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HomeMy WebLinkAbout3806 Saltmarsh Lp 17-2436 (rev)7 b 24 o.c. 2ND r-LOOR SRAM I N(5 FLAN SCALE: 1/4"=1'-O" ELEV. 5 (T 8 U 51 W. F# 2x4 A lb" o.c. KNEEWALL F.J. o lb 11 O.C. I o LANDING IMP50N )526 HANGER J015T. FASTEN TO :Y 104/4114)x 23/411 4 TITEN 5GRE1^15 0 STAGGERED al, M s s * o 7824 p ATE OF �V 0%, % 4✓ ONAL 011111WO 11O © copyright : MULHERN & KULP Structural Engineering, Inc. a. -J °' N c a a c m + m co z� N `) — i �O � • Jc M N N m N Q M&K project number: 181-16006 project mgr S D I drawn by: JTS issue date: 10-25-16 REVISIONS: date: initial: 03/0812017 JTS 06/0212017 JTS 12111/2017 MK 03/09/2018 JTS RECORD COPY c W 00 2 V rI z CL 0 z LDIN SAN pR� LL., 1. `t A ULM 0 EAgRA 0 O 6 LL 0 z z (L0 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SGHEDULES gleet LEFT HAND S3*0 f 10 f V LEDGER o DING FASTEN o =RMC. w/ (3) ).120" NAIL5 O al, M s s * o 7824 p ATE OF �V 0%, % 4✓ ONAL 011111WO 11O © copyright : MULHERN & KULP Structural Engineering, Inc. a. -J °' N c a a c m + m co z� N `) — i �O � • Jc M N N m N Q M&K project number: 181-16006 project mgr S D I drawn by: JTS issue date: 10-25-16 REVISIONS: date: initial: 03/0812017 JTS 06/0212017 JTS 12111/2017 MK 03/09/2018 JTS RECORD COPY c W 00 2 V rI z CL 0 z LDIN SAN pR� LL., 1. `t A ULM 0 EAgRA 0 O 6 LL 0 z z (L0 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SGHEDULES gleet LEFT HAND S3*0 f 10 f 2x EXTERIOR WALL 8" REINF. CMU WALL -SEE PLAN FOR VERT. d HORZ. REIN. SPECS SGT ION 21 SGT- ON 35 SEGT10N S�GTION 2x4 GATS o WO.C. FASTENED TO GABLE END FASTEN 51EATHINO TO 2x4 2x4 BLOCKING W/ TRUSS w/ (2)3"x0.131" BLOCKING W/ 23/8"X0.113" (3)3 x0531" TOENAILS. PROVIDE (I) [-;25 NAILS 0 4"O.G TOENAILS EACH END FASTEN ROOF 5HEATHING TO 2xb LEDGER FASTENED TO EACH GRO551% STUD -SEE PLAN FOR SHEATHING 2x LEDGER W/ 23/8"X0.113" EXTERIOR WALL 5HT'G. T 2x EXTERIOR WALL --� PLAN FOR SHEATHING AND CONNECTION SPEG5. FA5TEN 501..E PLATE TO RIM 3x0.131 NAILS 0 b O.G. " " " 2x EXTERIOR WALL 0 STAIRS RUN CONTINUOUS FULL HEIGHT AND CONNECTION SPECS. EXTERIOR WALL 5HT'G. TO OR 2 -STORY SPACE OF WALL FROM BOTTOM OF FASTEN ROOF 5HEATHIN6 TO SEE DETAIL 20 OR RUN CONTINUOUS FULL HEIGHT I Y8` FULL DEPTH O5B BLOGKING O -SEE PLAN FOR 5HEATHI RIM TO DOUBLE TOP PLATE FASCIA WITH 23/8"X0.113" R.5. OF KA FROM BOTTOM OF 48"o.c. ALONG WALL (15T BAY ONLY) AND CONNECTION 5PE05 2 YZ"x0.131" O 3" O.G. INTO (4) 3Y4 x0.131 FA5TEN 50LE PLATE TO RIM w/ 3"X0.131" NAILS O b" O.G. a1 SHEATHING -L RIM TO DOUBLE TOP PLATE FASTEN SHEATHING TO EA. BLOCK W/ (5) FASTEN SOLE PLATE of 2x SOLE PLATE • 5 o 6-0" MAX. PROVIDE TO RIM W/ 2 'x0.131" NAILS 0 b" O.G. 2)Yx0.131" 0 3" O.G. INTO 50LE #8 5GREW5 OR (5)2VxO.131" NAILS. TO BOND BM. W/Ys" DIA. ANG 5HTC7. FA5TENIN67 ALL MIN.(2) PER PLATE AND MAX 12" PLATE BOLTS O 4'-0" MAX. PROVIDE I Ye` (MIN) 05B RIM BOARD �� • EA END I-J015T5 " I Ya (MIN) 05B RIM BOARD. I_J015T5 MIN. (2) PER PLATE AND MAX 12 FROM EA FASTEN TO EA. I -JOIST o TOP � BOTTOM CHORD w/ (2) 3 Y4`x0.131' -PER PLAN FASTEN RIM TO EA. BLKG X -PER PLAN ONTO ROOF NAILS DRY SPACE. IN51DE FACE PANEL W/ (3)3 Y4x0.131' NAILS \ FASTEN EXTERIOR 5HEATHIN 2)Yx0.131" 0 3" O.G. INTO RIM --JOISTS MIN. TO 2x PLATE W NO.G BOARD x 2 NX0.131" 0 3" O.G. INTO RIM ONRY 3/4". PROVIDE FURRING NAILS 0 3 BOARDEB ON IDE FACE OF MA50NRY TO FASTEN RIM TO GMU BOND FASTEN EVERY OTHER I -.1015T (w/ W FASTEN RIM TO GMU BOND —FASTEN EVERY 05B BLOCKING TO BOND BEAM W/ (1) SIMP50N HETAIb 8M GMBOND BEAM BEAM W/ SIMP50N HETA16 EMBEDDED STRAP o 24" O.G. BLOCKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 (48 O.G. MAX) 4(I)) #5 BARS DONT SEE UPLIFT CONNECTOR W/ (I) 5IMP50N HETAIb (48 O.G. MAX) EMBEDDED STRAP 0 24 O.G. FASTEN RIMBOARD THRU 5HTG. SCHEDULE ON PLANS FOR TO ROOF TUR% LEDGER W/ 2 CONNECTOR SPECIFICATIONS 8N CMU VERT WALL REIN. TO 8 GMU BOND BEAM VERT WALL REINF. TO 8" CMU BOND BEAM (SEE PLANS EXTEND INTO BOND BEAM W/ (1) #5 GONT. EXTEND INTO BOND BEAM W/ (1) #5 GONT. 8' REINF. GMU WALL 8" REIN. CMU WALL -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. # HORZ. REINF. SPECS d HORZ. REINF. SPECS 8" REINF. CMU WALL -SEE PLAN FOR VERT. d HORZ. REIN. SPECS SGT ION 21 SGT- ON 35 SEGT10N S�GTION 2x4 GATS o WO.C. FASTENED TO GABLE END FASTEN 51EATHINO TO 2x4 2x4 BLOCKING W/ TRUSS w/ (2)3"x0.131" BLOCKING W/ 23/8"X0.113" (3)3 x0531" TOENAILS. PROVIDE (I) [-;25 NAILS 0 4"O.G TOENAILS EACH END FASTEN ROOF 5HEATHING TO 2xb LEDGER FASTENED TO EACH GRO551% STUD 2x LEDGER W/ 23/8"X0.113" W/ (3)3Y4"x0.131" NAILS R.5. NAILS 0 b"O.G. ROOF TR 65E5 0 24"o.c. x, x x FASTEN ROOF 5HEATHIN6 TO SEE DETAIL 20 OR 50LE PLATE OF 2x WALL 2'-0" MIN FASCIA WITH 23/8"X0.113" R.5. 21 FOR ADDITIONAL • NO BM. w/N DIA. ANCHOR '" (4) 3Y4 x0.131 NAILS O b" O.G. CONNECTION INFO 4 ROOF �G • 5 o 6-0" MAX. PROVIDE (2)2x8 LEDGER FASTEN OUTER GABLE END VERTICAL WEB 5HTC7. FA5TENIN67 ALL MIN.(2) PER PLATE AND MAX 12" PLY TO INNER PLY W/ 2 ROW5 OF �� • EA END 3"x0.120" (MIN) NAILS ® Ib" o.c. CONT. 24" MIN VTERIOR WALL O STAIRS OR (MAX) 5TA66ERED ONTO ROOF DRY SPACE. IN51DE FACE 1� � --JOISTS • YWALL SHALL OVERHANG x -SEE PLAN ONRY 3/4". PROVIDE FURRING 2x FASCIA ON IDE FACE OF MA50NRY TO -SEE ARCH \ SEE UPLIFT CONNECTOR 3 Y4'xO.I31" TOENAILS o 12" 2x SHEAR WALL B SCHEDULE ON PLANS FOR O.G. CONNEGTIOTTOM SEE UPLIFT CONNECTOR FASTEN RIMBOARD THRU 5HTG. SCHEDULE ON PLANS FOR TO ROOF TUR% LEDGER W/ 2 CONNECTOR SPECIFICATIONS SPECIFICATIONS. ROW5 OF 3"X0.120" (MIN) NAILS 0 I b" O.G. (MAX) 5TAG6ERED VERT WALL REINF. TO 8" GMU BOND BEAM EXTEND INTO BOND BEAM W/ (1) #5 DONT. 8" REINF. CMU WALL -SEE PLAN FOR VERT. d HORZ. REIN. SPECS SGT ION 21 SGT- ON 35 SEGT10N S�GTION 2x4 GATS o WO.C. FASTENED TO GABLE END FASTEN 51EATHINO TO 2x4 2x4 BLOCKING W/ TRUSS w/ (2)3"x0.131" BLOCKING W/ 23/8"X0.113" (3)3 x0531" TOENAILS. PROVIDE (I) [-;25 NAILS 0 4"O.G TOENAILS EACH END FASTEN ROOF TRU55 TD FASTEN BOTTOM CHORD OF DOUBLE TOP PLATE W/ GABLE END M55 TO TOP PROVIDE 2x4 BLOGKING (3) 3Y4"x0.131" TOENAILS PLATE WITH 51MP50N A35 2x4 BRAGS W/2x4 0 48" O.G. IN FIRST (3) CLIP5 0 32" O.G. T -BRACE, SPACED O BAYS OF ROOF 4'-0" O.G. MAX. FASTEN TRUSSES -GUT TO FIT 2x4 TO TW/ 3 Y4"x0.131' TIGHT BETWEEN TRU55 FASTEN BOTTOM OF 2x4 NAILS o 12" O.G. BOTTOM CHORDS C BRACE TO DBL. TOP 17ET I L �0 SGAL�r s/4'=I'-0' PLATE a 4131OI;GR H. A 03X0." FASTEN CKNGW5GREw55 TOENAILS 7G2 /NAILS ®b" D.G. N plNc SF SANFORD PAR L 136 1' LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APDL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. 14o? � �• -�s' NSF'`',/�/i No 7824 * r STATE OF Pto �► 1 © copyright: MULHERN & KULP Structural Engineering, Inc. � m c a Y� m ca W *' T N 5 m� N coo N � N Q M&K project number 181-16006 pr* mgr SDI drawn by: JTS issue date: 10-25-16 REVISIONS: date: mi6al: 03/08/2017 JTS 06/02/2017 1TS 12/11/2017 MK 03/09/2018 ITS W ==, 2 0 CAI SD2*2 R • SIMP50N H3 CLIP 0 OVERHANGS > 12" x, x x FASTEN ROOF 5HEATHIN6 TO GYP5UM BOA 1'4" MAX PER ARCH FOR j 2'-0" MIN FASCIA WITH 23/8"X0.113" R.5. FIREPROOFING 7 '" (4) 3Y4 x0.131 NAILS O b" O.G. ROOF �G i � NAILS GABLE END VERTICAL WEB ALL REINFORGING A5 REGURIED CONT. 24" MIN BY TRUSS MANUF. ONTO ROOF 1� 2x FASCIA -SEE ARCH SEE UPLIFT CONNECTOR 3 Y4'xO.I31" TOENAILS o 12" 2x SHEAR WALL B SCHEDULE ON PLANS FOR O.G. CONNEGTIOTTOM - PLAN FOR CONNECTOR SPECIFICATIONS CHORD TO TOP PLATE SPECIFICATIONS. FASTEN ROOF TRU55 TD FASTEN BOTTOM CHORD OF DOUBLE TOP PLATE W/ GABLE END M55 TO TOP PROVIDE 2x4 BLOGKING (3) 3Y4"x0.131" TOENAILS PLATE WITH 51MP50N A35 2x4 BRAGS W/2x4 0 48" O.G. IN FIRST (3) CLIP5 0 32" O.G. T -BRACE, SPACED O BAYS OF ROOF 4'-0" O.G. MAX. FASTEN TRUSSES -GUT TO FIT 2x4 TO TW/ 3 Y4"x0.131' TIGHT BETWEEN TRU55 FASTEN BOTTOM OF 2x4 NAILS o 12" O.G. BOTTOM CHORDS C BRACE TO DBL. TOP 17ET I L �0 SGAL�r s/4'=I'-0' PLATE a 4131OI;GR H. A 03X0." FASTEN CKNGW5GREw55 TOENAILS 7G2 /NAILS ®b" D.G. N plNc SF SANFORD PAR L 136 1' LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APDL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. 14o? � �• -�s' NSF'`',/�/i No 7824 * r STATE OF Pto �► 1 © copyright: MULHERN & KULP Structural Engineering, Inc. � m c a Y� m ca W *' T N 5 m� N coo N � N Q M&K project number 181-16006 pr* mgr SDI drawn by: JTS issue date: 10-25-16 REVISIONS: date: mi6al: 03/08/2017 JTS 06/02/2017 1TS 12/11/2017 MK 03/09/2018 ITS W ==, 2 0 CAI SD2*2 R •