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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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DIVISION 3 - CONCRETE <br />5/16" 5AW-GUT T. 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL <br />GUT A5 SOON AS NOTES FOR LAP SPLICE INFO) <br />GLEAN AND FILL JOINT WITH APPROVED P0551BLE AFTER A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) <br />032200 . <br />TROWELLING. B CONCRETE FOOTING <br />SEALANT (TYPJ - �----GROUND BEARING . <br />033oo0.A (TYP.) GHAIR5 OR RUNNERS ADDITIONAL CORNER BARS TO -O 033000 A CONCRETE FLOOR SLAB <br />1/2 MATCH FOOTING REINFORCING. (TYPICAL) G GA5T-IN-PLACE CONCRETE BEAM <br />032200.A (TYP.) 033000.A (TYP.) 5/16" WIDE SCORED CONTROL JOINT .D CAST -IN -PLACE CONCRETE COLUMN <br />054100 .A PRE-GA57 CONCRETE LINTEL (b" MIN. BR6.) <br />ow o 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL <br />� 032200.A (TYP.) <br />FIN. FLR. ` 036200 .A 1-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) <br />OIL.... F R. <br />L4" <br />a °--------- DIVISION 4 - MASONRY <br />f xa x. x .° iC iC diC040515 A MORTAR <br />04051g A LADDER TYPE MA50NRY REINFORCEMENT <br />4 W/ ADJUSTABLE BRICK TIE (16A. MIN.) <br />(PROVIDE IN FLAT SHEETS) 6" 040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN6 <br />CUT EVERY OTHER WIRE. GALVANIZED METAL JOINT .B WEEP HOLES ® 16" O.G. <br />312323.A (TYP.) .G 1/2" EXPAN51ON JOINT MATERIAL 4 SEALANT <br />NOTES: FORMER. 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) <br />312323.A (TYPJ - I. GUT SLAB A5 50ON AS AGGREGATE 072500.E (TYP.) •B W CONCRETE KNOCK -OUT BLOCK (U.N.O.) <br />072500.E (TYP.) - DOES NOT DISLODGE (MU5T BE WITHIN SAME 1'-O" I'-0" <br />DAY AS CONCRETE PLACEMENT.) DIVISION 5 - METALS <br />2. PLACE REINFORCING 1/5 SLAB DEPTH FOR 050515 A GALVANIZED 57EEL ANGLE <br />5LA55 GREATER THAN 5" THICK, AND NOTES .E GALVANIZED STEEL PLATE <br />G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) <br />I I/2" CLEAR FOR 5LA55 5" THICK OR LESS. 1• TO BE USED AT CONTRACTOR'S OPTION AT ANY CONTROL ,D GALVANIZED TUBE STEEL <br />3. HAND TOOL JOINT TO FACE OF WALL JOINT LOCATION. E MISCELLANEOUS STEEL (GALVANIZED) <br />WHERE SAWCUT DOES NOT REACH. <br />2. POUR 5LA55 IN ALTERNATING LONG STRIPS. DO NOT POUR 050523 .A HIGH DOMED, GAPPED, AND GA5KETED FA5TENER5 <br />IN A CHECKER BOARD PATTERN. PLAN AT CORNER PLAN AT INTER5EGTION .B GALVANIZED ANCHOR BOLT5/7HRU BOLTS <br />A/ WA5HER5 <br />_ C STAINLESS 57EEL LAG 5GREW <br />o- Aft <br />A 71''N C"s"RNER 051225 A STEEL COLUMN (SEE FRAMING PLAN) <br />NT TI JOINT T °U Ti JOINT 6 .B 57EEL TUBING (SEE FRAMING PLAN) <br />B _ G STEEL BEAM (SEE FRAMING PLANS) <br />A5.1 I I/2 - I -0 <br />053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) <br />DIVISION 6 - WOOD, PLASTICS $ GOMP051TE5 <br />5L-AD ON A � �01N'7IZ`2� 7A I L 5 060523 .D 1/2" tP ANCHOR BOLT @ 52" O.G. MAX. <br />AS. W/ 6" MIN. EMBEDMENT <br />N.T.S. E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT <br />061000 .A IX PRE55URE TREATED WOOD <br />.B 2X FRE55URE TREATED WOOD <br />061600 .A 1/2" GDX PLYWOOD <br />Gil METAL GRATE INSERT .B 3/4" MARINE GRADE PLYWOOD <br />51DEWALK, PAVING OR EXTERIOR 032200.A SIDEWALK, PAVING OR EXTERIOR TYF. @ (SEE PLANS) 064100 .A CUSTOM WOOD CABINETS <br />GRADE (A5 REQUIRED). GRADE (AS REQUIRED). ALL EDGES 032200.A <br />2 -6 033000.E (TYP.) z o FIN15H FLOOR z o 06421g A PLASTIC LAMINATE FACED WD. PLANKS <br />z z DIV15ION 7 THERMAL & M015TURE PROTECTION <br />W __........... FIN. <br />........._._......_...................---------------...._ _._.. ......_.. ..�.-------. ._ _. a .. _ _ miv ? mrr? 71300 <br />a d° FIN. FLR. FIN. FLR. 0 A W R GRACE ICE 6 WATER SHIELD <br />aMEMBRANE <br />° a a X X O'-O" a - O'-O" 71400 .A GG WATERPROORIN� B N.R.W R GRA <br />a ° ° � o • • ° • ° d . a ° ° a d . n e ° ° O EITUMASTI <br />° x ° ° _ X e m (50NNEBORN HLM5000) <br />a... Q °a d ° °. L OFING <br />- - -- _....._._ ...._ _.._.._._......_ ._....__.... - - _.............. • d 0721�0 A 3 4" RIGIDEINSULATION �TVAPOR BARRIERO <br />� 'X / <br />° . cv m v 12 1 _ m v ° _ 072116 A 3 I/2" BATT INSULATION (R-I I) <br />12 1 .B 6" BATT INSULATION (R-Ig) <br />m o ° Q Q d a 3 12 072500.E (TYP.) 3" 12 012126 A WATER BLOWN FOAM INSULATION (R-38) <br />° a.. GLR. GLR. <br />°' 072500.E (TYPJ W/ THERMAL BARRIER AS REo'D. <br />d.° _ <br />072500.E (TYP.) a 8 e TYP. 8" CONTINUOUS #5 TYP. 8" CONTINUOUS #5 .B GORE -FILL 500 GMU FOAM INSULATION (R-14) <br />072500 .A W.R. GRACE PERMA BARRIER FLASHING <br />MATCi+ CONT. REINF. --� • °'' ° .• a � <br />a .B 10 MIL. CLASS "A" 5TE60 WRAP VAPOR RETARDER <br />5�A5 *07A j <br />4 7 4 f G 30# FELT <br />074213 A FLAT SEAM METAL WALL PANEL SYSTEM <br />_ - - - 075200 .A MODIFIED BITUMEN ROOFING (51PLA57) <br />A5.1 1 1/2 - O5 1 1 1/2 - 0 .B 51PLA5T PARADIENE 20 76/30 76 <br />ROOF MEMBRANE. TORCH I PLY PARADIENE <br />20 76, THEN TORCH A FIN15H PLY OF PARADIENE <br />SEE FOOTING SCHEDULE FOR 51ZE AND REINF. SEE FOOTING SCHEDULE FOR SIZE AND REINF. 30FRT6. ALL VERT. FLA5HIN65 SHALL <br />BE VERAL 2 PIECE PRE PTD. ALUM. FLA5HIN6 <br />.G NON-COMBUSTIBLE CANT STRIP <br />�� �� � � � .D PARAPRO 123 FLASHING SYSTEM <br />5 016200 .A 2 PIECE PRE PTO. ALUM. FLASHING <br />1 1/2„-1 -0" d ,B PRE PTD. ALUM. FLASHING <br />042000.A (TYP.) .G PRE PTD. ALUM. DRIP EDGE <br />a VERT. WALL REINF. IN ° D PRE PTD. ALUM. TRIM <br />HORIZ. JOINT. GROUTED CELLS. (SEE PLAN HORIZ. JOINT. a VERT. WALL REINF. IN GROUTED CELLS. EPRE-FAINTED ALUM. GAP FLASHING <br />REINF. ® 16" O.G. NOTES FOR SIZE REINF. @ 16" O.G. (SEE PLAN $ NOTES FOR 51ZE SPACING.) F ALUM. WATER TIGHT UMBRELLA <br />SPACING.) <br />Og2516.A (TYP.) 016500 .A 4" VYCOR PLUS SELF -ADHERED FLA5HIN6 <br />1/2" ISOLATION JOINT I/2" ISOLATION JOINT 077113 A PRE -PAINTED ALUM. COPING ASSEMBLY <br />071300.E (TYP.) 017215 A PRE -FABRICATED ALUM. HVAG CURS <br />033000.A (TYP.) 042000.A (TYP.) 071100 A SILICONE SEALANT/CAULKING <br />033000.A (TYP.) &BACKER ROD (DON 7g0) <br />Og2216.A (TYP.) $ COMPRESSIBLE FILLER #SEALANT <br />032200.A (TYP.) 032200.A (TYP.) 074213.E (TYP.) <br />#4 GONT. FIN. FLR. ° <br />0'-O" a a a 0NOFLR' ° ° 07gI00.A (TYP.) DIVISION 6 - OPENIN65 <br />SEE ELEVATION FOR FINISH - q <br />x-�X ° #4 CONT. O81 113 .A HOLLOW METAL DOOR FRAME <br />.B HOLLOW METAL DOOR <br />DOWELS TO MATCH ° ° e LADDER TYPE DOUBLE 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) <br />VERTICAL WALL DOWELS TO MATCH ° <br />REINFORCING. ALTERNATE VERTICAL WALL ° WITHE JOINT REINF. 084515 A ALUMINUM STOREFRONT <br />- B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER <br />REINF R IN ALTERNATE <br />- <br />O G G. <br />° HOOK DIRECTION IN °�� <br />° #4 DOWELS AT 48 D.G. G ALUMINUM STOREFRONT DOOR <br />SLOPE FOOTING. 312323.A (TYP.) SLOPE HOOK DIRECTION IN (MAX.) 054415 A ALUMINUM CURTAIN WALL <br />' d FOOTING. 312323.A (TYP.) 5L0-�_ 087100 .A ALUMINUM THRESHOLD <br />I 072500.5 (TYP.) ° <br />Q 6" MASONRY WALL I I 072500.E (TYP.) 055100 .A 1/4" MIN. TEMPERED 6LA55 <br />GROUTED SOLID, �n z p N z Q z <br />V< d W 0 4 4 W_ o _ n_ B I/4" MIN. SPANDREL GLA55 <br />Y REINFORCED W/ #� 0 z > GROUT ALL CELLS BELOW 0 z > DOWELS TO MATCH Q <br />RODS ®48" O.G. GROUT ALL CELLS BELOW z Q O ���uu GRADE. (TYP.) Z d o w VERTICAL WALL z Z a! DIV15ION g - FINI5HE5 <br />GRADE. (TYP.) O o p O O REINFORCING. ALTERNATE a.. GROUT ALL CELLS BELOW p v 012215 A METAL FURRING $ LATHING SYSTEM <br />Y 071400.A = i- z a - IL Z r HOOK DIRECTION IN GRADE. (TYP.) -� o z .B 7/8" HAT CHANNEL @ 24" O.G. (MAX.) <br />033000.E (TYP.) tL Q 0 033000.E (TYP.) w (a o FOOTING. 033000.E (TYP.) D_ f) O 012216 A MTL. STUDS @ 24" Q.G. (SEE PLANS FOR SIZE) <br />N N wo d e ° ° F - .B 2 1/2" MTL. 57UP TRACK <br />a o Og2236 .A ZING COATED METAL LATH <br />SEE FOOTING SCHEDULE ° ° a ° a a .. <br />Og2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. <br />FOR SIZE REINF. a e a SEE FOOTING SCHEDULE ° °' a ° ° .B STUCCO REVEAL (FRY REGLET) <br />° 4 DO NOT LOCATE PIPE ° a w ° SEE FOOTING SCHEDULE <br />FOR SIZE ff REINF. ° w C J-STOP (FRY REGLET JDM 625) <br />3 OR CONDUIT CLOSER w a ° ° a. FOR 51ZE 4 REINF. D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. <br />THAN 2:1 FROM a _ Q ° o <br />�n a Do NOT LOCATE PIPE e ° w 012813 A DUR-ROCK <br />T d� 507./FT6. o 0 a ffi DO NOT LOCATE PIPE <br />w e e OR CONDUIT CLOSER `n a ° 012516 A 5/5" DEN5-6LA5 GOLD (GEORGIA PACIFIC) <br />11' • • ° OR CONDUIT CLOSER B 5/S DEN5-5HIELD (GEORGIA PACIFIC) <br />d. W d �� <br />THAN 2:1 FROM ° • ° THAN 2:1 FROM w <br />BOT./FTC. °. °.. �n G 5/5DEN5-DEGK (6EORGIA PACIFIC) <br />v BOT./FTG. <br />a Og2g00 .A GYPSUM WALLBOARD (SEE WALL TYPES) <br />1 GLR. O - ° _ B 5/8" TYPE 'X' GYPSUM WALLBOARD <br />3 _ GFBY-REGLET (DRM 625-625) <br />TYP. 1 GLR. GLR. D FRY-REGLET <br />SEE SCHEDULE 1 TYP. TYP 015123 A ACOUSTICAL CEILING TILE <br />E <br />2 SEE SCHEDULE I 016513 A VINYL OR RUBBER BASE <br />E SEE SCHEDULE 1 016500 .A CARPET <br />° 2 2 <br />DIV15ION 10 - SPECIALTIES <br />s 101400 A 516NA6E <br />3 � �� j L 2 + j03--5 "w""71' 102816VLSI A MIRROR <br />1 j <br />II - - - "_=7AIL DIVISION 12 -FURNISHINGS <br />f�5. 1/2 - O A5.1 /2 - -O �5. �/2„ _ -0" 123600 A 50LID 5URFAGING (CORIAN MIN. 1/2 THICK) <br />z DIVISION 26 - ELECTRICAL <br />L° <br />` NOTE: GROUT ALL CELLS BELOW GRADE NOTE; GROUT ALL CELLS BELOW GRADE <br />265100 A INTERIOR LIGHTING FIXTURE <br />. ___ _ NOTE: GROUT ALL GELL5 BELOW GRADE 265600 .A EXTERIOR LIGHTING FIXTURE <br />Q DIV15ION 31 - EARTHWORK <br />512525 .A GLEAN COMPACTED, TERMITE <br />0 <br />TREATED FILL (TYP.) <br />N <br />DIVISION 31 - EXTERIOR IMPROVEMENTS <br />321513 A CONCRETE WALK <br />ju <br />revision by <br />0 <br />0 <br />klar and klar <br />architects inc. <br />28473 u.s. 19 n. <br />clearwater, fi 33761 <br />LU <br />} <br />JU <br />LL <br />!iHA <br />® <br />�C <br />lu <br />American Institute of Architects <br />member firm <br />❑ Roberta S. Klar <br />® Steven L. Klar <br />I t<00or <br />AA 0002321 <br />❑ Preliminary <br />($I Permitting Set <br />® Construction Set <br />Date: <br />05.06.15 <br />Drawn: <br />SiG/HF-/KN <br />Sheet: <br />Of: <br />
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