S.I. GROUT SHALL COMPLY WITH A.S.T.M. C476, 28 DAYS MIN. COMP. STRENGTH = 3,000 P.S.I. GROUT SLUMP REQUIRED 8" TO 11" PROVIDE CLEANOUT HOLES AT TOP,MIDDLE AND BOTTOM OF FILLED CELL MORTAR SHALL COMPLY WITH A.S.T.M. 270 MORTAR SLUMP REQUIRED 5" TO 8" TYPE AS PER S.F.B.C. 2702.lOb CONTRACTOR TO CONSOLIDATE GROUT LIFTS WITH 3/4" VIBRATOR PLYWOOD ROOF DIAPHRAGM 1. ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN / CONSTRUCTION GUIDE - DIAPHRAGMS" AND THE LOCAL BUILDING CODE. 2. PLYWOOD ROOF DECKING SHALL BE 19/32" MINIMUM THICKNESS, AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, MTH FACE GRAIN PERPENDICULAR TO THE SUPPORTS . 3. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 8d GALVANIZED NAILS, SPACED AT 6 "o.c. MAX. AT SUPPORTED EDGES AND AT 6 "o.c. ALONG INTERMEDIATE SUPPORTS. GABLE ENDS NAIL SPACING SHALL BE 8d NAILS 0 4 "o.c. MAX. 4. INSPECTIONS: SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY THE MUNICIPALITY, ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS. ROOF DEAD LOAD ROOF LIVE LOAD DESIGN LOAD CALCULATIONS TOP CHORD 15 PSF BOTT CHORD 10 PSF 30 PSF FLOOR DEAD LOAD 25 PSF FLOOR LIVE LOAD 40 PSF INT. PAR11TIONS 8 PSF (NON BEARING) MACHANICAL 4 PSF BALCONY & STAIRS LIVE LOAD 100 PSF 6" CONCRETE SLAB DL 75 PSF GENERAL NOTES 1) ALL POURED IN PLACE CONCRETE FILL CELLS AND TIE BEAMS TO BE 3000 PSI AT 28 DAYS MIN. 2) ALL CONCRETE WORK IN ACCORDANCE WITH " SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI- 308 -71) 3) NO ADMIXTURES PERMITTED WITHOUT WRITTEN APPROVAL OF ENGINEER 4) FOOTING SIZES AND REINFORCEMENTS BASED ON A PRESUMPTIVE ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER WITH A MINIMUM OF 3 OVERLAPPING PASSES. 5) COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AS PER ASTM D - 1987 AT OPTIMUM MOISTURE CONTENT. 6) PRIOR TO CONSTRUCTION PROVIDE TERMITE PROTECTION TREATMENT TO SOIL IN ACCORDANCE WITH "NATIONAL PEST CONTROL ASSOCIATION" STANDARDS 7) PROVIDE CLEANOUT OPENING AT THE BOTTOM OF REINFORCED MASONRY CELLS THAT ARE BEING FILLED TO ENSURE THAT THE CELL IS FILLED. PROVIDE WEEP HOLES AT 1/3 AND 2/3 OF SPAN 8) ALL REIN. STEEL SHALL CONFORM TO A.S.T.M. A -615 GRADE 60. REINFORCING STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" LAP CONTINOUS REINFORCING A MIN. OF 30" IN BEAMS 36 BAR DIAMETERS IN SLABS. HOOK ALL DISCONTINOUS TOP REINFORCING. PROVIDE AT ALL CORNERS 2 #5 60" LONG BENT 9) PROVIDE 2 #5 48" DIAGONALLY AT ALL CORNERS OF OPENINGS 'WIDER THAN 15" 10) CLEAR COVER FOR REINFORCING SHALL BE: SLABS: 3/4" FORMED FACES IN CONACT WITH EARTH .... 2" UNFORMED FACES 3" 11) ALL BLOCK MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCEMENT " DUR -O -WALL LADDER TYPE SPACED 16" ON CENTER. USE PREFABRICATED CORNERS AND TEES BY "DUR -O -WALL AT CORNERS AND JUNCTIONS OF WALLS MASONRY UNITS SHALL BE 2 CELL HOLLOW UNITS CONFORMING TO A.S.T.M. C -90 WITH COMPRESSIVE STRENGTH OF 1500 P.S.I. ON THE NET CROSS - SECTIONAL AREA AND SHALL BE LAID IN RUNNING BOND. MORTAR SHALL BE TYPE "S" 12) STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. STEEL CONSTRUCTION MNAUAL AND SHALL CONFORM WITH THE LATEST A.S.T.M. SPECIFICATIONS. BOLTS SHALL CONFORM TO A.S.T.M. A325, ANCHOR BOLTS SHALL CONFORM TO TO A.S.T.M. A307. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 13) CONTRACTOR SHALL SUBMIT 1 BLUELINE AND 1 REPRODUCIBLE SET OF SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO THE FABRICATION OR ERECTION OF ALL REINFORCING AND STRUCTURAL STEEL COMPONENTS 14) CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 15) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT STRUCTURES, STREETS, AND SIDEWALKS DURING EXCAVATION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. SHOULD A DISCREPANCY BE FOUND STOP WORK IMMEDIATELY AND NOTIFY ARCHITECT. WORK CANNOT PROCEED UNTIL ARCHITECT GIVES HIS WRITTEN AUTHORIZATION TO 00 SO. 16) THE USE OF A SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THE PLANS IS STRICTLY FORBIDDEN. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS RESULTING FROM SUCH ACTIONS. 17) CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. 18) USE CONCRETE MASONRY UNITS CONFORMING TO A.S.T.M. C90: DESIGN F'm =1500 P.S.I. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE ADD ONE GROUTED CELL ABOVE AND TWO GROUTED CELLS BELOW ANCHOR ELEVATION 19) GROUT USED IN THE WORK SHALL CONFORM TO ASTM C476 WITH A SLUMP MIIX OF 8" TO 11 ", PROVIDE CLEMOUT AND INSPECTION HOLES AT FILLED CELLS AT BOTTOM COURSE. ALL MORTAR SHALL CONFORM WITH ASTM C270 20) POUR GROUT IN LIFTS NOT TO EXCEED 4' 21) GROUT USED IN THE WORK SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. GROUT SLUMP REQUIRED 8" TO 11" PROVIDE CLEANOUT HOLES AT TOP, MIDDLE 22) THE FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS SO THAT THE PRESSURE DUE TO THE COMBINED DEAD LOAD, LIVE LOAD, AND WIND LOADS (ECCENTRIC OR OTHERWISE) DOES NOT EXCEED THE ALLOWABLE SOIL BEARING VALUE (2000 PSF) . 23) THIS ENGINEERED MASONRY SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH A.C.I. 530.1 -92 AND 530 -2, A.S.C.E. 5 -92 AND 6 -92, T.M.S. 402 -92 AND 602 -92 AND THE SOUTH FLORIDA BUILDING CODE, 1994 DADE COUNTY. 24) A SPECIAL INSPECTION BY A FL. CERTIFIED ENGINEER OR SPECIAL INSPECTOR, WILL BE REQUIRED FOR ALL ENGINEERED MASONRY CONSTRUC110N, SOIL COMPACTION AND FOR TRUSSES OVER 40' -0 ". 25) ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL OR BETTER, WITH THE APPROVAL OF ENGINEER OF RECORD. 26) ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE No. 2 OR BETTER. MINIMUM BENDING STRESS, Fb = 1,200 PSI. REINFORCED CONCRETE NOTES YOUNG'S MODULES, E = 1,500,000 PSI. 1) EXTEND BOTTOM BARS 8" PAST ALL OPENINGS GREATER THAN 3' -0" ON BOTH SIDES. 2) TIE BEAMS SHALL BE CONTINUOUS REINFORCEMENT, PROVIDED BY LAPPING SPLICES NOT LESS THAN 30 ". CONTINUITY SHALL BE PROVIDED AT ALL CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 30" OR BY ADDING 2# 5 BENT 30" EACH LEG. 3) CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REBARS THRU COLUMNS OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A DISTANCE OF 30 ". 4) HOOK TOP OF VERTICAL BARS IN ALL TERMINATING COLUMNS 2" BELOW TOP OF SLAB AND 3" BELOW TOP OF THE TIE BEAM. WIND DESIGN PER ASCE 7 -88 MEAN ROOF HEIGHT ± 25' -4" NET UPLIFTS SHOWN HEREIN ARE BASED ON (GROSS UPLIFT) LESS 10 PSF (DEAD LOAD) PER ASCE COMPONENTS AND CLADDING ZONES 1 AND 2 ZONE 1 - 32.8 PSF ZONE 2. - 61.4 PSF CONSTRUCTION JOINT 3' -0" 3' -0" 3' -O" 3'-O" ZONE SAL 3' -0" MIN. STANDARD 90 o HOOKS STIRRUPS CLEAR SPAN TYPICAL CONCRETE BEAN /COLU V N REI N FORCEM E\ TS SCALE: N.T.S. v 0 O TYPICAL: 19/32" CDX PLYWOOD DECKING NAILED TO TRUSSES w /8d NAILS, AS PER ZONES. ZONES 0 € } : 8d NAILS © 6 "o.c. THROUGHOUT. : 8d NAILS 0 4 "o.c. AT EDGES. : 8d NAILS 0 6 "o.c. AT INTERMEDIATES. ROOF PLAN SHOWING ZONES 1, 2 & 3 SAFE LOAD TABLES FOR GRAVITY, UPLIFT -I- LATERAL LOADS 8' PRECAST + PRESTREESSED U LINTELS 8' PRECAST -f- PRESTRESSED U LINTELS . 4Rrn 8' PRECAST + PRESTRESSED U- 1 /2 (L1 or L2, WHICHEVER IS IS GREATER) + "b" PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION- CAST -CRETE DIVISION ACCEPTANCE NO.: 96- 0613.01 EXPIRES: 05/21/01 3' -0" f 71::F CONCRETE COLUMN TYPICAL L.2 CLEAR SPAN NOMINAL WIDTH NOMINAL HEIGHT_ L3 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF #7 REBAR AT BOTTOM OF LINTEL CAVITY 8F8-1B 7 -5/8" ACTUAL 8" NOMINAL WD GROUT #7 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) MINIMUN LINTEL REINF: 1# 7 BOTTOM SCALE: N.S.T. 2'- 10'(34') PRECAST 3' -6' (42') PRECAST 4' -0' (48') PRECAST 4' -6' (54') PRECAST 5'-4' (64') PRECAST 5'- 10'(70`) PRECAST 6' -6' (78') PRECAST 7' -6' (90') PRECAST 9' -4' (112')PRECAST 10'- 6'(126') PRECAST 11'- 4'(136') PRECAST 12'- 0'(144') PRECAST 13'- 4'(160') PRECAST 14'- 0'(168') PRECAST UPLIFT 8F8 -1T 8F12 -1T 8F16 -1T 8F20 -1T 8F24 - 1T 8F28 8F32 8F8 -2T 8F12- 2T8F16- 21-8120- 2T8F24- 2T8F28- 2113F32 -2n 2727 2878 4101 5332 6569 7811 9055 2727 2784 3981 5190 6407 7630 8857 2165 2289 3260 LATERAL 8U8 8F8 2021 2021 4237 2165 2215 3165 4125 1878 1989 2832 3680 1878 1925 2750 3583 1660 1762 2507 3257 1660 1705 2435 3171 13930 1484 2110 2741 1393 1437 2050 2670 12720 1357 1930 2505 1272 1315 1875 2441 11410 1200 1733 2250 1141 1182 1684 2192 9590 912 1475 1914 990 1029 1466 1907 801* 612 980 1269 801 755 1192 1550 716* 498 793 1027 716 611 1039 1389 6660 439 696 899 666 535 905 1295 6070 400 631 816 631 486 818 1209 5000 340 532 686 573 409 682 1004 4581 316 493 635 548 378 629 922 5219 5091 4532 4422 4010 3913 3375 3293 - 3084 3010 2769 2703 2354 2351 1560 1910 1261 1711 1104 1595 1001 1514 841 1367 778 1254 6204 7192 6061 7036 5387 6245 5264 6110 4767 5525 4658 5406 401 8 3920 ,4549. 3665 4247 3583 4157 3290 3812 3216 3732 2797 3240 2797 3245 1852 2144 2271 2634 1496 1731 2034 2358 1309 1515 1896 2198 1186 1372 1799 2086 997 1153 1637 1897 922 1065 1257 938 727 505 418 707 591 454 396 363 340 302 286 1257 938 727 565 418 887 657 630 493 556 494 398 360 8' PRECAST + PRESTRESSED U- LINTELS :411u LENGTH TYPE 4' -4' (52') PRECAST 8RF6-IT 8RF6 -2T 1244 1244 1192 1192 9240 924 8 96* 896 778 4' -6' (54') PRECAST 5' -8' (68`) PRECAST 5'- 10'(70') PRECAST 6' -8' (80') PRECAST UPLIFT- 778 8RFIO -1T 8RF10 -2T 1573 1519 1507 1455 1172 1132 1138 1099 882 956 8RF14 -1T 8RF14 -2T 2413 2339 2311 2240 1795 1741 1742 1690 1513 8RF18 -1T 8RF18 -2T 3260 3170 3121 3036 2423 2357 2352 2288 2042 8RF22 -1T 8RF22 -2" 4112 4008 3937 3837 3055 2978 2965 2891 2573 1468 8RF26 -IT 8RF26 -2T 4967 4850 4756 4643 3689 3603 3581 3497 3107 1987 2509 3035 8RF30 -1T 8RF30 -2- 5825 5696 5577 5453 4325 4230 4198 4106 3642 8RU6 932 853 501 469 830 LATERAL 8RF6 932 853 501 469 110 7 1816 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 3563 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY AU. DIMENSIONS MTH ARCHITECTURAL DWGS. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL - P.E. #49285 45$2 N. HIATUS ROAD; SUNRISE; FL. 33351, Ph. (954) 741 -2572 Fax. (954) 741 -863$ \\ 0 2x6 PT WOOD NAILER ATTACHED TO CONCRETE BEAM 'MTH HILTI 0.134 DIAM.x 3" LONG POWDER ACTUATED FASTENER, SHOTS 0 12" o.c. STAGGERED. 10d nails 4 4" o.c. TO 2x6 PT NAILER. TOP OF TIE BEAM ELEVATION = +18' -8" 8 "x8 "x16" CONCRETE MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE TOP. OF FLOOR ;It kELEVATION = +10' -2" TOP OF TIE BEAM ELEVATION = +9' -10" (REFER TO BEAM SCHEDULE FOR SIZE AND REINF.) 8 "x8 "x16" CONCRETE MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE FIN. PAVEMENT ELEVATION = —2' -0" l TOP OF SLAB ELEVATION = +3' -4" SECTION SCALE: 3/4 " =1' -0" ATTACH X— BRACING w/ SMCO FRAMING ANGLE, CLP3 TO CONTINUOUS 2"x4' PT NAILER PREFAB ENG. WOOD TRUSSES 4 24 "o.c. 2x4 CONT. BOTTON CHORD LATERAL BRACING. ATTACH X— BRACING w/ SEMCO FRAMING ANGLE, CLP3 TO CONTINUOUS 2 "x4" PT NAILER 1 #5 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK REINF, BAR 12" AT TOP AND BOTTOM. FILLED CELLS AT ALL CORNERS, OPENINGS AND AS SHOWN ON PLANS. ALL SPLICES SHALL BE A MIN. 48" BAR DIAMETERS FOR COMMON FLOOR TRUSSES USE ONE HUGHES DTC STRAP w/ 9 -10D x 1 -1/2" TO TRUSS 4 10d x 1-1/2" TO SEAT PLATE FOR FLOOR GIRDERS TRUSSES USE TWO HUGHES DTC STRAP w/ 9 -10D x 1 -1/2" EA. TO TRUSS 4 10d x 1 -1/2" TO SEAT PLATE 3/4" PLYWOOD DIAPHRAGM w/ 10d NAILS 0 6" o.c. 0 INT. SUPPORTS AND 4" o.c. AT PANEL EDGES, EDGE BLOCKING 2' NOMINAL. PLYWOOD SHALL BE GLUED W ADHESIVES MEETING REQUIREMENTS OF A G -01 (TYPICAL). 19/32" PLYWOOD. BLOCK DAPHRAGM AS INDICATED ON 2nd FLOOR PLAN PROVIDE 2 "x4" PT BLOCKING BETWEEN _ EACH TRUSSES. FASTEN BLOCKING (3) (2 6 ) 10d I A AILSTOE ON TO U AIL EACH ENDS. 1 #5 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK REINF, BAR 12" AT TOP AND BOTTOM. FILLED CELLS AT ALL CORNERS, OPENINGS AND AS SHOWN ON PLANS. ALL SPLICES SHALL BE A MIN. 48" BAR DIAMETERS PERVIOUS BRICK PAVERS 1 OVER 2" SAND FILL ISOLATED FOOTING (REFER TO FOOTING SCHEDULE FOR SIZE AND REINF.) PROVIDE 2 "x4" BLOCKING 48 "o.c.BACK OF GABLE END. NAIL EA. SEAM W /10d NAILS 0 4" o.c. X BRACING ATTACHED W/ (2) 16d NAILS TO TRUSS. 19/32" EXTERIOR GRADE PLYWOOD SHEATHING NAILED AS PER DETAIL. S -4 SCALE: N.T.S ALL SPLICES SHALL BE A MIN. 48" BAR DIAMETERS 4" thk. CONCRETE SLAB # 5 0 12" o.c. NOTE: FOR STAIR DIMENSIONS REFER TO ARCHITECTURAL DRAWINGS. CONCRETE COLUMN (REFER TO COLUMN SCHEDULE FOR SIZE AND REINF.) 4" thk. CONCRETE SLAB ISOLATED FOOTING (REFER TO FOOTING SCHEDULE FOR SIZE AND REINF.) ISOLATED FOOTING - CONCRETE COLUMN DETAIL FILLED CELL w/ 1 — #5 4'- 0 "o,c. (MAX.) TYP. 6' —O" o.c. TYPICAL RAKE BEAM. N.T.S. — # 5 ® 12" o.c. #3 NOSING BAR STAIR SECTIO\ TYP. SCALE: 3/4 " =1' -0" LAP BARS 48 BAR DIAMETERS NOTE: 1. SOFFIT OF RAKE BEAM SHALL HAVE 3:12 (max) SLOPE. 2. FOR SLOPE ON TOP SIDE OF TIE BEAM SEE ROOF PLAN. 3. TIE BEAM SHALL BE MINIMUM 8" WIDE BY 12" DEEP. (FOR REINFORCEMENT SEE TIE BEAM SCHEDULE) 4. TIE BEAM SOFFIT MAY BE STEPPED UP EVERY 8 FEET AT FILLED CELL w/ 1#5 BAR AS SHOWN. # 5 DOWELS 12" o.c. PROVIDE FILLED CELLS AT SIDES OF MASONRY OPENINGS, AT ALL CORNERS AND AT 4'- 0 "o.c. TOP OF SLAB EL. VAR. EL. 0' -0" IF 12" x CONT. • (REFER TO FOOTING SCHEDULE FOR SIZE & REINF.) 8x12 CAP BEAM W/ 4 #5 CONT. # 3T 048" 0/C 1 #5 VERTICAL IN CONC. FILL CELL ® 32" o.c. 8" C.M.U. GRADE 8 "x12" CONCRETE BEAM REFER TO BEAM SCHEDULE FOR REINFORCEMENTS PROVIDE 2— FILLED CELLS w/ 1 — #5 EACH CELL © RIDGE PROVIDE "DUR —O— WALL" HORIZONTAL REINFORCEMENT © 16 "o.c. AS SHOWN S"CTIO\ SCALE 3/4 " =1' -0" _30" ABOVE ROOF LINE S4 PROPERTY LINE 8 "N HALF ROUND CONT. NOTCH AT BASE OF HALF ROUN 1" SIDEWALK CONC. FOOT. SEE STRUCTURAL DWGS. FOR DETAILS NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DWGS. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL — P.E. #19285 4582 N. IIIATUS ROAD; SUNRISE; FL. 33351 Ph. (95-1) 741 -2572 Fax. (954) 741 -8635 ROOF CONCRETE BEAM SCHEDULE N�I'dW j 3dA1 WV38 TOP OF TIE BEAM ELEVATION H10W1 l 1HO13H REINFORCEMENTS # 3 STIRRUPS REMARKS dO1 MIDDLE NO1108 TB -3 B 18 -8" 8" 12" 2 - #5 - 2 - #5 0 48" OC SEE NOTES 1 -3 RB B VAR. 8" 12" 2 - #5 - 2 - #5 - RAKE BEAM TB -5 B SEE ARCH. 8" 12" 2 - #5 - 2 - # 5 ®48" OC VERIFY ELEV. W /ARCHTECTURAL •• t I DIAGO BARS TYPE -A TYPE -B 0 EACH FACE ARCH BEAM TYPE -C BEAV TYPES CONCRETE BEAM NOTES: 1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. 2. TIE BEAMS SHALL HAVE (4) #3 TIES AT 12 "o.c. AT ALL CORNERS, EA. WAY, AND 48 "o.c. REMAINDER. 3. PROVIDE (2) #5 x 60" CORNER BARS, BENT 30" EACH WAY © ALL CORNERS. TRUSS ANCHOR LEGEND ACTUAL UPLIFT CD HUGHES DTC STRAP w/ 9 -10D x 1 -1/2" TO TRUSS 4 10d x 1 -1/2" TO SEAT PLATE STRAP CAPACITY 1365# (DADE APPROVAL #98- 0717.03) OM O ONE HUGHES DTC STRAP w/ 9 -10 x 1/2" NAILS TO TRUSS PLUS ONE HUGHES 2 TA 20 TRUSS ANCHOR w/ 8 -10d x 1 -1/2" CAPACITY FOR CONNECTION 1365 + 1335 = 2700# REQUIRED ANCHOR B/E = BOTH ENDS OF TRUSS UNO = UNLESS NOTED OTHERWISE G = GRAVITY LOAD TYP = TYPICAL O 3 HUGHES RT 18112 w/ 14 -10d NAILS UPLIFT CAPACITY 1126# (DADE APPROVAL #98- 0717.03) 4 SEMCO THDS 26 w/ 18 -16d NAILS TO LEDGER AND 14 tOd x 1 -1/2" NAILS TO TRUSS. CAPACITY G =2335# U =1285# (DADE APPROVAL #95- 0818.15) CD SIMPSON HURRICANE CLIP HI w /4 -8d NAILS CAPACITY (U =490 #) (DADE APPROVAL #97- 0107.05) SEMCO THDS 26 (D) w/ (6) 1/4" DIAM. TAPCONS x 3 -1/2" LONG TO 6 MASONRY WALL AND 14 10d x 1 -1/2" NAILS TO TRUSS. CAPACITY G =2645# U =2275# (DADE APPROVAL #95- 0818.15) 4 - X11111111 \\ 2 "x4' DIAGONAL BRACING it I I \ C �TB -3f / /'// C IC]�/ VAC]11111090, ACIII1C7 BLOCK UP EXISTING OPENING WITH 2 X 4 FRAMING MEMBERS. FINISH, TO MATCH EXIST. NEW OPENING REPLACING EXISTING WINDOW AND WALL BLOCK UP EXISTING OPENING WITH 2X4 FRAMING MEMBERS. FINISH, TO MATCH EXIST. J m CC co Cc n - 7' .... ROOF PLAN SCALE: 1/4 = 1' - 0" GENERAL TRUSS AND WOOD NOTES REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 # 5 =1LLED CELL DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. IT IS YOUR RESPONSIBIL TY TO NOTIFY THE ARCHITECT iN WRITING AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON PREI_ MINARY DRAWINGS SENT TO OUR OFFICE. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE OF WITHSTANDING A UPLIFT LOAD OF 750 LBS. WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC -109. MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED OTHERWISE. PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER BENDING STRESS, Fb = 1,000 PSI (MINIMUM) YOUNG'S MODULUS, E = L500,000 PSI TB -51 NOTE: 1 #5 VERTICA REINFORCING BAR AT EACH CCrRNER AND 24" OC REMAINDER. BRACING NOTES: 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5- 0 "o.c. REPEATED AT EACH END OF BU LDING AND AT 20' -0" INTERVALS. 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE THAN 6' 0 "o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2 "x4" GRADE MARKED LUMBER, NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE WITH NDS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE TRUSSES. 4. BLOCK ALL PLYWOOD SEAMS WITH 2" X 4" (LAID FLAT) WITH 80 NAILS 0 4 "o.c. AS SHOWN ON ROOF FRAMING PLAN (TWO TRUSSES BACK AT GABLE END). STIRRUPS (REFER TO TIE BEAM SCHEDULE) DROP TIE BEAM (0 WINDOW AND DOOR OPENINGS TYPICAL TIE BEA SCALE: N.S.T. 24 "o.c. (OVERLAP SPLICES) ADD REINFORCEMENT AR S D 2 5 B D # FOR EVERY 8" OF DROP PLAN VIEW V DROP AT OPE (2) 16d NAILS EACH MEMBER 2 "x4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6' -0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) PRE - ENGINEERED WOOD TRUSS TYPICAL LATERAL BRACE SPLICE SCALE: N.T.S. EXTEND DROP OF TIE BEAM 8" BEYOND SIZE OF OPENING AT EACH END OPENING FOR WINDOW, DOOR OR SLIDING DOOR. SEE FLOOR PLAN & ELEVATIONS \I \GS PROVIDE ALL PLYWOOD OF GABLE END. © 4 "o.c. 4' x 8' CDX PLYWOOD SHEATHING MIN. 19/32" THICH MAX. SPAN 24" 2 "x4" BLOCKING SEAMS, 48" BACK NAIL SEAM w/ 10d EA. SIDE OF SEAM. PROVIDE 1/8" SPACING AT PANEL EDGES 2 "x8" WOOD FASCIA SEE TYPICAL WALL SECTION NAILED W/ 2 -16d NAILS © EACH TRUSS 1/16" SPACE AT PANEL ENDS PLYWOOD NAILING DETAIL SCALE: N.T.S. TYPICAL X- BRACING SCALE: N.T.S. \\__ "x4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6' -0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DWGS. PREFABRICATED WOOD TRUSSES 24" ON CENTER SEE ROOF PLAN LATERAL BRACING SEE DETAIL ON THIS SHEET. 8d NAILS AT 6 "o.c. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4 "o.c. © GABLE ENDS FIRST 48" BACK 2 "x4" #2 SOUTHERN YELLOW PINE CROSS BRACING MEMBERS FASTENED TO TRUSSES W/2 -16d NAILS EACH END (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL - P.E. #49285 4582 N. HIATUS ROAD; SUNRISE; FL. 33351 Ph. (954) 741 -2572 Fax. 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PERVIOUS BRICK PAVERS OVER 2" SAND FILL. PLAN TYP. BASE PLATE DETAIL NEW CONCRETE STAIRS SEE TYP. STAIR SECTION N S -4. • s' r FOOTING OUTLINE /4" SECOND POUR / .7 \ _ —__—.J 1F -1 I WF -24 L__ N I W L_. r 1 1 dr -36 L - -- IF -36 < TYP. 1/417 IF -36 SEE FOUNDATION PLAN FOR SIZE & REINFORCEMENTS. NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. IF -12 w / CONC. 6 "- 5 1.4x11.4 WELDED WIRE MESH N OVER VAPOR BARRIER ON CLE WELL COMPACTED FILL. SC _ _ J IF -30 I L 4" CONC. SLAB w/ 6 "x6 "- 1.4x1.4 WELDED WIRE MESH OVER WELL COMPACTED FILL.. '' EXISTING BUILID \G. TE SCALE: 1/4 " =1' -0" TE IF -36 L__J IF -60 NOTE: AT INTERIOR BEARING PARTITIONS PROVIDE WOOD BLOCKING BETWEEN FLOOR JOIST TO SUPPORT NEW FRAMING THAT FALLS BETWEEN EXISTING FLOOR JOIST. SEE WOOD COLUMN SUPPORT DETAIL ON S -1 FOUNDATIO\ PLAN 41-24 IF -12 IF -36 IF -12 s• 1- et \ \ \ / NEW 4" CONC. SLAB w/ 6 "x6 "- 1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. SCALE: `1 \ L� N.T.S. NEW 8" CONCRETE BLOCK WALL J _ I TE -12 WF -24 . J • T J 8" x 8 x 16" CONCRETE MASONRY UNITS . N 4" 4 NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. MASONRY UNITS NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. 9 GAUGE DUR -0 —WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR -O -WALL © CORNER DETAIL EXISTING FLOOR JOIST NEW (2) 2x8 PT WOOD BLOCKING BETWEEN FLOOR JOIST TO SUPPORT NEW 4x4 POST COLUMN r t4, 1 1 SEMCO THDS26D W /18 -10d NAILS TO JOIST AND 14 -10d NAILS TO BLOCKING. PROVIDE CONNECTION AT BOTH ENDS OF BLOCKING. WOOD COLUV\ SUPPORT DETAIL SCALE: N.T.S. 9 GAUGE OUR-0—WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR -O -WALL DETAIL SCALE: N.T.S. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DWGS. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL — P.E. #49285 4582 N. HIATUS ROAD; SUNRISE; FL. 33351 Ph. (954) 741 -2572 Fax. (954) 741 -8635 PROPOSED RESIDENCE ADDITION COLUV\ SCHEDULE >iedw O( m COLUMN TYPE X DIMENSIONS FOOTING SCHEDULE >12AdW ]d)ll ON1100_21 H101M LENGTH Hldaa BOTTOM REINFORCEMENT � ____ REMARKS A B C IF12 A 12" CONT. 12" (2) #5 #5 CO 48 " 0 .c. STAIR FOOTING IF48 A 48" 48" 12" (5) #5 (5) #5 #3 TIES AT 8' o.c. ISOLATED FOOTING IF30 A 30" CONT. 12" (4) #5 #5 0 16 "o.c. B ISOLATED FOOTING IF36 A 36" 36" 12" (4) #5 (4) #5 ISOLATED FOOTING IF60 A 60" 60" 12" (8) #5 (8) #5 1 ISOLATED FOOTING 4F36X84 A 36" 84" 16" (4) #5 (7) #5 ISOLATED FOOTING MF24 B 24" CONT. 12" (3) #5 #5 0 48 "o•c• FOU \ RATIO\ \OYES WALL FOOTING. WF24 A 24" CONT. 12" (3) #5 #5 © 48 "o.c. 1 — #5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND 48 "o.c. OR UNLESS NOTED OTHERWISE. WALL FOOTING. TE C 8" CONT. 8" (1) #5 THICKENED EDGE TE12 C 12" CONT. 8" (1) #5 THICKENED EDGE LorA [ - - -- A ---- ' TYPE —A A TYPE —B TYPE —C FOOTING TYPES EIEV. _ +0' - 0" 4EL.EV. _ —1' -4" L__ IF36x84 IF36x84 SCALE: N. T.S. 3-1/2"x3-1/2"x1/4" STEEL COLUMN 3/4" BASE PLATE w/ 4 -3/4" DIAM. J BOLTS WELDED TO BASE PLATE. PERVIOUS BRICK PAVERS OVER 2" SAND FILL. PLAN TYP. BASE PLATE DETAIL NEW CONCRETE STAIRS SEE TYP. STAIR SECTION N S -4. • s' r FOOTING OUTLINE /4" SECOND POUR / .7 \ _ —__—.J 1F -1 I WF -24 L__ N I W L_. r 1 1 dr -36 L - -- IF -36 < TYP. 1/417 IF -36 SEE FOUNDATION PLAN FOR SIZE & REINFORCEMENTS. NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. IF -12 w / CONC. 6 "- 5 1.4x11.4 WELDED WIRE MESH N OVER VAPOR BARRIER ON CLE WELL COMPACTED FILL. SC _ _ J IF -30 I L 4" CONC. SLAB w/ 6 "x6 "- 1.4x1.4 WELDED WIRE MESH OVER WELL COMPACTED FILL.. '' EXISTING BUILID \G. TE SCALE: 1/4 " =1' -0" TE IF -36 L__J IF -60 NOTE: AT INTERIOR BEARING PARTITIONS PROVIDE WOOD BLOCKING BETWEEN FLOOR JOIST TO SUPPORT NEW FRAMING THAT FALLS BETWEEN EXISTING FLOOR JOIST. SEE WOOD COLUMN SUPPORT DETAIL ON S -1 FOUNDATIO\ PLAN 41-24 IF -12 IF -36 IF -12 s• 1- et \ \ \ / NEW 4" CONC. SLAB w/ 6 "x6 "- 1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. SCALE: `1 \ L� N.T.S. NEW 8" CONCRETE BLOCK WALL J _ I TE -12 WF -24 . J • T J 8" x 8 x 16" CONCRETE MASONRY UNITS . N 4" 4 NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. MASONRY UNITS NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. 9 GAUGE DUR -0 —WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR -O -WALL © CORNER DETAIL EXISTING FLOOR JOIST NEW (2) 2x8 PT WOOD BLOCKING BETWEEN FLOOR JOIST TO SUPPORT NEW 4x4 POST COLUMN r t4, 1 1 SEMCO THDS26D W /18 -10d NAILS TO JOIST AND 14 -10d NAILS TO BLOCKING. PROVIDE CONNECTION AT BOTH ENDS OF BLOCKING. WOOD COLUV\ SUPPORT DETAIL SCALE: N.T.S. 9 GAUGE OUR-0—WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR -O -WALL DETAIL SCALE: N.T.S. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DWGS. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL — P.E. #49285 4582 N. HIATUS ROAD; SUNRISE; FL. 33351 Ph. (954) 741 -2572 Fax. (954) 741 -8635 PROPOSED RESIDENCE ADDITION COLUV\ SCHEDULE >iedw O( m COLUMN TYPE X DIMENSIONS REINFORCEMENT REMARKS VERTICAL 4 —# 6 HORIZONTAL #3 TIES AT 8" o.c. 0 E 8 "X25" 8 #5 #3 TIES AT 8 " o.c. 0 D 8" X 16" 4 —# 6 #3 TIES AT 8" o.c. 0 8" X 12" 4 —# 5 #3 DES AT 8" o.c. 0 C 8 "X16" X 16" 8 —# 6 #3 TIES AT 8' o.c. AS SHOWN. 0 A 16" DIAM. 6.# 6 #3 TIES AT 8" o.c. SONO TUBE COLUMN SC B 3.5" x 3.5" x 1/4" — STEEL COLUMN — CONCRETE FILLED m ININ TYPE TYPE—B l 1 TYPE —D —A COLUMN TYPES TYPE —S NOTE: ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS. TYPE —E FOU \ RATIO\ \OYES GROUND FLOOR SHALL CONSIST OF 4 "thk. CONCRETE SLAB WITH 6 "x6" — 1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN, WELL COMPACTED FILL. FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. SLAB SHALL BE Fc = 3,000 PSI. 2. PROVIDE (2) #5 x 4' -0 "Ig CORNER CRACK BARS 0 ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ f2 3. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE. 4. FILL CELLS INDICATED ON THIS SHEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. = CONCRETE MASONRY WALL (DUR —O —WALL) 1 — #5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND 48 "o.c. OR UNLESS NOTED OTHERWISE. 6. VERIFY SIZE AND LOCATIONS OF ALL WINDOW /DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWGS. 7. O = INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. O = INDICATES COLUMN TYPE AND END OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. O = INDICATES COLUMN TYPE AND END Sc START OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM ELEVATION. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS & FOR TOP OF TIE BEAM ELEVATION. 8. COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS ABOVE THIS SLAB SHALL BE 3,000 PSI. SOIL STATEMENT AS PER VISUAL INSPECTION SOIL CONDITONS AT THIS SITE ARE SAND & ROCK WITH A MIN BEARING CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESING IS BASED ON. SEE S.F.B.C. SECT. 2403. EIEV. _ +0' - 0" 4EL.EV. _ —1' -4" L__ IF36x84 IF36x84 SCALE: N. T.S. 3-1/2"x3-1/2"x1/4" STEEL COLUMN 3/4" BASE PLATE w/ 4 -3/4" DIAM. J BOLTS WELDED TO BASE PLATE. PERVIOUS BRICK PAVERS OVER 2" SAND FILL. PLAN TYP. BASE PLATE DETAIL NEW CONCRETE STAIRS SEE TYP. STAIR SECTION N S -4. • s' r FOOTING OUTLINE /4" SECOND POUR / .7 \ _ —__—.J 1F -1 I WF -24 L__ N I W L_. r 1 1 dr -36 L - -- IF -36 < TYP. 1/417 IF -36 SEE FOUNDATION PLAN FOR SIZE & REINFORCEMENTS. NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. IF -12 w / CONC. 6 "- 5 1.4x11.4 WELDED WIRE MESH N OVER VAPOR BARRIER ON CLE WELL COMPACTED FILL. SC _ _ J IF -30 I L 4" CONC. SLAB w/ 6 "x6 "- 1.4x1.4 WELDED WIRE MESH OVER WELL COMPACTED FILL.. '' EXISTING BUILID \G. TE SCALE: 1/4 " =1' -0" TE IF -36 L__J IF -60 NOTE: AT INTERIOR BEARING PARTITIONS PROVIDE WOOD BLOCKING BETWEEN FLOOR JOIST TO SUPPORT NEW FRAMING THAT FALLS BETWEEN EXISTING FLOOR JOIST. SEE WOOD COLUMN SUPPORT DETAIL ON S -1 FOUNDATIO\ PLAN 41-24 IF -12 IF -36 IF -12 s• 1- et \ \ \ / NEW 4" CONC. SLAB w/ 6 "x6 "- 1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. SCALE: `1 \ L� N.T.S. NEW 8" CONCRETE BLOCK WALL J _ I TE -12 WF -24 . J • T J 8" x 8 x 16" CONCRETE MASONRY UNITS . N 4" 4 NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. MASONRY UNITS NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. 9 GAUGE DUR -0 —WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR -O -WALL © CORNER DETAIL EXISTING FLOOR JOIST NEW (2) 2x8 PT WOOD BLOCKING BETWEEN FLOOR JOIST TO SUPPORT NEW 4x4 POST COLUMN r t4, 1 1 SEMCO THDS26D W /18 -10d NAILS TO JOIST AND 14 -10d NAILS TO BLOCKING. PROVIDE CONNECTION AT BOTH ENDS OF BLOCKING. WOOD COLUV\ SUPPORT DETAIL SCALE: N.T.S. 9 GAUGE OUR-0—WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR -O -WALL DETAIL SCALE: N.T.S. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DWGS. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL — P.E. #49285 4582 N. HIATUS ROAD; SUNRISE; FL. 33351 Ph. (954) 741 -2572 Fax. (954) 741 -8635 PROPOSED RESIDENCE ADDITION CONCRETE BEAM SCHEDULE mein 3411 NM38 TOP OF TIE BEAM ELEVATION 41.01M I .0-013-1 -t REINFORCEMENTS # 3 STIRRUPS REMARKS �- A 0 o m TB -1 A 10' -2" 8" 12" 2 - #5 - 2 - #5 - SEE NOTES BELOW TB -2 A 8' -6" 8" 12" 2 - #5 - 2 - #5 - SEE NOTES BELOW TB -4 A 9' -10" 8" 12" 2 - #5 - 2 - #5 - SEE NOTES BELOW RB A VAR. 8" 12" 2 - #5 - 2 - #5 @48" O.C. RAKE BEAM B -1 B 10' -2" 8" 12" 2 - #5 2 - #5 @ 5" O.C. B -2 C 10' -2" 8" 16" 2 - #5 2 - #7 @ 6" O.C. ARCH BEAM B -3 B 9' -10" 8" 12" 2 - #5 2 - #5 @ 5" O.C. B -4 B 9' -10" 16" 16" 3 - #5 3 - #5 4 - #7 © 4" O.C. B -5 0 10' -6" 16" 24" 2 - #5 2 - #5 2 - #7 @ 10" O.C. ARCH BEAM 6 -6 B VAR. 16" 36" 2 - #5 4 - #6 2 - #7 0 8" O.C. RAKE BEAM .. .. M '; - #5 11 D IAGONA L BARS TYPE -A TYPE -B 0 EACH FACE ARCH BEAM TYPE -C BEAM TYPES CONCRETE BEAM NOTES: 1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. 2. TIE BEAMS SHALL HAVE (4) #3 TIES AT 12 "o.c. AT ALL CORNERS, EA. WAY, AND 48 "o,c. REMAINDER. 3. PROVIDE (2) #5 x 60" CORNER BARS, BENT 30" EACH WAY © ALL CORNERS. BELOW ABOVE (4) 3/4" DIAM. x 7" LONG J BOLTS w/ 3' HOOK. TYP. TYP. STEEL COLUMN 4 "x4 "xl /4" STEEL COLUV\ CAP DETAIL SCALE: N.S.T. r P L3/4" 1/4" 1/4" IL rB -2 1 0-2 1 7 ' 7. I • ABOVE BELOW SECOND FLOOR — PLAN SCALE: 1/4" = 1' -0" TB -2 8F8 -1B) ABOVE BELOW ce TYP. G =550# (2) 2 "x10" PT WOOD LEDGER W/1/2" DIAM. ANCHOR BOLTS ®12' o.c. (2) 2 "x10" PT WOOD LEDGER W /1/2" DIAM. ANCHOR BOLTS ®12 o.c. NEW STEEL ANGLE L6x4x3/8 EXISTING 2 x 4 FRAMED WALL EXISTI \G STRUCTURE. 00 1 B -3 8F8 -16 ABOVE BELOW TB -4 1 2 "x6' PT NAILER w/ 3/16' x 3 -1/2 " LONG TAPCONS a 12 "o.c. 10d NAILS @ 6 "o.c. INT. SUPPORTS (TYPICAL) Y PERIMETER NAILING 10d NAILS 0 4 "o.c. (TYPICAL) 2 "x6" LATERAL BRACING @ 6'- 0 "o.c. w/ 2 -10d NAILS EA. TRUSS 2 "x6" PT NAILER, VERTICALLY ® EACH LATERAL BRACING OCCURANCE. FASTENED w/ (3) 3/16" DIAM. x 3 -1/2" LONG TAPCONS 2 "x6" PT NAILER w/ 3/16 "DIAM. x 3 "LG. TAPCON @ 12 "o.c. (SAME ELEVATION AS BOTTOM OF TRUSS) WOOD FLOOR CON \ ECTI O\ (PARALLEL TO WALL) SCALE: N.S.T. i iiii iiiiiiiiiii i ii� if i ICI B -2 2nd FLOOR ELEV.= +10' -2"., Tr TOP.6 -2 ELEV.= 19/32" EXTERIOR GRADE PLYWOOD SHEATHING ATTACHED TO FLOOR TRUSSES W/ 10 -d NAILS @ 6" o.c. r R8 I 3 O o m a - 71r EXISTING 2" x 10" FLOOR JOISTS © 16" OC. NEW STRUCTURAL STEEL ANGLE (L6x4x3/8) ATTACHED TO NEW CONCRETE BEAM W/3/4" DIAM. BY 6" LONG ANCHOR BOLTS © 16" OC. SEMCO TAP16 STRAP W/11 -10d NAILS TO FLOOR JOIST. CAPACITY =1535# EXISTING 2" x 10" FLOOR JOIST © 16" OC. NEW STRUCTURAL STEEL ANGLE (L6x4x3/8) ATTACHED TO NEW CONCRETE BEAM W/3/4" DIAM. BY 6" LONG ANCHOR BOLTS @ 16" OC. TOP. B -2 45 ELEV.= +9' -10" JNI 111 MN MN WV 4, AAPA AMWW B -2 2nd. FLOOR ELEV.= +10' -2" WOOD FLOOR CON\JECT1O\ (PERPENDICULAR TO WALL) SCALE: N.S.T. SIMPSON A34 FRAMING ANCHOR ATTACHED TO EXISTING FLOOR JOIST AND STUDS. W /8 -8d x 1 -1/2" NAILS. DADE CO. # 97- 0107.05 BEAN NOTE: SIMPSON A34 FRAMING ANCHOR ATTACHED TO EXISTING FLOOR JOIST AND STUDS. W /8 -8d x 1 -1/2" NAILS. DADE CO. # 97- 0107.05 • • FOR COMMON FLOOR TRUSSES USE ONE HUGHES DTC STRAP w/ 9 -10D x 1 -1/2" TO TRUSS 4 10d x 1 -1/2" TO SEAT PLATE FOR FLOOR GIRDERS TRUSSES USE TWO HUGHES DTC STRAP w/ 9 -100 x 1 -1/2" EA. TO TRUSS 4 10d x 1-1/2" TO SEAT PLATE 3/4" PLYWOOD DIAPHRAGM w/ 10d NAILS 0 6" o.c. @ INT. SUPPORTS AND 4" o.c. AT PANEL EDGES, EDGE BLOCKING 2 NOMINAL. PLYWOOD SHALL BE GLUED W/ ADHESIVES MEETING REQUIREMENTS OF A G -01 (TYPICAL). PROVIDE 2 "x4" PT BLOCKING BETWEEN " EACH TRUSSES. FASTEN BLOCKING 19/32" GRADE PLYWOOD w/ (3) 3/16" DIAM. TAPCONS x 3- 1 /2 "LG. TO CMU SHEATHING NG A AT TTAA CHED TO FLOOR AND (2) IOd NAILS TOE NAILED @ EACH ENDS. TRUSSES W/ 10 -d NAILS @ 6" o.c. SEMCO TAP16 STRAP W/11 -10d NAILS TO STUD. CAPACITY =1535# 6" thk. CONCRETE SLAB TOP OF SLAB ELEV. 9' -10" TO CHANNEL CONFECTION PROVIDE ADDITIONAL 2 x 4 PT WOOD STUDS AT EACH EXISTING 2 X 4 WOOD STUD ATTACHED W /10 D NAILS 6" OC. SHOULD THE EXISTING 2 x 4 WOOD STUDS BE DETERIORATED PROVIDE NEW 2 x 4 PT STUD. PROVIDE ADDITIONAL 2 x 4 PT WOOD STUDS AT EACH EXISTING 2 X 4 WOOD STUD ATTACHED W /10 D NAILS © 6" OC. NOTE: SHOULD THE EXISTING 2 x 4 WOOD STUDS BE DETERIORATED PROVIDE NEW 2 x 4 PT STUD. PROVIDE 2x4 WOOD BLOCKING © MID HEIGHT BETWEEN STUD ATTACHED W/2 -16d NAILS EACH END. 19/32" EXTERIOR GRADE PLYWOOD SHEATHING ATTACHED TO WOOD STUDS W /10 -D NAILS AT 4" OC. CONCRETE BEAM (6 -4) (SEE SCHEDULE FOR SIZE AND REINF.) S -2 PROVIDE 2x4 WOOD BLOCKING © MID HEIGHT BETWEEN EACH STUD ATTACHED W/2 -16d NAILS EACH END. 19/32" EXTERIOR GRADE PLYWOOD SHEATHING ATTACHED TO WOOD STUDS W /10- -D NAILS AT 4" OC. PROVIDE 4 -16d NAILS © EACH STUD TO FLOOR JOIST CONNECTION PROVIDE 4" CURB REINF.W/1#4 AT OPENING ONLY. 6" thk. CONCRETE SLAB TOP OF SLAB ELEV. 9' -10" CONCRETE BEAM (B -4) (SEE SCHEDULE FOR SIZE AND REINF.) CONSTRUCTION SEQUENCE FOR ANGLE TO BEAM INSTALLATION. 1- GENERAL CONTRACTOR TO SHORE EXISTING ROOF AND 2ND FLOOR SYSTEM. 2- REMOVE EXTERIOR FIRE BLOCK FROM FACE OF EXISTING WOOD WALL. 3 -FORM AND PLACE NEW CONCRETE BEAM (8 -4). 4- REMOVE FIRST FLOOR STUD WALL TO THE UNDERSIDE OF EXISTING FLOOR JOISTS. 5- INSTALL NEW STEEL CHANNEL AND ATTACH PER DETAIL BEAV TO CHA \ \EL CONNECTIO\ EACH GENERAL TRUSS A\JD WOOD NOTES REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 # 5 FILLED CELL DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON PRELIMINARY DRAWINGS SENT TO OUR OFFICE. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE OF WITHSTANDING A UPLIFT LOAD OF 750 LBS. WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC -109. MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED OTHERWISE. PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER BENDING STRESS, Fb = 1,200 PSI (MINIMUM) YOUNG'S MODULUS, E = 1,500,000 PSI BRACING NOTES: 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'- 0 "o.c. REPEATED AT EACH END OF BUILDING AND AT 20' -0" INTERVALS. 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE THAN 6'- 0 "o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2 "x4" GRADE MARKED LUMBER, NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE WITH NDS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE TRUSSES. 4. BLOCK ALL PLYWOOD SEAMS WITH 2" X 4" (LAID FLAT) WITH 8D NAILS © 4 "o.c. AS SHOWN ON ROOF FRAMING PLAN. SHORING NOTES: 1. THE TEMPORARY SHORING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SHORING TO REMAIN IN PLACE UNTIL ALL REPAIRS HAVE BEEN COMPLETED. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DWGS. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL - P.E. #49285 4582 N. HIATUS ROAD; SUNRISE; FL. 3335 Ph. (954) 741 -2572 Fax. (954) 741 -863 J. 0 LL 06/30/00 E S E LC) 3 C DATE C C W Z M c c FILE NUMBF. A2018 -A1 JOB NUMBF AR2018 SHEET NO EXISTING & DEMOLITION RESIDENCE PROPOSED ROLPH FAMILY 92nd. STREET 4 "0 DRYER EXH. WALL CAP VERIFY EXACT LOCATION IN FIELD. DUCTWORK IN CEILING SPACE 11 ►�� i 1X10 DN; INTO (2AWL SPACE 14c4! "C" 120 15X15 10x4 "A" 100 CFM N CFM 14x4 "C" 170 CFM 7 "0 N 18X7 8 "0 "0 7 "0 1:8 ,z. 12"0 • CU-1 REF. PIPING (TYP. SEE SPLIT A/C UNIT SCHEDULE FOR , SIZES. CU -2 4 9 0 WALL CAP O 18" MIN. 8 " 0 DUCTWORK IN CRAWL 10 "0 SPACE (TYP.) 14 "x12 "x16" L BOX 14x4 "C" 150 CFM EPA l 14x4 "C" 150 CFM 20X4 18X12 ; S /A &',R/A DUCTS UP TO 2ND FLOOR. 36x18 "B" W /PLENUM 22 "x20 "x24" L BOX 10x4 "C" - 110 CFM HEAT RECOVERY UNIT FOR AHU- 1 /CU -1 20X12 DOWN TO PLENUM AB - 10x4 "C" 110 CFM 7"0 12 "0 6 2Q CFM 18X7 16 "x 14 "x 16" L BOX GROUND FLOOR PLAN -- HVAC 1 /4 " =1' -0" 18X5 10x6 "A" 130 CFM 20x4 "C" 230 CFM 1 20x4 "C" 230 CFM FLOOR MOUNTED SUPPLY REGISTER (TYP.) 4 "0 UP TO ROOF CAP (TYP.) 10x8 "Ar 200 CFM 18x12 R/A DUCT DN. TO AHU -2 BELOW 18x12 S /A'QUCT UP FROM AHU-2 BELOW 6x4 "A" 2�Q CFM 30x12 "B W /PLENU 48x12 "B" W /PLENUM SECOND FLOOR PLAN — HVAC 4 "0 10x6 "A" 150 CFM 7 "0 10x6 "A" 150 CFM 10x6 "A" X150 CFM Innovative Engineering Group Inc. 6632 N.K. 72nd Ave Miami, FL 33168 EB #8717 305- 888 -9628 Sudhir K. Gupta. PE 29189 ccpj 0 �1 w co ® I fat ® ®cf o C CO 1 (I) at! el 1 I _ 1 0 L2 In :51 0 ° Cr j4.9 •6 • . W 3 DATE 01/14/01 - REV. 1 U g § FILE NUMBER A2018-AI JOE NUMBER AR2018 EET NO. M-2 1 0.000.10100“0.W ‘11.10•40100•00. DOOR SCrHE ULE LUCATION MARK W(DTN PE (GIT THICK TYPE MATERIAL FRAME T3LD. REMARKS BEDROOM 3 E) 4 ' - 0' 6' -8' 1 -3/4' A U20O0 WOOD 41 X 29' RELOCATED FROM FIRST FLOOR 1 02 MASTER BEDROOM O 4' -0' 6' -8' 1 -3/4' A WOOD WOOD GER. TILE RELOCATED FROM FIRST FLOOR GYP WALLBOARD STUDY 6 ' -0 6' -8' 1 -3/4' D tl) /CLADiGLA89 wC7icLAD LiI ALUM FR N COCA TEMPERED GLASS vEIQIFY GPENPk3 WITH MANUFACTURER CLOSE 0 2 ' -4 ' 6' - 3' GYP W ALLBOARD C W000 EEDROOM 3 WOOD SINGLE SIFOLD GYP' CER. TILE GYP WALLBOARD MASTER BAT-4 `J 2' - 6' - 8' I -3,8' B 11000 WOOD MARBLE FLUSH, N.C. BATN 2 O 2' -6' 6' -3' 1-3/5' a WOOD WOOD MARBLE FLUSH, N.C. aATt -a 2 O 2' - 8' 6' -8' 1 -3i8' a WOOD WOOD MARBLE FLUSH, N.C. W.I.C. COS 2' -8' 6' -8' 1 -3i8' B WOOD WOOD FLUSH, N.G. BEDROOM 3 O 6' -0' 6 1- 3 8' F Ui000 WOOD POCKET -- FAMILY ROOM `J 8 - 6' -8' I -3/4' E UJD /CLAD/GLASS w2iCLADiGL ALUM DOUBLE 9WiNG, TEMPERED GL4 6 VERFY oP 1NrN MA NUR ACr ;RER MUD ROOM 0 2'-8' 6' -8' 1 -3/4' B WOOD WOOD ALUM FLUSH, SOLID KITC -.EN 0 3'-0' 6'-8' 1 -3/4' B U2000 WOOD ALUM FLUSH, SOLID ENTRY 13 4' -0' 6' -8' I -3/4' D WO/CLAD/GLASS u /CLAD/GL ALUM FRETICN DCO Tfi? PERED GLA6B vER;FY GPEN�G WITH MA1JLi4Cr1:(t ENTRY 14 4' -0' 6' -8 1 -3/4' D U)DiGLAD�GLA88 WDiGLAp ALUM FRENc DOOR TEMPERED GLA5! VERIFY GPEN(NG win.' MANUFACTURER LUIND° F N!S, GCS DESIGNATION 51ZE UI_ _E No. ROOM FLOOR BASE UJALLS CEILING REMARKS '01 BALCONY CER. TIL CER. TILE STUCCO 4 41 X 29' 453/4' X 14' 1 02 CLOSET L OOD 'WOOD GY j.)AL L SO ARD GYP WALLBOARD 1 03 MASTER BATH GER. TILE CER. TILE GYP WALLBOARD GYP WALLBOARD '04 BATH 2 CER. TILE GER TILE GYP WALLBOARD GYP 11JALLBOARD '05 W -I -C WOOD WOOD GYP WALLBOARD GYP W ALLBOARD 106 EEDROOM 3 WOOD WOOD GYP' CER. TILE GYP WALLBOARD '07 FAMILY ROOM WOOD WOOD GYP WALLBOARD GYP WALLBOARD 1 08 MUD ROOM GER. TILE WOOD GYP WALLBOARD GYP WALLBOARD LUIND° SCk4EDULE MARK DESIGNATION 51ZE MASONRY OPENING REMARKS 12' X 1 2' 1 2 3 '4' X 1 2' WOOD/CLAD CUSTOM - ORIZONTAL SLIDER O 212'3 29 X 29' 36 X 36' WOOD /CLAD AILNiNG FOR ' PELLA' CR 'MARVIN' 4 41 X 29' 453/4' X 14' WOOD/CLAD AWNING FOR 'PELLA' OR 'MARVIN' �D 2135 213/4' X 35' 48 X 48' WD/CLAD SINGLE PUNG FOR 'F'ELLA' OR 'MARVIN' FIXED GLASS !16' X 42" EXIST. SIZE TO FIT EXISTING OPENING 1- 1'x 1 0' P.T.:i00D FE x 5'L 4. S. • 24' O/C STAGGERED AND 6' F ROM EA. END SCALE 1/4' • 1 FILL DELL W/ GROUT • I? LOCATION CONC. T:E BEAM T.O.S. ELEV. +:0' -2' earelimmar —, 2/ 3 ILOC RA E RS •'6 OTC I I 1 T EXISTING RESIDENCE —, PARTIAL RISF PLAN 1 SECTION SCALE. 3/4' • 1'-0' 2' x8' 'iOOD RAFTERS s '6' O/C mETAL FLASI4ING GAL '/. MIL DRIP ON 1 .X2 PT. rOOD BLOCKING 2 WOOD FASCIA 3' x24' TO 0' CONC. RAKE BEAM WITm4 6 '5 GONT.,'3 T 030' O. TO UTvDERSIDE OF PLYWOOD FOLLOW ROOF PITON AUL T, ELEv 5 vERT. •30' G.C. CONC. TIE BEAM STUCCO FINISH STUCCO STOP SECTION SCALE' 3/4' • 1'-0' STUCCO FLASaiNG FETAL FLASHING 2_2'160' P.T. t:i000 LEDGER W/ se's A S. a 24'0/C STAGGERED D 6' FROM EA END METAL uA\GER R -30 INSUL TY P X2 P.T. WD FI,,RRNG F RESTOP (TYPICAL) �J A2 (7. 6>:5 r ' rC S� 'F) • . .0 (I) LAYER I /i' GYPSUM LL'ALLBOAR'D J (1) LAYER 1 /2' GYPSUM W4LLSOARO ON 1' X 2' P.T. WOOD FURRING *14' C.C. W1tN i R- 4. 2 FOIL BAr..K iN5ULAT1Q R R -30 INSULATION 7Y P WINDOW TY ''E5 SAR L TILE -TO MATCH EX STING (SUE3MIT 5kOP DRAWINGS). FRST 3 COURSES NA L ATTACkED WITH I NAIL PER TILE ON 1 -?0' MINERAL SURFACE I - +OT MOPPED TO 1 -3e,• FE_T TiNTAGGED TO '9/ PLYJOOD I4EATING lU4T14 SENCO GALVANIZED, DAMOND FONT, ! -Y4'x .'20' DIN -ETER 1,000 WIDTH CROWN xI - L ENGTN. WOOD SI- EATING ANC:+ORAGE SHALL 3E NAND NAILED IN ACCORDANCE WIN ET- B.C. CHAPTER 23, ('3,3' COX PLYWD. 5a4TG. W/ 3d r� NAILS • 6' O.C. • PANEL EDGE, 6' O.0 • iNTERMED!ATE SUPPORTS, s 4' O.C. AT GABLE END TRUSSES AND 4' O.C. e D!APi.,RArsM SOUND, 2' x8' IL OD RAFTERS e '6' 0/C ROOF PLYWOOD SI•- E SPALL BE EXPOSURE I a 11J/ A SPAN RATING OF 32/'6 'MIN.): AND EPALL BE ANCHORED TO FASCIA W/ 5c1 NAILS *4' AROUND F'ERIVE - ER). I' X 14 CIA NUGPE 3' DTC STRAP EMBEDED iN GC'r:C. BM. W/ 4 - NAILS TkRU SEAT PLAT.: t 11J 3 -'0d NAILS TkRU STRAP TO F?A-FTER. METAL FLASP NG T.o.a. ELEV. 4-6' GALv MIL CRP CA e2 PT .:FOOD BLOCKING 2 x 6 'LOOD FA5C'4 CONC. TIE BEAM i2' DRYWALL ONi'X3' F,RQiNG STRIPS . 24' O.C. -TYP 1 3 -5/8' BOTTOM CNA+`NNEL (2564) SECUt'vW TO 'LAS W/ LOW VELOCITY POWER DRIVEN PINS-TYP BASE 48 SCI -EDULE FLOOR FiNISN AS PER FN SCI 4EDULE SCALE NT3 r9N TYPICAL PARTITION / EXTERIOR QUM. T■5ZES►-:01.D ADA COMPLAINT R - 30 iNSULATIGN - TYP TOP RUNNER FIRE STOP s 8' -0' MAX. 3 58' MIL. STUDS (25 GA.) 924' O/G WiGNE LAYER 1/1' GYPSUM WALLBOARD EA. BILE 4' CONCRETE SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER ON CLEAN, 'WELL COMPACTED SAND FILL, REiNFCRD t1 W1.4X1.4 WELDED WIT I 6X6 FAB PLACED CE 1 I/1' FROM TOP OF RIC SLAG -TYP SINGLE BI - FOLD INTERIOR -DOOR AS SCkEDULED DOI. BLE 8 SEE FiN. SCI -ED. THRESHOLD DETAIL AT ENTRY DOOR SCALE. NT3 NOTE: ALL WINDOW WILL NAVE LUWITE MULLIONS EXCEPT N CRIZONTAL SLIDERS AT FLORIDA ROOM. ALL EXTERIOR GLASS LOLL BE PLIRR RESISTANT DOOR TYPES JAMB INTERIOR DOOR CASING I x 3 P.T. U.00D BUCK ACRYLIC CAULKING REINFORCED MASONRY FILLED CELL W (I) '5 BAR EBB FLUSH 9 PROVIDE CONT. CAULKING BEAD AROUND PEW OF FRAME (TYP) i/2' GYPSUM WALLBOARD ON EACH SIDE OF 3 -5,6' MIL (22 GA.) STUDS e 24' 0/C ?NT. THRESH SCALE. NT3 DOOR %,AMB !D E v Ai_ ON -EIS 0O'R PA[ TIJON SCALE. NT3 HEAD AMB /HE iD !DETAIL ( BIFOLD ) SCALE. NTS INTERIOR DOCK TRACK W QD TRIM CORNER REINFORCEMENT -- DOCRi PER DOOR SG'EDULE EXTERIOR L— OCKE EXTERIOR DOOR JAMB DIE 'AL SCALE. NTS �� U E ,OOD DOOR AS SCkEDULED DE-AI v j FRENCH Uti 3 -5,8' MTL (22 GA.) RUNNER - — PROVIDE 2X4 .;,GOD BLOCKING '.:FOOD , .,MB CASING AND STOP (FN'$N AS SCPEDULED) -- WOOD DOOR 45 SC 1.-E D!JL E D j — 1 i' GYPSUM WA. L SOLD ON 2 x 4 WOOD CR 3-N METAL STUDS } - 2 x 4 '.HOOD BLOCKING / 3 /8' 5)2 PAN NERD SCREW e :3' O.C. MAXii'IUM AND FROM EA. 50E U>000 DOOR FRAME JAMB 1 /4' D TAPCON FASTENER AT !4 - SP -C NT ADD ADDITIONAL TAPCONS 3' ABOVE AND BELOW TI-E CENTER OF TkE JAMB ON LOCK SIDE ONLY FASTEN DOOR FRAME IN ACCORDANCE WITN PRODUCT APPROVAL CERT F•ED TEST LAS REPORT CR ENGINEERING AN"ALYS EXTERIOR DOCK 4 NGE 2 x 4 P.T. BUCK 1 .LOOD BRICK MOLDING TEXTL RED STUCCO 0 c) 0 \:./ 0 r-"--�� >- m a Caj 0 RAD g,C) DATE SHEET NO. A °5 uJ w w V1 N w L M FILE NUMBER AR2018 -A5 JJOB NUMBER AR2018 a 08/30/00 PREL:MI■ 08/04/00 PERMIT 1 OWN. :L 1/15/00 ROOF F tii 6 ANODIZED ALUMINUM RAILINGS SAFETY POOL RAILINGS • SELF CLOSING GATES • MANUFACTURING & INSTALLATIONS MR. & MRS. JACINTO GONZALEZ 453 NE 92nd St. Miami Shores, Fla. East h of Lot 18 & all of Lots 19 & 20. Block 50, Miami Shores Sec. 2.10/37 128' total footage of a 48" high aluminum railing, E.S.P. Bronze color, 31/2" picket spacing, with a self - closing, self-latching.gate. Installed around an existing pool as per sketch. R. Paris #11267 2 Sty C.B.S. Residence covered porch INDUSTRIES, INC. 4 460 Alt Northeast 191st Street North Miami Beach, Florida 33179 Phone (305) 652 -5504 VALUE $2,352.00 not to scale. April 16, 1982 NORTH • • PRC LIP P E, 0 J LP I f) EE BOOK: C►J?fZ \.4.1 2 e (t) 0 cp • • v a, u 0 v. �c9 1; t ry, sBC:QrrsT+: =.4i. � =si" _ 2'fS�Hn/ 224 :: t F\ G � i~S.t'a.G) 1. 0 . J c,RE 0 0 0 10 tE: Co`1.1 _v 6 ' , � �� F1E.0 Gk. cL \ " - k, �, / _ ■2' — _ - __ - — _ __._.- 014 R.EVISED G N c SURVEYED V— o v2- Y`€s2• :'0lTC,.'!F..1T?l: ^�,C.�T .!T� I!- TS.- S" G 4 ^6�.4:t'Y'.T✓'tiA..:.�T�i'T.'i+: Y.A`1^"..3:15.'t,: T..= Y" • ..K:^.Y3S' .:i��. r'b'R�'i^.J.3 0 LC) 3 rctea......11{tant 30. 1$. t■ifDACI\Tac: N , UPDATED. p , FINAL. A PORTION OF SEC. TWP 5P) RGE.4 SCALE: t"...a SKETCH OF suRyFy. Ecicsk 1 / 2 LO r 143 c-ty en.\\ oc LOT 5 10 f eLoc c.50 k_NWI 9,3 " e\°- Pc c-C \ r‘e- p„..A7., .kc.. Re. cc:Arc o NOT ALL RIGHTS OF WAY, EASEMENTS, SET BACK AND ZONING INFORMATION MUST BE CONFIRMED BY ARCHITECT AND/OR OWNER BASED UPON DESIGN USAGE. ELEVATIONS SHOWN THUSLY lk \ ARE RELATIVE TO THE • NATIONAL GEODETIC VERTICAL DATUM OF 1929 CEF?TIFICATION: _.• WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOvE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED UNDER DUR DIRECTION Prepared by DONALD W PvicINTOSH > INC. 5t3t NE orstsi MiAM, SHORES, FLORIDA 33133 SK .No CS 82.-2#5 4 , LOCATION SKETCH 5t warttamorrons*. DONALD W. Mc.1NTOSH ASSOC., iNC thgi• FoRTIN VICE PRESIDENT PROF. LAND SURVE YOF No 2853 S PATE OF FLORIDA NOT VALID UNLESS SEALED" ------ n nr 4 4 ....,..:-/- . •it ,..:3,i . : 4 P. ItiCAlifFela$ * toInt,ot - roR $. T.; osic•-,a ad ts 0.331'44 • .■ - • r fr .1 a • '. 0.3 •- /k4ei • „ . if 9 1 - ,0° 17. ' 1. ito . PO41 , 1• e f :Pr.;57". A ••• rc.ig ; .441'5:X.:;(5.4•45M 1 16 1••■0 : , 07 5 7 -7 te?'' ' "Fivi',X55 El , , - - - . • , ?.-11714'it ' ;#. 4,3 .F. epc‘k-„,‘ • r}a a, W<It • , 440 _ , • 4 e-4-45?, 6.7 • • • tr- - e • i2S c; r?r;41- ,e‘4041 ',N(' W _ • ••• e Pe" rer L ■> 1 .1:4 .1 .F4' .ietei • • . cr Z a /4 f rOr 4 1, il000 Psi (i-tO' it , 1, 0 3 )( 8 . 7 •SN's , S , /q.477%,1?)(7/„ ,16v , s. i ps 7 ,. ,‹ A 0 !.- r- • ';‘ 1 4 t$N0 ptr;e' r oVIAll,A eAteGT rd vs/ V• s' INA VA; • 'arc rtIe..64.C•ne,4904„ TV.r4,4t4 : eCe :eri4G WC*, VP 70 :01 0•••'.ke V.t = Nye sg,ca-va ..AnK.roce e.?=IrEr p ea:4'1406:1<AZ. • •-• " 520 Las iv-esicti e..k • E22!Lg_el . 44. 2 ir;"!(li tsc.9 4 P ccaccv'.1.1 . . I.)- n-4 is = 0 k- peSic.r.4e TO COWL/WITS-4 77-461 • CEOF..ncerrct A •irs co 1 5 FL 250 ft .c3 sovs 4e4L As LTD oni a4.4.47 , . ' i . 4/kJ_ idLclivi ricrecrnor45 fi-t",1_1„ e. op 4u.4 3 45 l'140,vt.j ' * tit4 ed:te-c42 c , * CriNd E'ETEC f.444t.J... cl_crP 4 Mini JielVi4 COIefict5SIVE Etta, v14 ? • ' , .cio er., ftl t dv ea Paw5. s . • Ay xr :::v-/41..i... ee'r..ft re- o isq.ear 11 edosniqcs 504t.71.4 C.41 tr4iFe•..1 5.iF peer 7:-4v 0,4F :ED t..043. : -.• , .., :At: ct A rec. vre4.: ct..ei„.. Pla. F■25r :, .., -. EL 'A Pi l'- ,,..;" al cx,' . • . 0-• .._ _. . - f,..9 . - GT - , - ... -- r" ., 1 ..• - .-- ..• - -. :4, " 7 clac— /..3•- 'co' .- - '3. .—r- . roc, • •C' ,' t*I-4co 4.3 $ Xs Q25;:"3. A • 4 '•" ••4 • 24 • riFIC.cit.. POOL eiell La.* EVAfl flex. . A r42 - #Xj- 1 .769. 4. bE5`4& ',:). - . ' JC P 7 ,; - .4 - ...503 5 IL:if 4.1aLI 1 P..,,i. - • t • t• P:' ,/ ' I . . ,_.•. , ..,,r-• 4 • 3 ;(.., ■,e,411c. g141-fr • ' al ( 461 .".. • t:, ....? c,,57:41,1 roi g. cilrf_asi.i* • ;t_, 1;7141 .. j,. ,./.e.41-4,V)-4 • fr' 260 F'. 4 q4 P - /4 ...tk • so - - .,-,. ::4 P5.1. :.•, . - • - •.• ' - . 1 A; 1 ." LS. ,••:E414.-4 /./Yjip.11 L' .J.4f,- ,-; 7.,. A ' ' 1- • Ft,'■cNS. , .,:..r.. I. • .. f_415711 eam.zte cv CND CAP rce 1t 4L 51014 eleACearr7P 57032 - A I e oi p, . , APOYED AS COMPLYING WITH THE U-ORIOA sulLoING • MILL 1,1 ° • 02 pit. ILEOSAGebl fe‘ .n•rft,""1"77,-7•4 „A-• FaQ.t\. 0 3 .co N �r RJR►GK „ 1.O�f - Aie-A zo � 41.W we Hgkeftt EEs"R"Eie* .THAT THE ,A TTACHED ,SKE.TCN Of SURVEY of THE A8QVE; .DESCRIBIE:AROPERTY AN 'IEr A UE: E E3 . CQRR CT: X THE -. Best or Oulu KN4wL,E.�GE AND 0E . s R CE NT,l suRV v D 23.a' fl ky. UN DE; R OUR DIRECTION: 0 ONAL! w: mo INTOSf,.f A SSOC. I INC, fi p � t l q f f> ;. -,+ ,a. -, :� yr �. i �lv' �( � �„ � ; P � , LANG' 4� Fs tIe 286 !tY f. .: s. y .� r .S l,t'r ,.s �`. : ��1t .► �,` - fi ``� S AT,{ O L5/gl• A If —~- - ' NOT VA !• I D • .UN L S S $. A Pr410t0.4 ti 00NA 0 w mciNtostl As.s,d ittO, INC . 58I NE 910 STR r PUMP s1 F O RIPA.* N. RE;,V n N. UPuat!o 31� °yt y two �2.,\tea , NNA�.F 4 ctc6 o � l�,C? ' 1$ avir)4 t` t.2 tam t40. R FReeord$ ¢ ?Nat Eovv,t t� \ov�ds?+• 1\Mq NOT ALL RRGH 1$ OF WAY, EASE 1 NT$ti , T` 8.ACK ANO G <SWK AV•rc IN TKQ1 MUST ,Ge- coN�'IRMEQ: 8Y A ' CNI E:C AND /OR owNER BASE() UPON oeslo °E1911 . OLEVATRQN3 8HQWN THU . AR RE; ATEYE TO THE �a. V I .PO T'U NA1'1QE�i�E�,"��i�oQ�1'lC,. EE�T .�A�, .� . (III Q. a1 42�= •- v,.,• -...4 -via 1 f>: 30 EX 8t T'REE (VERIFY LOCATION) < <' SITE PL AN SCALE 1'•10' -0' b' ALLEY 8' A6PHALT PAVE'ENTE W.E. 92nd. STRET N rn / 14' PARKWAY 1 aa' ASPt-1ALT PAVEMENT 32'•3' 8' W/431+311E6• 12' O�G MEV 3' NIGH WALL CONC. FLOCK W/ 6111CCO PANT AI4o410 Pic61°ERTY ,2'• 9'•II' I' - �' I1'• I' 20-0' Mill V-0' HIGH CONC. ELK WALL NOTE, Felatt AI L CHAIN LNG F1:NCE. 8541' HY 43 4.3 T E6 •0' 0 COWECT COL.LMi TO EXI6T. 6TR. C1 EXISTING RESIDENCE 126.00' 126.» VARIABLE NIGH NEW CONC. ELK. WALL. SEE ELEVATION AT ma 641131t FOR CEtAILek 3'•6' 1.11014 NEW QARCel WALL AT PROPERTY LINE NEW V •O' HIGH CONC. e4.1‹. WALL E(18t *20' HIGH LOW WALL b'xtr1VVVS /*3TiEO•a' CCNNECt COLtrN TO MR 8TMJCt ill/ 4.3 OOWLED NTO EXlet TIE EEAll ANCHORED ILITH Rio 0.100 ANCFIOR 6Y6TE'1 61-0' • 3' @cl CONC. 61DEuLALfC. RAISE IN WALL At WILDING LINE 3'•6' NIGH CONC. FLOCK WALL uY 61L1r.CO PANT 90'23'40` L 4/4/04......... • NW CGNG MK WALL 16T ON TOP GP EMU. WALL UP TO 6' •0` HIGIL E (Ibt *20' HIGH (VERIFY • MU) enall NEW 8' CONC. C86 WALL 6kLYW/4 tEb •8'O CatECT CO LW TO LD I61 6TAJCT. - ?et ` 4eC 4 e v i a � r ro.5 MIAMI SHORES VILLAGE PLANNING AND ZONING REVIEW: APT O JE ; ❑ NOT APPROVED COMME TS: Ylt¢S��'�Y tvfieL ) M/T D c ww1 wo r) c' 7os s f,eal Ty yfNE I 7 /26 ' D fi,o C 10 /QC Ft' r gECa 1a E -L/ FT _� /G SCLf c�s)1'6. (DATE) SFZF ' ` ta' t41V. . LONVe WAY AND '8 •►2' TRAN6V. TOP 4 pO1T011 e tlY Loco tgAY AND "S •t1' TRAN6v. TOP 4 EOTT011 T-0 OS LONG WAY AND 4 t2' TRAN6v. TOP 4 patrol a.. H1►LA' ROUND. 87s AAA` B AM.tw 4"3 cot. arw ep/d MED. TENTlit4 GRADE 31. Of Z4' x t2' CGNC. FQOTIN W/ 3 CON T. a MED. TEXTURE 6TUCCO CCNTNUOB 1' PVC S TUCCO JOINT 2' -6' 4' -2' Sxn CAP PEAJ11U/ 4'5 CONT. ' 3T •48' O/C 1 TEXTURE'S JC,CO 4' -8' ♦ * 4 • •, • • 4 • • \ \� \ \ \/\ \\ 5 VERTICAL IN (ONC. FILL CELL • 24' Ct. t?ROvIDE HORIZONTAL 5 (1441CA LADDER TYPE lCRIZONTAL RE NFORCEMENT EVERY OTHER COURSE 8' CM.U. GRADE 8CTION CAI 3/4W-0 New 8'x12' CAP•BEAM UJ/ 4 ASO '3 •12 0 ! EACH FACE ANCHOR NEW '5 TO EXP. CONCRETE CAP BEAM tU/ HILTI C•100 ANCHOR 6Y9TEM SECTION NEW 8' CGNC. WALL PROPERTY LNE 6 HALF ROI•jO • CONTINUOS NOTCH AT SASE OF HALF 120 I' CONC. FOOTING 31DEUJALK OR GRADE 24' FOR 3'•6' U1/ 3'5 LONG !JAY MO 5 $tV TRAN6v. TOP 4 BOTTOM 5'-0' 4'5 L Y,u.5• 'T -v VIPs BOTTOM NEW 8' C.M.U. 8'xt2' EXISTING CAP BEAM EXISTING 8' C1"IU. �3 8w -t ( gsnLu 1 1 8 w 1 A� 0 l- c0=0 4 =3 0 0 L=2 0 0 DATE . • ''g § Q) /4 .• c 0 e 9=111 i C 02 ILO CO t • i CO le ya m =a I 1 1 c it (i) v V C al q 0 q P 8. yJ 806 A A 6 m.. • • ._ << •E 0 07/21/00 PERMIT SET n 08/02/00 BLDG. DEP- ,Le NAME A2018.8Wt1 PROJECT AR2018 SHEET NO. 11 V1 2 2 l t 1 •S'(.L1 [ - 125 4_ _- 3._._2- ;S'LZ l t 1 •S'(.L1 [ - 125 .. N _ -.J2= =1 _ f 20 _2) . 22 25_ -24 N s,& , TL.c�tl 1 . F'ocn 0.01 114 /eSLk 04 r _ o,� - � - v 5 8td$s SL's .- .Et-"(' C64-4. ' se liLoo 0 g' ✓tL�c51..tL ; . 6. 6L 15.4a Q 1 /21.2o' =99 ? Q A-4 53' _1 24 r ,. 2. ' p/ 4' NV-1H ylP-E rE L 6'1°11191 b, So b� �SI.Y r'avel•iENT VD `7T E C P 1 -9 -92 "Lender" revised. pS„ 0 0' 214c. 3 w 0 0 0 � II , O yi oC c d°4- R�C4 lL? ILL _ ' HOLS 0, • 1 PROPERTY OF: �1 Not valid unless embossed with Surveyor's Seal. *Chapt. 61G17 -6 This property described as: The East z of Lot 18 and All Lots 19 and 20, Block 50, MIAMI SHORES SECTION NO. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade•County, Florida. r- Rol h Rodney H., - and Rol h 'Frances H. ' A BOUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyor ursuant to ,Section 472.027, Fla. St. Owes. There are noe oachments,o daps, easements ap = /aring on th •lat, other than as s :wn hereto. • 32 e urveyor No. / e f �G IJf S ✓i liL S 5-05-00 "Recertified ", Names and Certified Page 1 of' 2 L L L E. 02"D L�j(G4�1 tP (305) 666 -7909 2o5.41 'cH) r co DRAWN BY 3 (1) w 2 Note: Underground encroachments and utilities, if - any, not located. 453 N.E. 92nd Street, Miami Shores, Florida.33138. Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 DRWG. NO 191 - 8473 .B. 2 09 8 - E RNE S T O E. ESPI # 2946 ENGINEERS - LAND SURVEYORS - LAND PLANNERS 120311 To revised; Flood Information added. BEARINGS. IF ANY SHOWN. BASED ON •••■••■■•••■■•..14 PROPOSED borroto, architecture • • FOR ROLPHPS RESIDE. 453 NE 92n* 8TFIFT .111106,111 MIAMI SHORES, FLORIDA 4 re planning .1•111111,10 2...1 ..., ----" ",-'!. , . t -',, , ,, , - - 1 rt - , e , ':' ; . . -t,,,., ... , . :-.. ... ' si DEL NG CI Z 9' - ��� T !1 . • �. 20 VER!FY N FIELO 4' %LOCO GAT$ N IU 5'•0' I4IGN - CCM BLDG 11. i NE. 92nd. STRET WA' IW4,4 tIE6 $ O1 . CGMECt CQI.1tN TO OW. 6TRICT. 61' - 0' dki2' 91/ 44 0 3 TEA NYO.C► CGE+IECT COl.IR'N TO E (1Ot 6TFEIC1 IW 49 OCIELEO INTO r clot. TN eui:1 ANC P IUTH MO 0-100 ANCHOR 6Y8T 1 MIAMI SHORES VILLAGE PLANNING AND ZONING REVIEW: �c APPROVED C1 NOT APPROVED COM 4t- ►e Kier • etCeAA ra •�ri te ktres 00 aka w vv OW 114r o F a Cdr t''d e&e(o5a c fetkre ri ultati MeetS AeLethfl 5e F c Witty/ e3e( -P-- lock() t�9 • EAGN FACE • WO.C, At NCR NEW'"3 TO EXIST. C{, IC ETE CAP PEt t uv WILtI C-1 0 ANCHOR 6T9TEM g •- ■ _____24' FOR 3'•6' tilt 3, LONG WAY AND. ,'n' TRAN3Y. 36' FOR 5' -0' u!/ 4�S LONG W ma," Ama," 4n'. TRAN$v. 34' FCR ►1' -0' tl' 5'3 LONG WAY AND 0 3 02' TRAr16v. z .201& 8 Wt1 Legend of Survey Abbreviations A (C) CL ENC FIP ON PB P/L UP T Neils FLOOD ZONE: Arc Distance . 1 alcutated Clear Encroachment Found Iron Pipe FLOOD INFORMATION: Community Number: Panel Number: Suffix: F.I.R.M. index Date: Base Elevation: X NOT VALID WITHOUT TINE SIGNATURE AND T410 ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AHD MAPPER A/C Al, Conditioning Pad CO Catch Basin C/L Center Lino ETP Electric Tr tns lorrnos Pad FIR Found Iron Overhang ORB Official Records Books Plat Book PC Point of Curvature Property Line 103 Point of Beginning Utility Pole WM Water Meter Tangent LME Lake Maint. Easement 120652 93 J 7 -17 -95 Not Available Rolph, Rodney H., and A BOUNDARY SURVEY 1 hereby certify that the survey represented hereon meets the Minimum technical standards set forth by the Board of Land Surveyors In chapter 61017.6 Florida Administrative Code pursuant to Section 472.021 Fla. Statutes. Then are no encroach ments, overlaps, easements appearing on the Plat, other than as shown hereto FL. Pj{OF. SURVEYOR ANQ PER NO. OCR COS CONC r 0 (M) Oul PCC P0C A AE '4c Or oward Cowl Recur d Concrete Block Sir uclur Concrete Found Measured Overhead Utility Lines Point of Compound Cur Point ol Commencment Central Angle Anchor Easement FIELD DATE 5. 5- C DE FI1 NGVU P PC PRC Building Chord Oglalce Drainage Easement Fire I lydr ant National GOOdehC Vertical Datum Plat SIP Sol bon Pipe Page Po1111 of never se Curvature PT Point of Tangency 0/5 Offset Page 2 of 2 R RAU R/W SEC SCR SWK Sidewalk Ulrhly Easement UE WM Water Meter a) All Clearances and /or encroachments shwon hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. b) The issue of this survey is only for the exclusive and specific use of those persons, parties or institutions shown In the certification. Any other intended uSe will require written approval from the certifying surveyor or firm. c) Code restrictions and title search are not reflected on this survey. d) Underground utilities and encroachments, if any, not located., e) The flood information shown hereon does not imply that the referenced property will or will not be free frond flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said information. f) The lands depicted hereon were surveyed per the legal description and no claims as to ownership or matters of titfo are made or Implied. / Bearings, if any shown based on J (reference) CERTIFIED TOa Rapid Title Services Company; Attorneys' Title Insurance Fund, Inc.; Rolph, Rodney H., and Rolph, Frances H., and Merrill Lynch Credit Corporation, its successors and /or assigns. I � PROPERTY OF: Rol ah, ranges H. 453 N.E. 92nd Street Mia Shores, Florida LANNES AND GARCIA, INC. L.B. #2098 Surveyors - Mappers -Land Planners SCALE DRAWN BY DRAWING NO 120311 Radius Radial Right ol Way Section Scr eened 33138 Ernesto E. Espinosa #2946 • Address: 359 Alcazar Ave, Coral Gabtes, FL 33134 (305) 666.7909 (954) 523 -8683 4 9 � 1✓ l_ N,5 T /,b_e_r_., / kia 0 3 ✓,crefe. 46 ,so e,0"1 I /0 ~ Q ISM =�f� sll ik r 5e xt, a/L y ,SI N// � L � r � e r' I; J � VOX $ ,, ( I� t - — -� Lo ✓vr e, lour F�l -2/G ! DA 3R 61,0, e r , / f" f a d � b iNG 6 3 4 A • i 4' \ II i k \ fv / t. LJ /6 t r 21b0e1t o ire r"E #e �� j�U 3 ' D N, t6 ' Dr/ R its O _ ..S ki !¢ .2. r: -err' lilt :zrfi/ �- e >V k a - D Ye A / f )L.- 12/ T i 31 ELz r>� I O� 64 AR., -V 4 ELEVATION OP OEGK IN RELATION TO HOUSE. TO. p,> r, > 7. - 5 /f . •e • IAND r T" tASMr • 'cA1l. A•T S cre 1 S S k■J O'/ A.t•) o I S 6.4 Pl.1S1..Er O r~ v0 !Vaal') N to 1004 ?Sr JA >="& . r�. i 4 Gc P r't 'F'i" r"Z. 's.- C xcAv k 10. 1 �..J Grlo > ) , 51r'o0L.€V taut moGKs , Mrc cral.s I;Z o'TNT>r12. o TL!_-/4 > , 11G. So% B O15c„p1jeizeSJ Dry •c::o-s , Tuey ■'C Rif r`44ViE V 1►� tW t n. (4. ITeti.4 r % m a-1y . -r F • Toot._ T2!.o v►i2C5 F'. a Gil eSr El-` . rop. •r ' ' Of s=it_ ELV , es°T 70M o y er.,o t. 1`X.'.1 W1(>9-4,ULt4 14 + L .,i)' 1L F-14 - H'1 o six) 11 hay. '/L 1.4 I 4 L`lo2l.t..A.K. Volt -3.o cotu_fzeif.. •'1f. ,ct.- st..x% t7 :1 i L Gn sx.• J trio / - o+F L 3- t , t - ) I\W_ cQ F- 1 - i 4 2.O I {� c MIL \M .1 .e... , tkvO_ 2 O. P001 DATA ANO EQUIPMENT SIZE & DEPTH it; 'x 3Z' CAPACITY IC C 2-0 (::V % �• PERIMETER j�,2 t •� PUMP t �� COPING TURNOVER EXIT RAILINGS ►�7�EohiI> 1i? I\L 1;1� ALL FLOORS ANO '*AILS OF POOL TO 8E APPLIED CONC. WITH A 2$ DAY %ItNIMUM COMPRESSIVE STRENGTH OF "00 PSI 2 ALL R €!NF STEEL TO CONFORM TO A.S.T.M. IS1S GRADE 40. 3 ALL POOL PiPtNG TO SE SCHEO. 40 PVC BEARING NSF APPROVAL 4 FILTER ,3ACK'.VASH SHALL COMPLY WITH SECTION 50C1 SFBC. S ALL POOL CONSTRUCTION SHALL COMPLY WITH CHAPTER SO OF THE SOUTH FLORiOA BUILDING COO( (SFBCI 8. NO POOL OR PATIO SHALL SEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK WHICH SHALL 8E COMPACTED TO PROVIDE A SAFE SEARING CAPACITY OF 100.9 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF OELITERIOUS MATERIALS ENCOUNTERED ON EXCAVATION SHALL 8E REMOVED IOEMUCKEOI IN THEIR ENTIRETY, AND THE AREA SHALL BE SACKFILLED WITH ACCEPTABLE SOILS AND COMPACTED IN 12 INCH THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSES, Tiff POOL SHALL 8E REDESIGNED FOR PILING 1. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE 3Y SHORING, 1J OERPINNING OR ANY OTHER METHOD IF REQUIRED THE DESIGN ENGINEER ACCEPTS NO RESPONSI8ILITY FOR THE SAFETY OF EXISTING STRUCTURES 8. THE DESIGN ENGINEER ASSUMES NO R ESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS 0R REOUIREO 5ETSACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT ANO RESIDENCE ARE SO INDICATED POOL, CONTR. SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF :NECESSARY POOL CONTRACTORANO /OR OWNER SHALL V£RiFY LAYOUT SHOWN AND All OLMENStONS PRIOR TO CONSTRUCTION 1. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE . .tiNt7AU'A CLEARANCE DIMENSIONS SHALL 8E HELD AND SHALL 8€ AS REQUIRED 91 THE LOCAL REGULATORY AGENCY IN GENERAL HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER 10, POC Si,iOES TG• SE INSTAL LEO IN ACCORDANCE WITH LATEST U.S GOVERNMENT SAFETY STANDARDS 11 '+AIN *' F EYCF RECO'A'AENUED AROUND ALL UNSCREENEO POOLS t;r 3 NTS AIR :BELIEF VALVE Fi ` p C ` , , is. MAIN DRAIN TO SERVICE PANEL -- ( 1 00 WATT LIGHT '._v :t 76C _cr , Q• �f GENERAL NOTES Y / t / MAXIMUM SLOPE tai SHALLOW ENO SKIMMER y D.E. FILTER PIPING SCNEMA f C IMPORTANT '40T€_ NO DIV!NG BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN S' -0" DEPTH AND SPECIFICALLY DESIGNED FOR OiVING ?His P001 IS NOT DESIGNED FOR DIVING MAIN DRAIN - LOiNGI TUOINAL POOL SECTION -- STANOARO POOL TC K/P MANUAL STARTER SWITCH � ; j -- --. � �� _, ,v.' GLi .J r -, i.5' ? .-1/A r.5_ 4 . 48" MiN -- T.-, 1_ r [JiUNCTi0N t - BOx POOL DECK ------- 1" NON- CORROSIVE CON° IN P001. AREA GROUND All BOXES. RAILS, LIGHT. MOTOR, ETC. W /N' 3 WIRE ELECTRICAL DIAGRAM MATER LINE SPST TOGGLE PUMP HAI s ltMT sTtT.A NER 2/y /3 SWITCH PUMP MOTOR 1) •,- 12 V TRANS. �.. ` 3 -N' 12 :n t. " CONO { NOTE. All ELECTRICAL SHALL CONFORM WART. 680 N.E C 12. WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN 0000 CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS 00 NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEAOMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS. 13. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL 8E PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 14. WHERE PATIOS ARE INOICATEO BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL 'HALL SECTION 00 NOT APPLY. PATIO OESIGN SHALL 8E BY OTHERS. 15. WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES 8ENEATH THE POOL MUST GE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 16 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEER. IT is NOT TRANSFERAGLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER. 1 7 TEMPERATURE OF SPA WA TF_R SHALL BE SET SO THAT MAX. WATER TEMP. = 102•F 1 • N' 3 CONT TILE COPING 'N11ITE $AARSLE PLASTER FINISH )t" \if b.CLe 4 HYDROSTATIC VALVE (1 1" IMW.I CONC. DECK W/ SLIP RESISTANT TOPPING W /6 "x6" N' 10/ 10 G.W.M. ON COMPACTED GROUND WITH ALL ORGANIC MATERIALS REMOVED [SEE NOTES ON SOIL BEARING/ SLOPE 8•'x8" CONC. FTG W /14N' 5 CONT -- 2" COVER < <_'r -& Die! - 4" TOP & f".B 0TT0M W IN• 3 AT 12 " 0.C. EACH WAY STEELTEX FORM OR KRAFT 80ARO :CQ liY Tji1+,3 UYE3Z. Iy_U a Tea 9j v' OS g *3 a . _& t iL O s - At-1 C.7 TYPICAL WAIL SECTION NT V. 'CVVS 7v J'-,0" GRATE TO BE FASTENED WITH SCREWS --- WELL POINT THREADED PVC REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILIARY PUMP LINE WHEN EMPTYING. WELL POINT DETAIL NTS 3." ROCK SE0 (MIN. 3 YDS ROCK TO STABIL/2E SOILI PIPE " I c5 • rc'ex". t.$r.3t.rt retc.r.r, • TO EXIST. BACKHOUSE 2P -150A MAIN 1 SEE RISER EWH 1A-19 NL 2A PNL 1 1 10,12 EXIST. WALL NEW WALL NEW ARCH 1A - 7 1 INSTALL FIXED � ..ii GLASS 0 EXIST. OPENING 1A-27 KITCHEN NEW li UNDER WINE COOL OWNER FRANKE OR MANUF. BP WITH BAR STANLEY Illllil 18' /4 NEW HURRICI DOOR KITCHEN UNL SEPARATE CONTRACT 2P -50 1A-23,25 • Tom Mom 1111111 111111111111111111111 ,_ I ■ ■ ■■ 2 40 i 1411 ' 4' $4IGH P (‘ �� ■I� .' SS " ALOCK "SAND FINISH UP 1A -2 HA i AIRS r - 1 1 1 L J 1i 1 T 1 1: 1 41 1413 �■�1111WI ■11111 1 B NEW 2 ©3' -0" GRILL TRY DOORS WITH GRILL—SECURI TY SIDF + TOP PANEL FAMILY 'OOM GUTTER, W.P. 2P -150A MAIN 2 cRo 2P -125A MAIN 3 24 1A-24 PORCH SCALE: 1/4 = METER d 1422 3 #250 KCM 2 1/2' C TO REAR PROPERTY FPL POLE ■ ■ ■ ■ 1A WP GFI ■ ■ \D FLOOR PLA\ 1A-18 NEW COLUMNS & ROOF IRON RAILING TO S.F.B.C. HEIGHT NEW STEPS. SEE STRUCTURAL DWGS. NEW CONC. BLK. WALL SEE SR No. SW -1.1 FOR DETAILS. �, ■ ■■ ' J ■■■ ■- -:II 11111 111 �111I Ill �lll�il���l 4 ,111111111 ..� _ � _ _ /1► LI _' _ IlIb RftL; 1■ um ■ ■■ ...., , rig il ... i�������� 1 l� i IiIIMBEIII =111111 poi Alm I rll .. zzzia -." 11 . , f' 11 II 11' 11111 II�_II iiTiIi1 rulilllll 1111111■1111111■1111 I I' 7 BEDROOM 3 10 RELOCATED DOOR 24 FROM FIRST FLOOR HALL 1A -2 4 BEDROOM 2 2A-15 r 41111111111 11111 MI 1111111111111 ■ CHERRY WD. FACING STUDY MASTER BEDROOM BLOCK UP EXISTING OPENING WITH 8" CONC. BLK. FINISH, TO MATCH EXIST. 2A-3 1A -18 a C B ) NEW ROOF BELOW CHERRY TYP. CABINETS BELOW SFCO\3 ELOOP PLA\ SCALE: 1/4 = WHIRPO0L SELECTION BY 0VNER EXIST. ROOF BELOW NEW ROOF BELOW O 0 0 0 0 0 06/30/00 E LC) c Q DATE u z SHEET NO. c l c c r >- CO 0 w 0 W S 0 FILE NUMBE A2018 —A1 JOB NUMBEI AR 2018 PANEL-1A LOCATION: ❑ FLUSH 11 TOP FEED ® SURFACE CJ BOTTOM FEED 240 VOLTS, 1 0 4 WIRE MI NEUTRAL FULL ❑ 50% ❑ 200% ❑MAIN BKR. FRAME - A. 10,000 AIC 200 AMP a LUGS ONLY ® GROUND BUS NEMA 1 TRIP - A. © 240 VOLTS E] SHUNT TRIP a LUGS ONLY I GROUND BUS NEMA 1 I !SHUNT TRIP LOAD CESCRIPTION WIRE & CONDUIT POLE ' AMP AVP T LOAD(KVA No. CKT. K.VA AMP TRIP PO LE WIRE & CONDUIT LOAD DESCRIPTION �A �C RECEPTACLES #12, 1/2" 1 #12,1/2" 1 20 2.0 1 2 1.4 15 1 15 #14,1/2" LIGHTING SMALL APPL 1 TELEPHONE OUTLET - + 18" POLE MOUNTED UGHT FIXTURE m 0 v 1 • 4 p PUBUC PHONE 1.5 3 ' 2.7 2.7 4 1.2 1.2 PM DUCT SMOKE DETECTOR UGHT FIXTURE DESIGNATION F PULL STATION - + 48" UP " TELEVISION ANTENNA OUTLET SO SMOKE DETECTOR 120V 8 BATTERY WITH AUDIBLE ALARM 0.5 1.7 COMPUTER COMMUNICATION OUTLET 6 1.2 6 1.2 ® SPEAKER HOMERUN TO PANEL 1 FAP J FIRE ALARM PANEL MAGNETIC STARTER TELEPHONE BACKBOARD OR CABINET DISH WASH 0.7 7 ELECTRIC MOTOR 6.5 8 5.5 60 j6,1' AHU #2 2.7 8 1.2 VP VAPOR PROOF EP EXPLOSION PROOF 0.7 EXTERIOR 6.5 / 0.6 10 12 14 5.5 - - 40 #8,3/4" GU #2 (NON- CONCURRENT) BATH 0.72 9 6.5 10 5.5 60 2 #6,1 AHU #1 .54 0.72 11 ' 1.0 6.5 12 5.5 .54 15 / 3.0 16 2.5 40 , 0,3/4" 0.72 13 14 - 40 2 #8,3/4" CU # BATH .54 17 3.0 18 2.5 0.54 1 5 ' 2.2 0.6 16 - 1 #14,1/2" 0.5 0.5 WASHER 1.0 1.0 "V 4.5 20 22 24 v 1.2 17 18 1.0 15 1 LIGHTING -EXT DRYER #10,3/4" 2 30 2,5 1 9 ' 3.5 3.5 20 1.0 4.5 23 . 4.5 25 2.5 21 22 1.0 y SPACE OVEN #6,1" 2 50 6.0 23 ' 1.1 7,2 24 1.2 20 #12,1/2" 29 - / 7 - 6.0 25 26 0.5 ■ SPAR DISPOSAL #12, 1/2" 1 20 1.2 27 ' - 1.8 28 0.5 L 34 SPACE 29 30 SPACE - 36 31 Z - 32 37 - 38 34 38 - 40 . - - 36 38 41 42 37 FED FROM: MAIN GUTTER AND 150 A O.C.P. W/ 3 #1/0, 1 #6(G), 2 "C 20.0 17.8 I !NOTES: TOTAL CONNECTED LOAD: 38.0 KVA; 158 AMPS. TOTAL DEMAND LOAD: 23.0 KVA; 96 AMPS. 38 - 40 1 41 42 FED FROM: MAIN GUTTER AND 150 A O.C.P. W/ 3 #1/0, 1 #6(0), 2 "C 19.0 25.0 NOTES: TOTAL CONNECTED LOAD: 44 KVA; 183 AMPS. TOTAL DEMAND LOAD: 26.4 KVA; 110 AMPS. PAID LOCATION: ❑ FLUSH M SURFACE =L -2A II TOP FEED ❑ BOTTOM FEED 240 VOLTS, 1 0 4 WIRE NEUTRAL ® FULL [] 50% ❑ 200% 11MAIN BKR. FRAME - A. 10,000 AIC 200 AMP BUS @ 240 VOLTS TRIP - A. a LUGS ONLY I GROUND BUS NEMA 1 I !SHUNT TRIP ELECTRIC HEATER LOAD DESCRIPTION WIRE & CONDUIT PO LE AVP T CKT. K.V.A. CKT No. LOAD(KVA }CKT N CKT K.V .A. AMP TRIP POL WIRE &: CONDUFT LOAD DESCRIPTION A O C RECEPTACLES #12,1/2" 1 20 1.0 1 2.2 SPECIAL PURPOSE OUTLET 2 1.2 15 1 ,. r , ES #14, /2" LIGHTING 1 TELEPHONE OUTLET - + 18" POLE MOUNTED UGHT FIXTURE m 0 v 1 • 4 p PUBUC PHONE EXIT LIGHT - CE/LING MOUNTED 1.0 3 5 EXIT LIGHT - WALL MOUNTED 2.2 4 1.2 PM DUCT SMOKE DETECTOR UGHT FIXTURE DESIGNATION F PULL STATION - + 48" UP TELEVISION ANTENNA OUTLET SO SMOKE DETECTOR 120V 8 BATTERY WITH AUDIBLE ALARM 0.5 1.7 COMPUTER COMMUNICATION OUTLET 6 1.2 COMPUTER POWER OUTLET ® SPEAKER HOMERUN TO PANEL 1 FAP J FIRE ALARM PANEL MAGNETIC STARTER TELEPHONE BACKBOARD OR CABINET DISCONNECT SWITCH 0.7 7 ELECTRIC MOTOR 6.5 8 5.5 60 j6,1' AHU #2 WP WEATHER PROOF VP VAPOR PROOF EP EXPLOSION PROOF 0.7 9 6.5 / 0.6 10 12 14 5.5 - - 40 #8,3/4" GU #2 (NON- CONCURRENT) BATH .54 11 7 .6 .54 13 .54 15 / 3.0 16 2.5 40 , 0,3/4" POOL EQUIP. < < .54 17 3.0 18 2.5 SPARE 1 0.5 0.5 1 9 21 1.0 1.0 "V 4.5 20 22 24 0.5 0.5 20 - SPARE .- I EWH 2 50 4.5 23 . 4.5 25 4.5 26 SPACE 27 - 28 - . 29 - / 7 - 30 32 31 33 - 34 35 - 36 37 - 38 38 - 40 41 42 FED FROM: MAIN GUTTER AND 150 A O.C.P. W/ 3 #1/0, 1 #6(G), 2 "C 20.0 17.8 !NOTES: TOTAL CONNECTED LOAD: 38.0 KVA; 158 AMPS. TOTAL DEMAND LOAD: 23.0 KVA; 96 AMPS. ELECTRICAL LEGEND $ SINGLE POLE TOGGLE SWITCH -+ 48• UP PHOTOCELL $ 3 THREE - WAY SWITCH TIMECLOCK $ 4 FOUR - WAY SWITCH ELECTRIC HEATER $ D DIMMER SWITCH MICROPHONE OUTLET $ 2 TWO POLE SWITCH BELL QUADRUPLEX RECEPTACLE - + 18" WALL MOUNTED INTERCOM SPEAKER DUPLEX RECEPTACLE - + 18" BURGLAR ALARM JUNCTION BOX iii DUPLEX RECEPTACLE - ABOVE COUNTER PUSH BUTTON - + 48' 0 SINGLE RECEPTACLE - + 18" INCANDESCENT FIXTURE - WALL MOUNTED Q JUNCTION BOX FIXTURE ON EMERGENCY POWER c SPECIAL PURPOSE OUTLET FLUORESCENT UGHT FIXTURE Q THERMOSTAT FLUORESCENT STRIPS 1 TELEPHONE OUTLET - + 18" POLE MOUNTED UGHT FIXTURE m 0 v 1 • 4 p PUBUC PHONE EXIT LIGHT - CE/LING MOUNTED .4 AC TELEPHONE OUTLET - ABOVE COUNTER EXIT LIGHT - WALL MOUNTED BATTERY LIGHT FIXTURE PM DUCT SMOKE DETECTOR UGHT FIXTURE DESIGNATION F PULL STATION - + 48" UP TELEVISION ANTENNA OUTLET SO SMOKE DETECTOR 120V 8 BATTERY WITH AUDIBLE ALARM TANDEM CONNECTED AHEAD OF KITCHEN LTG CKT. COMPUTER COMMUNICATION OUTLET H HEAT DETECTOR COMPUTER POWER OUTLET ® SPEAKER HOMERUN TO PANEL 1 FAP J FIRE ALARM PANEL MAGNETIC STARTER TELEPHONE BACKBOARD OR CABINET DISCONNECT SWITCH 4 ELECTRIC PANEL - FLUSH MOUNTED ELECTRIC MOTOR ELECTRIC PANEL - SURFACE MOUNTED DISCONNECT SWITCH G.F.I. GROUND FAULT INTERRUPTOR WP WEATHER PROOF VP VAPOR PROOF EP EXPLOSION PROOF FIRST 10 KVA CO 100% REST @ 40 % HVAC HTR CO 65% 10,000 9200 7150 26,350 FIRST 10 KVA © 100% REST © 40 % HVAC HTR @ 65% 10,000 6400 7150 23,550 VA EXIST. PNLB EXISTING REAR HOUSE 1#6 3#1,1 1/2"C 5/8' X 12' GROUND ROD COPPER CLAD. GRADE • C ---- TO REAR PROPERTY LINE FPL POLE 3 #1/0, 1#6(G), 2"C METER 3 #250KCM, 21/2"C MAIN 1/3 2P -150A W1 a 1) �-1 #2(CU) GUTTER (WP.) 1#2BONDTOCWP MAIN 2/3 2P-150A WP - 1 #2 BOND TO FOUND. STEEL ELECTRICAL RISER NTS � 5/8" X 12' G`i2OUND ROO - COPPER CLAD. TYP OF 2, MIN 6 APART 3 #1/O, 11/60),7C 1A 2A MAIN 3/3 2P -125A WP 3 #1, 1 1/2" (INTERCEPT EXISTING FEED TO REAR "SHOP" HOUSE) LOAD CALCULATIONS (3500 SF) (3W /SF) 10,500 VA SMALL APPLIANCE REAR SHOP REFRIGERATOR DISH WASHER DRYER WASHER OVEN POOL EWH 3000 20,000 1500 1200 5000 1200 12000 5000 9000 69600 FIRST 10 KVA @ 100% 10,000 VA REST @ 40 % 24000 HVAC HTR @ 65% 15000 SPARE CAPACITY 10000 59000 VA 49 KVA @ 240V, 1PH = 245 AMPS SERVICE ENTRANCE RATED FOR 250 AMPS NOTE: ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C., S.F.B.C. AND ANY LOCAL ORDINANCES. 2. ALL MATERIAL SHALL BE NEW AND BEAR THE U.L LABEL 3. ALL CONDUCTORS SHAM BE COPPER; #8 AND SMALLER, TW INSULATION; #6 AND LARGER, THIN INSULATION, UNLESS OTHERWISE NOTED ON THE PLANS, MINIMUM WIRE SHALL BE #12 AWG, EXCEPT FOR CONTROLS. 4. VERIFY WITH OWNER LOCATION OF ALL OUTLETS BEFORE ROUGH -IN. 5. ALL FUSES SHALL BE BUSS LOW -PEAK OR HI -CAP OR AS NOTED ON THE PLANS. 6. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED. INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 7. WIRING DEVICES AS MANUFACTURED BY HUBBELL, SLATER, P & 3, SPECIFICATION GRADE. 6. ELECTRICAL SWITCHGEAR SHALL BE AS MANUFACTURED BY SQ. - "D", CUTLER HAMMER, I.T.E., SWITCHGEAR AND PANELS SHALL HAVE A U.L SHORT CIRCUIT SERIES COMBINATION RATING, MIN. 50,000 AMPS BUS TO BE COPPER. 9. ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 10. ALL BRANCH CIRCUIT HOME -RUNS MORE THAN 75 FEET TO FIRST OUTLET SHALL BE INCREASE TO NEXT LARGER SIZE CONDUCTOR. 11. ALL FLUORESCENT LIGHTING FIXTURES SHALL BE PROVIDED WITH INLINE FUSED ENERGY SAVING BALLASTS (ADVANCE MARK III OR UNIVERSAL 'SLIP) AND WATT MISER LAMPS (G.E, SYLVANIA OR PHILIPS). 12 FURNISH AND INSTALL EMPTY CONDUIT FOR THE TELEPHONE SYSTEM AS SHOWN ON THE PLANS. PROVIDE PULL WIRE IN ALL EMPTY CONDUIT. VERIFY WITH SOUTHERN BELL REPRESENTATIVE ALL MATTERS CONCERNING THE TELEPHONE SERVICE TO THIS BUILDING. 13. VERIFY WITH FP.L REPRESENTATIVE ALL MATTERS CONCERNING THE ELECTRICAL SERVICE TO HIS BUILDING. 14. FURNISH AND INSTALL EMERGENCY BATTERY LIGHTS AS SHOWN ON THE PLANS. CONNECT BATTERY LIGHTS TO LINE SIDE OF BRANCH CIRCUIT IN THE AREA. 15. CONTRACTORS SHALL BE RESPONSIBLE TO COORDINATE WITH ALL TRADE REQUIRED SPACES AND DIMENSIONS TO RUN CONDUITS AND INSTALL EQUIPMENT SO AS TO AVOID INTERFERENCES. 16. CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR RATING OF ALL EQUIPMENT BEFORE ORDERING SWITCHGEAR. 17. ALL DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE. FUSED AND NOT FUSED AND WEATHERPROOF AS REQUIRED. 18. MOUNTING HEIGHT OF OUTLETS: RECEPTACLES: 18 A.F.F. OR AS NOTED ON THE PLANS. SWITCHES: 48• A.F.F. OR AS NOTED ON THE PLANS. TELEPHONES: 18• A.F.F. OR AS NOTED ON THE PLANS. THERMOSTATS: 60• AF.F. OR AS NOTED ON THE PLANS. 19. GROUNDING: PROVIDE GROUNDING SYSTEM AS INDICATED ON PLANS. 20. INSTALL FIRE ALARM SYSTEM AS SHOWN ON THE DRAWINGS. SYSTEM SHALL BE GENERAL ALARM, SUPERVISED, NON - CODED, WITH BATTERY BACK-UP. (24 HOUR STAND BY; 5 MIN. ALARM). 21. PROVIDE WIRING AS INDICATED IN THE DRAWINGS FOR ALARM, TELEPHONE AND DMA. 22. RECEPTACLES CONNECTED TO ISOLATED GROUND BRANCH CIRCUITS SHALL BE ORANGE COLOR. 23. FUSING FOR ALL ROOF TOP AIR CONDITIONING UNITS SHALL BE AS PER EQUIPMENT NAMEPLATE. 24. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND TELEPHONE FOR CONSTRUCTION PHASE. 25. ALL DATA AND COMMUNICATION CABLES SHALL BE FURNISHED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR. 26. ALL EXPOSED CONDUIT ON BUILDING EXTENSION AND ALL EXPOSED CONDUIT BELOW JOIST LEVEL IN STORAGE AND RECENING AREAS SHALL BE RIGID CONDUIT. 27. FURNISH AND INSTALL 314• EMPTY CONDUIT FOR THE TELEPHONE SYSTEM TO BE CONNECTED TO TELEPHONE TERMINAL BOARD. EL -4 VIDAL & ASSOCI 167 N.E. 39Th Miami, Florida Ph. 571 -1 EDUARDO MOREIRA, P.E. ATES INC. . Street 860 LIC. NO. 48050 O '6 Q rN (i.) c: , \ -0 -46 eN o 00 O O I O O o - E Ln oQ I X Q 0 • F Z 0 0 CZ 0 L 06/30/00 (1) LO DATE F -1 CD CO CD C) CN 00 LCD CD CD r) LLl FILE NUMBER A2018 -A3 JOB NUMBER AR2018 SHEET NO. E2 0 1 AR-0011 001 PROPOSED RESIDENCE ROLPH FAMILY MIAMI SHORES. SHEET TITLE 92nd. STREET CHECKED B AIR COOLED SPLIT A/C UNIT SCHEDULE AIR HANDLING UNIT UNIT DESIGNATION MiU - 1 AHU - 2 AREA SERVED 1ST FLOOR 2N0 FLOOR OPERATING WEIGHT LBS. 175 130 DESIGN MANUFACTURER TRAK TRANE MODEL NUMBER TWE048C 11F036A Nb3 I TOTAL AIR CFM 1500 1200 VENT AIR CFM --- - -- EXTERNAL STATIC PRESSURE IN. OF H2O .45 .45 FAN MOTOR HP (NON - OVERLOAD) / F.L.A. .50 / 4 .2 .50 / 13 ELECTRICAL SERVICE AVAILABLE 230-1-60 230 -1 -60 DUCT MOUNTED SMOKE DETECTORS - -- _ -_ GRAND TOTAL CAPACITY BTU /HR. 42000 35000 TOTAL SENSIBLE CAPACITY BTU /HR. 30000 24600 IOD ENTERING AIR TEMP. D13/1NB 78 / 65 78 / 65 7 TYPE AND THICKNESS T.A. - 1' T.A. - 1' 11 QUANTITY AND SIZE 1 -20X20 1 -16X25 Ii. 1V31 ELECTRIC HEAT CAPACITY KW 9.8 7.68 NO. OF HEATING STEPS 1 1 AIR COOLED UNIT DESIGNATION CU -1 CU -2 TYPE OF FAN PROP, DROP. NO. OF FANS AND HP (EA.) 1 - 1/4 1 - 1/4 AMBIENT AIR TEMP. DB 95 95 NO. or COMPRESSORS 1 1 CAPACITY REDUCTION 100-0 100-0 COMPRESSOR F.L.A. (EA.) 16 14 ELECTRICAL SERVICE AVAILABLE 230 -1 -60 230-1-60 OPERATING WEIGHT LBS. 260 260 DESIGN MANUFACTURER MODEL. NO. TTPO42C T1P0360 SEER 12.0 ` 12.0 REFRIGERANT PIPE SIZE, SUCT./LIQ. 0.0. 7/8' / 3/8' 7/8' / 3/8' AIR CONDITIONING LEGEND SYMBOL - DESCRIPTION • 6 V a 5 :5 5 cd gg 't g ti 4;i I AIR HANDLING UNIT BOTTOM CONDENSATE CONDENSING UNIT - CONCRETE CUBIC FEET PER MINUTE EXHAUST FAN FULL LOAD AMPS FEET PER MINUTE HORSEPOWER HOUR INCH KILOWATT POUNDS MAXIMUM NUMBER TS1DE AIR EyOLUTTONS PER MINUTE RETURN AIR REFRIGERANT SUPPLY AIR TEMPERATURE AIR DISTRIBUTION DESIGNATION THERMOSTAT SUPPLY DUCT SECTION EXHAUST, RETURN AIR DUCT SECTION RIGID DUCTWORK FLEXIBLE DUCT (INSULATED) AIR DISTRIBUTION SCHEDULE 3Y1e01. UN �r .' •. TYPI au t I . 1 q AOCb680F1s O. , ' : c Nl MODE; 6 -1`' '. a RETURN AIR CIA. GRILLE 0.8.0. 'TITUS 4 -n. _ C SUPPLY AR FLOOR REGISTER 0.0.0. 'TRW 27243 FIRE RATED ROOF /FLOOR CEILING ASSEMBLY v- • FIRE STOPPING CANOE 46AT$ L. SMOKE CONTROL rpir a281° V� o _ e b c 0 8 .s I .... I g co . N 1 g E co ,1) oi s ii ) " 0 0) a -q I ' Q. 0 6 . g 44 0 O 0 to ell 0 g C O 2 am" . �,. DATA cc W a r 3 a a J ti 08/01/00 (is z 0 iormaregmomematraawrriommummemai m � 0 FIB M.1EI8EA A201$ -A1 JOB NUMMI AR2018 ..r MEET N0 M-1 NOTES( 1. - PROVIDE AND INSTALL PROGRAMMABLE THERMOSTAT WITH SUB -BASE AND AHU MOUNTED CIRCUIT BREAKER 2. - PROVIDE HEAT RECOVERY UNIT FOR AHU 1 /CU - SYSTEM. SOUND INSULATED HOUSING ADJUSTABLE MOUNTING FLANGE REMOVABLE ALUM. CEILING GRILLE AIR FLOW CENTRIFUGAL FAN INSIDE HOUSING AIR FLOW EXHAUST DUCT EXHAUST FAN DETAIL CEILING MOUNTED TYPE 1. EF -1: NUTONE MODEL NO. 0T -80, 80 CFM Q 1.3 SONES, .5 AMPS, 113 -1 -60 INTERLOCK W/ TOILET ROOM LIGHT SWITCH. d+.IPPL.Y DUCT 6E11 FLOOR PLAN FOR 6IRE6. TYPICAL A/C UNIT ''OUPIYIPIG DETAIL K..8. 1. COORDINATE COLOR FINISH WITH ARCHITECT 2. COORDINATE LOCATION OF ALL GRILLES WITH ARCH. PLANS. IeG*100I1 P (TYP) 1/4'1X24.11. t?4°:001.1 (TYP) DUCT CONNECTION SHALL BE AT THE TOP OR SIDE OF PLENUM AS SPACE CONDITIONS PERMIT. OPPOSED BLADE DAMPER CONDENSING UNIT M8 BELLMOUTH SPIN COLLAR FITTING . W /EXTRACTOR AND VOLUME DAMPER, QUADRANT OPERATOR TO BE OUTSIDE INSULATION - PROVIDE INSULATION GUARD WHERE NECESSARY OUNTING �TAIL INSULATED FLEX DUCT SEAL. JOINT WITH DUCT SEALER & TAPE \- -CEILING DIFFUSER PROVIDE 1 -1/2' INSULATION WITH VAPOR BARRIER ON ALL METAL DIFFUSER SURFACES ABOVE CEILING. R -6 141N. FLEXILE UUCP CONNECTI MYS - - -- :-- - oxotNrmo WIT ammo t0 CCWG y am ~ 130 tI°N 0106 Y.4 * t4SELIO TA. OD (flP) CGNQ Pa»6 f oYc e e`(L) f SZrYA'♦ 7 LOW VELOCITY RETURN AIR DUCT (SEE ALAN VIEW) 10' HIGH FIBERGLASS PLENUM, R -6 MIN. AIR FLQv SlCUR t±.:'. %PFAI$T( STRAP TO INSULAT ON REFRIGERANT LIQUID LINE :N,T.S. STRUCTURE EFRIGERANT HOT GAS LINE HANGE INSULATION END VIEW SIDE VIEW I,. REFRIGERANT PIP . ING M!fl DETAIL REFRIGERANT LIQUID LINE REFRIGERANT HOT GAS LINE SAW SADDLE SUPPORT NOTES! I.- PROVIDE: ISOLATION BETWEEN, DISSMILAR METALS 2. PROVIDE SADDLE PROTECTION AT EACH SUPPORT 6. 1. THE WORK TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR. MATERIALS, EQUIPMENT, PERIATS, FEES, INSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR THE COMPLETION OF THE HVAC SYSTEM SHOWN ON DRAWINGS AND /OR LASTED BELOW. 2. ALL WORK SHALL EE DONE N ACCORDANCE WITH THE LATEST ED(TTON OF THE SOUTH FLORIIM BLDG. CODE MO ALL LOCAL CODES 3. CONTRACTOR SHALL VERIFY EXIST. SPACE COMMONS AND DIMENSIONS AND SHALL COORDINATE WORK WITH ALL OTHER TRADES AT JOB SITE PRIOR TO FABRICATION MVO INSTALLATION OF DUCTWORK AND EQUIPMENT. 4. ALL WORK SHALL BE COORDINATED MTH OTHER TRADES TO AVOO INTERFERENCE WITH PROGRESS OF CONSTRUCTION ANO IN STRICT COIPIIANCE WITH ALL APPUCABLE CODES AND STANDARDS 5. .; HVAC GENERAL r OTES A. ALL AIR CONDITIONING SUPPLY AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED OF 1' THICK STANDARD 0111Y (R- 4.2)) � F18ERG ASS DUCTIMAR0 WITH REINFORCED FLAMEPROOF ALUMINUM FOE FACED MERINO IN ICCORDANCE WITH N.F.PA BULLETIN 90-A. DUCTWORK SHALL BC FABRK'aTED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS & BULLETINS. USE R -6 1 -1/2' THICK DUCTOQAR0 IN TRUSS/ATTIC SPACE AND OTHER UNCONOITIONEO SPACES. 8. SUPPLY,DUCTWORK IN CRAWL. SPACE SHALL BE FLEXIBLE METAL AND SHALL BE INTERNALLY LINED "AM FLEXIBLE DUCT UNER WITH ACRYUC SURFACE COATING AS MANUFACTURED BY 9CNULLER 'PERMACOTE LINACOUSTIC'. INSIDE SURFACE OF DUCT UNER SHALL BE PROVIDED WITH A FACTORY APPUED IMMOBILIZED EPA REGISTERED ANTI - MICROBIAL. kXNT THAT WILL NOT SUPPORT THE GROWTH OF FUNGUS OR BACTERIA AS OETERl,EO BY TESTS N ACCORDANCE WITH ASTM C 1071 AND ASTM 021 AND 022. DUCTWORK SHALL BE LINED TO PROVIDE R -8 MN. ALTERNATELY PROVIDE EXTERNAL INSULATION (R -8 MIN.) ON METAL FLEXIBLE DUCT AND BOXES SUBMIT SAMPLES OF BOTH TYPES OF DUCTS AND FLOOR GRILLES WITH FLOOR OPERATED 080 TO THE OWNER FOR APPROVAL BEFORE ORDER. C. ALL TOILET EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF ZINC COATED GALVANIZED SHEET METH. CONSTRUCTED N ACCORDANCE WITH THE LATEST A.SHRAE. GUIDE AND S.MAC.NA RECOMMENDATIONS. DRYER EXN. DUCTWORK SHALL BE MN. 26 GA. METAL. D. ALL DUCT SIZES SHOWN ON DRAWINGS ARE CLEAR INSNOE DIMENSIONS. NSUTADON: A. FLAME AND SMOKE RATING: ALL MOUTON PRODUCTS AND MATERIALS USED INSIDE THE BUILDING SHAH HAVE A MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED RATING OF 25/50 RESPECTIVELY IN ACCORDANCE WITH TESTS OUTLINED N N.F.PA 255. 8. PIPING - CONDENSATE AND REFRIGERANT SUCTION PIPING SWELL BE INSULATED WITH 3/4' FIRE RATED FLEXIBLE FOAM INSULATON. FINISH WHERE EXPOSED WITH (2) COATS OF WHITE LATEX PAINT AS PER THE MANUFACTURERS RECOMMENOATIONS. 7. PROVIDE READY ACCESSI81UTY TO DAMPERS AND OTHER PARTS OF THE SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE OR OPERATIONS. 8. REFRIGERANT PPINQ A. REFRIGERANT PIPING SHALL. BE TYPE 'L COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SLYER SOLDERED JOINTS. o PIPNO SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE MIH MANUFACTURERS INSTRUCTIONS FOR EQUPMENT LOGkT10NS SHOWN. PROVIDE ALL REQUIRED PIPING SPECIALTIES INCLUDING OUT NOT MED TO FILTER DRIERS, SOLENOID VALVES EXPANSION VALVES, SIGHT GLASSES, ISOLATION VALVES. FLEX. CONNECTIONS ETC. C. REFRIGERANT PIPING SHALL BE EVACUATED & LEAK TESTED. 9. ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR THE PERIOD OF ONE YEAR. COMPRESSORS SHALT. BE GUARANTEED FOR 5 YEARS. 10. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 11. SUBMIT SHOP DRAWINGS OF ALL MATERIA AND EQUIPMENT FOR APPROVAL PRIOR TO FABRICATION CR ORDERING. 12. CONTRACTOR SHALT. VISIT THE PRIOR TO IO ANY CLARIFICATION REQUIRED SL BE BROUGHT TO T ,&acHDIGTSS FAMILIAR 10 THE EXIST, oOfrOcTbNS. 13. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR AS SCHEDULED ON DRAWINGS. -.. 14. ALL EQUIPMENT SHALL BE AS SPECIFIED ON THE DRAWINGS OR APPROVED EQUAL 15. Ni OUTSIDE EQUIPMENT SHALL BE SECURED TO WITHSTAND 150 M.P.H. WINOS. 16. THERMOSTAT SHALL BE LOW VOLTAGE HEAT /COOL WITH FAN MO SELECTOR SWITCHES ON SUBBASE. MOUNT ON WALL WHERE SHOWN ON PLANS. 17. AR CONDITIONING SYSTEM SHALL BE BALANCED TO OBTAIN COMFORT CONDITIONS WITHOUT DRAFT IN ALL AREAS AND TO DELIVER AR QUANTITIES INDICATED IN THE DINGS. 18. FLEXIBLE DUCT N ATTIC SPACE SHALL BE ROUND DUCTWORK REINFORCED WITH A WIRE HELD( AND INSULATED WITH 1 1/2 INCH THICK, 3/4 L13.DENSITY (R -6)) F18E9cASS COVERED WITH A VAPOR BARRIER OF ALUMINUM IAETAUZED POLYESTER FI.M LAMINATED TO GLASS MESH. CONNECTION TO DUCT MAINS SHALL BE WOE WITH FITTINGS PROVIDED WITH TWIST RINGS, BUTTERFLY DAMPERS, QUADRANT OPERATORS, EXTRACTOR AND INSULATION GUARD. DUCTWORK SHALL BE CLASS I, U.L181, 1VIREMOLD' TYPE WK OR APPROVED EQUAL it PROVIDE TURNING VANES IN ELBOWS 45 DEGREES OR GREATER 20. CONTRACTOR SHALL COORDINATE LOCATION OF ALL GRILLES WITH REF. CEO. PLAN AND THE ELEC. CONTRACTOR. 21. ALL DUCTWORK LSE THRU FACE OF GRILLES SHALL BE PANTED WITH 2 COATS OF FLAT BLACK PAINT. 22. ALL (CUP. SHALL BE INSTALLED MAINTAINING RECOMMENDED CLEARANCES FOR AR FLOW, SERVICE. 23. ALL EXIST. NM EQUIPMENT AND DUCTWORK SHALL BE REMOVED AND DISPOSED OF PER ARCH. INSTRUCTIONS. Innovative Engineering Group Inc. 6692 N.Y. 72nd Ave Miami, FL 33166 81318717 306- 888 --9426 Sudl it IC. Gupta. P$ 29169 AND SCHEDULES 92nd. STREET IUVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR (..- FIRE DAMPER(S) SMOKE DAMPER(S) N/' FIRE RATED ENCLOSURE Ii- FIRE RATED ROOF /FLOOR CEILING ASSEMBLY v- • FIRE STOPPING CANOE 46AT$ L. SMOKE CONTROL rpir a281° V� o _ e b c 0 8 .s I .... I g co . N 1 g E co ,1) oi s ii ) " 0 0) a -q I ' Q. 0 6 . g 44 0 O 0 to ell 0 g C O 2 am" . �,. DATA cc W a r 3 a a J ti 08/01/00 (is z 0 iormaregmomematraawrriommummemai m � 0 FIB M.1EI8EA A201$ -A1 JOB NUMMI AR2018 ..r MEET N0 M-1 NOTES( 1. - PROVIDE AND INSTALL PROGRAMMABLE THERMOSTAT WITH SUB -BASE AND AHU MOUNTED CIRCUIT BREAKER 2. - PROVIDE HEAT RECOVERY UNIT FOR AHU 1 /CU - SYSTEM. SOUND INSULATED HOUSING ADJUSTABLE MOUNTING FLANGE REMOVABLE ALUM. CEILING GRILLE AIR FLOW CENTRIFUGAL FAN INSIDE HOUSING AIR FLOW EXHAUST DUCT EXHAUST FAN DETAIL CEILING MOUNTED TYPE 1. EF -1: NUTONE MODEL NO. 0T -80, 80 CFM Q 1.3 SONES, .5 AMPS, 113 -1 -60 INTERLOCK W/ TOILET ROOM LIGHT SWITCH. d+.IPPL.Y DUCT 6E11 FLOOR PLAN FOR 6IRE6. TYPICAL A/C UNIT ''OUPIYIPIG DETAIL K..8. 1. COORDINATE COLOR FINISH WITH ARCHITECT 2. COORDINATE LOCATION OF ALL GRILLES WITH ARCH. PLANS. IeG*100I1 P (TYP) 1/4'1X24.11. t?4°:001.1 (TYP) DUCT CONNECTION SHALL BE AT THE TOP OR SIDE OF PLENUM AS SPACE CONDITIONS PERMIT. OPPOSED BLADE DAMPER CONDENSING UNIT M8 BELLMOUTH SPIN COLLAR FITTING . W /EXTRACTOR AND VOLUME DAMPER, QUADRANT OPERATOR TO BE OUTSIDE INSULATION - PROVIDE INSULATION GUARD WHERE NECESSARY OUNTING �TAIL INSULATED FLEX DUCT SEAL. JOINT WITH DUCT SEALER & TAPE \- -CEILING DIFFUSER PROVIDE 1 -1/2' INSULATION WITH VAPOR BARRIER ON ALL METAL DIFFUSER SURFACES ABOVE CEILING. R -6 141N. FLEXILE UUCP CONNECTI MYS - - -- :-- - oxotNrmo WIT ammo t0 CCWG y am ~ 130 tI°N 0106 Y.4 * t4SELIO TA. OD (flP) CGNQ Pa»6 f oYc e e`(L) f SZrYA'♦ 7 LOW VELOCITY RETURN AIR DUCT (SEE ALAN VIEW) 10' HIGH FIBERGLASS PLENUM, R -6 MIN. AIR FLQv SlCUR t±.:'. %PFAI$T( STRAP TO INSULAT ON REFRIGERANT LIQUID LINE :N,T.S. STRUCTURE EFRIGERANT HOT GAS LINE HANGE INSULATION END VIEW SIDE VIEW I,. REFRIGERANT PIP . ING M!fl DETAIL REFRIGERANT LIQUID LINE REFRIGERANT HOT GAS LINE SAW SADDLE SUPPORT NOTES! I.- PROVIDE: ISOLATION BETWEEN, DISSMILAR METALS 2. PROVIDE SADDLE PROTECTION AT EACH SUPPORT 6. 1. THE WORK TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR. MATERIALS, EQUIPMENT, PERIATS, FEES, INSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR THE COMPLETION OF THE HVAC SYSTEM SHOWN ON DRAWINGS AND /OR LASTED BELOW. 2. ALL WORK SHALL EE DONE N ACCORDANCE WITH THE LATEST ED(TTON OF THE SOUTH FLORIIM BLDG. CODE MO ALL LOCAL CODES 3. CONTRACTOR SHALL VERIFY EXIST. SPACE COMMONS AND DIMENSIONS AND SHALL COORDINATE WORK WITH ALL OTHER TRADES AT JOB SITE PRIOR TO FABRICATION MVO INSTALLATION OF DUCTWORK AND EQUIPMENT. 4. ALL WORK SHALL BE COORDINATED MTH OTHER TRADES TO AVOO INTERFERENCE WITH PROGRESS OF CONSTRUCTION ANO IN STRICT COIPIIANCE WITH ALL APPUCABLE CODES AND STANDARDS 5. .; HVAC GENERAL r OTES A. ALL AIR CONDITIONING SUPPLY AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED OF 1' THICK STANDARD 0111Y (R- 4.2)) � F18ERG ASS DUCTIMAR0 WITH REINFORCED FLAMEPROOF ALUMINUM FOE FACED MERINO IN ICCORDANCE WITH N.F.PA BULLETIN 90-A. DUCTWORK SHALL BC FABRK'aTED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS & BULLETINS. USE R -6 1 -1/2' THICK DUCTOQAR0 IN TRUSS/ATTIC SPACE AND OTHER UNCONOITIONEO SPACES. 8. SUPPLY,DUCTWORK IN CRAWL. SPACE SHALL BE FLEXIBLE METAL AND SHALL BE INTERNALLY LINED "AM FLEXIBLE DUCT UNER WITH ACRYUC SURFACE COATING AS MANUFACTURED BY 9CNULLER 'PERMACOTE LINACOUSTIC'. INSIDE SURFACE OF DUCT UNER SHALL BE PROVIDED WITH A FACTORY APPUED IMMOBILIZED EPA REGISTERED ANTI - MICROBIAL. kXNT THAT WILL NOT SUPPORT THE GROWTH OF FUNGUS OR BACTERIA AS OETERl,EO BY TESTS N ACCORDANCE WITH ASTM C 1071 AND ASTM 021 AND 022. DUCTWORK SHALL BE LINED TO PROVIDE R -8 MN. ALTERNATELY PROVIDE EXTERNAL INSULATION (R -8 MIN.) ON METAL FLEXIBLE DUCT AND BOXES SUBMIT SAMPLES OF BOTH TYPES OF DUCTS AND FLOOR GRILLES WITH FLOOR OPERATED 080 TO THE OWNER FOR APPROVAL BEFORE ORDER. C. ALL TOILET EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF ZINC COATED GALVANIZED SHEET METH. CONSTRUCTED N ACCORDANCE WITH THE LATEST A.SHRAE. GUIDE AND S.MAC.NA RECOMMENDATIONS. DRYER EXN. DUCTWORK SHALL BE MN. 26 GA. METAL. D. ALL DUCT SIZES SHOWN ON DRAWINGS ARE CLEAR INSNOE DIMENSIONS. NSUTADON: A. FLAME AND SMOKE RATING: ALL MOUTON PRODUCTS AND MATERIALS USED INSIDE THE BUILDING SHAH HAVE A MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED RATING OF 25/50 RESPECTIVELY IN ACCORDANCE WITH TESTS OUTLINED N N.F.PA 255. 8. PIPING - CONDENSATE AND REFRIGERANT SUCTION PIPING SWELL BE INSULATED WITH 3/4' FIRE RATED FLEXIBLE FOAM INSULATON. FINISH WHERE EXPOSED WITH (2) COATS OF WHITE LATEX PAINT AS PER THE MANUFACTURERS RECOMMENOATIONS. 7. PROVIDE READY ACCESSI81UTY TO DAMPERS AND OTHER PARTS OF THE SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE OR OPERATIONS. 8. REFRIGERANT PPINQ A. REFRIGERANT PIPING SHALL. BE TYPE 'L COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SLYER SOLDERED JOINTS. o PIPNO SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE MIH MANUFACTURERS INSTRUCTIONS FOR EQUPMENT LOGkT10NS SHOWN. PROVIDE ALL REQUIRED PIPING SPECIALTIES INCLUDING OUT NOT MED TO FILTER DRIERS, SOLENOID VALVES EXPANSION VALVES, SIGHT GLASSES, ISOLATION VALVES. FLEX. CONNECTIONS ETC. C. REFRIGERANT PIPING SHALL BE EVACUATED & LEAK TESTED. 9. ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR THE PERIOD OF ONE YEAR. COMPRESSORS SHALT. BE GUARANTEED FOR 5 YEARS. 10. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 11. SUBMIT SHOP DRAWINGS OF ALL MATERIA AND EQUIPMENT FOR APPROVAL PRIOR TO FABRICATION CR ORDERING. 12. CONTRACTOR SHALT. VISIT THE PRIOR TO IO ANY CLARIFICATION REQUIRED SL BE BROUGHT TO T ,&acHDIGTSS FAMILIAR 10 THE EXIST, oOfrOcTbNS. 13. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR AS SCHEDULED ON DRAWINGS. -.. 14. ALL EQUIPMENT SHALL BE AS SPECIFIED ON THE DRAWINGS OR APPROVED EQUAL 15. Ni OUTSIDE EQUIPMENT SHALL BE SECURED TO WITHSTAND 150 M.P.H. WINOS. 16. THERMOSTAT SHALL BE LOW VOLTAGE HEAT /COOL WITH FAN MO SELECTOR SWITCHES ON SUBBASE. MOUNT ON WALL WHERE SHOWN ON PLANS. 17. AR CONDITIONING SYSTEM SHALL BE BALANCED TO OBTAIN COMFORT CONDITIONS WITHOUT DRAFT IN ALL AREAS AND TO DELIVER AR QUANTITIES INDICATED IN THE DINGS. 18. FLEXIBLE DUCT N ATTIC SPACE SHALL BE ROUND DUCTWORK REINFORCED WITH A WIRE HELD( AND INSULATED WITH 1 1/2 INCH THICK, 3/4 L13.DENSITY (R -6)) F18E9cASS COVERED WITH A VAPOR BARRIER OF ALUMINUM IAETAUZED POLYESTER FI.M LAMINATED TO GLASS MESH. CONNECTION TO DUCT MAINS SHALL BE WOE WITH FITTINGS PROVIDED WITH TWIST RINGS, BUTTERFLY DAMPERS, QUADRANT OPERATORS, EXTRACTOR AND INSULATION GUARD. DUCTWORK SHALL BE CLASS I, U.L181, 1VIREMOLD' TYPE WK OR APPROVED EQUAL it PROVIDE TURNING VANES IN ELBOWS 45 DEGREES OR GREATER 20. CONTRACTOR SHALL COORDINATE LOCATION OF ALL GRILLES WITH REF. CEO. PLAN AND THE ELEC. CONTRACTOR. 21. ALL DUCTWORK LSE THRU FACE OF GRILLES SHALL BE PANTED WITH 2 COATS OF FLAT BLACK PAINT. 22. ALL (CUP. SHALL BE INSTALLED MAINTAINING RECOMMENDED CLEARANCES FOR AR FLOW, SERVICE. 23. ALL EXIST. NM EQUIPMENT AND DUCTWORK SHALL BE REMOVED AND DISPOSED OF PER ARCH. INSTRUCTIONS. Innovative Engineering Group Inc. 6692 N.Y. 72nd Ave Miami, FL 33166 81318717 306- 888 --9426 Sudl it IC. Gupta. P$ 29169 AND SCHEDULES 92nd. STREET CANOE 46AT$ • ELECTRIC NIT NEATER VERTICAL TYPE AC LNT $ECtSE INIT TO FLOOR 61A1Q TM VIBRATION !MAIM, I=I.TR FRAtII: UN FREE 6TA10I42 CGNTIWOOL.Y tLEI DED OTT:EL ANGLQ ROOK etn"GRT FIUJIE f4*afOACEO AT 4 CORNS 4 6ECURE tO FLOOR 134.6.13 WTN ANG10R N301.T& _ ..._ � ... MAIN/TRAP :::::: W+13t. dBGT1GN I LIMO L21E& 7 rpir a281° V� o _ e b c 0 8 .s I .... I g co . N 1 g E co ,1) oi s ii ) " 0 0) a -q I ' Q. 0 6 . g 44 0 O 0 to ell 0 g C O 2 am" . �,. DATA cc W a r 3 a a J ti 08/01/00 (is z 0 iormaregmomematraawrriommummemai m � 0 FIB M.1EI8EA A201$ -A1 JOB NUMMI AR2018 ..r MEET N0 M-1 NOTES( 1. - PROVIDE AND INSTALL PROGRAMMABLE THERMOSTAT WITH SUB -BASE AND AHU MOUNTED CIRCUIT BREAKER 2. - PROVIDE HEAT RECOVERY UNIT FOR AHU 1 /CU - SYSTEM. SOUND INSULATED HOUSING ADJUSTABLE MOUNTING FLANGE REMOVABLE ALUM. CEILING GRILLE AIR FLOW CENTRIFUGAL FAN INSIDE HOUSING AIR FLOW EXHAUST DUCT EXHAUST FAN DETAIL CEILING MOUNTED TYPE 1. EF -1: NUTONE MODEL NO. 0T -80, 80 CFM Q 1.3 SONES, .5 AMPS, 113 -1 -60 INTERLOCK W/ TOILET ROOM LIGHT SWITCH. d+.IPPL.Y DUCT 6E11 FLOOR PLAN FOR 6IRE6. TYPICAL A/C UNIT ''OUPIYIPIG DETAIL K..8. 1. COORDINATE COLOR FINISH WITH ARCHITECT 2. COORDINATE LOCATION OF ALL GRILLES WITH ARCH. PLANS. IeG*100I1 P (TYP) 1/4'1X24.11. t?4°:001.1 (TYP) DUCT CONNECTION SHALL BE AT THE TOP OR SIDE OF PLENUM AS SPACE CONDITIONS PERMIT. OPPOSED BLADE DAMPER CONDENSING UNIT M8 BELLMOUTH SPIN COLLAR FITTING . W /EXTRACTOR AND VOLUME DAMPER, QUADRANT OPERATOR TO BE OUTSIDE INSULATION - PROVIDE INSULATION GUARD WHERE NECESSARY OUNTING �TAIL INSULATED FLEX DUCT SEAL. JOINT WITH DUCT SEALER & TAPE \- -CEILING DIFFUSER PROVIDE 1 -1/2' INSULATION WITH VAPOR BARRIER ON ALL METAL DIFFUSER SURFACES ABOVE CEILING. R -6 141N. FLEXILE UUCP CONNECTI MYS - - -- :-- - oxotNrmo WIT ammo t0 CCWG y am ~ 130 tI°N 0106 Y.4 * t4SELIO TA. OD (flP) CGNQ Pa»6 f oYc e e`(L) f SZrYA'♦ 7 LOW VELOCITY RETURN AIR DUCT (SEE ALAN VIEW) 10' HIGH FIBERGLASS PLENUM, R -6 MIN. AIR FLQv SlCUR t±.:'. %PFAI$T( STRAP TO INSULAT ON REFRIGERANT LIQUID LINE :N,T.S. STRUCTURE EFRIGERANT HOT GAS LINE HANGE INSULATION END VIEW SIDE VIEW I,. REFRIGERANT PIP . ING M!fl DETAIL REFRIGERANT LIQUID LINE REFRIGERANT HOT GAS LINE SAW SADDLE SUPPORT NOTES! I.- PROVIDE: ISOLATION BETWEEN, DISSMILAR METALS 2. PROVIDE SADDLE PROTECTION AT EACH SUPPORT 6. 1. THE WORK TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR. MATERIALS, EQUIPMENT, PERIATS, FEES, INSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR THE COMPLETION OF THE HVAC SYSTEM SHOWN ON DRAWINGS AND /OR LASTED BELOW. 2. ALL WORK SHALL EE DONE N ACCORDANCE WITH THE LATEST ED(TTON OF THE SOUTH FLORIIM BLDG. CODE MO ALL LOCAL CODES 3. CONTRACTOR SHALL VERIFY EXIST. SPACE COMMONS AND DIMENSIONS AND SHALL COORDINATE WORK WITH ALL OTHER TRADES AT JOB SITE PRIOR TO FABRICATION MVO INSTALLATION OF DUCTWORK AND EQUIPMENT. 4. ALL WORK SHALL BE COORDINATED MTH OTHER TRADES TO AVOO INTERFERENCE WITH PROGRESS OF CONSTRUCTION ANO IN STRICT COIPIIANCE WITH ALL APPUCABLE CODES AND STANDARDS 5. .; HVAC GENERAL r OTES A. ALL AIR CONDITIONING SUPPLY AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED OF 1' THICK STANDARD 0111Y (R- 4.2)) � F18ERG ASS DUCTIMAR0 WITH REINFORCED FLAMEPROOF ALUMINUM FOE FACED MERINO IN ICCORDANCE WITH N.F.PA BULLETIN 90-A. DUCTWORK SHALL BC FABRK'aTED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS & BULLETINS. USE R -6 1 -1/2' THICK DUCTOQAR0 IN TRUSS/ATTIC SPACE AND OTHER UNCONOITIONEO SPACES. 8. SUPPLY,DUCTWORK IN CRAWL. SPACE SHALL BE FLEXIBLE METAL AND SHALL BE INTERNALLY LINED "AM FLEXIBLE DUCT UNER WITH ACRYUC SURFACE COATING AS MANUFACTURED BY 9CNULLER 'PERMACOTE LINACOUSTIC'. INSIDE SURFACE OF DUCT UNER SHALL BE PROVIDED WITH A FACTORY APPUED IMMOBILIZED EPA REGISTERED ANTI - MICROBIAL. kXNT THAT WILL NOT SUPPORT THE GROWTH OF FUNGUS OR BACTERIA AS OETERl,EO BY TESTS N ACCORDANCE WITH ASTM C 1071 AND ASTM 021 AND 022. DUCTWORK SHALL BE LINED TO PROVIDE R -8 MN. ALTERNATELY PROVIDE EXTERNAL INSULATION (R -8 MIN.) ON METAL FLEXIBLE DUCT AND BOXES SUBMIT SAMPLES OF BOTH TYPES OF DUCTS AND FLOOR GRILLES WITH FLOOR OPERATED 080 TO THE OWNER FOR APPROVAL BEFORE ORDER. C. ALL TOILET EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF ZINC COATED GALVANIZED SHEET METH. CONSTRUCTED N ACCORDANCE WITH THE LATEST A.SHRAE. GUIDE AND S.MAC.NA RECOMMENDATIONS. DRYER EXN. DUCTWORK SHALL BE MN. 26 GA. METAL. D. ALL DUCT SIZES SHOWN ON DRAWINGS ARE CLEAR INSNOE DIMENSIONS. NSUTADON: A. FLAME AND SMOKE RATING: ALL MOUTON PRODUCTS AND MATERIALS USED INSIDE THE BUILDING SHAH HAVE A MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED RATING OF 25/50 RESPECTIVELY IN ACCORDANCE WITH TESTS OUTLINED N N.F.PA 255. 8. PIPING - CONDENSATE AND REFRIGERANT SUCTION PIPING SWELL BE INSULATED WITH 3/4' FIRE RATED FLEXIBLE FOAM INSULATON. FINISH WHERE EXPOSED WITH (2) COATS OF WHITE LATEX PAINT AS PER THE MANUFACTURERS RECOMMENOATIONS. 7. PROVIDE READY ACCESSI81UTY TO DAMPERS AND OTHER PARTS OF THE SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE OR OPERATIONS. 8. REFRIGERANT PPINQ A. REFRIGERANT PIPING SHALL. BE TYPE 'L COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SLYER SOLDERED JOINTS. o PIPNO SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE MIH MANUFACTURERS INSTRUCTIONS FOR EQUPMENT LOGkT10NS SHOWN. PROVIDE ALL REQUIRED PIPING SPECIALTIES INCLUDING OUT NOT MED TO FILTER DRIERS, SOLENOID VALVES EXPANSION VALVES, SIGHT GLASSES, ISOLATION VALVES. FLEX. CONNECTIONS ETC. C. REFRIGERANT PIPING SHALL BE EVACUATED & LEAK TESTED. 9. ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR THE PERIOD OF ONE YEAR. COMPRESSORS SHALT. BE GUARANTEED FOR 5 YEARS. 10. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 11. SUBMIT SHOP DRAWINGS OF ALL MATERIA AND EQUIPMENT FOR APPROVAL PRIOR TO FABRICATION CR ORDERING. 12. CONTRACTOR SHALT. VISIT THE PRIOR TO IO ANY CLARIFICATION REQUIRED SL BE BROUGHT TO T ,&acHDIGTSS FAMILIAR 10 THE EXIST, oOfrOcTbNS. 13. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR AS SCHEDULED ON DRAWINGS. -.. 14. ALL EQUIPMENT SHALL BE AS SPECIFIED ON THE DRAWINGS OR APPROVED EQUAL 15. Ni OUTSIDE EQUIPMENT SHALL BE SECURED TO WITHSTAND 150 M.P.H. WINOS. 16. THERMOSTAT SHALL BE LOW VOLTAGE HEAT /COOL WITH FAN MO SELECTOR SWITCHES ON SUBBASE. MOUNT ON WALL WHERE SHOWN ON PLANS. 17. AR CONDITIONING SYSTEM SHALL BE BALANCED TO OBTAIN COMFORT CONDITIONS WITHOUT DRAFT IN ALL AREAS AND TO DELIVER AR QUANTITIES INDICATED IN THE DINGS. 18. FLEXIBLE DUCT N ATTIC SPACE SHALL BE ROUND DUCTWORK REINFORCED WITH A WIRE HELD( AND INSULATED WITH 1 1/2 INCH THICK, 3/4 L13.DENSITY (R -6)) F18E9cASS COVERED WITH A VAPOR BARRIER OF ALUMINUM IAETAUZED POLYESTER FI.M LAMINATED TO GLASS MESH. CONNECTION TO DUCT MAINS SHALL BE WOE WITH FITTINGS PROVIDED WITH TWIST RINGS, BUTTERFLY DAMPERS, QUADRANT OPERATORS, EXTRACTOR AND INSULATION GUARD. DUCTWORK SHALL BE CLASS I, U.L181, 1VIREMOLD' TYPE WK OR APPROVED EQUAL it PROVIDE TURNING VANES IN ELBOWS 45 DEGREES OR GREATER 20. CONTRACTOR SHALL COORDINATE LOCATION OF ALL GRILLES WITH REF. CEO. PLAN AND THE ELEC. CONTRACTOR. 21. ALL DUCTWORK LSE THRU FACE OF GRILLES SHALL BE PANTED WITH 2 COATS OF FLAT BLACK PAINT. 22. ALL (CUP. SHALL BE INSTALLED MAINTAINING RECOMMENDED CLEARANCES FOR AR FLOW, SERVICE. 23. ALL EXIST. NM EQUIPMENT AND DUCTWORK SHALL BE REMOVED AND DISPOSED OF PER ARCH. INSTRUCTIONS. Innovative Engineering Group Inc. 6692 N.Y. 72nd Ave Miami, FL 33166 81318717 306- 888 --9426 Sudl it IC. Gupta. P$ 29169 AND SCHEDULES 92nd. STREET PLUMBING FIXTURE CONNECTION SCHEDULE MARKS DESCRIPTION WASTE C.W. H.W. REMARKS /SPECS P -1 WATER CLOSET 3" w - FLOOR MOUNTED, FLUSH TANK P-2 BATHTUB 2" %z + + /2, ANTISCALD, PRESSURE BALANCING VALVE P-2A SHOWER 2" w ,, /2 ANTISCALD, PRESSURE BALANCING VALVE P-2B WHIRLPOOL BATH 2" %" % " CONTRACTOR TO COMFIRM PIPE SIZE W/ FIXTURE MFG. P -3 LAVATORY 1+/2 " /2" V2 COUNTER TOP P -4 KITCHEN SINK 1Y2 "" %.. «Z, DOUBLE COMPARTMENT, COUNTER TOP P -4A BAR SINK 1 + W %z" , SINGLE COMPARTMENT, COUNTER TOP W WASHER 2" 'A" Y' FLOOR MOUNTED DW DISHWASHER 3 /4" - Vi' CONNECT TO KITCHEN SINK COVER SECURED WITH SCREWS THREADED C.O. PLUG v- FIN. GRADE 4 X 6" DIA. CONCRETE PAD FLUSH W /FIN. GRADE EXTERIOR TYPE SEE FLOOR PLAN FOR CONTINUATION AND PIPE SIZES HOT WATER SUPPLY COLD WATER SUPPLY ELECTRIC WATER HEATER LOCHINVAR MFG MODEL: ESA080KK W / 80 GAL. & (2) 30 KW CONCURENT CAP. EFF: 0.82 PERFORATED VENT CAP SLOPE 1/8"/ FT. SLIP JOINT CONDENSATE TRAP DETAIL N.T.S. THREADED C.O. PLUG FIN. FLOOR TYPICAL CLEANOUT DETAIL N.T.S. UNION (TYP.) ELECTRIC WATER HEATER ADJUSTABLE COLLAR FLOOR C4 LJ HEAT TRAP -" I OVERFLOW DRAIN PAN (2ND FLOOR EWH) /- VACUUM RELIEF VALVE J `-HEAT TRAP WALL RELIEF PIPE —FULL SIZE OF DISCHARGE OPENING. TO OUTSIDE AC UNIT A.S.M.E. APPROVED TEMPERATURE AND PRESSURE REIEF VALVE I DRAIN VALVE 2" �� r 1" DRAIN TO { OUTSIDE FINISHED FLOOR ELECTRIC WATER HEATER DE`fAIL N.T.S. FACE OF WALL STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG. GENERAL NOTES: 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2. BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1/8" PER FT. MIN. FALL FOR 3" PIPE AND LARGER 1/4" PER FT. SLOPE FOR 2" PIPE SIZE AND SMALLER DEVIATIONS SHALL BE APPROVED BY ARCHITECT /ENGINEER. 3. PROVIDE CLEANOUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLOSEOUTS TO BE FLUSH MOUNTED. 4. MATERIALS SHALL BE ALL NEW AND AS FOLLOWS: A. DRAINAGE WASTE AND VENT PIPING INCLUDING: PVC DRAINAGE WASTE AND PIPING (DWV) CONFORMING TO ASTM D -2665, UNDERGROUND NO HUB CAST IRON CISPI STANDARD 301 ABOVE GROUND AND CAST IRON HUB, PLAIN END ASTM A -74 WITH NEO— PRENE GASKETS UNDERGROUND. INSTALL PLASTIC (PVC) PIPES ONLY WHEN ITS APPROVED BY LOCAL AUTHORITIES AND NOT TO BE USED IN AIR RETURN PLENUM. B. WATER PIPING: COPPER TYPE "L" ASTM B -88 ABOVE GROUND AND COPPER TYPE "K" ASTM B -88 UNDERGROUND. C. CONDENSATE DRAIN PIPING: COPPER TYPE "M" ASTM B -88 INSIDE THE BUILDING AND PVC SCHEDULE 40 ABOVE ROOF AND UNDERGROUND. PROVIDE 1/2" ARMAFLEX PIPE INSULATION TO ALL CONDENSATE DRAIN PIPING. D. FLOOR CLEANOUTS: JOSAM SERIES 56020 OR EQUAL. E. WALL CLEANOUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL. F. VALVES: 125 PSI NIBCO SCOTT, STOCKHAM OR EQUAL. H. HOSE BIBBS: CHICAGO 837 OR EQUAL WITH VACUUM BREAKER. I. ELECTRIC WATER HEATER: GLASS— LINED, P & T RELIEF VALVE, 5 YEAR WARRANTY MINIMUM. 5. PERFORM THE FOLLOWING TEST: A. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSIG FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. B. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE SYSTEM SHALL BE CAPPED & ALL LINES FILLED WITH WATER TO HIGHEST POINT & ALLOWED TO STAND UNTIL INSPECTION IS MADE AND WATER LEVELS REMAIN CONSTANT. C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS. D. COMPLETE SYSTEM FIXTURE & EQUIPMENT SHALL BE GIVEN AN IN— SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. E. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED LIME TO EACH 1000 gal. OF WATER (50 PPM OF AVAILABLE CHLORINE.) RETAIN MIXTURE IN PIPES FOR 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 6. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD. 7. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION BEFORE COMMENCING ANY WORK. 8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 9. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR INSTALLATION. 10. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS. 11. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDENSATE DRAIN AND TRAP. SEE A/C PLANS FOR LOCATION OF UNITS AND DRAINS. 12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 13. COORDINATE WORK WITH OTHER TRADES. 14. FURNISH AND INSTALL FIXTURES AS SPECIFIED IN SCHEDULE, THIS DRAWING. 15. EACH BATHROOM GROUP SHALL BE PROVIDE WITH AIR CHAMBERS OR SHOCK ABSORBER. 16. PROVIDE SHUT —OFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING TO FIXTURE. 17. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 4 PLUMBING LEGEND SYMBOL CD -;- - i► - -+►- -;- FCO --Is CO �—� HB A VN 4 ABV. BLW CEIL., CLG. E.W.H. FL F.U. F.S. (UG) V.T.R. VB WH TP DESCRIPTION COLD WATER LINE (CW) CONDENSATE DRAIN UNE HOT WATER REC. LINE (HWR) HOT WATER LINE (HW) INDIRECT SAFE WASTE (IW) SANITARY WASTE UNE (SAN) SANITARY VENT UNE (V) AIR CHAMBER CHECK VALVE FLOOR CLEAN OUT WALL CLEAN OUT GATE VALVE HOSE BIBB VALVE IN BOX GATE VALVE IN VERTICAL "P" TRAP UNION ABOVE BELOW CEILING ELECTRIC WATER HEATER FLOOR FIXTURE UNIT FLOOR SINK UNDERGROUND VENT THRU ROOF VACUUM BREAKER WATER HEATER TRAP PRIMER - 11 =11 =11` I =II . II =I1= U'3 U o° 24° II = � G °o cQ, 0 :6 C ° q5 c� � 3 6 O� 0 (D8 „ C� - ° P�° TO PERVIOUS RO ° ° �° ° ® ® ri n n0 n n n DRY WELL DETAIL N.T.S. 24” DIA. X 24" REINFORCED CONCRETE PIPE 2" CONDENSATE DRAIN PIPE CLEAN LOOSE PEA ROCK TRIANA AND ASSOCIATES, INC. U CONSULTING ENGINEERS v .S9. 0 LT 5151 S.W. 98TH AVENUE ROAD MIAMI, FLA. 33165 PHONE (305) 596 -9421 FAX (305)596-1814 E -MAIL: TRIANAQGATE.NET LICENSE No. PE. 039657 s 0 CD 0 CD Oo CO ��00 .=slO CD co a, LOCO a " • tNA LO 00 qi) 7 23 a co � o a i O 0 0 LO 0, co 0 ® °< �2 DD Ets L - 6 FILE NAM A2018 -S W 1.1 PROJECT NUMBER AR2018 SHEET NO. 3 1 / 1'/:' CW (UG) '/2 "CW& '/2" HW P -4A P -2 %'- 1' /4 "CW &' /i'HW. AT CRAWL SPACE. WATER PIPING DIAGRAM N.T.S. 1'/2" CW &1 "HW 3/4" CW 3" HW 3 /4 " P -1 ' /2 " P -4A 3" ISLAND VENT A �\\ ` I I 3 "VTR P \ I P2 \ \ I 2 " J \I\ P -1 I 2" VTR \ .i cb--3" 1'/2" (TYP) P -4 P -2A 2 " —`e Jd T �\ J I \\ � I 'N / 2 " I 2" (2 FU) 2" (4 FU) 4 P -3 (18 FU) NOTE: 3" SAN (18 FU) J 3" VENT (UP) r 3" SAN \ . ("P) O 1 VTR 4" (30 FU) 3" (5 FU) 3 - SANITARY WASTE PIPING SLOPE AS FOLLOWS: 3" PIPE SIZE & LARGER 1/8" FT SLOPE 2" PIPE SIZE & SMALLER 1/4" FT SLOPE SANITARY RISER DIAGRAM N.T.S. 4" SAN TO SEPTIC TANK. FOR CONT. REFER TO SHT. P -1 L TRIANA AND ASSOCIATES, INC LT CONSULTING ENGINEERS 5151 S.W. 98TH AVENUE ROAD MIAMI, FLA. 33165 PHONE (305) 596 -9421 FAX (305)596-1814 E -MAIL: TRIANA©GATE.NET LICENSE No. PE. 039657 } 3 a 5, 0 00 z _ a 01/21/00 DATE z 4 FILE NAME A2018 -S W 1.1 PROJECT NUMBER AR2018 SHEET NO. P-3 O Do CO -O� 5 co M - O ,0 CO 0 P 11 V ' O o co a . � o lJ 00 � 00 j E E cp w 0 v, a J 1" PT. STOP & SPILL 6" ABOVE GRADE -'I. .iJ . IJ ::! ::I :. H 1 "CW& F i W (UP) %2 "6W& HW (UP.. i t } Sr C- AHU -1 TON) '/4" CD I?TRAP (TYP) A/C-AHU -2 (3 TON) 4" SAN TO SEPTIC TANK. FOR CONT. REFER TO SHT. P -1 <..1..�.......� %2 "CW& HW (UP 1 ... -3111..1..:. l_1 P -4A 11 l :L 3" ISLAND VENT III r 1 li 24 "0 DRYWELL PLUMBING 1ST FLOOR PLAN 11 -r1 1 -1.. E 11 11 ( ... 1 .. 1 . P -2 rr 4 3 " VTR 1 . r1 %2 "CW HW (DN) P-3 - - - - 1 -- 1 . -. .. l l 2" VTR N J �A "r= P -2B T - TTf TTI 1111 3 /4 CW 3/4" HW (DN) r cD PLUMBING 2ND FLOOR PLAN SCALE: 1/4 ' =1' -0" L. TRIANA AND ASSOCIATES, INC. LT CONSULTING ENGINEERS 5151 S.W. 98TH AVENUE ROAD MIAMI, FLA. 33165 PHONE (305) 596 -9421 FAX (305)598 -1814 E-MAIL: TRIANAQOATE.NET LICENSE No. PE. 039657 Q E a TD), CO 0 0 CD 00 V O O 0 0 �oo COD CJ 01/21/00 J p 6 DATE 0 FILE NAME A2018 -SW1.1 PROJECT NUMBER AR2018 SHEET NO. P-2 as C CD 0 � 1 0 0 � 1 co 1 0 td ® co 0.0 0 w COVER SECTION B —B TYPE B -1 MANHOLE FRAME & COVER FOR GREASE TRAP FRAME 110 lbs. COVER 130 lbs. 1" DIA. ANCHOR HOLE 10" 7. 0 4 j , 4 + a 7► �i CA 1[01111 111111: 1/4" WASHED 24" ROCK BUILDING PAPER COVER OR #30 KRAFT a • a o e a a; aao • • , a.^ A ao ., tea." , DRAINFIELD SECTION DETAIL N.T.S. 22 3/4" 2 1/4" 2 3 1/2" " L 2 SECTION A —A 12" 3" MIN. -- PIPING LAYOUT AS PER EXFILTRATION SYSTEM GRADE 10" MIN. BACKFILL MESH REINF. • 0 =00 -0" $do 4" HEADER ,e t o POLYETHYLENE L 2 1/2" 4" CORRUGATED & PERFORATED . POLYETHYLENE TUBING ENCASED IN NYLON FIBER CLOTH 8' -0" PLAN 900 GAL. SEPTIC TANK DE'PAIL N.T.S. TUBING 12" 4' -0" ELEVATION 3'-g" 4" 0 HOLE 1/3 OF TANK LENGTH. 1 i �J 0 0 I� 1' -6" ALL AROUND 2- #5 ALL AROUND 7 XIST. 11/4" CW 1 ( IELD VERIFY) ■ XIST. 1" (MIN) ATER METER IELD VERIFY) • E) IST. 1 CW (FIELD DRAINFIELD 430FT z SEPTIC TANK 900 GAL CAPACITY • EXISTING WATER MAIN f EXIST. WORK SHOP TO REMAIN W/O SANITARY FACILITY. / " \ // / /7 . EXISTING POOL TO REMAIN // // // I;I i �\ // ` r•-- -.., , / W PLUMBING SITE PLAN SCALE: 1 "= 10' -0" • SEPTIC TANK & DRAINFILED DESIGN CRITERIA BUILDING: RESIDENCE W/ 2740FT AREA & 3 BEDROOMS -2 %z BATHROOMS EST. SEWER FLOW: 300 GPD (TABLE I) SEPTIC TANK CAP. REQ: 900 GAL (TABLE II) DRAINFIELD AREA REQ: 300/0.7= 429FT (TABLE III) • L. TRIANA AND ASSOCIATES, INC. LT CONSULTING ENGINEERS 5151 S.W. 98TH AVENUE ROAD MIAMI, FLA. 33165 PHONE (305) 596 -9421 FAX (305)596 -1814 E -MAIL: TRIANAQGATE.NET LICENSE No. PE. 039657 -0 0 0T /21/00 DATE FILE NAME A2018-SW1.1 SHEET NO. CO O O CCO V' Oo C 0 o 0 e p� E ^JJ 0 0 co a a � b O o c o f CNI Ste? CO (1) °® o ° o cp 0 fr " tt; E ao � E E 0 PROJECT NUMBER AR2018 U 0 6 P-1 3 1 404.11T.44ititri < *IY + ltYl GRAVITY LENGTH TYPE SRU6 8RF6 -O8 84 -OB 8RF14 -013 8RF18 -08 8RF22 -O3 8RF26 -08 8RF3o -o8 8RF6 -1B 8RF10 -t8 8RF14 -18 8RF18 -18 8RF22 -18 8RF26 -18 8RF30 -18 4' -4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4' - 6' (54') PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5' - 8' (68') PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5' 10'(70') PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 4522 6' (80') PRECAST 822 907 1677 2933 2576 3223 3872 907 1677 2933 4100 6730 8177 6707 1474 1889 2304 404.11T.44ititri GRAVITY LENGTH TYPE 8U8 8F8 -0B 8F12 -0B 8F16- 068,20 - 088,24- 0B8F28- 0B8F32 -0B 8F8 -1B 8F12 -16 8,16 -18 8F20-1138F24-1138F28-1138F32-113 7526 9004 10472 11936 2' 10'(34 PRECAST 2302 3166 4473 6039 3166 4473 6039 7526 9004 10472 11936 3' - 6' (42') PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4' -O' (48') PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4' - 6' (54') PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5' (64') PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5' 10'(70') PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6' - 6' (78') PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7' 190') PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9' - 4' (112')PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10' 6'(126') PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11' 4'(136') PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12' 0'(144') PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13' - 4 (160') PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14' 0'(168') PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 GENERAL NOTES I) ALL POURED N PLACE CONCRETE FILL CELLS AND TIE 13E4'15 TO BE 3000 PSI AT 28 DAYS MIN. 2) ALL CONCRETE WORK N ACCORDANCE WITH ' SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING' (4CI- 308.11) 3) NO ADMIXTURES PERMITTED WITHOUT WRITTEN APPROVAL OF ENGINEER 4) FOOTING SIZES AND REINFORCEMENTS BASED ON A PRESUMPTIVE ALLOWABLE SOIL BEARING CAPACITY OF 2000 P5F. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER WITH A MINIMUM OF 3 OVERLAPPING PA$$E5. 5) COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY A5 PER ASTM D - 1981 AT OPTIMUM MOISTURE CONTENT. 6) PRIOR TO CONSTRUCTION PROVIDE TERMITE PROTECTION TREATMENT TO SOIL IN ACCORDANCE LAIN 'NATIONAL PEST CONTROL ASSOCIATION' STANDARDS 1) PROVIDE CLEANOUT OPENING AT THE BOTTOM OF REINFORCED MASONRY CELLS THAT ARE BEING FILLED TO ENSURE THAT THE CELL 15 FILLED. PROVIDE WEEP I -IDLES AT 1/3 AND 2/3 OF SPAN 8) ALL REIN. STEEL SHALL CONFORM TO A.5.T11. A -615 GRADE 60. REINFORCING STEEL BNALL BE DETAILED AND FABRICATED ACCORDING TO THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' LAP CONTINO.IS REINFORCING A MN. OF 30' IN BEAMS 36 BAR DIAMETERS IN BLABS. HOOK ALL DIBCONTINOUS TOP REINFORCING. PROVIDE AT ALL CORNERS 2'5 60' LONG BENT 9) PROVIDE 2 48' DIAGONALLY AT ALL CORNERS OF OPENINGS WIDER THAN 15' 10) CLEAR COVER FOR REINFORCING SHALL BE: BLABS: 3/4' FORMED FACES IN CONACT WITH EARTH - 2' UNFORMED FACES .. -.._. .._._. 3' 11) ALL BLOCK MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCEMENT ' DUR -O -WALL LADDER TYPE $PACED 16' ON CENTER USE PREFABRICATED COMERS AND TEES BY 'DUR -O -WALL AT CORNERS AND JUNCTIONS OF WALLS MASONRY UNITS SHALL BE 2 CELL I- IOLLOW UNITS CONFORMING TO A.S.TM. C -90 WITH COMPRESSIVE STRENGTH OF 1500 P.S.I.ON THE NET CR055- SECTIONAL AREA AND SHALL BE LAID IN RUNNING BOND. MORTAR SHALL BE TYPE 'S' 12) STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED M ACCORDANCE WITH THE LATEST 4.15.C. TEL CONSTRUCTION MNAUAL AND BNALL CONFORM WITH THE LATEST A.S.TM. SPECIFICATIONS. BOLTS SHALL CONFORM TO A.S.TM. 4325, ANCHOR BOLTS SHALL CONFORM TO TO'4.5.TM. A301. ALL WELDING 'SHALL BE PERFORMED BY CERTIFIED WELDERS. 13) CONTRACTOR SHALL SUBMIT I BLUELINE AND I REPRODUCIBLE 5ET OF 5140P DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO THE FABRICATION OR ERECTION OF ALL REINFORCING AND STRUCTURAL STEEL COMPONENTS 14) CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING CR4W(NG5. 15) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT STRUCTURES, STREETS, AND SIDEWALKS DURING EXCAVATION AND CONSTRUCTION. CONTRACTOR STALL VERIFY ALL DIMENSIONS IN THE FIELD. SHOULD A DISCREPANCY BE FOUND STOP WORK IMMEDIATELY AND NOTIFY ARCHITECT. WORK CANNOT PROCEED UNTIL ARCHITECT GIVES HIS WRITTEN AUTHORIZATION TO DO 50. 16) TIE USE OF A SCALE TO OBTAIN DIMENSIONS NOT SIOWN ON THE PLANS 1S STRICTLY FORBIDDEN. THE ENGINEER DILL NOT BE RESPONSIBLE FOR ERROR5 RESULTING FROM SUCH ACTIONS. 11) CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. 18) U5E CONCRETE MASONRY UNITS CONFORMING TO AS.TM. C90: DESIGN F'm 8 500 P.S.I. WHERE ANCHOR BOLTS ARE SET iN MA50NRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE ADD ONE GROUTED CELL ABOVE AND TWO GROUTED CELLS BELOW ANCHOR ELEvATIO• 19) GROUT USED IN THE WORK BNALL CONFORM TO ASTM C416 WITH A SLUMP MIIX OF 8' TO II', PROVIDE CLEANOUT AND INSPECTION I -TOLES AT FILLED CELLS AT BOTTOM COURSE. ALL MORTAR SHALL CONFORM WITH ASTM C210 20) POUR GROUT IN LIFTS NOT TO EXCEED 4' 21) GROUT USED IN TIE WORK SHALL OBTAIN A MINIMUM COMPRESSIVE 5TRENGT-4 OF 3000 PSI IN 28 DAYS. GROUT SLUMP REQUIRED 8' TO Il' PROVIDE CLEANOUT TOLES AT TOP, MIDDLE 22) THE FOUNDATION 1-IA5 BEEN DESIGNED BY RATIONAL ANALYSIS 50 THAT THE PRESSURE DUE TO TIE COMBINED DEAD LOAD, LIVE LOAD, AND WINO LOADS (ECCENTRIC CR OTHERWISE) DOES NOT EXCEED TIE ALLOWABLE SOIL BEARING VALUE (2000 PF..rF) . 23) THIS ENGINEERED MASONRY SYSTEM W45 BEEN DESIGNED IN ACCORDANCE WITH AC.I. 530.1 -92 AND 530.2, 4.6.C.E. 5 -92 AND 6 -92, TM.S. 402.92 AND 602.92 AND THE SOUTH FLORIDA BUILDING CODE, 1994 DACE COUNTY. 24) A SPECIAL INSPECTION BY AFL. CERTIFIED ENGINEER OR SPECIAL INSPECTOR, WILL BE REQUIRED FOR ALL ENGINEERED MASONRY CONSTRUCTION, SOIL COMPACTION AND FOR TRU'S$ES OVER 40' -0', 25) ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL OR BETTER, WITH THE APPROVAL OF ENGINEER OF RECORD. 26) ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE N. 2 OR BETTER. MINIMUM BENDING STRESS, Fo = 1,200 P51. YOUNG'S MODULES, E 'I,500,000 PSI. REINFORCED CONCRETE NOTES I) EXTEND BOTTOM BARS 8' PAST ALL OPENINGS GREATER THAN 3' -0' ON BOTH 50E5. 2) TIE BEAMS SHALL BE CONTINUOUS REINFORCEMENT, PROVIDED BY LAPPING SPLICES NOT LE$$ THAN 30'. CONTINUITY SHALL BE PROVIDED AT ALL CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 30' OR BY ADDING 2 5 BENT 30' EACH LEG. 3) CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REBAR5 THRU COLUMNS OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A DISTANCE OF 30'. 4) NOOK TOP OF VERTICAL BARS IN ALL TERMINATING COLUMNS 2' BELOW TOP OF SLAB AND 3' BELOW TOP OF THE TIE BEAM. I) STRUCTURAL CONCRETE SHALL CONFORM WITH ACI -301 IT SHALL REACH A MINIMUM COMPRE551VE STRENGTH OF 2500 P51 IN 28 DAYS FOR 5LAB5 AND 3000 PSI FOR BEAM5 AND COLUMNS 2) AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4' CONCRETE ASTM C -33 SHALL CONFORM TO ASTM C -94 3) CONCRETE TESTING 1$ REQUIRED A5 FOLLOW5: 1 5ET OF 5 CYLINDERS FOR EVERY 50 CU. YDS. OF CONCRETE A5 PER ATM C -94 4) MAXIMUM PERMISSIBLE LUMP IS 5 -6' IN STRUCTURAL CONCRETE WITH THE EXCEPTION BEING SAND CEMENT GROUT 5) REINFORCING STEEL SHALL CONFORM TO ASTM A -615 GRADE 60. REINFORCING STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE ' MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'. TOOK ALL D15CONTINUOU$ TOP REINFORCING. PROVIDE CORNERS LOIN 2' 5 X 4' -0' BARS. CLEAR COVER FOR REINFORCING BARS SHALL BE: 3' SLABS - .._._._.- 3/4' BEAMS /COLUMNS ..,- I I/2' AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS 51TE ARE SAND 4 ROCK WITH A MIN BEARING CAPACITY OF 2000 PBF SHOULD OTHER CONDITIONS CR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK TIE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESING 15 BASED ON. SEE P.B.C. S SECT. 2403. APPLICABLE CODES: A: 5F.B.C.1994 DADE COUNTY EDITION B: A.C.I. 318 -99 REINFORCED CONCRETE C: REINFORCED MASONRY BY A.C.I. 530.99 AND TIE MASONRY DESIGNERS GUIDE BY AC.1., TM.S., AS.C.E. E: WIND ANALYSIS AND DESIGN PER A6.C.E.1 -88. REINFORCING STEEL fy = 60 ,000 P.S.I. fs = 24,000 P.5.1. Es = 2',002700 P.S.I. Em = 1,350,000 P.S.I. N = Es /Em = 21.48 ALL BLOCK 8' ASTM. C -90 HOLLOW UNIT MASONRY DESIGN f'm = 1,500 GROUT BNALL COMPLY WITH 4..T!1. C416,28 DAYS MIN. COMP. STRENGTH : 3,000 P.S.I, GROUT SLUMP REQUIRED 8' TO II' PROVIDE CLEANOUT POLES AT TOPMIDDLE AND BOTTOM OF FILLED CELL MORTAR WALL COMPLY WIT( A.S.TM. 210 MORTAR SLUMP REQUIRED 5' TO 8' TYPE AS PER SF.B.C. 2102.I0b CONTRACTOR TO CONSOLIDATE GROUT LIFTS WITH 3/4' VIBRATOR PLYWOOD ROOF DIAPHRAGM I, ROOF DIAPHRAGM BNALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF 'A.PA. DESIGN / CONSTRUCTION GUIDE - DIAPIRAGMS' AND THE LOCAL BUILDING CODE. 2. PLYWOOD ROOF DECKING BNALL BE 19/32' MINIMUM THICKNE$5, AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO TI-4E SUPPORTS . 3. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 8d GALVANIZED NAILS, SPACED At 6'o.c. MAX. AT SUPPORTED EDGES AND AT 6'o.c. ALONG INTERMEDIATE SUPPORTS. GABLE ENDS NAIL SPACING SHALL BE 8d NAILS i 4'o.c. MAX 4. INSPECTIONS: SHALL COMPLY WITH TIE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY TIE MUNICIPALITY, ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS. ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD _._..- ...._. 25 P$F FLOOR LIVE LOAD .- .._._..M 40 P$F NT. PARTITION$ - _._.._.._.._. 8 P5F (NON BEARING) MACHAN (CAL REINFORCED FOUNDATION NOTES SOIL STATEMENT STRUCTURAL NOTES DESIGN LOAD CALCULATIONS BALCONY 4 S TAIRS LIVE LOAD . -..._. -100 PSF 6' CONCRETE SLAB DL _._15 P$F TOP CHORD - ._.._ 15 P5F BOTT CHORD - _.� ._ 10 P5F WIND DESIGN PER A5CE 1.88 MEAN ROOF HEIGHT NET UPLIFTS 51-10.1.N HEREIN ARE BASED ON (GROSS UPLIFT) LESS 10 P5F (DEAD LOAD) PER A5CE COMPONENTS AND CLADDING ZONE, I AND 2 ZONE I -_._.. - - -._.- 32.8 P5F ZONE 2. ._.... -. - ....._,. - -- 61.4 P5F UNFORMED FACES .... 3' FORMED FACES IN CONTACT W /EARTH...- 2' CONSTRUCTION JOINT 3'.0' 3'-0' 3'-0' 3' -0' 3 TYPICAL: 19/32' CDX PLYWOOD DECKING NAILED TO TRUSSES w /Sd NAILS, AS PER ZONES. ZONES ED 4 O ad NAILS 6 THROUGHOUT. ZONE O : Sd NAILS a 4'o.c. AT EDGES. : Sd NAILS * 6'o.c. AT INTERMEDIATES. ROOF PLAN SLOWING ZONES 1, 2 4 3 STANDARD 10 HOOKS r - STIRRUPS LI CLEAR SPAN I/2 (LI or L2, WHICHEVER 15 15 GREATER) + "b" ' 3 GONGRETE COLUMN TYPICAL 8 PRECAST -1- P RESTRFSSFn � - PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.CP. CORPORATION - CAST -CRETE DIVISION ACCEPTANCE NO.: 96- 0613.01 EXPIRES: 05/21/01 48 BAR GIA1^ -1ETER L2 CLEAR SPAN TYPICAL CONCRETE E3EAM /COLUMN REINFORCEMENTS SCALE: N.T.S. NOMINAL WIDTIP--- NOMINAL HEIGHT SAFE LOAD TABLES FOR GRAVITY, UPLIFT '-I- LATERAL LOADS 8' PRECAST + PR U- LiNTEL.S 8' PRECAST + PRESTRESSED U LINTELS MIN IMUN L INTEL RE f NF: 1 - 1 BOTTOM SCALE: N.S.T. 8F8 -2T 2165 2165 1878 1878 1660 1660 8,12 -27 2878 2784 2289 2215 2727 2727 1393 1393 1272 1272 1141* 1141 959* 458* 1989 1925 1762 1705 990 801 801 716* 716 666* 666 607* 631 500* 573 1484 1437 1357 1315 1200 1182 912 1029 612 755 498 611 439 535 400 486 340 8,16 -2T 4101 3981 3260 3165 2832 2750 2507 2435 3680 3583 3257 3171 4532 4422 5387 5264 4767 4658 6245 6110 5525 5406 4648 4549 727 505 2110 2050 1930 1875 1733 1684 1475 1466 980 1192 793 1039 696 905 631 818 532 682 493 5190 4237 4125 2741 2670 2505 2441 2250 2192 1914 1907 1269 1550 1027 1389 899 1295 816 1209 686 1004 635 6569 6407 5219 5091 4010 3913 3375 3293 3084 3010 2769 2703 2354 2351 1560 1910 1261 1711 1104 1595 1001 1514 841 1367 778 7811 7630 6204 6061 4010 3920 3665 3583 3290 3216 2797 2797 1852 2271 1496 2034 1309 1896 1186 1799 997 1637 922 F32 -2T 9055 8857 7192 7036 4247 4157 3812 3732 3240 3245 2144 2634 1731 2358 1515 2198 1372 2086 1153 1897 2021 1257 938 418 707 591 454 396 363 340 302 2021 1257 938 727 505 418 887 657 630 493 556 494 398 LENGTH 2'- 10'(34') PRECAST 3' -6' (42') PRECAST 4' -0' (48') PRECAST 4' -6' (54') PRECAST 5' -4' (64') PRECAST 5'- 10'(70') PRECAST 6' -6' (78') PRECAST 7' -6' (90') PRECAST 9' - (112')PRECAST a 10'- 6'(126') PRECAST 11'- 4'(136') PRECAST 12'- 0'(144') PRECAST 13'- 4Y160') PRECAST 14'- 0'(168 PRECAST TYPE DESIGNATION FILLED WITN GROUT / U = UNFILLED QUANTITY OF 01 REBAR AT BOTTOM OF LINTEL CAVITY 8F8-1B 1 -5/3' ACTUAL 8' NOMINAL WD 409 316 1/4 (L2) GROUT L3 *1 REBAR AT BOTTOM OF LINTEL CAVITY OTTOM REINFORCING PROVIDED IN LINTEL (VARIES) UPLIFT LATERAL 8F8 -1T 8F12 -1T 8,16 -1T 8F20 -1T $F24 -1T 8,28- 1T8F32 -1T = F20 -2T^ �` 1065 548 378 629 922 1254 1567 1816 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 3642 3563 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD EBAR 8U8 8F8 286 360 8' PRECAST + PRESTRESSED U- LINTELS *mrir+irni LENGTH TYPE 4' -4' (52') PRECAST (54') PRECAST 5' -8' (68') PRECAST 5'- 10 PRECAST 6' -8' (80') PRECAST UPLIFT 8k16-IT 8RF6 -2T 1244 8RF14 -1T 8RF14 -2T 2413 1244 1192 1192 924* 924 896* 896 778 778 SRF10 -1T 8RF10 -2T 1573 1519 1507 1455 1172 1132 1138 1099 882 956 8RF18-IT 8RF18-2T 3260 8RF22 -1T 812,22 -2T 4112 2339 2311 2240 1795 1741 1742 1690 1513 1468 3170 3121 3036 2423 2357 2352 2288 2042 1987 SRF26 -1T 8RF26 -2 4967 8RF30 -IT 8RF30-2" 5825 4008 3937 3837 3055 2978 2965 2891 2573 2509 4850 4756 4643 3689 3603 3581 3497 3107 3035 LATERAL 5696 5577 5453 4325 4230 4198 4106 8RU6 932 853 501 469 830 8RF6 932 853 501 469 1100 NOTE: CONTRACTOR eNALL COORDINATE AND VERIFY ALL DIMEN ONS WITH ARCHITECTURAL DUGS. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NI) • L - P.E. #49285 4582 N. HIATUS,R1r. ); SUNRISE; FL. 33351 Ph. (954) 7412572 Fax. x 741 -8635 2x6 PT WOOD NAILER ATTACHED TO CONCRETE BEAM WITI -4 NfLTI 0.134 DIAMx 3' LONG POWDER ACTUATED FASTENER, 514075 12' o.c. STAGGERER 10d nails ^ 4' c.c. TO 2x6 PT NAILEF TOP OF TIE BEAM ELEVATION = 8'x8'x16' CONCRETE MASONRY UNIT WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE 8'x8'x16' CONCRETE MASONRY UNIT WITI -a 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE TOP. OF FLOOR ELEVATION = 410' -2' TOP OF TIE BEAM ELEVATION = 1 i B_2 (REFER TO SEAM SCHEDULE FOR SIZE AND REINF.) FIN. PAVEMENT ELEVATION = -2' -0' TOP OF SLAB Y ELEVATION = +3 - 4 ' SECTION SCALE: 3/4' =1' -0' 1 2 Y 1 '3 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP POLES AT 1/3 AND 2/3 OF SPAN. NOOK REINF, BAR 12' AT TOP AND BOTTOM. FILLED CELLS AT ALL CORNERS, OPENINGS AND AS SPOWN ON PLANS. ALL SPLICES SHALL BE A MIN. 48' BAR DIAMETERS 1 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. .ADD WEEP POLES AT 1/3 AND 2/3 OF SPAN. HOOK REINF, BAR 12' AT TOP AND BOTTOM. FILLED CELLS AT ALL CORNERS, OPENINGS AND AS SHOWN ON PLANS. ALL SPLICES SHALL BE A MIN. 48' BAR DIAMETERS 2x4 CONT. BOTTON CHORD LATERAL BRACING. ATTACH X- BRACING w/ SEMCO FRAMING ANGLE, CLP3 TO CONTINUOUS 2'x4' PT LEDGER ATTACHED TO CONC. BLOCK WALL w/ 1/4' D TAM. x 3-1/2' TAPCONS 16'o.c. FOR COMMON FLOOR TRUSSES USE ONE HUGHES DTC STRAP w/ 9-10D x I-1/2' TO TRUSS 4 I0d x 1 -1/2' TO SEAT PLATE FOR FLOOR GIRDERS TRUSSES USE TWO PUGPES DTC STRAP w/ 9 -10D x 1 -1/2' EA. TO TRUSS 4 I0d x 1 - 1/2' TO SEAT PLATE 3/4' NT. SUPPORT AND 4 o .c. AT PANELLS 6' o.c. EDGES, EDGE BLOCKING 2' NOMINAL. PLYWOOD SHALL BE GLUED W/ ADHESIVES MEETING REQUIREMENTS OF AFG -0I (TYPICAL). BLOCK DAPHRAGM A5 INDICATED ON 2nd FLOOR PLAN PERVIOUS BRICK PAvERS OVER 2' SAND FILL INSOLATED FOOTING (REFER TO FOOTING SCHEDULE FOR SIZE AND REINF.) Ui 111 PROVIDE 2 PT BLOCKING BETWEEN EACH TRUSSES. FASTEN BLOCKING w/ (3) 3/16' DIAM. TAPCONS x 3'LG. TO CMU AND (2) 10d NAILS TOE NAIL EACH ENDS. 1932' EXTERIOR GRADE PLYWOOD 51-4EATI -LING NAILED AS PER DETAIL. PROVIDE 2'x4' BLOCKING 4'o.c. EA. SIOE OF SEAM. Q i q SCALE: N.T.S ALL SPLICES SHALL SE A MIN. 48' BAR DIAMETERS / 2' -6' E (E (I LAP SPLICE. i\ \`/ \ \‘/\\ X\ 4" thk. CONCRETE SLAG r / _: # 4 , v 16' o .o. TEMP. 5 4 12 o.c, NOTE: FOR aTAIR D MEN IONS REFER TO ARCHITECTURAL PRA INS. CONCRETE COLUMN (REFER TO COLUMN SCHEDULE FOR SIZE AND REINF.) ISOLA1TED FOOTING (REFER TO FOOTING SCHEDULE FOR SIZE AND REINF,) SCALE: 3/4' =1'-0' ISOLATED FOOTING - CONCRETE COLUMN DETAIL FILLED CELL w/1-"5 4'- 0'o.c. (MAX.) TYP. N.T.S. 5 E i2' o.c. r-- -- 3 NQSINO eAR _-., STAIR SECTION TYP. ....W.... 12' oz. 1 I 5 VERTICAL IN CONC. FILL CELL a IN o.c. TYPICAL RAKE E3EAM, TOP OF .LMB EL. VAR. cr1u GRADE EL, O' -O" F €2' < CCNT. (REFER TO FOOTiN 5KHEDULE FOR 51ZE ,; REIM') ax12 CAP BEAM W/ 4''5 CG 4T. • 3T +48' 0/C ' 6'-0' o.c. LAP BARS 48 BAR DIAMETERS NOTE: I. SOFFIT OF RAKE BEAM SHALL HAVE 3 :12 (max) SLOPE. 2. FOR SLOPE ON TOP SIDE OF TIE BEAM SEE ROOF PLAN. 3. TIE BEAM SHALL BE MINIMUM 8' WIDE BY 12' DEEP. (FOR REINFORCEMENT SEE TIE SEAM SCHEDULE) 4. TIE BEAM SOFFIT MAY BE STEPPED UP EVERY 8 FEET AT FILLED CELL w/ 1' BAR AS SHOWN. SECTION SCALE 3/4 " =1' -0" PROvIDE FILLED CELLS AT SIDES OF MASONRY OPENINGS, AT ALL CORNERS AND AT 4'- 0'o.c, 8'x12' CONCRETE BEAM REFER TO BEAM SCHEDULE FOR REINFORCEMENTS PROPERTY LINE 8'+ HALF ROUND ,< /21 �S 4J CONTINUOS NOTCH AT SASE OF HALF ROUND 1' SIDEWALK CONC. FOOT. SEE STRUCTURAL DOGS. FOR DETAILS PROVIDE 2- FILLED CELLS w/ 1 -"5 EACH CELL a RIDGE PROVIDE 'DUR -O -WALL' HORIZONTAL REINFORCEMENT o 16'o.c. A5 SHOWN 7 — 30' ABOVE ROOF LINE NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DIGS. ROOF CONCRETE SEAM SCNEDUL W 34,11 1.47'99 TOP OF TfE BEAT" ELEVATION =Liam 1119121 REINFORCEMENTS • 3 STIRRUPS REMARKS d01 MIDDLE W01109 1 TB -3 B 18' -S' 8' 12' 2 -"5 - 2 -5 - SEE NOTES BELOW RB B VAR 8' 12' 2 -"5 - 2 -"5 - RAKE BEAM 2 '5 DIAGONAL BARS 1" TYPE -A TYPE -15 iii EACH FADE ARCH BEAM TYPE -G BEAM TYPES CONCRETE BEAM NOTES: 1, ARCHITECT TO REvIEUJ AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. 2. TIE BEAMS SHALL HAVE (4) 0 3 TIES AT 12'0.c. AT ALL CORNERS, EA. WAY, AND 48'o.c. REMAINDER 3, PROVIDE (2) "5 x 60' CORNER BARS, BENT 30' EACH U)AY $ ALL CORNERS, 1 TB -3J =_. : /Z /. C]IIIIIc M'AVTi.C]III1IC) V/ //. '�l1IIo1 � ��A I f �. i � I I / 1 BLOCK UP EXISTING OPENING WITH S' CONC. BLK FIN1614, TO MATCH EXIST,SEE S3 FOR DETAILS. PARTIALLY DEMOLISH EXIST, 8' CONC. BLK WALL ORDER TO NSTAL NEW 1Ai 11A1h• ' � >• . r.Y, ,h., .....�. c ,r.. Sn�. u.. o. u�nlXfi�.: n ,..h: /.:..c,�.'F MS 0 1111111 II:]�. 4 I:] 111111 :]1111 lunar : IF nun 8 120 9 c tl 8 4'- 3'41 :. 2' -6 M 3 ' -6 ' ROOF PLAN SCALE: I/4 = 1 -0' C ENEIRAL TRUSS AND WOOD NOTES REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 * 5 FILLED CELL DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. IT 15 YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ARCHITECTURAL LAYOUT. FAILURE TO DO 50 SHALL VOID OUR APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON PRELIMINARY DRAWINGS SENT TO OUR OFFICE. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL SE CAPABLE OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITG -101. MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED OTHERWISE. PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 21 OF THE SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER BENDING STRESS, Fb = 1,000 PSI (MINIMUM) YOUNG'S MODULUS, E = 1,500,000 PSI I TB -31 NOTE: NEW TS -3 TO BE ANCHORED TO EXISTING ROOF TB U)/4"5 DOU1EL9x 60' LONG EMSEDEDED INTO EXISTNG CONCRETE W/ HILTI C -I00 EPDXY SYSTEM MIN EMBEDMENT 6'. BRACING NOTES: I. GROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'- O "o.G. REPEATED AT EACH END OF BUILDING AND AT 20' -O" INTERVALS. 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE THAN 6'- O "o.G. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2 "x4" GRADE MARKED LUMBER, NAILED WITH A MIN. TWO I6d NAILS, IN ACCORDANCE WITH NOS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE TRUSSES. 4. BLOCK ALL PLYWOOD SEAMS WITH 2" X 4" (LAID FLAT) WITH 8D NAILS 4 4 "o4. AS SHOWN ON ROOF FRAMING PLAN (TWO TRUSSES BACK AT GABLE END). STIRRUPS (REFER TO TIE BEAM SCHEDULE) DROP TIE BEAM $ WINDOW�/ AND DOOR OPENING • TYPICAL TIE E3EAM DROP AT OPENINGS SCALE: N.S.T. ADC 2"5 REINFORCEMENT BARS FOR EVERY 3' OF DROP 1`f .... ..................... (OVERLAP 0 SPLICES) PLAN VIEW EXISTING TIE -EBEAM ACTUAL UPLIFT REQUIRED AN B/E = BOTH ENDS OF TRUSS UNO = UNLESS NOTED OTHERWISE G = GRAVITY LOAD TYP = TYPICAL TRUSS ANC - OR LECIEND O HUGHES DTC STRAP w/ 9 -I0D x 1.1/2' TO TRUSS 4 10d x I -1/2' TO SEAT PLATE STRAP CAPACITY 1365• (DADS APPROVAL E33-0111.03) ONE HUGHES DTC STRAP w/ 9 -I0 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES 2 TA 20 TRUSS ANCHOR w/ 8 -I0d x I.1/2' CAPACITY FOR CONNECTION 1365 «1335 = 2100" O HUGHES RT 18112 w/ 14.10d NAILS UPLIFT CAPACITY 1126 (DADE APPROVAL "93. 0111.03) O SEMCO TWOS 26 w/ 18 -I6d NAILS TO LEDGER AND 14 10d x I -V2' NAILS TO TRUSS. CAPACITY G=2335• U =1285• (DADE APPROVAL '35.0818.15) CD SIMPSON HURRICANE CLIP NI w /4 -8d NAILS CAPACITY (U =490 (DADE APPROVAL •31- 0101.05) SEMCO THDS 26 (D) w/ (6)1/4' D1AM. TAPCONS x 3 -I/2' LONG TO 6 MASONRY WALL AND 14 10d x I -I/2' NAILS TO TRUSS, CAPACITY G =2645" U =2215• (DADE APPROVAL •95- 0818.15) (2) I601 NAILS EACH MEMBER 2 "x4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6' -O" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) • NEW 3" GMU. f PRE- ENGINEERED WOOD TRUSS TYPICAL LATERAL BRACE SPL ICE SCALE: N.T.S, OPENING FOR WINDOW, DOOR OR SLIDING DOOR SEE FLOOR PLAN 4 ELEVATIONS 3 # 4 w/ 6" EMBEDMENT INTO CONCRETE FILLED CELL 0 TOP MID. BOTTOM. {– w/ 6" EMBEDMENT AND 5" HOOK INTO NEW REINFORCEMENT CELL PILL IN EXISTING OPENING TYR SCALE: N.T.S. EXTEND DROP OF TIE BEAM 3' BEYOND SIZE OF OPENING AT EACH END 4' x 8' GDX PLYWOOD SHEATHING MIN. 19/32" THICK MAX. SPAN 24" PROVIDE 2 "x4" BLOCKING ALL PLYWOOD SEAMS, 43" BACK OF GABLE END. NAIL SEAM w/ IOd – 0 4 "o.G. EA. SIDE OF SEAM. EXISTING FOOTING 2 "x8" WOOD FASCIA SEE TYPICAL WALL SECTION NAILED W/ 2 -I6d NAILS 0 EACH TRUSS \,_._.. I * 5 IN CONCRETE FILLED CELL ANCHORED 0 TOP 4 BOTTOM w/ HILTIG C -IO0 EPDXY SYSTEM AND 6" EMBEDMENT MINIMUM. PROVIDE I /3" SPACING AT PANEL EDGES 1/16" SPACE AT PANEL ENDS PLYLUOOD NAILING DETAIL SCALE: N.T.S. Nl� \\__ "x4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6' -O" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) TYPICAL X - F3FRACINCA SCALE: N.T.S. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DUGS. PREFABRICATED WOOD TRUSSES 24" ON CENTER SEE ROOF PLAN LATERAL BRACING SEE DETAIL ON THIS SHEET. 3d NAILS AT 6 "o.G. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4 "o.0. 0 GABLE ENDS FIRST 43" SACK 2 "x4" #2 SOUTHERN YELLOW PINE CROSS BRACING MEMBERS FASTENED TO TRUSSES W/2-16d NAILS EACH END (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODA }- P.E. #49285 4582 N. HIATUS RO SUNRISE; FL. 33351 Ph. (954) 741 -257 Fax. (954) 741 -8835 O \ 0 0 0 O L_ 0 C z 0 0 0 6/3 0 /00 DATE E E CD 1 z 0 1--- -J 0 � z L < 0 __1 a_ 0 0 z 0 1— J X W FILE NUMBER A2018 -A1 JOB NUMBER AR2018 SHEET NO. S -3 O CO O CD W L1 ) a) 0 0 0 0 rN 0 0 0 0 0 0 Q- Q AR-001 1 001 PROPOSED RESIDENCE ROLPH FAMILY MANI SHORES, CHECKED BY: SHEET TI TLE 92nd. STREET >- J Z a 1 0 CC DATE 06/30/00 FILE NUMBER A2018 -A1 JOB NUMBER AR2018 011 i uv VAIGI MUM '5 x5 LONG m 12' o.c TOP. — r V/ en - ABOVE BELOW G1550' ' t�ffi:.. (2) 2 PT WOOD LEDGER W/1/2' DIAM. ANCHOR BOLTS C *v/' 112' o.c. CONCRETE I E BEAM . ■ ' , 4 Top. (2) 2'xI0' PT WOOD LEDGER W/1/2' D IAM. ANCI.4OR BOLTS 1 o.c. .1111111101111101111111EIMIN • / /! / / / / /// 41 011/11111 DROP TIE BEAM a WINDOW AND DOOR OPENINGS I B -2 I SCALE: 1/4' a 1' -0' ADD 2'5 REINFORCEMENT BARS FOR EVERY S' OF DROP STIRRUPS (REFER TO TIE BEAM SCHEDULE) 2' -10' 4 SECOND FLOOR - PLAN TYPICAL TIE BEAM DROP AT OPENINGS SCALE: N.S.T. OPENING FOR WINDOW, DOOR OR SLIDING DOOR. SEE FLOOR PLAN i ELEVATIONS EXTEND DROP OF TIE SEAM S' BEYOND SIZE OF OPENING AT EACH END 10` -I' „ ` 1 G =400' B/E 6' -0' B -3 IsFB -18] ABOVE BELOW , 3' -. (4) 3/4' DIAM. x 1' LONG J BOLTS w/ 3' HOCK. STEEL COLUMN 4 I /4' I T B' 3 1 [$.el B -3 2' - 5' ,' - O” ICI BELOW ABOvE tv STEEL COLUMN CAP DETAIL SCALE: N.S.T. 8 J r. r , . - I` 0' ' -0' EXISTING WALL TO BE REMOVED AFTER INSTALLING STEEL CHANNEL AND NEW BEAM. 2nd. FLOOR ELEV.. '10' -2' TOP. B -2 AELEv.= '9' -10' FOR COMMON FLOOR TRUSSES USE ONE I-IUGHES OTC STRAP w/ 9.10D x I.1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE FOR FLOOR GIRDERS TRUSSES USE TWO HUGHES DTC STRAP w/ 9.10D x 1.1/2' EA. TO TRUSS 4 10d x 1.1/2' TO SEAT PLATE 3/4' PLYWOOD DIAPHRAGM w/ 1001 NAILS 6 6' 0.4. • INT, SUPPORTS AND 4' 04. AT PANEL EDGES, EDGE BLOCKING 2' NOMINAL. PLYWOOD SHALL BE GLUED W/ ADHESIVES MEETING REQUIREMENTS OF AFG -01 (TYPICAL). PREFAB ENG. WOOD TRUSSES a 24'o4. PROVIDE 2'x4' PT BLOCKING BETWEEN EACH TRUSSES. FASTEN BLOCKING 19/32' EXTERIOR GRADE PLYWOOD SHEATHING ATTACHED TO FLOOR w/ (3) 3/16' DIAM. TAPCONS x 3- I/2'LG. TO CMU TRUSSES .,,, 10-41 NAILS _ 6' AND (2) 1041 NAILS TOE NAILED a EACH ENDS. WOOD FLOOR CONNECT ION PERPEND f CULAR TO WALL SCALE: N.S.T. 2'x6' PT NAILER w/ 3/16'0 x 3 -1/2' LONG TAPCONS 12 1001 NAILS • 6 INT, SUPPORTS (TYPICAL) 2'x6' LATERAL BRACING • 6 0 w/ 2 - 10d NAILS EA. TRUSS 2'x6' PT NAILER, VERTICALLY EACH LATERAL BRACING (OCCURANCE. FASTENED w/ (3) 3/16' DIAM. x 3 -1/2' LONG TAPCONS 2'x6' PT NAILER w/ 3/I6'DIAM. x 3'LG. TAPCON 12'o,c, (SAME ELEVATION AS BOTTOM OF TRUSS) SCALE: N.S.T. EXIST NG CONCRETE BEAM. PERIMETER NAILING IDd NAILS 4'o4. (TYPICAL) WOOD FLOOR CONNECTION (PARALLEL TO WALL) I- INSTALL C CHANNEL AND RODS . 2 -FORM AND PLACE NEW BEAM (B -4) 3- REMOVE WALL BELOW EXISTING TIE BEAM. I 11111111111WWIWAL , ,1 � B -2 STRUCTURAL C1x9)3 CHANNEL W/ I' DIAM. HOLES a CENTER FOR 3/4' ALL THREADED ROD ' 12' O.C. E3EAM TO BEAM CONNECTION SCALE: 1' = I' -0' 2nd FLOOR ELEV.= I.10' -2' TOP.B -2 ELEV.= 4 9 ' - 10 ' 19/32' EXTERIOR GRADE PLYWOOD SHEATHING ATTACHED TO FLOOR TRUSSES W/ IC -d NAILS * 6' o.c. 6' thk CONCRETE SLAB 3/4' x20' LONG STAINLESS STEEL ALL THREADED ROD 12' O.C. B -4 ( SEE SCHEDULE FOR SIZE AND REINF.) ACTUAL UPLIFT REOJIRED ANCI -►OR IB /E = BOTH ENDS OF TRUSS U1W0 = UNLESS NOTED OTHERWISE G • GRAVITY LOAD T "YP = TYPICAL TIRU55 ANC( -IOR LEGEND O I•4UGHES DTC STRAP w/ 9 -I00 x 1 -1/2' TO TRUSS 4 10d x 1 -1/2' TO SEAT PLATE STRAP CAPACITY 1365' (DADE APPROVAL '98- 01I1.03) ONE HUGHES DTC STRAP w/ 9.10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES 2 TA 20 TRUSS ANCHOR w/ 5 -1001 x 1-1/2' CAPACITY FOR CONNECTION 1365 • 1335 = 2100' O HUGHES RT 18112 w/ 14 -1001 NAILS UPLIFT CAPACITY 1126' (DADE APPROVAL '9S- 0111.03) O SEMCO TI-IDS 26 w/ 18 •16d NAILS TO LEDGER AND 14 I0d x 1.1/2' NAILS TO TRUSS. CAPACITY G =2335' U = 1255' (DADE APPROVAL "35.051515) O SIMPSON HURRICANE CLIP H w/4 -501 NAILS CAPACITY (U =490 (DADE APPROVAL '91- 0101.05) SEO THDS 26 (D) w/ (6)1/4' DIAM. TAPCONS x 3 -1/2' LONG TO 6 MG MASONRY WALL AND 14 10d x 1.1/2' NAILS TO TRUSS. CAPACITY G =2645' U =2215' (DADE APPROVAL '95- 0518.15) GENERAL TRUSS AND WOOD NOTES REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 • 5 FILLED CELL DIRECTLY BENEATH TI-4E GIRDER TRUSS SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY, IT 15 YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON PRELIMINARY DRAWINGS SENT TO OUR OFFICE. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC -109. MEMBER SIZES SHOIUN ARE NORMAL UNLESS NOTED OTHERWISE. PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED A5 DIAPHRAGMS AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER P ER 29 OF THE SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER BENDING STRESS, Fb . 1,200 P5I (MINIMUM) YOUNG'S MODULUS, E = 1,500,000 PSI BRACING NOTES: I. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5' -0'o ,. REPEATED AT EACH END OF BUILDING AND AT 20' -0' INTERVALS. 2, BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE THAN 6'•0'o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE END OF THE BUILDING TO TI-4E OTHER AND 31-IOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE MARKED LUMBER, NAILED WITH A MIN. TWO 1601 NAILS, IN ACCORDANCE WITH NOS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE TRUSSES. 4. BLOCK ALL PLYWOOD SEAMS WITH V X 4' (LAID FLAT) WITH 50 NAILS * 4'o.c. AS 01- 4OII,N ON ROOF FRAMING PLAN. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL ODU36. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL - P.E. #49285 4582 N. HIATUS ROAD; SUNRISE; FL. 33351 Ph. (954) 741 -2 . Fax. (954) 741 -8635 _-� 0 U CONCIRETE E3EAM SCHEDULE E d� � W 1--- w REINFORCEMENTS 1. 0 G p ' 3 STIRRUPS REMARKS TB-1 A 10' -2' S' I2' 2 -5 - 2 -5 SEE NOTES BELOW TS -2 A 5' -6' a' 12' 2 -5 - 2 -'5 SEE NOTES BELOW RB A VAR 5' 12' 2-5 - 2-5 *45' O.C. RAKE BEAM B -I B 10' -2' 5' 12' 2 -5 - 2 -'5 a 5' O.C. B-2 C 10'-2' 5' 24' 2- 2-5 2-n • 6' O.C. ARCH BEAM B•3 B 9' -I0' S' 12' 2 -5 2 -'5 a 5' O.C. B -4 B 9' -10' 20' 20' 3 -5 3 - 4 -'1 • 4' O.C. B. C 10'.6' 16' 24' 2 - 2 -5 2 -'1 • 10' O.C. ARCH BEAM B -6 B VAR 16' 36' 2- 4-'6 2 -'1 a 5' O.C. RAKE BEAM .. D '''' IMINWPIIIWL. ):s:1111 , . .•' 2,5 DIAGONAL BARS _- TYPE -A TYPE-E3 a EACH FACE ARCH BEAM TYPE -C S3EAM TYPES CONCRETE BEAM NOTES: 1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. 2. TIE BEAMS SHALL HAVE (4) '3 TIES AT 12'o.c. AT ALL CORNERS, EA. UJAY, AND 45'o.c. REMAINDER. 3. PROVIDE (2) '5 x 60' COWER BARS, BENT 30' EACH WAY a ALL CORNERS. >- J Z a 1 0 CC DATE 06/30/00 FILE NUMBER A2018 -A1 JOB NUMBER AR2018 011 i uv VAIGI MUM '5 x5 LONG m 12' o.c TOP. — r V/ en - ABOVE BELOW G1550' ' t�ffi:.. (2) 2 PT WOOD LEDGER W/1/2' DIAM. ANCHOR BOLTS C *v/' 112' o.c. CONCRETE I E BEAM . ■ ' , 4 Top. (2) 2'xI0' PT WOOD LEDGER W/1/2' D IAM. ANCI.4OR BOLTS 1 o.c. .1111111101111101111111EIMIN • / /! / / / / /// 41 011/11111 DROP TIE BEAM a WINDOW AND DOOR OPENINGS I B -2 I SCALE: 1/4' a 1' -0' ADD 2'5 REINFORCEMENT BARS FOR EVERY S' OF DROP STIRRUPS (REFER TO TIE BEAM SCHEDULE) 2' -10' 4 SECOND FLOOR - PLAN TYPICAL TIE BEAM DROP AT OPENINGS SCALE: N.S.T. OPENING FOR WINDOW, DOOR OR SLIDING DOOR. SEE FLOOR PLAN i ELEVATIONS EXTEND DROP OF TIE SEAM S' BEYOND SIZE OF OPENING AT EACH END 10` -I' „ ` 1 G =400' B/E 6' -0' B -3 IsFB -18] ABOVE BELOW , 3' -. (4) 3/4' DIAM. x 1' LONG J BOLTS w/ 3' HOCK. STEEL COLUMN 4 I /4' I T B' 3 1 [$.el B -3 2' - 5' ,' - O” ICI BELOW ABOvE tv STEEL COLUMN CAP DETAIL SCALE: N.S.T. 8 J r. r , . - I` 0' ' -0' EXISTING WALL TO BE REMOVED AFTER INSTALLING STEEL CHANNEL AND NEW BEAM. 2nd. FLOOR ELEV.. '10' -2' TOP. B -2 AELEv.= '9' -10' FOR COMMON FLOOR TRUSSES USE ONE I-IUGHES OTC STRAP w/ 9.10D x I.1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE FOR FLOOR GIRDERS TRUSSES USE TWO HUGHES DTC STRAP w/ 9.10D x 1.1/2' EA. TO TRUSS 4 10d x 1.1/2' TO SEAT PLATE 3/4' PLYWOOD DIAPHRAGM w/ 1001 NAILS 6 6' 0.4. • INT, SUPPORTS AND 4' 04. AT PANEL EDGES, EDGE BLOCKING 2' NOMINAL. PLYWOOD SHALL BE GLUED W/ ADHESIVES MEETING REQUIREMENTS OF AFG -01 (TYPICAL). PREFAB ENG. WOOD TRUSSES a 24'o4. PROVIDE 2'x4' PT BLOCKING BETWEEN EACH TRUSSES. FASTEN BLOCKING 19/32' EXTERIOR GRADE PLYWOOD SHEATHING ATTACHED TO FLOOR w/ (3) 3/16' DIAM. TAPCONS x 3- I/2'LG. TO CMU TRUSSES .,,, 10-41 NAILS _ 6' AND (2) 1041 NAILS TOE NAILED a EACH ENDS. WOOD FLOOR CONNECT ION PERPEND f CULAR TO WALL SCALE: N.S.T. 2'x6' PT NAILER w/ 3/16'0 x 3 -1/2' LONG TAPCONS 12 1001 NAILS • 6 INT, SUPPORTS (TYPICAL) 2'x6' LATERAL BRACING • 6 0 w/ 2 - 10d NAILS EA. TRUSS 2'x6' PT NAILER, VERTICALLY EACH LATERAL BRACING (OCCURANCE. FASTENED w/ (3) 3/16' DIAM. x 3 -1/2' LONG TAPCONS 2'x6' PT NAILER w/ 3/I6'DIAM. x 3'LG. TAPCON 12'o,c, (SAME ELEVATION AS BOTTOM OF TRUSS) SCALE: N.S.T. EXIST NG CONCRETE BEAM. PERIMETER NAILING IDd NAILS 4'o4. (TYPICAL) WOOD FLOOR CONNECTION (PARALLEL TO WALL) I- INSTALL C CHANNEL AND RODS . 2 -FORM AND PLACE NEW BEAM (B -4) 3- REMOVE WALL BELOW EXISTING TIE BEAM. I 11111111111WWIWAL , ,1 � B -2 STRUCTURAL C1x9)3 CHANNEL W/ I' DIAM. HOLES a CENTER FOR 3/4' ALL THREADED ROD ' 12' O.C. E3EAM TO BEAM CONNECTION SCALE: 1' = I' -0' 2nd FLOOR ELEV.= I.10' -2' TOP.B -2 ELEV.= 4 9 ' - 10 ' 19/32' EXTERIOR GRADE PLYWOOD SHEATHING ATTACHED TO FLOOR TRUSSES W/ IC -d NAILS * 6' o.c. 6' thk CONCRETE SLAB 3/4' x20' LONG STAINLESS STEEL ALL THREADED ROD 12' O.C. B -4 ( SEE SCHEDULE FOR SIZE AND REINF.) ACTUAL UPLIFT REOJIRED ANCI -►OR IB /E = BOTH ENDS OF TRUSS U1W0 = UNLESS NOTED OTHERWISE G • GRAVITY LOAD T "YP = TYPICAL TIRU55 ANC( -IOR LEGEND O I•4UGHES DTC STRAP w/ 9 -I00 x 1 -1/2' TO TRUSS 4 10d x 1 -1/2' TO SEAT PLATE STRAP CAPACITY 1365' (DADE APPROVAL '98- 01I1.03) ONE HUGHES DTC STRAP w/ 9.10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES 2 TA 20 TRUSS ANCHOR w/ 5 -1001 x 1-1/2' CAPACITY FOR CONNECTION 1365 • 1335 = 2100' O HUGHES RT 18112 w/ 14 -1001 NAILS UPLIFT CAPACITY 1126' (DADE APPROVAL '9S- 0111.03) O SEMCO TI-IDS 26 w/ 18 •16d NAILS TO LEDGER AND 14 I0d x 1.1/2' NAILS TO TRUSS. CAPACITY G =2335' U = 1255' (DADE APPROVAL "35.051515) O SIMPSON HURRICANE CLIP H w/4 -501 NAILS CAPACITY (U =490 (DADE APPROVAL '91- 0101.05) SEO THDS 26 (D) w/ (6)1/4' DIAM. TAPCONS x 3 -1/2' LONG TO 6 MG MASONRY WALL AND 14 10d x 1.1/2' NAILS TO TRUSS. CAPACITY G =2645' U =2215' (DADE APPROVAL '95- 0518.15) GENERAL TRUSS AND WOOD NOTES REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 • 5 FILLED CELL DIRECTLY BENEATH TI-4E GIRDER TRUSS SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY, IT 15 YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON PRELIMINARY DRAWINGS SENT TO OUR OFFICE. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC -109. MEMBER SIZES SHOIUN ARE NORMAL UNLESS NOTED OTHERWISE. PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED A5 DIAPHRAGMS AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER P ER 29 OF THE SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER BENDING STRESS, Fb . 1,200 P5I (MINIMUM) YOUNG'S MODULUS, E = 1,500,000 PSI BRACING NOTES: I. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5' -0'o ,. REPEATED AT EACH END OF BUILDING AND AT 20' -0' INTERVALS. 2, BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE THAN 6'•0'o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE END OF THE BUILDING TO TI-4E OTHER AND 31-IOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE MARKED LUMBER, NAILED WITH A MIN. TWO 1601 NAILS, IN ACCORDANCE WITH NOS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE TRUSSES. 4. BLOCK ALL PLYWOOD SEAMS WITH V X 4' (LAID FLAT) WITH 50 NAILS * 4'o.c. AS 01- 4OII,N ON ROOF FRAMING PLAN. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL ODU36. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NODAL - P.E. #49285 4582 N. HIATUS ROAD; SUNRISE; FL. 33351 Ph. (954) 741 -2 . Fax. (954) 741 -8635 _-� 0 U FOOTING SCHEDULE X z OI- � J x c BOTTOM REINFORCEMENT REMARKS A B 0 IF12 A 12' CONT. 12' (2) "5 '5 9 48'0.c. '3 TIES 4T8'o.c. STAIR FOOTING IF48 A 48' 48' 12' (5) '5 (5) "5 D ISOLATED FOOTING IF36 A 36' 36' 12' (4) '5 (4) "5 '3 TIES AT a' c.c. ISOLATED FOOTING IF60 A 60' 60' 12' (6) "5 (6) "5 B ISOLATED FOOTING IF36X84 A 36' 84' 16' (4) "5 (1) "5 ISOLATED FOOTING MF24 B 24' CONT. 12' (3) '5 '5 * 48'o.c. Er] WALL FOOTING, 1U24 A 24' CONT. 12' (3) "5 105 a 48 WALL FOOTING. TE C a' CONT, a' (I) '5 REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. O = INDICATES COLUMN TYPE AND END 4 START OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM ELEVATION, REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS 4 FOR TOP OF TIE BEAM ELEVATION. a COMPRESSIVE STRENGTH CF CONCRETE FOR COLUMNS AND WALLS ABOVE THIS SLAB SHALL BE 3,000 PSI. THICKENED EDGE TEI2 C 12' CONT. a' (I) '5 THICKENED EDGE B M B c .-•••• Eivie 14 $ Pcw6L 1'oE R:A: r A TYPE -A A Poet►kJ4 @ FG "o.C. TYPE -B TYPE -C (TYP.) )7b4 FOOTING TYPES COLUV\ SCHEDULE REINFORCEMENT �b'W �du NWfl1O- E Q VERTICAL HORIZONTAL -I L 0 E a' X 24' 4 -• 6 '3 TIES 4T a' o.c. 0 E a'X21' 6 -•5 '3 TIES 4T8'o.c. 0 a'X16' 4 -•6 '3 TIES ATa'c.c. C-4 D a'X12' 4 -•5 '3 TIES ATa'c.c. C-5 c 8'X16' X 16' 8 -• 6 '3 TIES AT a' c.c. AS SHOLLN. C-6 A 16' DIAM. 6! 6 *3 TIES AT a' o.c. SONO TUBE COLUMN ci) B 3 -Y2' x 3 -''2 X 1 4' - STEEL COLUMN - CONCRETE FILLED a ci:E] TYPE -A TYPE -8 TYPE -D COLUMN TYPES TYPE -C Er] NOTE: ARCHITECT TO REVIEUJ AND APPROvE ALL COLUMN DIMENSIONS. TYPE - FOUNDATIO\ \OYES GROUND FLOOR SHALL CONSIST OF 4'tH. CONCRETE SLAB WITH 6'x6' • 1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN, WELL COMPACTED FILL. FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN 12' BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER SLAB SHALL BE Fc = 3000 P$I. 2. PROVIDE (2) "5 x 4' -0'Ig CORNER CRACK BARS e ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ Pi). 3. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE. 4. FILL CELLS INDICATED ON THIS SHEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. lll]Il = CONCRETE MASONRY WALL (DUR -O -WALL) I -'5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND 48'o.c. OR UNLESS NOTED OTHERWISE. 6. VERIFY SIZE AND LOCATIONS OF ALL WINDOW /DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DI.LrS. 1. O = INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION 61-10.4•1. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. I, •) = INDICATES COLUMN TYPE AND END OF COLUMN AT SLAB ELEVATION CR TIE BEAM ELEVATION SHOWN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. O = INDICATES COLUMN TYPE AND END 4 START OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM ELEVATION, REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS 4 FOR TOP OF TIE BEAM ELEVATION. a COMPRESSIVE STRENGTH CF CONCRETE FOR COLUMNS AND WALLS ABOVE THIS SLAB SHALL BE 3,000 PSI. SOIL STATEMENT AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MN BEARING CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SMALL BE NOTIFIED PRIOR TO PROCEEDING WIN THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING TWAT NE SITE 1-146 BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESING 1$ BASED ON. SEE 3F.B.C. SECT. 2403. IF36x84 IF36x84 IF -12 IF -12 � 1 3' -10' I I 4' CONC. SLAB w/ 6'x6'- 1.4x1.4 WELDED WIRE MESH `+ OVER VAPOR BARRIER GN CLEAN WELL COMPACTED FILL. O I IF -36 ® L IF -3 6 _ J ELEv. _ +0' -0' 0ELEv. r - � - - 1 "TI 4! {41 'I ��EE 1 L_ r L_ _J SCALE: N.T.S. 3- V2'x3- I/2'xl /4' STEEL COLUMN fE 3/4' BASE PLATE w/ 4.3/4' DIAM. J BOLTS WELDED TO BASE PLATE. d TYP.> 1141 13`-11' L 2'- 11' -3' :\ / \\ /\ GROUT PLAN E r FOOTING OUTLINE SECOND POUR • 4, 4 4. BASE PLATE DETAIL $-1 I/4' 17 L ` _ IF -3 iF -12 I I ' 12'112' r I o TYP. IF -36 SEE FOUNDATION PLAN FOR SIZE 4 REINFORCEMENTS. NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON S -4. NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON $-4. IF -12 TE 4' CONC. SLAB w/ 6'x6' - 1.4x1.4 WELDED WIRE MESH OVER WELL COMPACTED FILL. TE EX151"IN6 BUILDING, SCALE: I/4'21 C IF- ILF -24 O IF -60 -2' FOUNDATION FLAN IF -12 IF -36 T \ NEW 4' CONC. SLAB w/ 6'x6'- I,4xI.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. 4 I w 3 ' IF -12 1 t`• \ Y \ •,,,N. N \ \ ' \ \ \. A A . \ \ \ \ x OF -24 _j I TE -I2 1 -J a' x a' x 16' CONCRETE MASONRY UNITS 4 0W -W • 1111W NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON 6-4. NEW 8' CONCRETE BLOCK WALL el�� c �� u t��� ?2 "12 I u_ F- 4' 4' ■ • MASONRY UNITS ■ NEW CONCRETE STAIRS SEE TYP. STAIR SECTION ON 6-4, ca 9 GAUGE DUR -O -WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR -O -WALL CORNER DETAIL $GALE: N.T.3. 9 GAUGE DUR -O -WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) TYPICAL DUR- O -WALL DETAIL SCALE: N.T.S. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DWG$. NODALCO ENGINEERING, INC. STRUCTURAL ENGINEERS CARLOS A. NOD — P.E. #49285 4582 N. HIATUS R b i , SUNRISE; FL. 33351 Ph. (954) 741 -25 Fax. (95 741 -8635 EXISTING & DEMOLITION PROPOSED RESIDENCE ADDITION FLOOR PLAN ROLPH FAMILY MIAMI SHORES, CHECKED BY: 92nd. STREET S1-I EE T TITLE - - .., - � X ..• f'(, f .. Aa'k CCCCC . O &s,s r..:. 'y }6 - 'a b t D flIGI+IAtIGH LOCAT! No. ROOM ' ll /. , � K4Y ` 1 ' �.s �.F. M S. + ' � F:x P. �~ 1.� (K Ft x � y 1 F $RA C j NS S t S l S /�b � 2 . � ' HW. RE ♦' 0 P QROf t 3 48'4' X 48' r � ; �` 102 • 14' . _ _ u)000 GYP WALLBOARD GYP UJM.LSOARD tRELQCAtEO FRe t FI FLOOR MASTER 15A114 M�4STER EMOR '1 0 `,. ! mo . ' s : : _, • • . . CER TILE r . s GYP IUALLBOARD R> !•GOATEE? F1 OOm FIRBX FLOOR -�. - -' T WOOD tLOOD ,. , '� r t • l 106 /Gl WOOD WOOD A CO v rJ; D LOT T 101 0 4 ° ?` f4'`" ,'' ".` ,GYP WALLBOARD . � 108 MUD ROOM '�-- SING#.E E3IFOLD . te 5, -- MASTER OATH Q 2'-6' �'' .r. I- / re r r M F LUSH, N.C. ,ATN 0 �' ` .. r'. / � } 'a �° M 14- 1-4.O. OATI-i 2 0 2'•$` ' 1'�_ 1 r a E :, " . • • y{ , " ,('1 ,14 PLUS 4. N.G. _ ..' pROO17 3 8 '• `: . ' ,I POEKi 1 -,. — PN'111. ROOM � a' 00 6' 1 3 4 �- � 5` � $ -1 *� ` � j 4 GI�K� A L� � o � , r ;R _GpNa �t.aeo v l��r wITF+ AcTi�R i .Wi ;tow, SOLID KITCHEN O 31 ' 0' ' * 1: x • ' 4Lu1 F! -U$1i, emit) ENTRY I S - 4 - T v . . S � " - Q�, RitY G u�1tFt ENTRY 4"-0' ►' , : x . , . , _ ± ' 1 id QC��/ i.'s ! i, - _ Ql,.4'1 ( 19' e T t4 • t1�lTt+ f , FINIS SC4 DUL D flIGI+IAtIGH ,. No. ROOM FLOOD SASE 1UALL8 CEILING REMAI v 101 BALCONY CER THE CER TILE STUCCO 48'4' X 48' WO/CLAD SINGLE Nt FOR 'PELLA' OR 'MARvIN FIXED GLASS 102 CLOSET WOOD u)000 GYP WALLBOARD GYP UJM.LSOARD 103 MASTER 15A114 GEM TILE CER. TILL= GYP WALLBOARD GYP WALLBOARD !04 DATN 2 CER TILE CER TILE GYP WALLBOARD GYP IUALLBOARD 103 W -I -C WOOD tLOOD GYP WALL GYP WALLBOARD 106 BEDROOM 3 WOOD WOOD GYP/ GEM TILE GYP WALLBOARD 101 FAMILY !ROOM W000 WOOD GYP WALLBOARD ,GYP WALLBOARD 108 MUD ROOM CER TILE WO00 GYP t.UA4-L159400 GYP WALLBOARD =1 c_ [� ojessmimen CQ' tom IIIIIIMMIMIII WINDOW SC4EEUL D flIGI+IAtIGH MEMI I ; ' tEMARC8 0 1 12'4' x 12' WOOD/CLAO> CUSTOM I4QRIX9NTAL, SLJ1 #R 2929 2133 =UM 11=1 36 X36' WDOD/CLAO ALKING FCR 'PELLA' OR 'MA TIN' 43%' X 24' WOOD /CLAD AWING FOR 'PELLA' OR 'MARVIN' 48'4' X 48' WO/CLAD SINGLE Nt FOR 'PELLA' OR 'MARvIN FIXED GLASS i96' X 42' EXIST. SIZE! TO FIT EXISTING OPENING 1111111111111111111111111111111111111. ( / / v 0 1 \ / \ / N i WINDOW TYPED NOTE, ALL WINDOW NIL(. 14AN/E WHITE MULLIONS EXCEPT M I OOL:MIP4. SUPERS At FLORIDA ROOM 4.L EXTERIOR GLASS WILL 8E RIRRICANE RESISTANT CRYtUALL ON i' X 3' PARING STRIPS a 24' 0.C.-TYP 3 -518' BOTTOM CHANNEL (25GA) SECURED TO SLAB tit/ LOW VELOCITY POUTER DRIVEN PINS -TYP BASE AS SCI- IEOULE FLOOR FIN1344 AS PER FIN SCHEDULE • r. TYPICAL PARTITION SCALE. NTS R -30 INSULATICN.TYP TOP RUNNER F1RE STOP s a' -0' MAX. 3 5/8' MTL. STUDS (25 GA.) $24' 0/C tu:NE LAYER V2`" GYPSUM WALLBOARD EA BIOS 4' CONCRETE SLAB OVER 6 MIL VISCUEEN VAPOR BARRIER ON CLEAN, ALL COMPACTED SAND FILL, REINFORCED Wits-ism) tU1.4X1.4 WELc Q WIRE FAMC F!',.AGED 1 W FRCti TOP Ott SLAtt•TTP L esti raftliashM1101111111111111111111 • } INTERIOR 7 °OCR A3 5C>• JLED eI F9�tIBH SC I , EDUl.E FOR DETAIL. BEE FW SCHED- AIL..T ENTRY DOOR DOOR A6 ?ULED TAIL. . OATH 0 MOLE BI -401.t SCALE. NT$ Q meta StuiNca r.)00R TYPES PROVIDE CONT, CAULKING BEAD AROUND F'ERIMETER OF FRAME (TYP) 1/2' GYPSUM UTALLSOARD ON EACH SICECF34 /a'MTL GA.) S111cS a 24' O/C (MAX) OQQF JAM := DETAIL AT INTERIOR PARTITION JAM' JAMB /HEAD DETAIL ( EI(I' OLD ) SCALE' NTS INTERIOR DOOR CASNG I x 3 P.T. UJ00D SUCK ACRYLIC CAULKNG REINFORCED MASONRY FILLED CELL W (I) '5 BAR EXTERIOR DOOR JAMB DETAIL SCALE. NTS - ® FLUSH HEAD P INTERIOR ® POCKET ® ENTRY 4 r 3 5i8' MTL (22 GA) RUNNER PROVIDE 2X4 WOOD BLOCKING 0000 JA41B, CASNCs AND STOP (FINISH 43 SCHEDULED) DOOR AS SO- IECULED 1/2' GYPSUM tUALL BOARD ON 2 x 4 1U00D OR 3 -'11' METAL STUDS 2 x 4 WOOD BLOCKING 3 /3' 5J2 PAN HEAD SCREW • Ia' O.C. MAXIMUM AND FROM EA. SIDE DOOR TRACK WOOD TRIM CCQPIER REINFORCEMENT DOOR* PER DOOR SCHEDULE WOOD DOOR FRAME JAMB EXTERIOR °OCR HINGE 2x4P.T.BUCK 1 0 1/4' CIA TAPCON FASTENER AT !4 , 4' 3PACNKs ADD ADDITIONAL TAPCONS 3' ABOVE AND BELOW) THE CENTER OF THE JAMB ON LOCK 310E ONLY FASTEN DOOR FRAME iN ACCORDANCE WITH PRODUCT APFROVAL CERTIFIED TEST LAB REPORT OR ENGINEESMG MALY3IS UIOOD BRICK MOLDING EXTERIOR TEXTURED STUCCO MANUEL, REUS, R.A STATE OF FLORIDA 11 GO 1 OATS 08/30/00 PRELIMINARY 08/04/00 PERMIT SAT FLO NUMMI A2013-A4 Joe MAMA AMO18 81-MIT NO. A"4 1.11.1111._ \/.1.1.0004.0 BEDROOM 3 (ADDITION) / „ANY; Off/ 4, a. .s. •..•. _IL .•. .•. .w _ .` _ Aa RI.A.. \ \\ 114. \!..4\U.V AYM U"IUU.V 1.) .' "1111101111111111E y': ' iili�i� \..�\\\.���. STUCCO OVER RIS METAL LAN ON 5/8' COX PLYWOOD NEW 8' CCNC. BM WALL PORCH EXISTING WALL NEW CCNCREIE SLAB. SEE STRUCT. DUGS e4 1. TILE-TOMATO-I 0(1E403 (6 SHOP DRAW G). FOX 3 COIJRSE3 NAIL ATTACI4ED UM 1 NAIL PER t1LE Ott t -504 MINERAL 0I.0 NOT MOPPED TO We/ FELT TINTAGGED TO 9'' P1.Y110Q9 SNEATING WITH NCO GAAO/AtNMZIO, DIAMONQ POINT, I -) 5c 40' DIAMETER Yi Qom GRc N xt -Y'4' L TN. WOOD 5 ANCHORAGE WALL U NANO NAILED N ACCORDANCE WITH SFB.C. C114?1 29, (`9'VT'. COX PLYWO. IV/ 8d CO MO I NAILS • 6' O:C. • PANEL 4P„Gfi, 8` O.f . • INTEfrec TAT$ 6UF'PORt&,' 4' O.C. At GABLE END T us6e6 AND 4' OC • DIAPHRAGM 00N0) . TOP Of BEAM • 2ND MOOR L. • 18'•8' li a,aaa�a���.o®o�.�w a��w�.�ss +�� a l '� ,•,r, ,.Airre vi � r, � ♦•®±, � ••♦ � e � , I ♦r,•,• '� ,• �'� ♦• • 1 RC?OP PLYWOOD SHZ3ATIN¢ SHALL 1pe EXP08URS 1 4 U!% A SPAN R.AtINCs GP 32/16 (MIRA AND SHALL ea ANCWORSO TO FASCIA UJ/ ed AAKOUND B E R) (TYP. ALL PREFA{3. ENGINNIERED Tt• U83E8 • 24' Q.C. (4$ R MANUF.8PEC8.) II X t4 GA 14UG14E6' OTC STRAP Et'1E3E0E0 IN CONC. ISM- !U/ 4.104 NAIL$ TNRU SLAT PLATE I W/ 3 -1¢d NAILS tt4RU ENTRAP TO TRUSS. DECORATIVE WADING- Went T SHOP DRAWINGS. - POLYMER MATERIAL, FOAM OR W000 MFR: FOAM FACTORY- LEISURE I ELEGANCE ARCA PRODUCTS (303.441.1120) GRAB APPROVED 8T OL ER/ARCHITECT. 2 COAT SPX,CO 3/8' THICK MK 8' Ca G. gtOCK WALL W/ STANDARD '$ TRUSS TYPE NCRIZONrAL REINFORCEMENT AT EVERY OTHER COURSE (16' 0/C VERTICAL) I'X4' WOOD Fugt PE1 4O WOOD 0A54E 2' X 6' P.T. NAILER SEE STRICT. COGS. TOP Cf FIRST FLOOR EL. 10 CONCRETE TIE IMAM( SEE STRUCTURAL DRAWi ) - TOP OF ARG4 EL.. 8 1 •1 4 - 2' 4' P.t• NAILER SEE. ST11CT. 01145 BOTTOFI Cf ARCH CONCRETE TNKXCEN EDGE FOOTING (SEE Sr i4- RAL DRAWINGS) PERV1UUS 16141CK PAVERS OVER 1' SAND FILL F PAVEMENT EL. - 1' -0' 6' LAYER Of ILELL COtVACTED LIMEROCtc DELL COtI'ACTED FILL • A-4 Y.W VI s *• s'• r•• It • s•* vt.•• .:•• ■•• "ir•• •• • • • .• +!•• ••• +•� �41P -0 1P-- 0 .,rlr0 f% ir 1 .410. I 1 r r- R -30 INSULATION TYP 0) LAYER V? GYPStt t WALLBOARD ON INC METAL HATS • !6' O.C. b(2 P.T. WD. R RRNG FIRESTOP(11' PICAL) CONCRETE TIE BEAM.SEE STRCTURAL DRAWINGS 0) LAYER I/2' GYPSUM WALLBOARD ON X 1' P.T. WOOD RARING • 24' O.C. WITH / R- 4. 2 FOIL BACK INSULATION I'X1' P.T. WD FIRESTOP • MID-HEIGHT( TYP) BEDROOM 3 4 'COLONIAL WOOD BASE(TYP) FLOOR FINISH AS SCHEDULED 3 /4'GYPCRETE ON 3/4' T AND G PLYWOOD FLOORING GLUED AND NAILED TO EACI4 TRU58 R•30 iN9)LATION. TYP. -- PRF'EFAD. WOOD TRUSSES • •24'O.C. SEE STRUCTURAL DINGS. STUCCO OVER RIB METAL LATI4 ON 5/8' COX PLYWOOD PORCH '41* // / a N i / /• / r r / /, / / / / / /f exisr RC30! btu 12 MA[ EXISTING NEIU / / / / / / / ! i ' r / - � / . � , ! . ES ' % ,/ � / -) , 1 L__'1 NEW GONGRETH FOOTING y' .(SEE STRUCTURAL DRAWINGS) / _ _ _ _ NEW ROCG / / ,� j % / , / ' , u€LL COMPACTED FILL EXISTING NEW r \-- <41 / t NEW ADDITION NEW STEPS NEW CCNC. SLAB. SEE STRUCT, DRAWINGS SPANISH WV" TILE MIXED COLORS AT EXIST. I NEW ROC. FIR EFAB- tL TRUSSES •24'0:C. SEE STRUCTURAL 0046 R -30 INSULATION TYP CONC. B;?AM SEE STROCT. DWG& CCNC. SOLID MOULDING CR WOOD (PS) to EL 4-8 6' CONC. BLOCK WALL W/ STANDARD '8 TRUSS TYPE WORIIGHTAL REINFORCEMENT AT EVERY OTHER COURSE 06' 0/C VERTICAL) 5M00114 STUCCO BAND TO MATCH E) T. CONC. BEAM SEE STRICT. DWGB. FINJSI4 GRADE FIN, FL. ELEV. 40',3` .ref t.4.16. +9'•10' VIEW I6' CONC. ELK WALL Fla FL ELEV. 4 CONCRETE FOOTING (SEE STRUCTURAL DRAWINGS) TAD ELEV. +18' -8' 4, FIR FL. ELEV. 40-2' k. TAD ELEV. 0-6' MANUEL. REUS, RA STATE OF FLORIDA 11001 qkPilgkt'r 0 1 DATE 06/30/00 PRELIMINARY 08/04/00 PERMIT SET g cc co FILE MAADEE A2018-A3 J013 Wheel ARMS • • 1 , .31,1494tREL0 0111N-4p • FlOWepc„.;*ir,g • ($flec:cpc14 e./A, ': RONT ELEVAT ON 801.6 Vior * 1-0 •••••■•••••••■••••••■•■• P.'‘.13`"P"Pwitsmi."4111"P"Nrgin."1"F"P"P 0111411110101011010401111011AMOVI 00010114041kiatikAAAAtikA01010401010kAmi00011 ' '1.•■ ' ' "e.t' • ApiliA0A40401000111001 r r r--- =ill Er Ut Exl$04s RESCENC-1 7 • ‘,4 • ' `;■., NEW CO ExLsr?‹: 6RILL TO REPIA;N -- NEW I RES■STANT FRENc,14 OR SiJEglIT SPOP OLGS) EXISTNG ROCF, EST; NG UJINOOL6 (T/P) EXr ROCF ".EUJ ROCF ( TQ MAT04 Edel STING) NEW EV Ca,C. scoc,K WALL ( SEPARATE PERMIT) E'r 1St a‘ics Ft ANTS _ rkla caC. 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DOOR TO BE REE1iOVEo MISTER BEDROOM 13'.8' ExoSYiNG SCOND $CAS, 114 • f-0' 11'•10' FL. PLAN MANUEL REUS, R0!1 STATE OF FLORIDA , . 1 1001 (kb 6 ID 0 ag 7: 0 cc v A ,c .6 (41 ict o5 (4) 112 g t I Q 0 o 0 0 b row. � DM's! 08/30/00 PIRELMNARY 08/04/00 MONT 88T 0 c y . ofs LIU FILM M MA A2018 -A11 AMOS emu NA A -9 i COIN PAW" $wvto ... t PAY V / 4tY APpANAL :.�- -- rikautY uNe 7 r i t o Paa4 Tx at elwu F DefAt& OLIDiN4 AUTa1ATlc OnA WO a ;aet. t1 a 0:200 IAt$ tau roc► eW _ Nk) OTEP6 PO' ALLOY rtt NECE819ARY rEstit6, LIGENeEB AND ti AN WI'tN 14IE ooTH FLORIDA eu CQDE Aro ANY o114ER D ANCe ' C T I�A� TOR AE.L gIFY Ar: CGNDITi*y6 AND Da- a 4oloN0 aN T1$ Pao At e A I SA Ec Amr D oR ortE U N T14060 64404 ALA IEN$5 1 � R4EDLE ANY 8CA1. ax T} GN , ) G roirucrcf Yt (341.Ap0 MAW ANy AM ALL. 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CONTRACTOR Met CONeUl.t A *IMO. !8 /$US °GONTRAOTOR'8 NOTES 1 to vEi r L min' CaNNEcnaNb PRIOR TO %BATTING 13108. 6 B 19 OGEEPIN0 uYtk WORK OR YERPY,,A14 E4OTINO aforRIcAL 8Ercc AND NorIFy P c.1.4ANGE �'1t1 tQ -1+, flow ',WHI M G AN1' oitcsePANGIE,6 iNgfoRs it> t IT t 6eAry t Atis crvGf . G '! TOR?R NcaiCIty TO P>�30viEE rt;E ARaOTEc 11.11114 rcR Ni AtPKOVAL Wow PRocaoit i I TLl NE WOFX TOR 18 IFOPCNOIKE FQR >Net ALL NECE8848Y t;E3, 1143 Fp GNANGE6, ,sa F' GEEOINi ITN T GTc;, ALbo 1'ke 16.E FOR Pia c:1A a 7YAL j y ,4 p(N4 AUttIOR tiE6 PANG tip EXEcitICN GP 1 .. 4t iai ,, i ttArta t f 6 c3 6tM i A T6, ca T m, Fu ca 'ERN* LICENeED To l C QJ rr/ Et8, 4 - A UCt� � 1� ir/ city as tNL� lUpFdC Do f#4 4 0110, APPROVAL 13Y WILDING AUt1-CRtto. I I' 0 I 0 1 f f I f II I t f f. j 04. 5 .9-g t—VeJ ik Aet kA61 G I,ot Ib AND ALL Lotb i9 av0 ? ®, BLOCK 50,1 ' � P 1't ► 44 FIAT 114eRect A6 REC01apED PLAT FLORIDA f0. PAGE 31 oADO COUNTY, 1$ 8 ' )(.6' ccNc cWa13 11,1/M5 CCNt. WELL EA v E R PERYfau6 BRicK PAVER$ ortR 2 .AND FILL R PAVER DETAIL • • 6' LAYER cP WELL CC* IPACtED L fi1EROc ( MANUEL REUS, R.A STATE OF FLORIDA ' 11 001 141P ARQ. JORGE LOYNAZ, DESIGN SERVICES RESIDENTIAL DESIGN - INTERIOR DESIGN 1223 DICKINSON DRIVE MIAMI, FL. 33146 PH. (306) 284-6080 NODALCO ENGINEERING INC. STRUCTURAL CONSULTANT 4682 N. HIATUS ROAD SUNRISE, FL. 33361 PH. (964) 741 -2672 VVIN INNOVATIVE ENGINEERING INC. MECHANICAL CONSULTANT 6632 NW 72nd. AVENUE MIAMI, FLORIDA PH. (306) 888 -9628 ING. HENRY VIDAL ELECTRICAL CONSULT '', NT 167 NE 39tH STREET MIAMI, FL. 33137 PH. (306) 671-1860 SITE PLAN ,uJ -I SITE PLAN i ARCHITECTURAL A•I EXISTING 4 DEMOLITION FLOOR PLAN A -2 PROPOSED FLOOR PLAN A -3 ELEVATIONS A -4 SECTIONS A4 SCHEDULES 4 DETAILS a 1 STRUCTURAL S -I FOUNDATION PLAN, SCHEDULES t DETAILS 9-2 SECOND FLOOR PLAN, DETAILS 4 NOTES 6-3 ROOF PLAN, SCHEDULE, DETAILS t NOTES S -4 SECTIONS g - v im r=1- 3 -Nc3Rt _ \- -) FOR rrot architectv fe 3 MIAMI IND EWE DEL NG I interior design MECHANICAL M -I NVAC NOTES, DE TAILS 4 SCHEDULES M -2 PROPOSED HVAC FLOOR PLAN ELECTRICAL ' El RISER, PANEL 4 NOTES E -2 PROPOSED ELECTRICAL PLAN � J �� \ ►--