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6860-6862 Medical View Ln
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6860-6862 Medical View Ln
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Last modified
2/24/2025 2:07:20 PM
Creation date
2/19/2025 8:36:26 AM
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Building Plans
Street #
6860-6862
Location
Medical View Ln
Contractor
Bandes Contractors
Building Plans - Permit #
4055
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It <br />TO WALL <br />WALL <br />�- 16'-0" <br />rh FIRST FLO <br />WALL SECTION <br />rn <br />T <br />00 <br />N <br />N <br />O <br />N <br />N <br />T <br />A A 7 <br />4 T.O. WALL <br />_16'_ of <br />jk� FIRST FLO <br />lu 0'-0" <br />WALL SECTION <br />1 " = 1 '-0" <br />WALL SECTION <br />1" = 1'-01, <br />WALL SEA; I IUN KEYNU I E5 <br />LANDSCAPING / FINISH GRADE ON COMPACTED EARTH, SLOPE AWAY FROM BUILDING - <br />295 REFER TO CIVIL DRAWINGS <br />311 1/2" THICK CONT. EXPANSION STRIP <br />331 REINFORCED CONCRETE SLAB ON GRADE - REFER TO STRUCT. <br />332 REINFORCED CONCRETE FOOTING - REFER TO STRUCT. <br />335 CONCRETE SIDEWALK/PAVING - REFER TO CIVIL DRAWINGS <br />421 REGULAR C.M.U. - REFER TO STRUCTURAL DRAWINGS <br />ARCHITECTURALLY EXPOSED, SANDED, PRIMED, & PAINTED, STRUCTURAL STEEL <br />511 FRAMING - REFER TO STRUCTURAL DRAWINGS AND FINISH PLANS. <br />512 CURTAIN WALL ANCHOR, DESIGNED BY CURTAIN WALL SUPPLIER <br />513 STRUCTURAL STEEL FRAMING - REFER TO STRUCTURAL DRAWINGS <br />514 STRUCTURAL STEEL ANGLE - REFER TO STRUCTURAL DRAWINGS <br />521 STRUCTURAL STEEL BAR JOIST - REFER TO STRUCTURAL DRAWINGS <br />531 STRUCTURAL STEEL DECK - REFER TO STRUCTURAL DRAWINGS <br />541 6" EXTERIOR COLD FORMED METAL FRAMING - REFER TO STRUCTURAL DRAWINGS AND <br />COLD FORMED METAL FRAMING NOTES <br />1" EXTERIOR COLD FORMED METAL Z-FURRING, MIN. 18 GA. - REFER TO STRUCTURAL <br />542 DRAWINGS AND COLD FORMED METAL FRAMING NOTES <br />543 1-1/2" EXTERIOR COLD FORMED METAL FRAMING - REFER TO STRUCTURAL DRAWINGS <br />AND COLD FORMED METAL FRAMING NOTES <br />O8" EXTERIOR COLD FORMED METAL FRAMING - REFER TO STRUCTURAL DRAWINGS AND <br />544 COLD FORMED METAL FRAMING NOTES <br />CONCRETE FILLED STEEL BOLLARD WITH ROUNDED CONCRETE CAP - REFER TO <br />551 STRUCTURAL DRAWINGS <br />571 BREAK METAL CORNER <br />611 3/4" F.R.T. EXTERIOR PLYWOOD SHEATHING <br />612 5/8" F.R.T. EXTERIOR PLYWOOD SHEATHING <br />613 EXTERIOR GRADE WOOD BLOCKING <br />614 1/2" DENSDECK PRIME SHEATHING, TYP. <br />615 5/8" FIBERGLASS FACED EXT. GYP. SHEATHING <br />711 DRY-LOK MOISTURE BARRIER ON MASONRY WALL SYSTEM <br />721 10 MIL UNDER -SLAB VAPOR RETARDER. STEGO-WRAP CLASS A OR EQUAL <br />722 FLUID -APPLIED WEATHER BARRIER (TYVEK WB+ OR EQ.) <br />723 RIGID ROOF INSULATION - R25 MINIMUM - SLOPE TO DRAIN - REFER TO ROOF PLAN <br />724 CORE -FILL 500 MASONRY FOAM INSULATION <br />725 1 1/2" RIGID INSULATION, FOAMULAR INSULPINK-Z, FULLY ENCAPSULATED <br />726 FIBERGLASS BATT INSULATION, R-19 <br />741 NICHIHA PANEL <br />742 METAL PANEL CLADDING, REFER TO FINISH LEGEND <br />743 A.C.M. PARAPET CAP. - PROVIDED AND INSTALLED BY HMA APPROVED ACM VENDOR <br />744 A.C.M. CEILING SYSTEM - PROVIDED AND INSTALL BY HMA APPROVED ACM VENDOR <br />745 STANDING SEAM METAL ROOF <br />751 TPO FULLY ADHERED MEMBRANE ROOFING - REFER TO SPEC. ON ROOF PLAN SHEET <br />TPO FULLY ADHERED MEMBRANE ON WALL. EXTEND UP OVER PARAPET - REFER TO <br />752 PARAPET CAP DETAILS <br />760 KYNAR FINISHED METAL FLASHING <br />KYNAR FINISHED METAL COPING WITH CONT. 24 GA. GALV. STEEL CLEAT (OMG <br />761 ROOFING PRODUCTS OR EQ.) <br />762 KYNAR FINISHED MASONRY METAL REGLET WITH REMOVABLE COUNTER FLASHING <br />791 BACKER ROD AND SEALANT <br />831 HOLLOW METAL DOOR - REFER TO DOOR SCHEDULE <br />841 STRUCTURAL GLAZED CURTAIN WALL SYSTEM - REFER TO GLAZING ELEVATIONS <br />842 ALUMINUM -FRAMED STOREFRONT SYSTEM - REFER TO GLAZING ELEVATIONS AND <br />DOOR SCHEDULE <br />843 FRAMELESS GLASS WALL OFFICE SYSTEM - REFER TO GLAZING ELEVATIONS <br />921 8" 20 GA METAL STUD FRAMING AT 16" O.C. <br />922 6" 20 GA METAL STUD FRAMING AT 16" O.C. <br />923 3-5/8" 20 GA METAL STUD FRAMING AT 16" O.C. <br />924 1-5/8" 20 GA METAL STUD FRAMING AT 16" O.C. <br />925 5/8" GYPSUM WALL BOARD (G.W.B.) <br />926 CORNER BEAD / J-TRIM <br />927 PORTLAND CEMENT PLASTER (ASTM C-926) <br />928 1-1/2" 20 GA METAL FURRING AT 24" O.C. <br />929 7/8" 20 GA METAL FURRING AT 16" O.C. <br />931 FINISH FLOOR - REFER TO FINISH PLAN <br />951 FINISH CEILING - REFER TO REFLECTED CEILING PLAN <br />1241 ENTRANCE FLOOR MAT WITH DRAIN PAN - REFER TO FINISH PLAN AND PLUMBING <br />1331 PRE-ENGINEERED METAL BUILDING FRAME <br />211 TRENCH DRAIN - REFER TO PLUMBING <br />21 KYNAR FINISHED GUTTER / DOWNSPOUT - REFER TO PLUMBING <br />121 COMPACTED STRUCTURAL FILL - REFER TO STRUCTURAL DRAWINGS AND GEOTECH <br />REPORT <br />REVIEWED FOR <br />CODE COMPLIANCE <br />UNIVERSAL ENGINEERING SCIENCES <br />THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF <br />SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, <br />COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT <br />WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC <br />PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. <br />FOR <br />CONSTRUCTION <br />ISSUE DATE: 01.24.2022 <br />1 <br />W <br />�0 a <br />Lu <br />W It <br />N <br />Z <br />� V Q `0 <br />_jM <br />J cy) <br />W V ULL <br />= Qo cl <br />W � <br />Lu N <br />Z 0000 °C <br />CG G (Duj <br />aG �W <br />� N <br />O <br />V <br />Z <br />.� O <br />L) <br />W° <br />o...4 _ <br />J <br />Q <br />W <br />1 <br />P�l <br />O <br />CONTRACT DATE: <br />Q j <br />oZ <br />W z0qq>_ <br />? F <br />c� a <br />ZZ <br />cc Z <br />w CD <br />>N <br />Ljw <br />o❑ <br />O <br />0 <br />v <br />Q <br />a <br />o <br />z <br />w <br />W <br />Z <br />w <br />U <br />J <br />06 <br />co <br />Lo <br />0 <br />0 <br />0 <br />� <br />o <br />C <br />o <br />•� <br />z <br />Q <br />i <br />� <br />a <br />J <br />A♦ <br />W• <br />J <br />co <br />co <br />�_ <br />rn <br />• <br />= <br />N <br />J <br />W <br />Q <br />ui.o <br />� <br />r <br />V <br />mo:/ <br />Q <br />co\qw <br />WALL SECTIONS <br />DESIGNED BY: DJR <br />DRAWN BY: DJR <br />CHECKED BY: DJR <br />JOB NO. <br />2021-18 <br />SHEET NO. <br />A551 <br />
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