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3621 Copeland Dr
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3621 Copeland Dr
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Last modified
2/24/2025 11:00:40 AM
Creation date
2/19/2025 8:13:57 AM
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Building Plans
Street #
3621
Location
Copeland Dr
Contractor
Stine Construction
Building Plans - Permit #
16516
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TYP. <br />METAL DECKING <br />(SEE PLANS) —� <br />L3 X 3 X 1/4 5TL. ANGLE GOP <br />DECK SUPPORT ANGLE W/ 3/, <br />A507 HOOKED A.B. @ 52" Ox <br />W' EMBED) <br />1-0 <br />061600.E <br />TOP OF WALL <br />g'-O <br />10" (20 &A) MTL. 5TUD5 <br />16" O.G. <br />3 5/5" (20 GA.) MTL. 57UPS <br />16, O.G. <br />Og21OO.A (TYP.) <br />072500.15 <br />1/2" = 1'-0" <br />NOTE: <br />- TO BE USED AT GL05ETS IN ROOMS III 8 112. <br />042200.5, GROUTED W/ <br />(1) #5 CONT. <br />042200.A <br />TOP OF BEAM <br />STEP A5 REOV. <br />033000.0 <br />(SEE STRUCTURAL) <br />GRADE A706 WELDABLE <br />REBAR DOWELS TO STEEL <br />BEAM <br />T.O. BEAM <br />CONT. L3X3X1/4 <br />WELDED TO <br />SUPPORTER <br />051223.0 (TYP.) <br />21/2"� <br />N.T.S. <br />NO. COLUMNS <br />�21/2" <br />f�-�Ii�AI A <br />- SEE <br />SCHEDULE <br />ELEVATION SEOfiION E3 <br />NOTE: <br />I. EMBED IN CONCRETE. <br />2. SEE PLATE 51ZE FOR MIN. DEPTH GONG. <br />INCREASE TIE BEAM DEPTH AS REQUIRED <br />TO ACCOMMODATE FULL PLATE DEPTH. <br />PROVIDE 24" MIN. LENGTH. <br />I/8 I" I" RET T$B TYP. <br />I/4 <br />3/4" DIA. 3/4" DIA. FRAMING BOLTS IN HORIZ. LONG <br />WELDED HEADED 1/2" SLOTTED HOLES. FINGER -TIGHTEN TO ALLOW <br />STUDS - WELD W/ FOR MOVEMENT <br />STUD GUN -- <br />Ck <br />/ <br />w <br />Q 1/5" X I" FLAT <br />> BAR TO MATCH <br />PL WIDTH. WELD <br />TO EACH ROW <br />OF STUDS. <br />t <br />1/4 <br />IMPORTANT: DO NOT WELD BEAM TO <br />SEAT, GREASE BETWEEN ANGLE & <br />BOT. FLANGE <br />L4x4x3/5 ERECTION SEAT -FIELD <br />LOCATE <br />EMBED PLATE 50HEDULE <br />-RAI <br />MAX CT. <br />FRAMING ANGLES <br />NO. BOLTS <br />BOLT TYPE <br />PLATE X W xID) <br />OF HEAR STUD <br />LENUDH <br />MIN.D15EDGE <br />GOLUM0 <br />ROWS <br />TOTAL <br />WS <br />2qK <br />(2) L4x4x3/5x&" <br />2 @ 3" O.G. <br />A325-N <br />1/2xlOxl'-I" <br />2 @ 6" O.G. <br />2 @ 5" O.G. <br />4 <br />5" <br />2-1/2'' <br />WIO <br />30K <br />(2) L4x4x3/8x6" <br />2 ® 3" O.G. <br />A325-N <br />1/2x10xl'-4" <br />2 @ 6" O.G. <br />3 @ 5" O.G. <br />6 <br />5" <br />2-1/2" <br />W12 <br />52K <br />(2) L443/5x,1" <br />3 @ 3" O.G. <br />A325-N <br />I/2xl4xl'-6" <br />3 © 5" O.G. <br />3 @ 5" O.G. <br />q <br />5" <br />2-1/2" <br />W14 <br />55K <br />(2) L4x4x3/5x,1" <br />3 @ 3" O.G. <br />A325-N <br />I/2x14x1'-7" <br />3 @ 5" O.G. <br />3 @ 5" O G <br />q <br />5" <br />2-1/2" <br />WI6 <br />74K <br />(2) L4x4x3/bxl2" <br />4 @ 3" O.G. <br />A325-N <br />I/2xl4xl'-10" <br />3 @ 5" O.G. <br />4 @ 5" O.G. <br />12 <br />5" <br />2-1/2" <br />1 I/2"=1'-0" <br />050513.D (TYP.) <br />&ALV. H55 <br />6X2X3/16 <br />051223.0 <br />BOTTOM OF <br />q'-8 <br />T.O. BEAM <br />(5) 5i <br />CENTE' <br />PERIMETEF <br />TYP. (#10) &A. TES <br />O.G. OR WELD THE <br />AT 6" O.G. MAX. <br />FILLER 5HEET WHERE DE <br />TERMINATE AT PERIMETE <br />12" 2" <br />(TYP.) <br />-1/21I= 11_01I <br />N <br />DIV15ION 3 - CONCRETE <br />052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL <br />NOTES FOR LAP SPLICE INFO) <br />052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) <br />035000 .A CONCRETE FLOOR SLAB <br />.B CONCRETE FOOTING <br />.0 CAST -IN -PLACE CONCRETE BEAM <br />.D GA5T-IN-PLACE CONCRETE COLUMN <br />054100 .A PRE-GA57 CONCRETE LINTEL (5" MIN. BRO.) <br />054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL <br />036200 .A 1-1/2" HIGH 5TREN6TH NON -SHRINK GROUT (U.N.O.) <br />DIVISION 4 - MA50NRY <br />040516 A GROUT <br />040513 A MORTAR <br />0405lq A LADDER TYPE MA50NRY REINFORCEMENT <br />W/ ADJUSTABLE BRICK TIE (,16A. MIN.) <br />040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN6 <br />.B WEEP HOLES @ 16" O.G. <br />G 1/2" F-XPAN51ON JOINT MATERIAL I$ SEALANT <br />042200 .A S" CONCRETE MASONRY UNIT (U.N.0) <br />B b" CONCRETE KNOCK -OUT BLOCK (U.N.O.) <br />DIV15ION 5 - METALS <br />050515 A GALVANIZED STEEL ANGLE <br />B 6ALVANIZED STEEL PLATE <br />.G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) <br />.D 6ALVANIZED TUBE STEEL <br />.E MISCELLANEOUS STEEL (GALVANIZED) <br />050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS <br />.B 6ALVANIZED ANCHOR BOLT5/7HRU BOLTS <br />W/ WA5HER5 <br />.G 5TAINLF-55 STEEL LAG 5GREW <br />051225 A STEEL COLUMN (SEE FRAMING PLAN) <br />.B STEEL TUBING (SEE FRAMING PLAN) <br />.0 STEEL BEAM (SEE FRAMING PLANS) <br />053000 .A METAL DECKING (5EE FRAMING FLOOR PLANS) <br />DIVISION 6 - WOOD, PLASTICS I$ COMPOSITES <br />^T=^ 060523 D I/2" 0 ANCHOR BOLT @ 32" O G MAX <br />DBL. ANGLE <br />'LICE A5 REO'D. <br />W/ 6" MIN. EMBEDMENT <br />E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT <br />061000 <br />.A IX PRE55URE TREATED WOOD <br />B 2X PRESSURE TREATED WOOD <br />061600 <br />.A 1/2" COX PLYWOOD <br />.B 5/4" MARINE GRADE PLYWOOD <br />064100 <br />.A CUSTOM WOOD CABINETS <br />064211 <br />A PLASTIC LAMINATE FACED AD. PLANKS <br />DIVISION 7 - THERMAL $ MOISTURE PROTECTION <br />011300 <br />A W.R. &RAGE ICE I$ WATER SHIELD <br />.B W.R. &RAGE DERMA BARRIER MEMBRANE <br />011400 <br />.A BITUMA5TIC WATERPROOFING - <br />(50NNEBORN HLM5000) <br />011700 <br />A VOLTEX BENTONITE &EOTEXTILE WATERPROOFING <br />012115 <br />A 5/4" RIC71D INSULATION $ VAPOR BARRIER <br />012116 <br />A 3 1/2" BATT INSULATION (R-II) <br />B 6" BATT INSULATION (R-Iq) <br />012126 <br />A WATER BLOWN FOAM INSULATION (R-35) <br />W/ THERMAL BARRIER AS REO'D. <br />.B GORE -FILL 500 GMU FOAM INSULATION (R-14) <br />072500 <br />.A W.R. &RAGE DERMA BARRIER FLASHING <br />.B 10 MIL. CLASS "A" 5TE670 WRAP VAPOR RETARDER <br />.G 30# FELT <br />014213 <br />A FLAT SEAM METAL WALL PANEL SYSTEM <br />015200 <br />.A MODIFIED BITUMEN ROOFING (51PLA57) <br />.B 51PLA5T PARADIENE 20 T5/30 T6 <br />ROOF MEMBRANE. TORCH I PLY PARADIENE <br />20 T6, THEN TORCH A FIN15H PLY OF PARADIENE <br />30FRT6. ALL VERT. FLA5HIN65 SHALL <br />BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN& <br />G NON-COMBUSTIBLE CANT STRIP <br />.D PARAPRO 123 FLASHING SYSTEM <br />016200 <br />.A 2 PIECE PRE PTO. ALUM. FLASHING <br />.B PRE PTD. ALUM. FLA5HIN6 <br />.G PRE PTO. ALUM. DRIP EDGE <br />.D PRE PTO. ALUM. TRIM <br />.E PRE -PAINTED ALUM. GAP FLASHIN6 <br />F ALUM. WATER TIGHT UMBRELLA <br />016500 <br />.A 4" VYGOR PLUS SELF -ADHERED FLASHING <br />017113 <br />A PRE -PAINTED ALUM. COPING ASSEMBLY <br />017213 <br />A PRE -FABRICATED ALUM. HVAG CURB <br />011100 <br />A 51LICONE SEALANT/CAULKING <br />1 BACKER ROD (POW 110) <br />B COMPRESSIBLE FILLER $ SEALANT <br />DIVISION 5 - OPENIN65 <br />081113 <br />A HOLLOW METAL DOOR FRAME <br />B HOLLOW METAL DOOR <br />051400 <br />.A WOOD DOOR (SEE DOOR SCHEDULE) <br />084313 <br />A ALUMINUM STOREFRONT <br />B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER <br />.0 ALUMINUM STOREFRONT DOOR <br />054415 <br />A ALUMINUM CURTAIN WALL <br />051100 <br />.A ALUMINUM THRESHOLD <br />055100 <br />.A 1/4" MIN. TEMPERED 6LA55 <br />.B 1/4" MIN. SPANDREL 6LA55 <br />DIVISION 1 - FINISHES <br />012215 <br />A METAL FURRING s LATHING 5Y5TEM <br />.B 1/8" HAT CHANNEL @ 24" O.G. (MAX.) <br />K5 AT <br />0012216 <br />A MTL. 5TUD5 @ 24" O.G. (SEE PLANS FOR SIZE) <br />5 BTWN SUPPORTS. <br />.B 2 1/2" MTL. STUD TRACK <br />0g2236 <br />.A ZING COATED METAL LATH <br />012425 <br />.A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. <br />.B STUCCO REVEAL (FRY RE6LET) <br />.G J-STOP (FRY RE&LET JPM 625) <br />.D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. <br />012513 <br />A DUR-ROCK <br />012516 <br />A 5/5" DENS-6LA5 &OLD (GEOR&IA PACIFIC) <br />.B 5/5" DEN5-5HIELD (6EOR&IA PACIFIC) <br />.G 5/5" DEN5-DECK (&EORGIA PACIFIC) <br />Og2500 <br />.A GYPSUM WALLBOARD (SEE WALL TYPES) <br />.B 5/8" TYPE 'X' GYPSUM WALLBOARD <br />.0 FRY-RE&LET (DRM 625-625) <br />.D FRY-RE&LET <br />0115123 <br />A ACOUSTICAL CEILING TILE <br />016513 <br />A VINYL OR RUBBER BASE <br />016500 <br />.A CARPET <br />DIV15ION 10 - SPECIALTIES <br />5 <br />01400 <br />102816 <br />A ME <br />MIRROR <br />.A MIRROR <br />1-1/2"=1'-0" <br />DIVISION 12 - FURNISHIN65 <br />VHEN DECK STARTER SHEET LOW LIP 15 WELDED TO PERIMETER A' <br />-0" O.G. STEEL FILLER SHEET 15 NOT REQUIRED. <br />125600 A 50LID 5URFAGING (GORIAN MIN. 1/2" THICK) <br />DIV15ION 26 - ELECTRICAL <br />265100 A INTERIOR LIGHTING FIXTURE <br />265600 .A EXTERIOR LIGHTING FIXTURE <br />DIVISION 31 - EARTHWORK <br />312323 .A GLEAN COMPACTED, TERMITE <br />TREATED FILL (TYP.) <br />DIV15ION 31 - EXTERIOR IMPROVEMENTS <br />321313 A CONCRETE WALK <br />0 revision by <br />A <br />A <br />0 <br />0 <br />0 <br />klar and klar <br />architects inc. <br />28473 u.s. 19 n. <br />clearwater, fl 33761 <br />LU <br />L <br />LL <br />UL <br />LU <br />American Institute of Architects <br />member firm <br />❑ Roberta S. Klar <br />® Steven L. Klar <br />AA 0002321 <br />❑ Preliminary <br />[g1 Permitting Set <br />® Construction Set <br />Date: <br />05.06.15 <br />Drawn: <br />SK/HE/KN <br />Sheet: <br />Of: <br />
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