6715 HIGHLAND DR 2024 Plans 2025-09-30

CUT(E)ROOP DOVERHSETANG TO EXTEND TO MEORE THAN 18"INTO 5'SIBACK _ --- -_ __- EXISTIN -- IMARCORP "- '- - - RESIDENCE D E 5 I G N G R 0 U P CONTRACTOR VERIFY(E)OR INSTALL ^� (N)51MP50N'DTT I Z"ANCHORS, EXISTING RESIDENCE (C)P/T 2x6 LEDGER TO REMAIN _ 5 TOTAL OF(4) FCOITRACTOR VERIFY 11)OR INSTALL D2 (N)3-5/8"'LEDGER-LOW SCREWS - - - ---- ATa"oc,(2 PER BAY FOR 16"oc JOISTS) _ rnark@marcorpdesign.com I'-9' 3'-3" 311.1. I'-8• R)STAIRS (N)ROOF SCAM _ TO REMAIN P[R PLAN _ (N)PR ROOFTw i F05T5 P[R PLAN N)PR KNEE BRAQS (N)PERIMETER P[R PLAN 36"HIGH GUARDRAILS 50(E)PR 2x6 JOISTS IN 16'oc TO REMAIN, (N)PR 4x4 HF82 ROOF POSTS DN w/51DE-MOUNTED POSTS CONTRACTOR VERIFY PROVIDE(N) w/144 DAM CONC.50NOTUBE FOUND., (E)STAIRS 91MP50N"LU52GZ'HANGERS EACH END TOTAL OF(6) TO BE RELOCATED TN DN m m 6 5'SIDE SETBACK PER PLAN LOCATE(N)ROOF POSTS _ (E)PR(2)4x6 DECK io BEHIND 5'51DE SETBACK D2 BEAM TO REMAIN \ \ ®,l______ _ (�) (®� �� I (E)PR 4x4 DECK END POSTS ([)STAIRS -—_ _ _ KB 8"CONC,FOUND. - - -— — —- -— -— —-— — —- TO REMAIN,TOTAL OF(2) STRINGERS TO BE SHIFTED _ -- -—- —- —-— —-— —-— ----- 6 (N)PR KNEE BRACES (E)PR DICK P05T5--- -I I I- KB - _ b PER PLAN TO REMAIN . CUT(E)PR 40 DECK P05T BOTTOM 0-7- 1'-D' 3'-I I- 4'-I I' 4'-10' 4'-I0' 4'-8' 4'-8"vl I'-3 (C)PR 4x8 DECK END POST - 11 _ -(U STAIRS(— ABOVE(N)GRADE LEVEL*PROVIDE(N)10' 2" Q 10'DIAM CONC.50NOTUBE t— •'+. .III -• —III—• III—III-----(C)DECK POST FOUND._ REMAIN- DIAM CONC.50NOTUBE POUND. 8 36'-8' FOUND.TO REMAIN - _ D —(N)ROOF P09T III III III—III—I I I -R)PR DECK BEAM-I I I —III—III—III—III—III—III—III-TO REMAIN-III—III—III— D FOUNDATIONS PER PLAN -TO REMAIN-III-- (N)DOCK POST FOUND. I I- - —: ��—� ��—� ��—��—�� III—III— ��— � lER PLAN_III—III—��— ��—��—��—III—III—��1—�1 1—� —1 (N)12'-HIGH BLOCK RETAINING (N)GRAD[L[V[L (E)GRAD[LEVEL WALL BTW HOUSE 4 PROP.LINE (C)PR 4x6 DECK MID POSTS (N)PERIMETER 36'HIGH GUARDRAILS (E)PR 4x4 DECK MID POSTS (E)WOOOD FENCE TO REMAIN". IN)14°-DIAM w/SIDE-MOUNTED POSTS AND TO REMAIN,PROVIDE IN)14'-DIAM (N)12"-HIGH BLOCK RETAINING WALL (N)FOUND.AT(E)P05T PER PLAN CONC.50NOTUBE FOUND., CABLE RAILING,SEE DETAIL I/D2 CONC.50NOTUBe FOUND., AT PROP.UNE BTW HOUSE 1 PROP.LINE (N)PR 4x4 HFN2 KNEE BRACE AT TOTAL OF(4) TOTAL OF(2) EAST DECK SIDE TO Be MAX 40" (E)POST,TOTAL OF(2) ABOVE THE PROPOSED GRADE LEVEL EXISTING DECK FOUNDATION FRAMING UPGRADE PLAN PROPOSED DECK FRONT ELEVATION 1/4" = P-0" 1/4" = P-0" N 0 N M C N C � (n a (E)DECK ROOF ASSEMBLY TO REMAIN 4 EXISTING RESIDENCE EXISTING (E)ROOFDGER TO REMAIN, RESIDENCE _ CUT(C)ROOF OVERHANG TO D2 CONTRACTO(ER VERIFY ATTACHMENT TO WALL TO BE __-_ 2"/12" / [Xf[ND NOT MORE THAN MIN.(1)3-5/8""LEDGER-LOK"SCREW AT 16"oc �� /,// INTO 5'SIDE SETBACK 1= CN 39'- I'-0" LLI -7 CN i (E)2x6 ROOF RAFTERS @24"ac TO REMAIN (N)ROOP BEAM V Y 2: (N)FR 4x4 HFk2 ROOF POSTS N CUT(E)ROOF OVERHANG TO EXTEND NOT _ P[R PLAN ,� w/14"DIAM CONE.50NOTUBE FOUND., a/1 x� MORE THAN 18"INTO 5'SIDE SETBACK b --.j� (N)PR ROOF - O W 3 TOTAL OF(6) (N)4x6 HFM2 5'SIDE SETBACK - POSTS PER PLAN Z D2 ROOF BEAM m _--__—_ —_— _ Co - - (N)PERIMETER 36"HIGH GDARDRA115 -- — — — — -- w/51DE-MOUNTED P05T5 (N)PR 4x4 HFk2 KNEE BRACE -- ---—-— -- ---- z ----- -—-—-—- -- --- --- - - b AT P05T.TOTAL OF(2) 7'— ——— — 8'-V v, L. ..-... -II' 7'-II" 7'-II" - 41'•I I' - p xs� _ o U o in 2 (E)WOOOD FENCE AT PROP.UNE b (E)ROOF BEAM 4 POSTS (E)WOOOD PCNCC TO BE REMOVED GUT ND ROOF OVERHANG TO AT PROP UNE EXTEND NOT MORE THAN 18" III—III—III— —III—INTO V 51DE SETBACK (q STAIRS TO BE RELOCATED-- II ,l III— (N)12"-FIIGH-BLOCK- III— EEHIND(N)POST— —III- -III-RETAINING WALL BTWL. III-III-III III-III-III III- HOUSE I RQPI UNE. (N)ROOF POST EXISTING DECK ROOF REMODEL FRAMING PLAN FOUNDATIONS PER PLAN PROPOSED DECK SIDE ELEVATION 1/4" = I'-0" TYPICAL DECK FRAMING NOTE5: ALL WORK TO CONFORM TO CURRENT BUILDING CODE:RC-2021 ALL POSTS TO BE 4x4'PRESSURE TREATED'HEM-FIR N2 UNLE55 NOTED DATE 3/15/2024 OTHERWI5C. 5PAN5 ENGINEERED FOR:60 LES LIVE LOAD,10 L55 DEAD LOAD. FASTENER NOTES: SCALE As Noted TYPICAL SOIL BEARING CAPACITY-1500 P5F(ASSUMED). IRC 319.3 FA5TENER5 FOR PRE55URE TREATED PRESERVATIVE CONTRACTOR TO INSTALL FOOTINGS ON FIRM NATIVE 501L AND FIRE RETARDANT TREATED WOOD SHALL BE NOT DIPPED OR THOROUGHLY COMPACTED STRUCTURAL FILL AS REQ'D. GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER. SHEET SIZE 24"x 36" ALL FRAMING MEMBERS TO BE-PRESSURE TREATED'HEM-FIR N2 ALL STRUCTURAL CONNECTOR HARDWARE SHALL BE Z-MAX COATED OR BETTER UNLE55 NOTED OTERWI5E ON PLANS. "SIMPSON STRONG-TIE'OR APPROVED EQUIVALENT. EXP05ED GLULAM BEAMS SHALL BE TREATED'HICLCAR'GRADE 24F-V4 'LEDGER-LOK"SCREWS 4'THRU-LOK'BOLTS SHALL BE INSTALLED PER DECK PLANS, FOR STANDARD BEAMS,AND GRADE 24F-V8 FOR BEAMS MARKED MANUFACTURER'S TECHNICAL 5ULETIN5 AND ICC E5R REPORT N 1078. ELEVATIONS [CANTILEVERED]. ENGINEERING NOTE: EXPOSED PARALLAM BEAM5/COLUMNS SHALL BE'WOLMANIZED'PSL-PLUS. PLAN5 4 DETAILS SHOWN HAVE BEEN DF51GNED 4 ENGINEERED FOR THIS SPECIFIC PROJECT.CONTACTOR SHALL CONTACT ENGINEER IF SITE CONDITIONS DIFFER OR PROVIDE WATERPROOF FLASHING FOR ALL EXPOSED UNTREATED ROOF SCAM SUBSTITUTIONS ARE REQUESTED.ALL WORK SHALL BE INSPECTED BY BUILDING EDGES. OFFICIAL. SHEET D1