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HomeMy WebLinkAbout1700 OLD ENGLAND LOOP 01-000117 SHEARWALL AND BUILDINGI H5 @ EACH 51DE OF TRU55 OR AT HIP SET ,JACKS EXTERIOR BEARING (2) H5 - ALTERNATE (1) SIMPSON MT512 H5 FA5TENEI BOTTOM GH( OF TRUSS (T OTHER SIDE INTERIOR BEARING MT512 8 145 - ALTERNATE (1) 51MP50N HT520 51MP50N 5P-2 6 EACH 5TUD / PLAI GONNEGTION AT TG FLOOR ONLY. USE SIMP50N H 2.5 IN ALL OTHER LOCATIONS. 12 ER �FTSTOPPING 1/4 IH�11 SIMPSON 5P-1 STUD / PLATE GONNEGTION AT ONE 5TORY 5TRUGTURE5 ONLY. USE SIMP50N H 2.5 IN ALL OTHER LOCATIONS. 5TUD TO PLATE CONNECTION N.T.S. BEAM i HEADER ANCHORAGE 5GHEDULE HEADER 51ZE HEADER TO SUPPORT 5TU05 NO. JAGK5 IP TO 4'-0' 2- SIMP50N M5TA 15 (ONE EACH 51M 1 4'-1" TO 8'-0" 2- 9HP50N M5TI 26 (ONE EAr.,H SIDE) 2 8'-I' TO 12'-0' 2- 51MP50N MST 21 (ONE EACH SIDE) 3 ALIGN 57UD WITH STUD ON FLOOR BELOW WALL (2) G5 16 OR MSTI60 (SEE SHEAR WALL SCHEDULE) SHEAR WALL CORNER r rr " �r� 6•v v H �r HOLD DOWN5 0 ENDS OF SHEAR HALL 5HOWN W/ ASTERISK ' ON PLANS HOLD DOHA (5EE SHEAR HALL 5GHEDULE) n L_ ANCHORAGE SCHEDULE I� LOCATION SPACING DETAIL EXTERIOR PERIMETER BEARING -2.1, '-r TRU55 BRC. ROOF TRUSS TO (1) 51MP50N MTS 12 6 V45 DOUBLE TOP PLATE EACH TRU55 BEARING 3RD. FLOOR T.O.D. TOP PLATES TO EACH SIMP50N H 25 0 16 3 LOAD BEARING 5TUD O.G. 4S AT TOP FLOOR LL ci 0 IN LOAD BEARIN6 STUD G5 22 EVERY 8'-I I/8" AGR055 FLOOR 5Y5TEM FOURTH 5TUD AT THIRD TO SECOND 0 - T75 1-135 TO LOAD BEARING 15EGOND TO FIR5i FLOOR Il 45 STUD BELOW AT 0 12' O.G. TGDL 5PA06 INDICATED Ed • i2' O.c. DETAIL EXTERIOR PERIMETER BEARING MT5 12 AT END HIPS a INTERMED. FRAMING ROOF TRUSS TO SEE 5/45 8 q/4.5 V5 DOUBLE TOP PLATE _ - TOP PLATES TO EACH SIMPSON H 25 8 16' 14-I0d + 8-8d LOAD BEARING 5TUD O.G. 43 AT TOP FLOOR 5 5 LOAD BEARING STUD C5 22 EVERY 2 - MTS 12 ACROSS FLOOR SYSTEM FOURTH 5TO 1AT THIRD i0 SECOND II t0 LOAD BEARING i 5ECOND TO FIRST FLOOR 45 5TU0 BELOW AT 50 2000 - 2500 LBS SPACING INDICATED 14-I0d + 14-I0d + 8-8d DETAIL INTERIOR BEARING AT SHEAR WALL 2 W ` vd orf ROOF TRL55 TO SIMPSON MT5 12 0 45 DOUBLE TOP PLATE EACH TRO55 BEARING 2 - HT5 20 TOP PLATES TO EACH 51MP50N H 25 0 16" /3 45 LOAD BEARING 5TU0 O.G. 24' O.G. AT TOP FLOOR 24" O.G. DOUBLE -PLY GIRDER LOAD BEARING 5TUD 24-I0d 24-10d THROUGH FLOOR SYSTEM G5 22 EVERY DEPTH / PITCH TO LOAD BEARING FOURTH 5W AT THIRD TO SECOND it STUD BELOW AT t SECOND TO FIRST FLOOR 45 5PACING INDICATED 4455 LB5 DETAIL OVER FRAMED TRUSSES SECURE TO LARGE MONO TRUSSES WITH SIMPSON MST 12 EACH SIDE OF �44 5 OVER FRAH$6 TRU55 DETAIL ROOF GIRDER TRUSSES SEE 5TRAPPIN6 50HEDULE 12 45 GIRDER TRU55 DETAIL GABLE ENDS 45 GABLE ENDS M5TA 12 4 ADDITIONAL NAILING ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS C ak e - \0 m O PLATE 1. ALL HORIZONTAL 4 VERTICAL JOINTS SHALL OCCUR OVER FRAMING 4 SHALL BE ATTACHED IN THE 5PACING SHOWN ABOVE EXCEPT ® 5HEARWALL5 (5EE 5HEARWALL DIAGRAM). SOLID 2X BLOCKING OR FRAMING MEMBER SHALL BE AT ALL PANEL EDGES. 2. FOLLOW SHEATHING ORIENTATION DIAGRAM (BELOW). BOTTOM PLATE OF FIRST FLOOR FRAMING 51ALL BE ATTACHED TO FOUNDATION WITH MA5 CONNECTORS AS SCHEDULED. 0� El SHEATHING ORIENTATION DIAGRAM SHEATH I NO N.T.5, 1& OIL 6_ -2.1, '-r TRU55 BRC. FRAMING 4 1011-15/4' STRAPPING SCHEDULE BASE CONNECTIONS ® BOTT. OF SHEARWALL 3RD. FLOOR T.O.D. WALL 11' -II" ROOF TR155E5 ® LL NV v � a IL LL ci 0 IN 2ND. FLOOR T.O.D. O� �o 8'-I I/8" 80 oz �o 0 - T75 1-135 LT5 12 12-10d 12-10d x 1 1/2" 715 LBS 0 12' O.G. TGDL 15 Ed • i2' O.c. 20 TERMED. FRAMING MT5 12 14-10d a INTERMED. FRAMING 1000 L55 BGLL - _ - 1000 - 1500 LB5 MT5 12 + H5 14-I0d + 8-8d 14-I0d x 1 112" + 818d - \0 m O PLATE 1. ALL HORIZONTAL 4 VERTICAL JOINTS SHALL OCCUR OVER FRAMING 4 SHALL BE ATTACHED IN THE 5PACING SHOWN ABOVE EXCEPT ® 5HEARWALL5 (5EE 5HEARWALL DIAGRAM). SOLID 2X BLOCKING OR FRAMING MEMBER SHALL BE AT ALL PANEL EDGES. 2. FOLLOW SHEATHING ORIENTATION DIAGRAM (BELOW). BOTTOM PLATE OF FIRST FLOOR FRAMING 51ALL BE ATTACHED TO FOUNDATION WITH MA5 CONNECTORS AS SCHEDULED. 0� El SHEATHING ORIENTATION DIAGRAM SHEATH I NO N.T.5, BUILDING CODE: 1& OIL 6_ -2.1, '-r TRU55 BRC. FRAMING 4 1011-15/4' STRAPPING SCHEDULE BASE CONNECTIONS ® BOTT. OF SHEARWALL 3RD. FLOOR T.O.D. WALL 11' -II" ROOF TR155E5 3RD FLOOR TRUSS BRC. SHEATHING NAILING PATTERN RECOMMENDED GONNEGTQR IL REQUIREMENT M� L FASTENERS FASTEWR5 ALLOONABLE AM 2ND. FLOOR T.O.D. TGLL 8'-I I/8" 80 2ND FLOOR TRUSS BRC. BUILDING CODE: DESIGN 1997 5BL4rI CRITERIA WIND LOAD: 100 (MPH) FRAMING 4 INTERIOR STRAPPING SCHEDULE BASE CONNECTIONS ® BOTT. OF SHEARWALL NO. WALL APARTMENT BREEZEWAYuPLIFr FLOOR TRUSSES FLOOR TRUSSES ROOF TR155E5 SHEATHING SHEATHING NAILING PATTERN RECOMMENDED GONNEGTQR CONTIN. PLATE HOLD DOWNS AT HORUONT. REQUIREMENT M� L FASTENERS FASTEWR5 ALLOONABLE AM O TGLL 40 80 20 0 - T75 1-135 LT5 12 12-10d 12-10d x 1 1/2" 715 LBS BLOCKING TGDL 15 30 20 715 - 1000 05 MT5 12 14-10d 14-10d x 1 1/2' 1000 L55 BGLL - _ - 1000 - 1500 LB5 MT5 12 + H5 14-I0d + 8-8d 14-I0d x 1 112" + 818d 1455 LB5 000 `L x a ,Q Z o C_7 v SCOL 5 5 10 1500 - 2000 LBS 2 - MTS 12 14-I0d + 14-10d 14-10d x 1 1/2' + 14-IOdxI 1/2' 2000 L55 HEAD 5CADO TOTAL (P5F) 60 115 50 2000 - 2500 LBS 2 - MT5 18 + H5 14-I0d + 14-I0d + 8-8d 14-10d x 1 1/2" + 14-10&1 112' + 8-8d 2455 L135 W ` vd orf 1151 - 25% 51NGLE-PLY GIRDER 2 - HT5 20 20-I0d 20-I0d 3000 LES 5PAGIN6 24' O.G. 24" O.G. 24" O.G. DOUBLE -PLY GIRDER 2 - HTS 20 24-I0d 24-10d 4455 LB5 DEPTH / PITCH 20' 11" b : 12 TRIPLE -PLY GIRDER MTT 288 3/4' AB. N/ LP13 5/8' 24-Ibd 4455 LB5 NOTE: U51 INDICATES UNIFORM 5TRF55 IWREA5E ALLOWING FOR DECKING AND ROOF FINISH MATERIALS ABOVE ROOF TRUSSES AS PER TRU55 MANUFACTURER HOLD DOWN5 0 EN05 OF SHEAR WALL 5HOWN W/ ASTERISK' ON PLAN I SHEAR WALL 5W -I (5EE PLANS) EXTERIOR L-HTT 22 W/ 32-16d UNIT 5HEAR HALL CORNER 5H-1 GROUND FLOOR J Y DRYWALL UNIT �_+ 3 4 3 4 UNIT DRYWALL CONTINUOU` SHEAR WAL SHEAR WALL CONT. INTER5EGTI, 6 WALL INTER5EGTION T\X11- 3X4 - EXTERIOF Z 5W-2 -r Y SEE PLAN 3 4 3 4 UNIT UNIT 2 1/4" AIR SPACE 5W-2 2 1/4" AIR SPACE O O SEE PLAN SHEAR HALL INTERSECTION C@ 5H-2 TENANT NALL5 "/2"=''-0" 5W -I OR EX WALL -5EE HOLD DOWN5 0 ENDS OF SHEAR WALL 5HOWN W/ ASTERISK ' ON PLANS u"1_D DOWN SHEAR LL 5GHEDULE 5PAGE 5HEAR HALL 'IT". 5X4 1-2 (SEE PLAN) 4 5H-2 TO EXTERIOR HALL (5N-1) 1 v2"=1'-0" OIL 0'-0" FIN15HED FLOOR 5TRAP OVER FRAM I NO HOLD DOWN5 0 ENDS OF SHEAR WALL SHOWN W/ ASTERISK ' ON PLANS DRYWALL CONTINUOUS SHEAR WALL 0 1/2"I�iIT INTERSECTION WHEN APPLICABLE 3 3 4 4 EXTERIOR 3 4 UNIT 5W-1 OR EXTERIOR WALL -5EE PLAN 1 1/2"- I' -O" HOLD DOWN SEE SHEAR WALL SCHEDULE 5HEAR NALL IIT" C� SH -3 TO EXT. HALL 5H-1 � 1 1/r= r-0" I S:HE-=AAL FRVWAL_L. .'SCHE9:>LJLNE" o a I DETAIL SHEAR LEVEL FRAMING 4 INTERIOR EXTERIOR INTERIOR BASE CONNECTIONS ® BOTT. OF SHEARWALL NO. WALL ALL CMTRUGTION DESIGNED TO GlhPLY WITH TYPICAL STUDS SHEATHING SHEATHING NAILING PATTERN SHEATHING SCREW PATTERN CONTIN. PLATE HOLD DOWNS AT HORUONT. O MARK O CONFIRM DIAMETER AND EMBEDMENT OF EXPANSION ANCHORS FOR HOLD DOWN JOINT OALL STRAP NAIL5 SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS CONNECT. TO O EACH END SHEATHING W/ 5TRAP MANUFACTURER. ®SEE DETAIL i, 2 15, SHEET 4.7, FOR 51'RAPPIN6 LOCATIONS AT EACH END OF OPENING. IO BLOCKING EDGES INTERMEDIATE EDGES INTERMEDIATE FLOOR DECK OF WALL JOINTS 11,15 ® THIRD 6d NAILS ® 4' O.G. ba • 3 oL. . HOP1Z. Gro' TYPE X I IR 9 6tE IVY 916LE 2 16d 6 0' M M � "6 43 000 `L x a ,Q Z o C_7 v TO 2x4 6 M' OL. V) I W rnn D BLOCAM btb' 058. PANEL EDSM A d 6 IY OL. $YP".IUM HEAD SGRFJ'6 HEAD 5CADO OL. w S0450II 6% W 56 - bd N&L9 SEE PETAL 4 b, SHEET 45 - W cr06 I.- Q v� °, SECOND U W o F- E = a QN um W ` vd orf b' OL. 6 VERT. KkMAOD b V7 OL. b Y7 OL. V z 0 I- CL PAIEL EPOES w U W 43 Li 1-. Q 0 > w ,z x LA_ Ln bd • 5.04. JOB NO. SqS 6�/ / S W - 1 SECOND TO 2x4 6 Ib' OL. GB tA6' OSB. 6 HORIZ PNQ E06M b do 12' OL. Sro' TYPE x OYMH I V7 Bu6LE I V7 9 tE 6 Ir 5w� SEE PETAL 06 4 b, 45 FIRST d 6' OL.6 VBLT. W4.LBOARD � �p� H V2' OL. WAD b V7 OL. 2d6d w 5 SHEET 45 EXTER, PAHA EPbEb 7/45 HALL bd 6 5' OL. FIRST 6 HORIZ S@' TYPE x 1 V2' 1111612 1 V711URE V7 DIAMETER To 'sm OL. 9LCKED tAb' 058. PAWi EDSB b d 6 12' OL 6YPSLM HAD 9GF66 WAO 9006 A 2016 24' © HrT n SEE L 17 SEC OCTAL 116 1 b, SHEET 45 FOUND. 616' 0 VERT. KkiWAR0 64 V704 64 V7 OL. 0../0iB O 2 745 PVOL ANEL EG6F5 Q SHEET 45 DETAIL SHEAR LEVEL FRAMING 4 INTERIOR EXTERIOR INTERIOR BASE CONNECTIONS ® BO T. OF SHEARWALL TYPICAL S7VD5 SHEATHING SHEATHING SCREW PATTERN SHEATHING SCREW PATTERN CONTIN. PLATE HOLD DOWNS AT HORIZONT. NO, WALL MARK JOINT CONNECT. TO O EACH ENO SHEATHING EDGES INTERMEDIATE EDGES INTERMEDIATE BLOCKING FLOOR DECK OF WALL JOINTS I 43 THIRD 1 Vl 9;E1.E I V7 CU6LC 1 V r mksu I V7 SMILE • Cr 564'5011 GSM 4 TO 7X4 • M' OL. a4CY�9 sro• TYPE x HAD SCADO HEAD surge .�. ME .X. IAD SC" HAD SCRPl6 or, OL. W S6 • bd NA6.5 W ' SECOND 6YMH ob V7 OL. b V7 OL 6YPy.M 66 VY OL. b V7 OL. KAUmw SW -2 SECOND i0 7X4 6 W OL. p 5/6, TYPE x I V7 9161.E HEAD SGRB6 I V7 BUGLEI HERO SGREi6 '� rrPE x V7 BUGLE HEAD SC406 1 V7 C66LE HEAD SC.FaO 2-16d 6 6' tv swsm GSM f i RST GYP. B0. N V7 OL. b V7 OL. GYP BD 64 V7 Of. b V7 OL. OL. W $6.6a NAC 5 - � AV 9 TENANT 43 4 w aLL FIRST sro' TYPO x 1 V7 96tE 11/21 aw S!b' TYPE X IVY ew 1 V7 Cu6LP A mY m O HrR 22 To FOUND. 3X4 6 M' OL. OIOGI ED 6 rEfD 9GRb6 L04 EAD O 6N4 SUM � WAD 5CAM 0 c SEE PVAIO L "6 15 �� 7 OL. �B 04 tTo YP. SHEET 45 DETAIL SHEAR LEVEL FRAMING 4 INTERIOR EXTERIOR INTERIOR BASE CONNECTIONS A BOTT. OF SHEARWALL TYPICAL STUDS SHEATHING SHEATHINGSCREW PATTERN SHEATHING SCREW PATTERN CONTIN. PLATE HOLD DOWNS FRAMING NO. WALL MARK JOINT CONNECT. TO O EACH END CONNECTIONS EDGES INTERMEDIATE EDGES INTERMEDIATE BLOCKING FLOOR DECK OF WALL THIRD ® 1 V7 916LE 1 1/2' 96LC 9ro' TYPE x 1 V7 SURE I V7 9161E TO 2x4 6 VOL. 9/b' TYPE x HAD W466 HEAD SGRE+6 6YPJM HEAD S FZ* HEAD SGS`+ 2 -Md 6 17 050 G50 SEE PETAL b, SECOND 6YP'�.M WA180AFD b V7 OL. b V7 of. 144LIMMID b67 OL. b V7 OL. Of. W 36 • bd W1.5 SHEET 45 Y43 (� SW -3 SECOND ro zc4 • M' Of. 9.axEP sro• TYPE x 11/7 DXLE 1 V2' 9161E sro' TYPE x 1 V2' 9161E I V7 &GLE 2 -Ma 6 6' ty Sr�r9oR c5M SEE DETAIL w, INT. FIRST 6YP. BD. IAD %%43.6 HEAP %Fat 6YalN HEAP SCREr6 HEAD 5caa6 OL. W 56 - Od HY k5 SHEET 45 N V7 OL. b VY OL. WJIBOARD M V2' OL. b V7 OL. pj UNIT NALMA90 /43 kALL ® FIRST 2X4 6 M' OL. Gro• TYPE x 6YVl.L�ARD I UJ' ftGLE i V7' BUGLE s2' TYPE x I V7 9161.E I V2' 11U61P 112* DIAMETER b. To FOUND. RlLG) &OcXEP HAP 5CF 15, N IR' OL, FEAR 5GREN5 H V2' OL. NAS HEAD SGRE16 64 VY OL. LEAD 5006 64 V7 OL. 0 "'T� 1 SEE PETAL "D 51W 45 Y @16BF SSLAB M. Q 9 SHEET 4$ NOTES: 51 MA5 MLMLL ANCHORS 0 20' O.G. FOR EXTERIOR WALL5 4 INTERIOR SHEAR WALLS, 0 46' O.G. O NAIL PATTERN BASED ON P -NAIL CRITERIA FOR INTERIOR BEARING WALL5. MAY BE USED IN PLACE OF ANCHOR BOLTS. ALL CMTRUGTION DESIGNED TO GlhPLY WITH ® CONFIRM DIAMETER OF ANCHOR BOLT FOR HOLDOM W/ STRAP MANUFACTURER 100 MPH WIND LOAD CRITERIA A5 PER SECTION O ALL TRL55E5 AND CON5TRUGTION 5HALL BE DE5161,W TO 100 MPH WINOLOAD. O CONFIRM DIAMETER AND EMBEDMENT OF EXPANSION ANCHORS FOR HOLD DOWN 1606 OF THE 5TANDARD D01.0% GORE AM. OALL STRAP NAIL5 SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS W/ 5TRAP MANUFACTURER. ®SEE DETAIL i, 2 15, SHEET 4.7, FOR 51'RAPPIN6 LOCATIONS AT EACH END OF OPENING. IO FRAMIW TO BE SPACED AT 24' O.G. NO WALL5 ARE INTERIOR 4 NON-BEARING OPROVIDE 3X4 STUDS AS INDICATED FOR 3 5TORY WILDIN65. ® PROVIDE 2X4 STUDS A5 INDICATED FOR 2 STORY BUILDINGS. 6d NAILS ® 4' O.G. 51NGLE 20 w/ xI 1/2 '0 w/ x1 1/2 ON IN51DE OF 5TUD O I RDER DETAILS 51MP50N G5 22 CLEAR SPAN PLUS 6 1/2" (END LENGTH) OVER UPPER 4 LOWER STUD. INSTALL 6 - 10d NAILS UPPER 4 LONER 5TUD, SPACE STRAP AS PER ANCHORAGE SCHEDULE. DOUBLE LADDER TRU55 PERIMETER 5TRAPPIN6 END LENGTH DOES NOT INCLUDE THE TOP OR BOTTOM PLATE N.T.S. 3 x 4 "X" BRACING 1/4 POINTS OF TRU% \/ SPAN, TWO BAYS BALK FROM FACE OF TR)55, TYP. 1 HT520 w/ IOd xI 1/2 k6H N.T.S. NAILS BASED ON SHEAR WALL REOUIREMENT5 GABLE END TRUSS GYPSUM CEILING DIAPHRAGM �-- - 5IMP50N "M5TAI2" WOOD WALL SEE WALL COVERING DETAILS ON SHEET ed 6 GABLE END DETA I L N.T.S. 3X4 0 16' OL. 5W-2 (5EE PLANS) 5H- I 3XA A is " n e 3X4 ® 16' O.G. L.- 5/5 GWB 1 1/2" - 1'- 0" 5/8" GNB SHEAR HALL 5H-3 1 1/2" = 1'-0" T 0 4 O w v1 O �1 U Z M M � - Z 000 `L x a ,Q Z o C_7 v W V) I W rnn D CO D 0 o cr-❑ WM IW- o Z r z E 0 W `` - W cr06 I.- Q v� °, U W o F- E = a QN um W ` vd orf ❑ V) Z a Z o Z .` Q o QCL 1 V z 0 I- CL w U W Li 1-. Q 0 > w ,z x LA_ Ln JOB NO. SqS DRAWN BY JRC, CHECKED BY GB APPROVED BY JBB DATE 5A5/00 SHEET NO. 4.5 I H5 @ EACH 5112E OF TRU55 OR AT HIP 5ET JAGK5 EXTERIOR BEARING (2) H5 - ALTERNATE (1) 51MP50N MT512 FA5TENEC TTOM GHC TRU55 (T' -IFR 51DE "INTERIOR BEARINOBEARINO MT512 d H5 - ALTERNATE (1) 51MPSON HT520 �P50N 5P-2 kGH 5TUD / PLAT )NNEGTION AT TC OCR ONLY. E 51MPSON H 2.5 ALL OTHER )CATIONS. 12 ER �75TOPPI NG 5IMP50N 5P-1 © 5TUD / PLATE GONNEGTION AT ONE 5TORY 5TRUGTURE5 ONLY. U5E 51MP50N H 2.5 IN ALL OTHER LOGATION5. 3 5TUD TO PLATE CONNECTION N.T.5. BEAM & HEADER ANCHORAGE SCHEDULE HEADER 51ZE HEADER TO SUPPORT 5TUD5 N0. JAGK5 IF TO 4'-0" 2- 51MP50N M5TA 15 (ONE EACH SIDE) I 4'-1' TO b'-0" 2- 5IW50N M5TI 26 (ONE EACH SIDE) 2 8'-1" TO 12'-0" 2- SIMPSON MST 21 (OW EACH SIDE) 3 SHEAR EXTERIOR ALIGN 5TUD WITH 5TUD ON FLOOR BELOW (2) C5 ib (5EE SHEAR HALL 5GHEDULE) -2X4 UNIT 2 5HEAR HALL CORNER ® 5H -I UI;'F'IER LOOR5 HOLD DOWN5 ® EN05 OF SHEAR WALL 5HOWN W/ ASTERISK ON PLANS HOLD DOWN (SEE 5HEAR WALL 5GHEDULE) 2x4 UNIT CY L �7 SHEAR WALL GONT. 0 WALL INTERSECTION 2X4 -- UNIT DRYWALL zSW-2 � 4 SEE PLAN 4 UNIT UNIT - O O 2 1/4' AIR SPACE ' ;, 5HEAR HALL I NTER5ECTI ON 2 1/4" AIR SPACE 5H-2 SEE PLAN 5H-2 TENANT HALL5 [� ANCHORAGE SCHEDULE LOCATION SPACING DETAIL EXTERIOR PERIMETER BEARING Q ROOF TRU55 TO (1) SIMPSON MTS 12 0 Vb DOUBLE TOP PLATE EACH TRU55 BEARIN 62 CIL- TOP PLATES TO EACH SIMP50N H 23 0 16" �/412 LOAD BEARING STINT O.G. NALIN6 PATTERN AT TOP FLOOR FINISHED FLOOR 50 LOAD BEARING STUD C5 22 EVERY - ry AC RO55 FLOOR SYSTEM FOURTH 5TUD AT SECOND TO FIRST Nw TO LOAD BEARING FLOOR It�STUD 4b BELON AT 7 (Z 5PACIN6INDICATED 14-I0d DETAIL EXTERIOR PERIMETER BEARING EXE5 AT END HIPS '/4 ROOF TRU55 TO SEE 5/4b d q/4.6 b DOUBLE TOP PLATE 14-I0d + b-bd 14-10d x 11/2" + 5/bd TOP PLATES TO EACH SIMP50N H 2.5 0 Ib' SCOL LOAD BEARING STUD O.G. 4b AT TOP FLOOR 2 - MT512 14-10d + 14-IOd LOAD BEARING STUD 2000 L55 o ACRO55 FLOOR SYSTEM 115 11 TO LOAD BEARING 2 - MT5 IB + H5 4b STUD BELOH AT ERY (5 22 EVERY i "n Q- h INDICATED FC)URTH 5TUD AT SECOND TO FIR5T 25% FLOOR DETAIL INTERIOR BEARING AT SHEAR WALL 2 20-I0d ROOF TRU55 TO 51MP50N MT512 4 �4b DOUBLE TOP PLATE EACH TRU55 BEARl% DOUBLE -PLY GIRDER 2 - HT5 20 24-I0d 24-I0d TOP PLATES TO EACH SIMP50N H 23 0 16' /3 4b LOAD BEARING STUD O.C. TRIPLE -PLY GIRDER AT TOP FLOOR 3/4' AB. W/ LPB 5/8" 24 Ibd LOAD BEARING STUD lbd i b' W 56 bd THROUGH FLOOR SYSTEM .1 SH' ( TO LOAD BEARING 2x4 i Ib' OL. II 4.6 5TUD BELOH AT C5 22 EVERY PANEL EDGES 5PAGIN6 INDICATED FOURTH 5TLV AT 5EGOND TO FIRST W -V %REY6 HEAD %REI 5 FLOOR DETAIL OVER FRAMED TRUSSES 14 6I� SECURE TO LARGE MONO TRU55E5 WITH FIRST 9MP50N MST 12 EACH 5112E OF �/4 b OVER FRAMING TRU65 DETAIL ROOF GIRDER TRUSSES ►�OARO SEE 5TRAPPINO 5CHER L.E 12 61RDER TRU55 4b JOB NO. DETAIL GABLE ENDS Ib 46 GABLE ENDS MSTA 11 d ADDITIONAL NAILING ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS • N Y TRU55 BRC. Lu 8d 0 3" O.G. Q g' -g 1/8" EXTERIOR 2ND. FLR TOP OF DECKING ►- PJ' -I il8" u APARTMENT BREEZENAY FLOOR TRU56E5 FLOOR TRUSSES W CIL- j FLOOR TRU55 BRC, RECOMMENDED CONNECTOR 4 O 0.-0" AuLOwABLE NALIN6 PATTERN TGLL FINISHED FLOOR 50 ' qd • ry O a - ry o 12-10d x 11/2' Nw O dJ • oz $o 15 oz �o 7 (Z H oz �o 14-I0d bd 0 3" O.G. Dd o 12' O.G. bd 0 12'OL, e TERMED. FRAM06 0 INTERRED. FRAMING 0 a 8403"O.G. I. ALL HORIZONTAL d VERTICAL JOINTS SHALL OCCUR OVER FRAMING d SHALL BE ATTACHED IN THE 5PAGING SHOWN ABOVE EXCEPT 0 5HEARHALL5 (SEE 5HEARWALL DIAGRAM). SOLID 2X BLOCKING OR FRAMING MEMBER SHALL BE AT ALL PANEL ED6E5. 2. FOLLOW SHEATHING ORIENTATION DIAGRAM (BELOW). BOTTOM PLATE OF FIRST FLOOR FRAMING SHALL BE ATTACHED TO FOUNDATION WITH MA5 CONNECTORS AS SCHEDULED, PLATE DESIGN CRITERIA BUILDING CODE: Igg1 55:411 HIND LOAD: N Y TRU55 BRC. Lu (D5IMP5ON Q g' -g 1/8" EXTERIOR 2ND. FLR TOP OF DECKING ►- PJ' -I il8" u APARTMENT BREEZENAY FLOOR TRU56E5 FLOOR TRUSSES W CIL- j FLOOR TRU55 BRC, RECOMMENDED CONNECTOR 4 O 0.-0" AuLOwABLE NALIN6 PATTERN TGLL FINISHED FLOOR DESIGN CRITERIA BUILDING CODE: Igg1 55:411 HIND LOAD: 100 (MPH) (D5IMP5ON STRAPPING SCHEDULE EXTERIOR INTERIOR APARTMENT BREEZENAY FLOOR TRU56E5 FLOOR TRUSSES ROOF TRUSSES, UPLIFT LEVEL RECOMMENDED CONNECTOR No, sn 75 0 REQUIREMENT MOL FAsrL Rs FASTERS AuLOwABLE NALIN6 PATTERN TGLL 40 50 20 0 - 75 LB5 LT5 12 12-I0d 12-10d x 11/2' T15 LB5 MARK TGDL 15 30 20 TT5 - 1000 05 MTS 12 14-I0d 14-I0d x 11/2" 1000 LBS EXE5 BOLL - - - 1000 - 1500 LBS MT512 + H5 14-I0d + b-bd 14-10d x 11/2" + 5/bd 1455 LB5 W SCOL 5 5 10 1500 - 2000 L55 2 - MT512 14-10d + 14-IOd 14-I0d x 1 112" + 14-I0dxl 1/2' 2000 L55 o TOTAL (P5F) 60 115 50 1 2000 - 2500 LBS 2 - MT5 IB + H5 14-I0d + 14-I0d + b-bd 14-I0d x 1 1/2" + 14-IOcW 1/2' + &8d 2455 LB5 i "n Q- h U51 - 25% 51N65LE-PLY GIRDER 2 - HT5 20 20-10d 20-I0d 3000 L135 SPACING 24'OL. 24" O.G 24" O.G. DOUBLE -PLY GIRDER 2 - HT5 20 24-I0d 24-I0d 3000 LB5 DEPTH / PITCH 20' 11" b: 12 TRIPLE -PLY GIRDER MTT 286 3/4' AB. W/ LPB 5/8" 24 Ibd 4455 LB5 NOTE: U51 INDICATES UNIFORM 5TRE55 INCREASE ALLOWING FOR DECKING AND ROOF FIN15H MATERIALS ABOVE ROOF TR65E5 AS, PER TRU55 MANUFAGTUR.ER. HOLD DOWN5 0 ENDS OF SHEAR WALL 5HOHN W/ A57ERI% 4 ON PLANS SHEAR WALL 5W -I (SEE PLANS) EXTERIOR HTT 22 H/ 32-I6d UNIT 5HEAR HALL CORNER @ 5H- I GROUND FLOOR DRYWALL GONTINUOL SHEAR WA INTER5EG1 EXTERIOR SW -I OR E WALL -50 HOLD DOHN5 0 ENDS OF SHEAR WALL 5HOWN Al ASTERISK ' ON PLANS 1 1/2"=1'-0' N.T.5. SHEAR WAL/. SC:"lE= l.JlLE 215 l (D5IMP5ON FRAMIN5 4 INTERIOR EXTERIOR INTERIOR BASE CONNECTIONS 0 BOTTOM OF SHEAR WALL DETAIL SHEAR LEVEL TYPICAL snm No, sn 75 0 5WATHIN6 5WATHN6 NALIN6 PATTERN SfATHN6 %PZH PATTERN LGNTINL PLATE HOLD PQv#6 AT HORIZONT. .HALL V ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBERVU MIN. 12 NAIL DIAMETERS w1 MARK 4Q SEE i, 2, d 5 SHEET 54.1 FOR STRAPPING LOCATIONS AT EACH END OF OPENING. EA END 1 0 JOINT O PROVIDE 3x4 STUD A5 INDICATED FOR 3 -STORY BUILDIN655. COMMIT. TO • EACH END 5EATWN6 EXE5 INTERNEPIATE W6E5 DITER)4nATE M M � n v C) M Z Ur _ EA OPEw* O,OCKKM W V) o FLOOR DECK OF WAU JOMT9 / �El- Z w N N ILL06(T W >_ N U � w ~ o U W = U W ❑ •s Z Z v c Q c i "n Q- h 1114 /� 8 co z 0 CL bd 0 5' OL. Sb gl r21 c56 4 b e pD 0 HORIZ. PER DET. 10. 5/6, TYPE x 1 U2' BUGLE i VY azu lbd i b' W 56 bd 5if DETAIL .1 SH' ( TO 2x4 i Ib' OL. 2.2x4 NIb' 058. PANEL EDGES SHEET 4b 6YP51.M W -V %REY6 HEAD %REI 5 NAkS "b 1 b 14 6I� FIRST OGLED b' OL.1 VERT. ►�OARO OD I/2 OL. OD V21 OL. 51T, 46 JOB NO. 5qS DRAWN BY ® CHECKED BY PANEL EDGES APPROVED BY JBB DATE 5/15/00 SHEET NO. HALL / bd 0 5' OL. 1,q FIRST • HORIZ. P@1 DET. b, s!b' TYPE x IVY BUSLE I V2' BJ6LE VY aNO:TER NTT 22 4.6 TO 2x4 0 W OL. 2 - 2c4 D 1Ib' OSB. PANS. ED6E5 SHEET 46 GYP5N4 H:M `� NEM ` A'J0'1 0 24' 5EE PETAL 2 3 FOND' PAN$ EDGES 04 Vi OL. eb U2' OL. ro � TYP. q 9FIT. 46 b DETAIL SHEAR LEVEL FRAMING 4 INTERIOR INTERIOR SIDE I INTERIOR 5112E 2 BASE COANE6TION5 0 BOrr OF SHEAR WALL ND. WALL TYPICAL SM75 W. 5TLD5 0 SFEATH Rki SLf.Alll* SC *& PATTERN IWATHN6 SCREFI PATTERN CONTINL PLATE HOLD DOWNS AT HORIZONT. EA END 1 0 JOINT 00W EV. TO i EACH BID 5fEATWN5 ED6E5 NTERhEDIATE ED6E5 INTERFEDIATE EA OPENRi6 . BLOGKNi6 FLOOR DECK OF HALL JOINT5 5N50N r2U 4% 114.b 5H-2 SECOID 10 2x4 iib' Of, 2-2x4 5/b' TYPE x 1 VY MILE HEAD SCREWS I VY BUGLE HEAD 5CREt6 6 � x IVY BUGLE HEAD SGfDo 1 V2' pa -F HEAD SCRE4 2-16d 0 r 0i % & N � MIT BLOCItEA 6YP5UH Ob V2.O.G. Ob Ur OL. WALLBOARD Ob VY OL. Ob V2' OL. WALLBOARD bq TEWxul 4.b q�b V 5s0•P252om 518' TYPE x I IPL' BUBLE I VY EWLE 5�,• TypE •x I Vr BWLE I VY Buss DIAMETER s 2411 15/6 TO MAO. 2M 2x4 0 Ib' OL. 2 1"4 mom 6 NEM 5CRA6 04 u2' Of, HFJD SCREt6 ib V2 or. 6Yp" y� WAD SCREWS 14 I/2 oL. HEAD %R&6 Ob 1R OL. 0.0 . TO SLAZ T 5EE PETAL$ fp/4b . O O b o DETAIL SHEAR LEVEL FRAMING 4 INTERIOR INTERIOR SIDE I INTERIOR 5112E 2 BASE C.ONNVEGTION5 0 BOTT. OF SHEAR HALL NO. TYPK,AL STL05 NO. STW5 0 SFEATMING 5 EATHN6 50" PATTERN SFEEATWN6 5CMN PATTERN GONTTt1 PLATE H7LD DOY4$ FRAFNi6 EA END i • JOINT --MTFRhED1ATE CONNECT. TO 0 EACH BID ComeTO6 EA CPETIIN6 . BLS EWES EA6E`v INTERITflIATE FLOOR PECK OF W+11 5H50N (2! c516 5EE SECTON 5mm 1 VY BUGLE 1 V2' BLYI.E 5/b' TYPE x I VT aLw IVY BWLE W 56 bd b 5HT. 4b '3 TO 2x4 • Ib' OL. 2.2x4 5Ri• TYPE x HEM SCRB'Ci HEM SGRFJ6 6YP5M LEAD SCREtb HElD SCREY6 2-I6d 0 l NNIS INT. FIRST BLOCKED 6YP`aIM OD VY OL. M UY OL. WALLWARD Ob L4'04, Ob LPY OL. OL. UNIT® WALLBOARD 13 / ►MALL / 4.6 4b SPD' TYPE x I Vr 06W IVY BJft.E 5m' TYPE X' VY BUGLE 1 V2' BWLE VY aAMEIEft 5PP`SON SEE SECTON T6Y�.LM 2x41 Ib' OL. 2 -2x4 BILCKED � 5(AM*.l91 6YP5WAD WN.L80A� 04 502'HTT 22 SEE PET lb 5M 4bJ. L4-6]Lj[ WALLBOARD 06 V2 Ob 111 O SLAB To 8 %T. 4b O h b NOTES: l (D5IMP5ON MA5 MUD5ILL ANCHOR 0 20' O.G. FOR EXTERIOR NALL5 4 INTERIOR SHEAR O NAIL PATTERN BASED ON P -NAIL CRITERIA V HALLS, 48' O.G. FOR INTERIOR BEARING WALL5. MAY BE USED IN PLACE OF ANCHOR WALL END LADDER TRU55 UPPER d LOWER STUD, BOLTS. ® CONFIRM DIAMETER AND EMBEDMENT OF EXPANSION ANCHOR5 FOR HOLD DOWN H/ STRAP w ALL TRU55B AND CONSTRUCTION SHALL BE DE56NED TO 100 MPH HINDLOAD, 5TRAFP I N6 MANUFACTURER �1 rdlN `% CONFIRM DIAMETER AND EMBEDMENT OF EXPANSION ANCHORS FOR HOLD DOW V ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBERVU MIN. 12 NAIL DIAMETERS w1 STRAP MANUFACTURER 4Q SEE i, 2, d 5 SHEET 54.1 FOR STRAPPING LOCATIONS AT EACH END OF OPENING. 10 FRAMING TO BE SPACED AT 24' O.G. WAN WALLS ARE INTERIOR t NON-BEARIN6 O PROVIDE 3x4 STUD A5 INDICATED FOR 3 -STORY BUILDIN655. © PROVIDE 2X4 5TUD5 A5 INDICATED FOR 2-5TORY BUILDINGS. �1 STRAW OVER FRAM I NCS )HEAR HOLD DOWNS 0 D05 OF SHEAR WALL I SCHEDULE 5HOWN W/ ASTERISK ON PLANS AIR WAGE DRYWALL CONTINUOUS SHEAR WALL 0 4 1/2' UNIT INTERSECTION WHEN APPLICABLE C XTERIOR V4 T44 - 5H -I OR EXTERIOR UNIT WALL -5EE PLAN (SEE PLAN 5HEAR HALL IITII @ 5H-2 TO EXTERIOR WALL 5H-1 11/211!,1-0' -HOLD DOWNS SEE SHEAR WAIL 56HEMLE SH -3 5HEAR HALL IITII @ 5H-5 TO EXT. WALL (5161-1) 1 V2- -0' 51NCLE 10 H/ x1 1/2 ON IN51DE OF 5TUD GIRDER DETA I L5 DOU5LE SIMP50N C5 22 CLEAR SPAN --J l PLUS b 1/2" (END LENGTH) OVER UPPER d LOWER 5TUD. V INSTALL b - IOd NAILS 0 WALL END LADDER TRU55 UPPER d LOWER STUD, 5PAGE STRAP AS, PER Q� ANCHORAGE SCHEDULE. w 'ERI METER 5TRAFP I N6 u.T.s. LENGTH DOES INCLUDE THE OR BOTTOM TE KT.5. HT520H/ 4 IOd xi 1/2 qCH ALL CONSTRUCTION DE5I6NED TO COMPLY WITH 100 MPH HIND LOAD CRITERIA A5 PER SECTION IbOb OF THE STANDARD BUILDING CODE Ig9i. X, X GABLE END DETAIL, 5H- I 2 x 4 "X" BRACING 0 1/4 POINTS OF TRUSS SPAN, TWO BAYS BACK FROM FADE OF TRU55, TYP. �- 80 NAILS 0 4" O.G. -NAILS BASED ON SHEAR WALL REOUIREMENT5 GABLE END TRU55 GYP5UM CEILING DIAPHRAGM 51MP50N "M5TAI2" 0 32" O.G. WOOD WALL SEE WALL COVERING DETAILS ON SHEET &.1 1 1/2" - I'-0' qua ® IA. O.G. 2X4 0 1' " 5HEAR HALL 5H-3 civ v+w 1 1/2' = 1'-0' 1 1/2' = 1'-0' 1 1/2' = I'-0' Q 0 V o Q� w O o �1 w1 0 h h� �1 M M � n v C) M Z Ur _ C:) rn 0 4y X Q z 0 �7 0 W V) o � 0 Wv o r❑ ►`l'- s z M �El- Z w N N ILL06(T W >_ N U � w ~ o U W = U W ❑ •s Z Z v c Q c i "n Q- h 8 co z 0 CL U L0 w 0 w r a 0 w a zlitz x 1- V) JOB NO. 5qS DRAWN BY JRG CHECKED BY GB APPROVED BY JBB DATE 5/15/00 SHEET NO. 1/2" GYPSUM WALLBOARD DRAFT5TOPPING ;/-,`TRU55 DETAIL )ER TRU55 (FLOOR/CEILING DETAIL SIMILAR; DRAFT5TOPPING ON UNIT 51PE OF BREEZEWAY NALL) BREEZEWAY PROVIDE VERTIC� WALL FOR G01 DRAFT5 �TRUSS DETAIL UNIT 1/16" 0.5.8. ROOF DECK ROOF TRU55 ALIGN W/ 5HEARNALL 1/2" GYPSUM WALLBOARD DRAFT5TOPPING UNIT CONTINUOUS ROOF TRU55 (FLOOR/CEILING DETAIL SIMILAR; PRAFT5TOPPING ON I 1/2 UNIT 51PE OF BREEZENAY NALL) BREEZEW, 1/2'I GYPS NALLBOA DRAFTST( LADDER �TR U! ETAIL UNIT ROOF TRU55 - HOLD OFF WALL (FLOOR/CEILING DETAIL SIMILAR; DRAFT5TOPPING ON 1 1/2"=I'-0 UNIT 51PE OF BREEZEWAY NALL) FLOOR ABOVE 51MP5C SEE a (2) 2X HEAOEf SEE 5G SGHEMATIG DOOR FRAMING (TYP.) ® BRC. WALL PROVIDE BLOCKING - FOR LOAD TRANSFER IN FLOOR SYSTEM FLOOR TRUSSES ABOVE (TYP) 51MP50N M5TA— SEE 5GH. 5HEET5 4.5 4 4.6 (2) 2X HEADER5 SEE FRAMING PLAN SEE BEAM e HEADER ANCHOR 5CHEDULE 5HT5. 4.5 4 4.6 FOR NUMBER OF JACKS SGHEMATIG WINDOW FRAMING (TYP.) N.T.5. N.T.5. T01 5/4" GYPGRETE LIGHT WT. GONG. I LAYER 5/8" GYP. BOARD ON RESILIENT CHANNELS 5/4" GYPGRETE LIGHT NT. GONG. 1 LAYER 5/8" GYP, BOARD ON RE51LIENT CHANNELS 51MP50N HTT22 (BE) EN05 OF WALL SEE FRAM'G PLANS FOR LOCATIONS MARKED W/ AN ASTER15K NOTE: ALL 5TRAP5 AND TIES ARE 51MP50N OR APPROVED EQUIVALENT. REFER TO SHEAR WALL SCHEDULE FOR EXACT DESIGNATIONS AND SPECIAL NOTES. USE ONLY 55CC1 APPROVED STRAPS. GYP. BOARD ON CHANNELS SIL IB" O.C. TOP FLOOR G.N.B. 5HEARNALL )R FASTENING 12" O.G. 2ND LR. 65 N/ NALL HAVE DIAGONAL 3ER5) OR PROVIDE .L W/ 1/16" 0.5.5. 5 -ONE 51DE N/ Sd ).C. 15T TO SHEARWALL SW -3 5/8" G.N.B. ) 5HEARWALL OR FA5TENING 12" O.G. 2ND LR. 65 Al WALL > HAVE DIAGONAL 3ER5) OR PROVIDE L W/ 7/16" 0.5.5. 5 -ONE 51DE Al 5d O.G. �.C. 15T TO /8" WALL (2)-H5 ® EACH TRU55 BEARING ONE EACH 51DE OF TRU55 (ALTERNATE H-10) (2) 51MP50N G5 IE 51MP50N M5TI 60 OF 5HEARWALL. F 5HEARNALL SCHE SPECIFIC STRAP DESIGNATION FOF FLOOR S NO. OF M5TA STRAP TIE HEADER TO 5UPPi STUDS ONE @ EA. REFER TO 5GHED STRAP 51ZE (2)51MP50N (516 51MP50N M5T160 END OF 5HEARWA REFER TO SHEAR! 5GHED. FOR SPEC STRAP DE5I5NA" EA. FLOOR $ NO. 5TORIE5 M5TI STRAP TIE FROM HEADER T SUPPORT STUDS @ EA. SIDE. REFE TO 5GHED. FOR STRAP 51ZE ANCHOR BOLTS: DIA. A501 ® 24" SLAB UNLE55 NO' OTHERNI5E IN 5HEARNALL 5CHE 51MP50N H722 H OF NALL. REFER LOCATIONS REFE' 5( HED. FOR SPEC SEE MANUF. SPEC ANCHOR BOLT 51i=) r=" " \ F A F�F INS 01A6RAM WOOD RC TRU55E5 24" O.G. ALL GAE PER DETA :T 4.6 )RRICANE -OAP BEA 6" O.G) G5 22 CLEAR SPAN N/6 IOd NAILS OVERLAP 6 1/2" @ EA. END OF VERTICAL STUD. SEE EVERY FOURTH STUD SOLID TRAP (2) 51MP50N G5 16 OR (1) 51MP50N M5TI 60 @ EA. END OF 5HEARNALL. REFER TO 5HEARWALL G.ucn =meq SPEGIFIG STRAP )N FOR EA. FLOOR 8 NO. 1 1/2" = 1'-0" 1 TYPICAL CONDITIONS N.T.S. 05 22 CLEAR SPAN W/6 IOd NAILS OVERLAP 5 1/2" @ EA. END OF VERTICAL STUD. SEE EVERY FOURTH STUD PROVIDE 2x4 SOLID BLOCKING @ STRAP LOCATION (2) 51MP50N 0516 OR (I) 51MP50N M5TI60 8 EA. END OF 5HEARNALL. REFER TO 5HEARNALL 5GHED. FOR SPECIFIC STRAP DE516NATION FOR EA. FLOOR 4 NO. OF 5TORIE5 6HOR BOLT .TERNATE MA5 )PSILL ANCHOR 'RAP @ 20"" O.C. I I JVI ILVVLL VIS �� f3Ul �Pl N��ENTR��[�)E TA� I L. 5HT. 4.2) l r7 1 1 LAYER 1/2" GYPSUM E30ARD DRAFT5TOPPII 7116" 056 -FASTEN TO r &nnt:a TRL55 W/80 G. a PANEL O.G. kTE SHEARNALL 5N-2 TRU55E5 PERPENDICULAR TO 5HEARWALL 1 1/2"-1'-0" I LAYER 1/2" GYPSUM MnACM r)cArT5TOPPIN5 (1/16" 0.5.8. 5 HU 8d ® 4" O.G) :U55 TENANT 5EPARATION NALL. ALIGN TRU55 V R BREEZENAY NALL-TRU55 TO HAVE PIAG00k NEB MEMBERS OR 1/16" 0.5.8. SHEATHING ONE SIDE N/ 8d NAILS 4" O.G. BREEZENAY 5HEA"ALL 5W-1 5/8" VAULTED CEILING UNIT W a 0 v N i o z o 0 QX z M ao 0 V JW a M Wo 00 rzlC3 0:: 0 w ❑ M W ❑ F— a .o z WZD� 06L U n `n W w � = a U a N W ❑ z U Z z. CC a a o J Q u� e Z 0 U V) Li 0 w a 0 W X u - V) JOB NO. 5�IS DRAWN BY PB5 CHECKED BY GS APPROVED BY J66 DATE 5A5/00 SHEET NO. 4.7 1 IV (;E=r.nNo FI _OOR 5YWIETRIGAL ABOUT CENTERLINE INDICATES 2nd FLOOR ROOF BELOW (TYP.) Rim niNr -rYPE I FIRST 4 SEGOND.FLOOR $ LICE SAFETY F`1.AN5 INDIGATE5 LINE OF 3rd FLOOR UNIT ABOVE 2nd FLOOR a RATED A55EM5L I E5 — ONE HOUR TENANT SEPARATION WALL UL. U-341 ON BEARING WALLS W-2 — ONE HOUR TENANT SEPARATION W-2 zN ONE HOUR FIRE SIDE 50TH DIRE(TION5 A-1 - ONE HOUR GON5TRUGTION FIRE 51DE INTERIOR SIDE A-1 — — — — — — — — ONE HOUR GONSTRUGTION z 0 ry U N � w s p W a p w X L- V) JOB NO. 5Q8 a DRAWN BY PB5 CHECKED BY 06 APPROVED BY .IBB DATE 5/15100 SHEET NO. 0 5.1 M M � I+ d zN O O1 - 5 M O co z � X W n V Z O U) (n 1 W w O r O r u �/ LL O O ❑ w _ O Z N W a .o Z w `` C W U w L o � = a U U a W N r z a U z n r z. a o J u� z 0 ry U N � w s p W a p w X L- V) JOB NO. 5Q8 a DRAWN BY PB5 CHECKED BY 06 APPROVED BY .IBB DATE 5/15100 SHEET NO. 0 5.1 J_ i m 1 T prr ii 1 wipe r -I [ /i /I\ W I-IFE SAFE FLAT ,✓ _ _. _ .. �-...- t it tt i BUILDING TYPE INDICATES 2nd FLOOR ROOF BELOW (TYP.) 11 FIRST 8 SEGOND FLOOR 8 LIFE SAFETY PLANS ETES LINE OF 3rd Z UNIT ABOVE 2nd RATED A55EM15LIE5 — —" ONE HOUR TENANT SEPARATION WALL UL, U-541 ON BEARING WALLS wet ONE HOUR TENANT SEPARATION w-2 t ONE HOUR FIRE SIDE BOTH DIRECTIONS w-1 N O ONE HOUR CONSTRUCTION FIRE 51DE INTERIOR SIDE w_I ONE HOUR CONSTRUCTION m 0 UM � CL 1� t Z N O I O z O O CL Z Q Q X Q w f ^ V O O LA H !Z D v'V J w W W O .n 00 V) 0 JOB NO. �q8 DRAWN BY P85 CHECKED BY GB APPROVED BY JBB cy- O SHEET NO. 5.02 O:Fm x El W ,y cr- F- Z o N W o ❑ v Z w _o `J Wc W F— U o N a, W t— = a U _ N W a U Z Z Q o CL z 0 CL U w O LA H Q D J w x 1 V) JOB NO. �q8 DRAWN BY P85 CHECKED BY GB APPROVED BY JBB DATE 5A5100 SHEET NO. 5.02 INDICATES 2nd FLOOR ROOF BELOW (TYP.) >IGATES LINE OF 3rd AOR UNIT ABOVE 2nd AOR RATED A55LMt�L I = 16 T*'PE III FIKbl 4 (/Q,N,�II O11 JOB NO. DRAWN BY V ECKED BY PROVED B7 TE SHEE,� 518 12 PITGF L—__j ROOF PLAN MAIL K105K FOUNDATION PLAN MAIL K105K 1/4" =1'-0'1 6 : 12 PITCH HOOD FRAME BOX COLUMN ABOVE (SEE DETAIL) 04 +01-411 I/411=11-^11 BUILDING PLAN 1/411=1 .-o MAIL K105K VENTEI 'PLY 02 FRONT ELEVATION MAIL KIOSK (REAR ELEVATION SIMILAR) 12 6 SIDE ELEVATION, 1/4" 1 i... , �. , ,... n rr•.� 1 rel-/' /_ 11,111 A [] } i i h' 02 • / t V-1 I/8" A.F.F. • I � 12" 1211 BUILDING SECTION MAIL KIOSK L% BOX COLUMN DETAIL MAIL K105K F 24" COLUMN SECTION MAIL KIOSK (4) 2X4 — CORNER POST ALTERNATE 1 1/211=1'-0" ❑ KEY NOTES 01. ROOF A55EMBLY: PRE-ENGINEERED, PRE -FABRICATED ROOF TRUSSES WITH VIC A.P.A. RATED 0.5.0. SHEATHING WITH H-GLIP5. ROOF WITH GLA55 'A' SHINGLE ROOFING WITH SELF SEALING TA55 ON ONE LAYER 15 LB. FELT. 02. 3/8" TEXTURED GEMENT FINISH OVER PAPER BACKED METAL LATH (TO MATCH APARTMENT BUILDINGS). 03. INDICATES 4" CONCRETE WITH 6" X 6" W 1.4 X W 1.4 WWF ON 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL. 04. INDICATES A 12" W X I6" DEEP CONCRETE MONOLITHIC EDGE H/ 2- #5 � ROD5 CONT. 05. PERIMETER WALL5 ARE TO BE #2 5.P.F. 2 X 4 FRAMING @ I6" O.G. WITH DOUBLE TOP PLATES, TYPICAL AND SINGLE P.T. BOTTOM PLATE WITH 1/2" ANCHOR BOLT5 WITH 6" MIN. EMBED @ 21" O.G. 06. INTERIOR MONOLITHIC BEARING FOOTING @ 12" W X 12" DEEP WITH 2-#5 (P RODS CONT. 01. INDICATES U.S. POST OFFICE APPROVED MAIL BOXES INSTALLED AS PER MANUFACTURER'S SPEGIFIGATIONS. (384 RESIDENT 1 16 PACKAGE BOXES) 08. INDICATES RECE55ED CAN LIGHTING RECEPTACLES MOUNTED IN CEILING TRU55 SPADE. (CONTRA( TO PROVIDE POWER SUPPLY TO STRUCTURE FOR ILLUMINATION.) Oq. INDICATES A 24" X 24" X 12" DEEP CONCRETE PAD FOOTING W/ #5 � RODS @ 6" O.G. EACH HAY, 10. 2 X 10 P.T. DECORATIVE BASE TRIM. 11. INDICATES A 2 X 4 FRAME BOX COLUMN ( SEE DETAIL) 12. INDICATES A 51/2" X 11 1/8"D PARALLAM BEAM FOR 7RU55 SUPPORT (WITH AN APPROVED 50LID 5AHN OPTION.) 13. INDIGATE5 A 51MP50N MT5-20 GA5T-IN STRAP TO CORNER POST. 14. INDICATES A 51MP50N MT5 IS AT EACH TRU55 CONNECTION. 5. LINE OF BOX -OUT. 16. INDICATES A 4" X 4" PT. WOOD COLUMN @ PERIMETER CORNER. POST/BEAM GONNEGTION ABOVE 15 TO HAVE A 51MP50N Cr, SERIES CONNECTOR OR AN APPROVED EOUAL. 1. 4 X 4 HOOD COLUMN 15 TO HAVE AN APPROVED 2 STACK 2" X 4" OPTION @ PERIMETER BEARING CORNER. I6" DIA. DEC LOUVER 8. INDICATES VII O.S.B. SHEATHING. DEGORATNE LOWER DETAIL (FOR BOTH SIDE ELEVATIONS) ?x4 FRAMING 415 FELT PAPER DECORATIVE LOWER 1 1/211 = 11_0" STUCCO THIGKNE55 LEGEND 0 3/8" 5TUCGO (TYP.) 1 3/4" 5TU000 2 1" 5T0000 3 1 1/2" STUCCO � e 2 O A- 2 0 0 0 p i r /I � x/x l a RIDG — - �- o .I Z NI o o 0 W) u Ic IOL -L' r x , ,- --- v — N, - - k — I - I If z 0 m -: �e I o _ U)w L—__j ROOF PLAN MAIL K105K FOUNDATION PLAN MAIL K105K 1/4" =1'-0'1 6 : 12 PITCH HOOD FRAME BOX COLUMN ABOVE (SEE DETAIL) 04 +01-411 I/411=11-^11 BUILDING PLAN 1/411=1 .-o MAIL K105K VENTEI 'PLY 02 FRONT ELEVATION MAIL KIOSK (REAR ELEVATION SIMILAR) 12 6 SIDE ELEVATION, 1/4" 1 i... , �. , ,... n rr•.� 1 rel-/' /_ 11,111 A [] } i i h' 02 • / t V-1 I/8" A.F.F. • I � 12" 1211 BUILDING SECTION MAIL KIOSK L% BOX COLUMN DETAIL MAIL K105K F 24" COLUMN SECTION MAIL KIOSK (4) 2X4 — CORNER POST ALTERNATE 1 1/211=1'-0" ❑ KEY NOTES 01. ROOF A55EMBLY: PRE-ENGINEERED, PRE -FABRICATED ROOF TRUSSES WITH VIC A.P.A. RATED 0.5.0. SHEATHING WITH H-GLIP5. ROOF WITH GLA55 'A' SHINGLE ROOFING WITH SELF SEALING TA55 ON ONE LAYER 15 LB. FELT. 02. 3/8" TEXTURED GEMENT FINISH OVER PAPER BACKED METAL LATH (TO MATCH APARTMENT BUILDINGS). 03. INDICATES 4" CONCRETE WITH 6" X 6" W 1.4 X W 1.4 WWF ON 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL. 04. INDICATES A 12" W X I6" DEEP CONCRETE MONOLITHIC EDGE H/ 2- #5 � ROD5 CONT. 05. PERIMETER WALL5 ARE TO BE #2 5.P.F. 2 X 4 FRAMING @ I6" O.G. WITH DOUBLE TOP PLATES, TYPICAL AND SINGLE P.T. BOTTOM PLATE WITH 1/2" ANCHOR BOLT5 WITH 6" MIN. EMBED @ 21" O.G. 06. INTERIOR MONOLITHIC BEARING FOOTING @ 12" W X 12" DEEP WITH 2-#5 (P RODS CONT. 01. INDICATES U.S. POST OFFICE APPROVED MAIL BOXES INSTALLED AS PER MANUFACTURER'S SPEGIFIGATIONS. (384 RESIDENT 1 16 PACKAGE BOXES) 08. INDICATES RECE55ED CAN LIGHTING RECEPTACLES MOUNTED IN CEILING TRU55 SPADE. (CONTRA( TO PROVIDE POWER SUPPLY TO STRUCTURE FOR ILLUMINATION.) Oq. INDICATES A 24" X 24" X 12" DEEP CONCRETE PAD FOOTING W/ #5 � RODS @ 6" O.G. EACH HAY, 10. 2 X 10 P.T. DECORATIVE BASE TRIM. 11. INDICATES A 2 X 4 FRAME BOX COLUMN ( SEE DETAIL) 12. INDICATES A 51/2" X 11 1/8"D PARALLAM BEAM FOR 7RU55 SUPPORT (WITH AN APPROVED 50LID 5AHN OPTION.) 13. INDIGATE5 A 51MP50N MT5-20 GA5T-IN STRAP TO CORNER POST. 14. INDICATES A 51MP50N MT5 IS AT EACH TRU55 CONNECTION. 5. LINE OF BOX -OUT. 16. INDICATES A 4" X 4" PT. WOOD COLUMN @ PERIMETER CORNER. POST/BEAM GONNEGTION ABOVE 15 TO HAVE A 51MP50N Cr, SERIES CONNECTOR OR AN APPROVED EOUAL. 1. 4 X 4 HOOD COLUMN 15 TO HAVE AN APPROVED 2 STACK 2" X 4" OPTION @ PERIMETER BEARING CORNER. I6" DIA. DEC LOUVER 8. INDICATES VII O.S.B. SHEATHING. DEGORATNE LOWER DETAIL (FOR BOTH SIDE ELEVATIONS) ?x4 FRAMING 415 FELT PAPER DECORATIVE LOWER 1 1/211 = 11_0" STUCCO THIGKNE55 LEGEND 0 3/8" 5TUCGO (TYP.) 1 3/4" 5TU000 2 1" 5T0000 3 1 1/2" STUCCO � e 2 O A- 2 0 0 z 0 U p w S2-11 JOB NO. 5q8 K3 DRAWN BY P55 CHECKED BY GB APPROVED BY JBB N DATE 5/15/00 SHEET N0. 11.1 0 M a V o Z NI o o 0 W) u Q v° Z z 0 m � o U)w o W0 :Fm U _ u� O w E— Z o N M � W O a 6 ❑ _ O ` 7 w a a i_ o �/ l.L V 06 C a � h N o a W w o m�� r = O a a N U Q^ ° W ❑.' s o •a N V z U z •40 m C:> c _I ur CL n o 0 u v V a a z 0 U p w S2-11 JOB NO. 5q8 K3 DRAWN BY P55 CHECKED BY GB APPROVED BY JBB N DATE 5/15/00 SHEET N0. 11.1 ry oz 'V- SIDE ELEVATION r.."yFOUNDATION PLAN 30'-0" r11 I I rl 1 r -. 1 —\ k 1 A \ice n A" 1/4"=1'-0" / \ r-LCJVPC 1"Ll-tIN 1/4 =1 LIGHTNING ARRESTOR 3 NO.4,1" C ------- COMPACTOR CONTROLLER METER BASE 120/240 V 5$ 100 AMP 0 OPERATED TROL BUTTONS TO TRANSFORMER 3 NO. 4, 10 HP 240V, 3PH I "G Ae 3 NO. 4 b GNP. I" G 1TD. HANDRAIL DVE STEPS 2 P bOA NEMA 3R N/F DISC. Z[_2PbOANEMA3RPI5r,.-H 5W. GRND. PER LOCAL CODE 40 A FU5ETRON5 SERVICE RISER DIAGRAM D15CONNEGT METER 4X4 W/ GALV. METAL P05T �E CONNECTOR, TYP. IRED GONG. STEPS $ LANDING TREAD " WIDE 8 RISERS @ 7" HIGH MAX. 2.X8 LEDGER BOARD W/ 1/2" XP. ANCHORS @ 12" O.G. N.T.S. FRONT ELEVATION I/4"=11_01) DETAIL 31 I" O.D. P 1/4" X I" X 4" 5%. ANGLE FR, NO.10 1 1/2" WOOD 50R 1)r-"TAII 2Xb P.T. :NBUGKLE ,LE FRAME PREDRILLED WOOD 56REW5 OFFSET LATCH �E STEEL WHEELS ING TEEL PLATE OF G.M.U. SIA. BOLT EMBED MIN. 5 1/2" I" X 4" 5%. ANGLE 311y 11_0 P.T. 5/4'X6' HANDRAIL FASTENED TO 2X4 K (2) FLAT -HEAD 5CRE05 0 24' O.G. P.T. 2X4 ❑ KEY NOTES: 01. TRASH COMPACTOR 20 YARD TRASH COMPACTOR INSTALLED BY OTHERS. CONTRACTOR SHALL SUPPLY ALL REQUIRED WIRING AND CONNECTIONS VERIFY WITH COMPACTOR MANUFACTURER PRIOR TO COMMENCEMENT. 02. 501L BEARING VALUES : FOUNDATION DE51GN5 SHOWN HERE ARE BASED ON A SOIL BEARING VALUE OF 2500 P5F. FOUNDATIONS AND SLABS ARE WELL COMPACTED , WELL DRAINED NON EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE 501L INVE5Ti- GATION RECOMMENDATIONS. SHOULD ON-51TE OBSERVATIONS SHOW THAT FOOTINGS 5HOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHOULD BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. 03. MINIMUM FOOTING PENETRATION: EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 12" BELOW FIN15HEO GRADE MINIMUM. 04, CONCRETE STRENGTH : MINIMUM CONCRETE 5TRENGTH FOR 5LA55 , PATIOS AND FOUNDATIONS SHALL BE MINIMUM 3000 PSI AFTER 25 DAYS. PROVIDE TEST REPORTS ON EACH BUILD- ING FOR THE OWNERS RECORD AND ACCESSIBLE TO THE ARCHITECT. 05. FLOOR SLAB : 4" THICK CONCRETE SLAB REINFORCED WITH TWO LAYERS OF NO. 10 WELDED WIRE MESH. EXTEND WELDED WIRE FABRIG CONTINUOUSLY THROUGH ALL SLAB FOUNDATIONS. PLACE SLAB OVER TERMITE TREATED , WELL COMPACTED FILL . Ob. STAIR PAD: BELOW STAIR A55EMBLY PROVIDE 4" THICK CONCRETE SLAB OVER TERMITE TREATED WELL COMPACTED FILL. PROVIDE MONOLITHIC, PERIMETER FOUNDATION AS SHOWN ON DETAILS. 01. EXPAN51ON JOINT: PROVIDE 1/2" THICK x 4" WIDE BITUMINOUS EXPAN51ON JOINT MATERIAL AT ALL SURFACES WHERE EXTERIOR 5LA55 ABUT FLOOR SLABS. Ob. SLAB FINISH: CREATE BROOM FIN15H TEXTURE FOR ALL SLABS. Oq. CONCRETE APRON: EXTED SLAB BEYOND ENCLOSURE , CONFIRM LENGTH WITH TRASH GOMPA(TOR VENDOR. HANDRAIL DETAIL O III � III 10'0 X 2'-0' DEEP I U 1 l U GONG. 5MTU3E, TYP. L — J FIN. GRADE L — J (#*o�4- Ibll 5�Tl N CaNTERWRED 1/2' 0 EXP. ANCHOR 0 EA. GONG. FILLED CELL OF CMV 5' CMU WALL PAINTED 5URFACE =ILL CELL5 0 C,ORNER5 4ND 0 24' O.C. N5TALL 1-1150 RAD VERT. 1/2u=11_011 SLOPE 1/4" STANDARD HOOK TURN ALONG WALL NCONT #BOND BEAM ANDFILL C E L� p@ CORNERS INSTAL 1-#5� ROD VERT. PAINTED BLOCK INSFIL� D 6-#;6 OD 1 24'�O.G. 15" CMU WALL DUR,AW>�TL LADDER TYPE REINFORCING 24" O.G. GONC. 3000 P51 @ 28 DAYS ,-- #4 @ 12' MAT. @ MID SLAB -STANDARD HOOK 2 #4 CONT. TOP I BOT. #3 STIRRUP @ ib" O.G. 1/2"=1'-0" e q 11.3 P.T. 2x8 P.T. 5/4Xb HANDRAIL P.T. 2X2 PICKETS 0 4' O.C. O O Vrl V P.T. 5/4'X6' DECKING P.T. 2X6 Al GALV. METAL HANGERS P.T. 2X8 111 _ M UN M � I P.T. 4X4 P05T M a (D o V)W Wo °° d O � w LJ Q o � M >: W ❑ F— O z W� 06 .� W w o E = U Q a N -- O III � III 10'0 X 2'-0' DEEP I U 1 l U GONG. 5MTU3E, TYP. L — J FIN. GRADE L — J (#*o�4- Ibll 5�Tl N CaNTERWRED 1/2' 0 EXP. ANCHOR 0 EA. GONG. FILLED CELL OF CMV 5' CMU WALL PAINTED 5URFACE =ILL CELL5 0 C,ORNER5 4ND 0 24' O.C. N5TALL 1-1150 RAD VERT. 1/2u=11_011 SLOPE 1/4" STANDARD HOOK TURN ALONG WALL NCONT #BOND BEAM ANDFILL C E L� p@ CORNERS INSTAL 1-#5� ROD VERT. PAINTED BLOCK INSFIL� D 6-#;6 OD 1 24'�O.G. 15" CMU WALL DUR,AW>�TL LADDER TYPE REINFORCING 24" O.G. GONC. 3000 P51 @ 28 DAYS ,-- #4 @ 12' MAT. @ MID SLAB -STANDARD HOOK 2 #4 CONT. TOP I BOT. #3 STIRRUP @ ib" O.G. 1/2"=1'-0" e 0 Vrl V _ M UN M � I z aco 0 a z a M a (D o V)W Wo °° d O � w LJ � Z o � M W ❑ F— O z W� 06 .� W w o E = U Q a N -- w ❑ f ^ N Z> z a d a Q a Lo Lo z 0 v V) w 0 w Q d > w JOB NO. 5q8 DRAWN BY PB5 CHECKED BY GB APPROVED BY J55 DATE 5/15/00 SHEET NO. 11.3 SIGN SECTION DETAIL SIGN ELEVATION 1/211=11-0111 16 GR055-SECT ION 21-011 11 GR055-5EGTI ON 1/2'11=11-011 92 on �\FOUNDATION PLAN r PIER DETAIL 1/29=1'—O" 1/261=1,-O. ❑ KEY NOTES: 01. ALL CONSTRUCTION METHODS AND MATERIALS TO CONFORM TO ALL LOCAL AND REGIONAL GOVERNING BUILDING CODES. 02. CONTRACTOR 15 TO PROVIDE AN ELECTRICAL CONDUIT RUN w/ JUNCTION BOX TO 515N FOUNDATION FOR ILLUMINATION. 03. ANY ADDITIONAL DESIGN CRITERIA CAN BE REFERENCED ON SHEET 11.1 UNDER GENERAL / KEY NOTES. 04. TH15 STRUCTURE HAS BEEN DESIGNED FOR COMPLIANCE WITH THE STANDARD BUILDING CODE SECTION 1606 OF THE Igg1 ED./ FOR 50 mph WINDS. 05. 8" X 8" G.M.U. 06. SIGN BY OTHERS 01. SIGN ATTACHMENT BRACKETS TO BE COORDINATED Al 516N MANUFACTURER 08. 2'-0" DEEP X 4'-0" WIDE POURED CONCRETE FOOTING W/ #5 R005 ® 6" O.G. L-A. #5 DIAM. ROD DOWELS IN BLOCK CELLS FILLED W/ GONG. (5EE FOUNDATION PLAN FOR LOCATION) 10. LINE OF POURED CONCRETE PAD FOOTING BELOW 11. DECORATIVE 5T0000 GAP A5 PER OANER OPTION 3 X z n w^ i r Y v� .a a J E.y L � ^ M r� C14 zO M � v 1 C3 O O 0Z _ S Do X la g 0 W W o 00 00 c O W I— Z W o M E]C, Z WN n `y l.. f 06 W U T (_ CL V) W V c E E K _ W ❑ Z a' Z -711 J v ,n h Z 0 H d U V) r W v p _V 3 W Q r > W 3 X V V JOB NO. q8 5 DRAWN BY 5LZ CHECKED 3Y 66 APPROVED BY J513 r a DATE 5/15/00 nrn �J Q C SHEET NO. L 11,04 �.3 iIT A - PLUMBING PLAN PLAN KEY NOTES: o1 1/2" CW DN. TO IMB-1 AS REQUIRED. SEE PLUMBING FIXTURE SCHEDULE. 2� PIPING IN TRUSS SPACE ABOVE CEILING. 3� PIPING IN WALL SPACE. 1/2" CW AND HW WIN WALL, CONNECT TO FIXTURE(S) AS REQUIRED. SEE PLUMBING FIXTURE SCHEDULE. 5 ROUTE 1/2" CW & HW, DN. TO KNEE WALL BELGA COUNTER, AND CONNECT TO S!1 AS REQUIRED. SEE PLUMBING FIXTURE SCHEDULE. < 6 > 1/2' CW AND HW DN, IN WALL CONNECT TO `✓ WB -1 AS REQUIRED, SEE PLUMBING FIXTURE SCHEDULE. oINSTALL DISHWASHER AND DISPOSAL AS PER JOB SPECIFICATIONS. 8 3/4" CW AND HW DN. TO AND UP FROM WATER HEATER, SEE DETAIL ON SHEET 14.3. UNIT'S WATER SERVICE SHUT-OFF VALVE & METER ASSEMBLY. SEE DETAIL ON SHEET 14.3. <@>UNIT'S WATER SERVICE, REFER TO RISER DIAGRAM AS INDICATED. 11 3/4" CW AND HW DN. IN WALL. CONNECT TO FIXTURE(S) AS REQUIRED. SEE PLUMBING FIXTURE SCHEDULE. 2" 3T4 1/2 3/4" - -- WB -1 UNIT A/RM - PLUMBING PLAN, SCALE: 1 C 0 �` -- 14. 8 ±, 11/2' I` 7 �1 i 2 4 - _ _ 3/4 2" i� I i 3. 4" E 14. 7 we -1 3__�1_ _s 1/2' 3" r 1 _. 000 0�, iJNIT B - SCALE S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Lake Blvd. TEL: (407) 767-5188 Supe 230 FAX: (407) 767-5772 Momwte Springs E—mail: sgmeng0iog.net Fv Aa, 32701 Project number: 20116 e z 0 x L. N 0tI M � N c 54V CHECKED BY r.. v @ �r L c'J p o 00 Z a x a @ r �o O T O W M 00 C A O Q O U LL O E o FyD LJJ o EE 7 N p W �' M O m F .o Z w N 0 J c.� m (W Q U � � ry 3 0W!a m � N @ ry ¢> O LIr/ (A z ^ •` C ii Q/ �4 _J LL L!3 U @ 0 `a U ¢ fl e z 0 x L. N SHEET NO. 14. 1 JOB _NO. DRAWN BY _ 54V CHECKED BY � APPROVED BY GR5 115/ DATE SHEET NO. 14. 1 UNIT C - PLUMBING PLAN SCALE: 1/4"=l' -O" PLAN KEY DOTES: 1 1/2- CW DN. TO IMB-1 AS REQUIRED. SEE PLUMBING FIXTURE SCHEDULE. 2� PIPING IN TRUSS SPACE ABOVE CEILING. 3a PIPING IN WALL SPACE. 4 1/2" CW AND HW DN.IN WALL. CONNECT TO FIXTURE(S) AS REQUIRED, SEE PLUMBING FIXTURE SCHEDULE. ROUTE 1/2" CW & HW, DN. TO KNEE WALL BELOW COUNTER, AND CONNECT TO S-1 AS REQUIRED. SEE PLUMBING FIXTURE SCHEDULE, 6 1/2" CW AND HW DN, IN WALL CONNECT TO WB -1 AS REQUIRED. SEE PLUMBING FIXTURE SCHEDULE. INSTALL DISHWASHER AND DISPOSAL AS PER JOB SPECIFICATIONS. $ 3/4" CW AND HW DN, TO AND UP FROM WATER HEATER, SEE DETAIL ON SHEET 14.8. 9 UNIT'S WATER SERVICE SHUT-OFF VALVE & METER ASSEMBLY. SEE DETAIL ON SHEET 14.8. <@>UNIT'S WATER SERVICE, REFER TO RISER DIAGRAM AS INDICATED. 11 3/4" CW AND HW DN. IN WALL. CONNECT TO FIXTURES) AS REQUIRED. SEE PLUMBING FIXTURE SCHEDULE. UNIT D - PLUMBING PLAN SCALE: 1/4"=l' -O" P0 S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Lake Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs E—mail sgmeng*iog.net Florida, 32701 Project number: 20114 V Ur M M � h 7i• N I � M O QX 4 L' �� ryry O U ✓ v) CI9 w M 00 h+ 0 w w F- o z N O �I. L ElO w J w r C N LJ F— OE Q w N y T C) Z Q z 2 d Z q o J .n n n o a. I W a r- 0 w i X LL JOB NO. 8 DRAWN BY BAV/TM5 CHECKED BY fKm APPROVED BY DATE 5/15/00 SHEET NO. 14.2 BUILDING TYPE SCALE: 1/8"=l' -O" L w CTG (D 0 m j PLAN KEY NOTES: WATER 1. SANITARY DRAINAGE PIPING BELOW GRADE. SEE CIVIL SITE TOTAL GALLONS - G. P. M. DRAWING FOR CONTINUATION, SIZE OF SERVICE CONNECTION 2, DOMESTIC WATER SERVICE BELOW GRADE. SEE CIVIL SITE - DRAWING FOR CONTINUATION. 3. DOMESTIC WATER SHUT-OFF VALVE IN RECESSED VALVE W BOX WITH CAST-IRON COVER. 4. LOCATION OF SAFETY PAN AND WATER HEATER RELIEF PIPING TERMINATION, SEE DETAIL SHEET 14.8. Q 5, DOMESTIC WATER PIPING DOWN 1N WALL. 6. PIPING FOR THIS SIDE OF BUILDING IS SIMILAR BUT OPPOSITE HAND. 7. ABOVE CEILING OF SECOND FLOOR ONLY. 8. ABOVE CEILING OF FIRST FLOOR ONLY. 1 BUILDING TYPE I PLUMPING FIXTURE UNIT CALCULATIONS - WATER DRAINAGE FIXTURE UNIT COUNT TOTAL 275 504 TOTAL GALLONS - G. P. M. 80 150 SIZE OF SERVICE CONNECTION 2" 6" MINIMUM REQUIRED WATER PRESSURE 35 PSI - -7 - NOTE: BASED UPON SBCCI PLUMBING CODE, 1994 EDITION. BUILDING TYPE -----I (FIRST & SECOND FLOOR)- PLUMBING PLAN. yi SCALE: 1/8"=l' -O" S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. north Lake Blvd. TEL: (407) 767-5188 Suite 730 i'**- (407) 767-5772 Mornor4o Springs rpt E—mail: sgmsng*iog.net • Fk)ride 32701 Pra#hct number; 20119 M Zb Il O t7 i 4 Q z _ 0 v! 0 W ``' �k Q 0 Q:� w CL z W 1 w Zw 06 a W 09 � w Q C) U � 0 W c z Ldx U 0z cc Q Q M Mornor4o Springs rpt E—mail: sgmsng*iog.net • Fk)ride 32701 Pra#hct number; 20119 0 �k LLJ 1 w a Q Ldx U VL I ML $ JOB NO. DRAWN BY BAv CHECKED BY RKr1 APPROVED BY DATE 5/15100 SHEET NO. l43 Mornor4o Springs rpt E—mail: sgmsng*iog.net • Fk)ride 32701 Pra#hct number; 20119 BUILDING TYPE II (THIRD FLOOR)— PLUMBING PLAN SCALE: 1/8"=I' -O" HB -1 PLAN KED' NOTES: � WATER 1. SANITARY DRAINAGE PIPING BELOW GRADE. SEE CIVIL SITE TOTAL GALLONS - G. P. M. DRAWING FOR CONTINUATION, SIZE OF SERVICE CONNECTION 2, DOMESTIC WATER SERVICE BELOW GRADE, SEE CIVIL SITE - DRAWING FOR CONTINUATION. 3, DOMESTIC WATER SHUT-OFF VALVE IN RECESSED VALVE BOX WITH CAST-IRON COVER, 4. LOCATION OF SAFETY PAN AND WATER HEATER RELIEF PIPING TERMINATION. SEE DETAIL SHEET 14.8, 5. DOMESTIC WATER PIPING DOWN IN WALL. 6. PIPING FOR THIS SIDE OF BUILDING IS SIMILAR BUT OPPOSITE HAND. 7. ABOVE CEILING OF SECOND FLOOR ONLY. 8. ABOVE CEILING OF FIRST FLOOR ONLY. BUILDING TYPE II PLUMBING FIXTURE UNIT CALCULATIONS - WATER DRAINAGE FIXTURE UNIT COUNT TOTAL 275 504 TOTAL GALLONS - G. P. M. 80 150 SIZE OF SERVICE CONNECTION 2" 6" MINIMUM REQUIRED WATER PRESSURE 35 PSI - NOTE: BASED UPON SBCCI PLUMBING CODE, 1994 EDITION. BUILDING TYPE II(FIRST & SECOND FLOOR)— PLUMBING PLAN S.G.M. ENGINEERING, INC. FACILITIES CONSULTING ENGINEERS 600 S. North Loke Blvd. TEL; (407) 767-5188 Suite 730✓ FA%; (407) 767-5772 Altom a Springs !�i t ail: sgmeng*iog.net Floris 32701 is Fv*-ct number: 20119 a ILIJ U h: 0 Z a 0 z W W r r, Q V E { W z W F_ Z Lj _cr_ od Uj 0 Q W O I— c� = z . UMZ' z .I CL a Q- r JOB NO. 5q8 DRAWN BY 5AV CHECKED BY ICM APPROVED BY '3R5 DATE 5/15/00 SHEET Na. 14.04 BUILDING TYPE III SCALE: 1/8"=l' -O" THIRD FLOOR)—_..PLUMBING PLAN PLAN KEY NOTES: (D 1 SANITARY DRAINAGE PIPING BELOW GRADE. SEE CIVIL SITE DRAINAGE DRAWING FOR CONTINUATION, 275 2. DOMESTIC WATER SERVICE BELOW GRADE. SEE CIVIL SITE 150 DRAWING FOR CONTINUATION, 2" 3, DOMESTIC WATER SHUT-OFF VALVE IN RECESSED VALVE 35 PSI BOX WITH CAST-IRON COVER. 4. LOCATION OF SAFETY PAN AND WATER HEATER RELIEF PIPING TERMINATION. SEE DETAIL SHEET 14.8. 5. DOMESTIC WATER PIPING DOWN IN WALL. 6, PIPING FOR THIS SIDE OF BUILDING IS SIMILAR BUT OPPOSITE HAND. 7. ABOVE CEILING OF SECOND FLOOR ONLY. 8. ABOVE CEILING OF FIRST FLOOR ONLY. BUILDING TYPE III PLUMBING FIXTURE UNIT CALCULATIONS WATER DRAINAGE FIXTURE UNIT COUNT TOTAL 275 504 TOTAL GALLONS - G. P. M, 80 150 SIZE OF SERVICE CONNECTION 2" 6" MINIMUM REQUIRED WATER PRESSURE 35 PSI - NOTE: BASED UPON SBCCI PLUMBING CODE, 1994 EDITION. CT 4-11m] CTG 2 (D Z Ln0 BUILDING TYPE III (FIRST & SECOND FLOOR)— PLUMBING PLAN ,� exp SCALE: 1/8" =l' -O" y,%,i�� S.G.M. ENGINEERING,, INC. F A C I L I T I E S C 0 N S U L T I N G E N G IN E E R S 600 S. North Lake B14TEL (407) 767-5188 Suite 230 2� FAX: (407) 767-5772 Altom<w,4* Springs E. micil: sgmengffoq (6 n*lj Florida. 32701 Fly*wt 'number: 20119 -JOB NO. DRAWN B' CHECKED APPROVE[ DATE SHI BUILDING TYPE SCALE: 1/8"=V-0" M,yells a a I III illll 1703 ING PLAN HB -1 BUILDING TYPE IV PLUMBING FIXTURE UNIT CALCULATIONS - WATER DRAINAGE FIXTURE UNIT COUNT TOTAL 275 504 TOTAL GALLONS - G, P, M. 80 150 SIZE OF SERVICE CONNECTION 2" 6" MINIMUM REQUIRED WATER,PRESSURE 35 PSI - 3, DOMESTIC WATER SHUT-OFF VALVE IN RECESSED VALVE v(D BUILDING TYPE IV (FIRST & SECONDM FLOOR)- PLUMBING PLAN HB , SCALE: 1/8"=I' -O" 3' t 2"VTR I 1 2" 1 I 3"VT R SII, JIB I t I I I I i WB -1 2" STANDPIPE ER "B" 3n� WB -1 2" STANDPIPE 3" WB -1 2" STANDPIPE 3" 3"VTR---� , 3"VTR Jll I I 3n 1-1/2n 1 � 2„ L=1 t 1/4" n 3' LL DW BT -1 I WC -1 1 112- FLOOR 2 ,-----� „ LEVEL 3 SEE RISER "A" 2„ 2" I T B-1 3" L-11 1/4' 1-1 /2„ -, I �L`1 BT-1OW WC -1 1 112 2 1 ^— n 3 FLOOR 2 LEVEL ' BT -1 1 I ' L=1 1 1/4' I t_—J 3n WC -1 L_1 � J 1-1/2„ BT -1 i WC_ 1 r 1 1112" 2" DW 3" 2„ BT -1 3" (� 4" 3" ; SANITARY SANITARY SANITARY SANITARY RISER O RISER A l RISER O RISER O NOTE: BASED UPON SBCCI PLUMBING CODE, 1994 EDITION. 3"VTR --J IL 3n 3" 2" 2„ 8T-1 L-1 WC -1 2" 2" 3" n_�_WC-1 BT -1 3„ 3" 2" � 2" 2" BT -1 L-1 WC -1 2 2" " 3" WC -1 BT -1 3„ 2%,,2" 2„ BT -1 2 L-1 WC -1 2" 2" 3" WC -1 BT -1 3" SANITARY RISER D PLAN KEY NOTES: (D 1. SANITARY DRAINAGE PIPING BELOW GRADE. SEE CIVIL SITE DRAWING FOR CONTINUATION. L-1 2, DOMESTIC WATER SERVICE BELOW GRADE. SEE CIVIL SITE 2„ DRAWING FOR CONTINUATION. 3, DOMESTIC WATER SHUT-OFF VALVE IN RECESSED VALVE BOX WITH CAST-IRON COVER. 4, LOCATION OF SAFETY PAN AND WATER HEATER RELIEF PIPING TERMINATION. SEE DETAIL SHEET 14.8. 5. DOMESTIC WATER PIPING DOWN IN WALL. 6, PIPING FOR THIS SIDE OF BUILDING IS SIMILAR BUT OPPOSITE HAND. 7. ABOVE CEILING OF SECOND FLOOR ONLY. dIo 8. ABOVE CEILING OF FIRST FLOOR ONLY. d � z Q a CD CDQ S.G.M. ENGINEERING, INC. F A C I L I T I E S C 0 N S U L T I N G E N G IN E E R S 600 S. North Lake Blvd, TEL; (407) 757-5188 Suite 230 FAX (407) 767-5772 Atomonte *springs E-nwk sgmeng0iog.net Florida, 32701 Projeo, number: 20114 3 -VTR -J IL / °T- i L-1 3" 2" BT -1 2 WC -1 2" 2n 3" 2" � I 2„ L-1 2„ -1 2" „ SANITARY RISER O NOTES 3 3/4' � 1/ 1"SAFETY PAN DRAIN PIPING FROM V) WATER HEATER. REFER TO WATER 1„ HEATER DETAIL DWG. NO. 14.8. 2� REFERENCE DWG. NO. 14.8 FOR n TERMINATION DETAIL. v` 3/4" RELIEF VALVE FROM HEATER. EACH 3 3/4„ n HEATERS RELIEF LINE SHALL BE PIPED SEPARATELY TO THE EXTERIOR. o. 2 1 1/4' 1 1/2" ROUTE SAFETY PAN AND RELIEF VALVE 1„ 4 PIPING FROM WATER HEATERS TO BELOW 1st FLOOR SLAB. ��Z�✓ - ` 3/4" 3 3/4" SAFETY PAN & RELIEF VALVE PIPING DIAGRAMS NOT TO SCALE O S.G.M. ENGINEERING' INC. FACILITIES CONSULTING ENGINEERS 600 S. North Lake Blind. TEL: (407) 767-5188 Suite 230 ,✓ FAX: (407) 767-5772 Altamonte Sprin" E-mail: ngOiog.net Florida, 32701 Project r: 20114 CA a n o ' d dIo �7 h st d � z Q a CD CDQ C%) V) W W M a _0 wzWzWDrsoWE:NryN 0 0 w N Z a W — M D ❑ o z W 4 W ❑Z W a N W V I O E T 4 1 Q ry W ❑ rr nn cn Z Q T ryJry CL h 41 t Z , i u a i z c c c wWwx c c 14 a c 0 a c L L_ V)JOB z 4 E � C7 F— CL � I4 BYCHECKED `o s,. o � m 0 O O yr o BY wAPPROVED BYDATESHEET m m O N Ld Q n NO. UJ C _m L W x O N C X � m 7 U JOB NO. _ 5�IS m 6 DRAWN BY 514V CHECKED BYM W APPROVED BY -----� GRS � o 5A5100DATE SHEET NO. n W r i 14s60 U a Q Q 14*7 I dIo amW°° r,o0Ft _0 wzWzWDrsoWE:NryN W ❑Z > T' `tJC) wWwx L_ V)JOB z NO.DRAWN BYCHECKED BY wAPPROVED BYDATESHEET NO. UJ a 0 4_ 14*7 I RISER PLAN KEY NOTES �1> 3/4 -CW & 3/4 -HW ABOVE CEILING. REFER TO UNIT PLUMBING PLANS FOR CONTINUATION. (TYPICAL ON ALL FLOORS) 1" DOMESTIC WATER SERVICE TO UNIT. PROVIDE ESCUTCHEONS AT ALL WALL PENETRATIONS. (TYPICAL). UNIT'S SHUT-OFF VALVE INSIDE WATER HEATER CLOSET. (TYPICAL) WATER HEATER AS SPECIFIED, REFER TO `✓ FIXTURE COONECTION SHEDULE & PLUMBING SPECIFICATIONS, ALSO SEE WATER HEATER DETAIL ON THIS SHEET . 5�DOMESTIC WATER SERVICE ABOVE FIRST FLOOR CEILING. REFER TO PLUMBING PLANS FOR CONTINUATION. FINISH GRADE Y - III-:Ed 1 FEE EXTENSION SIZED AS PER PLANS. //__2 C1� /4„ /4" WATER RISER DIAGRAM 1 CLEANOUT i t ;- :]I1z:Iii i:1 i --I �I 1 _,-w � r- 2 -WAY CLEANOUT NOTE: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR 2—WAY CLE NOT TO SCALE UT SAFETY DRAIN PAN OR TEMPERATURE AND PRESSURE RELIEF DISCHARGE LINE FIN FLOOR 6" M %N. q l ABOVE FINISHED GRADE SODDED OR MULCHED AREAS ONLY DISCHARGE PIPING T NOT TO SCALE UNIT'S SHUT-OFF VALVE. COLD WATER SUPPLY FROM DOMESTIC WATER RISER. REMOTE NOT TO SCALE q =__ a,r 4 �a o a 9 a a a q • as •° INATION EXTEND AND CONNECT READ WIRING TO / REMOTE READER AS REQUIRED. �— COLD WATER SUPPLY TO UNIT. SEE UNIT'S RISER DIAGRAM FOR CONTINUATION. O UNIT'S SUB -METERING UNIT "KENT" MODEL #C-700 WITH REMOTE READER, AS DISTRIBUTED "WATERMASTER METERING SYSTEM INC." OF CORAL GABLES, FLORIDA. TER METER INSTALLATION DETAIL PLUMBING SYMBOULEGEND GENERAL PLUMBING NOTES: 1. ALL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLUMBING CODE AND ALL LOCAL ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. 2. OFFSET PIPING TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHING MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. 3. PROVIDE TRAP PRIMER CONNECTIONS FOR FLOOR DRAINS REQUIRING PRIMING. 4. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLAN. 5. ITEMS SHOWN AS PROVIDED UNDER ANOTHER DIVISION SHALL BE CONNECTED IN THIS WORK. OBTAIN EXACT ROUGHING -IN INFORMATION BEFORE CONSTRUCTION ON ALL ITEMS REQUIRING PLUMBING CONNECTIONS. 6. COMMERCIAL TYPE SHOCK ABSORBERS SHALL BE AS SPECIFIED AND INSTALLED ON ALL LOCATIONS REQUIRING SUCH PER P.D.I. REQUIREMENTS. 7. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF THE SYSTEM AND EXTENT OF WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONED LOCATION OF FIXTURES. 8, PIPING SHALL BE CONCEALED, UNLESS OTHERWISE NOTED. 9. INSULATE ALL WATER PIPING WITH 1/2" FIBERGLASS AND JACKET, CLASS A. 10. ALL PLUMBING FIXTURES SHALL BE STANDARD COMMERCIAL GRADE, CLASS A. 11. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI 816.22) OR CAST BRASS (ANSI B16.18)PRESSURE FITTINGS AND ALLOY GRADE (ANSI/ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION (50 MG/L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 12, SOIL, WASTE AND VENT PIPING SHALL BE PVC DWV PIPE: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV. JOINTS: ASTM D2855, SOLVENT WELD. IF PVC IS NOT ALLOWED BY THE LOCAL AUTHORITIES HAVING JURISDICTION, CONTRACTOR SHALL BE REQUIRED TO USE CAST IRON PIPE: ASTM A74, SERVICE WEIGHT. FITTINGS: CAST IRON. JOINTS: HUB -AND -SPIGOT, CISIP HSN COMPRESSION TYPE WITH ASTM C564 NEOPRENE GASKETS OR LEAD AND OAKUM, 13, IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF THE ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 14. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED, ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 15. PROVIDE CLEANOUTS AS FOLLOWS: (A) AT BASE OF EACH VERTICAL STACK INCLUDING BACK. B) AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS. (C) AT 50 FOOT INTERVALS OF HORIZONTAL RUNS. 16. ALL FLOOR DRAINS SHALL BE DEEP SEAL TYPE AND TRAP PRIMED PER STANDARD PLUMBING CODE WITH AUTO TRAP PRIMER (EXCEPT FLOOR DRAINS AND/OR FLOOR SINKS IN THE KITCHEN AREA.) PLUMBING FIXTURE / EQUIPMENT SCHEDULE COLD WATER (CW) FIXTURE 115' HOT WATER (HW) VENT SANITARY OR WASTE SP SAFETY PAN PIPING RV RELIEF VALVE PIPING 40 VENT �l VTR VENT THRU ROOF (VTR) -SII WC WALL CLEANOUT MODEL TRAP (PLAN VIEW) HB -1 WATER CLOSET ECO 2" 1/2" GRADE/EXTERIOR CLEANOUT +---C - HOSE BIBB SHUT-OFF VALVE ------ ---- -- FLOW DIRECTION GENERAL PLUMBING NOTES: 1. ALL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLUMBING CODE AND ALL LOCAL ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. 2. OFFSET PIPING TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHING MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. 3. PROVIDE TRAP PRIMER CONNECTIONS FOR FLOOR DRAINS REQUIRING PRIMING. 4. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLAN. 5. ITEMS SHOWN AS PROVIDED UNDER ANOTHER DIVISION SHALL BE CONNECTED IN THIS WORK. OBTAIN EXACT ROUGHING -IN INFORMATION BEFORE CONSTRUCTION ON ALL ITEMS REQUIRING PLUMBING CONNECTIONS. 6. COMMERCIAL TYPE SHOCK ABSORBERS SHALL BE AS SPECIFIED AND INSTALLED ON ALL LOCATIONS REQUIRING SUCH PER P.D.I. REQUIREMENTS. 7. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF THE SYSTEM AND EXTENT OF WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONED LOCATION OF FIXTURES. 8, PIPING SHALL BE CONCEALED, UNLESS OTHERWISE NOTED. 9. INSULATE ALL WATER PIPING WITH 1/2" FIBERGLASS AND JACKET, CLASS A. 10. ALL PLUMBING FIXTURES SHALL BE STANDARD COMMERCIAL GRADE, CLASS A. 11. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI 816.22) OR CAST BRASS (ANSI B16.18)PRESSURE FITTINGS AND ALLOY GRADE (ANSI/ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION (50 MG/L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 12, SOIL, WASTE AND VENT PIPING SHALL BE PVC DWV PIPE: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV. JOINTS: ASTM D2855, SOLVENT WELD. IF PVC IS NOT ALLOWED BY THE LOCAL AUTHORITIES HAVING JURISDICTION, CONTRACTOR SHALL BE REQUIRED TO USE CAST IRON PIPE: ASTM A74, SERVICE WEIGHT. FITTINGS: CAST IRON. JOINTS: HUB -AND -SPIGOT, CISIP HSN COMPRESSION TYPE WITH ASTM C564 NEOPRENE GASKETS OR LEAD AND OAKUM, 13, IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF THE ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 14. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED, ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 15. PROVIDE CLEANOUTS AS FOLLOWS: (A) AT BASE OF EACH VERTICAL STACK INCLUDING BACK. B) AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS. (C) AT 50 FOOT INTERVALS OF HORIZONTAL RUNS. 16. ALL FLOOR DRAINS SHALL BE DEEP SEAL TYPE AND TRAP PRIMED PER STANDARD PLUMBING CODE WITH AUTO TRAP PRIMER (EXCEPT FLOOR DRAINS AND/OR FLOOR SINKS IN THE KITCHEN AREA.) PLUMBING FIXTURE / EQUIPMENT SCHEDULE MARK/UNIT FIXTURE SOIL/ VENT COLD HOT MANUFACTURER DESCRIPTION MARK 40 VOLT/PHASE/Hz WASTE KW WATER WATER MODEL ELEMENT OPERATION WC -1 WATER CLOSET 3" 2" 1/2" - AMERICAN STANDARD - VITREOUS CHINA, 1.6 GPF, SIPHON JET, ROUND BOWL, 2188.012 CLOSED COUPLED COMBINATION; BOLT CAPS, PROVIDE ANGLE i o Q OR EQUAL STOP SUPPLIES & ESCUTCHEONS. m - SOLID PLASTIC, CLOSED FRONT, ROUND SEAT.(WHITE) LAVATORY 1-1/2" 1-1/2" 1/2' 1/2" BENJAMIN ACMELAC - 19" ROUND SELF -RIMMING COUNTERTOP LAV. W/FRONT L-1 LL � E 7 Q OVERFLOW. PROVIDE 'P' TRAP OR EQUAL. r MOEN #64920 - 2 HANDLE ALL CHROME FINISH. PROVIDE ANGLE STOP N m a m 0 } SUPPLIES W/ TUBES AND ESCUTCHEONS. BT -1 BATHTUB 2" 1-1/2" 1/2' 1/2" LASCO #2603-3CT - 5' TUB SLIP RESISTANT BOTTOM (WHITE) SIMULATED TILE SURROUND. w .� 00 ® ® � d OR STERLING C 0 afLIJ z C� N W OC15TWS - ONE PIECE W/ TILE WALLS. w ,y 6 MOEN #62370/TC183 - PROVIDE TUB WASTE. R0469 RAPID FIT WASTE, S-1 SINK 2" 1-1/2" 1/2" 1 /2" KINGSFORD - STAINLESS STEEL, SINGLE BOWL COUNTERTOP SINK WITH W ElV KFJ2572 FAUCET LEDGE, 3 HOLE, 20 -GAUGE, 25"x22" O.A. r4 z� OR EQUAL MOEN #67125 - SINGLE HANDLE FAUCET. PROVIDE ANGLE STOP, SUPPLIES W/ TUBES I #FA220 ESCUTCHEONS. WC0-1 WALL CLEAN-OUT SIZE/ - - - NIBCO - PVC APPLICATIONS: SCHEDULE 40 PVC DWV, CLEAN-OUT DWG L a #4811-14-V TEE WITH RECESSED BRONZE TAPPED PLUG & STAINLESS JOSAM #58890 STEEL WALL ACCESS COVER. ECO -1 EXTERIOR CLEAN-OUT SIZE/ - - - SEE DETAIL - PROVIDE CLEAN-OUT WITH 2 -WAY CLEAN-OUT TEE. DWG. THIS SHEET FCO -1 FLOOR CLEAN-OUT SIZE/ - - - ENPOCO #UFACO - PVC OR ABS PLASTIC DWV GASKETED B T PLUG & AL DRAWN BY DWG. CHECKED BYM AW/INTERNAL S HOUSING W/SCQRIATED SECURED SATIN NIKOYSTOLE B - - 1 /2" - ZURN - NON -FREEZE WALL HYDRANT WITH VACUUM BREAKER, 3/4" HOSE HB -1 HOSE BIBB SHEET NO. Z-1315-5 THREAD OUTLET SPOUT, ALL BRONZE. SEE PLANS FOR LOCATION, MOUNT 24" A.F.F. 2" 1/2' 1 /2" WATER -TITS - HIGH IMPACT PLASTIC WASHER BOX, 7 1 /2"x9"x3 112" O.A. WB -1 WASHER BOX 2" #4312 VALVES INSTELLED WITH EXTENDED COPPER TAILPIECE WITH HALF COUPLING. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. _ _ _ JOSAM WITH DEEP SEAL P -TRAP, INDIRECT WASTE FUNNEL AND DOME H.D. HUB DRAIN _ 300003-5A-50 STRAINER. NOTE: PRODUCTS LISTED IN SCHEDULE ABOVE SHALL DETERMINE QUALITY AND GRADE REQUIRED. IF OTHER THAN THOSE LISTED ABOVE ARE USED, EQUAL OR PARALLEL GRADE SHALL BE USED. * COORDINATE WITH OWNER FOR FINAL SELECTION OF BATHTUB MANUFACTURER AND MODEL NUMBER. ELECTRIC WATER HEATER SCHEDULE MARK/UNIT WH -1 MANUFACTURER LOCHINVAR OR RUUD MODEL NO. TALLBOY ETA 040 PP TYPE ELECTRIC GALLONS 40 VOLT/PHASE/Hz 240/1/60 KW 6 NO. OF ELEMENTS 2 ELEMENT OPERATION NON -SIMULTANEOUS GPH RECOVERY @ 80' QT 31 DIMENSIONS 46" X 18" DIA. WEIGHT 430 NOTES: 1, PROVIDE ALL GAGES, TRAPS, THERMOSTATS, TEMPERATURE AND PRESSURE RELIEF VALVE, AND SHUT-OFF VALVES AS REQUIRED BY LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS, 2, PROVIDE 2" MIN. DEEP 24 GAUGE GALVANIZED STEEL SAFETY PAN. COLD WATER SUPPLY TO UNIT VACUUM RELIEF VALVE WATTS OR EQUIVALENT DIELECTRIC UNIION (TYP) REDUCER (TYP) HEAT TRAP (TYP.) 1/16- THICK HIGH IMPACT - PLASTIC OR 24 GA. GALV. STL, 1 112" MINIMUM DEEP SAFETY PAN. ELECTRIC WATER NOT TO SCALE HOT WATER SUPPLY TET -1 (THERMAL EXPANSION TANK) AMTROL #ST -5 OR APPROVED EQUAL PIPE IN WALL PENETRATE THROUGH WALL & PROVIDE ESCUTCHEONS � �-- GATE VALVE (TYP) TEMPERATURE AND PRESSURE RELIEF VALVE. (ASME) '�- WATER HEATER (SEE WATER HEATER SCHEDULE) EXTEND SAFETY PAN DRAIN AND RELIEF VALVE DRAIN TO ' OUTSIDE BUILDING. =I S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Loke Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altomonte Springs E—moil: sgmeng*iog.net Florido, 32701 Project number: 20IIQ E� Ay i o Q m m o m LL � E 7 Q a r m C U r N m a m 0 } d Z 04 n 1 CJ , m Z CD a < a 3 o v m W w .� 00 ® ® � d h C) v C 0 afLIJ z C� N W - w ,y 6 00 W c c w =a o W ElV r4 z� a_ z 0 I ct 0 o. L a w LonL JOB NO.& DRAWN BY BAv CHECKED BYM APPROVED BY GRS DATE 5AS100 SHEET NO. 14.5 a UNIT A - HVAC PLAN SCALE: 1/4"=l' -O" GENERAL NOTES 1. BATHROOM & DRYER EXHAUST DISCHARGE SHALL BE 5 FEET FROM ANY OPENING, 2 FEET ABOVE OR 10 FEET BELOW. 2. IF, THROUGH ERRORS OR OMISSIONS,THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 3. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED, ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 4.- SEE ARCHITECTURAL DWGS. FOR FURDOWN WALLS. HVAC LEGEND DIFFUSER CFM TYPE ® CEILING MOUNTED SUPPLY OUTLET. A-150 IF OTHER THAN 4 -WAY, ARROWS INDICATE AIR FLOW PATTERN. + 0 I EF -1A-11 , i DIFF R UNIT B - HVAC PLAN 1fl SCALE: 1/4"=l' -O" CFM NECK SIZE PLAN KEY NOTES 65-150 65-150 FLOOR MOUNTED AIR HANDLER AS DETAILED 8� DROP REFRIGERANT PIPING INSIDE THE WALL SEE BUILDING PLANS FOR PIPING CONTINUATION 12"x6 ON SHEET 15.7. 205-260 14"x6" (� C g DRYER EXHAUST DUCT. ROUTE 40 GALVANIZED STEEL DUCT IN FLOOR/CEILING ASSEMBLY. EXTEND ROUTE PVC CONDENSATE DRAIN LINE FROM DUCT FULL LENGTH TO WALL CAP. ASSEMBLE AIR HANDLER WITH TRAP TO FLOOR DRAIN f— E DUCTWORK SO AS TO NOT ALLOW ANY SHEET METAL PROVIDED BY PLUMBING CONTRACTOR. SCREWS PROTRUDING INTO THE AIRSTREAM. 2 ROUTE REFRIGERANT LINES ABOVE 1ST FLOOR w ASSEMBLE DUCTWORK WITH ALL SEAMS RUNNING h W CEILING TO CONDENSING UNIT ON GROUND. r WITH THE AIRSTREAM. SEE WALL CAP DETAIL a INSULATE SUCTION LINES ABOVE GRADE. F- 0 < ON SHEET 15.7. WALL MOUNTED EXHAUST FAN. ROUTE 3"41 GALVANIZED STEEL DUCT 1 C) PROVIDE WALL CAPS FOR FIRST FLOOR C: FAN TO CEILING AND 4"0 GALVANIZED STEEL DUCT ABOVE CEILING UNITS IN A STRAIGHT LINE NEXT TO EACH OTHER. TO WALL CAP. SEE SHEET 15.7 FOR 0 WALL CAP DETAIL. 11 DO NOT RUN DUCTS OVER ELECTRICAL BOX. PROVIDE SUPPLY PLENUM DUCT OUT OF AHU AND CONNECT w SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO 12 RUN MAIN SUPPLY TRUNK PARALLEL WITH CEILING TRUSSES ACCOMMODATE BRANCH DUCT CONNECTIONS, SEE DRAWING. E -- Q 13 TRANSITION VERTICAL DUCT TO 14"00" AFTER S/A DISCHARGE NOT USED, a 1a DUCTLESS RANGE HOOD. 0 UNDERCUT DOOR 1/2" ABOVE CARPET FOR RETURN AIR. <0>REFRIGERANT AND CONDENSATE DRAIN LINES. INSULATE SUCTION LINE WITH MIN. 1" INSULATION AND CONDENSATE w WITH MIN. 1/2" THICK INSULATION ARMAFLEX. SEAL JOINT! W ROUTE EXPOSED IN MECHANICAL CLOSET. SEE BUILDING PLANS FOR CONTINUATION. <@> ROUTE DUCTS IN FLOOR JOIST SYSTEM. X 1 PROVIDE FRONT ACCESS PANEL FOR RETURN AIR AND MAINTENANCE. cn <@>RUN 4"0 GALVANIZED STEEL DUCT FROM DRYER cn TO WALL CAP. GENERAL NOTES 1. BATHROOM & DRYER EXHAUST DISCHARGE SHALL BE 5 FEET FROM ANY OPENING, 2 FEET ABOVE OR 10 FEET BELOW. 2. IF, THROUGH ERRORS OR OMISSIONS,THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 3. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED, ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 4.- SEE ARCHITECTURAL DWGS. FOR FURDOWN WALLS. HVAC LEGEND DIFFUSER CFM TYPE ® CEILING MOUNTED SUPPLY OUTLET. A-150 IF OTHER THAN 4 -WAY, ARROWS INDICATE AIR FLOW PATTERN. + 0 I EF -1A-11 , i DIFF R UNIT B - HVAC PLAN 1fl SCALE: 1/4"=l' -O" CFM NECK SIZE 0-60 8"x6" 65-150 65-150 10"x6" 12x6 155-200 12"x6 W `' C 205-260 14"x6" A-235 7,'. 7"0 " { S 0 I USE CFM A-110 /7 A-116� I TYPE A-150 WALL -MOUNTED SUPPLY REGISTER. � 16 r � I �. C-25� ,! I CFM NECK SIZE 0-60 8"x6" 65-150 10"x6" 155-200 12x6 205-260 14"x6" f � 6 4"0 UNIT C -- HVAC PLAN WALL -MOUNTED EXHAUST FAN. THERMOSTAT MOUNTED 60" A. F. F. , 10 44 A. F. F. AT GROUND FLOOR UNIT D -- HVAC PLAN s,G.l�. ENGINEERING, INC. ---R------ PI7VPIrIPANT PIPINf: gC'A1,F- 1/4".�11'—O" X(i..►_P //i/(., FAGtllTlES GaNSUt TING ENGINEERS 11 70 ._,.._��_t C._.. ... e - 14 ��4_ 13 I-__rT __ 8-50 � 5�, � �-SCT_. � I I r si S 1 AHU A i S EF -1 4 x t ?�� F i is PLAN KEY NOTES r l ff B-2 30 ``„ �, ` ' , 8 DROP REFRIGERANT PIPING INSIDE THE WALL \\ 8 m FLOOR MOUNTED AIR HANDLER AS DETAILED SEE BUILDING PLANS FOR PIPING CONTINUATION fl ON SHEET 15.7. NOT USED. ROUTE PVC CONDENSATE DRAIN LINE FROM AIR HANDLER WITH TRAP TO FLOOR DRAIN 10 NOT USED. 6" m 4 i /B-120 ; I PROVIDED BY PLUMBING CONTRACTOR. �' 6'f 0 O ROUTE REFRIGERANT LINES ABOVE 1 ST FLOOR CEILING TO CONDENSING UNIT ON GROUND. ► B-120 ! INSULATE SUCTION LINES ABOVE GRADE. 11 DO NOT RUN DUCTS OVER ELECTRICAL BOX. WALL MOUNTED EXHAUST FAN. ROUTE 3"0 GALVANIZED STEEL DUCT i 4 RUN MAIN SUPPLY TRUNK PARALLEL WITH CEILING TRUSSE .. it FAN TO CEILING AND 4" 0 GALVANIZED STEEL DUCT ABOVE CEILING 12 i ! TO ROOF CAP. SEE SHEET 15.7 FOR WALL CAP DETAIL 13 TRANSITION VERTICAL DUCT TO 14"x10" AFTER S/ A DISCHARC i y �i . 8"0 PROVIDE SUPPLY PLENUM DUCT OUT OF AHU AND CONNECT 14 DUCTLESS RANGE HOOD. SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS, SEE DRAWING. REFRIGERANT AND CONDENSATE DRAIN LINES. INSULATE B-230 ` ' I SUCTION LINE WITH MIN. 1" INSULATION AND CONDENSATE i DRYER EXHAUST DUCT. ROUTE 40 GALVANIZED " WITH MIN. 1/2 THICK INSULATIONMAFLEX. SEAL JOINT j� STEEL DUCT INTO FIRE RATED CHASE. EXTEND ROUTE EXPOSED IN MECHANICAL CLOSET. SEE BUILDING I , ! DUCT FULL LENGTH TO ROOF CAP. ASSEMBLE t 8 PLANS FOR CONTINUATION. ` DUCTWORK SO AS TO NOT ALLOW ANY SHEET METAL i SCREWS PROTRUDING INTO THE AIRSTREAM. ! 16 ROUTE DUCTS IN FLOOR JOIST SYSTEM. ASSEMBLE DUCTWORK WITH ALL SEAMS RUNNING I ✓ ., WITH THE AIRSTREAM. SEE ROOF VENT AND DRYER 1 PROVIDE FRONT ACCESS PANEL. c fO VENT DETAIL ON SHEET 15.7./ r i UNDERCUT DOOR 1/2" ABOVE CARPET FOR RETURN AIR. UNIT A -- SCALE: 1/4"=1'-O" 1161MEUQM ROUTE DUCTS IN ROOF CEILING ASSEMBLY z ROUTE DUCTS IN DROPPED CEILING SPACES EXCEPT AS NOTED. 0 ALL CEILING DIFFUSERS SHALLINSTA B E ED LL WALL -MOUNTED EXHAUST FAN. THERMOSTAT MOUNTED 60" A. F. F. , 10 44 A. F. F. AT GROUND FLOOR UNIT D -- HVAC PLAN s,G.l�. ENGINEERING, INC. ---R------ PI7VPIrIPANT PIPINf: gC'A1,F- 1/4".�11'—O" X(i..►_P //i/(., FAGtllTlES GaNSUt TING ENGINEERS 11 70 ._,.._��_t C._.. ... e - 14 ��4_ 13 I-__rT __ 8-50 � 5�, � �-SCT_. � I I r si S 1 AHU A i S EF -1 4 x t ?�� F i is PLAN KEY NOTES r l ff B-2 30 ``„ �, ` ' , 8 DROP REFRIGERANT PIPING INSIDE THE WALL \\ 8 m FLOOR MOUNTED AIR HANDLER AS DETAILED SEE BUILDING PLANS FOR PIPING CONTINUATION fl ON SHEET 15.7. NOT USED. ROUTE PVC CONDENSATE DRAIN LINE FROM AIR HANDLER WITH TRAP TO FLOOR DRAIN 10 NOT USED. 6" m 4 i /B-120 ; I PROVIDED BY PLUMBING CONTRACTOR. �' 6'f 0 O ROUTE REFRIGERANT LINES ABOVE 1 ST FLOOR CEILING TO CONDENSING UNIT ON GROUND. ► B-120 ! INSULATE SUCTION LINES ABOVE GRADE. 11 DO NOT RUN DUCTS OVER ELECTRICAL BOX. WALL MOUNTED EXHAUST FAN. ROUTE 3"0 GALVANIZED STEEL DUCT i 4 RUN MAIN SUPPLY TRUNK PARALLEL WITH CEILING TRUSSE .. it FAN TO CEILING AND 4" 0 GALVANIZED STEEL DUCT ABOVE CEILING 12 i ! TO ROOF CAP. SEE SHEET 15.7 FOR WALL CAP DETAIL 13 TRANSITION VERTICAL DUCT TO 14"x10" AFTER S/ A DISCHARC i y �i . 8"0 PROVIDE SUPPLY PLENUM DUCT OUT OF AHU AND CONNECT 14 DUCTLESS RANGE HOOD. SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS, SEE DRAWING. REFRIGERANT AND CONDENSATE DRAIN LINES. INSULATE B-230 ` ' I SUCTION LINE WITH MIN. 1" INSULATION AND CONDENSATE i DRYER EXHAUST DUCT. ROUTE 40 GALVANIZED " WITH MIN. 1/2 THICK INSULATIONMAFLEX. SEAL JOINT j� STEEL DUCT INTO FIRE RATED CHASE. EXTEND ROUTE EXPOSED IN MECHANICAL CLOSET. SEE BUILDING I , ! DUCT FULL LENGTH TO ROOF CAP. ASSEMBLE t 8 PLANS FOR CONTINUATION. ` DUCTWORK SO AS TO NOT ALLOW ANY SHEET METAL i SCREWS PROTRUDING INTO THE AIRSTREAM. ! 16 ROUTE DUCTS IN FLOOR JOIST SYSTEM. ASSEMBLE DUCTWORK WITH ALL SEAMS RUNNING I ✓ ., WITH THE AIRSTREAM. SEE ROOF VENT AND DRYER 1 PROVIDE FRONT ACCESS PANEL. c fO VENT DETAIL ON SHEET 15.7./ r i UNDERCUT DOOR 1/2" ABOVE CARPET FOR RETURN AIR. UNIT A -- SCALE: 1/4"=1'-O" 1161MEUQM ROUTE DUCTS IN ROOF CEILING ASSEMBLY INSTALL FIRE DAMPER IN DUCTWORK PENETRATING ROOF CEILING ASSEMBLY UNIT AZ SCALE: 1/4"=1'-0" - HVAC d z 0 ALL CEILING DIFFUSERS SHALLINSTA B E ED LL C_ WITH RADIATION DAMPER. W `' C INSTALL FIRE DAMPER IN DUCTWORK PENETRATING ROOF CEILING ASSEMBLY UNIT AZ SCALE: 1/4"=1'-0" - HVAC d S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Lake Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs E—mail: sgmeng*iog.net Florida, 32701 Project number: :2019Q Z z 0 C_ v W `' C Fm(� 0 (� C 0 0- w - f— E Z L w v h W r a V) W F- 0 < 0 W E C: w r 0 LLQ 4 w S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Lake Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs E—mail: sgmeng*iog.net Florida, 32701 Project number: :2019Q Z z a 0 0- v V) W V w Cl 0 w w E -- Q d a 0 w W x X cn cn JOB NO.$ DRAWN BY g,av CHECKED BY Rk'.r1 APPROVED BY DATE 5/151CX SHEET NO. 1.5.1 S.G.M. ENGINEERING, INC. F A C I L I T I E S C O N S U L T I N G E N G I N E E R S 600 S. North Lake Blvd. TEL: (407) 767-5188 Suite 230 FAX: (407) 767-5772 Altamonte Springs E—mail: sgmeng*iog.net Florida, 32701 Project number: :2019Q Z i a a. v V w 0 w E -- d 0 w X cn DRAWN BY E CHECKED BY APPROVED BY DATE SA SHEET N 15. I6" AN „��„ 1/4 ,� NN 1/411 _ I1-0,1 (OPT.) ---- J SHELVING BY OWNER [—= FLUOR. -_ —E--= LIGHT i MAINTENANCE LUGR. .IGHT - - - - - - -' CA5LE ROOM I I I A Ak 3'-0" 12 GH ELEVATION F-RnNT ELEVATION I/A11_1' INSULATION BAFFLE - (1) 51MP50N 'MT518'- FIBERGLA55 5HINGLE5 OVER #15_ FELT OVER 1/2" 0.5.5. 5HEATHING 51MP5ON '5P2' ®STUD TO TOP PLATE - DRIP EDGE 2X6 FA5CIA- VENTILATED VINYL 5OFFIT- 3/8" STUCCO FIN15H TO MATCH APARTMENT5' 1/16" 0.5.5.5HEATHING 2X4 FRAMING @ 16" O.G. 03 CONTRACTOR TO PROVIDE 2-30 AMP DEDICATED CIRCUITS W/ 5 REGEPTACLE5. 2- CEILING MOUNTED AND 3- WALL MOUTED. R-Iq IN5ULATION- 51MP50 � SPLL PLATDE 12 6 WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O.G. R-Iq INSULATION 8'-I I/8" TRllSS BRC. 5/8" GYP. 1/2" GYP. 1/2" DIAM. ANCHOR BOL+ TYP. OR EXPAN51ON BOLT W/6" MIN. EMBEDMENT TYP. INTO CONCRETE @ 24" O.G. -2X4 P.T. 51LL PLATE .51/4" WOOD BA5E 4 GONG. W/ 6X6 W 1.4 X W 1.4 WWF ON 6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPAGTED FILL 0'-01 FIN. FLOOR [] KEY NOTES: 01. ROOF A55EMBLY: PRE-ENGINEERED, PREFABRICATED ROOF TRU55E5 WITH 1/2 A.P.A. RATED 0.5.B. 5HEATHIN5 WITH H-CLIP5. ROOF WITH CLA55 "A'1 SHINGLE ROOFING WITH 5ELF SEALING TA135 ON ONE LAYER 15 LB. FELT. SIDE 02. 3/8" TEXTURED GEMENT FINISH TO MATCH APT. BUILOING5. 03, IN -WALL A/C UNIT TO BE IN5TALLED PER MANUFACTURER'S 5PEG5.. 04, PREFABRICATED OVERHEAD METAL ROLL -UP DOOR IN5TALLED A5 PER MANUFACTURER'S 5PEGIFI( ATION5. W X l'-0 TALL) 05. INDICATES A 3/4" RAIN R15ER @ GARAGE DOOR OPENING. 06. INDIGATE5 4" CONCRETE WITH 6 X 6 H1.4 X H1.4 WWF ON 6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL. 01. INDIGATE5 A 12"W x 16" DEEP GONG. MONOLITHIC EDGE W/ 2- #5 DIM. RODS CONT. O8. INDICATES A 3'-0" x 6-8" METAL DOOR, METAL FRAME AND THRESH -TOLD. Oq. PERIMETER WALL5 ARE TO BE #2 5.P.F. 2X4 FRAMING @ lb,,K/ DOUBLE TOP PLATES, TYPICAL AND 51NGLE P.T. BOTTOM PLATE H1112" ANCHOR BOLT5 W/ MIN. 6 EMBEDMENT @ 24" O.G. 10. PRE-ENGINEERED WOOD GARAGE DOOR HEADER W/ (2) - 2X12'5 OPTION. II. (2)-2 X 8'5 WOOD HEADER ®OPENING WITH I/2" FLITCH PLATE @ OPENING. 16" DIA. " DECORATIVE LOUVER t)EGORATIVE LOUDER DETAIL (FOR BOTH 510E ELEVATION5) x4 FRAMING /16" 0.5.5. 115 FELT PAPER DECORATIVE LOUVER 1 1/2" 5TUCCO THIGKNE55 LEGEND 0 3/5" 5TUGG0 (TYP.) 1 3/4" STUCCO 2 1" STUCCO 3 1 1/2" STUCCO a JOB N0. DRAWN BYOA PB5 CHECKED BY GB APPROVED BY .IBB DATE 5/15/00 SHEET N0. 11.02 U;' NI O M�% O 00 0 Q 2 X Q Q W Z Cn w W o 'G.0 Li 0 r7- O Z M W '� z W f��� r 06 W Q W 7 ` r�V7 y Z 4 j 1 Z c Z Q O J .n Q r* a JOB N0. DRAWN BYOA PB5 CHECKED BY GB APPROVED BY .IBB DATE 5/15/00 SHEET N0. 11.02