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PLANSr 1;4 P1 ALES ARE MADf FROM 18 A 20 GA GRADE 'A' (ASTM A448-72) FUN DIPPED GALVANIZED STEEL APPI 7 PLAIDS T11 80111 IA(.f5 AT EACH JOINT AND PLACE AS SHOWN PANEL SPLICES MUST BE 1111 411 Al II( 1 NI) 1 4 POINT CAMPER 114 PER 15 01 SPAN MIN LUMBER SHALL BE CULLED TO TI 1 ^,n 1 11 nIJSI r'; 111', ON PIECES V,iIH 4 SI PP( 01 GRAIN STIEPER THAN 014108 544 00 " 1 .1 "a' 1 W1'11110 111 TAIWAN' 1111 4 11 11 I IlhRlf R 11 15 1111 RESPONSIBILITY Of GIHERS 'n DT II T !m,l nmr AI 1 NMI 11',1 LOW OHM 10 1HE ARCH PLANS AND ALL LOADS UTILIZED HERE JT RERCT MIN BRG 1 -1666 8.00' 6 -2106 2.58' 3 -0 -0 3 -6 -0 MEET OR EXCEED THE ACTUAL DEAD LOADS SPECIFIED AND/OR IMPOSED ON THE STRUCTURE, AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS TOP AND BOT- TOM CHORDS SHALL BE ADEQUATELY BRACED IN 141E ABSENCE OF PLYWOOD SHEATHING OR RIGID CEIL- ING RESPECTIVELY THE BEARING CONNECTIONS AND THE USE OF THIS COMPONENT SHALT BF SPECIFIED BY THE DESIGNER 01 THE COMPLEIE STRUCTURE ERECTION BRACING IS 801 SIR)WN ONLY THE STRUCfUIIAL BRACING REQUIRED OF SPECIFIC TRUSS MEMBERS IS SHOWN HERE FURNISH A COPY OF 7 -0 -8 CONNECT THE CENTER LINE OF CHORDS 1: WEBS WITH 16 -D NAILS RT 12' 0/C CLINCHED. RDD ONE NAIL PER 10' OF SPAN CARRIED RT EACH JOINT 2' 0/C 7 -8 -0 3 -6 -0 5 -8 3 7 3 -4 898 LBS. lir 1- 6 TOP 2X4 t2 KD15 S0. PINE 1- 6 BTM 2X4 42 1015 S0. PINE RLL WEBS 2X4 41.2 015 S0. PINE THIS DESIGN TO ERECTION CONTRACTOR TCA ACCEPTS RESPONSIBILITY ONLY FOR THE DESIGN OF THIS TRUSS. AND NOT FOR 1HE FABRICATION. HANDLING. STORAGE. TRANSPORT Al l ^'1 ERECTION OF SUCH THERE SHALL BE NO WARRANTIES OF THIS DESIGN. EXPRESS 0 II: Pl IF V 1 • ALL SPECS FOR LUMBER AND TCA PIAIES ARE FOLLOWED AND ALL APR [CAN P1111.I "UST 85' "DWI 76 ". and HE1.80 BY TPI ARE ME WARNING: EXTREME CARE IS REQUIRED IN THE HANDLING. ERECTION. ANU BRACING 01 111)1.. 8 -6 -0 4 -3 -8 4 -3 -0 3 -4 3 -5 4 5 8 3 -10 4 -3 -8 4 -3 -8 15 -6 -0 TC -LL 30 1 873101232 HG1 DA I • 1 \ -I ('I I% 1lNI 4R'S 14N ACING A TTACHED WITH 2LID NAILS •• 2 X 4 "T" BRACING ATTACHED WITH BD NAILS 3" 0.C. + DENOFF_S IR GA. PLATES DESIGNED (2) MEMBERS CONNECTED TOGETHER. TC -DL 15 Gl � N ECKED BC -DL 18 UNITED WOOD TRUSS CRAVEN RES. 11/ 6/87 DATE UL 6 3 -4 DUR.FER. ( SPACING 1.33 7N1038 DRAWING ■rl TCA T G°3UMN C'OGACNv EE TOG°2M Ofd AMIEG°30CMA DESIGN CALCULATIONS SP 15- 6- 0 BR 8.00 2.50 TP 4.00 0.00 BP 0.00 0.00 DRAWING NO.: 7N1038 TRUSS NAME: HG1 UNITED WOOD TRUSS * CRAVEN RES. MEM FORCE LUMBER LOAD Fb Fc:Ft Q LBS SIZE PLF PSI PSI 3= TOP CHORD MEMBERS 1- 2 -4291 2X 4 2- 3 -3821 2X 4 3- 4 -2716 2X 4 4- 5 -2716 2X 4 5- 6 -1897 2X 4 BTM CHORD MEMBERS 1- 7 4071 2X 4 7- 8 3625 2X 4 8- 6 0 2X 4 WEB MEMBERS 2- 7 -470 2X 4 7- 3 1153 2X 4 3- 8 -1037 2X 4 8- 4 -812 2X 4 8- 5 3099 2X 4 90.0 2061 90.0 2061 202.5 2015 202.5 2015 0.0 2061 20.0 2061 45.0 2061 45.0 2061 0.0 2058 0.0 2061 0.0 2020 0.0 2061 0.0 2061 T C A * ** THIS TRUSS CONSISTS OF 2 MEMBERS * ** MAXIMUM LIVE LOAD DEFLECTION AT JOINT 7 = JOINT TOTAL OEF. DEAD DEF. 1 0.0000 0.0000 2 .1099 .0499 3 .1171 .0532 4 .0839 .0381 5 .0032 .0014 6 0.0000 0.0000 7 .1190 .0541 8 .0826 .0375 Friday, Nov 6 1987 R5.9 QTY 1 # OF PLYS 2 LOH 3- 0- 0S ROH 0- 0- 0P L -BUTT 0- 4 R -BUTT 0- 0 REF# 873101232 * P /AF M /SF CSI P BND NBR M LEN BRC 530 0.90 0.27 0.09 0.35 P 3.150 0 530 0.90 0.24 0.09 0.32 P 3.150 0 475 0.90 0.18 0.36 0.54 M 4.250 0 475 0.90 0.18 0.36 0.54 M 4.250 0 530 0.00 0.12 0.00 0.12 0.000 0 197 1.00 0.32 0.08 0.40 197 1.00 0.29 0.17 0.46 197 1.00 0.00 0.09 0.09 485 0.00 0.03 0.00 0.03 197 0.00 0.09 0.00 0.09 396 0.00 0.07 0.00 0.07 530 0.00 0.05 0.00 0.05 197 0.00 0.25 0.00 0.25 5.700 0 5.700 0 4.146 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 .06 in. ALLOWABLE= .47 in. LIVE DEF. ALLW DEF. CONC. LOADS (LBS) 0.0000 0.0000 0.00 .0599 .2333 0.00 .0639 .4667 0.00 .0458 .2833 0.00 .0017 .0017 0.00 0.0000 0.0000 0.00 .0649 .4667 898.33 .0450 .2833 0.00 __ F14 PL A 1 S ARE MADE {ROM 186 GA GRADE A "(ASTM 4146 .72) HOT DIPPED GALVANIZED STEEL APP)v P1 ADS t0 HOIH FACES AI EACH JOINT AND PLACE AS SHOWN PANEL SPLICES MUST BE L or 4111) A 1 1141 ENO 1'4 PONT CAMBER 114 PER 15 OF SPAN MIN LUMBER SHALL BE CULLED TO FIIMn+n if InNpf IRLrwy,f INO1S 08 PIECES WI DA A SLOPE OF GRAIN STEEPER THAN ONE ON SIX DO ' I I i J;1 I HI', I It So,)J woo FIRE RI 1 AROAN 1 TREATED LUMBER IT IS THE RESPONSIBILITY OF OTHERS 'II OF If RMI'JF THAI Al L Owl NSIIINS CONFORM 10 THE ARCH PLANS AND ALL LOADS UTILIZED HERE MEET OR EXCEED THE ACTUAL DEAD LOADS SPECIFIED AND/OR IMPOSED ON THE STRUCTURE. AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS TOP AND 80T. TOM CHORDS SHALL BE ADEOUATELY BRACED IN THE ABSENCE OF PLYWOOD SHEATHING OR RIGID COL. ING RESPECTIVELY THE BEARING CONNECTIONS AND THE USE OF THIS COMPONENT SHALL BE SPECIFIED BY THE DESIGNER OF THE COMPLETE STRUCTURE. ERECTION BRACING IS NOT SHOWN ONLY THE STRUCTURAL BRACING REOUIRED OF SPECIFIC TRUSS MEMBERS IS SHOWN HERE FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR TCA ACCEPTS RESPONSIBILITY ONLY FOR THE STRUSTU' DESIGN OF THIS TRUSS. AND NOT FOR THE FABRICATION. HANDLING. STORAGE. TRANSPOR1AT11 ∎'. ERECTION OF SUCH. THERE SHALL BE NO WARRANTIES OF THIS DESIGN. EXPRESS OR IMPLIED ALL SPECS FOR LUMBER AND TCA PLATES ARE FOLLOWED AND ALL APPLICABLE PROVIS''.'. "051 85 ". "BWT -76 ". and "HET -80" BY TPI ARE MET WARNING: EXTREME CARE IS REOUIRED IN THE HANDLING. ERECTION, AND BRACING OF TRU` •' 1 JT RERCT MIN BRG 1 -1128 8.00' 4 -2712 2.50' 3 -8 -0 873101242 MG1 • 1 \ 1 ( l W I I N I ' I q'\ REFACING A I I ACIII 14 WI FH 2 PI) NAILS T C A T Q 1LJJ H M 1 1 CONNECT THE CENTER LINE OF CHORDS & WEBS WITH 16 -D NAILS RT 12' 0/C CLINCHED. ADD ONE NAIL PER 18' OF SPRN CARRIED AT EACH JOINT 2' 0/C 1 2 X 4 "T" BRACING ATTACHED WITH 81) NAILS 1" 0 C . 7 -1 -12 12 7 -0 -0 9 -0 -0 9 -8 -0 1- 4 TOP 2X4 t2 KD15 S0. PINE 1- 4 BTM 2X4 t2 KD15 S0. PINE ALL WEBS 2X4 t2 KD15 S0. PINE + DENOIES 1P GA PLATFS 3 -7 3 -4 mi7 2850 LBS 1 1 2 TC -LL TC -DL 30 15 On& DESIGNED 1 -10 -4 2 -0 -0 CHECKED 1 3 -4 3 4 3 -4 1 BC -DL 10 UNITED WOOD TRUSS CRAVEN RES. DUR.FTR. 1.33 11/ 6/87 DATE 7N DRA (2) MEMBERS CONNECTED TOGETHER. SPACIM, 1039 WING \II DESIGN CALCULATIONS SP 9- 0- 0 BR 8.00 2.50 TP 4.00 4.00 BP 0.00 0.00 DRAWING NO.: 7N1039 TRUSS NAME: MG1 UNITED WOOD TRUSS * CRAVEN RES. MEM FORCE LUMBER LOAD Fb Fc:Ft Q LBS SIZE PLF PSI PSI TOP CHORD MEMBERS 1- 2 -2122 2X 4 2- 3 0 2X 4 3- 4 -81 2X 4 BTM CHORD MEMBERS 1- 5 2013 2X 4 5- 4 2013 2X 4 WEB MEMBERS 2- 5 2654 2X 4 4- 2 -3093 2X 4 ========================== MAXIMUM LIVE LOAD DEFLECTION AT JOINT 5 = .02 in. ALLOWABLE= _=. JOINT TOTAL DEF. 1 0.0000 2 .0234 3 .0002 4 0.0000 5 .0279 ___ T C A * ** THIS TRUSS CONSISTS OF 2 MEMBERS * ** Friday Nov 6 1987 R5.9 QTY f * OF PLYS 2 LOH 3- 0- OS ROH 0- 0- 0P L-EUTT 0- 4 R -BUTT 0- 0 REF* 873101242 P /AF M /SF CSI P BND NBR M LEN BRC = = == 90.0 1942 1336 0.90 0.15 0.29 0.44 M 5.634 0 90.0 2061 1336 0.90 0.00 0.27 0.27 M 5.634 0 0.0 2061 1530 0.00 0.01 0.00 0.01 0.000 0 20.0 2061 1197 1.00 0.16 0.08 0.24 5.700 0 20.0 2061 1197 1.00 0.16 0.08 0.24 5.700 0 0.0 2061 1197 0.00 0.21 0.00 0.21 0.000 0 0.0 2061 1530 0.00 0.19 0.00 0.19 ' 0.000 0 .13 in. = _ == ==== DEAD DEF. LIVE DEF. ALLW DEF. CONC. LOADS (LBS) 0.0000 0.0000 0.0000 0.00 .0107 .0128 .1333 0.00 .0001 .0001 .0001 0.00 0.0000 0.0000 0.0000 0.00 .0127 .0152 .1333 2850.00 x= ;EA PIA IFS ARE man( FROM 18 6 20 GA GRADE A" TASTM 4446-72) HOT DIPPED GALVANIZED STEEL MEET OR EXCEED THE ACTUAL DEAD LOADS SPECIFIED AND/OR IMPOSED ON THE STRUCTURE, AND THE THIS DESIGN TO ERECTION CONTRACTOR. TCA ACCEPTS RESPONSIBILITY ONLY FOR THE S1fl '.IYY APPLY PL A TES 10 80114 FACES At EACH JOINT AND PLACE AS SHOWN PANEL SPLICES MUST BE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS. TOP AND ROT- DESIGN OF THIS TRUSS. ANO NOT FOR THE FABRICATION. HANDLING. STORAGE. IRANSPORIATUN'1 101,4111) A t 144E 11111 vA POINT CAMBER 1,1 PER 15' OF SPAN MIN LUMBER SHALL BE CULLED TO TOM CHORDS SHALL BE ADEOUATELY BRACED IN THE ABSENCE OF PLYWOOD SHEATHING OR RIGID CELL- ERECTION OF SUCH THERE SHALL BE NO WARRANTIES OF THIS DESIGN. EXPRESS OR IMPI1E0 U . I1 IIAINAIT 1 ARIA 0111 OW KNITS OR PIECES WITH A SLOPE OF GRAIN SLEEPER THAN ONE ON SIX DO ING RESPECTIVELY THE BEARING CONNECTIONS AND THE USE OF THIS COMPONENT SHALL BE SPECIFIED ALL SPECS FOR LUMBER AND TCA PLATES ARE FOLLOWED AND ALL APPLICABLE PRUVtyn', , ' 'III' 11M 144 15111SIGN W1111 FIRE RETARDANT TREATED LUMBER IT 15 THE RESPONSIBILITY OF OTHERS BY THE DESIGNER OF THE COMPLETE STRUCTURE ERECTION BRACING IS NOT SHOWN ONLY THE "OSS1.85 ", "BWT•76 ", and "HET-80" BY•TPI ARE MET IN 111 IERMIN THAI All DIMENSIONS CONFORM II) THE ARCH PLANS AND ALL LOADS UTILIZED HERE STRUCTURAL BRACING REQUIRED OF $PECIFIC.TRUSS MEMBERS 15 SHOWN HERE. FURNISH A COPY OF WARNING: EXTREME CARE IS REOUIREO IN THE HANDLING. ERECTION. ANO BRACING OF TROT .I' 1 1 1 JT RERCT MIN BRG 8 -5292 8.00' 7 -2890 8.00' 873101250 G2 • 1 \ .1 ('4l 11 NIVR'S 118 ACING ATIACHI.I) WI EH 2.RD NAILS 5 -0 -4 1 5 -2 -0 1 5 -3 -12 5 -3 -12 5 -0 -4 5 -2 -0 CONNECT THE CENTER LINE OF CHORDS $ WEBS WITH 16 -D NAILS RT 12 O/C CLINCHED. ADD ONE NAIL PER 10' OF SPAN CARRIED AT ERCH JOINT 2' O/C 12 4 2.5 -8 v 3 -7 2 15 -6 -0 4 -0 -0 1 -3 -1F 5 -2 -0 3 -5 3 1 5 -0 -4 2 X 4'•T" BRACING ATTACHED WITH 80 NAILS 3" 0 C. 1 4 -9 4 v i 7 2712 LBS 5 -0 -4 31 -0 -0 3 -5 1 5 + DENOFES IR GA PLATES 15 -6 -0 5 -2 -0 1- 7 TOP 2X4 42 KD15 SO. PINE 1- 7 BTM 2X6 42 KD15 SO. PINE RLL WEBS 2X4 42 1015 S0. PINE 3 -4 1 6 8 9 10 5 -8 11 5 -8 12 13 3 -4 4 -7 3 -5 3 -8 3 -5 3 -5 TC -LL 30 OAG DESIGNED 12 5 -3 -12 TC -DL 15 _ CHECKED _ 4 2.5 -9 7 BC -DL 18 3 -8 -8 (2) MEMBERS CONNECTED TOGETH DU R. F f R. 1.33 UNITED WOOD TRUSS CRAVEN RES. 11/ 6/87 DATE 7N DRA TCA TMCCOHM COIOHRZ`FOG°3M OIL A,MCG OCMA • SPACING 1040 WING til DESIGN CALCULATIONS SP 31- 0- 0 BR 8.00 8.00 TP 4.00 4.00 BP 0.00 0.00 DRAWING NO.: 7N1040 TRUSS NAME: 62 UNITED WOOD TRUSS * CRAVEN RES. TOP CHORD MEMBERS 1- 2 2259 2X 4 2- 3 -1160 2X 4 3- 4 -5842 2X 4 4- 5 -7025 2X 4 5- 6 -7885 2X 4 6- 7 -7885 2X 4 BTM CHORD MEMBERS 1- 8 -2143 * 2X 6 8- 9 1101 * 2X 6 9 -10 5543 * 2X 6 10 -11 5849 * 2X 6 11 -12 5849 * 2X 6 12 -13 6665 * 2X 6 13- 7 7481 * 2X 6 WEB MEMBERS 8- 2 -5784 2X 4 9- 2 3263 2X 4 9- 3 -5338 2X 4 10 -'3 1036 2X 4 10- 4 -433 2X 4 11- 4 3115 2X 4 4 -12 1154 2X 4 12- 5 ' -717 2X 4 5 -13 981 2X 4 13- 6 -445 2X 4 == MEM FORCE LUMBER LOAD Fb Fc:Ft Q P /AF M /SF CSI P 9ND NBR LBS SIZE PLF PSI PSI M LEN BRC == =7= -_= = == -3a = == TOTAL DEF. 1 -.0178 2 .0301 3 .1949 4 .2661 5 .3144 6 .2889 7 0.0000 8 0.0000 9 .0341 10 .1974 11 .2776 12 .3126 13 .2864 JOINT 90.0 2061 90.0 2061 90.0 1890 90.0 1856 90.0 1831 90.0 1887 T C A 122.0 1729 596 75.0 1729 898 105.0 1729 898 190.0 1729 898 20.0 1729 898 20.0 1729 898 20.0 1729 898 Friday, Nov 6 1987 R5.9 QTY 1 It OF PLYS 2 LOH 3- 0- OS ROH 3- 0- OS L -BUTT 0- 4 R -BUTT 0- 4 REF 873131250 7 197 0.79 0.18 0.17 0.35 M 5.040 0 530 0.85 0.07 0.21 0.28 P 5.167 0 445 0.79 0.39 0.19 0.58 M 5.167 0 445 0.79 0.46 0.20 0.66 M 5.167 0 445 0.79 0.52 0.20 0.72 M 5.167 0 463 0.79 0.51 0.17 0.68 M 4.842 0 0.0 2061 1530 0.00 0.36 0.00 0.36 0.0 2061 1197 0.00 0.26 0.00 0.26 0.0 1640 1171 0.00 0.43 0.00 0.43 0.0 2061 1197 0.00 0.08 0.00 0.08 0.0 2020 878 0.00 0.05 0.00 0.05 0.0 2061 1197 0.00 0.25 0.00 0.25 0.0 2061 1197 0.00 0.09 0.00 0.09 0.0 2061 1496 0.00 0.05 0.00 0.05 0.0 2061 1197 0.00 0.08 0.00 0.08 0.0 2061 1530 0.00 0.03 0.00 0.03 * ** THIS TRUSS CONSISTS OF 2 MEMBERS * ** MAXIMUM LIVE LOAD DEFLECTION AT JOINT 12 = .17 in. ALLOWABLE= .00 0.08 0.09 0.17 .00 0.07 0.09 0.17 .00 0.37 0.16 0.53 . 00 0.39 0.29 0.69 .00 0.39 0.03 0.43 . 00 0.45 0.03 0.48 .00 0.51 0.03 0.53 DEAD DEF. LIVE DEF. ALLW DEF. -.0081 -.0097 .2667 .0137 .0164 .0778 .0886 .1063 .4222 .1209 .1451 .7667 . 1429 .1715 .6889 . 1313 .1576 .3444 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 .0155 .0186 .0778 .0897 .1077 .4222 .1262 .1514 .7667 . 1421 .1705 .6889 .1311 .1573 .3444 7 77 3.600 0 4.650 0 5.167 0 5.167 0 5.167 0 5.167 0 4.833 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 .69 in. CONC. LOADS (LBS) 270.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2712.00 0.00 0.00 LUMBER (HIP) TOP CHORD No.2 AD So. Pine BTM CHORD No.2 AD So. Pine WEB MEMBS No.3 Ili] So. Pine UP TO '7 2.5 -8 2 A 17 FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR 3-4 N 9' - 10 H I P 17 SLOPE SMITH•GRIP II PLATES ARE MADE FROM 18 A 20 GAUGE. GRADE "A'• (ASTM A446.72) PRIME. HOT DIPPED GALVANIZED STEEL. NET VALUE IS 234 PSI ON SO. PINE OR DOUGLAS FIR. AIID 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BON FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN ALL•OFF -JOINT SPLICES MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB- RICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS & PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. 0 C A BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. 1 PREVENT TOPPLING AND DOMINOING. WHERE NO SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY. THEY SHALL BE BRACED AT 3'•0" O.C. MAXIMUM. WHERE NO RIGID CEILING - IS APPLIED 10 BTU. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'•0•' 0.C. MAZIMUM.ALI. ADDITIONAL BRACINGINDICATEDMUST BE INSTALLED AS PART OF THE PERMANENT STRUCTURE. CAMBEA"- Lc' /60. LUMBER SHALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE ON 510. PLATE SIZES SNOWN ARE MINIMUM REQUIRED .THEYSHOULD BE SUITABLY INCREASED TO ALLOW FOR INACCURATE PLAC(M (NT. 11 4110(7776. ETC.•174C0N1IN000SBRACING ATTACHED WITH 2.10 NAILS MIN.••114 "1 "BRACING ATTACHED WITNID HAILS 3 "ONCIA. MAX. 2.5-8 2 1 N 1' 1 1' U 1' 1; HT -2 5' - 01/2 HT -1 LEFT & RIGHTS 0E00.) LUMBER (HT) TOP CHORD No.2 AD So. Pine BTM CHORD 12 No.3 ID So. Pine UP TO 7 2.5-5 s1 T 45' PLUMB COMPOUND CUT I.C.•LL 30.0 SIRESS INC 33 LUMBER (ALL OTHERS) . No.3 ID So. Pine T.C.•D.L. 15. 0 SPACING 2.0 MINIMUM GRADES OF LUMBER 2.5-5 B.C.•D.L. 10.0 SCALE TRUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIA'• "I, Fl 33155 HIP & JACK ENDS DESIGNED TCA CHECKED i DATE 11 - 21 - 79 tC) HI.00028 0 SAME AS H-1 H.1 HIP TRUSS 1H 1 1 H 1H 1H 1H HTO 0 N I 1 ti, ,.0-2 ..0-2 t a ..'+ N x HT. LUMBER (HIP) TOP CHORD No.2 AD So. Pine BTM CHORD No.2 AD So. Pine WEB MEMBS No.3 Ili] So. Pine UP TO '7 2.5 -8 2 A 17 FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR 3-4 N 9' - 10 H I P 17 SLOPE SMITH•GRIP II PLATES ARE MADE FROM 18 A 20 GAUGE. GRADE "A'• (ASTM A446.72) PRIME. HOT DIPPED GALVANIZED STEEL. NET VALUE IS 234 PSI ON SO. PINE OR DOUGLAS FIR. AIID 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BON FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN ALL•OFF -JOINT SPLICES MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB- RICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS & PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. 0 C A BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. 1 PREVENT TOPPLING AND DOMINOING. WHERE NO SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY. THEY SHALL BE BRACED AT 3'•0" O.C. MAXIMUM. WHERE NO RIGID CEILING - IS APPLIED 10 BTU. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'•0•' 0.C. MAZIMUM.ALI. ADDITIONAL BRACINGINDICATEDMUST BE INSTALLED AS PART OF THE PERMANENT STRUCTURE. CAMBEA"- Lc' /60. LUMBER SHALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE ON 510. PLATE SIZES SNOWN ARE MINIMUM REQUIRED .THEYSHOULD BE SUITABLY INCREASED TO ALLOW FOR INACCURATE PLAC(M (NT. 11 4110(7776. ETC.•174C0N1IN000SBRACING ATTACHED WITH 2.10 NAILS MIN.••114 "1 "BRACING ATTACHED WITNID HAILS 3 "ONCIA. MAX. 2.5-8 2 1 N 1' 1 1' U 1' 1; HT -2 5' - 01/2 HT -1 LEFT & RIGHTS 0E00.) LUMBER (HT) TOP CHORD No.2 AD So. Pine BTM CHORD 12 No.3 ID So. Pine UP TO 7 2.5-5 s1 T 45' PLUMB COMPOUND CUT I.C.•LL 30.0 SIRESS INC 33 LUMBER (ALL OTHERS) . No.3 ID So. Pine T.C.•D.L. 15. 0 SPACING 2.0 MINIMUM GRADES OF LUMBER 2.5-5 B.C.•D.L. 10.0 SCALE TRUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIA'• "I, Fl 33155 HIP & JACK ENDS DESIGNED TCA CHECKED i DATE 11 - 21 - 79 tC) HI.00028 0 SAME AS H-1 LOADING A 221 F B 300 C C 1317 H D 1023 E 1249 A 326 226 226 12 4. 0 A -B -10093 B-C -9632 C -D -12045 D -E -12044 45.12 B 84.00 FORCES A ^F 9575 F-C 9137 G -H 12045 FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR 38.87 B -F -464 4.50 L C -F 480 C-G 3164 D-0 ^1023 C1 3 -5 F X -10 B/F N O T E : : STAGGER SPLICES BY TURNING TRUSSES AROUITD 180 DEGREES PRIOR TO CONNECTING MEMBERS TOGETHER. 1 SMITH -GRIP II PLATES ARE MADE FROM 18 & 20 GAUGE. GRADE "A' (ASTM 4446.72) PRIME, HOT DIPf ED GALVANIZED STEEL. NET VALUE IS 234 PSI ON SO. PINE OR DOUGLAS FIR, AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN ALL OFF•JOINT SPLICES MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAD• RICATION SHALL DE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS 8 PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. T C A BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. TO I PREVENT TOPPLING AND DOMINOING. WIICRE NO SHEATHING I5 APPLIED TO TOP CHORDS DIRECTLY, THEY SHALL BE BRACED AT 3' -0" 0.C. MAXIMUM. WHERE NO RIGID CEILING IS APPLIED TO BTM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'•0" O.C. M1XIMUM.ALL ADDITIONAL BRACING INDICATED MUST RE INSTALLED AS PART OF THE PERMANENT STRUCTURE.CAMBER " - Lc' /60. LUMBEP.SHALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE ON SIX. PLATE I SIZES SHOWN 886 MINIMUM REQUIRED.TIIEY 500010 BESUITABLY INCREASED TO ALLOW FOR INACCURATE PLACEMENT ,HANDLING, ETC.*104CONTIN000SBRACING ATTACHED WITH 2-80 NAILS HIN.•*104 "3 "BRACING ATTACHED WITH 8D NAILS 3 "00CTR. MAX. 29' 8" TOTAL SPAN REACT IONS A -3413 62.08 62.08 T.C.•LL C, A 4 � y 5 L, 30.0 's 7.1P STRESS INC INSTIT TOP CH3RD BTM C.3RD WEB MEMBS 2X 4 2X 4 2X 4 33 X MINIMUM GRADES OF LUMBER SOUTHERN AIR DRIED PINE SIP FLT FLT TPI -78 T C T C B C NO 1 DENSE 29' 8' 28' 8' 29' 8' NUMBER 1 29' 8' 27' 4' 28' 2' NO 2 DENSE 29' 8 26'11' 27'10' NUMBER 2 29' 8' 25' 3' 25' 9' DESIGNED TO SUPPORT OPEN -END JACKS 2.5 - 6 4 -6 0 N 5 - 9 (I8)SP5 -16 G T.C..D.L 15.0 N0. 1 D. KD S0. N0. i D. AD S0. NUMBER 3 KD S0. BLOC K B.C.•D.L 0.50 PINE PINE PINE DESIGNED TCA 63.83 63.83 CHECKED KILN DRIED SLP FLT FLT TC TC BC 29' 8' 29' 8' 29' 8' 29' 8' 28' 5' 28'11' 29' 8' 27'11' 28'10' 29' 8' 26' 8' 26'10' TWO COMPLETE TRUSSES REQUIRED - SPIKED TOGETHER WITH 16D NAILS AT 12 INCHES ON CENTERS CLINCHED STMM. ABOUT CENTER LINE EXCEPT AS SHOWN U BLOCK 3 ROWS El 2- 4 Hi 5 -12 lo.o ' RUSS C ONNECTORS of MERICA SPACING SCALE 2675 S.W. 69th COURT MIAMI, FL. 33155, HIP GIRDER TRUSS 4 ;i2 7'SETBACK • DATE DRAWING NO. 02-04 -80 HG47213D -2` LOADING A 286 E 159 B 390 F 159 C 517 D 688 A 2 .9 FORCES R/F REACTIONS A -B -3371 A-E 3198 B -E -606 2.70 L A -1352 B -C -2768 E -F 2626 C-E 358 C -D -2626 57.12 B 108.00 FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR 50.87 rtn•GRIP II PLATES ARE MADE FROM 18 8 20 GAUGE. GRADE "A" IASTM 8446•12) PRIME, IIOT DIPPED GALVANIZED STEEL. •VALUE IS 234 PSI ON SO. P■NE OR DOUGLAS FIR, AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES T7GSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN 'JFF•JOINT SFLICES 'IIIST BE LOCATED AT A DISTANCE OF 1/4 OF TILE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB• 2 SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS & PLATES. THIS DRAWING CF TRUSS FABRICA110N ONLY. T C A BEARS NO RESPONSIBILITY FOR TIIE ERECTION OF TRUSSES. PERSONS ERECTING SUCH ,;;: S ARE CAUTIONED TO SEEK PROTESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS RCQD. TO :IFN1IUPPLING AND DOMINOING. WHERE NO SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY, THEY SHALL BE BRACED AT • 0 C. MAXIMUM. WHERE NO RIGID CEILING IS APPLIED 10 BTM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'•0" 0.C. 'n ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART OF THE PERMANENT STRUCTURE.CAMBER "- Lc' /60. .. " PE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN OHE ON SIX. PLATE SHOWN ARE MINi:AUM REQUIRED.THEY SHOULD DESUITABLY INCREASED TO ALLOW FOR INACCURATE PLACEMENT ,HANDLING, •:14CO4TINu0'JSIIPACING ATTACHED W1111 2.80 NAILS MIN.••IX4 "1'DRACING ATTACHED WITH RD NAZIS 3"ONCTR M4k 2 5 -9 E 25' 3" TOTAL SPAN 5- of INSTITUTE SOUTHERN AIR DRIED KILN DRIED - PINE SIP FLT FLT SIP FLT FLT TPI -78 TC TC BC TC TC BC NO 1 DENSE 25' 3' 24'11' 25' 3' 25' 3' 25' 3' 25' 3' " NUMBER 1 25' 3' 24' 5' 25' 3' 25' 3' 24' 9' 25' 3' NO 2 DENSE 25' 3' 24' 3' 25' 3' 25' 3' 24' 7' 25' 3' NU1IDER 2 25' 3' 23' 8' 25' 3' 25' 3' 24' 1' 25' 3' T.C.•LL T.C.•D.L 50.0 15.0 STRESS INC SPACING 33 X 2.0 MINIMUM GRADES OF LUMBER 87 00 87.00 B.C.•D.L 10.0 SCALE 0.50 TOP CH3RD 2X 4 NO. 1 D. KD S0. PINE BTM CHJRD 2X 4 NUMBER 2 AD S0. PINE WEB MEMBS 2X 4 NUMBER 3 KD S0. PINE STMM• ABOUT CENTER LINE EXCEPT AS SHOWN DESIGNED TCA 3 -6 4 -8 2.5-5 F ' BUSS ©ONNECTORS of / MERICA 2675 S.W. 69th COURT MIAMI, FL. 33155 I HIP TRUSS 4;12 9'SETBACK CHECKED DATE 02-01 -80 • I DRAw'i■:G NO. H490211.3 LOADING A 298 E 107 9 480 F 123 C 555 G 126 0 692 A 2. A-B -3998 B -C -3087 C -D -2928 FORCES A-E 3793 E-F 3793 F -G 2928 69.12 B- E B- F C- F ' FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR 2 E 107 -915 422 B/F REACTIONS L 93 L A 1563 62. C 29' 1" TOTAL SPAN in GPIP II PLATES ARE MADE FROM 18 8 20 GAUGE, GRADE "A" (ASTM A446.72) PRIME, HOT DIPPED GALVANIZED STEEI . VALUE IS 234 PSI ON S0. PINE OR DOUGLAS FIR, AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES . 1:',iSS AT EACH 1011,1. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SIIOWN L JrF•JOINT SPLICES MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PA•11 LENGTH FROM THE JOINT. CUTTING AND F66• . ATICN SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS 8 PLATES. THIS DRAWING • .R TRUSS FABRICATION ONLY. T C A BEARS NO RESPONSIBILITY FOR THE ERECTION OF TP.USSES. PERSONS ERECTING SUCH S:S PRE CAUTIOh`0 TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. 1'0 • ['.T TOPPLING AND OOMINOINC. WHERE NO SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY, IIIEY SHALL DE BRACCU AT 0 C. MAXIMUM. WHERE 1,0 RIGID CEILING IS APPLIED TO BIM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10••0" 0.C. ',',,'d 411 AD OIT'ONAL884CINGINDICAICUMUST BF. IIISTALIEI) 45 PART OF THE PERMANENT SIRUCIURCCAMBER "— Lc' /6U • , ^•.ilALL BE CU 10 ELMINAIE LARGZ KNOTS OR PIECES WIPI A SLGPE OF GRAIN STTE.PCR THAN ONE ON SIX. PI ATE OWN ARE MI11.MUMAiQUIREO.THEYSHDUID RESUITABLY INCREASED TO ALLOW FOR INACCURATE PLACEMENT•HINDLNG •,.4r•ON1'NLOIISG846ING 11TACIltD WITH 2 SO MAUI MIN ••184 "1 "Br.ACING ATTACHED W ITN 80 NAILS 3 "ONCIR MAX. T.C. LL T.C. -D.L. p � y , .J0.0 15.0 't '_ter 2.AL STRESSING SPACING 1 2v STI T UTE TOP CH3RD BTM CH3RD WEB MEMBS SOUTHERN AIR DRIED KILN DRRIED • PINE SLP FLT FLT SLP FLT FLT TPI -78 TC TC BC TC TC BC NO 1 DENSE 29' 1' 28' 9' 29' 1' 29' 1' 29' 1' 29' 1'" NUMBER 1 29' 1' 28' 3' 29' 1' 29' 1' 28' 7' 29' 1' NO 2 DENSE 29' 1' 28' 0' 29' 1' 29' 1' 28' 5' 29' 1' NUMBER 2 28' 6' 27' 6' 29' 1' 29' 1' 27'11' 29' 1' 2.5 -9 F 33 X 2.0 MINIMUM GRADES OF LUMBER 85.00 2X 4 N0. 1 D. KD SO. PINE 2X 4 NUMBER 2 AD SO. PINE 2X 4 NUMBER 3 KD SO. PINE SYMM• ABOUT CENTER LINE ll, EXCEPT AS SHOWN SCALE 0.37 4 -6 D 4 -8 2.5 -5 G MAIL 'TRUSS CONNECTORS of ; AMERICA 2675 S.W. 69th COURT MIAMI, FL. 33155 i HIP TRUSS 4 =i2 11'SETBACK EC DATE ATE I G+ AXI �G A0. 01-02-80 H4112210 DESIGNED T CA GRADES AND SPECIES TPI-78 DENSE SEL STRL SOUTHERN PINE SEL STRUCTURAL SOUTHERN PINE NUMBER 1 DENSE SOUTHERN PINE NUMBER 1 SOUTHERN PINE NUMBER 2 DENSE SOUTHERN PINE NUMBER 2 SOUTHERN PINE DENSE SEL STRL DOUGLAS FIR SEL STRUCTURAL DOUGLAS FIR NUMBER 1 DENSE DOUGLAS FIR NUMBER 1 DOUGLAS FIR AIR DRIED TOP BTM 31' 2" 31'11" 29' 9" 30' 0" 28' 2" 27' 4" 24' 9" 31' 9" 29' 3" 31'11" 30' 4" 30' 5" 28' 5" 27' 7" 25' 2" 27' 7" 25' 3" 22' 1" KILN DRIED TOP BTM 31'11" 31'11" 31'11" 31'11" 31'11" 31'11" 31'11" 31'11" 31'11" 31'11" 29'10" 31'11" 29' 3" 25' 5" 30' G" 30'10" 29' 4" 28'10" 26' 9" 31'11" 31' 2" 31' 4" 29' 9" 29' 26'11" 28' 6" 26'11" 23' 8" 31'11" 31' 2" 31'11" 31'11" 11" 31'11" 31'11" 31' 6" 31' 11" 30'10" 26'10" NUMBER 2 DENSE DOUGLAS FIR NUMBER 2 DOUGLAS FIR SEL STRUCTURAL HEM - FIR NUMBER 1 HEM - FIR NUMBER 2 HEM - FIR HEEL PLATES PLATE SIZE MAX SPAN 2.5-10 31'11" 2.5 -9 30' 8" 2.5 - 27' 3" 2.5-7 23' 1 1 " 2X. BRG.PL BY OTHERS FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR 12 4.0 L� B 2. .. 2 2 9 0 3 12.0 12 LOADING A 468 E 207 B 703 SMITH•GRIP 11 PLATES ARE MADE FROM 18 & 20 GAUGE, GRADE "A" (ASIM 8446.72) PRIME. 110T DIPPED GALVANIZED STEEL. NET VALUE IS 234 PSI ON SO. PINE OR DOUGLAS FIR, AND 212 P51 ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN All OFF•J01NT SPLICES MUST BE LOCATED AT A DISTANCE OF 114 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB. RICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS & PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. T C A DEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED TO SEER PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. TO PREVENT TOPPLING AND DOMINOING.WHERE NO SHEATHING 15 APPLIED TO TOP CHORDS DIRECTLY, THEY SHALL BE BRACED AT • 3 %0" 0.C. MAXIMUM. WHERE NO RIGID CEILING IS APPLIED TO BTM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'.0" 0.C. MAXIMUM.ALL ADDITIONAL BRACING INDICATED MUST 801851ALLEDAS PART OF THE PERMANENT STRUCTURE .CAMBER ". 11'/60. LUMBER SHALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE ON SIX. PLATE 511(5 SHOWN *8061 INIMUM !(QUIRED.TI4(V SHOULD BE SUITABLY INCREASED TO ALLOW FOR INACCURATE PLACEMENT, HANDLING, EIC.•111 CONTINUOUS (TRACING ATTACHED WIIN 2.8D NAILS MIN.••IX4 "1 "BRACING ATTACHED W111180 NAILS 3 "ONCTR. MAX. 2.5- 6 31'II" 2.5 - 5 30 ' 4 E 31 ' 1L " MAXIMUM SPA i [ INSTITUTE A -B ••3957 A -E 3754 B -E -735 8• C -3426 E -C 1034 12 4 -5 4 -4 12.0 T.C.•LL 30.0 STRESS INC 33 X ALT - B T.C..D.L 15.0 SPACING 2.0 FORCES C 31'1I" 29'0" STM1'1. ABOUT CENTER LINE EXCEPT AS SHOWN B.C.•D.L 10.0 SCALE 0.37 ..I0P CHORD BTM CHORD WEB HEMS MINIMUM GRADES OF LUMBER 2X 4 2X 4 2X 4 SEE LBR CHART SEE LBR CHART NO. 3 KO S.P. DESIGNED T CA 12 X4.0 111 3 -6 5 - ALT - E DATE 08-17-79 REACTIONS A -1719 D ' TRUSS CONNECTORS of nMERICA 2675 S.W. 69th COURT MIAMI, FL. 33155 COMMON TRUSS DRAWING NO C4044430 2 MAX N OTE: All wedge sioned to of the be N OTE 1 Use plate the base wide. N 0 T E 2 I'- 11" MAX. NO WEDGE sizes shown drwg. except cants.are dimen- the inside edge wring plate. on 3tt Use plate sizes shown on the base drawing. For remainder of truss and complete specifications see drwg. C404443D SMIIH.CRIP 11 PLATES ARE MADE FROM IB i 20 GAUGE. GRADE •'A' IASIM A146.72) PRIME. HOT DIPPED GALVANIZED STEEL. NET VALUE 1S 231 PSI ON S0. PINE OR DOUGLAS FIR. AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO 80111 FACES Of TRUSS AT EACH 101N1. PLACE PLATES SYMMETRICALLY ABOUT 10111T UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN All OFF•JOINT SPLICES MUST BE LOCATED AT A DISTANCE OF 1/1 OF THE PANEL LENGTH FROM THE 101NT. CUTTING AND FAB. RICAIION SHALL DE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS 1 PLATES. T1IIS DRAWING IS TOR TRUSS FABRICATION ONLY. I C A BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS 'REQO. 1 PREVENT TOPPLING AND DOM11101NG.WHERf NO SHEATHING IS APPLIED TO LOP CHORDS DIRECTLY. THEY SHAH BE GRACED At 3••0•' 0.0 MAXIMUM. WHERE No RIGID CEILING IS APPLIED TO BIM. CHORDS DIRECTLY. THEY SHALL BE BRACF.D AT 10'•0" 0.C. MAIIMUM.AIL AIIQIIIONAL BRACING INDICATED MUST BE INSTALLED AS PART OF THE PERMANENT STRUCIURE.CAMBER ". le'/GO. LUMBER SHAH BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WWI A SLOPE OF GRAIN STEEPER THAN ONE ON SIX. PLATE SUES SHOWN ARE MINIMUM REQUIRED.THEY SNU1110'BE SUITABLY INCREASED TO -ALLOW FOR INACCURATE PLACEMENT,HANDLING, (PC •I 11CONTINIIOIISBRACING ATTACHED WITH 2 R0 HAZIS MIN...101 "1 "GRACING ATTACHED WITH R0 NAILS 3"ONCTR. MAX, FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR / 2� - / MAX. * BRACE FOR WEBS 4' -0" or LONGER. 12 4.0 3- 9 2'- 0" to L /6/ / L16 to L/4 L /4 3 -7 1 IJS1'I1 U1 1 \a t ' 1 5 2 _ e %O ' 3 �\2 /6 to A. \ 6 vi 2.5-4 MINIMUM GRADES OF LUMBER Card. Web: No.2 KD So. Pine ALL OTHERS 1 See corresponding drwg. 3 - 6 to 2 O" 4 -7 to L/6 5 - 7 1 0 L/4 L = 0/A S P A N ( 3 1 ' - I I " MAX.) T.C..LL T.C.•D.L. 8C.•D.L. 30.0 " 15.0 10.0 STRESS INC SPACING SCALE 33% 2.0 .37 RUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIAMI, FL. 33155 VARIABLE CANTI LEVER DESIGNED LM 317 DATE 09 -27- 81 DRAWING NO C404443bVC GIRDER SPAN FT IN 23 0 23 4 23 8 24 0 24 4 24 8 25 0 25 4 25 8 26 0 26 4 26 8 27 0 27 4 27 8 LOADING A 2886 F 4953 8 -11 —39066 8 350 C 4422 8-0 —39066 C 312 • H 4329 C -0 —31424 D 306 FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR EE ATTACHED RC SCHEDULE SPAN OF TRUSSES CARRIED 1 MEM 2 MEM 3 MEM 4 MEM 5 MEM FT IN FT IN FT IN FT IN FT IN 9 3 18 11 28 7 38 3 48 0 9 0 18 6 28' 0 37 6 47 0 8 10 18 2 27 6 36 9 46 1 8 4 17 10 26 11 36 1 45 2 8 1 17 6 26 5 35 5 44 4 7 10 17 2 25 11 34 9 43 6 7 8 16 10 25 5 34 1 42 8 7 5 16 6 25 0 33 5 41 11 7 3 16 3 24 6 32 10 41 1 7 0 15 11 24 1 32 3 40 4 6 9 15 8 23 8 31 8 39 8 6 7 15 4 23 3 31 1 38 11 6 4 15 1 22 10 30 6 38 3 6 2 14 10 22 5 30 0 37 7 6 0 14 7 22 1 29 6 37 0 2X BRG.R, BY OTHERS GIRDER SPAN FT IN 28 0 28 4 28 8 29 0 29 4 29 8 30 0 30 4 30 8 31 0 31 4 31 8 32 0 32 4 32 8 FORCES REACTIONS A—F 37062 B—F —350 A-15240 F —G 29811 F—C 8982 0 - 22860 C —C —3198 C 11-1 22860 C —D 10315 D -11 4329 \' B va ., 5 5 - 10 7-10 F G 32' 8" MAXIMUM SPAN SMIIH•GRIP II PLATES ARE MADE FROM 18 8 20 GAUGE, GRADE "A" (ASTM A446.72) PRIME, HOT DIPPED GALVANIZED STEEL. NET VAIUE IS 234 PSI ON S0. PINE OR DOUGLAS FIR. AND 212 PSI 011 HEM FIR. PLATES SHALL BE APPLIED TO 8OTH FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN .ALL 011.10181 SPLICES MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB• RICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WINCH WILL PRODUCE SNUG FITTING JOINTS 8 PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. T C A BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED TO SEEN PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. TO PREVENT TOPPLING AND DOMINOING. WHERE NO SHEATHING IS APPLIED 10 TOP CHORDS DIRECTLY. THEY SHALL BE BRACED AT 3'•0" O.C. MAXIMUM. WHERE NO RIGID CEILING IS APPLIED 10 DIM. CHORDS DIRECTLY. THEY SHALL BE BRACED AT 10'•0" O.C. MAXIMUM.AI I. ADDITIONAL BRACING INDICATEDMUST REINSTALLED AS PART OF THE PERMANENT SIRUCTIJRE.CAMBER "• Lc' /60. LUM818584LL BE CULLED TO ELIMINATE LARGE 88015 OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE ON SIX. PLATE SIZES SHOWN APE MINIMUM PEQUIRED.THEY SHOULD BESUITABLY INCREASED 10 ALLOW FOR INACCURATE PLACEMENT .HANDLING. EIC.•I14CONI!N000SBRACING ATTACHED WITH 2.80 NAILS MIN.••IX4 'l'BRACIIIG ATTACHED WITHBD NAILS 3 "ONCTR. MAX. SPAN OF TRUSSES CARRIED 1 MEM 2 MEM 3 MEM 4 MEM 5 MEM FT IN FT IN FT IN FT IN FT IN 5 9 14 4 21 8 29 0 36 4 ' 5 7 14 1 21 4 28 6 35 9 5 5 13 11 21 0 28 0 35 2 5 3 13 8 20 7 27 7 34 7 5 .0 13 5 20 3 27 2 34 0 4 10 13 3 20 0 26 8 33 5 4 8 13 0 19 8 26 3 32 11 4 6 12 10 19 4 25 10 32 5 4 4 12 7 19 0 25 6 31 11 4 2 12 5 18 9 25 1 31 5 4 0 12 3 18 6 24 8 30 11 3 10 12 1 18 2 24 4 30 5 3 8 11 10 17 11 23 11 30 0 3 7 11 8 17 8 23 7 29 6 3 5 11 5 17 5 23 3 29 1 I NS1'IT 01 T.C. -LL 30.0 STRESS INC 33 X T.C.•D.L 15.0 SPACING FOR A TWO MEMBER GIRDER. NAIL ALL MEMBERS TOCETMER WITH 16 -0 NAILS AT 12' O.C. PLUS HANGER CONNECTIONS FOR A THREE OR MORE MEMBER GIRDER. BOLT ALL MEMBERS TOGETHER WITH 1/2' DIAMETER BOLTS AT 48' 0.C. PLUS HANGER CONNECTIONS. IT 1S ASSUMED THAT PROPER TR:JSS HANGERS WILL TRANSFER REACTIONS FROM THE SUPPORTED TRUSSES TO ALL THE MEMBERS OF THE GIRDER. TP1 — 78 D 7 -14 SYMM. ABOUT CENTER LINE EXCEPT AS SHOWN 3 -8 (18)7 -12 H B.C. -D.L 10.0 SCALE 0.50 MINIMUM GRADES OF LUMBER TOP CHORD 2X 4 NUMBER 1 KD SD. PINE BTM CHORD 2X 6 NUMBER 1 KD SO. PINE WEB MEMBS 2X 4 NUMBER 2 AD SO. PINE TRUSSES CARRIED= 48' 0" GIRDER SPAN= 23' 0" DESIGNED TCA CH I E TRUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIAMI, FL. 33155 GIRDER TRUSS DATE 11-29 -79 • DRAWING NO 0404666044 8 L- >; 0N3 1 " COMMON TRUSSES II 11 X -D D -O 1 II / S1VD 1'GIRDER HUNG'' I TR USSED RAFTER' LI -Db . o-.t I %, 1 "CN3 319v0 1 I I�� `` J GAEL E f . .o - .E 1 v :z' 4MISN V,/ _L V3 0 x-1 \ - N � N V ° N h F --- GI TR E RAFTER NO OVERHANG THIS END. COMMON TRU RAFTER G A B L E E N D . / FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR TYPICAL PLAN (GABLE END) NOTE: ALL TRUSS TOP CHORDS UNDER A VALLEY SET SHALL BE ADEQUATELY BRACED BY: 1- PROPERLY NAILED PLYWOOD SHEATHING, OR 2- A SCAB THE FULL LENGTH OF THE VALLEY, SAME SIZE AND GRADE AS THE TRUSS TOP CHORD, ATTACHED W/ 16 -d NAILS 12" 0.C. 12 SM11H -GRIP 11 ALMS ARE 1AADF. IROM 1B 4 20 GAUGE. GRADE "A" (ASIM A446.72) PRIME. H01 DIPPF.O GAEVAN11ED SIEFL. FIFt VALUE IS 234 P51 ON S0. PINE OR DOIIGEAS FIR, AND I12 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES Or MSS Al EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN All OTT•JOINT SPLICES MUST DE LOCATED Al A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE 101111. CUTTING AND FAB• RICAIION SHALL BE ACCOLIPIISHED USING EQUIPMENT WHICH WILL P100110E SNUG FITTING JOINTS A PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. 1 C A BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH -TRUSSES APE CAI111oNED 10 SEER PROFESSIONAL AOVICE REGARDING ERECTION BRACING wHICH 15 ALWAYS ROD. 1'0 PREVENT 1011LING AND DOMINOIN6.WHERE NO,SIIEATHINC IS APPLIED 10 TOP CHORDS DIRECTLY. 111EY SHALL BE BRACED AT 3'0 0.C. MAXIMUM. WHERE 110 RIGID CEILING 1S APPLIED TO 011A. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'•0" 0.C. MAXIMUM.A11 ADDIIIONAI BRACING INDICATED MUST BEINSTALLED AS PART OF THE PERMANENT SiRUCIURE.CAMBER"- L•' /60. LUMBERSHALL BE CULLED 10 ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER T1IAN ONE ON SIX. MATE STIE SS NO' NN ARC MINIMUM REQUIREO.TNEY BE SUITABLY INCREASED 10 ALLOW FOR INACCURATE PLACEMENT,HANDLING. 111.•114CONIIN000SDRAF,ING ATTACHED WITH 2.11D NAILS MIN.••11 4"1 "DRACINO ATTACHED WITH 90 NAILS 3"UNC18. AIAL. 4' - 0" . 1 6 2.5- 4 - 0 " 12 1 -3 1 -3 UP TO 7 > 3 • - 5 >< n 3 -s • V- 5 a s 20'- 0" N 0 T E For long sr volley frame,, space vertical member,' 6'- 0" o.c. mo.1 mum 1.C.• L L. 4 Ja c, nl 30.0 T K ' 1 ' STRESS INC INSTI'T'UTE; 33% 4 -4 15.0 SPACING 2. 0 MINIMUM GRADES OF LUMBER T.C. a RENUMBER 2 KD SOUTHERN PINE WEBS NUMBER 3 KO SOUTHERN PINE B.C.•D.L 10.0 SCALE V-1 u TRUSSES DESIGNED TCA ALT1I N 47 LS1C1 - 1 V -2 V -3 SICIION I -I V- 4 u / u u AT 2' - 0 " o. c. 'BUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIAMI. FL. 33155 GABLE ROOF LAYOUT and VALLEY MEMBERS C) EC D DATE 11- 21- 79 _RFY.10•10 BO HI.009250 0 11 1 114 sTITI.JTE LAT RETURN 8 RAKE OVERHANG WITH FLAT RETURN (2 x 4 TOP CHORD) 6 - 6" MAX. OVERHANG WITH FLAT RETURN (2x 6 TOP CHORD) LC.•LL 30. 0 STRESS INC 33 % MINIMUM GRADES OF LUMBER 4 - 6 MAX. T.C.•D.L 15 HEAVY 7 LIGHT SPACING 2. 0 B.C.•D.L 10. 0 SCALE 1 -3 2 x 6 OVERHANG WITH FLAT RETURN TO MATCH I x 4 FASCIA. 'RUSS CONNECTORS of MERICA 2675 S.W. 69th COURT MIAMI, FL. 33155 OVERHANG DETAILS OVERHANG WITH FLAT RETURN (USING WEDGE) 2x4 OVERHANG WITH FLAT RETURN TO MATCH 1 x 6 FASCIA. 11 MAX. ( Heovy Roofing) 4 -0 MAX. ( Light Roofing) 2x 6 RAKE OVERHANG - 2' -6 MAX. (Heovy Roofing) S-0" MAX. (Light Roofing) , 2 x 4 RAKE OVERHANG 2 x 4 11 Z -4 4' - 0" 2x4 OVERHANG WITH F 2. SMIIII•GRIP 11 P!.AIES ARE MADE FROM 18 & 20 GAUGE, GRADE "A' IASTM *486.12) PRIME, HOT DIPPED GALVANIZED STEEL. IIF.T VALUE 13 231 PSI 011 SO. PINE OR 000GLAS FIR. AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED 10 BOTH FACES OF TRUSS AT EACH 10181. PLACE PLATES SYMMETRICALLY ABOUT 10181 UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN ALL OFF•10INT SPLICES MUST BE LOCATED Al A OISTAN.E OF 1/4 OF THE PANEL 1E11618 FROM THE JOINT. CUTTING AND FAB. RICAIION SHALL DE ACCDMPLISHED USING EQUIPMENT WHI;,H WILL PRODUCE SNUG PITTING 101NTS 1 PLATES. THIS DRAWING 13 ►0R TRUSS fABRIC.YIICN ONLY. 1C A DEARS NO RESPONSII+ILITY FOR 111E ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES APE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BR /,LING WHICH IS ALWAYS REQD. TO PREVENT TOPPLING AND DOMINOITIG.WIIERE NO SHEATHING IS APPLIED TO POP CHORDS DIRECTLY, THEY SHALL BE BRACED AT 3'•0" 0.C. MAXIMUM. WIIFRE NO RIGID CEILING IS APPLIF.0 TO BTM. CHORDS DIRECTLY. THEY SHALL BE BRACED AT 10'•0" 0.C. MAXIIIUN.A11 ADOIIIONAL BRACING MICAIF0MUST DEINSTALLEOAS PART OF THE. PERMANENT STRUCTURE. CAMBER " - Lt' /60. LUMBER SHALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES W1111 A SLOPE OF GRAIN SLEEPER THAN ONE ON SIX. PLATE sots SNOWN ARE MINIMUM REQUIRLO.111EY SHOULD It ;UIIABLY INCREASED 10 ALLOW FOR INACCURATE PLACEMENT,IIANOLING, Tye • 114 1'n,l∎wnnn • NCIr,wr Ai11r 711 7 In 14411 t MIN ••111'I' ;ING ATLAF.NFO Will A9 MARS 3 "08(18 MAR. DESIGNED OD DATE A — 51 NO TC• 1 0e -17 -79 A- 51 - 11 • • • • • of • POI IV 4-'o“ rd11r-�•. • • • ?Jo' , E,J, LI!>,4 r To 00- 14-\/ / w /-�1�d ioR 'E-11 ' - t " 10 <5 Jt G - rim t • j - ./ee dad -Gai- 8h Gory ivUIT • • 11 t -14-). . 'F: 1 ekirf_irOese • t-o Ol L 11 • 1 0 !i 511 Mt J11A�, (5cc g r. I -J'-r ) U moo. PV4 -. PW, Pop F�� f" •�et"�° – r1 — Tv r° 54 /,6 T1: P Tae OF viA liJoc 1- r). —r'1�„. To r' o M Ire O ►f t-J 11 -41e. -1 . 12.1 gar, j • 1 h'r2 1,% -rrc# s !ii POOH o•6'rr► 4j D Ir1 11 1 • 1 .. 111111 /A* 4. L -r H . I a � . m- oe%14- 1 M 1 I fr i ID, Pf• vOLUM ilie Peat, F M vrr JM p 1 'y N ,• dg. t=..� • ‘Q - -r. .a. r2 - t�121 ✓X� • 1% • t,-1 •1.11 L'i �. '>l / t;' G> 11,1 411 13231111E31 rr 1 I =' IM It.. 47 0.5 -('a JP ►' 1110 Q-4t(,‘W-.6►t2 4e. , Lo. p coo a . 1 pVQ- 11Jeo;' yc, ,,,a,M6 -rIor " Oi-110. 54 1 - .4.4a 2 dot Jr-�•T :'T &4J ,J P9IirlEEO. • / . q 0: 4s IallQ 1•J Li T o a t,.. - lot•J As eaaL L.1�►► •., Iv • .4► ..• 12.1 FaA-Gt 146e #f 3 ,QT 12. r iT ' r.- r or�.,' t a 1 t1, 14a \ /d 1 tom a 11 • I. ALl C T At 1 . LL. — 1 ,� M I t-� I tt1s 1 Get MK S ‹ : STN elt sP;v0 I° I r 11--11 4% t�.�►�/ 12 a12Gt -4r0 'f' t,.. F.. t . 2 ; s-fH , - 4 4v W i Ti4 , MO M 111='1 .-ll at.0? = �vTH �a 0'0•0 t .. ' . .4 1` J . - 4Q„ . - tom: far' - - T - 1-412,4.0s 0, F t . ,n► i / d � 1� . =#- / � -'1'r 1 / � :� -:* =1 t /j J t om _ �.. t t `• .. ,L1..; ? i P e/ , Y.�. F!►.! • �j. i�00L f T 1 141 ►t - .4s.L..l. tt a i t---1 Y , 1-r1-4r a' � v eviatiorp U rzi, .J. Yr z LI eitrr t e..- I rJ• tql • ylrefr5-- 10.0 F�0 -. re-e 55-6 �a� "tea 3 11. >To -Toy (3.J. 4JM `Try i JF ITV' 3� .aT 1 v^C-4-1 +Y' Q . � .. -ra' Cr r a tJ 00641 Ci ag t ,= ,u 1;J/ 41- $: , -ri%2►'e . ° 1�►U' Td �° GOB ► race '.J/ O 3c rr I a" Noll e,a0 " iNtoltil,- PM- -c--11 -. SCA 1 _. 98 L E G A L D E S C R I P T I O N : 5T. Lots 1 and 2, Less the Southwesterly 39.91' feet, of Lot 2, Block 78, I`1IANI SHORES SECTION NO. 3, according to the plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of Dade County, Florida. For MANUEL L. PEREZ CONSTRUCTION MARIO PRATS JR. ASSOCIATES, INC. Land Surveyors - Land Planners 10516 W. FLAGLER ST. MIAMI, FL 33174 - (305) 551 -6000 1 HEREBY CERTIFY: that the 'SKETCH OF SURVEY', represents the above described property and it was completed under my supervision and/or direction, to the best of my knowledge and belief, and it also meets or exceeds the Minimum Technical Standards, set forth by THE FLORIDA BOARD OF LAND SURVEYORS, pursuant to Section 472.027, Fiorida Statutes. SURVEYORS NOTES: 1) Examination of ABSTRACT OF TITLE will have to be made b determine recorded instruments, if any, affecting this property: Location and Identification of utilities and/or adjacent to the property were not seared as such information was not requested. 3) OHnership is subject to OPINION OF TIRE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL TYPE OF SURVEY: LAND J.M. 3295 F.B. Date: 1989 Mario ,rats r: Professional Lard Surveyor No. 3392 State of Florida. ..m.a sp...���.r�.. •.i�ri�..i. .i i+ 0 s„•. sMrOM.'_+►1,01-111.0 i.••••■._r.+yi i..►. ..■•■•■ .,••••• .tm. ..i �_r�•••• .144 1 1 1 1 1 1 1 [' c i [: SCALE: 1".20' • C¢ /ror • 7 /8.70 ' 0 63.40 49'70 ' 98" 28 /(2rX - -- /// F /ec/rc /i,, 4uj7 /T0/2 /9 POV2? - 00p - 1 /5.4/ G:49. /undo/ /on /7 ci¢ v,_ /2.0 7/0' (11401' A gel iro/) f 4 / e ST '/ /7 70 . /.46 , 046 1;•• 5 / o t.9 4' ■ 5 / / 1 1 1 4?)\1 /,Th tiP 1 1 1 1 1 1 H 1-1 •r1 1 O 4J 1 0 -1 • o • • 1 O Ca ..pise� e__�►isi��.riri�.�i��i.�iri� ___sip.i��i�.i�,iri��. . i��i��isi�� .��iri�..i�r.��is.ri. •••..s.r.■••i■•.iri�ri ∎. i■•••■••i■••••i∎►i ��i�� .i�����i�.- i���ri��i��i�► ��. . �i��iriei� .i_.._�i��i�.►iwi. 1 1 1 I DATE ,7U1 Y• ?O -/98? ORDER ) ?44 DRAWN BY Ni -A FB 6'O -94 /1/. 98' VgCINT 30 LOCATION MAP NE. 97" 5T. CERTIFIED TO 555 East 25th St Suite 2)2 Hialeah. Florida 33013 (305) 836-1822 836 -0937 NF. 98" sr• /909 / AY Mr DAVID CAA VEN 1 LEGAL DESCRIPTION: Lots 1 and 2 less the Southwesterly 39.91 feet of Lot 2, Block 78, MIAMI SHORES SECTION NO. 3, according to the Plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of Dade County, Florida. NOTE: NOT VALID UNLESS SEALED WITH Professional Land Surveyor No 3066 AN EMBOSSED SURVEYOR'S SEAL. Stale of Florida ?? O IA L.2nil F Disc• J.F. LOPEZ & ASSOCIATES LANG SURVEYORS • LAND PLANNERS • CONSTRIC• : 014 SURVEYS I HEREBY CERTIFY That a survey of the property as described in the foregoing caption has been made under my direction. and meets the minimun technical standards s t fofth by Florida Society of Professional Land Surveyors pursuant to chapter 472 027 of Flcnda statutes 1 further certify that this Sketch of Survey 1s an accurate representation of such survey. and is true and corret to the best of my knowledge and belief, and that no visible encroachments exist, except as shown (' //e c'4r /I, o /NF /ec %r • c oncbor • co kde SKETCH OF SURVEY SCALE: 1"= THIS IS A BOUNDARY SURVEY 9, �7' 5 round The F.I.A.' Insurance rate rep revised on Jan. 5, 1984 , published by the United States Department of Housing and Urban Development, delineates the herein described land to be situated within Zone A- 14 9A3 E FLOOD ELEv. c 9.0' SOURCE Or ELEVATION PROVIDED BY DADE COUNTY SURVEY DEPARTMENT, RELATIVE TO MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. LOCATOR INDEX BENCHMARK N0. CILIATION 3250 S B -50 10.02 ft. BM IS A BRASS BOLT SET IN CONC MON. BISCAYNE BLVD - -- 82.5' WEST OF C/L NE 96 ST - -- NORTH OF C/L 9.6' WEST OF A LIGHT POST , T HUSLY INDICATES ELEVATIONS BASED ON MEAN SEA 'J LEVEL, NATIONAL GEODETIC VERTICAL DATUM. I DATE avyvs p /9 87 ORDER A87/35 DRAWN BY 40 -R FB 60-94 30 LOCATION MAP N• 97 "5 CERTIFIED TO: 555 East 25th St Suite 212 Hialeah. Florida 33013 (305) 836 -1822 836 -0937 /96;9 98" 5T AN EMBOSSED SURVEYOR'S SEAL. �YJr ,OA V/D CRA J.F. LOPEZ & ASSOCIATES LEGAL DESCRIPTION: NOTE: NOT VALID UNLESS SEALED WITH Professional Isom! Surveyor No. 30114 Lots 1 and 2 less the Southwesterly 39.91 feet of Lot 2, Block 78, MIAMI SHORES SECTION NO. 3, according to the Plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of Dade- County,.Florida. 9� Ne 98T N i9'Po t.e rr) e �> < SKETCH OF SURVEY SCALE: 1 - �a The F.I.A: Insurance rate rap revised on Jan. 5, 1984 , published by the United States Department of Housing and Urban Development, delineates the herein described land to be situated within Zone ;y _ 14 49A9b' F1 000 ELv. : 9•D' THIS IS AN AS BUILT SURVEY dideci/k Air -} 88.0' / s/< c s. /ees. N° 934 l cv 1oaieS/`Fioor e /e/ / /.90 $e7', ver ped (77/ef "'oared) s6'•82' /er C0125/) HEREBY CERTIFY That a survey of the property as described in the foregoing caption has been made under my direction, and meets the mintmun technical standards set forth by Florida Society of Professional Land Surveyors pursuant to chapter 472 027 of Florida statutes I further certify that this Sketch of Survey is an accurate representation of such survey, and is true and corret to the best of my knowledge and belief, and that no visible encroachments exist, except as shown Slate of Florida 2.6 £?f nn;/ ' Yisc• f� LANO SURVEYORS • LANO PLANNERS • CONSTRUCTION SURVEYS • " / //.'4' 7 1/ anckr 0 l found /fo/1 O J et SOURCE OF ELEVATION PROVIDED BY DADE COUNTY SURVEY DEPARTMENT, RELATIVE TO MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. ELE7ATION 10.02 ft. LOCATOR INDEX BENCHMARK N0. 3250 S 1-50 BM IS A BRASS BOLT SET IN CONC MON. BISCAYNE BLVD - -- 82.5' WEST OF C/L NE 96 St - -- NORTH OF CA. 9.6' WEST OF A LICNT POST /THOSLY INDICATIS ELEVATIONS BASED ON MEAN SEA r LEVEL, NATIONAL GEODETIC VERTICAL DATUM. H/ 000-18 40'4 /7 CONTRACTORS SHALL; CHECK AND VERIFY ALL DIMENSIONS AT J013 SITE' AND SHALL NOTIFY AR HLrECTI ENGINEER OF HIS FINDINGS AND SUGGESTIONS, CAUTION rATTRAL AND FIELD BRAC;NG IS NOT THE IIESPONSIBILITY OF THE TRUSS FAeRK\TOR: PERSONS ER!CTIN TRUSSES ARE CAUTICNED TO USE' ERECTION C+RACING WI-0KH IS At• WAYS REOUIED TO FR.EVENT TOPFtft G A: D DOMIN OIP.G DIJ�2' G LRLCIION. WHERE' NO SHEATHING IS APPLIED G :t OILY TO TO CHORDS THEY SHALL DE BRACED AT 3' -0" O.C. MA :. tVilr.RE NO RIGID CEILING IS APPLIED DI- R_C'fLY TO IBOTTCM CHORDS, THEY SHALL BE 3RACED AT 14' -4 O.C. MAX. TRUSSES SHOULD SE HANDLED WITH REASONABLE CARE C.U.tiNG i CT ION. GAME END VERTICAL WEBS ARE TO BE B;2ACkO EVERY 36" AT APROX. 45 DE. GR;ct S TO ADJAC NT TRUSSES IN ORDER SUSTAIN LATERAL WIND LOADS. " CI NOT C iT Oft ALTER TRUSSES US ED V160 "'MUSS COMPANY will not honor dainil o barA : unless authorised _ c ; • • 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 4 f.,N6r4 c14 caiWg> ANo X: c AC, 4 to t f4. o ea ALL fi tiv4e4w4e (ne Att. ■ N OAT! ()N_ r i A N • /OA tit.EFP A i (3. il1C.:e 0241f. Pair t.1. ri ft!IT. eitrif 0 *5 aAt. cite ALL 1 1- i 1 I 46" — I ;)LI raitmo /4 AT 44 - 1 o. • o x .11/#4 , 4, • 63 1,, o ti 57!-0 t 5,11 • O. ■■■••• ••■•■..., '- 4" la 'tt t—t 47 7 , 4: - 4 7 -- 7 1 3701",T11 7 1 4 71 —•• _ r 1 (61. r>nt ; 40 CrrPle"41., , Ze / -40, • "••••••■ 1 1 1 I 1 1 1 1 1 1 1 1 DAVI D R M 1,. A M 1r 4 ` - _ R E 5 • ■•••••11 ,„,,,... ..,..4. ..,...... —...... .,.........1 —..... —,. , . 4 0 T* • . ........„ ....;..., _...._......,..,..... ...or. , • ..... • • • .--„--- ,-. D: .`: ' • , ••••.` °'• fr - BEDRO,' TI 1t- T4ijijJ1 ) ("04 6 BEOROOM 3 ' 3 %LIVING 16 .411 f a - - - 411 4 1. 41 4 t rtt POOL FA M I LY flOOM DINING e% 8/1 • ,:11. - OF AN I_,) - b 4 -11 rit4 .0.P" KITCHEN 1 r I '1' kt, E ,r1 1 , GARAGE \ muumuu 1111110111111111111i61111 imusimil 111111111110K MINX 1111101111 tr.iiiimily11111111 111111 1101 11111 r I Km1Ifl In 1, UTIL ftJi 1 1 1 1 MI dill 1 01 111 111 ger: . _ \_ 4 • ■ 4 , ' . ".1• '-^,:-., , • , ..... ,.... ... ... . o . — . — • • • • . , , , — ...... —.. EAST ELEVATION 1 Ira arws , • .1, • -r 4,-, r. s .......'••••••-•••••.•—••—•-•r"...—•••••••••—'••—•—•?•-•••••••-•—•••••-• • =""' "". 3 1-7-:-`- 4,1 ?, s i 5TUG. Ko,ekt< r 71% . r s T u G o . , „ CRAVEN. RESIDEN( 3•ixto It. ;MY Al 2),!0 MA BEDROOM r ° ' c , •. 4 r RAT 1}1..1 ;ix NU ., . U t.E I- .?l) t, ' tic .5p lt.f rr► p t' ►_ ' 3FJt -4• Pe 1.4 ors /n-t cox WI'MS :3c vac. f , T irt0 VOIThNi b 1. . N te a- - r c , vC?' .edit. ro x' ,z,,? • 3�5 t2. SECTION 4 cAl »'--.. " 1 !> /t CsOolt,r4,. YVILSK I+tt;tAVatS . L ��'� te r. (PITT. & k t '-) C . 11 c AP"A.eA . YBB_!H 4 t_u 4'5,1- t4TArt"_ L I ] 1 14444 ti Oore -- - T 01+40 ri .�'�• ,fir. fUr,.4J► Qt4 ` /&'cox - t ,Y f =USX t✓ r . t j t: • vor D L f \ l ty .10 a = .1.._`.x.._.1 .: !!fat M 4Ttb O$ Y. !o-Y'.4 Lt*tep Rt+4t t R451 #�ICD" � 4. - d/0 - 10;l i -e.:/' t t (. 1 t ' To 1.., -T?..A.t.1-.Jr-c- /•i r'Irf -- r , c.1 Gs= ,,ltk' TYPE' ''Qr J� Q SERVICE' I 4;, VOLTAGE' I /44o MOUNTING' Put-v..?{ -4 POLES' Ail PANE.JT IG (: t / O Ful-L t-A 1_0 OEM. NO TRIP CON- WIRE CKL CKT. WIRE CON- TRIP NO DEM. V.A. OEM. POLE CUT REMARKS NO. NO. REMARKS OUT POLE , DEM. ALA. V.A. V. A . u-40 to-1 ' l 2 i2. r\GG3 4 r (I1 AM) `) �P- i' i;+' 10 ' / t. ,0.2 4040 40-t 10 4c _. t >. 5 i 6 I,1A�11*ttlC Ma.l� 2 1 ' 2 to-.1 1200 4O+0 44-2 ' cot, iG2l�1 1.Ii) 9 1 10 1111111111111111 Mill I1 � 12 �,1,TG.E, !tow 13 16 >: i 1 E1 10 l' t., o -'ii. ° Y , .. o 111111 t -0 -2 1 A1-11i .. 17 18 19 20 1-11 4 - Ga F. f, it. '/L to 11.00 111111.W)1212111111131112111 1.11. 4 1'S /= T' . 21 22 H (� AL1- ' L1D�1C4� I' 'it. 10-1 i �0 o '1G y' i bti.'' 23 24 f/1 %�>'%+ i_ � I 11,- 'If 10-1 ��_i f'' -> 0 .?Y LO -1 't,. /- it tUt�jp-' =Er 26 2t�;i1'r1A:'.4� -i% I'7 Y . '> r.1.4,0 i' 2 1 '� - re. r,�F;�,( = t7r' 28 /1AL'-ss t•1vfUr ('i•3�tf 1't. 'I'L 40-1 1 t ( 'Uo- -1 'ft. I't..� 6 1_�?�t 29 30 1�I-ara r1 fir.: ?, IS '/1- 10-1 ItUU .. 1100 ;f3 �� OIL < >IC�� ►.:tr6s1 3 LI r Ee, 4 .. ' {'l if> v..)-1 1 o -- 11 00 ' /?- > , L tT> 6r--( " 1 34 h zIK!'. itp(.tap to 'le. 1 /0-t- U 33 36 ■ 37 39 30 (. I TF`> >r .. r�. % {>r J?.cv� ® 40 11111111111 4 arAc 11 42 �i� -eGU k t!U` !v U3n � C li1 L,.Ar� r0f L: /4,0100 `1A 4 cc 240 C.W. Q WP SK SD SYMBOL LEGEND 120 VOLT, 1 POLE, SWITCH, QUIET TYPE WALL MID. ( +48'°) 120 VOLT 4 POLE SWITCH, QUIET TYR,E.WAri MTD ( +48) 120 VOLT. 3 POLE SWITCH, QUIET TYPE, WALE, MT(T. ( +4R ") 120 VOLT SINGLE CONVENIENCE RECEPT. 20 AMP WALL MTD. 120 VOLT, DUPLEX CONVENIENCE RECEPT. 20 AMP WALL MTD. (OR AS OTHERWISE SPECIFIED). 120 VOLT, SINGLE CONV. RECEPT. 20 AMP ABOVE COUNTER (AS SPECIFIED). SPECIAL PURPOSE RECEPTACLE ' 120 VOLT, DUPLEX FLOOR RECEPT. 20 AMP FLOOR MTD. SEATER. TELEPHONE OUTLET WALL MOUNTED ( +18 "Y E.C. HY ELECT. CONTRACTOR. 0 TELEPHONE OUTLET_MOUNTED IN FLOOR E.C. BY arc?. CONT. d PRE -WIRED TELEPHONE OUTLET WALL MT. ( +12") BY SOUTHERN BELL CORP. REQUIRED. CONDUIT RUN IN WALL OR CEILING. CONDUIT RUN IN FLOOR OR UNDERGOURND. EMPTY CONDUIT. CONTROL WIRING JUNCTION 130X. WEATHERPROOF. ELECTRIC MOTOR. SEE SCHEDULE FOR HP SIZE 120 VOLT, KEY OPERATED SWITCH, WALL MOUNTED ('48 "). 120 VOLT, WALL MOUNT SWITCH - DIMMER CONTROL ELECTRIC METER. 2' x 4" RECESSED FLUORESCENT FIXTURE, 4 LAMP, F40 CW. '1' x 4' RECESSED FLUORESCENT FIXTRUE, 2 LAMP, F40 CW. 0 HI -NAT RECRS$ 0 EIXT•URP, ISO R40 I,AM1`. EXIT LAMP. 2 LAMP 1SW. FIXTURE.SUPFAcE M'rl,. ARROW INDICATES MEANS OF EGRE,;3 1 LAMP SURFACE MID. STRIP LIGHT. SIZE AS INDICATED DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT AND CONFIRM WITH OWNER'S REPRESENTATIVE. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND SHALL CCIIPLY•WITH ALL LOCAL RULES AND ORDINANCES. 3. MINIMUM WIRE SIZE SHALL Be $12 A.W.C., EXCLUDING CONTROL WIRING. UNLESS OTHERWISE Ono ALL CONDUCTORS SHALL BE COPPER WITH UN INSULATION`: 4. OUTLET BOXES 3NAU,, BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUDq�1N AET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. • 5. DISCONNECT SWITCtES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -PAYE. '. U1Cq -BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. 6. h>')TC'R STARTERS SHALL BE MANUAL CR MAGNETIC, WITH OVERLOAD RELAYS IN EACH HOT LEG. 7. IT IS NOT THE INTENT' OP, THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INTALL ALA. ITEMS POR A COMPLETE ELEG`IR1 SYSTEM AND PROVIDE ALL RE- QUIREMkNTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORK11.•, ORDER. .8. ELE�"rF11C.'AL'SYSTEM SMALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED UY THE LATEST EDITION OF THE N.E.C. , 9. ALL It<1'CERIA SHALL BE NEW AND SHALL BEAR UNDERWRITERS' LABELS, WHERE APPLICABLE. 10. ALL WORK SHALL BE PSRFORIIFD BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST -CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL • t FULLY OPERATIVE, AND ACCEPTED BY ENGINEER /ARCHITECT. 11. ALL WORK SHALL BE CO•)RDINATED WITH OTHER TRADES TO AVOID INTER- FERENCE WITH THE PROGRESS OF CONSTRUCTION. KM I. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR FROM CATE OF ACCEPTANCE. 13. CORRECTION OP ANY DEFECTS SHALL DE COMPLETE) WITFIOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATIONWHICH MAY HAVE BEEN DAMAGED THEREBY. ,1. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE roR THE DURATION OF THE WORK. IS. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTINGS. 16. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF P< AND TELEPHONE COMPANIES. t7. FURNISH AND INSTALL DISCONNECT SWITCHES AND WIRING FCR AIR cONDITIONING SYSTEI4 AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE. TO BE SUPPLIED BY AIR CONDITIONING CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR. 18. ALL RACEWAYS UNDERGROUND SHALL Be A MINIMUM OF 3/4' CONDUIT. t.. ALL :'IRCVIT BREAKERS. TwO t THREE POLE, TO BE COMMOR TRIP. NO TIE HANDLES, OR TANDEMS WILL DE ACCEPTED. 20. ALL FUSES. UNLESS NOTED ON CPAWING, SHALL DE CURRENT LIM ITED FUSES (:.L.) RATED FOR 200.00^ TRAFFIOILO 7"T J4 @ 9 C.C. 1. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE PIPE. 2. MINIMUM PITCH OF ALL HORIZONTAL BRANCHES AND SEWER LINES SHALL OE 1/8" PER LINEAR FOOT. 3. ALL UNDERGROUND PIPING SHALL BE COPPER TYPE K. ALL OTHER WATER PIPING SHALL BE COPPER TYPE L. . 4. ALL WORK OF THIS TRADE MUST COMPLY WITH 'X)LJ T -F� FL. BLDG. CODE AND ALL OTHER LOCAL CODES IN EFFECT. 3. VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND 1 REPORT ANY DISCREPANCIES TO ARCHITECT OR ENGINEER. 6. PROVIDE 1/2 IN. RESEAL LINE FROM WAFER SUPPLY TO EACH FLOOR DRAIN. 7. PROVIDE A SAFE WASTE TO ALL AIR CONDITIONING UNIT CONDENSATE WITH TRAP. U. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. 9. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS AND A SHUT OFF VALVE. 10. PROVIDE INDIVIDUAL SHUT OFF VALVES ON WATER PIPING TO EACH GROUP OF FIXTURES. 11. ALL SOIL, WASTE, VENT AND RAIN WATER PIPING SHALL BE CAST IRON SOIL PIPE, CENTRIFUGALLY SPUN ANSI A112.1.1 -1971. 12. PVC PIPE, DWV PIPE AND FITTINGS MAY BE USED IF INSTALLED APPROPRIATELY IN FIRED RATED CHASES; IF PERMITTED BY CODE; AND IF APPROVED PRIOR TO SIGNING OF. THIS SUB - CONTRACT BY OWNER AND ENGINEER. 13. INSTALL WATER HAMMER ARRESTORS WHEN SHOWN ON PLANS. 14. ALL WATER LINES ABOVE FLOOR SLAB SHALL BE INSULATED WITH 1/2" WALL THICK ARMSTRONG AfMAFLEX 22 OR APPROVED EQUAL. INSULATION SHALL BE INSTALLED AND FINISHED AS RECOMMENDED BY INSULATION MANUFACTURER.' GLUE ALL JOINTS. INSULATE ALL FITTINGS THAT ARE NOT CHROME PLATED. 13. PROVIDE CLEANOUTS,EVERY 50 FT. MIN. INSIDE BLDG. A LEGENDS 'CG DG DOOR GRILLE OL 1VD 5D ACCU OA PLUMBING SYMBOLS TRANSFER GRILLE CEILING SUPPLY DIFFUSERS RETURN AIR REGISTERS EXHAUST AIR REGISTERS ,EXHAUST AIR GRILLES THEhMOSTA!` FIRE DAMPER W /AC.C.LS. `.- VOLUME EXTRACTOR SUPPLY AIR FLOW RETURN AIR FLOW WIRE MESH SCREEN ,st)P)LY REGISTER OACKDRAFT CAMPER VENT THROUCH ROOF OPPOSED BLADE MANUAL VOLUME DAMPER SPLITTER DAMPER UNDER-CUT(DOOR) AIR HANDLING UNIT AIR - COOLED CONDENSING UNIT SMOKE DETECTOR OUTSIDE Alit - !�E'PURN AIA , SUPPLY AIR FRESH AIR INTAKE REFRIGERANT PIPING(INSULATED SUCTION S LIQUID) DUCTWORK TRANSIS PION CLEAN OUT COLD WATER PIPE HOT WATER PIPE SANITARY PIPING; VENT PIPING CONDENSATE DRAIN LINE RAIN WATER LEADER • STORM DRAIN .LINE HOSE BIBB RISER DON } RISER UP .. CAP ON END OF PIPE GATE VALVE OUTSIDE STEM S YOKE VALVE FIRE SPRINKLER AIPINC) (SCHEDULE 40 BLACK STEEL WITH VICTAULIC COUPLINGS IN ACCORDANCE WITH NFPA -13) GENERAL NOTES (AVE) if 1. USE VANES ELBOWS IN ALL :CASES, SFLI =TTER DAMP- INDICATED ON DRAWINGS AND CONTROLS IN BRANCH HDUCT3. 2. PROVIDINF IN. SQ. PROVIDE FIRE E DAMPERS IN ALL; - DUCTS PENETRATING CEILINGS AND WALLS, PARTITIONS AND FLOOR SLABS ANIMA FIRE RATER. T FRESH INTAKES (SEE DRAWINGS). , ALL FIRE. DAMPERS SHALL BE RArED . FQR USE IN CEILING ASSEMBLY SPECIFIED BY ARCHITECT.` '; -': . 5. ALL DUCT ARE CLEAR INSIDE DIMENSIONS. 4 . SEAL DUCTS IN AN APPROVED MANNER AND INSURE 'AGAINST' LEAKAGE. 3. THIS CONTRACTOR SHALL COORDINATE ALL DUCT LOCATIONS WITH ALL TRADES SO THAT NO INTERFERANCES OCCUR, 6. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND a ENGINEERS BEFORE INSTALLATION, TERMINAL AIR DISTRIBUTION DEVICES (C. 0.) CEILING t"L�Cii' F_e. 'i SERIES WITH VOLUME CONTROL DAMPER OPERABLE Mil/ VALE (1F iz y i<, ' `{� ` ( t 3 R. Si.DEWALL REGISTERS MODEL 2/2 --FL 3. (R.A.R.) RETURN AIR REGISTERS MODEL 3 FL S. �' (R.A.G.) RETURN AIR GRILLES MODEL 3.FL. O. ALL SUPPLY AIR DUCT SHALL BE OWENS,CORN /Nu FIBERGLAS THICK) . S El , 9 • ALL EXHAUST AIR DUCT, SMALL 6E' GALVANIZED sH ME EET TA1_`. CONSTRUCTED AND INSTALLED IN AC WITH FASF1RAE AND SMACNA STANDARDS: . 10. IN GENERAL, DUCT OFFSETS :, FIAVE' NQ T' - L; EEN SHOWN. A/C ' CONTRACTOR TO COORDINATE THESE AS REQUIRED. ... 11. ALL OPENINGS IN BLDG. STRUCTURE, FOR DUCTWORK -SHAL 1 IN. LARGER (ON ALL SIDES) THAN DUCT OUTSIDE DIMENSIONS. 12 . I;UN CONDENSATE DRAIN TO CONDENSATE' DRYWELL. 13• ALL EXHAUST FANS: SHALL _ BE A- MIN, . ' UNITS FRESH AIR INTAKES. OF 10 FTC ' FROFf ALL A/ GAL. 730 900t�1030 1200 1600 2000 w 3.6 3 . 4.0 4.0 3_0 1• T • 2 8 10 12 12 0 4. 8 4 0 4. 0 4 4.6 TWIN. 2 2 2 2 2 REINS 6 x 6 10 /10 0 4 x 4 4/ 4 CONC. 3000 P31. 28 DAY Latin C-oir.L {1?,'4 1 .. 413 AtiV 22 E e T C6MCit: =T? NAIL :t,+ i> 4 �i GGiit:VIVA •t'? I..41T IfG8Pf31 1 %2411" `Yd & Li:lif'. VI T'�N I +1- ti$ ( $- ..e.NREV_ t rrr a4 113 cct4CX:3 . fAIP R:2 �-- "k4 .. FF '1�/ t-i ' ji _'ti fic:FA x° tirGi4 �! r . APPROKItp } krie <. fe-�1F zit =s L itt IIdJf2E?. ( e ' + 111C�t; f 14 r .''- r? . DRAWING NUKat;1t* :4111I P 4NTtD ON NO. IOOON CLEAR •RI!Y1 rii � 4. - d/0 - 10;l i -e.:/' t t (. 1 t ' To 1.., -T?..A.t.1-.Jr-c- /•i r'Irf -- r , c.1 Gs= ,,ltk' TYPE' ''Qr J� Q SERVICE' I 4;, VOLTAGE' I /44o MOUNTING' Put-v..?{ -4 POLES' Ail PANE.JT IG (: t / O Ful-L t-A 1_0 OEM. NO TRIP CON- WIRE CKL CKT. WIRE CON- TRIP NO DEM. V.A. OEM. POLE CUT REMARKS NO. NO. REMARKS OUT POLE , DEM. ALA. V.A. V. A . u-40 to-1 ' l 2 i2. r\GG3 4 r (I1 AM) `) �P- i' i;+' 10 ' / t. ,0.2 4040 40-t 10 4c _. t >. 5 i 6 I,1A�11*ttlC Ma.l� 2 1 ' 2 to-.1 1200 4O+0 44-2 ' cot, iG2l�1 1.Ii) 9 1 10 1111111111111111 Mill I1 � 12 �,1,TG.E, !tow 13 16 >: i 1 E1 10 l' t., o -'ii. ° Y , .. o 111111 t -0 -2 1 A1-11i .. 17 18 19 20 1-11 4 - Ga F. f, it. '/L to 11.00 111111.W)1212111111131112111 1.11. 4 1'S /= T' . 21 22 H (� AL1- ' L1D�1C4� I' 'it. 10-1 i �0 o '1G y' i bti.'' 23 24 f/1 %�>'%+ i_ � I 11,- 'If 10-1 ��_i f'' -> 0 .?Y LO -1 't,. /- it tUt�jp-' =Er 26 2t�;i1'r1A:'.4� -i% I'7 Y . '> r.1.4,0 i' 2 1 '� - re. r,�F;�,( = t7r' 28 /1AL'-ss t•1vfUr ('i•3�tf 1't. 'I'L 40-1 1 t ( 'Uo- -1 'ft. I't..� 6 1_�?�t 29 30 1�I-ara r1 fir.: ?, IS '/1- 10-1 ItUU .. 1100 ;f3 �� OIL < >IC�� ►.:tr6s1 3 LI r Ee, 4 .. ' {'l if> v..)-1 1 o -- 11 00 ' /?- > , L tT> 6r--( " 1 34 h zIK!'. itp(.tap to 'le. 1 /0-t- U 33 36 ■ 37 39 30 (. I TF`> >r .. r�. % {>r J?.cv� ® 40 11111111111 4 arAc 11 42 �i� -eGU k t!U` !v U3n � C li1 L,.Ar� r0f L: /4,0100 `1A 4 cc 240 C.W. Q WP SK SD SYMBOL LEGEND 120 VOLT, 1 POLE, SWITCH, QUIET TYPE WALL MID. ( +48'°) 120 VOLT 4 POLE SWITCH, QUIET TYR,E.WAri MTD ( +48) 120 VOLT. 3 POLE SWITCH, QUIET TYPE, WALE, MT(T. ( +4R ") 120 VOLT SINGLE CONVENIENCE RECEPT. 20 AMP WALL MTD. 120 VOLT, DUPLEX CONVENIENCE RECEPT. 20 AMP WALL MTD. (OR AS OTHERWISE SPECIFIED). 120 VOLT, SINGLE CONV. RECEPT. 20 AMP ABOVE COUNTER (AS SPECIFIED). SPECIAL PURPOSE RECEPTACLE ' 120 VOLT, DUPLEX FLOOR RECEPT. 20 AMP FLOOR MTD. SEATER. TELEPHONE OUTLET WALL MOUNTED ( +18 "Y E.C. HY ELECT. CONTRACTOR. 0 TELEPHONE OUTLET_MOUNTED IN FLOOR E.C. BY arc?. CONT. d PRE -WIRED TELEPHONE OUTLET WALL MT. ( +12") BY SOUTHERN BELL CORP. REQUIRED. CONDUIT RUN IN WALL OR CEILING. CONDUIT RUN IN FLOOR OR UNDERGOURND. EMPTY CONDUIT. CONTROL WIRING JUNCTION 130X. WEATHERPROOF. ELECTRIC MOTOR. SEE SCHEDULE FOR HP SIZE 120 VOLT, KEY OPERATED SWITCH, WALL MOUNTED ('48 "). 120 VOLT, WALL MOUNT SWITCH - DIMMER CONTROL ELECTRIC METER. 2' x 4" RECESSED FLUORESCENT FIXTURE, 4 LAMP, F40 CW. '1' x 4' RECESSED FLUORESCENT FIXTRUE, 2 LAMP, F40 CW. 0 HI -NAT RECRS$ 0 EIXT•URP, ISO R40 I,AM1`. EXIT LAMP. 2 LAMP 1SW. FIXTURE.SUPFAcE M'rl,. ARROW INDICATES MEANS OF EGRE,;3 1 LAMP SURFACE MID. STRIP LIGHT. SIZE AS INDICATED DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT AND CONFIRM WITH OWNER'S REPRESENTATIVE. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND SHALL CCIIPLY•WITH ALL LOCAL RULES AND ORDINANCES. 3. MINIMUM WIRE SIZE SHALL Be $12 A.W.C., EXCLUDING CONTROL WIRING. UNLESS OTHERWISE Ono ALL CONDUCTORS SHALL BE COPPER WITH UN INSULATION`: 4. OUTLET BOXES 3NAU,, BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUDq�1N AET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. • 5. DISCONNECT SWITCtES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -PAYE. '. U1Cq -BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. 6. h>')TC'R STARTERS SHALL BE MANUAL CR MAGNETIC, WITH OVERLOAD RELAYS IN EACH HOT LEG. 7. IT IS NOT THE INTENT' OP, THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INTALL ALA. ITEMS POR A COMPLETE ELEG`IR1 SYSTEM AND PROVIDE ALL RE- QUIREMkNTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORK11.•, ORDER. .8. ELE�"rF11C.'AL'SYSTEM SMALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED UY THE LATEST EDITION OF THE N.E.C. , 9. ALL It<1'CERIA SHALL BE NEW AND SHALL BEAR UNDERWRITERS' LABELS, WHERE APPLICABLE. 10. ALL WORK SHALL BE PSRFORIIFD BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST -CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL • t FULLY OPERATIVE, AND ACCEPTED BY ENGINEER /ARCHITECT. 11. ALL WORK SHALL BE CO•)RDINATED WITH OTHER TRADES TO AVOID INTER- FERENCE WITH THE PROGRESS OF CONSTRUCTION. KM I. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR FROM CATE OF ACCEPTANCE. 13. CORRECTION OP ANY DEFECTS SHALL DE COMPLETE) WITFIOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATIONWHICH MAY HAVE BEEN DAMAGED THEREBY. ,1. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE roR THE DURATION OF THE WORK. IS. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTINGS. 16. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF P< AND TELEPHONE COMPANIES. t7. FURNISH AND INSTALL DISCONNECT SWITCHES AND WIRING FCR AIR cONDITIONING SYSTEI4 AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE. TO BE SUPPLIED BY AIR CONDITIONING CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR. 18. ALL RACEWAYS UNDERGROUND SHALL Be A MINIMUM OF 3/4' CONDUIT. t.. ALL :'IRCVIT BREAKERS. TwO t THREE POLE, TO BE COMMOR TRIP. NO TIE HANDLES, OR TANDEMS WILL DE ACCEPTED. 20. ALL FUSES. UNLESS NOTED ON CPAWING, SHALL DE CURRENT LIM ITED FUSES (:.L.) RATED FOR 200.00^ TRAFFIOILO 7"T J4 @ 9 C.C. 1. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE PIPE. 2. MINIMUM PITCH OF ALL HORIZONTAL BRANCHES AND SEWER LINES SHALL OE 1/8" PER LINEAR FOOT. 3. ALL UNDERGROUND PIPING SHALL BE COPPER TYPE K. ALL OTHER WATER PIPING SHALL BE COPPER TYPE L. . 4. ALL WORK OF THIS TRADE MUST COMPLY WITH 'X)LJ T -F� FL. BLDG. CODE AND ALL OTHER LOCAL CODES IN EFFECT. 3. VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND 1 REPORT ANY DISCREPANCIES TO ARCHITECT OR ENGINEER. 6. PROVIDE 1/2 IN. RESEAL LINE FROM WAFER SUPPLY TO EACH FLOOR DRAIN. 7. PROVIDE A SAFE WASTE TO ALL AIR CONDITIONING UNIT CONDENSATE WITH TRAP. U. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. 9. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS AND A SHUT OFF VALVE. 10. PROVIDE INDIVIDUAL SHUT OFF VALVES ON WATER PIPING TO EACH GROUP OF FIXTURES. 11. ALL SOIL, WASTE, VENT AND RAIN WATER PIPING SHALL BE CAST IRON SOIL PIPE, CENTRIFUGALLY SPUN ANSI A112.1.1 -1971. 12. PVC PIPE, DWV PIPE AND FITTINGS MAY BE USED IF INSTALLED APPROPRIATELY IN FIRED RATED CHASES; IF PERMITTED BY CODE; AND IF APPROVED PRIOR TO SIGNING OF. THIS SUB - CONTRACT BY OWNER AND ENGINEER. 13. INSTALL WATER HAMMER ARRESTORS WHEN SHOWN ON PLANS. 14. ALL WATER LINES ABOVE FLOOR SLAB SHALL BE INSULATED WITH 1/2" WALL THICK ARMSTRONG AfMAFLEX 22 OR APPROVED EQUAL. INSULATION SHALL BE INSTALLED AND FINISHED AS RECOMMENDED BY INSULATION MANUFACTURER.' GLUE ALL JOINTS. INSULATE ALL FITTINGS THAT ARE NOT CHROME PLATED. 13. PROVIDE CLEANOUTS,EVERY 50 FT. MIN. INSIDE BLDG. A LEGENDS 'CG DG DOOR GRILLE OL 1VD 5D ACCU OA PLUMBING SYMBOLS TRANSFER GRILLE CEILING SUPPLY DIFFUSERS RETURN AIR REGISTERS EXHAUST AIR REGISTERS ,EXHAUST AIR GRILLES THEhMOSTA!` FIRE DAMPER W /AC.C.LS. `.- VOLUME EXTRACTOR SUPPLY AIR FLOW RETURN AIR FLOW WIRE MESH SCREEN ,st)P)LY REGISTER OACKDRAFT CAMPER VENT THROUCH ROOF OPPOSED BLADE MANUAL VOLUME DAMPER SPLITTER DAMPER UNDER-CUT(DOOR) AIR HANDLING UNIT AIR - COOLED CONDENSING UNIT SMOKE DETECTOR OUTSIDE Alit - !�E'PURN AIA , SUPPLY AIR FRESH AIR INTAKE REFRIGERANT PIPING(INSULATED SUCTION S LIQUID) DUCTWORK TRANSIS PION CLEAN OUT COLD WATER PIPE HOT WATER PIPE SANITARY PIPING; VENT PIPING CONDENSATE DRAIN LINE RAIN WATER LEADER • STORM DRAIN .LINE HOSE BIBB RISER DON } RISER UP .. CAP ON END OF PIPE GATE VALVE OUTSIDE STEM S YOKE VALVE FIRE SPRINKLER AIPINC) (SCHEDULE 40 BLACK STEEL WITH VICTAULIC COUPLINGS IN ACCORDANCE WITH NFPA -13) GENERAL NOTES (AVE) if 1. USE VANES ELBOWS IN ALL :CASES, SFLI =TTER DAMP- INDICATED ON DRAWINGS AND CONTROLS IN BRANCH HDUCT3. 2. PROVIDINF IN. SQ. PROVIDE FIRE E DAMPERS IN ALL; - DUCTS PENETRATING CEILINGS AND WALLS, PARTITIONS AND FLOOR SLABS ANIMA FIRE RATER. T FRESH INTAKES (SEE DRAWINGS). , ALL FIRE. DAMPERS SHALL BE RArED . FQR USE IN CEILING ASSEMBLY SPECIFIED BY ARCHITECT.` '; -': . 5. ALL DUCT ARE CLEAR INSIDE DIMENSIONS. 4 . SEAL DUCTS IN AN APPROVED MANNER AND INSURE 'AGAINST' LEAKAGE. 3. THIS CONTRACTOR SHALL COORDINATE ALL DUCT LOCATIONS WITH ALL TRADES SO THAT NO INTERFERANCES OCCUR, 6. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND a ENGINEERS BEFORE INSTALLATION, TERMINAL AIR DISTRIBUTION DEVICES (C. 0.) CEILING t"L�Cii' F_e. 'i SERIES WITH VOLUME CONTROL DAMPER OPERABLE Mil/ VALE (1F iz y i<, ' `{� ` ( t 3 R. Si.DEWALL REGISTERS MODEL 2/2 --FL 3. (R.A.R.) RETURN AIR REGISTERS MODEL 3 FL S. �' (R.A.G.) RETURN AIR GRILLES MODEL 3.FL. O. ALL SUPPLY AIR DUCT SHALL BE OWENS,CORN /Nu FIBERGLAS THICK) . S El , 9 • ALL EXHAUST AIR DUCT, SMALL 6E' GALVANIZED sH ME EET TA1_`. CONSTRUCTED AND INSTALLED IN AC WITH FASF1RAE AND SMACNA STANDARDS: . 10. IN GENERAL, DUCT OFFSETS :, FIAVE' NQ T' - L; EEN SHOWN. A/C ' CONTRACTOR TO COORDINATE THESE AS REQUIRED. ... 11. ALL OPENINGS IN BLDG. STRUCTURE, FOR DUCTWORK -SHAL 1 IN. LARGER (ON ALL SIDES) THAN DUCT OUTSIDE DIMENSIONS. 12 . I;UN CONDENSATE DRAIN TO CONDENSATE' DRYWELL. 13• ALL EXHAUST FANS: SHALL _ BE A- MIN, . ' UNITS FRESH AIR INTAKES. OF 10 FTC ' FROFf ALL A/ GAL. 730 900t�1030 1200 1600 2000 w 3.6 3 . 4.0 4.0 3_0 1• T • 2 8 10 12 12 0 4. 8 4 0 4. 0 4 4.6 TWIN. 2 2 2 2 2 REINS 6 x 6 10 /10 0 4 x 4 4/ 4 CONC. 3000 P31. 28 DAY Latin C-oir.L {1?,'4 1 .. 413 AtiV 22 E e T C6MCit: =T? NAIL :t,+ i> 4 �i GGiit:VIVA •t'? I..41T IfG8Pf31 1 %2411" `Yd & Li:lif'. VI T'�N I +1- ti$ ( $- ..e.NREV_ t rrr a4 113 cct4CX:3 . fAIP R:2 �-- "k4 .. FF '1�/ t-i ' ji _'ti fic:FA x° tirGi4 �! r . APPROKItp } krie <. fe-�1F zit =s L itt IIdJf2E?. ( e ' + 111C�t; f 14 r .''- r? . DRAWING NUKat;1t* :4111I P 4NTtD ON NO. IOOON CLEAR •RI!Y1