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HomeMy WebLinkAbout3756 Saltmarsh Lp (a) 17-3748"t dip seal: 3/14/2018 PROVIDE 50LID SHIM BETW'N J015T " PROVIDE 50LID SHIM BETW'N BL.K'G d F��4//;,/i CONNECTOR IF J015T LOCATED LESS THAN CONNECTOR IF BLK G LOCATED LE55 THAN 2x6 LEDGER FASTENED )2" FROM CONNECTOR. I " FROM CONNECTOR FASTEN ROOF SHEATHING TO TO EACH GRO551% STUD 77824 �•'C s WHERE J015T 15 GREATER THAN I )z" FROM INHERE BLK'G 15 GR.5REATER THAN I V FROM LEDGER w/ 23/8 X0.113" w/ (3)3 Y4"x0.131" NAILS -� CONNECTOR, REFER TO TYPICAL RETROFIT CONNECTOR, REFER TO TYPICAL RETROFIT R. NAILS o b"O.G.- ' DETAIL 0. 2x EXTERIOR WALL DETAIL R %roti STATE OF ` ROOF TRUSSES -SEE PLAN FOR SHEATHING 2x EXTERIOR .WALL. ®24"o.c. �'°•' OR10P •'�� N�� AND CONNECTION SPECS. FASTEN 50LE PLATE TO RIMd r .� �` RUN CONTINUOUS NTINUOUS FULL HEIGHT -SEE PLAN FOR SHEATHING 2x EXTERIOR WALL o STAIRS �` AND CONNECTION SPECS. BOARD w/ 3 x0.131 NAILS o b O.G. f r 9 �; •` EXTERIOR WALL 5HT G. TO OR 2 -STORY SPACE155:��M OF WALL FROM BOTTOM OF I Yb" FULL. DEPTH 058 BLOGKING o -SEE PLAN FOR 5HEATHING SEE DETAIL 20 OR ©copyright : MUiHERN & KUIP RIM TO DOUBLE TOP PLATE RUN CONTINUOUS FULL HEIGHT " FASTEN 50LE PLATE OF 2x WALL 21 FOR ADDITIONAL Structural Engineering. Inc. OF WALL FROM BOTTOM OF 48 o c. ALONG WALL (1ST BAY ONLY) AND CONNECTION SPECS. TO BOND BM. w/Y2" DIA. ANCHOR CONNECTION INFO 4 FASTEN SOLE PLATE TO RIM w/ 2 )�"x0.131" 0 3' O.G. INTO 3"x0.131" NAILS o b" O.G. 4 SHEATHING RIM TO DOUBLE TOP PLATE FASTEN SHEATHING TO EA. BLOCK w/ (5) FASTEN SOLE PLATE OF 2x WALL BOLTS o 6-D" MAX. PROVIDE (2)2x8 LEDGER FASTEN OUTER 514%. FA5TENIN6 ■ " " " " #8 SCREWS OR (5)2 Y2"x0.131" NAILS. " MIN. (2) PER PLATE AND MAX 12 PLY TO INNER PLY w/ 2 ROWS OF SOLE PLATE TO RIM w/ 2 x0.131 NAILS ®b O.G. 2 Yz x0.131 0 3 O.G. INTO SOLE TO BOND BM. w/Y2 DIA. ANCHOR �M � � a rn PLATE BOLTS o 4'-0" MAX. PROVIDE 3"x0.120" (MIN) NAILS o 16' o.G. c Ya" (MIN) 05B RIM BDARD I-JOISTSN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL o STAIRS OR (MAX) 5TA66ERED J FASTEN TO EA. I -JOIST o TOP I AlYe" (MIN) oSB RIM BOARD. I -JOISTS FROM EA END " 2 -STORY SPACE. INSIDE FACE N „ -PER PLAN FASTEN RIM TO EA. BLKG -PER PLAN / I -JOISTS t BOTTOM CHORD w/ (2) 3 Y4 x0.131 X � OF DRYWALL SHALL OVERHANG NAILS PANEL w/ (3)3 Y4"x0.131" NAILS FASTEN EXTERIOR 5HEATHIN6 MASONRY %". PROVIDE FURRING X -SEE PLAN a 2Y2"x0.131" o 3" O.G. INTO RIM MIN.el T TO 2x PLATE w/ 2Y2°x0.131" ON IN50E FACE OF MA50NRY TO JC BOARD 2 Y2"x0.131" 0 3" O.G. INTO RIM NAILS o 3" O.G. MATCH DRYWALL \ + m FASTEN RIM TO GMU BOND BOARD \_FA5TEN EVERY 055 BLOCKING TO WE FASTEN EVERY OTHER I -JOIST ( BEAM w/ 51MP50N HETA16 w/ B z FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAIb 8" GMU BOND BEAM w/ SEE UPLIFT CONNECTOR FASTEN RIMBOARD THRU 5HT6. EMBEDDED STRAP o 24" O.G. BLOCKING BOTH 51DE5) TO BOND BEAM BEAM w/ SIMPSON HETAIb " (1) #5 BARS DONT. SCHEDULE ON PLANS FOR TO ROOF TUR55 LEDGER w/ 2 U H/ (1) 5IMP50N HETAI6 (48" O.G. MAX) • EMBEDDED STRAP o 24" O.G. (48 O.G. MAX) " CONNECTOR SPECIFICATIONS ROW5 OF 3"X0.120" (MIN) NAILS w +'`r VERT WALL REINF. TO " " 8 GMU WALL �- o Ib" O.G. (MAX) STAGGERED U) m 3 EXTEND INTO BOND BEAM 8 GMU BOND BEAM VERT WALL REINF. TO (SEE PLANS) L E -8"CMU BOND BEAM W/ (1) #5 CONT. EXTEND INTO BOND BEAM W/ (1) #5 DONT. VERT WALL REINF. TO 8" GMU BOND BEAM _ `° m EXTEND INTO BOND BEAM W/ (1) #5 DONT. � 8 REINF. GMU WALL 8 REINF. GMU WALL m g -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS 4 HORZ. REINF. SPECS " N ti 8 REINF. GMU WALL -SEE PLAN FOR VERT. m c N d HORZ. REINF. SPECS N a @=6K_T5/1Rw 9LEFETS/_10�CTION 94r,"_ , 5EGT1 ON - �4 2x FASCIA -SEE ARCH SEE UPLIFT CONNECTOR 2x SHEAR WALL SCHEDULE ON PLANS FOR - SEE PLAN FOR CONNECTOR 5PEGIFIGATION5 SPECIFICATIONS. FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 34"X0,131" TOENAILS @3V.EUT�kP-W 3/ 3 Y4"x0.131" TOENAILS o 12" O.G. C0NNEGTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD 0 GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 CLIPS o 32" O.G. FASTEN BOTTOM OF 2x4 — BRACE TO DBL. TOP PLATE w/ (1) 51MP50N H25A d (2)3 Y4"x0.131" TOENAILS %ice III 2x4 BRACE w/2x4 T-BRAGE, SPACED o 4'-0" O.G. MAX. FASTEN 2x4 TO 'f' w/ 3 Y4"x0.131' NAILS o 12" O.G. 51 El ETt ILE4'=1'-0' L PROVIDE 2x4 BLOGKING 0 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BEThEEN TRUSS BOTTOM CHORDS FASTEN DRYWALL TO BLOCKING w/SCREW5 /NAIL5 o b" O.G. 2x4 GATS o Ib"O.G. M&K project number: FASTENED TO GABLE END FASTEN 5HEATHING TO 2x4 2x4 BLOGKING w/ project mgr S D I TR 155 w/ (2)3"x0.131" BLOGKING w/ 23/8"X0.113" (3)3 Y4"X0.13I' TOENAILS. PROVIDE (1) R5. NAILS o 4'OL. TOENAILS EACH END 51MP50N H3 CLIP 03/08/2017 JTS OVERHANGS > 12" 06/02/2017 JTS 12/11/2017 MK x x x� FASTEN ROOF 5HEATHING TO � RGA H FOR 1'-4" MAX 2'-0" MIN FASCIA WITH 23/8 X0.113" R.5. FIREPROOFING i (4) 3 Y4"x0.131" NAILS o b" O.G. ROOF SHTG � NAILS GABLE END VERTICAL WEB SHALL BE 0 2 REINFORGIN6 AS REGIURIED CONT. 240 IN BY TRU55 MANUF. I ONTO RODE 11 W �4 2x FASCIA -SEE ARCH SEE UPLIFT CONNECTOR 2x SHEAR WALL SCHEDULE ON PLANS FOR - SEE PLAN FOR CONNECTOR 5PEGIFIGATION5 SPECIFICATIONS. FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 34"X0,131" TOENAILS @3V.EUT�kP-W 3/ 3 Y4"x0.131" TOENAILS o 12" O.G. C0NNEGTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD 0 GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 CLIPS o 32" O.G. FASTEN BOTTOM OF 2x4 — BRACE TO DBL. TOP PLATE w/ (1) 51MP50N H25A d (2)3 Y4"x0.131" TOENAILS %ice III 2x4 BRACE w/2x4 T-BRAGE, SPACED o 4'-0" O.G. MAX. FASTEN 2x4 TO 'f' w/ 3 Y4"x0.131' NAILS o 12" O.G. 51 El ETt ILE4'=1'-0' L PROVIDE 2x4 BLOGKING 0 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BEThEEN TRUSS BOTTOM CHORDS FASTEN DRYWALL TO BLOCKING w/SCREW5 /NAIL5 o b" O.G. ONG J Vm V FO ��- C �\ ti P P`l� LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. J HJ W L" �O 0 w Z N O � Z LL [L 0 SD292 11 0 M&K project number: 181-16006 project mgr S D I drawn by: JTS issue date: 10-2 S-1 6 REVISIONS: date: inigal� 03/08/2017 JTS 06/02/2017 JTS 12/11/2017 MK 03/09/2018 JTS CD N W =J Z> 0 2 W ONG J Vm V FO ��- C �\ ti P P`l� LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. J HJ W L" �O 0 w Z N O � Z LL [L 0 SD292 11 0