6715 HIGHLAND DR 2025-09-30 - Laserfiche WebLink

GUT 1111,001 OVERHANG TO EXTEND TO MORE THAN 18'INTO 5'SIDE 5ETBACK E RES5IDE1DE NCE MARCORP D E 5 1 G IN G R O U P CONTRACTOR VERIFY(C)OR IN5TALL (N)51MP5ON'DTTIZ'ANCHORS. EX15TING RE51DCNCE (E)FIT 2x6 LEDGERTO REMAIN 5 TOTAL OF(4) CONTRACTOR VERIFY(E)OR INSTALL 701 6609422 D2 IN)3-5/8"LEDGER-LOK'5CREW5 mark@marcorpdesign.com AT 8'oc,(2 PER BAY FOR I 6'oc JOISTS) I'-9' 3-3' 36'-8' I'-8' (E)STAIRS (N)ROOF BEAM TO REMAIN PCR PLAN (N)P/T ROO n POST5 PER PLAN IN)PR KNEE 5RACE5 (N)PERIMETER Q' PER PLAN 36'HIGH GUARDRAILS W 51DE-MOUNTED P05T5 (N)PR 4z6 HPN2 ROOF PO5T5 (C)PIT 2z6 JOISTS 16'x TO REMAIN, ON CONTRACTOR VERIFY(C)OR PROVIDE(N) (Q 5TAIR5 vA I Bk 18'CONE.POUND., 5 IMP50N'LU526Z'HANGERS EACH END DN TOTAL OF(3) TO BE RELOCATED PLAN LOCATE(N)ROOF P05T5 - 2 5'SIDE SETBACK _ i° 6 _ (E)P/f(2)4x6 DECK Co BEHIND 5'SIDE SETBACK r x D2 D2 I 1 BEAM TO REMAIN (E)P/T 4x4 DOCK END P05T5 (E)5TAI L__J - -—-—- -------- KBJ}.� + - —-—-—- ---- '- ' -- x48'x 8'CONC.FOUND. i 5TRINGER5 TO BE SHIFTED 7 .. -_- - -—- - - -— - -—- —- - -—-— TO REMAIN,TOTAL OF(2) -—-—- — — —. —.— —-— —_— ___—_ ro (N)P/T KNEE BRACES (C)PR DECK PO5T5 D2 KB - - _ PER PLAN - TO REMAIN a a CUT(E)PR 4x8 DECK P05T BOTTOM 6'-T I'-O' 3' 1 1' 4'-I I' 4'-I0' 4'-10' 4'-8' 4 8' 1'-3 (E)P/T 4x8 DECK END P05T ABOVE IN)GRADE LEVEL i PROVIDE(N)10. w/10'DIAM CONC.50NOTUBE —III— REMAIN- DIAM CONE.50NOTUBE FOUND. 8 2' 36'-8' FOUND.TO REMAIN - —I (E)DECK P05T FOUND._ _ (N)ROOF POST _(E)FIT DECK BEAM- III III TO REMAIN- 1 � D �� I I I—III— TO REMAIN-IIIIII (N)DECK P05T FOUND.III— III—III—III—III—III—III—III—III— FOUNDATIONS PER PLAN II III—III—III—III—III —III—III—III-PER PUW-III—I I—III—III—III—III—III—III—III—III—III—II IN)12'-HIGH BLOCK RETAINING IN)GRADE LEVEL (E)GRADE LEVEL WALL BTW HOU5E 4 PROP.LINE R)P/T 4x6 DECK MID PO5T5 IN)PERIMETER 36'HIGH GUARDRAIL5 (E)FIT 4x4 DECK MID P05T5 �)WOOOD FENCE TO REMAIN,PROVIDE IN)14'-DIAM 4 51DE-MOUNTED P05T5 AND TO REMAIN,PROVIDE(N)14'-DIAM (N)12'-HIGH BLOCK RETAINING WALL IN)FOUND.AT(E)PO5T PER PLAN CONC.5ONOTUBC FOUND.. CABLE RAILING.5EC DETAIL I/D2 CONC.50NOTUBE FOUND.. AT PROP.LINE BTW HOU5E!PROP.LINE IN)FIT 4x4 HF/2 KNEE BRACE AT TOTAL OF(4) TOTAL OP(2) EA5T DECK SIDE TO BE MAX 40' (C)P05T.TOTAL OF(2) A50VE THE PROP05ED GRADE LEVEL EXISTING DECK FOUNDATION FRAMING UPGRADE PLAN PROPOSED DECK FRONT ELEVATION N M � y C EO u 0 U) a U (E)DECK ROOF A55EM5LY TO REMAIN 4 EX15TING RESIDENCE EXISTING (E)ROOF LEDGER TO REMAIN, RESIDENCE CUT(E)ROOF OVERHANG TO D2 CONTRACTOR VERIFY ATTACHMENT TO WALL TO BE 2,1)2. EXTEND NOT MORE THAN 18' U 0 N MIN.(1)3-5/8"LODGER-LOK'5CRCW AT I G'x �� INTO 5'51DE 5CTBACK w v 00 I'-0' 39'-I I' I'-O' z Q W QQ IN S i (E)2.6 OF RAFTER5 @24'oc TO REMAIN PER PLAN BEAM \Q '0 CUT(E)ROOF OVERHANG TO EXTEND NOTj O MORE THAN 18'INTO 5'51DE 5ETBACK R (N)PIT ROOF a O '0 W N g (p ip P05T5 PER PLAN 3 (N)PR 4x6 HFk2 ROOF P05T5 5'SIDE SETBACK � D2 _ (N)3-1/2'x 10-1/2.24F-V4 418'x 18'CO NC.FOUND., � - - GLULAM ROOF SCAM — T OF 3 — — — -xKB `�-- - .— — (N)PERIMETER 36'HIGH GUARDRAILS vA 51DE-MOUNTED POSTS IN)FIT 4x4 HFR2 KNEE BRACE —.—.—. --.— — 2Z) AT P05T.TOTAL OF(2) O` 20'-O' D2 19'-I I' - I'- (C)WOOOD PENCE �— AT PROF.LINE (E)ROOF BEAM i POSTS CUT(E)ROOF OVERHANG TO (E)WOOOD FENCE __b xx TO BE REMOVED EXTEND NOT MORE THAN 18' AT PROP LINE INTO 5'51DE SETBACK III III III III _ III- U (E)5TAIR5 TO BE RELOCATE I— I—I IEEHIND IN)F-05 —III— —I I I_(N)12".HIGH-BLOCK- -RETAINING WALL BTW III =1 =1 I I —I IHi U5CI 4 PROF.I LINE_ 1 1- (N)ROOF P05T EXISTING DECK ROOF REMODEL FRAMING PLAN FOUNDATION5 PER PLAN PROPOSED DECK SIDE ELEVATION 1/4" = 1'-0" TYPICAL DECK FRAMING NOTE5: ALL WORK TO CONFORM TO CURRENT BUILDING CODE:IKC-2021 ALL P05T5 TO BE 4x4'FKE55UKE TREATED'HEM-FIR d2 UNLE55 NOTED DATE 7/19/2024 OTHERWI5E. 5PAN5 ENGINEERED FOR:60 L55 LIVE LOAD,10 L55 DEAD LOAD. FASTENER NOTES: SCALE As Noted TYPICAL SOIL BEARING CAPACITY-1500 P5F(A55UMED). IRC 319.3 FA5TENER5 FOR PRE55URE TREATED PRE5ERVATIVC CONTRACTOR TO INSTALL FOOTINGS ON FIRM NATIVE 501L AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED OR THOROUGHLY COMPACTED STRUCTURAL FILL A5 REQ'D. GALVANIZED 5TEEL,5TAINLE55 STEEL,51LICON BRONZE OR COPPER. SHEET SIZE 24"X 36" ALL FRAMING MEMBER5 TO BE'PRE55URE TREATED'HEM-FIR 92 ALL STRUCTURAL CONNECTOR HARDWARE 5HALL BE Z-MAX COATED OR BETTER UNLE55 NOTED OTERWI5E ON PLANS. "51MP5ON 5TRONG-TIE'OR APPROVED EQUIVALENT. FXP05ED GLULAM 5EAM55HALL BE TREATED'HI-CLEAR'GRADE 24F-V4 'LEDGER-LOK'5CREW54'THRU-LOK BOLT55HALL BE I145TALLED PER DECK PLANS, FOR 5TANDARD D BEAM5,AND GRADE 24F-V8 FOR BEAM5 MARKED MANUFACTURER'5 TECHNICAL BULETIN5 AND ICC E5R REPORT 51076.[CANTI ELEVATIONS ENGINEERING NOTE: EXP05ED PARAUAM BEAM5/COLUMN5 5HALL BE'WOLMANIZED'P5L-PLU5. PLAN5 4 DETAILS 5HOWN HAVE BEEN DESIGNED t ENGINEERED FOR TH15 SPECIFIC PROJECT.CONTACTOR 5HALL CONTACT ENGINEER IF 51TC CONDTTION5 DIFFER OR PROVIDE WATERPROOF FLASHING FOR ALL FXF05ED UNTREATED ROOF BEAM 5UB5TITUTION5 ARE REQUC5TED.ALL WORK 5HALL BE I1,15PECTED BY BUILDING SHEET EDGE5. OFFICIAL. D1