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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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1 <br />G <br />V <br />102 <br />ME <br />a <br />6 <br />811 <br />1 1/2" = 1'-0" <br />#5 TIES @ 8" O.G. <br />#5 VERT. BARS <br />0 <br />1, <br />/2" = 1'-O" <br />:S ® 8" O.G. <br />:R7. BARS <br />143'-4" O.A. <br />8" <br />1/21I = 1'-011 <br />(2) #6 VERT. BARS <br />WALL FOOTING 5CHEDULE <br />MARK <br />LENC7TH <br />WIDTH <br />DEPTH <br />REINFORCING <br />EFI <br />CONT, <br />S" <br />8" <br />(1) #5 CONT. <br />WFI <br />CONT. <br />1'-5" <br />12" <br />(2) #5 GONT. <br />WF2 <br />GONT. <br />2'-0" <br />12" <br />(3) #5 GONT. $ #5 TRAN5VER5E @ 24" O.G. <br />WF3 I <br />GONT. <br />2-6" <br />12" <br />(3) #5 GONT. 4 #5 TRANSVERSE @ 24" O.G. <br />COLUMN FOOTING SCHEDULE <br />MARK <br />LENGTH <br />WIDTH <br />DEPTH <br />REINFORCING <br />FI <br />3'-0" <br />3'-O" <br />12" <br />(5) #5 EACH WAY <br />F2 <br />4'-0" <br />4'-0" <br />12" <br />(4) #5 EACH WAY <br />F3 <br />5'-L <br />5'-O" <br />12" <br />(5) #5 EACH WAY <br />F4 1 <br />2'-0" <br />2'-O" <br />12" <br />1 (2) #5 EACH WAY <br />COLUMN SCHEDULE <br />MARK <br />51ZENATERIAL <br />REINFORCING OR BASE PLATE 4 ANCHOR BOLTS <br />C I <br />AaX24 <br />5EE 4/A5.2 <br />G2 <br />WSX31 <br />5EE 6/A5.2 <br />C3 <br />5X16 GONG. BLK. <br />COL. <br />5EE 2/A5.0 <br />C4 <br />5"XW'XI6" GONG. <br />COL. ("L" SHAPED) <br />5EE 3/A5.0 <br />G5 <br />8X16 GONG. COL. <br />5EE 4/A5.0 <br />C6 <br />W12X40 <br />5EE 5/A5.2 <br />4A <br />TA5.1) <br />/*ELEV. -0'-0" <br />EFI (W/ 3/4" RECESSED INLAY) N <br />I <br />I d. <br />M.G.J. M.G.J. - r M.G.J. " <br />-(5EE 8/A6.4) WF3 (5EE 8/A8.4) WF2 �� EFI G.J. r ----------EFI (5EE 6/A8.4) WF3 --- ELEV. O-O <br />WF2 WF2 <br />--------- ---------------- <br />----------z-- <br />% <br />L• --- ----- ------------------ -I. J <br />r-- ci---------------- - - -------- <br />I - <br />------------------------- - <br />10 -8 WALL ��\i <br />li I M.G.J. M.G.J. <br />� HUNG FLOOR <br />{ I --) --J (5EE 8/A8.4) DRAIN (5EE /A8.4) <br />HVAG - r - - <br />�-I 1 _ <br />FLOOR BOXES CONTROL T II r <br />(VERIFY FINAL JOINT (TYP.) �r � �L <br />LOCATION W/ <br />hli I I <br />I OWNER) ILL _j DI I I I <br />I I II I I I <br />I I -� II I I I WF2 <br />I <br />1'-3 1/4" g'-3 1/4" 12'-5 5/4" 12'-5 3/4" 13'-10" 13'-0" - 1'-8" 12'-10 1/4" L- 12'-10 1/4" 11'-11 5/4" 11'-11 5/4" 12'-4" I <br />I01 <br />I I I I <br />WF2 i"- I I <br />L� <br />GI - - F4 L J DRAIN o - �wti, GI (5EE 8/A8.4) <br />(5EE 8/A8.4) I - <br />GI GI GI GI GI GI <br />TYP. F2 <br />4 <br />I I I I I I I �_ _-' I I I I I I G1 I FI <br />CF� G3 L-- --J F3 L-- --J F3 L----L F2 L----J F2 F3 L-- ---Ji L----� 3 � <br />FLOOR BOXES FI <br />' (VERIFY FINAL LOCATION W/ OWNER) FLOOR BOXES <br />SEE ELECTRICAL 2 (VERIFY FINAL LOCATION W/ OWNER) <br />_ SEE ELECTRICAL _ <br />(2) #4 X 3'-0" WF2 <br />WF2 DIAG. (TYP.) <br />C2 C2 <br />M.G.J. <br />(5EE 8/A8.4) -- r------- ----- r ------------ _ O 7 -8 M.G.J. M.G.J. <br />- -� . -------W-F-2- <br />' IIF _ (5EE 8/A8.4) -(-5E-E- 8/-A-8.-4) <br />-------------t, F - -L s---------------LJ LZ---____---__-L__f________________________----------- _____-________ _--_ ---�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />G4 5--------------------------- jI Gi i i - <br />� <br />I I 3 WF3 WF2 <br />GJ GJ GJ GJ A51 <br />A5.1 A5.1 i i F3 WF2 li II WF2 i L ------------------------------ <br />2 <br />a <br />I I i1 I A5.2 I <br />----- ----------------- <br />L ----� �„ II -1.----WF2 ---- I I WFI I WFI i -� <br />G6 �J 1 1--- ------ G6 <br />I I r- <br />JL-------------------------------- -� <br />- - - - - - - - - - - - - - - G.J. L WFI <br />l r <br />ELEV. -O'-S" I: �.'` 11 WF2 3 <br />I <br />L--------------------------J F3 <br />A5.1 <br />WF2 G6 L \*J� I Y <br />ELEV. (5EE CIVIL) <br />143'-4" O.A. <br />/8" = 1'-0" <br />I <br />NOTES: <br />I. SLAB ON GRADE TO BE 4" THICK 3000 P51 GONG. REINFORCED N/ 6X6-WIAXWI.4 W.W.F. <br />ON 10 MIL VAPOR RETARDER (LAP AND TAPE 6") OVER COMPACTED TREATED 501L. <br />REFER TO PLAN FOR EXTENT OF SLAB. <br />2. TOP OF SLAB = 0'-0" (U.N.O.) <br />TOP OF FTC. _ -2'-0" (U.N.O.). STEP AS REQUIRED FOR UTILITIES TO MAINTAIN 12" COVER <br />BASED ON FINAL 517E GRADES. <br />3. CENTER ALL FT65. BELOW WALL/COLUMN U.N.O. FOOTING REINFORCING TO BE BOTTOM <br />BARS U.N.O. <br />4. 8" MASONRY LOAD BEARING WALL5 TO BE REINFORCED W/ #6 VERTICAL BARS @ 45" O.G. <br />MAX AND AT CORNERS, SIDES OF OPENINGS, AND INTERSECTIONS IN GROUTED CELLS. <br />5. G.J. = CONTROL JOINT. SEE 7/A5.1. <br />M.G.J. = MASONRY CONTROL JOINT. SEE 5/A8.4 $ 8/A8.4. <br />6. FLOORS TO BE 5TAINED/POLI5HED CONCRETE U.N.O. ON SHEET AIO.O. <br />7. CONCRETE SLAB FOUR 51MULTANEOUSLY WITH STEEL FOUNDATION POUR. <br />N 7 <br />DIVISION 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 />053000 .A CONCRETE FLOOR SLAB <br />.B CONCRETE FOOTING <br />.0 CA5T-IN-PLACE CONCRETE BEAM <br />.D GA5T-IN-PLACE CONCRETE COLUMN <br />054100 .A PRE-GAST CONCRETE LINTEL (S" MIN. BRG.) <br />054500 .A PRE-ENGINEERED, PRE -CAST WALL PANEL <br />056200 .A 1-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) <br />DIVISION 4 - MASONRY <br />040516 A GROUT <br />040513 .A MORTAR <br />04051g .A LADDER TYPE MASONRY REINFORCEMENT <br />W/ ADJUSTABLE BRICK TIE (g6A. MIN.) <br />040525 .A GONT. COPPER FACED THROUGH -WALL FLASHING <br />.B WEEP HOLES ® 16" O.G. <br />.0 1/2" EXPAN51ON JOINT MATERIAL $ SEALANT <br />042200 .A 6" CONCRETE MA50NRY UNIT (U.N.O.) <br />.B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) <br />DIVISION 5 - METALS <br />050515 .A GALVANIZED 57EEL ANGLE <br />.B GALVANIZED STEEL PLATE <br />.G GALVANIZED STEEL CHANNEL (5EE FRAMING PLAN) <br />.D GALVANIZED TUBE 57EEL <br />.E MISCELLANEOUS 57EEL (GALVANIZED) <br />050523 .A HIGH DOMED, GAPPED, AND 6A5KE7ED FA57ENER5 <br />.B GALVANIZED ANCHOR BOLTS/THRU BOLTS <br />W/ WASHERS <br />G 57AINLE55 57EEL LAG 5GREW <br />051223 .A STEEL COLUMN (5EE FRAMING PLAN) <br />.B STEEL TUBING (5EE FRAMING PLAN) <br />.G STEEL BEAM (5EE FRAMING PLANS) <br />053000 .A METAL DECKING (5EE FRAMING FLOOR PLANS) <br />DIVISION 6 - WOOD, PLASTICS 4 COMPOSITES <br />060523 .D 1/2" �P ANCHOR BOLT @ 52" O.C. MAX. <br />N/ 6" MIN. EMBEDMENT <br />.E 5/4" (P HOOKED ANCHORS N/ 6" MIN, EMBEDMENT <br />061000 .A IX PRESSURE TREATED WOOD <br />.B 2X PRE55URE TREATED WOOD <br />061600 .A 1/2" COX PLYWOOD <br />.B 5/4" MARINE GRADE PLYWOOD <br />064100 .A CUSTOM WOOD CABINETS <br />064211 .A PLASTIC LAMINATE FACED PC. PLANKS <br />DIVISION 7 - THERMAL � MOISTURE PROTECTION <br />071300 .A W.R. GRACE ICE $ WATER SHIELD <br />.B W.R. GRACE PERMA BARRIER MEMBRANE <br />011400 .A BITUMA5TIG WATERPROOFING - <br />(50NNEBORN HLM5000) <br />011700 .A VOLTEX BENTONITE GEOTEXTILE WATERPROOFING <br />012113 .A 5/4" RIGID INSULATION $ VAPOR BARRIER <br />072116 .A 3 1/2" BATT INSULATION (R-11) <br />.B 6" BATT INSULATION (R-Ig) <br />072126 .A WATER BLOWN FOAM INSULATION (R-38) <br />N/ THERMAL BARRIER A5 REOV. <br />.B GORE -FILL 500 GMU FOAM INSULATION (R-14) <br />072500 .A W.R. GRACE PERMA BARRIER FLASHING <br />.B 10 MIL. CLASS "A" 5TE60 WRAP VAPOR RETARDER <br />.G 30# FELT <br />074213 .A FLAT SEAM METAL WALL PANEL SYSTEM <br />015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) <br />.B 51 PLATT FARAD I ENE 20 TG/30 TG <br />ROOF MEMBRANE. TORCH I PLY FARADIENE <br />20 TG, THEN TORCH A FIN15H FLY OF PARADIENE <br />30FRT6. ALL VERT. FLA5HING5 SHALL <br />BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING <br />.G NON-GOMBU5TIBLE CANT STRIP <br />.D PARAPRO 123 FLASHING SYSTEM <br />076200 .A 2 PIECE PRE PTO. ALUM. FLASHING <br />.B PRE PTO. ALUM. FLASHING <br />.0 PRE FTD. ALUM. DRIP EDGE <br />.D PRE PTO. ALUM. TRIM <br />.E PRE -FAINTED ALUM. GAP FLASHING <br />P ALUM. WATER TIGHT UMBRELLA <br />016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING <br />011115 .A PRE -FAINTED ALUM. COPING A55EMBLY <br />017213 .A PRE -FABRICATED ALUM. HVAG CURB <br />07,1100 .A SILICONE SEALANT/CAULKING <br />s BACKER ROD (DON 710) <br />.B COMPRESSIBLE FILLER $ SEALANT <br />DIV15ION 8 - OPENINGS <br />081113 .A HOLLOW METAL DOOR FRAME <br />.B HOLLOW METAL DOOR <br />051400 .A WOOD DOOR (SEE DOOR SCHEDULE) <br />0,54515 .A ALUMINUM STOREFRONT <br />.B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER <br />:G ALUMINUM STOREFRONT DOOR <br />054415 .A ALUMINUM CURTAIN WALL <br />051100 .A ALUMINUM THRESHOLD <br />088100 .A 1/4" MIN. TEMPERED GLASS <br />.B 1/4" MIN. SPANDREL GLASS <br />DIVISION g - FINISHES <br />Og2213 .A METAL FURRING $ LATHING SYSTEM <br />.B 7/8" HAT CHANNEL @ 24" O.G. (MAX.) <br />Og2216 .A MTL. STUDS @ 24" O.G. (5EE PLANS FOR SIZE) <br />.B 2 1/2" MTL. STUD TRACK <br />Og2236 .A ZING COATED METAL LATH <br />012425 .A 5/5" MIN. STUCCO, 5AND FINISH, U.N.O. <br />.B 5TU0G0 REVEAL (FRY REGLET) <br />.0 J-5TOF (FRY REGLET JDM 625) <br />.D STUCCO CONTROL JOINT. PLASTIC OR GALV, MTL. <br />Og2813 .A DUR-ROCK <br />012816 .A 5/8" DEN5-6LA5 GOLD (GEORGIA PACIFIC) <br />.B 5/5" DEN5-5HIELD (GEOR6IA PAGIFIG) <br />.G 5/5" 1;)EN5-DEGK (6EORGIA PACIFIC) <br />Og2500 .A GYPSUM WALLBOARD (5EE WALL TYPES) <br />.B 5/8" TYPE 'X' GYPSUM WALLBOARD <br />.G FRY-RE6LET (DRM 625-625) <br />.D FRY-REGLET <br />0g5123 .A ACOUSTICAL CEILING TILE <br />016513 .A VINYL OR RUBBER BASE <br />016800 .A CARPET <br />DIVISION 10 - SPECIALTIES <br />101400 .A 516NAGE <br />102516 A MIRROR <br />DIVISION 12 - FURNISHINGS <br />123600 A 50LID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) <br />DIV1510N 26 - ELECTRICAL <br />265100 .A INTERIOR LIGHTING FIXTURE <br />265600 .A EXTERIOR LIGHTING FIXTURE <br />DIVISION 31 - EARTHNORK <br />512525 .A GLEAN COMPACTED, TERMITE <br />TREATED FILL (TYP.) <br />DIVISION 31 - EXTERIOR IMPROVEMENTS <br />521315 .A CONCRETE WALK <br />A revision by <br />A <br />a <br />a <br />a <br />a <br />a <br />klar and klar <br />architects inc. <br />28473 u.s. 19 n. <br />clearwater, fl 33761 <br />HA <br />%� <br />Lu <br />HA <br />LL <br />IJA <br />UL <br />UA <br />American Institute of Architects <br />member firm <br />❑ Roberta S. Klar <br />® Steven L. Klar <br />IT�6Z6116YI&M <br />❑ <br />Preliminary <br />N <br />Permitting Set <br />IN <br />Construction Set <br />Date: <br />05.06.15 <br />Drawn: <br />SK/HE/KN <br />Sheet: <br />Of: <br />��fll f:i iit�u�!I►dli:�llai; i�l�l :_6g:I. <br />
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