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6715 HIGHLAND DR 2025-09-30
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6715 HIGHLAND DR 2025-09-30
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Last modified
9/30/2025 9:13:19 AM
Creation date
9/16/2025 11:08:17 AM
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Address Document
Street Name
HIGHLAND DR
Street Number
6715
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MARCORP <br /> D E 5 I G N G R O U P <br /> 701 660 9422 <br /> mark@mareorpdesign.com <br /> (N)2.BLOCKING AT(N)BEAM (E)ROOFING AND SHEATHING <br /> BETWEEN(E)RAFTERS TO REMAIN <br /> MOUNTING BRACKET <br /> BY OTHERS <br /> PR POST PER PLAN <br /> SIMPSON'ABU442'POST BPSE (E)ROOF RAFTERS �\�\ <br /> TO REMAIN <br /> (E)4xG DECK 5EAM5 "5/8'DIA x5'EMBED <br /> 55-WEDGE AN <br /> A A (N)51MP50N'H2.5'CLIP @48'oc <br /> (E)RAFTER TO(N)BEAM <br /> ALUMINUM P05T 1771, (N)ROOF BEAM PER PLAN <br /> B <br /> (4)-3/8'0 GALV OR 55 DECKING i 4S. <br /> LAG SCREW PILOT <br /> HO 15 MOUNTING BRACKET ` (N)SIM T EACH C42'POST CAP b i <br /> 4'MIN WITHI/4'PILOT HOLES By OTHERS LONG.SONOTVBE FOUNDATION - - AT EACH(N)ROOF POST <br /> AND 50AP THREAD5 W(4)04 VERT BAR5 N M <br /> ro <br /> a p <br /> MOUNTING (N)4x4 HF/2 KNEE BRACE <br /> BRACKET BY 4 I/2' DIAM. d <br /> B OTHER5A` <br /> PER PLAN (N)1/2k6'GALV.LAG SCREW N <br /> 5ECTION A-A 5ECTION B-B v4 PL WASHER. EMBED 3-I/2'MIN INTO P05T 7 O <br /> (N)PIT ROOF P05T PER PLAN AND COUNTERSINK TO KNEE-BRACE C N <br /> N Q <br /> � n <br /> 7 M N <br /> y C <br /> EO <br /> NEW GUARDRAIL POST ATTACHMENT DETAIL NEW DECK FLOOR POST FOUNDATION DETAIL NEW ROOF KNEE BRACE DETAIL y U <br /> r] 1 � ° o <br /> 1 (n a U <br /> 1 <br /> I 3/4" = I'-0" G 3/4" = I'-0" '� 3/4" = I'-0" <br /> E U oN <br /> c6 LLI c rn <br /> Z 6¢ <br /> a) Q = <br /> > <br /> o O I; <br /> z °LL' <br /> (E)LEDGER BOARD TO REAAIN <br /> (E)DECKING PLANKS TO REMAIN (E)DECK JOISTS TO REMAIN <br /> VERIFY(E)OR PROVIDE(N) EX15TING RESIDENCE VERIFY(E)OR PROVIDE(N) <br /> (E)2x WALL 5TUD9 FLASHING AND CAULKING 3-5/8"LEDGER-LOK'5CREW5 PER PLAN _ _ _ <br /> SIMPSON'ABVEMB POST BASE <br /> PR POST PER PLAN �5/8'DIA x5'EMBED m a <br /> (E)DECKING PLANKS TO REMAIN 55-WEDGE ANCHOR <br /> (E)ROOTING AND SHEATHING <br /> TO REMAIN 10'DIAM.CONCRETE PLINTH <br /> DOWEL INTO FOOTING <br /> w/(4)X4 VERT BARS <br /> Al (E)BEAM PER PLAN <br /> VERIFY(E)OR PROVIDE(N) b u <br /> LEDGER 5CREW5 PER PLAN (E)P/T DECK JOISTS <br /> VERIFY(E)HANGER5 PER PLAN CONCRETE FOOTING d <br /> FER FAN <br /> VERIFY(E)OR PROVIDE(N) (N)PIT 4x4 HF92 KNEE BRACE <br /> (E)ROOF RAFTERS TO REMAIN. SIMMON'DTT I T ANCHOR5 PER PLAN 0 - - 1) <br /> VERIFY(E)OR PROVIDE(N)'LRU2G' <br /> HANGER5 AT LEDGER - 5IMF50N'5DHW TIMBER SCREW. <br /> EMBED 3'TO HOUSE WALL SILL PLATE (N)1/2'x6'GALV.LAG 5CREW <br /> OR 2x WALL STUD W PL WA5HER EMBED 3-1/2'MIN INTO P05T (304 BAR5 EA WAY <br /> AND COUNTERSINK TO KNEE-BRACE (E)P/T DECK POST PER PLAN <br /> 512E PER PLAN <br /> NEW DECK ROOF POST DATE 7/19/2024 <br /> ROOF LEDGER CONNECTION DETAIL DECK LEDGER ATTACHMENT DETAIL NEW FLOOR KNEE BRACE DETAIL FOUNDATION DETAIL SCALE As Noted <br /> 3'/ = I'-0" '� 3/4" = I'-0" b 3/4" = I'-0" 3/4" = I'-0" SHEET SIZE 24"x36" <br /> 0 DECK DETAILS <br /> SHEET <br /> D2 <br />
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