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HomeMy WebLinkAbout3621 Copeland Drs, klar and klar architects FHONE NUYE3ER: (727) 7��=5420 FAX NUME3ER: (727) i��C 25 FROJEr--.,T ARGH I TEC.,i: STEVAN L KLAR PROJEC,i MANAOER � GONTAGT PERSON: HAROLD E5FA1LLAT CONTAGT E-MAIL: HA 0LJ�)@ <LA <L A .GOY INTERIOR DES r:;7N : <RISTINA NOS 5< $ < Sfi� A 0H BALD �NEE35TE: �*NK<LA <LARLOM MORROW STEEL OFFICE 3620 CO PELAN D DRIVE ZEPHYRH I LLS, FL 33 542 ❑5.❑6. 1 5 TABLE OF CONTENTS COVER PAGE AO.0 DATA/GENERAL NOTES/PRODUCT APPROVALS AO. 1 A WINDOW/DOOR SCHEDULE A❑. 1 B WINDOW/DOOR DETAILS AO.2 PAINT SPECS/SHOP DRAWINGS AO.3A STRUCTURAL SPECIFICATION S AO. 3B STRUCTURAL SPECIFICATIONS CONT. AO. 3 C STRUCTURAL SPECIFICATIONS CONT. AO.4 LIFE SAFETY PLAN Al .0 DIMENSIONED FLOOR PLAN Al .1 TAGGED FLOOR PLAN A2.0 PLAN BLOWUPS A3.0 BUILDING ELEVATIONS A3.1 BUILDING ELEVATIONS A4.0 BUILDING SECTIONS A4.1 BUILDING SECTIONS A5.0 FOUNDATION PLAN/SCHEDULE 32 A5. 1 FOUNDATION FOOTING DETAILS ����Y-�.� s A5. Z FOUNDATION FOOTING DETAILS A5. 3 FOUNDATION FOOTING DETAI LS/ALTERNATIVE BID A6.0 ROOF FRAMING PLAN/BEAM SCHEDULEV��i,� is A7. 0 ROOF DRAINAGE PLAN cl-rYop z,, —,I -._ A B . O DETAILS PLANS�XAM1�� AB. 1 DETAILS AB. 2 DETAILS AB.3 DETAILS A B . 4 DETAILS ALL WORK SHALL COMPLY WITHALL A 9.0 INTERIOR ELEVATIONS CODE,PREY ILING COD E FLORIDA ILDINC, A 9. 1 INTERIOR ELEVATIONS CITY OF ZEPHYRHILLS ORDINANCES Al 0.0 FLOOR FINISH PLAN Al 1.0 REFLECTED CLG. PLAN E1 .0 ELECTRICAL LIGHTING PLAN, NOTES AND SCHEDULE E2.0 ELECTRICAL POWER PLAN AND NOTES E3.0 GENERAL NOTES, LEGEND, PANEL SCHEDULE AND RISER DIAGRAM & NOTES M 1.0 MECHANICAL PLAN, NOTES AND LEGEND M2.0 SCHEDULES AND NOTES M3.0 MECHANICAL DETAILS P1.0 PLUMBING WASTE AND SUPPLY PLANS P2.0 GENERAL NOTES, FIXTURE SCHEDULE AND RISER DIAGRAM 39 PAGES TOTAL I _ I II 1! I' I' 111 I!1 MOJEGT DATA: OWNER: MORROA STEEL, ING. CONTACT: BILL MORROW OWNER PHONE: 513-115-0404 ADDRE55: 3620 COPELAND DRIVE, ZEPHYRHILL5, FL 55542 BUILDING DATA: SEE SHEET AO.4 FOR CODE DATA FBG OGGUPANGY CLASSIFICATION: BUSINESS NFPA OCCUPANCY GLA551FIGATION: BUSINESS BUILDING TYPE - TYPE VB, NOT SPRINKLED APPLICABLE 6005: FLORIDA BUILDING CODE, 2010 EDITION (FBG). FLORIDA FIRE PREVENTION CODE, 2010 EDITION (FFPC)/ NFPA 101, LIFE SAFETY CODE, 200cl EDITION (NFPA). FLORIDA BUILDING CODE, AGGE55151LTY, 2010 EDITION, FLORIDA BUILDING CODE, EXI57IN5 BUILDING, 2010 EDITION. (LEVEL 1 8 2 ALTERATIONS AND ADDITION). GENERAL NOTES I. A GENERAL CONTRACTOR (G.G.) OR CONSTRUCTION MANAGER (G.M.) SHALL NOTE THAT THE ARCHITECTURAL DRAWING5 ARE ESTABLISHING A MINIMUM MATERIAL OR GON5TRUGTION METHOD STANDARD. THE G.G.IG.M. SHALL PROVIDE A 'BID' PRICE BASED ON THE SPECIFIC MATERIALS 5HOWN AND NOTED. 2. THERE SHALL BE NO DEVIATION BY THE G.G. /G.M. FROM THE CONSTRUCTION DOCUMENTS UNLESS APPROVED IN WRITING BY THE ARGHITECT. 3. PLAN DIMENSIONS ARE GIVEN TO FACE OF STUDS OR BLOCK WALL5 WHEN NOT DIMENSIONED TO THE CENTERLINE OF STUDS. "CLEAR" DIMENSIONS ARE GIVEN TO THE FACE OF FINISHED MATERIALS. 4. LARGER DE7AIL5 TAKE PRECEDENCE OVER SMALLER DETAILS. 5. HARD COPY PAPER DRAWING5 TAKE PRECEDENCE OVER ALL ELECTRONIC FILES. 6. N.I.G. MEANS THAT IT WILL BE PURCHASED AND INSTALLED BY OWNER. P.B.O. MEANS THAT IT WILL BE PURCHASED AND BROUGHT TO THE SITE BY OWNER AND INSTALLED BY G.G. 1. "SIMILAR" MEANS COMPARABLE TO ANOTHER DETAIL WITH MINOR DEVIATION. 5. THE OWNER WILL A55UME ALL LIA51LITY AND SHALL TAKE PER50NAL RESPONSIBILITY FOR ANY DECISIONS THAT THEY MAKE TO GHANGE OR ALTER THE CONSTRUCTION DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL. q. G.G.IG.M. SHALL FURNISH TO THE J05517E FOR THE INSPECTOR, COPIES OF THE PRODUCT 7E5TIN6 AND EVALUATION REPORTS (INCLUDING PRODUCT INSTALLATION REQUIREMENT5 THAT MEET OR EXCEED THE GODE REQUIRED WIND RESISTANCE PERFORMANCE CRITERIA) FOR EACH MATERIAL USED IN THE PRODUCT APPROVAL CHART TO RIGHT. 10. TERMITE TREATMENT: (IF REQUIRED) A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE 516N SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. FBG 105.11 A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PE5T CONTROL COMPANY BEFORE A CERTIFICATE OF OGGUPANGY WILL BE ISSUED. 11. NO INTERIOR 516NA6E PROVISIONS ARE INCLUDED IN THESE DOCUMENTS (SIGNAGE BY OWNER 4 ARGHITECTURAL FIRM). G.G. TO PROVIDE AN ALLOAANGE 12. FLOOR FIN15H MATERIALS TO BE GLA55 I OR II IN AGGORDANGE W/ FBG 504 AND NFPA 253. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE A/ ASTM E 54 PER F.B.G. 505 AND MEET THE REQUIREMENT5 PER OCCUPANCY OF FBG TABLE 503.5. ALL OTHER FINISH MATERIALS TO BE CLASS "A". 15. DE516N INTENT 15 TO HAVE 3 1/2" MIN. R-11 SOUND BATT. INSULATION IN ALL INTERIOR WALLS. 14. FINISH MATERIAL5/GOLOR5: ANY MATERIAL WITH A FF, 5F, GF, AND P KEYNOTE NUMBER CAN BE FOUND IN A SEPERATE 5-1/2X11 MATERIALS MANUAL 15. SHOP DRAWIN65 (5 COPIES MAX.) TO BE PROVIDED TO ARCHITECT FOR REVIEW AFTER THEY HAVE BEEN REVIEWED AND 516NED/1")ATED BY THE G.G./G.M,, AND SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: (ELECTRONIG FILES AT THE DI5CRE5510N OF THE ARCHITECT WILL BE PROVIDED THRU THE G.G./ G.M. TO THE SUB-GONTRAGTOR FOR USE IN DRAWING ANY SHOP DAG5). - M15O. ALUMINUM - ALUMINUM STOREFRONT AND CURTAIN WAL - MISG. STEEL L SYSTEM - STRUCTURAL 57EEL, BEAMS, - ACOUSTICAL GLG. t GRID COLUMNS s JOISTS. - EXTERIOR PAINT - CABINETRY MILLWORK - HVAG EQUIP. - EXTERIOR GLADDING - KITCHEN EQUIPMENT - EXTERIOR WATERPROOFING - PLUMBING FIXTURES - MEMBRANE ROOFING 8 INSULATION - ELEGTRIGAL EQUIP. 4 FIXTURES - METAL WALL PANELS - 5EGURI7Y/GOMMUNICATION5 - ALL DOOR5, FRAMES @ HARDWARE - ALL WINDOWS, FRAMES $ HARDWARE NO CONSTRUCTION SHALL OCCUR ON ANY OF THE ABV. WITHOUT SHOP DRAWING APPROVAL. NORTH ARROW DETAIL ELEVATION TARGET REVISION DOOR / KEYNOTE WINDOW WALL TYPE FLR./ GLG. FINISHES FOUNDATION TYPE ROOM NUMBER , , LOCATION `r ELEVATION AU NUM F-NU F-NU X EARTH, FILL CONCRETE 5TEEL GONGRETE COLUMN 8" GMU. WALL -GROUT ALL CELLS SOLID DENOTES FILLED CELL A/ 1-#5 VERT. BAR NON -LOAD BEARING 3 5/5" 25 GA. MTL. STUD WALL ® 24" O.G. (U.N.O.) GORE -FILL INSULATION WOOD SHIM DECORATIVE TRIM % % (NON-5TRUGTURAL) I PLYWOOD DENS-6LA5 GOLD 0 GYPSUM STUCCO FRO 03 R__ MATERIAL/WALL LEGEND SECTION 1 1/2" RIGID INSULATION ® 5EG7ION SECTION, PLAN 3" (RII) SOUND BATT. IN5UL. SECTION, PLAN SECTION HVAG SUPPLY HVAG RETURN METALAIR MODEL #5500-6 z z PLAN PLAN SECTION, PLAN SECTION SECTION SECTION SECTION SECTION 5EGTION, PLAN SECTION, PLAN EXI75 SEE ELEG. DRA65. FOR ACTUAL EXIT 51GN5 EXHAUST FAN O EXIT 516N SUSPENDED LIGHT WALL MTV. LIGHT FIXTURE/5GONCE FLUORESCENT STYLE LIGHTING 2X2 2X4 JUNCTION BOX 5TATE OF: FLORIDA APPROVAL NUMBER I I I - • Ir • I . - • 11 - 11 • I I •I- I - I I I �e5TOREFRONT 5"r5TEM• s I I I I I :• :I I I I • : 11 - • • I I �- '•• •- •III / / I • I - GI _ I -I I I • I I I • I I r e. - _ I I - I I -r - -I I -.I r1 ♦ �.� ♦ � �' I -I -I I •I- I 11 11 I I - i - 11- 11 • .I I / I I I 1100111 Nal • � ;' \ \ \ \ ' \\ \ \ sue\ . \ .. ...,. \ \ ' _ \ :< . \ :: \\ ... \: .�... \\ \\\ \ . \� \ \\ _ ........\ >a��\ \\\ \\ '\NN- \ .. \ \\\ \\\\ \\\\,,\ RON\\\._ ROOM NAME SCHEDULE ROOM NO. ROOM NAME 101 ENTRY/RECEPTION 102 HALLWAY 102A WEST HALLWAY 1025 EAST HALLWAY 105 PURCHASING OFFICE 104 PURCHASING ASSISTANCE OFFICE 105 PLOT ROOM 106 PROJECT MANAGEMENT OFFICE 101 ERIC'S OFFICE 105 GHAD'S OFFICE IOq SALES $ ESTIMATING OFFICE 110 FILE STORAGE III WOMEN'S RE5TROOM 112 YENS RE5TROOM 115 BREAK ROOM 1 A SERVER CLOSET 115 CONTROLLER'S OFFICE 116 BILLS OFFICE Ill PRIVATE RE5TROOM 115 CLOSET IIq PAYROLL/HR OFFICE 120 FILE 5TORA6E 121 AGGOUNTING OFFICE 122 CONFERENCE ROOM 0 revision by 0 0 klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 JU kj ® SIC LU American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar U0000- AA 0002321 ❑ Preliminary ® Permitting Set [$I Construction Set Date: OE.06.15 Drawn: 5K/HE/KN Sheet: Of: DOOR DOOR FRAME HARDWARE SET AUTO CLOSER REMARKS SIZE TYPE MAT. FIN 15H CODE TYPE MAT. FIN 15H CODE JAMB TYPE 01 3-OX7-0 A MTL. P. - - MTL. P. - - PANIC YES STOREFRONT 02 3-OX-I-0 B WD. LAM. - - - 2 YES IN STOREFRONT ASSEMBLY 03 3-OX7-0 B - - - 04 3-OX7-0 B - - - 05 3-OX7-0 B - - - 06 3-OX7-0 B - - - 07 3-OX7-0 B - - - IN STOREFRONT A55EMBLY 08 3-OX7-0 B - - - IN STOREFRONT ASSEMBLY 01 3-OX7-0 B - - - 10 3-OX7-0 A MTL. P. - - - - * PANIC YES STOREFRONT II 3-OX7-0 B NO. LAM. - - - 2 12 3-OX7-0 B - - - IN STOREFRONT A55EMBLY 13 3-OX7-0 B - - - IN STOREFRONT A55EMBLY 14 3-OX7-0 B - - - 15 3-OX7-0- I6 2-6X7-O B y- - - 17 3-OX7-0 A MTL. P. - - - - * PANIC YES STOREFRONT 18 3-OX7-0 B WD. LAM. - - - 2 11 2-6X7-0 B - - - 20 3-OX7-0 B - - - IN 57CREFRONT ASSEMBLY * 21 3-OX7-0 B - - - 22 3-OX7-0 B - - - 23 3-OX7-0 B - - - 24 3-OX7-0 B - - - 25 3-OX7-0 G - - - 26 3-OX7-0 A MTL. P. - - - - PANIC YES STOREFRONT 27 3-OX7-0 B WD. LAM. - - - 2 28 3-OX7-0 B - - - 2q 3-0X7-O 8 - - - 30 3-OX7-0 B - - - IN STOREFRONT A55EMBLY 31 3-OX7-0 B - - - IN STOREFRONT A55EMBLY 32 3-OX7-0 B 1 HR. - 45 MIN. YES 33 3-0X7-O B y I HR. - 45 MIN. YES PANIC HARDWARE 15 NOT REQUIRED BY CODE, BUT AS A CONVENIENCE TO THE DESIGN. DOORS TO BE LOCKED AT ALL TIMES $ ACCE551BLE ONLY TO MAINTENANCE AND ADMINI57RA7IVE STAFF, 2 SEE 2" SCHEDULE A E3 G FRAME DOOR AND FRAME NOTES: I. - ALL INTERIOR DOORS TO BE MA5ONI7E (1-3/4") FLUSH SERIES W/ PARTICLE BOARD GORE (57C 51). DOOR FACES TO BE PLA5TIG LAMINATED NVSF-12'. (SEE MATERIALS MANUAL) 2. - INTERIOR DOOR FRAMES TO BE PRIMED AND PAINTED W/ 'P-8'. (SEE MATERIALS MANUAL) 3, - INTERIOR DOOR HARDWARE TO BE 5GHLA6E 'AL' 5ERIE5, JUPITER DESIGN, #626 SATIN CHROME FINISH. (ALL INTERIOR DOOR HARDWARE TO BE LEVER TYPE AND FL. ADA COMPLIANT.) 4. - PROVIDE DOOR 5TOP5 ON INTERIOR DOORS WHERE DOOR 5WING5 INTO ADJACENT SURFACE AS REO'D. (HALER '236A' IN 'U526D' FINISH) 5. - ALL DOOR HARDWARE TO COMPLY WITH EXIT E6RE55 REQUIREMENTS (FBG 1008.1.8.1, 1008.1.8.2, 1008.1.8.3 $ 1008.1.8.4), AND WITH ADA REQUIREMENTS (FBG II-4.13.8, II-4.13.q, II-4.13.10 $ II-4.13.11). 6. - ALUMINUM EXTERIOR STOREFRONT DOORS BY YKK- MODEL #35H W/ IMPACT GLA55. FRAME COLOR TO BE COLONIAL RED, 'UG105846. 7, - GLAZING TINT ON EXTERIOR DOORS TO MATCH WINDOW5. S. - EXTERIOR DOOR HIN6E5 TO BE 4 1/2" 5.5. COMMERICAL GRADE BALL BEARING HINGE5 AND INTERIOR DOOR HIN6E5 TO MATCH q, - HALER '5205' (OR EQUAL) ALUM. THRESHOLD REQUIRED ON ALL EXTERIOR DOORS IN 'MIL' FINISH, ALL THRESHOLDS TO BE SET ON A CONTINUOUS BED OF (DOW 7qO) SILICONE SEALANT. 10. - ALL PANIC HARDWARE TO BE '4700 5ERIE5, STANDARD DUTY RIM DEVICE' BY HALER COMPANIES (OR EQUAL), U.N.O.. (FINISH TO BE 'U532D') 11, - TEMPERED GLAZING NOTED ON ABOVE ELEVATIONS W/ 'T.G.' PER FBG 2406.4. 12. - ALL 'HARDWARE 5ET5' AND KEYING TO BE VERIFIED BY OWNER $ ARCHITECT. (PROVIDE SHOP DRAWINGS) WINDOW 4 FRAME NOTES ALL EXTERIOR 57OREFRON7 TO BE YH5 50 FI BY YKK. COLOR TO BE COLONIAL RED, 'UC105846'. 2. - 6LAZIN6 IN ALL YH5 50 FI STOREFRONT TO BE I" INSULATED IMPACT GLAZING W/ "5OLARGARY" TINT AND WITH A MINIMUM 0.40 SHADING COEFFICIENT 4 1.00 U-VALUE. (PROVIDE ONLY (1) SAMPLE). 3. - ALL INTERIOR STOREFRONT TO BE YES 40 F5 BY YKK. COLOR TO BE BLACK, 'UC40577'. 4. - ALL INTERIOR GLAZING TO BE 51NOLE PANE, TINT TO BE CLEAR. 5. - TEMPERED GLAZING NOTED ON ELEVATIONS W/ 'T.G.' PER FBG 2406.4. j N m N = N �1 — p � N SEE - SEE DOOR DOOR r SCHEDULE r SCHEDULE T.G. m p N 3'-1" 3'-O" 3'-6 3/4" 2 1/2" 2 1/2" 10'-O" 2 1/22 I/2" 3/4" 71_03/4" VIEW FROM EXTERIOR VIEW FROM HALLWAY #102 WINDOW 5CHEI;)ULE 4'-0" N 4'-0" N 2 1/2" N 3'-7" 1'-8" N 21/2Ll N C`V N N N N N N N N N N ry N ry is- T.G. m p N -Ti - N 'm p T.G. 4'-011 41_011 13/4" 15/4 13/4" 8'-5 I/4" VIEW FROM HALLWAY #102 T.G. T.G. SEE T.G. DOOR SCHEDULE T.G. / \ 3'-0" 13/4" 15/4" 13/4" 13/4' VIEW FROM HALLWAY #102 m — p 1 T.G. N T.G. SEE T.G. DOOR T.G. SCHEDULE \\ T.G. - m p T.G. // 4'-10 1/4" 4'-1 1/2" 3'-0" 4'-q 1/2" 4'-q 1/2" 4" 13/4" I3/4" I3/4" 13/4" 3/4" 23'-3 1/2" 4 m` C�V p N T.G. �t T.G. m p T.G. T.G. in i T.G. T.G. SEE DOOR 5CHEDULE T.G. l \ 3'-II" 3'-II" 3'-II" 4'-1 1/2" 4'-1 3/4" 4'-1 1/2" 4'-6 5/4" 4'-6 1/21, 1 3/4" 1 5/44" 12'-4" 1 5/4" 1 3/4" 4" 1 5/4" 13'-2" 1 5/4" " 1 3/413/4" 1 5/4" 12'-8 1/4" 1 5/4" 1 5/4" 0 VIEW FROM HALLWAY #102 Q VIEW FROM HALLWAY #102 4'-1 1/2" 4'-q 1/2" 3'-0" 4'-q 1/2" If I If I 1 3/4" 1 3/4" 1 5/4" 23'-3 1/2" 1 3/4" 1 3/4" I VIEW FROM HALLWAY #102B T.G. T.G. \ 8 / T.G. 12 SEE T.G. DOOR T.G. SCHEDULE T.G. 3'-4" 3'-4" 3'-0" 3'-4" 5'-3 1/4' 13/4" 15/4" 13/4" 15/4" 13/4" 4" 4'-ID 1/4" W VIEW FROM HALLWAY #102 2'-10 3/8" 2'-10 5/8" 2'-10 5/5" 2'-10 5/8" 21/2" 21/2" 12'-621/2" " VIEW FROM CONFERENCE RM. #122 T.G. T.G. SEE DOOR SCHEDULE T.G. \\ T.G. // T.G. 3'-7 3/4" 3'-7 1/2" 3'-7 3/4" 3/4" 13/4" 1 14'-10" 411 0 revision by 0 A 0 0 klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 lu UAL tn HA IL LU American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar oe l AA 0002321 ❑ Preliminary ® Permitting Set [gl Construction Set Date: 05.06.15 Drawn: 5K/HE/KN Sheet: VIEW FROM HALLWAY #1025 VIEW FROM #IOq (ROOM #106 15 AN OPPOSITE HAND FLIP) VIEW FROM LOBBY #101 Of: INT. TURN UP ALL END DAMS. — (5EE DETAIL 5/AO.I B) CONT, BED OF SEALANT ---- (DOW 790) zn a x a FIN15H VARIES (TYP) G.M.U. HOLLOW MTL. DR. FRAME BACKER ROD & SEALANT (TYP.) FIN15H VARIES (TYP.) a X xzn • Q a Q a aQ Q G.W.B. (TY- 1-1/2" = I'-O" G A (TYP.) � (TYP.) � (TYP.) (TYP.) >O.A (TYP.) 13.A EXT. SLOPE (TYP.) FIN. FLR. O'-0" 1/4" SHIM AS REQ'D. HOLLOW METAL DOOR FRAME MTL. 57UD5 @ 16" O.G. (TYP) (SEE PLANS FOR SIZE) 3 1/2" SOUND BATT IN5UL. (OPTIONAL) 0725C 31232 1 1/2" = I'-O" NOTE: JAMB 15 51MILAR TO HEADER. POW 710 SEALANT PRE -PTV. ALUM. FLASHING (COLOR TO MATCH STOREFRONT) Og2816.A (TYP.) 071300.8 (TYP.) 074213.E (TYP.) PROVIDE DRIP 07q I OO.A (TYP.) PRE PTO. ALUM. TURN UP ALL ENI (5EE DETAIL 51A 012216.A (TYP.) 076500./ Og2236.A Og2423.A Og2425L 07q IDO.A 084313.A EXT. PRE PTO. ALU TURN UP ALL E (5EE DETAIL z 07q IOO.A 07(0500.A Og2236.A Og2423.A W MA 042200.A 072126.E 034100.A 07q I OO.A (TYP.) 313.A (TYP.) OO.A 042200.A (TYP.) 034100.A INT. .313.A )OO.A 042200.A (TYP.) DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (5EE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA5T-IN-PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 034100 .A PRE-GA57 CONCRETE LINTEL (8" MIN. 5R6.) 034500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A 1-1/2" H16H 5TREN6TH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A &ROUT 040513 A MORTAR 04051q A LADDER TYPE MASONRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (016A. MINA 040525 .A CONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES ® 16" O.G. .G 1/2" EXPANSION JOINT MATERIAL s SEALANT 042200 .A 8" GONGRETE MASONRY UNIT(U.N.0) .B 8" GONGRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B 6ALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) D 6ALVANIZED TUBE STEEL E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS .B GALVANIZED ANCHOR BOLTS/THRU BOLTS W/ WASHERS .G 5TAINLE55 STEEL LAG 5GREN 051223 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD PLABT105 4 COMP051TES 060523 .D 1/2" cP ANCHOR BOLT @ 52" D.G. MAX. N/ 6" MIN. EMBEDMENT .E 3/4" (P HOOKED ANCHORS N/ 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 06421q A PLASTIC LAMINATE FACED AD. PLANKS DIV15ION 7 - THERMAL 4 MOISTURE PROTECTION 011500 A W.R. 6RAGE ICE $ WATER SHIELD B N,R. 6RAGE PERMA BARRIER MEMBRANE 011400 .A 5I7UMA5TIC WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE GEOTEXTILE WATERPROOFING 012115 A 5/4" RIGID INSULATION $ VAPOR BARRIER 012116 A 3 1/2" BATT INSULATION (R-11) .B 6" BATT INSULATION (R-Iq) 072126 A WATER BLOWN FOAM INSULATION (R-38) N/ THERMAL BARRIER A5 REOV. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 072500 .A W.R. 6RAGE PERMA BARRIER FLA5HIN6 .B 10 MIL. GLA55 "A" 5TE60 WRAP VAPOR RETARDER G 30# FELT 074213 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA57) .B S1 PLAIT FARAD 1 ENE 20 76/30 76 ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FIN15H PLY OF PARADIENE 30FRTG. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN& .G NON-COMBUSTIBLE CANT STRIP .D PARAPRO 125 FLA5HIN& SYSTEM 076200 .A 2 PIECE PRE PTO. ALUM. FLA5HIN6 .B PRE PTO. ALUM. FLA5HIN6 .G PRE PTO. ALUM, DRIP EPEE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLA5HIN& .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYCOR PLUS SELF -ADHERED FLA5HIN& 077113 A PRE -PAINTED ALUM. COPING A55EMBLY 077213 A PRE -FABRICATED ALUM. HVAG CURB 07g100 A 51LICONE SEALANT/CAULKING 4 BACKER ROD (DON 710) .B COMPRESSIBLE FILLER $ SEALANT DIV1510N 8 - OPENING5 051113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 081400 .A WOOD DOOR (5EE DOOR SCHEDULE) 064313 A ALUMINUM STOREFRONT .B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER G ALUMINUM STOREFRONT DOOR 084413 A ALUMINUM CURTAIN WALL 087100 .A ALUMINUM THRESHOLD 088100 .A 1/4" MIN. TEMPERED 6LA55 .B 1/4" MIN. SPANDREL 6LA55 DIVISION q - FINISHES 012215 A METAL FURRING $ LATHING SYSTEM B 7/8" HAT CHANNEL ® 24" O.G. (MAX.) 012216 A MTL. STUDS @ 24" O.G. (5EE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH Og2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY REGLET) .G J-STOP (FRY REGLET JDM 625) .D STUCCO CONTROL JOINT, PLASTIC OR 6ALV. MTL. Og2813 A PUR-ROCK Og2816 A 5/5" DEN5-6LA5 GOLD (&EOR61A PACIFIC) .B 5/5" DEN5-5HIELD (6EORGIA PACIFIC) G 5/5" DEN5-DEGK (GEORGIA PACIFIC) 0012g00 .A &YP5UM WALLBOARD (5EE WALL TYPES) .6 5/6" TYPE 'X' GYPSUM NALLBOARD G FRY-REGLET (ORM 625-625) D FRY-RE6LET 0g5123 A ACOUSTICAL CEILIN6 TILE Og6513 A VINYL OR RUBBER BASE Og6800 .A CARPET DIV15ION ID - SPECIALTIES 101400 A 516NA&E 102816 A MIRROR DIVISION 12 - FURNISHINGS 123600 A SOLID 5URFAGIN65 (GORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 .A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 312525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 321313 A CONCRETE WALK A revision by 0 A A klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 lu JU American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar rIr ';71l AA 0002321 ❑ Preliminary �I Permitting Set IN Construction Set Date: 05.06.15 Drawn: 5K/HE/KN Sheet: "I Of: 'r SURF (LENGTH) 1/2" MIN. - I" MAX. (SEE NOTE #I) f. S W /4II= I I-0II SILICONE SEALANT .--- BACKER ROD SURFACE 2 NOTES: I. LENGTH MUST BE A MINIMUM OF TWICE THE DEPTH. 2. JOINT SURFACE TOOLED GONGAVE. 3. DIMENSION (DEPTH) NOT TO EXCEED 1/2". 4. BACKER ROD TO BE COMPRE5SEP MIN. OF 25,o. 5. PRIME SURFACES PER MANUFACTURER REQUIREMENT5. 6. ANY JOINTS NOT MEETING THESE DIMENSIONS, WILL BE REJECTED BY THE ARCHITECT. ALL REPLAGEMENT WILL BE AT GENERAL CONTRACTOR EXPENSE. HOOK 5TRIP/CONTINUOU5 CLEAT THICKNE55 REQUIREMENTS FOR EDGE METAL AND COPINGS FACE DIMENSIONS. ALUMINUM MIN. COMPONENT 6A. 0.032 IN. 0.052 IN. 0.040 IN. 0.050 IN. 0.060 IN. 0.010 IN. MAX. VERT. FLANGE (FACE) <3 IN. 3 IN. 4 IN. 6 IN. 8 IN. 10 IN, MIN. GONT, CLEAT 6A. NOT REQ'D. 0.040 IN. 0.050 IN. 0.060 IN. 0.070 IN. 0.080 IN. I� N.T.5. 51I = I1_O II 5ONNEBORNE HML 5000 OR EQUAL — Og2423.A (TYP) ZING GTD. OR PVG CONTROL JOINT NOTE: -ONLY IF REQ'D. EXTERIOR 5/8" DEN5-6LA5 GOLD V.B. (TYP.) GALVANIZED METAL LATH 5/4" MIN, STUCCO L- 5-SE E31DALTERNATIVE) EXTERIOR GALVANIZED STEEL PPG 1 DIMETGOTE 21-5 WATER -BASED PP6 I AMERGOAT 220 WATERBORNE INORGANIC -ZING SILICATE PRIMER ACRYLIC TOPCOAT (WITH AMERGOAT 85(o ADDITIVE) E3ENJAKE FAINT SPEGIFIGATIONS SURFACE PRIMER FINISH BRAND # GOATS PRODUCT BRAND # GOATS PRODUCT GYPSUM WALL BOARD: FLAT BENJAMIN MOORE I E00-5PEG AB #372 BENJAMIN MOORE 2 EGO-5PEG AB FLAT #373 GYPSUM WALL BOARD: E665HELL BENJAMIN MOORE I EGO-5PEG AB #372 BENJAMIN MOORE 2 EGO-5PEG AB EGG #3-74 GYPSUM WALL BOARD: 5EM1-61-055 BENJAMIN MOORE I EGO-5PEG AB #372 BENJAMIN MOORE 2 EGO-5PEG NB SEMI #376 z O v 6YP5UM WALL BOARD: 6L055 BENJAMIN MOORE EGO-5PEG AB #372 BENJAMIN MOORE >L v w WOOD TRIM: PAINTED 5EMI-61-055 BENJAMIN MOORE I ECO-5PEG AB #372 BENJAMIN MOORE 2 EGO-5PEG AB SEMI #316 z O WOOD TRIM: PAINTED 6L055 BENJAMIN MOORE I EGO-5PEG AB #372 BENJAMIN MOORE 2 5UPER-5PEG 6LO55 #P28 v O WOOD TRIM: CLEAR 2 BENWOOD POLY #428 ly z CONCRETE BLOCK: FLAT CONCRETE BLOCK: 5EMI-61-055 CONCRETE BLOCK: SLO55 SURFACE PRIMER FINISH BRAND # GOATS PRODUCT BRAND # GOATS PRODUCT GALVANIZED STEEL CONNECTORS BENJAMIN MOORE I ACRYLIC PRIMER BENJAMIN MOORE 2 DTM ACRYLIC 56 #P2q WOOD/TRIM/SIDING: FLAT BENJAMIN MOORE I FRESH START #023 BENJAMIN MOORE 2 5UPER-5PEG FLAT #171 WOOD/TRIM/SIDING: LOW LUSTRE BENJAMIN MOORE I FRESH START #025 BENJAMIN MOORE 2 5UPER-SPEC, LOW LUSTRE #185 O WOOD/TRIM/SIDING: 5EMI-61-055 BENJAMIN MOORE I FRESH START #025 BENJAMIN MOORE 2 5UPER-5PEG SEMI -GLOSS #110 z dz o O CEMENT FIBER: FLAT BENJAMIN MOORE I FRESH START #025 BENJAMIN MOORE 2 5UPER-5PEG FLAT #171 p 0 (JAMES HARDIE PRODUCTS) a CEMENT FIBER: LOW LUSTRE BENJAMIN MOORE FRESH START #023 BENJAMIN MOORE 2 5UPER-5PEG LOW LUSTRE #185 w kn (JAMES HARDIE PRODUCTS) CEMENT FIBER: SEMI-61-055 BENJAMIN MOORE I FRESH START #023 BENJAMIN MOORE 2 5UPER-5PEG 5EM1-6LO55 #170 (JAMES HARDIE PRODUCTS) STUCCO: FLAT BENJAMIN MOORE I ACRYLIC 5ELAER #066 BENJAMIN MOORE 2 5UPER-5PEG FLAT #171 5TUGGO: LOW LUSTRE BENJAMIN MOORE I ACRYLIC 5ELAER #O66 BENJAMIN MOORE 2 5UPER-5PEG LOW LUSTRE #155 Pros f NT (N6 NOTES: I. SEE SEPARATE INTERIOR FINISH MANUAL FOR PAINT COLORS. 2. ALL CEILING5 (U.N.0) TO BE FLAT FINISH 3. ALL WALL5 TO BE SATIN FINISH 4. ALL ALUM. FLA5HIN6, TRIM ETC. TO BE FACTORY PAINTED. 5. ALL MISC. STEEL TO BE HOT DIPPED GALVANIZED AND PAINTED, MTL. STUD WALL 3-1/2" (R-11) MIN. BATT INSULATION 5/8" MIN. G.W.B. PAINT GMU/MA50NRY WALL K2 P.T. FURRING STRIPS @ 16" O.G. J.N.O.) 1-1/2" (R-___ MIN.) RI61D INSULATION 5/8" MIN. G.W.B. 5/8" M PAINT CMU/MASONRY WALL ' CLIP5 ® 16" O.G. (U.N.O.) 1-1/2" (R-____ MIN.) R161D INSULATION /8" MIN. G.W.B. I. SHOP ORMINC75 (5 COPIES MAX.) TO BE PROVIDED TO ARCHITECT FOR REVIEW AFTER THEY HAVE BEEN REVIEWED AND 516NED/DA7ED BY THE G.G./G.M., AND SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: (ELECTRONIC FILES AT THE P15CRES51ON OF THE ARCHITECT WILL BE PROVIDED THRU THE (7.G./ G.M. TO THE 5U5-CON7RAC7OR FOR USE IN DRAWING ANY SHOP DW65). SEE MEP DRAWINGS FOR ANY ADDITIONAL SUBMITTALS REQUIRED. MA50NRY 5UBMITTAL5a A) SUBMIT PROPOSED GROUT MIX DE516N PRIOR TO CONSTRUCTION. B) SUBMIT PROPOSED MORTAR MIX DE516N PRIOR TO GONSTRUGTION. G) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LI575 AND BEND DIASRAM5. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS. D) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH ASTM C 140. PRECAST CONCRETE U-1mINTEL S AND SILL SUBMITTALS. A) PROVIDE MANUFACTURER'S GATALO6 ENGINEERING DATA. B) MANUFACTURER SHALL RATE U-LINTEL UNITS FOR GRAVITY, UPLIFT, AND LATERAL LOADS IN UNITS OF POUNDS PER LINEAR FOOT. CAST IN PLACE CONCRETE 5UBMITTAL5: A) INTENDED U5A6E AND LOCATION FOR EACH TYPE B) MIX DE516N FOR EACH TYPE G) CEMENT CONTENT IN POUND5-PER-CUBIC YARD D) COARSE AND FINE AGGREGATE IN POUND5/(,UBI0 YARD E) WATER CEMENT RATIO BY WEIGHT F) CEMENT TYPE AND MANUFACTURER 6) SLUMP RANGE H) AIR CONTENT 1) ADMIXTURE TYPE AND MANUFACTURER J) PERCENT ADMIXTURE BY WE16HT K) 5TRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DE516N. L) COMPLETE DETAIL AND PLACING SHOP DRAWIN65 FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS (IE. TOP OF CONCRETE) M). SUBMIT MATERIALS AND METHOD OF CURING FOR REVIEW. STRUCTURAL PRECAST CONCRETE A. SUBMIT SHOP DRAWIN65, DESIGN LOAD DATA, AND SUPPORT REACTIONS OF PRECAST ELEMENTS AND THEIR CONNECTIONS 516NF-D AND SEALED BY AND ENGINEER LICENSED IN THE PROJECT STATE. REVIEW SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND 51ZE5 OF MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DE516N LOAD5 AND CONTRACT DOCUMENT DETAILS. 5UGH REVIEW SHALL NOT RELIVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR THE DE516N OF THE PRECAST AND PRECAST CONNECTIONS NOT SPECIFIED IN THE CONTRACT DOCUMENTS. B. SUBMIT REACTIONS OF ALL PRECAST ELEMENTS SUPPORTED BY STRUCTURAL ELEMENTS SHOWN ON THE DRAWING5. STRUCTURAL STEEL: I. SUBMITTALS: CONTRACTOR SHALL 5UBMI7 DETAILED SHOP DRAWIN65 SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELD5, BOLTS, ETC., AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL 57EEL FRAMING. ALL CONNECTIONS NOT 5HOWN ON THE STRUCTURAL DRAWIN65 SHALL BE BY THE RETAILER AND SUBMITTED ON SHOP DRAWING5, SIGNED AND SEALED BY A REC7157ERF-D FLORIDA DELEGATED ENGINEER. METAL DEGKlNG: I. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWIN65 SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELD5, SEAM WELD5, INTERMEDIATE WELD5, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, 5UMP5 FOR DRAINS, ETC. OPEN WE5 STEEL JOISTS. I. SUBMIT COMPLETE SHOP DRAWING5 FOR ALL JOISTS, BRIDGING, ALL CONNECTIONS AND ACCESSORIES, AND A LETTER, SIGNED AND 5EALE0 BY THE DELEGATED ENGINEER, CONFIRMING COMPLIANCE WITH THE DESIGN CRITERIA AND ALL APPLICABLE CODES. COLD -FORM 5TEEL FRAMING; I. CONTRACTOR TO SUBMIT THE FOLLOWING: A) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL FRAMING SYSTEM. CALCULATIONS SHALL COVER ALL STUDS, JAMB STUDS, RUNNER TRACK, BRACING, ATTACHMENT OF LIGHT GAUGE FRAMING TO LIGHT GAUGE FRAMING, AND ATTACHMENT OF LIGHT 6AU6E FRAMING TO CONCRETE OR STRUCTURAL STEEL. B) SUBMIT DETAILED SHOP DRAWING5 FOR STEEL FRAMING SHOWING THE TYPE AND SPACING OF ALL MEMBERS. ALL ATTACHMENTS SHALL BE CLEARLY DETAILED ON THE DRAWING5. INDICATED SUPPLEMENTAL STRAPPING, BRAGIN6, CLIPS, AND OTHER ACCESSORIES REQUIRED FOR PROPER INSTALLATION. G) SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED DRAWIN65, 2. SUBMITTALS SHALL BEAR THE SEAL OF THE DELEGATED ENGINEER. 3. 5UBM17ED SHOP DRAWIN65 MUST BE CHECKED AND 516NED BY THE GENERAL CONTRACTOR. (5EE MEP FOR SEPARATE LIST) a I hZZ 221 1 m__ I = m 0 DOWN I. THE STRUCTURAL SYSTEM 15 UNSTABLE UNTIL ALL GONNEGTION5 HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DE516N 5TREN6TH, A5 SHOWN IN THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM 15 COMPLETED. TH15 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, &UY5 OR TIE DOWN5 THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EX15TIN6 STRUCTURE AS REQUIRED, CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION, 4. APPLICABLE BUILDING CODE: 2010 FLORIDA BUILDING CODE. 5. 6RAVITY DE516N LOA05: SUPERIMPOSED AREA LIVE LOAD TOTAL DEAD LOAD ROOF 20 PSF 25 P5F b. WIND DE516N CRITERIA: ULTIMATE BASIC WIND SPEED: VOLT = 145 MPH (3 SECOND 6U5T). EQUIVALENT NOMINAL BASIC WIND SPEED VA5D = 113 MPH (3 SECOND 6U5T). RI5K CATEGORY = II EXP05URE CATEGORY = G ENCLOSED BUILDING INTERNAL PRE55URE COEFFICIENT, &GPI= +/-O.IS 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACGORDANGE WITH THE REFERENCED BUILDING CODE. 8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWIN65, q. CONTACT ENGINEER WITH ANY QUESTIONS OR 015GREPANGIE5 FOUND ON DRAWIN65. 10. CONTRACTOR TO VERIFY ALL EXI5TIN6 DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 11. SUBMIT SHOP DRAWIN65 AS REQUIRED HEREIN. ALLOW FOR TWO WEEK5 REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY TH15 FIRM, ALL SUBMITTALS SHALL BE CHECKED AND 516NED BY THE GENERAL CONTRACTOR AND 5I6NED/5EALED BY THE DELEGATED ENGINEER, WHERE SPECIFIED HEREIN. 12. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OM15510N5 IN SHOP DRAWIN65 OR MIX DE516N5 BY THE EN61NEER'5 REVIEW THEREOF. 15. ANY GHANGE5 TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. 14. CONTRACTOR SHALL NOTIFY TH15 OFFICE WHEN THE E,TRUGTURAL SYSTEM 15 SUBSTANTIALLY COMPLETED, AND BEFORE 5HEATHIN6, CEILINGS, OR ROOFING 15 INSTALLED. I. EXTERIOR GLAZED OPENIN65 SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRINCIPLES AND GOVERNING CODES. 2. THIS BUILDING HAS BEEN DE516NED AS "ENCLOSED". REFER TO THE STRUCTURAL DRAWING5 FOR COMPONENTS AND CLADDING MINIMUM DE516N WIND PRESSURES, 3. IF TH15 SITE 15 LOCATED WITHIN A WIND BORNE DEBRIS REGION, A5 5HOWN IN FIGURE IbOq OF THE FLORIDA BUILDING CODE, ALL EXTERIOR GLAZED OPENINGS SHALL BE DE516NED AND TESTED FOR M1551LE IMPACT OR PROTECTED BY APPROVED 5GREEN5 OR SHUTTERS. 4. A LIGEN5ED PROFE55IONAL ENGINEER SHALL PE516N THE EXTERIOR GLAZED SYSTEMS, SHOP DRAWIN65, AND OVERSEE ANY LOAD TESTING. 5. 516NED AND 5EALED SHOP DRAWIN65, NOTICE OF ACCEPTANCE (NOA), OR FLORIDA PRODUCT APPROVAL DOCUMENTATION SHALL BE SUBMITTED IN AGGORDANGE WITH THE ARCHITECT'S REQUIREMENTS. FrW I. WHERE NOTED HEREIN, A LICENSED PROFF-55IONAL (DELEGATED) ENGINEER SHALL BE RETAINED TO DE516N THE PRODUCT OR ASSEMBLY. 2. THE DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DE516N OF THE REFERENCED PRODUCT OR ASSEMBLY. 3. THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWING5 AND SPECIFICATIONS. 4. IT 15 THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE ENGINEER OF RECORDS WRITTEN ENGINEERING REQUIREMENTS AND AUTHORIZATION FOR THE DELEGATED ENGINEERING DOCUMENT TO DETERMINE THE APPROPRIATE SCOPE OF ENGINEERING. 5. THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WITH THE WRITTEN ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER OF RECORD. THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND THE CRITERIA USED A5 A BA515 FOR ITS PREPARATION. IF A DELEGATED ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN EN6INEERIN6 REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD, THE DELEGATED ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF RECORD FOR RE50LUTION OF CONFLICTS. 6. THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING DOCUMENT TO THE ENGINEER OF RECORD FOR REVIEW. ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE IYPRE55ED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AND INCLUDE: A) DRAWIN65 INTRODUGIN6 ENGINEERIN6 INPUT SUCH AS DEFINING THE CONFIGURATION OR STRUCTURAL CAPACITY OF STRUCTURAL COMPONENT5 AND/OR THEIR ASSEMBLY INTO STRUCTURAL SYSTEMS. B) CALCULATIONS. I. A SUBSURFACE INVE5TI6ATION 15 BEING COMPLETED AT THE PROJECT 51TE BY DRI66ER5 ENGINEERING SERVICES INC. 501L BORING L065 AND 51TE PREPARATION PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT #DE5-15gg62P. WHICH WILL BE AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. 2. 51TE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT. 3. CONTRACTOR SHALL REVIEW THE 501L5 REPORT AND VERIFY THAT TEST BORIN65 HAVE BEEN DONE UNDER ALL BUILDIN&(5) PRIOR TO BEGINNING EARTHWORK. 4. INFORMATION FROM GEOTEGHNICAL REPORT: A) DESIGN 501L BEARING PRE55URE = _________ PSF. [TO BE VERIFIED W/ REPORT] B) ESTIMATED MAXIMUM SETTLEMENT = _________ INGHE5. [TO BE VERIFIED W/ REPORT] G) ESTIMATED DIFFERENTIAL SETTLEMENT = ------- INCHES. [TO BE VERIFIED W/ REPORT] 5. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY ADDITIONAL TE5TIN6. A) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED 5UB6RADE AND COMPACTED FILL. B) ONE DENSITY TEST AT EACH COLUMN FOOTING. G) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. 6. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 1. FOUNDATION WALL5 THAT RETAIN EARTH SHALL BE BRACED A6AIN5T BAGKFILLING PRE55URES UNTIL FLOOR 5LAB5 AT TOP AND BOTTOM ARE IN PLACE. 5. THE 51DE5 OF FOOTINC75 MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, GLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED. q. EXERCISE CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. FOLLOW THE REGOMMENDATION5 IN THE 501L5 REPORT AND DOCUMENT EXI5TIN& CONDITIONS WITH PHOTOGRAPH5 PRIOR TO 5TARTIN6 WORK. 10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITY LINES, TANKS, ETC. WITHIN THE CONSTRUCTION AREA AND RELOCATE THEM AS DIRECTED BY THE CIVIL ENGINEER. I. ALL GA5T-IN-PLAGE GONGRETE WORK INCLUDES REINFORCING STEEL AND RELATED WORK 5HOWN INCLUDING FORMWORK, 5ETTIN6 ANGHOR BOLTS, PLATES, FRAMES, DOWEL5 FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE. 2. APPLIGABLE STANDARDS AGI NUMBER TITLE III STANDARD 5PECIFIGATION5 FOR TOLERANCES FOR CONCRETE GON5TRUGTION 226 GROUND GRANULATED BLAST -FURNACE SLAG 301 STANDARD 5PEGIFIGATION5 FOR STRUCTURAL CONCRETE FOR BUILDIN65 502 GUIDE FOR GONGRETE FLOOR AND SLAB CONSTRUCTION 504 GUIDE FOR MEASURING MIXING, TRANSPORTING AND PLAGING GONGRETE 304.2R PLAGING GONCRETE BY PUMPING METHODS. 505R HOT WEATHER CONGRETIN6 306R GOLD WEATHER GONGRETING 506 STANDARD PRACTICE FOR CURING GONGRETE 30IR GUIDE FOR CONSOLIDATION OF CONCRETE 315 MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES 315 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 341 RECOMMENDED PRAGTIGE FOR GONGRETE FORMWORK GR51 NUMBER TITLE (03 RECOMMENDED PRACTICE FOR PLAGIN(5 REINFORCING BARS 3. CONCRETE MATERIALS A) PORTLAND GEMENT - A5TM G 150, TYPE 1 B) A66REGATE5 - NORMAL WEIGHT CONCRETE, COARSE AND FINE, A5TM G33. G) AIR -ENTRAINING - A5TM 6260 D) WATER REDUCING - A5TM G4g4, TYPE A E) WATER - FRESH, GLEAN AND POTABLE F) NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAINING CHLORIDES WILL BE PERMITTED 6) FLY-A5H - A5TM G615, GLASS F, 20% MAXIMUM OF GEMENTITIOU5 MATERIAL BY WEIGHT, DO NOT USE FOR EXPOSED 5LA55 OR ARCHITECTURAL CONCRETE. H) SUPER PLASTICIZER - A57M G4g4, TYPE F OR 6, WHERE AUTHORIZED BY THE ENGINEER. 1) GROUND GRANULATED BLAST -FURNACE SLAG GEMENT - A5TM GgSq, 50% MAXIMUM BY WE I &HT. J) MAXIMUM AGGREGATE 51ZE - F0071N65 = #5I, OTHERS #67 4. REINFORGING MATERIALS A) DEFORMED BARS - A5TM A615, GRADE 60 B) SMOOTH DOWELS - A57M A615, PLAIN BARS, MINIMUM YIELD 5TRENGTH OF 60,000 P51. G) WELDED WIRE FABRIC - A57M AI85, PLAIN WIRE FABRIC IN FLAT 5HEET5 ONLY. D) ACCESSORIES TO CONFORM TO AGI 515. E) WHERE CONCRETE SURFACES ARE EXPOSED, MAKE TH05E PORTIONS OF ALL ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WITHIN 1/2 INCH THEREOF, OF PLASTIC, OR 57AINLE55 STEEL. 5. PROVIDE THE FOLLOWING MINIMUM CONCRETE STRENGTHS AT 28 DAYS: A) FOOTINGS, SLAB -ON -GRADE -------------------- 5000 P51 B) MA50NRY WALL BEAMS, TIE COLUMNS ------------ 4000 P51 G) FORMED COLUMNS, WALL5, BEAMS 8 5LAB5------- 4000 1-51 6. CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE 5PEGIFIGA7ION5 FOR READY -MIXED CONCRETE A5TM C14. I. REQUIRED SLUMP = 4 PLUS OR MINUS ONE INCH. 5. CONCRETE MUST BE PLACED WITHIN qO MINUTES OF BATCH TIME. WHEN AIR TEMPERATURE 15 BETWEEN b5 AND g0 DE6REE5 F, REDUCE MIXING AND DELIVERY TIME TO 75 MINUTES. WHEN AIR TEMPERATURE 15 HI&HER THAN q0 DEGREES F, REDUCE MIXING AND DELIVERY TIME TO 60 MINUTES. g. DO NOT ADD WATER AT THE JOB 51TE WITHOUT APPROVAL OF THE PROJECT SUPERINTENDENT. DO NOT EXCEED THE SLUMP LIMITATION. USE ONLY GOLD WATER FROM THE TRUCK TANK. ANY ADDED WATER MU57 BE INDICATED ON THE DELIVERY TICKET PLUS THE NAME OF THE PERSON AUTHORIZING. TE57 CYLINDERS SHALL BE TAKEN AFTER THE ADDITION OF WATER. 10. LAP SPLICE REINFORCING PER CONCRETE LAP SCHEDULE MINIMUM UNLE55 OTHERWISE 5HOWN OR NOTED. 11. PROVIDE CORNER BARS AT ALL WALL FOOTING, WALL AND BEAM CORNERS. SIZE AND NUMBER TO MATCH HORIZONTAL BARS. 12. PROVIDE FOUNDATION DOWELS TO MATCH 51ZE AND NUMBER OF VERTICAL BARS. EMBED DOWELS TO: A) 3" ABOVE BOTTOM OF FOOTINGS 15. REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE. 14. REINFORCING BAR COVER A) FOOTINGS 2" (TOP), 3" (SIDES AND BOTTOM) B) COLUMNS AND BEAMS 1-1/2" C) 5LAB5 514" (INTERIOR), 1-1/2" (EXTERIOR) 15. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWIN65, LENGTH OF HOOK, IF REQUIRED, 15 NOT INCLUDED. 16. SELECT PROPORTIONS IN ACCORDANCE WITH AGI 301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND WITH ACCEPTABLE FINI5HIN6 PROPERTIES, DURABILITY, SURFACE HARDENERS, APPEARANGE, AND 57RENGTH REQUIREMENTS REQUIRED BY THESE SPECIFICATIONS. 17. CHAIR WELDED WIRE FABRIC REINFORCING AT 3'-0" ON CENTER MAXIMUM IN EACH DIREGTION. 15. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA 15 AVAILABLE: A) 4000 P51, 28-DAY COMPRESSIVE 5TRENGTH; W/C RATIO, 0.44 MAXIMUM (NON -AIR -ENTRAINED), 0.36 MAXIMUM (AIR -ENTRAINED). B) 5000 P51, 25-DAY COMPRESSIVE 5TRENGTH; W/G RATIO, 0.58 MAXIMUM (NON -AIR -ENTRAINED), 0.47 MAXIMUM (AIR -ENTRAINED). Iq. DATA TO BE SUBMITTED: A) INTENDED U5A6E AND LOCATION FOR EACH TYPE B) MIX DE516N FOR EACH TYPE G) CEMENT CONTENT IN POUNDS -PER -CUBIC, YARD D) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC, YARD E) WATER CEMENT RATIO BY WEIGHT F) CEMENT TYPE AND MANUFACTURER 6) SLUMP RANGE H) AIR CONTENT 1) ADMIXTURE TYPE AND MANUFACTURER J) PERCENT ADMIXTURE BY WEIGHT K) 5TREN6TH TEST DATA REQUIRED TO ESTABLISH MIX DE516N. L) COMPLETE DETAIL AND PLAGING SHOP DRAWING5 FOR ALL REINFORGIN& STEEL INCLUDING ACCE55ORIE5 THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS (IE. TOP OF CONCRETE) 20. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDIN6 THE GON5TRUCTION OF FORMWORK, SHORING AND RE-5HORING IN ACCORDANCE WITH AGI 347. A) FORM AND SHORING DESIGN BY A P.E. RE6I5TERED IN THE STATE OF FLORIDA. 21, SUBMIT FORM WORK AND SHORING DRAWIN675 TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 22. CONSTRUCTION JOINTS NOT 5HOWN ON THE DRAWIN65 MUST BE MADE AND LOCATED TO LEAST IMPAIR THE 5TRENGTH OF THE 5TRUGTURE. A) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, GIRDERS AND SLABS. B) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN 15 SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER. 23. INTERNAL VIBRATION, PROPERLY APPLIED 15 THE REQUIRED METHOD OF GON5OLIDATIN5 PLASTIC CONCRETE. 24. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALL5 UNLE55 OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 25. GONTRAGTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECE55E5 A5 REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED. NO SLEEVE, OPENIN65, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMN UNLE55 APPROVED BY THE ENGINEER. 26. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS INCLUDING, BUT NOT LIMITED TO, ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING GONCRETE. NOTIFY ENGINEER OF ANY GONFLIGT5 WITH REBAR. 21. SEE ARCHITECTURAL DRAWIN65 FOR REQUIRED CONCRETE FINISHES. 25. SLOPE WALKWAYS TO DRAIN AWAY FROM THE BUILDING. 21, BUILDIN6 FLOOR AND SITE 5LA55-ON-6RADE SHALL BE 4" MINIMUM THICKNESS, UNLE55 NOTED OTHERWISE. A) REINFORCED WITH 6Xb - NIA X AIA W.W.F. B) PLACED ON 10 MIL POLYETHYLENE VAPOR RETARDER. LAP 6" AND TAPE ALL JOINTS. G) 5AW-GUT CONTROL JOINTS @ LE55 THAN OR EQUAL TO 15'-0" EACH WAY. D) PROVIDE HOUSEKEEPING PADS AS REQUIRED. E) SEE DRAWIN65 FOR ANY ADDITIONAL CONDITIONS. 50. TE5TIN6 A) A QUALIFIED TE5TIN6 LAB SHALL BE RETAINED TO PERFORM QUALITY CONTROL WORK AND ON -SITE TESTING. B) SLUMP TEST - A5TM 143 C) MOLD AND CURE TEST CYLINDERS (A5TM G-31) AND TEST CYLINDERS FOR 5TREN6TH (A5TM 031). TAKE ONE TEST - FOUR CYLINDERS FOR EACH DAYS POUR OF 100 GUBIG YARD5, OR FRACTION THEREOF. TEST ONE CYLINDER AT I DAYS, TWO AT 25 DAYS AND ONE HOLD. TEST CYLINDER SAMPLES SHALL BE TAKEN AT THE POINT OF DI5GHAROE WHEN U51N6 A PUMP. D) ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO THE OWNER, ENGINEER, ARCHITECT AND GENERAL CONTRACTOR. 31. CONTRACTOR SHALL PROVIDE FLATNE55 AND LEVELNESS IN CONCRETE 5LAB5 PER AGI 302.IR, FIG. 5.1 MINIMUM REQUIRED "F" NUMBERS FOR TYPE OF SLAB USE. REFER TO AGI Ill FOR FLOOR TOLERANCES. 32. REPAIR ANY CRACKS OR DEFECTIVE AREAS THAT WILL RESTORE THE AFFECTED SURFACE OR AREAS TO THEIR FULL DESIGN STRENGTH AND APPEARANCE. CONTACT THE STRUCTURAL ENGINEER FOR ADVICE AND EVALUATION. 55. ACCEPTANCE OF THE STRUCTURE WILL BE MADE IN CONFORMANCE WITH AGI 501. 34. ALL CAST -IN -PLACE CONCRETE MUST BE MAINTAINED WITH MINIMAL MOISTURE L055 AT A RELATIVELY CONSTANT TEMPERATURE FOR A MINIMUM OF 1 DAYS FOLLOWING THE PLACING OF THE CONCRETE BY THE USE OF A WATER SPRAY, WATER SATURATED FABRIC, MOISTURE RETAINING MEMBRANE OR LIQUID CURING COMPOUND. 55. CURE 5LA55-ON-6RADE FOR THE FIRST 72 HOURS BY THE USE OF: A) FOG SPRAYING B) PONDING C) SPRINKLING D) CONTINUOUSLY NET ABSORPTIVE MATS OR FABRIC E) CONTINUE CURING BY USE OF MOISTURE RETAINING COVER UNTIL CONCRETE HAS OBTAINED ITS SPECIFIED 2b DAY COMPRESSIVE 5TREN6TH. F) OR LIQUID CURING COMPOUND AFTER FINI5HIN6 PROCE55 15 GOMPLETED. 6) CONCRETE NET CURE TIME TO BE 7 DAYS MINIMUM AT 50 DEGREES MINIMUM TEMPERATURE. 56. SUBMIT MATERIALS AND METHOD OF CURING FOR REVIEW, 57. DO NOT USE MOISTURE RETAINING CURING GOMPOUND5 FOR CURING SURFACES TO RECEIVE CARPET, FLEXIBLE FLOORING, CERAMIC TILED FLOORS OR OTHER SPECIFIED FLOOR SYSTEMS, UNLE55 IT HAS BEEN DEMONSTRATED THAT 5UGH COMPOUNDS WILL NOT PREVENT BOND. 55. DO NOT PERMIT CONCRETE NOT FULLY CURED TO BE EXPOSED TO EXCE551VE TEMPERATURE GHANGE5 OR HIGH WINDS. 3q. POUR ALL GROUND SLABS ON 10 MIL MINIMUM VAPOR RETARDER IN COMPLIANCE WITH A5TM E1145, LAPPED 6" MINIMUM AND FULLY TAPED. 40. EQUIPMENT MADE OF ALUMINUM OR ALUMINUM ALLOYS, SHALL NOT BE USED FOR PUMP LINES, TREMIE5, OR CHUTES OTHER THAN SHORT CHUTES SUCH A5 TH05E USED TO CONVEY CONCRETE FROM A TRUCK MIXER, 41. THE CODE PROHIBITS THE USE OF ALUMINUM (CONDUIT, PIPES, ETC) IN STRUCTURAL CONCRETE UNLE55 IT 15 EFFECTIVELY COATED OR COVERED FREC,A5T C.ONGRETE U-LINTEL5 AND ILL I. UNITS SHALL BE FABRICATED BY A FIRM ENGAGED IN THE MANUFACTURING OF PRECAST AND PRE-5TRE55ED CONCRETE U-LINTEL5 AND 51LL5 FOR A MINIMUM OF 5 YEARS. FABRICATOR SHALL HAVE A QUALITY ASSURANCE PROGRAM THAT COMPLIES WITH THE PROCEDURES OF MANUAL Il(o BY THE PRECA5T/PRE-5TRE55ED CONCRETE INSTITUTE PGI). 2. PLANT RECORDS OF PRODUCTION AND QUALITY CONTROL SHALL BE KEPT IN ACCORDANCE WITH PGI RECOMMENDATIONS AND MADE AVAILABLE UPON REQUEST FOR THE ARCH ITECT/EN6INEER. 3. CODES AND 5TANDAR05: A) AMERIGAN 50GIETY FOR TESTING AND MATERIAL5(A5TM) 1) G33 - SPECIFICATION FOR CONCRETE A66RE(5ATE5 2) C150 - SPECIFICATION FOR PORTLAND CEMENT B) PRECAST/PRE-STRESSED CONCRETE INSTITUTE (PGI) STANDARDS: MANUAL FOR QUALITY CONTROL FOR PRECAST AND PRE-5TRE55ED CONCRETE MNL-11(o. G) AMERIGAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (AGI 515) D) AMERIGAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR MASONRY STRUGTURES (AGI 550) 4. CONCRETE MATERIALS: A) PORTLAND GEMENT: A5TM C150 TYPE I OR 111, GRAY COLOR B) A667REGATE5: A5TM G33 G) WATER: POTABLE D) ADMIXTURES: SHALL NOT CONTAIN CALCIUM GHLORIDE OR CHLORIDE IONS 5. REINFORCING A) DEFORMED REINFORCEMENT: A5TM A615 GRADE 40 OR 60. B) PRE-5TRE551N6 STRAND: A57M A41(o 210 K51 LL. (o. U-LINTEL UNITS 14 FEET IN OVERALL LENGTH AND SHORTER SHALL BE MADE OF CONCRETE WITH A MINIMUM 5TRENGTH OF 3500 P51 AT 25 DAYS. 1. SILL UNITS SHALL BE MADE OF CONCRETE WITH A MINIMUM 5TRENGTH OF 3000 P51 AT 2b DAYS. 5. UNITS SHALL BE SAND BLOCK FIN15H EXCEPT PRE-5TRE55ED, 6" WIDE, AND 12" WIDE U-LINTEL5 SHALL BE SMOOTH FORM FINISHED. q. PRECAST CONCRETE U-LINTEL5 SHALL BE DE516NED BY A LICENSED DELEGATED ENGINEER. 10. SUBMITTALS A) PROVIDE MANUFACTURER'S CATALOG ENGINEERING DATA. B) MANUFACTURER SHALL RATE U-LINTEL UNITS FOR GRAVITY, UPLIFT, AND LATERAL LOADS IN UNITS OF POUNDS PER LINEAR FOOT. I. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO A5TM GgO, NORMAL WEIGHT, TYPE 11. MINIMUM NET COMPRESSIVE UNIT 5TRENGTH = 2000 PSI. (NET AREA COMPRESSIVE MA50NRY 5TRENGTH F'M = 1500 PSI). 2. MORTAR SHALL BE TYPE 5 AND CONFORM TO A5TM 0210 (PROPORTION OR PROPERTY SPECIFICATION) WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH AT 28 DAYS OF ISOO PSI. 3. COARSE GROUT SHALL CONFORM TO A5TM G416: A) 2500 P51 AT 25 DAYS. B) 1/4" MAXIMUM AGGREGATE. G) 5" - 11" SLUMP. 4. CODES AND STANDARDS: A) SPECIFICATIONS FOR MA50NRY STRUCTURES - AGI 530.1/A5CE (o/ TM5 602 15 INCLUDED BY REFERENCE IN ITS ENTIRETY. B) BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES - AGI 530/ A5GE 5/TM5 402. 5. A REINFORCED TIE BEAM SHALL BE PROVIDED IN ALL WALL5 5HOWN ON THE STRUCTURAL DRAWIN65 AT EAGH FLOOR, THE ROOF, AND AT TOP OF ANY PARAPET WALL. USE GALVANIZED MESH -TYPE CELL CAP5. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. 6. UNLE55 NOTED OTHERWI5E, TIE BEAMS SHALL BE AS FOLLOW5: A) ROOF LEVEL: 8" X 24" CONCRETE TIE BEAM W/ (2) #5 CONT. TOP $ BOTTOM AND #3 TIES @ 24" O.G. B) TOP OF PARAPET: (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS. 1. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT b'-O" O.G. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN 5AR5 SHALL NOT EXCEED ONE BAR DIAMETER, OR MORE THAN 1". CENTER BARS IN WALL5 U.N.O. 8. VERTICAL REINFORCIN6 SHALL BE AS SHOWN ON THE DRAWIN65. FILL CELLS WITH COARSE GROUT A5 SPECIFIED. PROVIDE AGI 10 DEGREE STANDARD HOOK5 INTO FOOTING AND ROOF TIE BEAM. LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLE55 NOTED OTHERWI5E. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MA50NRY OPENINGS. CONTINUE FOUNDATION DOWELS BELOW ALL MA50NRY OPENINGS. q. REINFORCED FILL CELLS ARE TO BE GLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. REMOVE ANY INSULATING MATERIAL FROM CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR. 10. REINFORCING BAR5 SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND GORNER5 AND WHERE BEN05 OR HOOKS ARE DETAILED ON THE PLANS. 11. REINFORCING BARS SHALL BE LAPPED PER MA50NRY LAP SCHEDULE MINIMUM (UNLE55 OTHERWISE NOTED) WHERE SPLICED AND SHALL BE WIRED TOGETHER. 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICALS. DOWEL5 SHALL BE GROUTED INTO A GORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 15. PROVIDE HORIZONTAL WALL REINFORCING (g 6A.) HOT DIPPED GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16" O.G. JOINT REINFORCING SHALL CONFORM TO A5TM A-151. 14. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOW5 FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES. RUN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE EDGE. 15. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST b" AT 5PLICE5 AND SHALL CONTAIN AT LEAST ONE GROSS WIRE OF EAGH PIEGE OF REINFORCEMENT IN THE LAPPED DISTANCE. 16. CLEANOUT5 SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. GLEANOUT5 TO BE 5AW-GUT 4" X 4". 11. &ROUT POUR HEIGHT SHALL NOT EXCEED 24'. PLACE GROUT IN 5' MAX. LIFTS HEIGHTS. 15. CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER L055 AND SETTLEMENT. lg. ALL MA50NRY FOUNDATION 5TEMWALL5 AND RETAINING WALL5 SHALL BE FULLY GROUTED. 20. STORE BLOCKS ON PALLETS AND COVER WITH PLASTIC, 5HEETIN5. 21. PLACE MASONRY IN RUNNING BOND WITH 5/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEB5 IN ALL COURSES OF PIERS, GOLUMN5, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 22. SEE DRAWIN65 FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 26'-0" O.G. AT EXTERIOR WALL5, 32'-0" O.G. AT INTERIOR WALL5 UNLE55 NOTED OTHERWI5E. 25. SUBMITTALS: A) SUBMIT PROP05ED GROUT MIX DE516N PRIOR TO CONSTRUCTION. B) SUBMIT PROP05ED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION. G) SUBMIT DETAILED SHOP DRAWIN65 OF REINFORCING 5AR5 5HOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS. D) SUBMIT COMPRESSIVE 5TREN6TH TE5T5 OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH A5TM G140. 24. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: A) SAMPLE AND TEST GROUT IN ACCORDANCE WITH A5TM CIOIq FOR EACH 5000 5Q. FT. OF MASONRY. B) SLUMP TESTS - A5TM C,145. C) MA50NRY PRI5M TEST IN ACCORDANCE WITH A5TM G1314. PROVIDE ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION AND DURING CONSTRUCTION FOR EACH 5000 5Q. FT. OF WALL. 25. PROVIDE 5" DEEP PREGA5T REINFORCED CONCRETE LINTEL5 OVER ALL MASONRY OPENIN65 NOT 5HOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 5". LINTEL WIDTH TO MATCH MA50NRY WIDTH. 26. TOPS OF PARTIALLY CONSTRUCTED WALL5 SHALL BE COVERED WITH VI5QUEEN WHENEVER RAIN OCCURS AND AT THE END OF THE WORK DAY. 0 E E s I W b-gom" m = N, I. ADHESIVE DOWELING 5OL75 SHALL BE A5TM A507 THREADED RODS WITH NUTS AND WASHER5 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE ©5ET-XPQ (FL#15730.6) OR QAT-XPA (FL#16230.1) ANCHORS BY SIMPSON 57RON6-TIE OR EQUAL. 2. ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT 5Y5TEM SUPPLIED IN MANUFACTURER'S STANDARD 51DE-BY-51DE CARTRIDGE AND DISPENSED THROUGH A STATIC -MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. ADHESIVE SHALL MEET THE MINIMUM REQUIREMENT5 OF AGI 555.4 AND IGG-E5 AC505 FOR CRACKED AND UNGRAGKED CONCRETE REG06NITION. 3. EXPANSION BOLTS SHALL BE "STRONG -BOLT 2" (FL#15731.2) OR ©WEDGE-ALLA (FL #15750.5 MASONRY ONLY). ANCHORS BY SIMP50N STRONG -TIE OR EQUAL. 4. EXPANSION BOLTS SHALL BE NON -BOTTOM BEARING, WEDGE -STYLE EXPANSION ANCHOR FOR USE IN 50LID CONCRETE OR GROUT FILLED MASONRY WITH A ONE-PIECE NON -CORROSIVE CLIP FOR UNIFORM HOLDING CAPACITY THAT INCREASES AS 7EN51ON 15 APPLIED, EXPANSION ANCHORS SHALL MEET THE MINIMUM REQUIREMEN75 OF A01355.2 AND CC-E5 AGI113 FOR GRAGKED AND UNGRAGKED CONCRETE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5. MASONRY 5GREW5 SHALL BE 1/4" DIAMETER WITH 1-1/2" MINIMUM EMBEDMENT INSTALLED IN DRILLED HOLES U51N6 AN APPROPRIATE BIT DIAMETER. 6. 5GREW5 SHALL BE MADE FROM TEN HUNDRED SERIES GOLD -ROLLED STEEL AND SHALL BE FLUOROCARBON COATED. PROVIDE "TITEN" (FL#2355-R4) 5GREW5 BY 51MP50N 57RON6-7IE OR EQUAL. 7. DRILL -IN REBAR DOWEL5 SHALL BE 5E7 U51N6 A TWO-PART ADHESIVE A5 DE5GRIBED ABOVE. 5. HEAVY-DUTY CONCRETE AND MASONRY 5GREW5 SHALL MEET THE MINIMUM REQUIREMEN75 OF AGI 555.2 AND IGG-ES AGIg3 FOR CRACKED AND UNGRAGKED CONCRETE, OR IGG-E5 AG01 FOR MASONRY. PROVIDE ©TITEN HDA (FL#15130.1 HEAVY DUTY 5GREW5 BY SIMPSON 57RONG-7IE OR EQUAL. q. NAIL5, 5GREW5, BOLTS AND/OR OTHER FASTENERS OF ANY KIND AND DESCRIPTION SHALL BE OF DOMESTIC (USA) MANUFACTURER; NO FOREIGN MADE FASTENERS, NOR FASTENERS MADE OF FOREIGN MADE MATERIALS WILL BE ALLOWED ON THE PROJECT. 5TRUC,TURAL STEEL I. STRUCTURAL STEEL SHALL CONFORM TO THE A15C "5PECIFIGATION FOR BUILDIN65% LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AW5 DI.I. ALL WELDING SHALL BE PERFORMED U51N6 E7OXX, LOW HYDROGEN ELECTRODES. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE. 3. GONNEG71ONS TO BE DOUBLE ANGLE FRAMED BEAM GONNEGTION PER A15G UNLE55 NOTED OTHERWISE. ALL BOLTS TO BE 3/4" DIAMETER UNLE55 NOTED OTHERWISE. SHOP GONNEGTION5 MAY BE WELDED OR BOLTED. WELD5 ARE TO BE EQUAL IN 5TREN6TH TO BOLTS. ALL FIELD CONNECTIONS ARE TO BE BOLTED WITH A5TM A325N OR A4g0 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS. ALL BOLTS SHALL BE TIGHTENED SNUG T16HT UNLE55 OTHERWISE NOTED. DESIGN CONNECTIONS FOR THE LARGER OF EITHER THE SHEAR SHOWN ON THE DRAWIN65, (INDICATED AS "V =K" AT ENDS OF MEMBER) OR 55% OF THE MAXIMUM LOAD(IN KIPS) LISTED IN THE TABLES FOR "MINIMUM TOTAL FACTORED UNIFORM LOADS IN KIPS FOR BRACED, SIMPLE SPAN BEAMS BENT ABOUT THE STRONG AX15" OF THE LATEST EDITION OF THE AI5C "MANUAL OF STEEL GON5TRUGTION" 4. 51ZE AND USE OF HOLES: SEE A150 TABLE J3.3. A) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATE5. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/5". HARDENED WA5HER5, TO COVER THE LARGER HOLE, SHALL BE PROVIDED. B) LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/16" C) SLOTTED HOLES: A PLATE WA5HER5 OR A CONTINUOUS BAR WITH STANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16" THICK SHALL BE PROVIDED. TACK WELD NUT TO BOLT AFTER ERECTION. 5. STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL GENTERLINE BETWEEN THE END CONNECTIONS. (b. VERIFY THE EXACT 51ZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. 1. SHOP PRIME STEEL SURFACES EXCEPT THE FOLLOWING: A) SURFACES EMBEDDED IN CONCRETE OR MORTAR. EXTEND PRIMING OF PARTIALLY EMBEDDED MEMBERS TO A DEPTH OF 2 INCHES. B) 5URFAGE5 TO BE FIELD WELDED. G) SURFACES TO BE HI6H-5TREN5TH BOLTED WITH SLIP-GRITIGAL CONNECTIONS. D) SURFACES TO RECEIVE 5PRAYED FIRE-RE515TIVE MATERIALS. E) GALVANIZED SURFACES. b. SURFACE PREPARATION: GLEAN 5URFAGE5 TO BE PAINTED. REMOVE L005E RUST AND MILL SCALE AND SPATTER, 5LAG, OR FLUX DEPOSITS. PREPARE 5URFAGE5 AGGORDIN6 TO THE FOLLOWING SPECIFICATIONS AND STANDARDS. q. PRIMING: IMMEDIATELY AFTER SURFACE PREPARATION, APPLY PRIMER AGGORDING TO MANUFACTURER'5 WRITTEN IN5TRUGTION5 AND AT RATE RECOMMENDED BY 55PG TO PROVIDE A DRY FILM THICKNE55 OF NOT LE55 THAN 1.5 MILS. USE PRIMING METHODS THAT RESULT IN FULL COVERAGE OF JOINTS, CORNERS, EDGES, AND EXP05ED SURFACES. A) 57RIFE PAINT CORNERS, CREVICES, BOLTS, WELD5, AND SHARP ED6E5. B) APPLY TWO GOAT5 OF SHOP PAINT TO INACCESSIBLE SURFACES AFTER A55EMBLY OR ERECTION. CHANGE COLOR OF 5EGOND GOAT TO 015TIN&U15H IT FROM FIRST. 10, PRIME AND PAINT ALL FIELD WELD5 AFTER INSPECTION, 11. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS. A) VISUALLY INSPECT ALL STEEL MEMBERS AND GONNEG7ION5. B) TEST 50 PERCENT OF FULL PENETRATION WELDS. 12. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 15. STEEL SHALL CONFORM TO: WIDE FLANGE (WF)(WT) ------ A5TM Agg2 (50 K51) SHAPES (L, G, MC) --------- A5TM A36 HOLLOW STRUCTURAL SECTIONS (H55) --- A5TM A500 GRADE B (REGTANGULAR 46 K51; ROUND 42 K51) ANCHOR RODS --------------- A5TM F1554 (36 K51 W/51 SUPPLEMENT) ANCHOR BOLTS -------------- A5TM A507 FRAMING BOLTS ------------- A5TM A325N OR A4gON SHEAR STUDS --------------- A5TM A105 WELDING ELECTRODES -------- E70XX 14. FASTENERS AND MATERIALS USED FOR WELDING OR OTHERWISE 5ECURIN6 GOMPONEN75 ONE TO ANOTHER SHALL BE OF DOME571C (USA MADE) MANUFACTURE, SIMILARLY, ALL MATERIALS USED IN THE MANUFACTURING PROCE55 SHALL BE FROM A DOME5710 SOURCE. 15. OPENIN65 THROUGH STEEL BEAMS SHALL BE PROVIDED A5 DETAILED ON THE DRAWINGS. ALL SUCH OPENINGS SHALL BE MACHINE GUT IN THE SHOP. ALL RECTANGULAR OPENINC75 SHALL HAVE A CORNER RADIUS OF 2 TIMES THE WEB THICKNESS, 1/2" MINIMUM, 16. SHOP AND FIELD WELD5 SHALL BE DONE BY A.W.5. CERTIFIED WELDERS. PROVIDE CURRENT CERTIFICATES UPON REQUEST. 17. NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLE55 SHOWN ON APPROVED SHOP DRAWIN65. lb. STEEL STAIRS AND/OR LADDERS SHALL BE DE516NED FOR 100 P5F LIVE LOAD BY A LICENSED DELEGATED ENGINEER, WHO SHALL SUBMIT 516NED AND SEALED SHOP DRAWIN65. SHOP DRAWIN65 SHALL SPECIFY ALL DE516N LOADS Iq. SUBMITTALS: CONTRACTOR SHALL 5UBMI7 DETAILED SHOP DRAWING5 SHOWING ALL STRUCTURAL 57EEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WEL05, BOLTS, ETC., A5 REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING. ALL CONNECTIONS NOT 5HOWN ON THE STRUCTURAL DRAWING5 SHALL BE DESIGNED BY THE DETAILER AND SUBMITTED ON SHOP DRAWIN675, 516NEID AND SEALED BY A REGISTERED FLORIDA DELEGATED ENGINEER. 20. NON-5HRINK GROUT SHALL BE: NONMETALLIC, 5HRINKA(5E-RE515TANT GROUT, PREMIXED, NON -CORROSIVE, NON-57AININ6 PRODUCT CONTAINING SELECTED 51LICA SANDS, PORTLAND CEMENT, 5HRINKA6E COMPEN5ATIN6 A6ENT5, PLA57IGIZIN6 AND WA7ER-REDUGIN6 AGEN75, GOMPLYIN6 WITH GRD-G621, CORPS OF ENGINEERS. 21. IF NOT SPECIFIED ON THE DRAWINGS, THE THROAT SIZE OF ANY FILLET WELD SHALL BE EQUAL TO 1/16" LE55 THAN THE 7HINNE57 CONNECTION COMPONENT. 22. NO FIELD WELDING OF GALVANIZED MEMBERS 15 PERMITTED. 25. MINIMUM EMBEDMENT DEPTH OF ANCHOR BOLTS: A) BEAMS, COLUMNS, WALL5 = (o" B) FOOTIN65 = 3" FROM BOTTOM 24. ERECTION A) BEFORE ERECTION, THE CONTRACTOR 15 TO REMOVE ALL MUD, DIRT OR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING HANDLING AND STORAGE. B) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED. DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER 51ZE FASTENER, WHERE 1-0551BLE. G) AFTER ERECTION, GLEAN FIELD WELD5, BOLTED CONINE( T1ON5, AND ABRADED AREAS WHERE SHOP GOAT HAS BEEN DAMAGED. SPOT AND PRIME AREAS U51N6 SAME MATERIAL AS SHOP GOAT. D) SET ALL MEMBERS 50 THAT, IN THEIR FINAL LOCATION, LEVEL, FLUMBNE55 AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY A150 CODE. E) DOUBLE CONNECTIONS THROUGH COLUMN AE55 OR AT BEAMS THAT FRAME OVER THE TOPS OF COLUMNS MUST BE DESIGNED TO HAVE AT LEAST ONE INSTALLED BOLT REMAIN IN PLACE TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM 15 BEING ERECTED. ALTERNATIVELY, THE FABRICATOR MUST SUPPLY A SEAT OR EQUIVALENT DEVICE WITH A MEANS OF POSITIVE ATTACHMENT TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM 15 BEING ERECTED. I. METAL DECK WORK SHALL CONFORM TO THE REQUIREMENT5 OF THE STEEL DECK INSTITUTE. 2. METAL ROOF DECK SHALL BE 1 1/2" DEEP, 22 GA., WIDE RIB TYPE B AND GALVANIZED. (VULCRAFT I.51322 OR EQUIVALENT.) 3. FASTEN ROOF DECK WITH 5/5" DIAMETER PUDDLE WELD5 AT EACH SUPPORT PER 36" WIDTH AND #12 TEK 5GREW5 AT MID5PAN OF 51DELAP5 AS INDICATED ON PLANS. 4. MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/b" DIAMETER PUDDLE WELD5 AT 6" O.G. SEE DETAIL 3/Ab.l. 5. METAL DECK AND SHEET METAL GOATIN6 DE516NATION: A. WITH 5TRU07URAL CONCRETE OR INSULATING CONCRETE TOPPING - 610 B. WITHOUT STRUCTURAL CONCRETE OR IN5ULATIN6 CONCRETE TOPPING - 660 6. INSTALL ALL DEGKIN6 3 5PAN GONTINUOU5. 1. USE WELD WA5HER5 FOR ALL DECKING 24 6A. AND THINNER. b. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, GEILIN65, ETC. FROM METAL DECKING. q. ROOF DECK OPENIN65 12" DIAMETER OR LARGER ARE TO HAVE SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS FOR ROOF SUMP PANS. 10. PRIME AND PAINT ALL FIELD WELD5 AFTER INSPECTION WITH A GALVANIZED TOUGH -UP PAINT. (SEE NOTE BELOW) II. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS 5HOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDIN6 END WELD5, SEAM WELD5, INTERMEDIATE WELD5, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC. 12. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL DECK WELD5 AND FASTENERS. I. THE FRAMING SYSTEM USED SHALL CONFORM TO A151 5PEGIFIGATION FOR THE DESIGN OF GOLD FORMED STEEL STRUCTURAL MEMBERS (LATEST EDITION). 2. ALL WELDING SHALL CONFORM TO AW5 D1.3 (LATEST EDITION) SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES. 3. ALL STRUCTURAL FRAMING MEMBERS, STUDS, TRACK, GLIP5 AND BRIDGING SHALL BE THE TYPE AND 51ZE 5HOWN ON THE PRAAIN65 A5 MANUFACTURED BY DIETRICH INDUSTRIES, INC. (OR APPROVED EQUAL). ALL GALVANIZED STRUCTURAL MEMBERS SHALL BE FORMED FROM STEEL THAT MEE75 THE REQUIREMEN75 OF A57M-A653 (MINIMUM YIELD 33 K51). ALL STRUCTURAL FRAMING COMPONENTS SHALL BE GALVANIZED. 4. ALL FRAMING COMPONENTS SHALL BE GUT 5QUARELY TO FIT SQUARELY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN P051TION UNTIL PROPERLY FASTENED. PREFABRICATED PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. ATTACHMENTS OF 51MILAR COMPONENTS SHALL BE DONE BY SCREW ATTACHMENT OR BOLTING. 50REW5 SHALL BE A5 REQUIRED TO INSURE THE STRENGTH OF THE CONNECTION. 5. STUDS SHALL BE SEATED SQUARELY IN THE TRACK WITH THE STUD WEB AND FLANGE ABUTTING THE TRACK WEB, PLUMBED OR ALIGNED, AND SECURELY ATTACHED TO THE FLAN6E5 OR WEB OF BOTH THE UPPER AND LOWER TRACKS. TOP OF 5LOPIN6 WALL STUDS SHALL BE GUT AT ROOF PITCH DOWN FROM WEB. 6. SPLIGE5 IN 5TUD5 SHALL NOT BE PERMITTED UNLE55 SPECIFICALLY NOTED.. 7. SHOP DRAWINGS SHALL BE PREPARED FOR ALL TRUSSES SHOWING MEMBER SIZE, SPACING, GAUGE AND ALL GONNEGTION5. SUBMITTED SHOP DRAWING5 SHALL BE 516NED AND SEALED BY A RE615TERED PROFE55IONAL ENGINEER, MASONRY REINF, LAP 50HEDULE BAR 51ZE LAP LENGTH #3 BAR Ib" #4 BAR 24" #5 BAR 30" #6 BAR 36" #1 BAR 42" NOTE: BAR LAPS BASED ON 45 BAR DIAMETERS. 5TRE55E5 DO NOT EXCEED 50%. CONCRETE BEAM TENSION LAP SPLICE SCHEDULE BAR 51ZE LOCATION CONCRETE 5TRENGTH 5,000 P51 4,000 P51 5,000 P51 #4 TOP BARS 31" 32" 21" OTHER BARS 21" 25" 22" #5 TOP 5AR5 41" 40" 36" OTHER BARS 36" 31" 25" #6 TOP BARS 56" 48" 43" OTHER BARS 43" 31" 33" #1 TOP BARS 51" loll 63" OTHER BARS 63" 54" 41" # TOP BARS q3" boll 12" b OTHER BARS 12" 62" 55" #q TOP 5AR5 105" ql" bl" OTHER BARS bill 10" 63" #10 TOP BARS Ilb" 102" ql" OTHER BARS 1 7q" 10" NOTES: I. BASED ON NORMAL WEIGHT CONCRETE 4 GRADE 60 REINFORCING BARS. 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. 3. FOR LIGHTWEIGHT AGGREGATE, MULTIPLY ABOVE VALUES BY 1.5. VERTICAL REINFORCEMENT BAR LAP SCHEDULE BAR 51ZE OMPRE5510N LAP CLASS "B" TEN51ON LAP 3000 P51 4,000 P51 5000 P51 # 5 25" 36" 51" 28" # 6 30" 43" 51" 53" # 7 55" 63" 54" 4q" # 5 40" 12" 62" 55" # q 44" bill loll 93" # 10 50" ql" 7q" 70" NOTES: I. BASED ON NORMAL WEIGHT CONCRETE # GRADE 60 REINFORCING BARS. 5TRUCJURA� NOTE5 C0NTt;.: 0� -NO "Op 0 I I I I I I 01 (D I� I I I I I I a (MONO 5LORE ROOF �(oo < 3°) /� C,0� O `iEI T AN� C1�A�� I �l LOA� Vim✓ � I A17 A�S I. a= 4'-O" 2. TH15 BUILDING 15 DE516NED A5 AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS, ETC.) MUST BE DE5IGNED TO WITH5TAND THE WIND LOADIN65 SPECIFIED FOR THE DE516N OF COMPONENTS AND CLADDING IN THE TABLES. IN ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST BE CERTIFIED FOR M1551LE IMPACT OR PROTECTED BY RIND -BORNE DEBRIS BY A SCREEN BARRIER. 5. TO CONVERT THE (A50E 1-10) ULTIMATE WIND PRESSURES IN THE TABLES ABOVE TO (A5D) WIND PRESSURES, MULTIPLY EACH VALUE BY 0.b.. ULTIMATE AIND LOA MAIN ROOF ROOFING MATERIALS COMPONENT 8 CLADDING ROOF ZONE 2 3 ULT. A5D. ULT. ASD. ULT. ASD. PRE55URE (P5F) 15.6 11.2 15.6 11.2 10.6 11.2 5UCTION (P5F) -45.a -27.5 -76.5 -46.1 -115.6 -61.4 NET ULTIMATE AINP LO MAIN ROOF ROOF 5EAM5 COMPONENT 4 CLADDING ROOF ZONE 2 3 ULT. A5D. ULT. ASP. ULT. A5D. PRESSURE (P5F) 14.7 5.8 14.7 8.a 14.7 8.8 SUCTION (P5F) -41.q -25.1 -50.a -50.5 -50.8 -50.5 ULTIMATE 6RO55 AINPLOA175 O`r'E HAN65 AN17 CANOPIES COMPONENT B CLADDING ROOF ZONE 2 3 ULT. A5D. ULT. ASP. ULT. A50. PRESSURE (P5F) 55.5 53.5 55.5 55.5 62.0 51.2 SUCTION (P5F) --7q.5 -47.7 -55.4 -55.0 -55.4 -55.0 ULTIMATE 'RIND F E U ( F) EXTERIOR DOORS, AINDOA5, WALL5 EFFECTIVE AREA (50. FT) ZONE 4 ZONE 5 PRESSURE (P5F) SUCTION (P5F) PRE55URE (P5F) SUCTION (P5F) ULT. ASP. ULT. A5D, ULT. A5D. ULT. A5D. 1-20 41.1 25.1 -45.4 -27.2 41.q 25.1 -55.q -33.5 21-50 40.0 24.0 -43.5 -26.1 40.0 24.0 -52.0 -51.2 51-100 57.6 22.6 -41.1 -24.1 37.6 22.6 -47.3 -28.4 101-150 55.7 21.4 -5a.2 -25.5 55.7 21.4 -45.5 -26.1 151-250 54.5 20.7 -55.0 -22.5 54.5 20.7 -41.5 -24.q 251 TO 500 55.4 20.0 -36.q -22.1 55.4 20.0 -55.5 -25.5 501 - ABV. 51.4 15.8 -34.q -20.q 51.4 18.a -34.1 -20.cl A revision by 0 0 0 klar and klar architects inc. 28473 u.s. 19 n. Clearwater, fl 33781 LY 4 _ in HA American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. War AA 0002321 ❑ Preliminary ® Permitting Set Construction Set Date: 05.06.15 Drawn: 5K/HE/KN Sheet: Of: ROOM NAME SCHEr%LE ROOM NO. ROOM NAME 101 ENTRY/RECEPTION 102 HALLWAY 102A WEST HALLWAY 102E EAST HALLWAY 103 PURGHA5ING OFFICE 104 PURGHA5ING ASSISTANCE OFFICE 105 PLOT ROOM 106 PROJECT MANAGEMENT OFFICE 101 ERIC'S OFFICE 108 GHAD'S OFFICE IOg SALES $ ESTIMATING OFFICE 110 FILE 5TORA6E III WOMEN'S RE5TROOM 112 MEN'5 RE57ROOM 113 BREAK ROOM 114 SERVER OL05ET 115 GONTROLLER'5 OFFICE II6 BILLS OFFICE 117 PRIVATE RE5TROOM 118 CLOSET Ilq PAYROLL/HR OFFICE 120 FILE 5TORAGE 121 ACCOUNTING OFFICE 122 CONFERENCE ROOM O IL O UNDERSIDE OF ROOF TRUSSES.-- / 25 CA. 3 5/5" MTL. 57UD5 @ 24" O.G.— 5/5" G.W.B. E.5. 3" SOUND BATT IN5UL. (TYP)— EGREE75 DOOR CAPACITY: BUSINE-55: 11 OGC UPANT5 AGGE55. STORAGE: I OCCUPANT _ (12 0GCUP.)(0.2" PER OGCUP) = 2.4" REOV. (32" PROVIDED) NOTE: UNPROTECTED, NON-5PRINKLERED OPENIN65, X>30' = NO LIMIT, PER FBG TABLE 705.8. 6 " BATT IN5ULA7ION (TYP.) --- 20 GA. 6" MTL. JOISTS @ 16" O.G. 5/5" G.W.B. USE PNEUMATIC FA5TENER5 @ 24" O.G. (TYP. @ ALL 7RACK5) II6 r - - ` '' USI N55 7 C- �° ACCESSORY 5TORA&E 1,054 GRO55 S.F. _ (56 S.F.) II TOTAL OCCUPANTS I I � IIS NOTE: 102A NO RATING PER 45 MIN. OF F.B.G. TABLE 705.8. I FFI I I I I I I I I I I I I L ----- J L ----- J L----_J 120 AGGES50RY 5TORA6E (125 S.F.) Ilq 121 NOTE: UNPROTECTED, NON-5PRINKLERED OPENING5, X>30' = NO LIMIT, PER FBG TABLE 105.5. 4011 p�L DiM�Ng\ONl (M NOTE: NON -RATED WALL PER F.B.G. TABLE 602. (FIRE SEPARATION DISTANCE 15 10'<X<20'). NOTE: UNPROTECTED, NON-5PRINKLERED OPENIN65, 20'<25' = 45% PER FBG TABLE 105.5. TOTAL WALL AREA = 2,274 5F, (2,274)(.45) = 1,023.3 = 1,025 5F (ALLOWED) 85 5F OF OPENINC75 (ACTUAL) 113 I I -WALL HUNG I L 10 HVAG Q \ AGGES50RY ACCESSORY STORAGE 152 NET S.F. = i` _ STORAGE (112 5,F) II TOTAL OCCUPANTS r-----r _I--- (206 5.F) 0 12 - O WL. _ 5'-0" r � 102 � I I I I I I I I TRAVEL DISTANCE = 85-6" (44" MIN. GLR.) L_L_1-� �-45 MIN. DR. ----------------------1 I I I I I I I I I I 105 I I L--- -J L- L - - - - - J I I 103 L__ it 104 F i U51 N55 JI OCLUFANC� 1,862 GROSS S.F. = Iq TOTAL OCCUPANTS NOT REQUIRED TO HAVE AN EXIT SIGN PER F.B.G. 1006.3.1 (EXCEPTION #10 4 NFPA 101 1.10.1.2.1. WALL TYPES 6YP5UM WALLBOARD, STEEL STUDS IHOUR FIRE / 45 TO 4q 5TG SOUND.............:::.-:.:.:..........:..._..............::::::::::::::.:-::............: ............................:::............. ONE LAYER 5/8" TYPE X 6YF51JM WALLBOARD OR GYP5UM VENEER BASE APPLIED PARALLEL OR AT RI6H7 ANGLE5 TO EACH SIDE OF 3-5/5" STEEL STUDS, 24" D.G. WITH I" TYPE 5 DRYWALL SCREWS 8" O.G. AT VERTICAL JOINT5 AND 12" O.G. AT FLOOR AND CEILING THICKNESS: 4-7/811 RUNNERS AND INTERMEDIATE STUDS. APPROX, WEIGHT: 6 F5F FIRE TEST: FM WP-45, 6-Iq-68; 05U T-1770, 8-61; JOINTS 5TA66ERED 24" ON EACH 51DE AND ON ULG 7gT484, 71IT500, 71T4g7 OPPOSITE SIDES. SOUND TESTED WITH 3 1/2" 5LA55 8-12-81, DE516N W415 FIBER FRIGITION FIT IN STUD SPACE. (NLB) SOUND TEST: NRGC bib -NV, 2-3-81 LEZ' m Uem✓ I N S r----- IOgLill 108 1,77q 6RO55 S.F. = IS TOTAL OCCUPANTS I I I F`� 102E NOTE: NO RATING PER F.B.G. TABLE 705.5. I I I I I I I I I I I I I I J L----- J 107 I I I I I OI I I I I I - ----------- NOTE: E6RE55 DOOR CAPACITY: NO RATING PER O BUSINESS: F.B.G. TABLE 105.5. Ig OCCUPANTS ACCESS. A55EMBLY: 12 OCCUPANTS ACCESS. A55EMBLY: I I OCCUPANTS ACCESS. 5TORA6E: I OCCUPANT _ (43 OGGUP.)(0.2" PER OGCUP) bb" REO'D. (32" PROVIDED) UNDERSIDE OF ROOF TAPE $ SEAL DECK. ALL JST. TRU55 PENETRATIONS kc 5/8" (MIN) TYPE X G.W.B. FIN. CLG. O/ MIN 5 5/8" 25 GA. MTL. (SEE PLANS) 5TUD5 ® 24" O.G. 3" SOUND BATT USE PNEUMATIC IN5UL. (TYP.) FA5TENER5 @ 24" O.G. (TYP. @ ALL TRACKS) F.F. GA FILE NO. WP 1012 ) I W� N.T.5. UNDERSIDE OF ROOF E67RE55 DOOR CAPACITY: BUSINESS; I8 OCCUPANTS ACCESS. 5TORA6E: I OCCUPANT _ (Iq OGCUP.)(0.2" PER OGGUP,) = 3.8" REOV. (52" PROVIDED) NOTE: UNPROTECTED, NON-5PRINKLERED OPENIN65, X>30' = NO LIMIT, PER FBG TABLE 705.8. BRACE AS REO'D (TYP.) FIN. CL6. _�" �/ 3" SOUND GATT (SEE FLANS) INSUL. (TYP.) 5/8" (MIN.) G.W.B. E.S. USE PNEUMATIC OF 25 GA. MTL. STUDS FASTENERS ® 24" O.G. 24" O.G. (MAX). (TYP. ®ALL TRACKS) F.F. �wo N L CO)"N RA7"=0V/N`0N LCA:� BR6 �NALL_ N.T.S. NOTES: I. SEE PLAN FOR SIZE OF MTL STUDS. 2. ALL INTERIOR WALL5 ARE 'WO', U.N.O.. 5. ALL INTERIOR WALL5 TO HAVE 3" SOUND BATT INSULATION. 4. 5/8" (MIN.) DEN5-5HIELD TILE BACKER TO BE INSTALLED BEHIND ALL WALL TILE. 5, G.G. TO COORDINATE ANY BLOCKING IN51DE WALL5 FOR ANY WALL MOUNTED FIXTURES. L CCDES. -FLORIDA BUILDING CODE, 2010 EDITION (FBG). -FLORIDA 51JILDIN6 CODE, ACCE551BILITY, 2010 EDITION, -FLORIDA FIRE PREVENTION CODE, 2010 EDITION (FFPG)/ NFPA 101, LIFE 5AFETY CODE, 2012 EDITION (NFPA). GONSTRUC,TION GLA55 I ,T I N -NEW CONSTRUCTION TYPE VB, NOT SPRINKLED. 0 U ' N 55I CAT N -BU51NE55 100 S.F. 6RO55/PER50N UN LOAD TOTAL BUILDING AREA = 5,g61 S.F. -BUSINESS "GROSS FLOOR AREA" = 4,125 S.F. 1,084/100 0RO55 = 10.84 = II OCCUPANTS 1,862/100 GRO55 = 18.62 = Iq OCCUPANTS 1,77g/100 GRO55 = 11.71 = IS OCCUPANTS TOTAL BU51NF-55 = 48 OCCUPANTS -ACCESSORY A55EMBLY AREAS = 332 NET S.F. 152/15 NET = 10.15 = 11 OGGUPAN75 150/15 NET = 12 OCCUPANTS TOTAL ACCESSORY ASSEMBLY = 23 OGGUPANT5 -ACCESSORY 5TORA6E AREAS = 477 GROSS S,F. 123+36/300 6RO55 = 0.55 = I OCCUPANT 112/300 GROSS = 0.37 = I OCCUPANT 206/300 6RO55 = 0.61 = I OCCUPANT TOTAL 5TORAGE = 3 OCCUPANTS TOTAL DESIGN OCCUPANT LOAD = 74 OCCUPANTS (MIN. 2 EXITS REG'D. PER FBG TABLE 1021.1) (ACTUAL 3 EXITS PROVIDED) -OCCUPANT LOAD = 74 OCCUPANTS 74/5 EXITS = 24.6 = 25 PER5ON5 PER EXIT �i,NS OF ECG 55 (BUILDING NOT SPRINKLED) -MAX TRAVEL DISTANCE = 200' (FBG TABLE I016.1) -COMMON PATH OF E61RE55 15MAX. (FBG 1014.3) -DEAD-END CORRIDOR 20' MAX. (FB(f, 1018.4) -MIN. CORRIDOR WIDTH 44" CLEAR REOV. (FBG 1018.2) -CORRIDORS NOT REOV TO BE RATED PER FBG 1015.1, EXCEPTION #4 $ NFPA 38.3,6.1, EXCEPTION #2. -MIN. CLEAR OPF-NINC75 FOR EXIT DOORS 52" (ACTUAL 34") -MAX. OVERALL DIA60NAL DIMEN51ON = 144'-10 1/2" -MIN. SEPARATION OF EXITS = (NOT APPLICABLE PER DE516N) FIRE ,T I NU 15H 5 -THE NUMBER AND LOCATIONS OF FIRE EXTINGUI5HER5 ARE TO BE DETERMINED AND INSTALLED IN ACCORDANCE OF NFPA 10 BY A LICENSED FIRE EXTIN6UI5HER COMPANY PRIOR TO CERTIFICATE OF OCCUPANCY. INTERIOR IN155 -FLOOR FINISH MATERIALS TO BE GLA55 I OR II IN ACCORDANCE W/ FBG 804 AND NFPA 255. -INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE W/ A5TM E 84 PER FBG 805 AND MEET THE REQUIREMENTS PER OCCUPANCY OF FBG TABLE 803.5. -ALL OTHER FIN15H MATERIALS TO BE GLA55 "A" FIRE DEFT. 51 N -6.G. TO PROVIO5E 516N TO COMPLY WITH FL ADMINISTRATIVE GORE 61A-60.008. -APPROVED 5YMB0L FOR 516N 15 A MALTESE CROSS MEASURING 8"X8", OF A BRIGHT RED REFLECTIVE COLOR DE516NED IN ACCORDANCE WITH THE IMAGE BELOW. -516N SHALL BE MOUNTED WITHIN 24" ON EITHER 51DE OF THE ENTRY DOOR AND LOCATED 4'-0" (MIN.) A.F.F. TO BOTTOM OF SI6NA6E AND 6-0" (MAX.) A.F.F. TO THE TOP OF THE 51GNA6E. d �_ (a 8" 11 LIGHT -FRAME "ROOF" ONLY -CONTRACTOR TO GET APPLICATION FROM FIRE MARSHAL FOR ACCESS BOX FOR FIRE DEFT. (PER NFPA 1 10.12.1). -6.C. TO PROVIDE 51X INCH TALL IDENTIFICATION NUMBERS ON THE FRONT OF THE BUILDING. GORRD I NATE W/ ARCHITECT ON EXACT LOCATION FLUME31N(5 FIXTUULATIONS BUILDING TOTAL OCCUPANTS = 74 OCCUPANTS 74/2 = 37 MEN; 37 WOMEN -TOILETS: (FBG PLUMBING TABLE 403.1) MEN: 37/25 FOR 15T 50 OCCUPANTS = 2 TOILETS REOV. (50% URINAL SUBSTITUTION ALLOWED PER FBG PLUMBING 41q.2) ACTUAL = I TOILET $ 1 URINAL PROVIDED. WOMEN: 37/25 FOR 15T 50 OCCUPANTS = 2 TOILETS REa'D. ACTUAL = 2 TOILETS PROVIDED. -LAVATORIES: (FBG PLUMBING TABLE 403.1) 37/40 FOR 15T 80 OCCUPANTS = I LAV5. FOR MEN $ WOMEN ACTUAL = 2 LAVATORIES PROVIDED, LE6END I HR. RATED WALL: EXITS: (DENOTES ADA EGRE55 EXIT) SEE ELEC. DRW65, FOR ACTUAL EXIT 516N5. 0 revision by 0 0 0 0 klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 IL IL lu �f( uuua �l IF - American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar a AA 0002321 ❑ Preliminary Permitting Set Q�I Construction Set Date: 05.06.15 Drawn: 5K/HE/KN Sheet: Of: 143'-4" O.A. all ETDAl L A515 oIOF� 48"X, 55MR-58' B NC. (OR EQ---- -------------- 2'_ r,9:P!,j ______________ 2I-4II ------------- 143'-4" O.A2q'-4" -o— I �1ol 1\0 I-'-II 10-�� I "- 10'-O" /4" MTE ISERT. BESIGN IS A MODEL Y BALGO, IUAL) 3 �WALL ---- ---F--L�OIII O10-1R II6 HUNG DRAINHVAG T.V. LOCATION (TYP) L)7- 01 2'-10" T3 I/2' 3 I/2" 51_DII 12 0- - 1 1 "II I --- I105II1 08 " 7I/2'I 2'-aIOLal/l ll' 20'-OI/26-3 I/4" 3/4" 3 I/2" 23'-I I/2l8-10 I/2 LSlI 3 I/2 5I/2"5 I/2CHILLER A$V.o ---------------- --------------J ACCESS PANELIL 02A ROOF DRAIN (TYPJ '-I II/2102E b' (SEE LUM.) �L 4mo ---------------------- ---------------- 13 ------------- 1/2 " °-----J _J5 1/211, J 12" L-----� L-J � J L J -b1 1/4 II'-bg'-II3'-3_L_ q' ID'l -O" --3T-I/2" l - -a.I 1rQ,�nUII1 10-I3-45-63-------- - --------- 121-211 lo 3/ T 31/2"41 T.V. LOCATION � ; L _______ ----------------- -------------- En in Oil � STOP MTL. 10'-8" PANEL AT THIS POINT 2'-8" ;--------- --SEE MATERIALS I-8al-all MANUAL FOR ROCK PLANTER I$ PLANTER INFO.HL----------------------------� 4 ------ '-10" 1I_41l 4'-4" 13'-2" g'-2" 14'-4" 6'-4" 7'-O" II" lot-oil5'-q" 5'-0" g'-4" 13'-O" 15'-0" 26'-8" all 41'-8" 15'-0" 13'-4" 11-8 I/8" = 1'-0" DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A b X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA5T-IN-PLAGE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GA5T CONCRETE LINTEL (8" MIN. BRS.) 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 056200 .A 1-1/2" HIGH 5TRENSTH NON-5HRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 04051q A LADDER TYPE MA50NRY REINFORCEMENT N/ ADJUSTABLE BRICK TIE (qGA. MIN.) 040525 .A CONT. COPPER FACED THROUGH -WALL FLA51HIN6 .B WEEP HOLES @ 16" O.G. .0 1/2" EXPAN51ON JOINT MATERIAL 4 SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED 57EEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE 57EEL .E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 5A5KE7ED FA57ENER5 .B GALVANIZED ANCHOR BOLT5/THRU BOLTS A/ WASHERS G 5TAINLE55 STEEL LAG 5GREN 051225 A STEEL COLUMN (SEE FRAMING PLAN) .5 STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS 4 COMPOSITES 060525 .D 1/2" IP ANCHOR BOLT @ 32" D.G. MAX. N/ 6" MIN. EMBEDMENT .E 3/4" (P HOOKED ANCHORS W/ b" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 064211 A PLASTIC LAMINATE FACED AD. PLANKS DIVISION 1 - THERMAL $ MOISTURE PROTECTION 011500 A W.R. GRACE ICE I$ WATER SHIELD .B W.R. GRAGE DERMA BARRIER MEMBRANE 011400 .A BITUMA5TIC WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE 6EOTEXTILE WATERPROOFING 072113 .A 3/4" RIGID INSULATION � VAPOR BARRIER 072116 A 3 1/2" BATT INSULATION (R-11) .B b" BAIT INSULATION (R-11) 012126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER AS REO'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. GRAGE DERMA BARRIER FLA5HIN5 .B IO MIL. CLA55 "A" 5TE50 WRAP VAPOR RETARDER .G 30# FELT 014215 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) .B 51PLA5T PARADIENE 20 T6/30 TS ROOF MEMBRANE. TORCH I PLY PARADIENE 20 TG, THEN TORCH A FIN15H PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTD. ALUM. FLA5HINS .G NON-COMBUSTIBLE CANT STRIP .D PARAPRO 123 FLASHING SYSTEM 076200 .A 2 PIECE PRE PTD. ALUM. FLASHINS .B PRE PTD, ALUM. FLASHING .G PRE PTD. ALUM. DRIP EDGE .D PRE PTD. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLA5HING .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING 011115 A PRE -PAINTED ALUM. COPING A55EMBLY 017215 A PRE -FABRICATED ALUM. HVAG CURB 011100 .A SILICONE SEALANT/CAULKING I$ BACKER ROD (DON 7q0) .B COMPRESSIBLE FILLER 4 SEALANT 1:)IV1510N 8 - OPENINS5 051113 A HOLLOW METAL DOOR FRAME ,B HOLLOW METAL DOOR 051400 .A WOOD DOOR (SEE DOOR SCHEDULE) 084313 A ALUMINUM STOREFRONT .B ALUMINUM FLA5HINS BY CURTAIN WALL INSTALLER .G ALUMINUM STOREFRONT DOOR 084415 A ALUMINUM CURTAIN NALL 081100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN. TEMPERED 6LA55 .B 1/4" MIN. SPANDREL 6LA55 DIVISION q - FINI5HE5 012215 A METAL FURRING $ LATHING SYSTEM .B 1/8" HAT CHANNEL @ 24" O.G. (MAX.) Og2216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH 0g2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY REGLET) .G _-STOP (FRY RESLET _DM 625) .D 57UGGO CONTROL JOINT. PLASTIC OR GALV. MTL. 0g2813 A DUR-ROCK Og2816 A 5/5" DEN5-65LA5 GOLD (6EOR6IA PACIFIC) .B 5/5" DEN5-SHIELD (SEORSIA PACIFIC.) .G 5/8" DEN5-DEGK (SEORGIA PAGIFIC) Og2g00 .A GYPSUM WALLBOARD (SEE NALL TYPES) .B 5/5" TYPE 'X' SYP5UM WALLBOARD .G FRY-RESLET (DRM 625-625) .D FRY-REGLET 0g5123 A ACOUSTICAL CEILING TILE Og6513 A VINYL OR RUBBER BASE 0g6600 .A CARPET DIV15ION 10 - SPECIALTIES 101400 A 515NA6E 10281b A MIRROR DIVISION 12 - FURNISHINGS 123600 A 50LID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512323 ,A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 521515 A CONCRETE WALK I I I IIJ I VII'11 I SEE MATERIALS MANUAL FOR ROCK $ PLANTER INFO.--- L----------------------------I a METAL GRATE INSERT. v 1/8" = 1'-0" W DIVISION 3 - CONCRETE 032100 .A REINFORCEMENT STEEL BARS (5EE STRUCTURAL NOTES FOR LAP 5PLIGE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA5T-IN-PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 034100 .A PRE-GA5T CONCRETE LINTEL (6" MIN. BR&.) 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A 1-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 04051a A LADDER TYPE MA50NRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (16A. MIN.) 040523 .A CONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES @ 16" O.G. .0 1/2" EXPAN51ON JOINT MATERIAL 4 SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE STEEL .E MISCELLANEOUS STEEL (GALVANIZED) 050525 .A HI6H DOMED, GAPPED, AND 6A5KETED FASTENERS .B GALVANIZED ANCHOR BOLT5/THRU BOLTS W/ WA5HER5 G 5TAINLE55 STEEL LAG 5GREW 051223 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DEGKIN6 (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS $ COMPOSITES 060525 .D 1/2" 4P ANCHOR BOLT @ 32" O.G. MAX. W/ 6" MIN. EMBEDMENT .E 3/4" (P HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A GUSTOM WOOD CABINETS 064211 A PLASTIC LAMINATE FACED AD. PLANKS DIVISION 7 - THERMAL $ MOISTURE PROTECTION 011300 A W.R. GRACE ICE $ WATER SHIELD .B W.R. GRACE DERMA BARRIER MEMBRANE 011400 .A 5ITUMA5TIC WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE GEOTEXTILE WATERPROOFING 012115 A 5/4" RI61D INSULATION $ VAPOR BARRIER 072116 A 3 1/2" BAIT INSULATION (R-11) .B 6" BAIT INSULATION (R-Iq) 072126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER A5 REQ'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 072500 .A W.R. 6RAGE PERMA BARRIER FLA5HIN6 .B 10 MIL. CLASS "A" 5TE60 WRAP VAPOR RETARDER .G 30# FELT 014215 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (5IPLA5T) .B 5IPLA5T PARADIENE 20 T6/30 T6 ROOF MEMBRANE. TORCH I PLY PARADIENE 20 TO, THEN TORCH A FINISH PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN6 G NON-COMBUSTIBLE CANT STRIP .D PARAPRO 125 FLA5HIN6 SYSTEM 076200 .A 2 PIECE PRE PTO. ALUM. FLA5HIN6 .B PRE PTO. ALUM. FLA5HIN6 .G PRE PTO. ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLA5HIN6 .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLU5 SELF -ADHERED FLA5HING 077115 A PRE -PAINTED ALUM. COPING ASSEMBLY 077213 A PRE -FABRICATED ALUM. HVAC CURB 011100 A SILICONE 5EALANT/GAULKIN& $ BACKER ROD (DON 7ci0) .B COMPRESSIBLE FILLER 6 SEALANT DIVISION 8 - OPENIN65 OSII13 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) 084313 A ALUMINUM STOREFRONT .B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER .0 ALUMINUM STOREFRONT DOOR 054415 A ALUMINUM CURTAIN WALL 081100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN, TEMPERED GLA55 .B 1/4" MIN. SPANDREL GLASS DIVISION a - FIN15HF-5 012215 A METAL FURRING $ LATHING SYSTEM .B 1/8" HAT CHANNEL @ 24" O.G. (MAX.) Og2216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK 012236 .A ZING COATED METAL LATH 012425 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B 57UG00 REVEAL (FRY RE6LET) .0 J-570P (FRY RE6LET JDM 625) .D STUCCO CONTROL JOINT. PLA5TIG OR 57ALV. MTL. 0g2813 A DUR-ROCK 012516 A 5/6" DEN5-6LA5 GOLD (6EOR61A PACIFIC) .B 5/5" DEN5-5HIELD (6EORGIA PACIFIC) .G 5/8" DEN5-DEGK (6EOR61A PACIFIC) 012100 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/8" TYPE 'X' eYP5UM WALLBOARD .G FRY-RE6LET (DRM 625-625) .D FRY-RE6LET 015123 A ACOUSTICAL GEILIN6 TILE 016513 A VINYL OR RUBBER 5A5E 016800 .A CARPET DIVISION 10 - SPECIALTIES 101400 A 516NAGE 102516 A MIRROR DIVISION 12 - FURN15HING5 123600 A 50LID 5URFAGING (GORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 521515 A CONCRETE WALK 6 A2.0 O m 6 A2.o FLOOR DRAIN _ (5EE PLUMBING) z O 8 N A2.0 C m � FLOOR DRAIN _El ___ A2.0 O n% A2. MAX. MIN. �LR 1/2"=1'-O" \ A2.0 / I/2"=1'-O" 0 ;n 5 A2.0 ACCESSORY LErzN:� B-2Q3 o z B-2111� m B-2620 B-25aa 8-5806 IS" X 30" 5ERIE5 MIRROR BOBRIGK 50AP 015PEN5ER BOBRICK SURFACE MOUNTED PAPER TOWEL DISPENSER TOILET PAPER DISPENSER HORIZONTAL GRAB BAR NOTE: IT 15 THE RE51"ON51BILI7Y OF THE GONTRAGTOR TO PROVIDE NEGE55ARY P.T. BLOCKING FOR 5TRUGTURAL STABILITY FOR ANY WALL MOUNTED AGGE55ORIE5 AND FIXTURES. N CQ d- Ln 7 ADf GOr 51V rlo_"� 1�1�90 1/211=11-oll M"LI1•.Mf.., 1/2"= 1'-O" NOTE: ADA 516NA&E ONLY REQUIRED AT MEWS AND WOMEN'S RE5TROOM5. MIIK I'-10 1/2" 5 AZ.O 1/2"=1'-O" NOTE: 6.G. TO PROVIDE BLOCKING FOR 51NK. Q revision by 0 A 0 0 klar and klar architects inc. 28473 u.s. 19 n. clearwater, fi 33761 ,ter" American Institute of Architects member firm ❑ Roberta S. Klar Z Steven L. Klar AA 0002321 ❑ Preliminary ® Permitting Set X Construction Set Date: 05.06.15 Drawn: 5K/HE/KN Sheet: 6 2 A2.0 I/2"=1'-O" A2.0 I/2"=1'-oil Of: i3 OL T.O.W. 22'-8" T.O.W. 18'-O" T.O. BEAM I1'-4" T.O.W. 16'-0" OL T.O. BEAM 14'-0" jjk _FIN. FLR. T.O.W. 22'-8" T.O.W. 20'-0" T.O.W. T.O.W. 16'-O" T.O. BEAM 14'-0" FIN. FLR. J% D'-D" IlIr DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL 5AR5 (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 032200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA5T-IN-PLACE CONCRETE BEAM .D CA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE -CAST CONCRETE LINTEL (8" MIN. BRG.) 054500 .A PRE-ENGINEERED, PRE -CAST WALL PANEL 036200 .A I-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 040511 A LADDER TYPE MA50NRY REINFORCEMENT N/ ADJUSTABLE BRICK TIE (q6A. MIN.) 040523 .A GONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES @ 16" O.G. .G 1/2" EXPANSION JOINT MATERIAL $ SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.0) .B 8" CONCRETE KNOGK-OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE STEEL .E M15CELLANEOU5 STEEL (GALVANIZED) 050525 .A HIGH DOMED, GAPPED, AND 5A5KETED FASTENERS .B GALVANIZED ANCHOR BOLT5/THRU BOLTS N/ WASHERS G 57AINLE55 STEEL LAG 5GREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .6 STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (5EE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD. PLASTICS S COMPOSITES 060525 .D 1/2" cD ANCHOR BOLT @ 32" D.G. MAX. W/ 6" MIN. EMBEDMENT .E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" GDX PLYWOOD .B 3/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 064211 A PLASTIC LAMINATE FACEDWV. PLANKS DIV1510N 'i - THERMAL $ MOISTURE PROTECTION 011300 A W.R. GRACE IGE $ WATER SHIELD .B W.R. GRACE PERMA BARRIER MEMBRANE 011400 .A 5I7UMA57IG WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BEN70NI7E 6E07EX71LE WATERPROOFING 012113 A 3/4" RIGID INSULATION $ VAPOR BARRIER 072116 A 3 1/2" BAIT INSULATION (R-I I) .B 6" BAIT INSULATION (R-Ig) 012126 A WATER BLOWN FOAM INSULATION (R-38) N/ THERMAL BARRIER A5 REOV, .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. GRACE DERMA BARRIER FLASHING .B 10 MIL. CLASS "A" 5TEG0 WRAP VAPOR RETARDER .G 30# FELT 074215 A FLAT SEAM METAL WALL PANEL 5Y5TEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA57) .B 51PLA57 PARADIENE 20 T6/30 TG ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FINISH PLY OF PARADIENE 30FRTG. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTD. ALUM. FLASHING .0 NON-COMBUSTIBLE CANT STRIP .D PARAPRO 125 FLASHING 5Y5TEM 016200 .A 2 PIECE PRE PTD. ALUM. FLASHING .B PRE PTD. ALUM. FLASHING .G PRE PTD, ALUM. DRIP EDGE .D PRE PTD. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLASHING .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING 077113 A PRE -PAINTED ALUM. COPING ASSEMBLY 017213 A PRE-FABRIGATED ALUM. HVAG CURB 011100 A SILICONE SEALANT/CAULKING $ BACKER ROD (DON 1q0) .B COMPRESSIBLE FILLER $ SEALANT DIVISION 8 - OPENIN65 051113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 051400 .A WOOD DOOR (SEE DOOR SCHEDULE) 054513 A ALUMINUM STOREFRONT .B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER .0 ALUMINUM STOREFRONT DOOR 054415 A ALUMINUM CURTAIN WALL 051100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN. TEMPERED 6LA55 .B 1/4" MIN. SPANDREL GLASS DIV1510N q - FINISHES 012213 A METAL FURRING $ LATHING SYSTEM .B 1/5" HAT CHANNEL @ 24" O.G. (MAX.) 012216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH Og2423 .A 5/5" MIN. 5TUGG0, SAND FIN15H, U.N.O. .B 5TUGG0 REVEAL (FRY RE&LET) .G J-5TOP (FRY RE6LET JDM 625) .D 5TUGGO CONTROL JOINT. PLASTIC OR GALV. MTL. Og2813 A DUR-ROCK Og2816 A 5/8" DEN5-67LA5 GOLD (GEORGIA PACIFIC) .B 5/5" DEN5-5HIELD (GEORGIA PACIFIC) .G 5/8" DEN5-DECK (GEORGIA PACIFIC) 012g00 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/8" TYPE 'X' GYPSUM WALLBOARD .0 FRY-REGLET (DRM 625-625) .D FRY-REGLET Og5123 A ACOUSTICAL CEILING TILE 016513 A VINYL OR RUBBER BASE 0016800 .A CARPET DIVISION 10 - SPEGIALTIES 101400 A 516NA6E 102816 A MIRROR DIVISION 12 - FURN15HIN65 123600 A SOLID SURFACING (GORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIV15ION 31 - EARTHWORK 512525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 321315 A CONCRETE WALK 1.O.W 18'-0" OL T.O.W. _ T.O. BEAM 14'-0" FIN. FLR. _ OIL T.O.W. 22'-8" T.O. GC 20'-0" T.O. RC �FIN. FL O'-O" 0 0 2 E A4.0 n E 0 T E C E D 0 N 0 a J: 4 4 111 4 IV Og2423.A (TYP.) 074213.E (TYP.) NOTE: 1. COLOR ON ALL CUSTOM METAL WALL PANELS (0742133) TO BE CLASSIC 'MUSKET GREY'- 50%, SLATE GREY'- 25%, 4 'MATTE BLACK'- 25%, ALUMAKLAD-COLORKLAD BY RYER50N OR EQUAL. PROVIDE SAMPLES FOR REVIEW. 2. COLOR PATTERN TO BE RANDOM. SUBMIT SHOP DRAWIN65 FOR APPROVAL. 3. G.G. TO GOOR'D ALL METAL WALL PANEL REGUIREMEN75 WITH THE MANUFACTURER. SCALE: ism MIN 23" SCALE: V4' I'-O" 2 A4.1 SCALE: 054313.A (TYP.) I A4.0 033000.E (TYP.) T.O.W. 22'-S" T.O.W. 20'-0" T.O. BEAM 17'-4" FIN. FLR. T.O.W. 18'-O" T.O.B. I6'-O" T.O. BEAM 14'-0" - - FIN. FLR. FIN. FLR. 0'-0" mWilli I 'im DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP 5PLIGE INFO.) 032200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GAST-IN-PLAGE CONCRETE BEAM .D CA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE -CAST CONCRETE LINTEL (8" MIN. 5R6.) 034500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A 1-1/2" H16H 5TREN&TH NON -SHRINK GROUT (U.N.0) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 04051q A LADDER TYPE MA50NRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (16A. MIN.) 040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN6 .B WEEP HOLES ® 16" O.G. .G 1/2" EXPANSION JOINT MATERIAL t SEALANT 042200 .A 8" CONCRETE MA50NRY UNIT (U.N.O.) .B S" CONCRETE KNOGK-OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .0 GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D 6ALVANIZED TUBE STEEL .E MI5CELLANEOU5 STEEL (GALVANIZED) 050525 .A HI6H DOMED, GAPPED, AND 6A5KETED FASTENERS .B GALVANIZED ANCHOR BOLT5/THRU BOLTS W/ WA5HER5 .G 5TAINLE55 STEEL LAG SCREW 051223 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS 4 COMPOSITES 060525 .D 1/2" (P ANCHOR BOLT @ 52" O.G. MAX. W/ 6" MIN. EMBEDMENT .E 3/4" 4 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRE55URE TREATED WOOD .B 2X PRESSURE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 06421q A PLASTIC LAMINATE FACED WD. PLANKS DIVI510N 7 - THERMAL s M015TURE PROTECTION 011500 A W.R. 6RAGE ICE 4 WATER SHIELD .B W.R. 6RAGE DERMA BARRIER MEMBRANE 011400 .A 5ITUMA5TIC WATERPROOFING - (5ONNEBORN HLM5000) 011100 A VOLTEX BENTONITE GE07EX7ILE WATERPROOFING 072113 A 5/4" RIGID INSULATION 8 VAPOR BARRIER 012116 A 3 1/2" BATT INSULATION (R-1I) .B 6" BATT INSULATION (R-Iq) 072126 A WATER BLOWN FOAM INSULATION (R-3B) W/ THERMAL BARRIER AS RE0'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. 6RAGE PERMA BARRIER FLA5HIN6 .B IO MIL. CLASS "A" 5TE60 WRAP VAPOR RETARDER .G 30# FELT 074215 A FLAT SEAM METAL WALL PANEL SYSTEM 075200 .A MODIFIED BITUMEN ROOFING (51PLA57) .B 51PLA57 PARADIENE 20 76/30 76 ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FIN15H PLY OF PARADIENE 30FRTG. ALL VERT. FLA5HIN55 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN6 .G NON-COMBUSTIBLE CANT STRIP .D PARAPRO 123 FLASHING SYSTEM 076200 .A 2 PIECE PRE PTD. ALUM. FLA5HIN6 .B PRE PTO. ALUM. FLA5HIN6 .G PRE PTO. ALUM. DRIP E06E .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLASHING .F ALUM. WATER TIGHT UMBRELLA 076500 .A 4" VYGOR PLUS SELF -ADHERED FLA5HIN6 071113 A PRE -PAINTED ALUM. COPING ASSEMBLY 077213 A PRE -FABRICATED ALUM. HVAG CURB 071100 .A 51LICONE SEALANT/CAULKING s BACKER ROD (DOA 7g0) .B COMPRESSIBLE FILLER $ SEALANT DIV15ION 5 - OPENINGS 051113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 051400 .A WOOD DOOR (SEE DOOR SCHEDULE) 064515 A ALUMINUM STOREFRONT .B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER .G ALUMINUM STOREFRONT DOOR 054415 A ALUMINUM CURTAIN WALL 087100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN, TEMPERED GLA55 .B 1/4" MIN, SPANDREL GLA55 DIVISION q - FINISHES 012215 A METAL FURRING s LATHING SYSTEM .B 7/6" HAT CHANNEL @ 24" O.G. (MAX.) 012216 A MTL. 5TUD5 ® 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK 0012236 .A ZING COATED METAL LATH Og2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY RE6LET) .G J-STOP (FRY RE6LET JDM 625) .D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. Og28I3 A DUR-ROCK 012816 A 5/5" DEN5-6LA5 GOLD (6EOR61A PACIFIC) .B 5/8" DEN5-5HIELD (GEORGIA PACIFIC) .0 5/5" DEN5-DECK ((7EORGIA PACIFIC) 012100 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/8" TYPE 'X' GYPSUM WALLBOARD ,G FRY-RE6LET (DRM 625-625) .D FRY-RE6LE7 0015123 A ACOUSTICAL CEILING TILE 016513 .A VINYL OR RUBBER BASE 016500 .A CARPET DIV15ION 10 - SPECIALTIES 101400 A 516NA&E 102516 A MIRROR DIV15ION 12 - FURNISHINGS 123600 A 50LID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) DIV15ION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIV15ION 31 - EXTERIOR IMPROVEMENTS 321515 A CONCRETE WALK L 0 3 0 a OIL T.O. COLUMN 20'-0" T.O. BEAM III -oil 4 T.D. BEAM III -all T.O. BEAM 14'-Oil ---- FIN. FLR. 0'-0" - T T, 055000 055000 OFF 2 1/4" = 1'-0" 1/4" = 1'-0" T.O. COLUMN T.O. BEAM FIN. FLR. 0'-0" T.O.W. I8'-Oil T.O. BEAM 14'-0" IdW DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA5T-IN-PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 034100 .A PRE-GA57 CONCRETE LINTEL (8" MIN. BRG.) 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 056200 .A 1-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.0) DIVISION 4 - MASONRY 040516 A GROUT 040515 A MORTAR 040511 A LADDER TYPE MASONRY REINFORCEMENT N/ ADJUSTABLE BRICK TIE (g6A. MIN.) 040523 ,A GONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES @ Irbil O.G. .G 1/2" EXPANSION JOINT MATERIAL s SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE STEEL .E MISCELLANEOUS 57EEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND GA5KETED FASTENERS .B GALVANIZED ANCHOR BOLT5/7HRU BOLTS W/ WA5HER5 .G 5TAINLE55 STEEL LAG SCREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .B 57EEL TUBING (SEE FRAMING PLAN) .G 57EEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVI51ON 6 - WOOD, PLASTICS $ COMPOSITES 060523 .D 1/2" IP ANCHOR BOLT @ 52" O.G. MAX. IN/ 6" MIN. EMBEDMENT .E 5/4" 0 HOOKED ANCHORS N/ 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 064211 A PLASTIC LAMINATE FACED WD. PLANKS 01VI51ON 7 - THERMAL I$ M015TURE PROTECTION 011500 A W.R. GRACE IGE $ WATER 5HIELD .B W.R. GRACE PERMA BARRIER MEMBRANE 011400 .A 5ITUMA5TIC WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE 6EOTEXTILE WATERPROOFING 012115 A 3/4" RIGID INSULATION $ VAPOR BARRIER 012116 A 3 I/2" BATT INSULATION (R-II) .B 6" BATT INSULATION (R-Ig) 012126 A WATER BLOWN FOAM INSULATION (R-38) N/ THERMAL BARRIER AS REOV. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. 6RAGE PERMA BARRIER FLASHING .B 10 MIL. GLASS "A" STEGO WRAP VAPOR RETARDER .G 30# FELT 014213 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) .B SIPLATT PARADIENE 20 TG/30 TG ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FINISH PLY OF PARADIENE 30FRT5. ALL VERT. FLA5HING5 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING .G NON-COMBUSTIBLE CANT STRIP .D PARAPRO 123 FLASHING SYSTEM O'16200 .A 2 PIECE PRE PTO. ALUM. FLA5HIN6 .B PRE PTO. ALUM. FLA5HIN6 .G PRE PTO. ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLASHING .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING 011113 A PRE -PAINTED ALUM. COPING ASSEMBLY 011213 A PRE -FABRICATED ALUM. HVAG CURB 07g100 A SILICONE 5EALANT/CAULKING I$ BACKER ROD (DON 71510) .B COMPRESSIBLE FILLER I$ SEALANT DIVISION 8 - OPENINGS 081113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) 084313 A ALUMINUM STOREFRONT .B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER .G ALUMINUM STOREFRONT DOOR 054415 A ALUMINUM CURTAIN WALL 051100 .A ALUMINUM THRESHOLD 088100 .A 1/4" MIN, TEMPERED 6LA55 .B 1/4" MIN. SPANDREL GLASS DIVISION g - FIN15HF-5 012215 A METAL FURRING $ LATHING SYSTEM .B 1/8" HAT CHANNEL @ 24" O.G. (MAX.) 0012216 A MTL. 5TUD5 @ 24" O.G. (SEE PLANS FOR SIZE) .B 2 I/2" MTL. STUD TRACK 012236 .A ZING COATED METAL LATH Og2423 .A 5/8" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY RE6LE7) .0 J-570P (FRY REGLET JDM 625) .D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. Og2813 A DUR-ROCK Og2816 A 5/5" DEN5-6LA5 GOLD (GEORGIA PACIFIC) .B 5/8" DEN5-SHIELD (GEOR(5IA PACIFIC) .G 5/8" DEN5-DECK (6EORGIA PACIFIC,) 012100 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/8" TYPE 'X' GYP5UM WALLBOARD .G FRY-REGLET (DRM (025-625) .D FRY-RE6LET Og5123 A ACOUSTICAL CEILING TILE Og6513 A VINYL OR RUBBER BASE Og6800 .A CARPET DIV15ION 10 - SPECIALTIES 101400 A 516NAGE 102516 A MIRROR DIVISION 12 - FURNISHINGS 123600 A SOLID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 312323 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 521313 A CONCRETE WALK DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP 5PLIGE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 035000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA57-IN-PLACE CONCRETE BEAM .D CAST -IN -PLACE CONCRETE COLUMN 054100 .A PRE-GA57 CONCRETE LINTEL (8" MIN. BR6.) 034500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 056200 .A 1-1/2" HIGH 5TRENOTH NON -SHRINK GROUT (U.N.0) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 3 TYP./OFF. 040511 A LADDER TYPE MA50NRY REINFORCEMENT A8.3 N/ ADJU57ABLE BRICK TIE (016A. MIN) 040525 .A CONT. COPPER FACED THROUGH -WALL FLASHING 10 I 051223.G (TYP.) T.O. WALL .B WEEP HOLES @ 16" O.G. 51M. A8.0 A4.1 22 -8 G 1/2" EXPAN51ON JOINT MATERIAL $ SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) T.D.W. 20'-O" DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE T.O.W. 0752003 (TYP.) B GALVANIZED 57EEL PLATE OL 18-0 _ 053000.A (TYP) T.O. BEAM G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) 17'-4" TUBE STEEL 051223.G (TYP.) E MISCELLANEOUS (GALVANIZED) T.O.W. 16'-O" _ - -� 050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS --- - ----- -------------- ---- F ---- ----------- -------- ---------- .B GALVANIZED ANCHOR BOLT5/7HRU BOLTS € W/ NA5HER5 OIL T.O. BEAM G 5TAINLE55 57EEL LAO SCREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) _ _ _ _ _ _ _ _ _ i <r .B STEEL TUBING (SEE FRAMING PLAN) TYP. 4 o ROOF DRAIN (TYP.) rill, — I _ 2651DO.A (TYP.) G STEEL BEAM (SEE FRAMING PLANS) AO.IE SEE PLUMBING i <t 053000 .A METAL DECKIN& (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS 8 COMPOSITES 084313.A (TYP.) 060523 .D 1/2" � ANCHOR BOLT @ 52" O.G. MAX. MECH. DUCT (TYP.) I N/ 6" MIN. EMBEDMENT 113 SEE MEGH. 102 I 101 .E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD I �. SF-10 .$ 2X PRESSURE TREATED WOOD P-I _ 061600 .A 1/2" GDX PLYWOOD Q 051223.A (BEYOND) I �' .B 5/4" MARINE 6RADE PLYWOOD 042200.A (TYP.) p 1 / 064100 .A CUSTOM WOOD CABINETS 0642lq A PLASTIC LAMINATE FACED WD. PLANKS 11 \ DIVI51ON '7 - THERMAL $ M015TURE PROTECTION \ 011500 A W.R. 6RAGE ICE $ WATER SHIELD 033000.A .B W.R. 6RAGE PERMA BARRIER MEMBRANE FIN. FLR. 1 \ FIN. FLR. 011400 .A BITUMA5TIG WATERPROOFING - O'-O" — — — — — — — — -®-®--� ®--� — — — — — — 0'-0" _ (5ONNEBORN HLM5000) U 011700 A VOLTEX BENTON17E GEOTEXTILE WATERPROOFING � 072500.E (TYP.) 012115 A 5/4" RIGID INSULATION $ VAPOR BARRIER 1 L 2 072116 A 3 1/2" BATT INSULATION (R-11) — — _ A52 .B b" BATT INSULATION (R-Iq) 072126 A WATER BLOWN FOAM INSULATION (R-38) MAL AS OFF. 1 A5.1 4 .B GORE RILL 500 CMUFOAM INSULATION (R-14) TYP A5 2 012500 .A W.R. 6RAGE PERMA BARRIER FLASHING 2 .B 10 MIL. CLASS "A" 5TEC70 WRAP VAPOR RETARDER A4.1 1/411 = 1'-0" G 30# FELT 074213 A FLAT SEAM METAL WALL PANEL SYSTEM 075200 .A MODIFIED BITUMEN ROOFING (51PLA57) .B 51PLA5T PARADIENE 20 76/30 76 ROOF MEMBRANE. TORCH I PLY PARADIENE 20 76, THEN TORCH A FIN15H PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HING5 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN6 C NON-GOMBU5TIBLE CANT STRIP .D PARAPRO 125 FLA5HIN6 SYSTEM 076200 .A 2 PIECE PRE PTD. ALUM. FLA5HIN6 .B PRE PTO. ALUM. FLASHING .0 PRE PTO. ALUM. DRIP EDGE 10 2 2 D PRE PTO. ALUM. TRIM A4.0 A8.0 A4.1 A8.3 EPRE-PAINTED ALUM. GAP FLASHING .F ALUM. WATER TIGHT UMBRELLA SECONDARY SCUPPER 016500 .A 4" VYCOR PLUS SELF -ADHERED FLASHING T.D.W. 077113 A PRE -PAINTED ALUM. GOPING A55EMBLY ................. ........................... ............................................................ ..........................._........................................................................................................... 077213 A PRE -FABRICATED ALUM. HVAG CURB _ _ _ _ _ _ _ r _ _ _ _ _ _ _ r 071100 A 51LICONE SEALANT/CAULKING 4 BACKER ROD (DON 7g0) T.O. BEAM A8.1 TYP. E COMPRESSIBLE FILLER SEALANT 1-71-411 T.O.W. DIVISION 8 - OPENIN55 _ — I6 O € ......... ........ ............... ........ _.. I ... ..... 41-------IT 41-------� 051113 A HOLLOW METAL DOOR FRAME --- ----------------------------------------------- .B HOLLOW METAL DOOR OIL T.O. BEAM 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) 14'-0" 084313 A ALUMINUM STOREFRONT .B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER u ----- — — — ----- — — — — — — ---- --- 1 -------- — — — — — — — — .0 ALUMINUM STOREFRONT DOOR m 084413 .A ALUMINUM CURTAIN WALL A8.3 081100 .A ALUMINUM THRESHOLD L 088100 .A I/4" MIN. TEMPERED 6LA55 ° l DOOR I-HR WALL I-HR WALL .B 1/4" MIN. SPANDREL 6LA55 Y.,,,,. ------�� BEYOND _ . ....... ............ o IIg 120 121 122 101 103 DIVISION q - FINISHES ° I 012215 A METAL FURRING LATHING SYSTEM Y _. .... :::.. ::: ...... ........ . B . 7/8" HAT CHANNEL @ 24" D.G. (MAX.) 1 0g2216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK 0g2236 .A ZING COATED METAL LATH 012425 .A 5/8" MIN. STUCCO, SAND FINISH, U.N.O. STUCCO REVEAL (FRY RE6LET) .B G J-5TOP (FRY REGLET JDM 625) .. ; : ... G D GO CONTROL JOINT PLASTIC OR SALV MTL 0g2813 A DUR-ROCK Ll Og2816 A 5/5" DEN5-6LA5 GOLD (GEOR6IA PACIFIC) .B 5/8" DENS -SHIELD (6EOR&A PACIFIC) FIN. FLR. — — _ .... . -- _ .. _ - _ G N 5/8" DE 5-DECK (GEORGIA PACIFIC) O'-O" ° Og2g00 .A GYPSUM WALLBOARD (SEE WALL TYPES) 2 — — LJ — — 012500.5 (TYP.) — — U — — — — U — — LJ — — LJ r —I .B 5/8" TYPE 'X' GYPSUM WALLBOARD C FRY-RE6LET (DRM 625-625) -------� 1---------� ---I L - - - - -- D FRY-RE&LET o 015123 A ACOUSTICAL CEILIN6 TILE Og6513 A VINYL OR RUBBER BASE E 2 OFF. Og6800 .A CARPET o A5.1 4 TYP. A5.2 DIVISION 10 - SPECIALTIES 101400 A 516NA6E o 102816 .A MIRROR DIVISION 12 - FURN15HIN65 a 123600 A SOLID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) z DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE m 265600 .A EXTERIOR LIGHTING FIXTURE a DIVISION 31 - EARTHWORK 512523 ,A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 0 321313 A CONCRETE WALK U 0 revision by 0 0 A 0 0 0 klar and klar architects inc. 28473 u.s. 19 n. Clearwater, fl 33761 LL CIL Q0 lu American Institute of Architects member firm ❑ Roberta S. Mar Steven L. Klar E>-o to AA 0002321 ❑ Preliminary ® Permitting Set ® Construction Set Date: 05.06.15 Drawn: SK/HE/KN Sheet: M� Of: �.__.'T�i i T1717-.i T--I i it .Ii. if 1 G V 102 ME a 6 811 1 1/2" = 1'-0" #5 TIES @ 8" O.G. #5 VERT. BARS 0 1, /2" = 1'-O" :S ® 8" O.G. :R7. BARS 143'-4" O.A. 8" 1/21I = 1'-011 (2) #6 VERT. BARS WALL FOOTING 5CHEDULE MARK LENC7TH WIDTH DEPTH REINFORCING EFI CONT, S" 8" (1) #5 CONT. WFI CONT. 1'-5" 12" (2) #5 GONT. WF2 GONT. 2'-0" 12" (3) #5 GONT. $ #5 TRAN5VER5E @ 24" O.G. WF3 I GONT. 2-6" 12" (3) #5 GONT. 4 #5 TRANSVERSE @ 24" O.G. COLUMN FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCING FI 3'-0" 3'-O" 12" (5) #5 EACH WAY F2 4'-0" 4'-0" 12" (4) #5 EACH WAY F3 5'-L 5'-O" 12" (5) #5 EACH WAY F4 1 2'-0" 2'-O" 12" 1 (2) #5 EACH WAY COLUMN SCHEDULE MARK 51ZENATERIAL REINFORCING OR BASE PLATE 4 ANCHOR BOLTS C I AaX24 5EE 4/A5.2 G2 WSX31 5EE 6/A5.2 C3 5X16 GONG. BLK. COL. 5EE 2/A5.0 C4 5"XW'XI6" GONG. COL. ("L" SHAPED) 5EE 3/A5.0 G5 8X16 GONG. COL. 5EE 4/A5.0 C6 W12X40 5EE 5/A5.2 4A TA5.1) /*ELEV. -0'-0" EFI (W/ 3/4" RECESSED INLAY) N I I d. M.G.J. M.G.J. - r M.G.J. " -(5EE 8/A6.4) WF3 (5EE 8/A8.4) WF2 �� EFI G.J. r ----------EFI (5EE 6/A8.4) WF3 --- ELEV. O-O WF2 WF2 --------- ---------------- ----------z-- % L• --- ----- ------------------ -I. J r-- ci---------------- - - -------- I - ------------------------- - 10 -8 WALL ��\i li I M.G.J. M.G.J. � HUNG FLOOR { I --) --J (5EE 8/A8.4) DRAIN (5EE /A8.4) HVAG - r - - �-I 1 _ FLOOR BOXES CONTROL T II r (VERIFY FINAL JOINT (TYP.) �r � �L LOCATION W/ hli I I I OWNER) ILL _j DI I I I I I II I I I I I -� II I I I WF2 I 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 I01 I I I I WF2 i"- I I L� GI - - F4 L J DRAIN o - �wti, GI (5EE 8/A8.4) (5EE 8/A8.4) I - GI GI GI GI GI GI TYP. F2 4 I I I I I I I �_ _-' I I I I I I G1 I FI CF� G3 L-- --J F3 L-- --J F3 L----L F2 L----J F2 F3 L-- ---Ji L----� 3 � FLOOR BOXES FI ' (VERIFY FINAL LOCATION W/ OWNER) FLOOR BOXES SEE ELECTRICAL 2 (VERIFY FINAL LOCATION W/ OWNER) _ SEE ELECTRICAL _ (2) #4 X 3'-0" WF2 WF2 DIAG. (TYP.) C2 C2 M.G.J. (5EE 8/A8.4) -- r------- ----- r ------------ _ O 7 -8 M.G.J. M.G.J. - -� . -------W-F-2- ' IIF _ (5EE 8/A8.4) -(-5E-E- 8/-A-8.-4) -------------t, F - -L s---------------LJ LZ---____---__-L__f________________________----------- _____-________ _--_ ---�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G4 5--------------------------- jI Gi i i - � I I 3 WF3 WF2 GJ GJ GJ GJ A51 A5.1 A5.1 i i F3 WF2 li II WF2 i L ------------------------------ 2 a I I i1 I A5.2 I ----- ----------------- L ----� �„ II -1.----WF2 ---- I I WFI I WFI i -� G6 �J 1 1--- ------ G6 I I r- JL-------------------------------- -� - - - - - - - - - - - - - - - G.J. L WFI l r ELEV. -O'-S" I: �.'` 11 WF2 3 I L--------------------------J F3 A5.1 WF2 G6 L \*J� I Y ELEV. (5EE CIVIL) 143'-4" O.A. /8" = 1'-0" I NOTES: I. SLAB ON GRADE TO BE 4" THICK 3000 P51 GONG. REINFORCED N/ 6X6-WIAXWI.4 W.W.F. ON 10 MIL VAPOR RETARDER (LAP AND TAPE 6") OVER COMPACTED TREATED 501L. REFER TO PLAN FOR EXTENT OF SLAB. 2. TOP OF SLAB = 0'-0" (U.N.O.) TOP OF FTC. _ -2'-0" (U.N.O.). STEP AS REQUIRED FOR UTILITIES TO MAINTAIN 12" COVER BASED ON FINAL 517E GRADES. 3. CENTER ALL FT65. BELOW WALL/COLUMN U.N.O. FOOTING REINFORCING TO BE BOTTOM BARS U.N.O. 4. 8" MASONRY LOAD BEARING WALL5 TO BE REINFORCED W/ #6 VERTICAL BARS @ 45" O.G. MAX AND AT CORNERS, SIDES OF OPENINGS, AND INTERSECTIONS IN GROUTED CELLS. 5. G.J. = CONTROL JOINT. SEE 7/A5.1. M.G.J. = MASONRY CONTROL JOINT. SEE 5/A8.4 $ 8/A8.4. 6. FLOORS TO BE 5TAINED/POLI5HED CONCRETE U.N.O. ON SHEET AIO.O. 7. CONCRETE SLAB FOUR 51MULTANEOUSLY WITH STEEL FOUNDATION POUR. N 7 DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 053000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .0 CA5T-IN-PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GAST CONCRETE LINTEL (S" MIN. BRG.) 054500 .A PRE-ENGINEERED, PRE -CAST WALL PANEL 056200 .A 1-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040513 .A MORTAR 04051g .A LADDER TYPE MASONRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (g6A. MIN.) 040525 .A GONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES ® 16" O.G. .0 1/2" EXPAN51ON JOINT MATERIAL $ SEALANT 042200 .A 6" CONCRETE MA50NRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 .A GALVANIZED 57EEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (5EE FRAMING PLAN) .D GALVANIZED TUBE 57EEL .E MISCELLANEOUS 57EEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 6A5KE7ED FA57ENER5 .B GALVANIZED ANCHOR BOLTS/THRU BOLTS W/ WASHERS G 57AINLE55 57EEL LAG 5GREW 051223 .A STEEL COLUMN (5EE FRAMING PLAN) .B STEEL TUBING (5EE FRAMING PLAN) .G STEEL BEAM (5EE FRAMING PLANS) 053000 .A METAL DECKING (5EE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS 4 COMPOSITES 060523 .D 1/2" �P ANCHOR BOLT @ 52" O.C. MAX. N/ 6" MIN. EMBEDMENT .E 5/4" (P HOOKED ANCHORS N/ 6" MIN, EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 064211 .A PLASTIC LAMINATE FACED PC. PLANKS DIVISION 7 - THERMAL � MOISTURE PROTECTION 071300 .A W.R. GRACE ICE $ WATER SHIELD .B W.R. GRACE PERMA BARRIER MEMBRANE 011400 .A BITUMA5TIG WATERPROOFING - (50NNEBORN HLM5000) 011700 .A VOLTEX BENTONITE GEOTEXTILE WATERPROOFING 012113 .A 5/4" RIGID INSULATION $ VAPOR BARRIER 072116 .A 3 1/2" BATT INSULATION (R-11) .B 6" BATT INSULATION (R-Ig) 072126 .A WATER BLOWN FOAM INSULATION (R-38) N/ THERMAL BARRIER A5 REOV. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 072500 .A W.R. GRACE PERMA BARRIER FLASHING .B 10 MIL. CLASS "A" 5TE60 WRAP VAPOR RETARDER .G 30# FELT 074213 .A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) .B 51 PLATT FARAD I ENE 20 TG/30 TG ROOF MEMBRANE. TORCH I PLY FARADIENE 20 TG, THEN TORCH A FIN15H FLY OF PARADIENE 30FRT6. ALL VERT. FLA5HING5 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING .G NON-GOMBU5TIBLE CANT STRIP .D PARAPRO 123 FLASHING SYSTEM 076200 .A 2 PIECE PRE PTO. ALUM. FLASHING .B PRE PTO. ALUM. FLASHING .0 PRE FTD. ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -FAINTED ALUM. GAP FLASHING P ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING 011115 .A PRE -FAINTED ALUM. COPING A55EMBLY 017213 .A PRE -FABRICATED ALUM. HVAG CURB 07,1100 .A SILICONE SEALANT/CAULKING s BACKER ROD (DON 710) .B COMPRESSIBLE FILLER $ SEALANT DIV15ION 8 - OPENINGS 081113 .A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 051400 .A WOOD DOOR (SEE DOOR SCHEDULE) 0,54515 .A ALUMINUM STOREFRONT .B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER :G ALUMINUM STOREFRONT DOOR 054415 .A ALUMINUM CURTAIN WALL 051100 .A ALUMINUM THRESHOLD 088100 .A 1/4" MIN. TEMPERED GLASS .B 1/4" MIN. SPANDREL GLASS DIVISION g - FINISHES Og2213 .A METAL FURRING $ LATHING SYSTEM .B 7/8" HAT CHANNEL @ 24" O.G. (MAX.) Og2216 .A MTL. STUDS @ 24" O.G. (5EE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH 012425 .A 5/5" MIN. STUCCO, 5AND FINISH, U.N.O. .B 5TU0G0 REVEAL (FRY REGLET) .0 J-5TOF (FRY REGLET JDM 625) .D STUCCO CONTROL JOINT. PLASTIC OR GALV, MTL. Og2813 .A DUR-ROCK 012816 .A 5/8" DEN5-6LA5 GOLD (GEORGIA PACIFIC) .B 5/5" DEN5-5HIELD (GEOR6IA PAGIFIG) .G 5/5" 1;)EN5-DEGK (6EORGIA PACIFIC) Og2500 .A GYPSUM WALLBOARD (5EE WALL TYPES) .B 5/8" TYPE 'X' GYPSUM WALLBOARD .G FRY-RE6LET (DRM 625-625) .D FRY-REGLET 0g5123 .A ACOUSTICAL CEILING TILE 016513 .A VINYL OR RUBBER BASE 016800 .A CARPET DIVISION 10 - SPECIALTIES 101400 .A 516NAGE 102516 A MIRROR DIVISION 12 - FURNISHINGS 123600 A 50LID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) DIV1510N 26 - ELECTRICAL 265100 .A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHNORK 512525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 521315 .A CONCRETE WALK A revision by A a a a a a klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 HA %� Lu HA LL IJA UL UA American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar IT�6Z6116YI&M ❑ Preliminary N Permitting Set IN Construction Set Date: 05.06.15 Drawn: SK/HE/KN Sheet: Of: ��fll f:i iit�u�!I►dli:�llai; i�l�l :_6g:I. DIVISION 3 - CONCRETE 5/16" 5AW-GUT T. 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL GUT A5 SOON AS NOTES FOR LAP SPLICE INFO) GLEAN AND FILL JOINT WITH APPROVED P0551BLE AFTER A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 032200 . TROWELLING. B CONCRETE FOOTING SEALANT (TYPJ - �----GROUND BEARING . 033oo0.A (TYP.) GHAIR5 OR RUNNERS ADDITIONAL CORNER BARS TO -O 033000 A CONCRETE FLOOR SLAB 1/2 MATCH FOOTING REINFORCING. (TYPICAL) G GA5T-IN-PLACE CONCRETE BEAM 032200.A (TYP.) 033000.A (TYP.) 5/16" WIDE SCORED CONTROL JOINT .D CAST -IN -PLACE CONCRETE COLUMN 054100 .A PRE-GA57 CONCRETE LINTEL (b" MIN. BR6.) ow o 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL � 032200.A (TYP.) FIN. FLR. ` 036200 .A 1-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) OIL.... F R. L4" a °--------- DIVISION 4 - MASONRY f xa x. x .° iC iC diC040515 A MORTAR 04051g A LADDER TYPE MA50NRY REINFORCEMENT 4 W/ ADJUSTABLE BRICK TIE (16A. MIN.) (PROVIDE IN FLAT SHEETS) 6" 040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN6 CUT EVERY OTHER WIRE. GALVANIZED METAL JOINT .B WEEP HOLES ® 16" O.G. 312323.A (TYP.) .G 1/2" EXPAN51ON JOINT MATERIAL 4 SEALANT NOTES: FORMER. 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) 312323.A (TYPJ - I. GUT SLAB A5 50ON AS AGGREGATE 072500.E (TYP.) •B W CONCRETE KNOCK -OUT BLOCK (U.N.O.) 072500.E (TYP.) - DOES NOT DISLODGE (MU5T BE WITHIN SAME 1'-O" I'-0" DAY AS CONCRETE PLACEMENT.) DIVISION 5 - METALS 2. PLACE REINFORCING 1/5 SLAB DEPTH FOR 050515 A GALVANIZED 57EEL ANGLE 5LA55 GREATER THAN 5" THICK, AND NOTES .E GALVANIZED STEEL PLATE G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) 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 3. HAND TOOL JOINT TO FACE OF WALL JOINT LOCATION. E MISCELLANEOUS STEEL (GALVANIZED) WHERE SAWCUT DOES NOT REACH. 2. POUR 5LA55 IN ALTERNATING LONG STRIPS. DO NOT POUR 050523 .A HIGH DOMED, GAPPED, AND GA5KETED FA5TENER5 IN A CHECKER BOARD PATTERN. PLAN AT CORNER PLAN AT INTER5EGTION .B GALVANIZED ANCHOR BOLT5/7HRU BOLTS A/ WA5HER5 _ C STAINLESS 57EEL LAG 5GREW o- Aft A 71''N C"s"RNER 051225 A STEEL COLUMN (SEE FRAMING PLAN) NT TI JOINT T °U Ti JOINT 6 .B 57EEL TUBING (SEE FRAMING PLAN) B _ G STEEL BEAM (SEE FRAMING PLANS) A5.1 I I/2 - I -0 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS $ GOMP051TE5 5L-AD ON A � �01N'7IZ`2� 7A I L 5 060523 .D 1/2" tP ANCHOR BOLT @ 52" O.G. MAX. AS. W/ 6" MIN. EMBEDMENT N.T.S. E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRE55URE TREATED WOOD .B 2X FRE55URE TREATED WOOD 061600 .A 1/2" GDX PLYWOOD Gil METAL GRATE INSERT .B 3/4" MARINE GRADE PLYWOOD 51DEWALK, PAVING OR EXTERIOR 032200.A SIDEWALK, PAVING OR EXTERIOR TYF. @ (SEE PLANS) 064100 .A CUSTOM WOOD CABINETS GRADE (A5 REQUIRED). GRADE (AS REQUIRED). ALL EDGES 032200.A 2 -6 033000.E (TYP.) z o FIN15H FLOOR z o 06421g A PLASTIC LAMINATE FACED WD. PLANKS z z DIV15ION 7 THERMAL & M015TURE PROTECTION W __........... FIN. ........._._......_...................---------------...._ _._.. ......_.. ..�.-------. ._ _. a .. _ _ miv ? mrr? 71300 a d° FIN. FLR. FIN. FLR. 0 A W R GRACE ICE 6 WATER SHIELD aMEMBRANE ° a a X X O'-O" a - O'-O" 71400 .A GG WATERPROORIN� B N.R.W R GRA a ° ° � o • • ° • ° d . a ° ° a d . n e ° ° O EITUMASTI ° x ° ° _ X e m (50NNEBORN HLM5000) a... Q °a d ° °. L OFING - - -- _....._._ ...._ _.._.._._......_ ._....__.... - - _.............. • d 0721�0 A 3 4" RIGIDEINSULATION �TVAPOR BARRIERO � 'X / ° . cv m v 12 1 _ m v ° _ 072116 A 3 I/2" BATT INSULATION (R-I I) 12 1 .B 6" BATT INSULATION (R-Ig) m o ° Q Q d a 3 12 072500.E (TYP.) 3" 12 012126 A WATER BLOWN FOAM INSULATION (R-38) ° a.. GLR. GLR. °' 072500.E (TYPJ W/ THERMAL BARRIER AS REo'D. d.° _ 072500.E (TYP.) a 8 e TYP. 8" CONTINUOUS #5 TYP. 8" CONTINUOUS #5 .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 072500 .A W.R. GRACE PERMA BARRIER FLASHING MATCi+ CONT. REINF. --� • °'' ° .• a � a .B 10 MIL. CLASS "A" 5TE60 WRAP VAPOR RETARDER 5�A5 *07A j 4 7 4 f G 30# FELT 074213 A FLAT SEAM METAL WALL PANEL SYSTEM _ - - - 075200 .A MODIFIED BITUMEN ROOFING (51PLA57) A5.1 1 1/2 - O5 1 1 1/2 - 0 .B 51PLA5T PARADIENE 20 76/30 76 ROOF MEMBRANE. TORCH I PLY PARADIENE 20 76, THEN TORCH A FIN15H PLY OF PARADIENE SEE FOOTING SCHEDULE FOR 51ZE AND REINF. SEE FOOTING SCHEDULE FOR SIZE AND REINF. 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTD. ALUM. FLA5HIN6 .G NON-COMBUSTIBLE CANT STRIP �� �� � � � .D PARAPRO 123 FLASHING SYSTEM 5 016200 .A 2 PIECE PRE PTO. ALUM. FLASHING 1 1/2„-1 -0" d ,B PRE PTD. ALUM. FLASHING 042000.A (TYP.) .G PRE PTD. ALUM. DRIP EDGE a VERT. WALL REINF. IN ° D PRE PTD. ALUM. TRIM HORIZ. JOINT. GROUTED CELLS. (SEE PLAN HORIZ. JOINT. a VERT. WALL REINF. IN GROUTED CELLS. EPRE-FAINTED ALUM. GAP FLASHING REINF. ® 16" O.G. NOTES FOR SIZE REINF. @ 16" O.G. (SEE PLAN $ NOTES FOR 51ZE SPACING.) F ALUM. WATER TIGHT UMBRELLA SPACING.) Og2516.A (TYP.) 016500 .A 4" VYCOR PLUS SELF -ADHERED FLA5HIN6 1/2" ISOLATION JOINT I/2" ISOLATION JOINT 077113 A PRE -PAINTED ALUM. COPING ASSEMBLY 071300.E (TYP.) 017215 A PRE -FABRICATED ALUM. HVAG CURS 033000.A (TYP.) 042000.A (TYP.) 071100 A SILICONE SEALANT/CAULKING 033000.A (TYP.) &BACKER ROD (DON 7g0) Og2216.A (TYP.) $ COMPRESSIBLE FILLER #SEALANT 032200.A (TYP.) 032200.A (TYP.) 074213.E (TYP.) #4 GONT. FIN. FLR. ° 0'-O" a a a 0NOFLR' ° ° 07gI00.A (TYP.) DIVISION 6 - OPENIN65 SEE ELEVATION FOR FINISH - q x-�X ° #4 CONT. O81 113 .A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR DOWELS TO MATCH ° ° e LADDER TYPE DOUBLE 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) VERTICAL WALL DOWELS TO MATCH ° REINFORCING. ALTERNATE VERTICAL WALL ° WITHE JOINT REINF. 084515 A ALUMINUM STOREFRONT - B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER REINF R IN ALTERNATE - O G G. ° HOOK DIRECTION IN °�� ° #4 DOWELS AT 48 D.G. G ALUMINUM STOREFRONT DOOR SLOPE FOOTING. 312323.A (TYP.) SLOPE HOOK DIRECTION IN (MAX.) 054415 A ALUMINUM CURTAIN WALL ' d FOOTING. 312323.A (TYP.) 5L0-�_ 087100 .A ALUMINUM THRESHOLD I 072500.5 (TYP.) ° Q 6" MASONRY WALL I I 072500.E (TYP.) 055100 .A 1/4" MIN. TEMPERED 6LA55 GROUTED SOLID, �n z p N z Q z V< d W 0 4 4 W_ o _ n_ B I/4" MIN. SPANDREL GLA55 Y REINFORCED W/ #� 0 z > GROUT ALL CELLS BELOW 0 z > DOWELS TO MATCH Q 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 GRADE. (TYP.) O o p O O REINFORCING. ALTERNATE a.. GROUT ALL CELLS BELOW p v 012215 A METAL FURRING $ LATHING SYSTEM 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.) 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) N N wo d e ° ° F - .B 2 1/2" MTL. 57UP TRACK a o Og2236 .A ZING COATED METAL LATH SEE FOOTING SCHEDULE ° ° a ° a a .. Og2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. FOR SIZE REINF. a e a SEE FOOTING SCHEDULE ° °' a ° ° .B STUCCO REVEAL (FRY REGLET) ° 4 DO NOT LOCATE PIPE ° a w ° SEE FOOTING SCHEDULE FOR SIZE ff REINF. ° w C J-STOP (FRY REGLET JDM 625) 3 OR CONDUIT CLOSER w a ° ° a. FOR 51ZE 4 REINF. D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. THAN 2:1 FROM a _ Q ° o �n a Do NOT LOCATE PIPE e ° w 012813 A DUR-ROCK T d� 507./FT6. o 0 a ffi DO NOT LOCATE PIPE w e e OR CONDUIT CLOSER `n a ° 012516 A 5/5" DEN5-6LA5 GOLD (GEORGIA PACIFIC) 11' • • ° OR CONDUIT CLOSER B 5/S DEN5-5HIELD (GEORGIA PACIFIC) d. W d �� THAN 2:1 FROM ° • ° THAN 2:1 FROM w BOT./FTC. °. °.. �n G 5/5DEN5-DEGK (6EORGIA PACIFIC) v BOT./FTG. a Og2g00 .A GYPSUM WALLBOARD (SEE WALL TYPES) 1 GLR. O - ° _ B 5/8" TYPE 'X' GYPSUM WALLBOARD 3 _ GFBY-REGLET (DRM 625-625) TYP. 1 GLR. GLR. D FRY-REGLET SEE SCHEDULE 1 TYP. TYP 015123 A ACOUSTICAL CEILING TILE E 2 SEE SCHEDULE I 016513 A VINYL OR RUBBER BASE E SEE SCHEDULE 1 016500 .A CARPET ° 2 2 DIV15ION 10 - SPECIALTIES s 101400 A 516NA6E 3 � �� j L 2 + j03--5 "w""71' 102816VLSI A MIRROR 1 j II - - - "_=7AIL DIVISION 12 -FURNISHINGS f�5. 1/2 - O A5.1 /2 - -O �5. �/2„ _ -0" 123600 A 50LID 5URFAGING (CORIAN MIN. 1/2 THICK) z DIVISION 26 - ELECTRICAL L° ` NOTE: GROUT ALL CELLS BELOW GRADE NOTE; GROUT ALL CELLS BELOW GRADE 265100 A INTERIOR LIGHTING FIXTURE . ___ _ NOTE: GROUT ALL GELL5 BELOW GRADE 265600 .A EXTERIOR LIGHTING FIXTURE Q DIV15ION 31 - EARTHWORK 512525 .A GLEAN COMPACTED, TERMITE 0 TREATED FILL (TYP.) N DIVISION 31 - EXTERIOR IMPROVEMENTS 321513 A CONCRETE WALK ju revision by 0 0 klar and klar architects inc. 28473 u.s. 19 n. clearwater, fi 33761 LU } JU LL !iHA ® �C lu American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar I t<00or AA 0002321 ❑ Preliminary ($I Permitting Set ® Construction Set Date: 05.06.15 Drawn: SiG/HF-/KN Sheet: Of: COLUMN 1 1/2 COLUMN TYP. ALONG FLAT SURFACES 2" BASE PLATE N/ 1554 GALVANIZED �D5 N/ WA5HER5 .IN6 NUTS. N. N COLUMN - (�V l!1 COLUMN 1 1/211 1 1/211 51/2" 1- 51/2" 1- I- TYP. ALONG FLAT SURFACES 5/4"XI4"XI'-2" BASE PLATE W/ (4) 3/4" iP F1554 GALVANIZED ANCHOR R005 W/ WA5HER5 AND LEVELING NUTS. SEE SPEC. FOR / SEE SPEC. FOR MAX. HOLE SIZE BASE PLATE MAX. HOLE SIZE BASE PLATE 051223.A (TYP.) -- SECONDARY POUR 033000.A (TYP.) 032200.A (TYP.) FIN. FLR. - ---- _..__...- 4 d— a p kX LLE 036200.A (TYP.) (V 4 d SLOPE Lu _ LU 072500.5 (TYP.) — = d ° Lll — d � 312323.A (TYP.) - a u a ° 4 d d d ry ad 4 d ° 4 p d 4 ao d d 441 p 4 d d 4 �.............. ...... .... _..e..........-._ ..... WIDTH (SEE SCHEDULE) Ta I i /211 = 1 1-01l (2) #4 X 2'-0" BARS (T�'P) -- —�\ /211 = 11-011 16"XI6" GONG. PIER W/ (4) #7 DOWELS 4 #3 TIES @ 12" O.G. 033000.E (TYP.) cm v TER TOP OF PIER -0'-6" 033000.E (TYP.) 24" DIA. PIER IN/ (12) #6 DOWEL5 #3 TIES @12" O.G. (MAX.) ;LR. WIDTH (5EE SCHEDULE) /211 e 11-011 051223.A (TYP.) 036200.A (TYP.) y 8 w N my 033000.A (TYP.) 032200.A (TYP.) L005E LAYED STONES (SEE MATERIALS MANUAL) FIN. FLR. a �t- Xp x `d.xcc ° 4. a d a d ° 4. d p x x x x p - 312323.A (TYP.) d 012500.E (TYP.) 1 a 4 a �r d 012500.8 (TYP.)---I 8" I, �— (1) #5 CONT. 1 1/2 11 = 11-011 COLUMN 1 1/211 1 1/211 1. i. 51/2" 1. 51/2" 1- L ry TYP. ALONG FLAT SURFACES N 5/4"XI4"XI'-2" BASE PLATE N/ (4) 5/4"0 F1554 ANCHOR R0125 COLUMN - W/ WA5HER5 AND LEVELING NUTS. (ANCHOR R005 SHALL u' EMBED g" INTO FOUNDATION) N SEE SPEC. FOR MAX. HOLE SIZE BASE PLATE 051223,A (TYP.) 150LATE SLAB FROM 3 1/2" COL. 150LATION JOINT SECONDARY POUR -! A5.2 I ENCASE ALL STEEL BELOW SLAB IN GONG. d ° X , \J(/ a 4 a ° 1 >.B (TYP.) ° a — 3„p d 4 LAP & TAPE FOR SLAB a 4 POUR 4' d ° ° 2ND POUR ° 036200.A (TYP.) a d 4 4. p . d 4 ° d, e .'a. ° 4 a a 1 142 = I I-01 1-1/211=11_011 WIDTH (SEE SCHEDULE) F=- I AID =11 Ir1= Al TPPMeTE DIRECTION BEND 5ECTION5 3IN6 DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 053000 .A CONCRETE FLOOR SLAB B CONCRETE FOOTING G CAST -IN -PLACE CONCRETE BEAM D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GA5T CONCRETE LINTEL (8" MIN. BR&) 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A I-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040515 A MORTAR 04051,11 A LADDER TYPE MA50NRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (q6A. MIN) 040525 .A CONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES @ 16" O.G. .G 1/2" EXPAN51ON JOINT MATERIAL $ SEALANT 042200 .A 8" CONCRETE MA50NRY UNIT (U.N.0) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE STEEL .E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS .B GALVANIZED ANCHOR BOLT5/THRU BOLTS W/WA5HER5 G 5TAINLE55 STEEL LAG 5GREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS $ COMPOSITES 060523 .D 1/2" W ANCHOR BOLT @ 52" O.G. MAX. W/ 6" MIN. EMBEDMENT E 5/4" 0 HOOKED ANCHORS W/ b" MIN. EMBEDMENT 061000 .A IX PRE55URE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 06421q A PLASTIC LAMINATE FACED WD. PLANKS DIVISION 7 - THERMAL $ MOISTURE PROTECTION 011300 A W.R. &RAGE ICE $ WATER SHIELD B W.R. &RAGE DERMA BARRIER MEMBRANE 011400 .A BITUMA5TIC WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE &EOTEXTILE NATERPROOFIN& 012115 A 5/4" RIGID INSULATION $ VAPOR BARRIER 072116 A 51/2" BATT INSULATION (R-II) B b" BATT INSULATION (R-Iq) 012126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER A5 REG'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. &RAGE PERMA BARRIER FLA5HIN6 .B 10 MIL. CLA55 "A" 5TE60 WRAP VAPOR RETARDER .G 30# FELT 014213 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) .B 51PLA5T PARADIENE 20 T&/30 T6 ROOF MEMBRANE. TORCH I PLY PARADIENE 20 TG, THEN TORCH A FIN15H PLY OF PARADIENE 30FRT5. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING .0 NON-GOMBU5TIELE CANT STRIP D PARAPRO 125 FLA5HIN& 5Y5TEM 016200 ,A 2 PIECE PRE PTO. ALUM. FLASHING .B PRE PTO. ALUM. FLA5HIN6 .0 PRE PTO. ALUM. DRIP EDGE .D PRE PTD. ALUM. TRIM E PRE -PAINTED ALUM. GAP FLASHING F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING 011113 .A PRE -PAINTED ALUM. COPING ASSEMBLY 011215 A PRE -FABRICATED ALUM. HVAG CURB 071100 A SILICONE SEALANT/CAULKING 6 BACKER ROD (DON 1q0) .E COMPRESSIBLE FILLER 4 SEALANT DIV1510N 8 - OPENINGS 051113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 081400 .A NOOD DOOR (SEE DOOR SCHEDULE) 084313 A ALUMINUM STOREFRONT .E ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER G ALUMINUM STOREFRONT DOOR 054413 A ALUMINUM CURTAIN WALL 051100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN. TEMPERED 6LA55 .B 1/4" MIN. SPANDREL GLASS DIVISION g -FINISHES 012215 A METAL FURRING $ LATHING SYSTEM .B 1/8" HAT CHANNEL ® 24" O.G. (MAX.) 012216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK 0g2236 .A ZING COATED METAL LATH 012425 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY REGLET) .G J-STOP (FRY RE&LET JDM 625) D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. 012813 A DUR-ROCK Og2816 A 5/5" DENS-&LA5 GOLD (SEOR(5IA PACIFIC) .B 5/5" DENS -SHIELD ((5EOR&IA PACIFIC) G 5/5" DENS -DECK (C 51A PACIFIC) 012500 .A 6YP5UM WALLBOARD (SEE WALL TYPES) .B 5/5" TYPE W GYPSUM WALLBOARD .G FRY-RE6LET (DRM 625-625) D FRY-RE&LET 015125 A ACOUSTICAL CEILING TILE 016513 A VINYL OR RUBBER BASE O%aOO .A CARPET DIVISION 10 - 5PECIALTIE5 101400 A 516NA6E 102516 A MIRROR DIVISION 12 - FURNISHINGS 123600 A 5OLI12 5URFAGIN& (CORIAN MIN. 1/2" THICK) DIV15ION 26 - ELECTRICAL 265100 A INTERIOR L16HTIN6 FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 521313 A CONCRETE WALK a revision by a a A a a a klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 tu LU tn I----- HA ® SIC American Institute of Architects member firm ❑ Roberta S. Mar ® Steven L. Mar AA 0002321 ❑ Preliminary [gl Permitting Set ® Construction Set Date: 0�.06.15 Drawn: 5K/HE/KN Sheet: Of: I. PRECAST CONCRETE DE516N MANUFACTURE AND ERECTION SHALL CONFORM TO AGI 515 AND PC MANUAL 116. 2. PRECAST DE516N LOADS: A) PRECAST MEMBERS SHALL BE CAPABLE OF SUPPORTING THE 5UPERIMP05ED LOADS AS GIVEN IN THE CONTRACT DOCUMENTS, IN ADDITION TO THE 5ELF-WE16HT OF THE PRECAST MEMBER, TOPPIN65, ETC. B) EFFECTS TO BE CONSIDERED BY THE PREGA5T DE516N ENGINEER IN THE DESIGN OF THE PRECAST ELEMENTS AND CONNECTIONS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: I) GRAVITY 2) NIND 3) 5E15MIG 4) DIFFERENTIAL TEMPERATURE BETWEEN PANEL FACES 5) ECCENTRICITY OF APPLIED LOADS (0) LATERAL EARTH PRESSURE 7) LOADS FROM MATERIALS SUPPORTED BY PANELS S) VOLUMETRIC GHAN6E5 DUE TO TEMPERATURE, CREEP AND SHRINKAGE q) HANDRAIL5 10) IMPACT ON PANELS DE5I6NED AS GUARDRAIL5 11) BLA5TIN6 LOADS 12) ERECTION LOADS 15) LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE 3. DE516N OF STRUCTURAL PRECAST ELEMENTS AND THEIR CONNECTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE MANUFAGTURER'5 DELEGATED ENGR. 4. SUBMIT SHOP DRAWINGS, DE516N LOAD DATA, AND SUPPORT REACTIONS OF PRECAST ELEMENTS AND THEIR CONNECTIONS SIGNED AND SEALED BY AND ENGINEER LICENSED IN THE PROJECT STATE. REVIEW SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT DOCUMENT DE7AIL5. SUGH REVIEN SHALL NOT RELIVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR THE DESIGN OF THE PRECAST AND PREGA57 CONNECTIONS NOT SPECIFIED IN THE CONTRACT DOCUMENTS. 5. SUBMIT REACTIONS OF ALL PRECAST ELEMENTS SUPPORTED BY STRUCTURAL ELEMENTS 5HONN ON THE DRAWINGS. b. CONCRETE FOR PRECAST MEMBERS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 P51. 7. FOR OPENINGS AND EMBEDDED ITEMS, CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING CONTRACT DOCUMENTS. a OL T.O.W. I(o'-O" OIL T.O. BEAT` 14'-0" FIN. FLR. z O > 0 t� (a EMBED PLATE $ L ,L N/ EPDXY BOLTS O PRE-CA5TER. (PRc 11J Q DO NC OR GC w THAN BOT./f 2 'F�IRE-CA57 �SALL SECTION (AL 51 /21I = 11_0 II NOTE: - ALL INTERIOR FACES OF WALL PANELS HILL BE KEPT EXPOSED AND UNPAINTED. DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A (b X 6 X 1.4/1.4 W.W.M. (TYP) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GAST-IN-PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GA5T CONCRETE LINTEL 0' MIN. 5R6.) 054500 .A PRE-ENGINEERED, PRE-GAST WALL PANEL 036200 .A 1-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.0) DIVISION 4 - MASONRY 040516 A GROUT 040515 A MORTAR 04051q A LADDER TYPE MA50NRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (g&A. MIN.) 040523 .A GONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES @ 16" O.G. .G 1/2" EXPAN51ON JOINT MATERIAL 4 SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D 6ALVANIZED TUBE STEEL .E MISCELLANEOUS STEEL (GALVANIZED) 050525 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS B GALVANIZED ANCHOR BOLT5/7HRU BOLTS N/ WA5HER5 G 5TAINLE55 57EEL LAG 5GREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DEGKIN6 (SEE FRAMING FLOOR PLANS) OIVI510N 6 - WOOD, PLASTICS 8 COMPOSITES 060523 .D 1/2" (P ANCHOR BOLT @ 52" O.G. MAX. W/ 6" MIN. EMBEDMENT .E 3/4" 0 HOOKED ANCHORS N/ 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRESSURE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 3/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 06421q A PLASTIC LAMINATE FACED ND, PLANKS DIVISION 7 - THERMAL $ M015TURE PROTECTION 011500 A W.R. GRADE ICE s WATER SHIELD .B W.R. 6RAGE PERMA BARRIER MEMBRANE 071400 .A 5ITUMA5TIC WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE GEOTEXTILE WATERPROOFING 012113 A 5/4" RIGID INSULATION $ VAPOR BARRIER 072116 A 3 1/2" BATT INSULATION (R-I I) .B 6" BATT INSULATION (R-Iq) 012126 A WATER BLOWN FOAM INSULATION (R-38) N/ THERMAL BARRIER A5 REO'D, .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 072500 .A W.R. 6RAGE PERMA BARRIER FLASHING .B 10 MIL. GLASS "A" 5TE60 WRAP VAPOR RETARDER .G 30# FELT 014213 A FLAT SEAM METAL WALL PANEL SYSTEM 075200 .A MODIFIED BITUMEN ROOFING (51PLA57) .B 51PLA5T PARADIENE 20 T6/30 T6 ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FIN15H PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING C NON-COMBUSTIBLE GANT STRIP .D PARAPRO 123 FLASHING SYSTEM 076200 .A 2 PIECE PRE PTO. ALUM. FLA5HIN6 .B PRE PTO. ALUM. FLASHING .G PRE PTO. ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLASHING .F ALUM. WATER 716HT UMBRELLA 076500 .A 4" VYCOR PLUS SELF -ADHERED FLASHING 077113 A PRE -PAINTED ALUM. GOPIN6 A55EMBLY 077215 A PRE -FABRICATED ALUM. HVAG CURB 07g100 A 51LICONE SEALANT/CAULKING 4 BACKER ROD (DON 7010) .B GOMPRE551BLE FILLER $ SEALANT DIVISION 8 - OPENINGS 051113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 051400 .A WOOD DOOR (SEE DOOR SCHEDULE) 054515 A ALUMINUM STOREFRONT .B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER ,G ALUMINUM STOREFRONT DOOR 084413 A ALUMINUM CURTAIN WALL 081100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN, TEMPERED 6LA55 .B 1/4" MIN. SPANDREL 6LA55 DIV15ION q - FINISHES Og2213 A METAL FURRING $ LATHING SYSTEM .B 7/8" HAT CHANNEL @ 24" O.G. (MAX.) 0g2216 A MTL. 5TUD5 @ 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK 012256 .A ZING COATED METAL LATH 012425 .A 5/8" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY REGLET) .G J-570P (FRY RE61LET JDM 625) .D STUCCO CONTROL JOINT. PLA5TIG OR GALV. MTL. 0g2bO A DUR-ROCK 012816 A 5/8" DEN5-GLA5 GOLD (GEORGIA PACIFIC) .B 5/8" DEN5-5HIELD (6EOR61A PACIFIC) .G 5/8" DEN5-DEGK (6EORGIA PACIFIC,) Og2g00 .A GYPSUM WALLBOARD (SEE NALL TYPES) .B 5/6" TYPE 'X' GYPSUM WALLBOARD .G FRY-RE6LET (DRM 625-625) .D FRY-REGLET 0015123 A ACOUSTICAL CEILING TILE 0g6513 A VINYL OR RUBBER BASE 016800 .A CARPET DIV15ION 10 - SPECIALTIES 101400 A 516NA&E 102816 A MIRROR DIVISION 12 - FURNISHINGS 123600 A 50LID 5URFAGING (GORIAN MIN. 1/2" THICK) DIV151ON 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 312523 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 321515 A CONCRETE WALK - all 511 - all CJ � � CJ DIVISION 3 - CONCRETE 2 1/2" 2 1/2" 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL #3 TIES @ 24" O.G. NOTES FOR LAP SPLICE INFO.) #3 TIES 8 O.G. 032200 .A 6 X b X 1.4/1.4 W.W.M. (TYP.) #3 TIES 24" O.G. 053000 .A CONCRETE FLOOR SLAB cv ° ° ° ° .B CONCRETE FOOTING C CAST-IN-PLAGE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 034100 .A PRE-GA57 CONCRETE LINTEL (8" MIN. BR&.) a ° a ° a ° 034500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A I-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) O a a a DIVISION 4 - MASONRY 040516 A GROUT a cV Q - a 040515 A MORTAR `p 0405Iq A LADDER TYPE MA50NRY REINFORCEMENT SEE I/A8.1 FOR a a ° N/ ADJUSTABLE BRICK TIE (q&A. MIN.) ADDITIONAL INFO 040523 .A CONT. COPPER FACED THROUGH -WALL FLASHING ° .B WEEP HOLES @ 16" O.G. #5 HORZ. BARS C 1/2" EXPAN51ON JOINT MATERIAL s SEALANT 042200 .A &" CONCRETE MA50NRY UNIT (U.N.O.) a � #5 HORZ. BARS .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) � DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE 7 1/2" #5 HORZ. BARS .B GALVANIZED STEEL PLATE .0 GALVANIZED 57EEL CHANNEL (SEE FRAMING PLAN) ° .D GALVANIZED TUBE 57EEL ,E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 5,A5KETED FASTENERS .B GALVANIZED ANCHOR BOLTS/THiRU BOLTS 5 4 3 2 S WASHERS .G STAINLESS STEEL LAG SCREW fah•® - 6 - f�6 0 - � - 051225 A STEEL COLUMN (SEE FRAMING PLAN) /2 - -D I/2 - -O I I/2 - -O I I/2 - I -O .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) 143'-4" O.A. DIVISION 6 - WOOD, PLASTICS S COMPOSITES 060523 ,D 1/2" (P ANCHOR BOLT ® 32" O.G. MAX. Al 6" MIN. EMBEDMENT .E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PiRE55UiRE TREATED WOOD .B 2X PRESSURE TREATED WOOD 061600 .A 1/2" GDX PLYWOOD T.O. WALL T.O. WALL T.O. WALL T.o. WALL T.O. WALL .B 5/4" MARINE GRADE PLYWOOD EL = Ib'-O'i EL = 18'-0" EL = 16'-0" EL = 18'-011 EL = I6-0" 064100 .A CUSTOM WOOD CABINETS CB -I (TYF) 064211 A PLASTIC LAMINATE FACED AD. PLANKS D I V 1510N 7 - THERMAL � MO I STURE PROTEGTI ON II i• 011500 .A W.R. GRACE ICE s WATER SHIELD II SEE �XI .B W.R. &RAGE DERMA BARRIER MEMBRANE /A8.1 Yp 6 (TlOp ® g i i ! ! , i W IZXl6 (TbP 011400 .A B I TUMA5TI C WATERPROOF I NG - I (TYP.) , i ! U�1.® � , i INp. U.N. @ !4'—a') 1 o M l4 (50NNEBORN HLM5000) II 011100 A VOLTEX BENTONITE GEOTEXTILE WATERPROOFING `r 4'-5 5/4" 4'-5 3/4' I'-8" 012115 A 5/4" RIGID INSULATION s VAPOR BARRIER T.O. WALL 5'-0" �,4'-II 3/4"�, 5'-0" �, "4'-11 3/4"" 4'-5" 1 5'-O" i 4'-5" ' 5'-4" " 5'-0" " 5'-0" " 5'-4" ' 5'-4 I/4" " 5'-O" " j 111t0 5'-4 I/4" �, 5'-0" �, �, y 5'-0" i 1 072116 A 3 I/2" BAIT INSULATION (R-IU p I I I I I (Ty I I1I1 I o (TYP.) (Ty (TYP.) (TYR.) I (TYR.) I I I (TYR.) I I ILI .B 6 BATT INSULATION (R-Iq),� 072126 A WATER BLOWN FOAM INSULA TION (R-38) 1z OPENING � T.O. WALL W/ THERMAL BARRIER A5 REQ'D.m I I I I ! m EL = 16-0'I 7 i [L & i FOR 'z Q " ! ' " ' ' i " ! .6 GORE -FILL 500 GMU FOAM INSULATION (R-14) A8.1 r, r r MECH. I I I I r__-_- ii I I I I I n r n r r, 072500 .� A.R. M GRGLA55 A 5 $E&ORIER FLA5HIN6 WRAP VAPOR RETARDER I I 1- (TYP.) I II — n — — — — — — IL n u n i ! _ , 11 , nl - !�- li ! " " L1J -� I , " ---------I LIB-- ------- 1 3-6 I/2 17— —ill—L--� ! \ / , I i� tL _ --Ii �--ITT-- i� i ! \ / ! g `i ----, T--!------� T�---�--- , ! ! �r r----I—I--------- , \ / , L -' --L�� ,I , G 30# FELT li l ! ! -1 ---- RTU ----� _ -� 11 RTU U�== _�L-- -- - - J------_ -_— __ _--_-_-_-_� RTU�4 ���- _� 074213 A FLAT SEAM METAL WALL PANEL SYSTEM --� j T---- 4-�- ----1 11 ��-- --�CI T-� T 7 rO LDS. I � 11 -4 IOgO L�5 -- �1_ J ---� _I_ �_ _ �_L140 L555. L �_ __ _ J 075200 ,A MODIFIED BITUMEN ROOFING (51PLA57) r�-- --- L - - _--u II -- ---Ji �f `I _ I -- --- - _ - - m J .B 51PLA5T FARADIENE 20 TG/30 T& n� n Jmf m-E=d - _ LJ n .. �•� If "" ®I ®L T_TL - n ii r'i n-OIW16X36 (TOF 14'-O")= I I ROOF MEMBRANE. TORCH I PLY PARADIENE 1 GMU WALL ABOVE 2 III O� I t 4 I Q WALL I 20 76, THEN TORCH A FINISH PLY OF PARADIENE i ! ! i AB.I ' I-HR I I ! ! = i I ! ! ! ! 1 B VERAL 2LPIECE PRE PTD ALUM. FLASHING NALLi 7 �_ GWON-COMBUSTIBLE CANT STRIP o WI2X16 TOP ®17-4 TYP. OF 6) _ Ln ( I n) ( = I I I I I ,I III I I II I III I� I I I I I I \!�' 611 �; A8.1 .D PARAFRO 125 FLASHING SYSTEM "�-(OP ® I II i i " i A8.0 I'I I ! ;I i I ! ' O O ! i i ! I I i 076200 .A 2 PIECE PRE FTD. ALUM. FLASHING w�2X\6 N0 ! ! i "SEE ,I - - - - - I U- < _, II z .B PRE FTD. ALUM. FLASHING I I I �P tI GB-2 ' (TYP.) III o I I! I I I x Q I I I I I SEE I I PRE FTD. ALUM. DRIP EDGE —GMU WALL ABOVE I " ��' fY I Q J I l i ' 1 3 ! g i i I " I/A8. D PRE PTD. ALUM. TRIM (2—SPAN) I I i t m f- LLJ _I I X I I II i ! " " A8.0 ! 1 1 I (TYR.) 1 ! .E PRE -PAINTED ALUM. GAP FLASHING BOT. OF BM. @ W-8" - - - - i i 3 I1 GB-3 .F ALUM. WATER TIGHT UMBRELLA - STEP WALL 016500 .A 4" VYCOR PLUS SELF -ADHERED FLASHING _— �r ----- -- --- -- - -- -- --- - 077115 A FRE-FAINTED ALUM. COPING A55EMBLY ' 1211 L3X3 017213 A PRE -FABRICATED ALUM. HVAG CURB ! I ! I ! 4,-1„ ! -3„ - - ®- - 4'-I " 12 ! - 1 ! 1 ! T.O. WALL , A8.0 , , g , g EL = Ib'-O" 011100 A SILICONE SEALANT/CAULKING T.O. WALL T.O. WALL T.O. WALL m - ®- - TYP. STEP WALL TYR N T.O. WALL 8 BACKER ROD (DON 110) EL = 16'-0" EL = I5'-0" EL = I6'-0" m ----- ---- � -- --� �- _ - � ----® --- -w--- EL = .B COMPRESSIBLE FILLER ff SEALANT T.O. COLUMN 419 " i ' ' - - -I -O ®- "' ll( EL = 1OLU , , , -0 T.0. YVALL - - T.D. WALL ' ' ' ' ' I ' I ' T.O. COLUMN DIVISION 8 - OPENINGS EL = 20'-0" EL = 2D'-O" " ' ' 1 ' ' EL = 16'-0" 051113 A HOLLOW METAL DOOR FRAME WI6X31 (TOP @ q'-8") .B HOLLOW METAL DOOR W8X24 (BTM. @ g'-8") - , ----- -- - ----- -- - -- -- 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) (TYR. OF 6) 8 `;� WI6X31 A8.4 054313 A ALUMINUM STOREFRONT A8.1 m WI6X31 (TOP 17'-O") Jl (TOP @ W-8") .B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER c NI6X31 (TOP @ II' -a") G ALUMINUM STOREFRONT DOOR STEP WALL EMBED PL. T.O. COLUMN 084415 A ALUMINUM CURTAIN WALL " WIOX22 (BTM. ® W-8") I/2 X7-I/2 XI -10 W/ EL = 20 O 087100 .A ALUMINUM THRESHOLD T.O. WALL STEP WALL L3X3X3/8" GLIP L3X3 088100 .A 1/4" MIN. TEMPERED GLA55 EL = 221-811 ANGLES SEE 5/A6.0. .B 1/4" MIN. SPANDREL GLA55 Y 0 DIVISION q - FIN15HE5 Og2213 A METAL FURRING $ LATHING SYSTEM Y 143'-4" O.A. .B 1/5" HAT CHANNEL @ 24" O.G. (MAX.) Ir 012216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH WHERE NECESSARY, SPLICE 012425 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. TOP STL. MIDSPAN B STUCCO REVEAL (FRY RE&LET) . 2/3 I/3 EQ. EQ. I .0 J-STOP (FRY iRE&LET JDM 625) A6.0 1/411 = 11-Oil Og2813 ,A STUPURCCO COCK CONTROL JOINT. PLASTIC OR &ALV. MTL. g0° 57;) AGI GON5T. JOINT A5 TENSION / 012816 A 5/8" DENS-6LA5 &OLD (&EORGIA PACIFIC) HOOK ® REQ'D, (TYP.) 41i SPLICE SEE ry Z B 5/5" DEN5-SHIELD (GEORGIA PACIFIC) s Di EN05 OF 5GHEDULE ON AO.35 .G 5/8" DEN5-DEGK (GEORGIA PACIFIC) BEAM. (TYR.) v Og2100 .A GYPSUM WALLBOARD (SEE WALL TYPES) a d ° ° a ° . d ° ° ' d a ° B 5/8" TYPE 'X' GYPSUM WALLBOARD � 44 a. ° _ a � ° a ° 4 NOTES: G FRY-REGLET (DRM 625-625) ° m d . ° °a ° I. METAL ROOF DEGK TO BE 47 -1/2" DEEP 22 GA. GALVANIZED TYPE "B". FASTEN DEGK %v/ D FRY-RE6LET p 2" ° 4 ° ° Q d \ ° a°._ 4 dC d ° ° ° ° ° d d ° a d a �- °a. (5) 5/5" 4) FUDDLE HELD PATTERN AT EACH SUPPORT AND (10) #10 TEK 51DE LAP Og5123 A ACOUSTICAL CEILING TILE d ° a d ° a ° a ° FASTENERS FOR 36" WIDE DECKING U.N.O. SEE 3/A8.1. Og6513 A VINYL OR RUBBER BASE ° d \ 2. TOP OF STEEL ELEVATION = (+) 14'-0" U.N.O. a ° 3. ALL STRUCTURAL METAL STUDS AND STOREFRONTS ARE TO BE PRE=ENGINEERED. SUBMIT Og6800 .A CARPET #3 STIRRUPS (TYP.) v 5/5 GALGULATION5 AND SHOP DRAWIN65. DIVISION 10 - SPECIALTIES 61i 101400 A 516NA&E 2" SEE SCHEDULE FOR EXTEND BOTT. BARS 102816 A MIRROR STIRRUP SPACING INTO SUPPORT UNLE55 DIVISION 12 - FURNI5HIN65 BAR5 ARE CONT. (SPLICE PER 50HEDULE) 123600 A 50LID 5URFAGIN6 (CORIAN MIN. 1/2" THICK) OPEN DIV151ON 26 - ELECTRICAL N 265100 A INTERIOR LIGHTING FIXTURE s 265600 .A EXTERIOR LIGHTING FIXTURE Q 6 I DIVISION 31 -EARTHWORK Ji 312323 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYF.) DIV15ION 31 - EXTERIOR IMPROVEMENTS 521513 A CONCRETE WALK U revision by 0 0 klar and War architects inc. 28473 u.s. 19 n. clearwater, fl 33761 tu J -A -A OL %S a, L U American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar AA 0002321 ❑ Preliminary ® Permitting Set IN Construction Set Date: 05.06.15 Drawn: 5K/HE/KN Sheet: Of: i� VERAL DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) a - A 052200 .A 6 X b X 1.4/1.4 W.W.M. (TYP.) 053000 .A CONCRETE FLOOR SLAB 21 .B CONCRETE FOOTING z 051223.A 051223.A .G GA5T-IN-PLACE CONCRETE BEAM D CAST-IN-PLAGE CONCRETE COLUMN N PARADIENE 30 FIR, 76 Og2gOO.A (TYP.) 01g100.A (TYP.) 011100.A (TYP.) 054100 .A PRE -CAST CONCRETE LINTEL 0' MIN. BR6.) PARADIENE 20 PR 084313.A (TYP.) 084313.G (TYP.) 054500 .A PRE-ENGINEERED, PRE -CAST WALL PANEL Og2216.A (TYP.) 036200 .A 1-1/2" HIGH 57REN6TH NON -SHRINK GROUT (U.N.O.) 1_ a Og2423.0 (TYP.) v DIVISION 4 - MASONRY GONT. L3X3X1/4 WELDED TO - LN( 040516 A GROUT SUPPORTS LED ROPE LIGHTING ❑ 040515 A MORTAR 'D' (RUN VERT.) SEE 0405lq A LADDER TYPE MASONRY REINFORCEMENT ELECTRICAL. W/ ADJUSTABLE BRICK TIE (qGA. MIN.) T.O. BEAM 040523 .A GONT. COPPER FACED THROUGH -WALL FLA5HIN5 All 7 I1'-4" GALV. MGSX18.1 W/ LED ROPE LIGHTING .B WEEP HOLES ® 16" O.G. 3/4" EPDXY BOLTS D' (RUN VERT.) SEE G 1/2" EXPANSION JOINT MATERIAL SEALANT Og2423.A, 1/6" (MIN.) • (3" EMBED) 32" O.G. ELECTRICAL. �; 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) 012423.0 (TYP.) - .B 8" CONCRETE KNOGK-OUT BLOCK (U.N.O.) 042200.A (TYP.) I IQ v DIVISION 5 -METALS DON lq0 SEALANT. 053000.A (TYP.) . p Og2216.A (TYP.) 050515 A GALVANIZED STEEL ANGLE (TOOL TO FACILITATE WATER RUN-OFF) � 'a 051Z23.G (TYP.) E GALVANIZED STEEL PLATE a a 012100.A (TYP.) C GALVANIZED 57EEL CHANNEL (SEE FRAMING PLAN) CONCRETE FASTENERS @ 8" O.G. (MAX.) I� ' .D GALVANIZED TUBE 57EEL W/ 5/8"� O.D. BONDED SEAL WASHER as ROOF DRAIN E MISCELLANEOUS STEEL (GALVANIZED) (0.060 IN. MIN. GASKET THICKNESS). • 8 (SEE PLUMBING) 1-OII 050523 .A HIGH DOMED, GAPPED, AND &A5KETED FA5TENERS PRE-PTD. ALUM GOUNTERFLASHIN&. a - A8 p 1 1/2 B WASHRD ANCHOR BOLTS/THRU BOLTS (4" MIN. OVERLAPS) (SEE NOTE BELOW) 4 .G 57AINLE55 57EEL LAG 5GREW 051225 A 57EEL COLUMN (SEE FRAMING PLAN) 033000.G (TYP.) .B 57EEL TUBING (SEE FRAMING PLAN) C 57EEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (5EE FRAMING FLOOR PLANS) ° VERAL �'`8 p I I/2' = 1 -O DIVISION b - WOOD, PLASTICS I COMPOSITES z PARADIENE 20 TG 1 060523 .D 1/2" � ANCHOR BOLT 32" O.G. MAX. W/ 6" MIN. EMBEDMENT PARADIENE 30 FR TG N a AB.O /2"- I'_O E 5/4" (P HOOKED ANCHORS W/ 6" MIN, EMBEDMENT PARADIENE 20 PR 081113.A (TYP.) NOTE: IF- - SOUND BATT INSULATION IN51DE WALL5 NOT SHOWN FOR CLARITY. 061000 .A IX PRE55URE TREATED WOOD � 051223.A .$ 2X PRESSURE TREATED WOOD 042200.A (TYP) 061600 .A 1/2" COX PLYWOOD - - Og2100.0 (TYP.) NOTE: 'DRMB-625-600' E 3/4" MARINE GRADE PLYWOOD - SOUND BATT INSULATION INSIDE WALLS NOT SHOWN FOR CLARITY. 064100 .A CUSTOM WOOD CABINETS O12gOO.A (TYP.) T.O. BEAM 064211 A PLA5TIG LAMINATE FACED WD. PLANKS 14-0 DIVISION 1 - THERMAL $ MOISTURE PROTECTION 053000.A (TYP.) GROUTED BASE COURSE 6 012100.A (TYP.) 011300 A W.R. GRADE ICE 4 WATER SHIELD .B W.R. GRAGE DERMA BARRIER MEMBRANE GRADE A106 WELDABLE Og2216.A (TYP.) 011400 .A 5ITUMA5TIG WATERPROOFING - L4X4X1/4 BEARING ANGLE REBAR DOWELS TO STEEL SLOPE 1/8" PER FT. BEAM (50NNEBORN HLM5000) EPDXY BOLTED TO GROUTED L3 X 3 X 1/4 57L. (MIN) 011100 A VOLTEX BENTONITE GEQTEXTILE WATERPROOFING MASONRY BASE COURSE - 051225.0 (TYP.) ANGLE BLOCKING. 053000.A, 012113 A 5/4" RIGID INSULATION $ VAPOR BARRIER COPE ANGLE AS PAINTED COLOR 'P-2' NOTE: 012116 A 3 1/2" BATT INSULATION (R-I1) 5/4" 0 EPDXY BOLTS REQ'D. (SEE MATERIALS MANUAL) - SOUND BATT INSULATION INSIDE WALL5 NOT SHOWN FOR CLARITY. B 6" BATT INSULATION (R-Iq) (6" EMBED) ® 52" O.G. I'-b" 012126 .A WATER BLOWN FOAM INSULATION (R-38) GONT. GALV. PLATE a W/ THERMAL BARRIER AS REQ'D, .B /4" X 5" GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. &RAGE PERMA BARRIER FLASHING B 10 MIL. GLASS "A" 5TEG0 WRAP VAPOR RETARDER Og2423.G (TYP.) G 30# FELT Olq IOO.A (TYP.) ANGLE TO 051223.A CUSTOM LASER 014215 A FLAT SEAM METAL WALL PANEL 5Y5TEM 5116 2" @ 24" FLANGE 3/I6 2" GUT MTL. PANEL 015200 .A MODIFIED BITUMEN ROOFING (51PLA57) 084313.A (TYP.) (SEE M.M.) .B 51PLA5T PARADIENE 20 T6/30 T6 T.O. BEAM • Og2816.8 (TYP) ROOF MEMBRANE. TORCH I PLY PARADIENE � II'-8" 30FRTG. ALL 20 76,7HEN TVERT. FLA5HIN65ORCH A FINISH LSHALL Y OF PARADIENE ROOF DRAIN 051113.A (TYP.) (SEE PLUMBING) BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING 084313.A G NON-COMBUSTIBLE CANT STRIP 051223.A O1gIOQ.A (TYP.) 06421q.A (TYP.) D PARAPRO 123 FLASHING SYSTEM OL 10 051223.0 (TYP.) 10 012g00.D Og2216.A (TYP.) O12g000 (TYP.) 016200 .A 2 PIECE PRE PTD. ALUM. FLASHING �`8 0 1 1/211 = 1 I-OI, 5TO. AI5G SHEAR CONN. 'DRMB-625-600' Og21OO.A (TYP.) 'XDM-50-50' .5 PRE PTO. ALUM. DRIP ED6E PRE PTO. ALUM. 0 (NOTE BOLTS IN 51N&LE SHEAR) .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. CAP FLA5HIN6 COPE BEAM .F ALUM. WATER TIGHT UMBRELLA FLANGE5 AS REa'D 016500 .A 4" VYGOR PLUS SELF -ADHERED FLA5HIN6 5 A8.0 011115 A PRE -PAINTED ALUM. COPING A55EMBLY 1 1/2"= I'-L 011213 A PRE -FABRICATED ALUM. HVAG CURB A8.0 1 1/2°=I -O° 071100 A 51 IICONER i L (T/C a0I)G .B COMPRESSIBLE FILLER $ SEALANT NOTE: NOTE` DIVISION 8 -OPENINGS a - SOUND BATT INSULATION IN51DE WALLS NOT 5HOWN FOR CLARITY. -SOUND BATT INSULATION INSIDE WALLS NOT SHOWN FOR CLARITY. 081113 A HOLLOW METAL DOOR FRAME 12 .B HOLLOW METAL DOOR AS.O 1 1/2 I'_O" 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) 054313 A ALUMINUM STOREFRONT 012126.8 (TYP.) a .B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER .G ALUMINUM STOREFRONT DOOR 033000.G NOTE: SEE STRUCTURAL SPECS FOR CONNECTION DE516N 054415 A ALUMINUM CURTAIN WALL TOP OF BEAM T.O. BEAM PREP PRIME GMU AS REQ'D. FOR 081100 .A ALUMINUM THRESHOLD 14'-O" 14'-0" WATERPROOFING MEMBRANE. 0112423.A, 1/8" (MIN.) 088100 .A 1/4" MIN. TEMPERED 6LA55 ° STUCCO CONTROL JOINT - Y • 70- 042200.A (TYP.) GONT. L3X3XI/4 a 51M. SEE 4/AO.2 .B I/4" MIN. SPANDREL GLA55 I WELDED TO 012126.E (TYP.) AD.IB Og2236.A O/ DIVISION g - FINISHES SUPPORTS 011300.B (TYP.) Og2213 A METAL FURRING #LATHING SYSTEM Y a Og2816.A B 1/8" HAT CHANNEL ®24" O.G. (MAX.) (TYP.) t OF LETTER Og2216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) SLOPE I/8" PER FT. 3/I6 3" 10" N TYP. .B 2 1/2 MTL. STUD TRACK (MIN.) h d 0g2236 .A ZING COATED METAL LATH a p d a 0g2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. o E STUCCO REVEAL (FRY REGLET) .G J-STOP (FRY REGLET JDM 625) 042200.A D STUCCO CONTROL JOINT. PLASTIC OR GALV. MTL. j a 012515 A DUR-ROCK 012816 A 5/8 DEN5-6LAS GOLD (GEOR(5I A PACIFIC) SEE I/A8.1 (TYP.) 51GNA6E (SEE ELEVATION) 084313.A B 5/8" DEN5-SHIELD (GEORGIA PAGIFIG) (GOOR'D ATTACHMENT W/ .G 5/8" DENS -DECK (GEORGIA PACIFIC) O1q I OO.A (TYP.) c 516NA6E MANUF.) 012116.A (TYP.) . 0g2500 .A GYP5UM WALLBOARD (SEE WALL TYPES) U Og2216.A (TYP.) .B 5/8" TYPE 'X' GYP5UM WALLBOARD a Og2gOO.A (TYP.) a .0 FRY-REGLET (DRM 625-625) 0 BOTTOM OF BEAM IS X 2 X 1/4 5TL. PLATE, b I6 GA MTL. STUDS PRIMED PTO. g0° BEND 3" 24 O.G. Og2216.A (TYP.) 1 ON ONE END. (TYP. ® EA. LETER) DFRV-REGLET 0g5123 A ACOUSTICAL CEILING TILE a Og2816.A (TYP.) 014213.E (TYP.) 012126.5 (TYP.) Og6513 A VINYL OR RUBBER BASE 033000.G (TYP.) LED ROPE LIGHTING (SEE ELECTRICAL) 011300.E (TYP.) 0g6800 .A CARPET U O 042200.A (TYP.) L3 X 3 X 1/4 5%. ANGLE GONT. DIVISION 10 - SPECIALTIES 051223.A 101400 A 516NA&E 102516 A MIRROR 0 DIVISION 12 - FURNI5HING5 3 2 1 123600 A SOLID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) AP .O AS.O A8.O A8.0 I/2°= I -Oil DIVISION 26 - ELECTRICAL N 1 1/2 -11_O 1 1/2 =I,_Oi I/2 =1 _O� 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE a NOTE: .� .. _ 3DIVISION .A 1 GLEAN COMPACTED, TERMITE - G.G. TO SUBMIT ALL 516NA6E SHOP DRW65. TREATED FILL (TYP.) N DIVISION 31 - EXTERIOR IMPROVEMENTS CL 321313 A CONCRETE WALK U revision by 0 0 0 0 klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 ii UL LU American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar 'd AA 0002321 ❑ Preliminary ® Permitting Set ® Construction Set Date: 05.06.15 Drawn: SK/HE/KN Sheet: ° Of: TYP. METAL DECKING (SEE PLANS) —� L3 X 3 X 1/4 5TL. ANGLE GOP DECK SUPPORT ANGLE W/ 3/, A507 HOOKED A.B. @ 52" Ox W' EMBED) 1-0 061600.E TOP OF WALL g'-O 10" (20 &A) MTL. 5TUD5 16" O.G. 3 5/5" (20 GA.) MTL. 57UPS 16, O.G. Og21OO.A (TYP.) 072500.15 1/2" = 1'-0" NOTE: - TO BE USED AT GL05ETS IN ROOMS III 8 112. 042200.5, GROUTED W/ (1) #5 CONT. 042200.A TOP OF BEAM STEP A5 REOV. 033000.0 (SEE STRUCTURAL) GRADE A706 WELDABLE REBAR DOWELS TO STEEL BEAM T.O. BEAM CONT. L3X3X1/4 WELDED TO SUPPORTER 051223.0 (TYP.) 21/2"� N.T.S. NO. COLUMNS �21/2" f�-�Ii�AI A - SEE SCHEDULE ELEVATION SEOfiION E3 NOTE: I. EMBED IN CONCRETE. 2. SEE PLATE 51ZE FOR MIN. DEPTH GONG. INCREASE TIE BEAM DEPTH AS REQUIRED TO ACCOMMODATE FULL PLATE DEPTH. PROVIDE 24" MIN. LENGTH. I/8 I" I" RET T$B TYP. I/4 3/4" DIA. 3/4" DIA. FRAMING BOLTS IN HORIZ. LONG WELDED HEADED 1/2" SLOTTED HOLES. FINGER -TIGHTEN TO ALLOW STUDS - WELD W/ FOR MOVEMENT STUD GUN -- Ck / w Q 1/5" X I" FLAT > BAR TO MATCH PL WIDTH. WELD TO EACH ROW OF STUDS. t 1/4 IMPORTANT: DO NOT WELD BEAM TO SEAT, GREASE BETWEEN ANGLE & BOT. FLANGE L4x4x3/5 ERECTION SEAT -FIELD LOCATE EMBED PLATE 50HEDULE -RAI MAX CT. FRAMING ANGLES NO. BOLTS BOLT TYPE PLATE X W xID) OF HEAR STUD LENUDH MIN.D15EDGE GOLUM0 ROWS TOTAL WS 2qK (2) L4x4x3/5x&" 2 @ 3" O.G. A325-N 1/2xlOxl'-I" 2 @ 6" O.G. 2 @ 5" O.G. 4 5" 2-1/2'' WIO 30K (2) L4x4x3/8x6" 2 ® 3" O.G. A325-N 1/2x10xl'-4" 2 @ 6" O.G. 3 @ 5" O.G. 6 5" 2-1/2" W12 52K (2) L443/5x,1" 3 @ 3" O.G. A325-N I/2xl4xl'-6" 3 © 5" O.G. 3 @ 5" O.G. q 5" 2-1/2" W14 55K (2) L4x4x3/5x,1" 3 @ 3" O.G. A325-N I/2x14x1'-7" 3 @ 5" O.G. 3 @ 5" O G q 5" 2-1/2" WI6 74K (2) L4x4x3/bxl2" 4 @ 3" O.G. A325-N I/2xl4xl'-10" 3 @ 5" O.G. 4 @ 5" O.G. 12 5" 2-1/2" 1 I/2"=1'-0" 050513.D (TYP.) &ALV. H55 6X2X3/16 051223.0 BOTTOM OF q'-8 T.O. BEAM (5) 5i CENTE' PERIMETEF TYP. (#10) &A. TES O.G. OR WELD THE AT 6" O.G. MAX. FILLER 5HEET WHERE DE TERMINATE AT PERIMETE 12" 2" (TYP.) -1/21I= 11_01I N DIV15ION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 035000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .0 CAST -IN -PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GA57 CONCRETE LINTEL (5" MIN. BRO.) 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A 1-1/2" HIGH 5TREN6TH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MA50NRY 040516 A GROUT 040513 A MORTAR 0405lq A LADDER TYPE MA50NRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (,16A. MIN.) 040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN6 .B WEEP HOLES @ 16" O.G. G 1/2" F-XPAN51ON JOINT MATERIAL I$ SEALANT 042200 .A S" CONCRETE MASONRY UNIT (U.N.0) B b" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIV15ION 5 - METALS 050515 A GALVANIZED STEEL ANGLE B 6ALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D 6ALVANIZED TUBE STEEL .E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS .B 6ALVANIZED ANCHOR BOLT5/7HRU BOLTS W/ WA5HER5 .G 5TAINLF-55 STEEL LAG 5GREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .0 STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (5EE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS I$ COMPOSITES ^T=^ 060523 D I/2" 0 ANCHOR BOLT @ 32" O G MAX DBL. ANGLE 'LICE A5 REO'D. W/ 6" MIN. EMBEDMENT E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRE55URE TREATED WOOD B 2X PRESSURE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 064211 A PLASTIC LAMINATE FACED AD. PLANKS DIVISION 7 - THERMAL $ MOISTURE PROTECTION 011300 A W.R. &RAGE ICE I$ WATER SHIELD .B W.R. &RAGE DERMA BARRIER MEMBRANE 011400 .A BITUMA5TIC WATERPROOFING - (50NNEBORN HLM5000) 011700 A VOLTEX BENTONITE &EOTEXTILE WATERPROOFING 012115 A 5/4" RIC71D INSULATION $ VAPOR BARRIER 012116 A 3 1/2" BATT INSULATION (R-II) B 6" BATT INSULATION (R-Iq) 012126 A WATER BLOWN FOAM INSULATION (R-35) W/ THERMAL BARRIER AS REO'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 072500 .A W.R. &RAGE DERMA BARRIER FLASHING .B 10 MIL. CLASS "A" 5TE670 WRAP VAPOR RETARDER .G 30# FELT 014213 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA57) .B 51PLA5T PARADIENE 20 T5/30 T6 ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FIN15H PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN& G NON-COMBUSTIBLE CANT STRIP .D PARAPRO 123 FLASHING SYSTEM 016200 .A 2 PIECE PRE PTO. ALUM. FLASHING .B PRE PTD. ALUM. FLA5HIN6 .G PRE PTO. ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLASHIN6 F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING 017113 A PRE -PAINTED ALUM. COPING ASSEMBLY 017213 A PRE -FABRICATED ALUM. HVAG CURB 011100 A 51LICONE SEALANT/CAULKING 1 BACKER ROD (POW 110) B COMPRESSIBLE FILLER $ SEALANT DIVISION 5 - OPENIN65 081113 A HOLLOW METAL DOOR FRAME B HOLLOW METAL DOOR 051400 .A WOOD DOOR (SEE DOOR SCHEDULE) 084313 A ALUMINUM STOREFRONT B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER .0 ALUMINUM STOREFRONT DOOR 054415 A ALUMINUM CURTAIN WALL 051100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN. TEMPERED 6LA55 .B 1/4" MIN. SPANDREL 6LA55 DIVISION 1 - FINISHES 012215 A METAL FURRING s LATHING 5Y5TEM .B 1/8" HAT CHANNEL @ 24" O.G. (MAX.) K5 AT 0012216 A MTL. 5TUD5 @ 24" O.G. (SEE PLANS FOR SIZE) 5 BTWN SUPPORTS. .B 2 1/2" MTL. STUD TRACK 0g2236 .A ZING COATED METAL LATH 012425 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY RE6LET) .G J-STOP (FRY RE&LET JPM 625) .D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. 012513 A DUR-ROCK 012516 A 5/5" DENS-6LA5 &OLD (GEOR&IA PACIFIC) .B 5/5" DEN5-5HIELD (6EOR&IA PACIFIC) .G 5/5" DEN5-DECK (&EORGIA PACIFIC) Og2500 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/8" TYPE 'X' GYPSUM WALLBOARD .0 FRY-RE&LET (DRM 625-625) .D FRY-RE&LET 0115123 A ACOUSTICAL CEILING TILE 016513 A VINYL OR RUBBER BASE 016500 .A CARPET DIV15ION 10 - SPECIALTIES 5 01400 102816 A ME MIRROR .A MIRROR 1-1/2"=1'-0" DIVISION 12 - FURNISHIN65 VHEN DECK STARTER SHEET LOW LIP 15 WELDED TO PERIMETER A' -0" O.G. STEEL FILLER SHEET 15 NOT REQUIRED. 125600 A 50LID 5URFAGING (GORIAN MIN. 1/2" THICK) DIV15ION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 312323 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIV15ION 31 - EXTERIOR IMPROVEMENTS 321313 A CONCRETE WALK 0 revision by A A 0 0 0 klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 LU L LL UL LU American Institute of Architects member firm ❑ Roberta S. Klar ® Steven L. Klar AA 0002321 ❑ Preliminary [g1 Permitting Set ® Construction Set Date: 05.06.15 Drawn: SK/HE/KN Sheet: Of: SEE TABLE FOR SIZE. 0 E `o 1 1/2"= 1'-0" NOTE: I. G.G. TO SUBMIT ALL FLA5HIN6 DETAILS N/ ROOFING SHOP DRW65, INGULDIN6 ALL CURBS. 2. SEE DETAIL (o/A5.4 FOR ROOF CURB SUPPORT STRUCTURE � OF BEAMS (SEE PLAN) N.T.S. ,N STRUCTURAL) ID INSULATION TOP OF BEAM 053000.A (TYP.) 051223.G (TYP.) NOTE5: I. LOCATE AN6LE5 BELOW ALL EQUIP. CURBS AND AROUND ALL ROOF OPENIN65. 2. CONTRACTOR SHALL VERIFY LOCATION 4 51ZE OF OPENIN65 PRIOR TO STEEL FABRICATION. 5. FRAME 15 REO'D. FOR OPENING 1'-0" I GREATER. UNIT NE16HT AN6LE SIZE 0-615 LBS. L4 X 3 X 1/4 L.L.V. 616-1500 LB5. L4 X 3-1/2 X 5/16 L.L.V. 1501-3000 LBS. L6 X 4 X 5/5 L.L.V. 5001-6000 LBS. L6 X 6 X 5/5 1/2"0 5TAINLE55 STEEL BOLTS T4B IN g/16"0 DRILLED HOLES. SEALANT PARAPRC PARADIE' PARADIE' 0012816.13 4 X 5 X : 5%. AN&, L.L.H. GOP DECK 5Uf ANGLE (T 053000. 072116.13 SOLAR G a mI EQUIP. BASE 2X 5LOGKIN6 PRE. FAB. EQUIP. CURB (SEE DETAIL 4/A8.2) MTL. DECK 051223.G (TYP.) 1-1/211=11-oll 1-1/2"=1'-0" TL. NT (TYP.) TTL STUDS ;. (TYP.) NOTE: SUBMIT SHOP DRN65. FOR REVIEW PRIOR TO INSTALLATION. DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G CAST -IN -PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GA5T CONCRETE LINTEL (8" MIN. BR6.) 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 056200 .A 1-1/2" H16H 5TREN&TH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 .A &ROUT 040515 A MORTAR 04051q A LADDER TYPE MA50NRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (16A. MIN.) 040523 .A GONT. COPPER FACED THROU6H-WALL FLA5HIN& .B WEEP HOLES @ 16" O.G. .G 1/2" EXPAN51ON JOINT MATERIAL 4 SEALANT 042200 .A 6" CONCRETE MA50NRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.C.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .0 GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE 57EEL .E M15CELLANEOU5 STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 6A5KE7ED FASTENERS .B GALVANIZED ANCHOR BOLTS/THRU BOLTS W/ WASHERS .G 5TAINLE55 STEEL LAO SCREW 051223 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 055000 .A METAL DECKING (5EE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS # COMPOSITES 060523 .D 1/2" (P ANCHOR BOLT @ 32" O.G. MAX. N/ 6" MIN. EMBEDMENT .E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" GDX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 06421q A PLASTIC LAMINATE FACED AD. PLANKS DIV15ION 1 - THERMAL $ MOISTURE PROTECTION 011300 A W.R. &RAGE ICE s WATER SHIELD .B W.R. &RAGE DERMA BARRIER MEMBRANE 011400 .A BI TUMA5TI G WATERPROOF I NG - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE &EOTEXTILE WATERPROOFING 012115 A 5/4" RI61D INSULATION $ VAPOR BARRIER 012116 A 3 I/2" BATT INSULATION (R-II) .B 6" BATT INSULATION (R-Iq) 012126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER AS REO'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. &RAGE PERMA BARRIER FLA5HIN6 .B 10 MIL. GLA55 "A" 5TE&0 WRAP VAPOR RETARDER .G 30# FELT 014213 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) .B 51PLA5T PARADIENE 20 T6/30 TO ROOF MEMBRANE. TORCH I PLY PARADIENE 20 TO, THEN TORCH A FINISH PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTD. ALUM. FLA5HIN& .G NON-COMBU5TIBLE CANT STRIP .D PARAPRO 123 FLA5HIN& SYSTEM 016200 .A 2 PIECE PRE PTD. ALUM. FLA5HIN& .B PRE PTD, ALUM, FLA5HIN6 .G PRE PTD. ALUM. DRIP EDGE .D PRE PTD. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLA5HIN6 .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLA5HIN6 011115 A PRE -PAINTED ALUM. COPIN6 ASSEMBLY 011215 A PRE -FABRICATED ALUM. HVAC CURB 011100 A 51LICONE SEALAN7/GAULKIN6 # BACKER ROD (DON 1q0) .B COMPRESSIBLE FILLER $ SEALANT DIVISION 8 - OPENIN65 081113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) 064315 A ALUMINUM STOREFRONT .B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER .G ALUMINUM STOREFRONT DOOR 054413 A ALUMINUM CURTAIN WALL 051100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN. TEMPERED GLA55 .B 1/4" MIN. SPANDREL 6LA55 DIV151ON q - FIN15HF-5 012215 A METAL FURRING $ LATHING SYSTEM .B 1/8" HAT CHANNEL @ 24" O.G. (MAX.) 012216 A MTL. STUDS @ 24" O.G. (SEE PLAN5 FOR SIZE) .B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH 012425 .A 5/8" MIN, STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY RE6LET) .G J-5TOP (FRY RE6LET JDM 625) .D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. 012615 A DUR-ROCK 012816 A 5/6" DEN5-6LA5 GOLD (6EOR61A PACIFIC) .B 5/5" DEN5-SHIELD (6EOR61A PACIFIC) .G 5/5" DEN5-DECK (6EOR61A PACIFIC) O12g00 .A C YP5UM WALLBOARD (SEE WALL TYPES) .B 5/8" TYPE 'X' 6YP5UM WALLBOARD .G FRY-RE6LET (DRM 625-625) .D FRY-RE6LET 0015123 A ACOUSTICAL CEILING TILE 016513 A VINYL OR RUBBER BASE 016500 .A CARPET DIVISION 10 - 5PEGIALTIE5 101400 A 516NA6E 102816 A MIRROR DIVISION 12 - FURN15HIN65 125600 A 50LID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 321315 .A GONGRETE WALK #1.4 TGK 5raci.i ,..a 1 OL T.O.W. 18'-O" O'7gI00.A GONT. TRP L 3X3X 14 GA. 48" O.G. (MA. 5GREW5 (MIN.) (5) 1/4"(P X 1-3/ TO WALL (MIN.). (FIRST CLIP TO 042200.E (1) #5 CON" Og2216.A 6" I6 GA h 24" O.G. 074213.E ( 0g2816.A I 011300.8 0422DD.A PROVIDE DRIP 1 1/2"=1'—p" 0-72126.8 (TYI _-042200.A (T —Og2423.A, 7/8 �5TUGG0 GONTS SEE 4/AO.2 (51 —BUILD UP 5TUG( MATCH THIGKN 012236.A O/ 071300.5 (TYF' Og281(6.A (TYP 1/2'I = 11-011 ZE-PTD ALUM. GOPING 55EMBLY, SEE 4/A8.3 �R ADDITIONAL INFO. 71300,13 (TYP) 74213.8 (TYP.) NGHOR BOLT GH DOMED, GAPED AND A5KETEO FASTENERS (TYP.) 15" O.G.) ERAL ARADIENE 20 TG ARADIENE 30 FR TG ARADIENE 20 PR c C C SEALANT( c 12" (20 GA.) MTL. 57UD5 24" O.G. 012116.A (TYP.) C 3 5/8" (20 GA.) MTL. 57UD5 24" O.G. C 012100.A (TYP.) C 07g I OO.A (TYP.) 084315.G 51'=11-pll NOTE: - 5E7 ALL ROOF LAYERS IN MASTIC A MIN. OF 6" AROUND DRAIN PERMETER. - 5E7 ROOF DRAIN AT 3" ABOVE MTL. DECK. N.T.5. T.O.M. VARIES 011I00.A (TYP.) GROUTED KOB, N 145 BAR CONT. ( 5/5" MIN. PORTLE CEMENT STUCCO 51I = I I-p II 0g2423.A (TYP.) 012423.G (TYP.) (ALL SIDES) 016500.A (TYP.) (ALL SIDES) Olq I OO.A (TYF) DOWNSPOUT NOZZLE SET IN A BED OF SEALANT. (DON 1110) SECONDARY ROOF DRAIN. SEE PLUMBING DWGS 042200.A (TYP.) 51I= I 1-0 II 'RE -PAINTED ALUM. COPING 65EMBLY SET IN SEALANT EA. 51DE SON 7g0 SEALANT CLARITY ANCHOR BOLT PRE-PTD ALUM. COPING ASSEMBLY. SEE 4/A8.3 FOR ADDITIONAL INFO. HIGH DOMED, GAPED AND GASKETED FA5TENER5 (TYP.) (@ IS" O.G.) VERAL PARADIENE 30 FIR GORE FILL INSULATION INTERIOR STUCCO FIN15H - OPTIONAL :�RAIN 0�7%E7_5*EC710N DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA5T-IN-PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GA5T CONCRETE LINTEL (8" MIN. BRG) 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A I-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040515 A MORTAR 0405I11 A LADDER TYPE MASONRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (16A. MIN.) 040525 .A CONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES @ 16" O.G. .0 I/2" EXPAN51ON JOINT MATERIAL $ 5EALAN7 042200 .A S" CONCRETE MASONRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE STEEL .E M15CELLANEOUS STEEL (GALVANIZED) 050525 .A HIGH DOMED, GAPPED, AND GA5KETED FASTENERS .B GALVANIZED ANCHOR BOLTS/THRU BOLTS N/ WASHERS .G 5TAINLE55 STEEL LAG 5GREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS 4 COMPOSITES 060525 .D I/2" �P ANCHOR BOLT @ 52" D.G. MAX. W/ 6" MIN. EMBEDMENT .E 5/44" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 3/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 06421q A PLASTIC LAMINATE FACED AD. PLANKS DIVISION 7 - THERMAL $ MOISTURE PROTECTION 011500 A W.R. GRACE ICE $ WATER SHIELD .B W.R. GRACE DERMA BARRIER MEMBRANE 011400 .A BI TUMA5TI G WATERPROOF I NG - (50NNEBORN HLM5000) 011700 A VOLTEX BENTONITE GEOTEXTILE WATERPROOFING 012115 A 5/4" RIGID INSULATION $ VAPOR BARRIER 012116 A 3 1/2" BATT INSULATION (R-I I) .B 6" BATT INSULATION (R-11) 072126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER AS REO'D. .B GORE -FILL 500 CMU FOAM INSULATION (R-14) 072500 .A W.R. GRACE DERMA BARRIER FLASHING .B 10 MIL. CLA55 "A" 5TEG0 WRAP VAPOR RETARDER .0 30# FELT 014213 A FLAT SEAM METAL WALL PANEL SYSTEM 075200 .A MODIFIED BITUMEN ROOFING (51PLA5T) .B 51PLA5T PARADIENE 20 T6/30 TG ROOF MEMBRANE. TORCH I PLY PARADIENE 20 TG, THEN TORCH A FIN15H PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING .0 NON-COMBUSTIBLE CANT 57RIP .D PARAPRO 123 FLASHING SYSTEM 016200 .A 2 PIECE PRE PTO. ALUM. FLASHING .B PRE PTO. ALUM. FLASHING .0 PRE PTO. ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLASHING .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING 011113 A PRE -PAINTED ALUM. COPING ASSEMBLY 011215 A PRE -FABRICATED ALUM. HVAG CURB 011100 A SILICONE 5EALANT/GAULKIN6 $ BACKER ROD (DON 7g0) .B COMPRESSIBLE FILLER $ SEALANT DIVISION S - OPENINGS 051113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 061400 .A WOOD DOOR (SEE DOOR SCHEDULE) 054313 A ALUMINUM STOREFRONT .B ALUMINUM FLA5HING BY CURTAIN WALL INSTALLER .0 ALUMINUM STOREFRONT DOOR 0154413 A ALUMINUM CURTAIN WALL 087100 .A ALUMINUM THRESHOLD 088I00 .A 1/4" MIN. TEMPERED 6LA55 .B 1/4" MIN. SPANDREL GLASS DIVISION q - FINISHES 0112215 A METAL FURRING $ LATHING SYSTEM .B 1/8" HAT CHANNEL ® 24" O.G. (MAX.) 012216 A MTL. STUDS ® 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK 0g2236 .A ZING COATED METAL LATH 012425 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY REGLET) .G J-STOP (FRY REGLET JDM 625) .D STUCCO CONTROL JOINT, PLASTIC OR GALV. MTL. 012615 A DUR-ROCK O12816 A 5/5" DEN5-6LA5 GOLD (GEORGIA PACIFIC) .B 5/8" DEN5-5HIELD (GEORGIA PACIFIC) .G 5/8" DEN5-DECK (GEORGIA PACIFIC) Og2g00 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/5" TYPE 'X' GYPSUM WALLBOARD .0 FRY-REGLET (DRM (525-625) .D FRY-REGLET 015125 A ACOUSTICAL CEILING TILE 016513 A VINYL OR RUBBER BASE 016800 .A CARPET DIVISION 10 - SPECIALTIES 101400 A 516NAGE 102816 A MIRROR DIVISION 12 - FURNISHINGS 123600 A 50LID SURFACING (CORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512523 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 521515 A CONCRETE WALK NOTES 1. EXTEND JOINT VERTICALLY FROM TOP OF FOOTING TO ROOF. 2. DISCONTINUE AT INTERMEDIATE TIE REAMS AND ROOF TIE BEAMS. 3. SCORE ALL TIE EIEAMS ON BOTH SIDES OF WALL TO MATCH JOINT. 4. SPACE JOINTS A F 26'-0" O.C. MAXIMUM. 5. SEE PLAN FOR LOCATIONS CONT. JOINT FROM TOP/FTG. LINE 112 CAVITY W/ TO BOT./ROOF TIE BM. (DISCONT. AT BLDG. PAPER & COHC. TIE BMS.) (RAKE & CAULK) FILL W/ MORTAR (1) # 5 CONT. AT EA. SIDE OF JT. O P T O N 1 DISCONT. JT. REINF. DISCONT. JT. REINF. @ M.C.J. @ M.C.J. RAKE JOINT & CAULK — PREMOLDED RUBBER INSERT OPTION 2 5/4' REFER TO 5/A8.4 REBAR EA SIDE OF MCJ. MASONRY CONTROL JOINT MCJ DOES NOT PASS THROUGH BOND BEAM. BOND BEAM PER PLAN c 90° HOOK DOWEL DOWEL � OUT OF LINTEL (1) VERTICAL @ EACH OF (2) ADJACENT CELL ZA F1 \N1 I 6 (TYP.) (TYP.) (TYP.) PRECAST CONCRETE LINTEL A OPENING TYPICAL K.O. BLOCK i v J 90' STD. HOOK v INTO K.O. BLOCK 3/411 11_D 11 ROOF TIE BEAM. HORIZ. REINF. TO BE CONTINUOUS THROUGH COLUMN. (NOT SHOWN) '1iYY TURN 1/2 BLOCK ON IT EVERY OTHER COURSE CONC. POUR TO BE KI MAS. ALTERNATE: DOVE ANCHORS @ 16" O.C. SLAB -ON SEE SCHEDU FOOTING & SIZES & REI BLOCK & F1 5/411 1 _OII MIN PL THICKNESS TO MATCH BEAM WEBS -- ADD K.O. BLOCK W/ (1) #5 FOR OPENING �1 8'-O" —(1) #5 REBAR FOR 8" WIDE LINTEL & (2) #5 REBAR FOR 12" WIDE LINTEL REINFORCED MASONRY WALL ELEV. _ PER ARCH. — (1) #5 REBAR FOR 8" WIDE K.O. BLK. & (2) #5 REBAR FOR 12" WIDE K.O. BLK. PARADFT pFR DI AEI L STEEL GIRDER. EE PLAN FOR SIZE rlrn-71nni n 1/2" ISOLATION JOINT COPE BEAM STD. AISC DOUBLE ANGLE SHEAR CONN. FLANGES AS REQ'D ALL CONNECTIONS BOLTED. (NOTE BOLTS IN SINGLE SHEAR) BEAM "I SHEAR CONN. PL NOTE: SEE STRUCTURAL SPEC'S FOR CONNECTION DESIGN MGM ANGLE T( FLANGE " 16LE' THAN COPE E FLANGE 16" LESS THAN.> t COL. WEB 5/411 e 11_011 < COL. "Flue HOOK BARS INTO BOND BEAM REINFORCEMENT - SEE PLANS AND SECTIONS #9 WIRE LADDER TYPE HORIZONTAL REINFORCEMENT SEE LAP SCHEDULE CLEAN -OUT REQUIRED AT ALL FILLED CELLS FOR HIGH LIFT GROUTING WALL FOOTING BEAM COL. )NN. > STD. AISC SHEAR CONN. (NOTE BOLTS IN SINGLE SHEAR) MIN > THICKNESS TO MATCH BEAM WEB NOTE: SEE STRUCTURAL SPEC'S FOR CONNECTION DESIGN L3X3X1 /4 DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP) 033000 .A CONCRETE FLOOR SLAB B CONCRETE FOOTING .G CA5T-IN-PLACE CONCRETE BEAM D CAST -IN -PLACE CONCRETE COLUMN 034100 .A PRE -CAST CONCRETE LINTEL (8" MIN. BR&J 054500 .A PRE-ENGINEERED, PRE -CAST WALL PANEL 056200 .A 1-1/2" HIGH 5TREN6TH NON -SHRINK &ROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040515 A MORTAR 040511 A LADDER TYPE MASONRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (16A. MIN.) 040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN& B WEEP HOLES @ 16" O.G. G 1/2" EXPANSION JOINT MATERIAL s SEALANT 042200 .A 8" GONGRETE MASONRY UNIT (U.N.O.) B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G 6ALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) D GALVANIZED TUBE STEEL E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FA5TENER5 .B GALVANIZED ANCHOR BOLTS/THRU BOLTS W/ WA5HER5 G 5TAINLE55 STEEL LAC, 5GREW 051223 A STEEL COLUMN (SEE FRAMING PLAN) B STEEL TUBING (SEE FRAMING PLAN) G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIV15ION 6 - WOOD, PLASTICS 4 COMPOSITES 060523 .D 1/2" (P ANCHOR BOLT @ 52" O.G. MAX. W/ 6" MIN. EMBEDMENT .E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT 061000 .A IX PRE55URE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD :B 3/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 064211 A PLASTIC LAMINATE FACED AD. PLANKS DIVISION 1 - THERMAL 4 M015TURE PROTECTION 011300 A W.R. GRACE ICE 8 WATER SHIELD .B W.R. &RAGE DERMA BARRIER MEMBRANE 011400 .A BITUMA5TIG WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE 6EOTEXTILE WATERPROOFING 012113 A 5/4" R161D INSULATION $ VAPOR BARRIER 012116 A 3 1/2" BATT INSULATION (R-I I) .B 6" BATT INSULATION (R-Icl) 012126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER A5 REQ'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. 6RAGE DERMA BARRIER FLASHING, .B 10 MIL. GLASS "A" 5TE60 WRAP VAPOR RETARDER C 30# FELT 014215 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) .B 51 PLA5T PARAD I ENE 20 76/30 T& ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FINISH PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN6 .G NON-COMBUSTIBLE CANT STRIP D PARAPRO 123 FLA5HIN6 SYSTEM 016200 .A 2 PIECE PRE PTO. ALUM. FLA5HIN6 .B PRE PTO. ALUM. FLA5HIN6 .G PRE PTO. ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLASHING .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYCOR PLUS SELF -ADHERED FLA5HIN& 011115 A PRE -PAINTED ALUM. GOPI N6 ASSEMBLY 011213 A PRE -FABRICATED ALUM. HVAG CURB 011100 A 51LICONE SEALANT/CAULKING $ BACKER ROD (DOA lg0) .B COMPRESSIBLE FILLER 4 SEALANT DIV15ION 8 - OPENIN65 051113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 051400 .A WOOD DOOR (SEE DOOR SCHEDULE) 084313 A ALUMINUM STOREFRONT .B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER G ALUMINUM STOREFRONT DOOR 054415 A ALUMINUM CURTAIN WALL 051100 .A ALUMINUM THRESHOLD OS8100 .A 1/4" MIN. TEMPERED GLA55 .B 1/4" MIN. SPANDREL 6LA55 DIV151ON g - FIN15HF-5 012215 A METAL FURRING $ LATHING, SYSTEM .B 7/8" HAT CHANNEL c 24" O.G. (MAX.) Og2216 A MTL. 5TU05 ® 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH Og2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY REGLET) G J-STOP (FRY REGLET JDM 625) D 5TUGG0 CONTROL JOINT. PLASTIC OR 6ALV. MTL. Og2813 A DUR-ROCK 012816 A 5/8" DEN5-67LAS GOLD (6EOR&IA PACIFIC) .B 5/5" DEN5-5HIELD (6EOR61A PACIFIC) G 5/8" DENS -DECK ((5EOR6IA PACIFIC) 0g21100 .A 6YP5UM WALLBOARD (SEE WALL TYPES) B 5/8" TYPE 'X' GYPSUM WALLBOARD G FRY-REGLET (DRM 625-625) D FRY-REGLET Og5123 A ACOUSTICAL CEILING TILE Og6513 A VINYL OR RUBBER BASE 016800 .A CARPET DIVISION 10 - SPECIALTIES 101400 A 516NA6E 1028I6 A MIRROR DIVISION 12 - FURNISHINGS 125600 A SOLID SURFACING (CORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTIN6 FIXTURE DIVISION 31 - EARTHWORK 512523 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 321313 A CONCRETE WALK 0 revision by 0 0 0 klar and klar architects inc. 28473 u.s. 19 n. clearwater, fl 33761 EA LU American Institute of Architects member firm ❑ Roberta S. Klar Z Steven L. Mar AA 0002321 ❑ Preliminary ® Permitting Set �j Construction Set Date: 0�.06.15 Drawn: 5K/HE/KN Sheet: A��A Of: G8X11.5 (TYP.) - 1/4" 57L. PLATE (TYP) L 1/2"= I'-0" m 1/2"= I'-0" im LED ROPE LIGHTING (TYP.) F-10 701 r'C 1/2"=1'-0" 3 Sm n u c 4 Aq.O aj4o� �i , � i ''I'll, I l�� w �41' �' � Ed n i 1 1 70_03�_:__ 1/2"=1'-0" � Ag.O % 1/2"=1'-O" 2 Aq.O DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 033000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GAST-IN-PLAGE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GA5T CONCRETE LINTEL (8" MIN. BRG.) 054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A 1-1/2" HIGH STRENGTH NON-5HRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 040511 A LADDER TYPE MASONRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (g&A. MIN.) 040523 .A CONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES ® 16" O.G. .G 1/2" EXPANSION JOINT MATERIAL $ SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) ,D GALVANIZED TUBE STEEL .E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS .B GALVANIZED ANCHOR BOLT5/7HRU BOLTS W/ NA5HER5 .G 57AINLE55 57EEL LAG 5GREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 055000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS 8 COMPOSITES 060523 .D 1/2" (P ANCHOR BOLT @ 32" O.G. MAX. W/ 6" MIN. EMBEDMENT .E 5/4" 4 HOOKED ANCHORS W/ 6" MIN, EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" GDX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 06421q A PLASTIC LAMINATE FACED VV. PLANKS DIVISION l - THERMAL $ M0157URE PROTECTION 011500 A W.R. GRACE ICE B WATER SHIELD .B W.R. GRACE DERMA BARRIER MEMBRANE 011400 .A 5I71UMA57IC WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX 5EN70NI7E 6E07EX7ILE WATERPROOFING 012113 A 5/4" RIGID INSULATION $ VAPOR BARRIER 012116 A 3 1/2" BAIT INSULATION (R-11) B 6" BAIT INSULATION (R-11) 012126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER AS REG'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. GRACE DERMA BARRIER FLA5HIN6 .B 10 MIL. CLASS "A" 5TEG0 WRAP VAPOR RETARDER .G 30# FELT 014215 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 ,A MODIFIED BITUMEN ROOFING (5IPLA5T) .B 5IPLA5T PARADIENE 20 T6/30 TG ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FIN15H PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTD. ALUM. FLA5HIN6 .0 NON-GOMBU5TIBLE CANT STRIP .D PARAPRO 123 FLA5HIN6 SYSTEM 016200 .A 2 PIECE PRE PTD. ALUM. FLA5HIN6 .B PRE PTD. ALUM. FLASHING .G PRE PTD. ALUM. DRIP EDGE .D PRE PTD. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLASHING .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYGOR PLUS SELF -ADHERED FLA5HIN6 011113 A PRE -PAINTED ALUM. GOPIN6 ASSEMBLY 011213 A PRE-FABRIGATED ALUM. HVAG CURB 011100 A SILICONE SEALANT/CAULKING $ BACKER ROD (DON lg0) .B COMPRESSIBLE FILLER 4 SEALANT DIVISION 8 - OPENIN65 081113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) 084313 A ALUMINUM STOREFRONT .B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER .0 ALUMINUM STOREFRONT DOOR 054415 A ALUMINUM CURTAIN WALL 051100 .A ALUMINUM THRESHOLD 088100 .A 1/4" MIN. TEMPERED GLA55 .B 1/4" MIN. SPANDREL GLA55 DIVISION q - FINISHES 012213 A METAL FURRING $ LATHING SYSTEM .B 1/6" HAT CHANNEL ® 24" O.G. (MAX.) Og2216 A MTL. STUDS @ 24" O.G. (5EE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH 0g2423 .A 5/8" MIN. 5TUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY RE6LET) .G J-STOP (FRY RE6LET JDM 625) .D STUCCO CONTROL JOINT. PLASTIC OR GALV. MTL. Og2813 A DUR-ROCK 012516 A 5/8" DEN5-6LA5 GOLD (GEORGIA PACIFIC) .B 5/5" DEN5-5HIELD (6EOR61A PACIFIC) .G 5/8" DEN5-DEGK (6EOR61A PACIFIC) 012g00 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/8" TYPE 'X' 6YP5UM WALLBOARD .G FRY-RE6LET (DRM 625-625) .D FRY-RE6LET 015123 A ACOUSTICAL CEILING TILE 016513 A VINYL OR RUBBER BASE Og6800 .A CARPET DIV15ION 10 - SPECIALTIES 101400 A 51GNA6E 102816 A MIRROR 1125600 DIVISION 12 - FURN15HIN65 P-2 P-1 A SOLID 5URFACIN6 (GORIAN MIN. 1/2" THICK) 1/2"=1'-0" DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512523 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 521515 A CONCRETE WALK 1/4" BEVELED EDGE (SOLID SURFACE) SCALE: SCALE: 1/2"= I'-O" 3/4" PLYWD. TOP m PLYWD, TOP m 1/2"=1'-O" V-I I 3'-0" DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL 5AR5 (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO,) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 053000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA5T-IN-PLAGE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 034100 .A PRE-GA57 CONCRETE LINTEL (8" MIN. BR&.) 054500 .A PRE-EN(5INEERED, PRE-GA5T WALL PANEL 036200 .A 1-I/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 040511 A LADDER TYPE MASONRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE M&A. MIN.) 040525 .A CONT. COPPER FACED THROUGH -WALL FLASHING .B WEEP HOLES @ 16" O.G. .G 1/2" EXPAN51ON JOINT MATERIAL $ SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) .B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE STEEL .E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND GA5KETED FASTENERS .B GALVANIZED ANCHOR BOLT5/THRU BOLTS W/ WASHERS G 5TAINLE55 STEEL LAG 5GREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DEGKINS (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS # COMPOSITES 060523 .D 1/2" W ANCHOR BOLT @ 52" O.G. MAX. W/ 6" MIN. EMBEDMENT .E 5/4" (P HOOKED ANCHORS IN/ 6" MIN. EMBEDMENT 061000 .A IX PRE55URE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" GDX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 064211 A PLASTIC LAMINATE FACED AD. PLANKS DIV1510N 7 - THERMAL 4 MOISTURE PROTECTION 011300 A W.R. &RAGE ICE 4 WATER SHIELD ,B W.R. &RAGE PERMA BARRIER MEMBRANE 011400 .A 5ITUMA5TIG WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE &EOTEXTILE WATERPROOFING 012113 A 5/4" RIGID INSULATION $ VAPOR BARRIER 012116 A 3 1/2" BATT IN5ULATION (R-11) .B 6" BATT INSULATION (R-Iq) 012126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER AS REQ'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. &RAGE PERMA BARRIER FLA5HIN& .B 10 MIL. GLA55 "A" 5TE50 WRAP VAPOR RETARDER .G 30# FELT 074215 A FLAT SEAM METAL WALL PANEL SYSTEM 015200 .A MODIFIED BITUMEN ROOFIN5 (51PLA57) .B 51PLA57 PARADIENE 20 76/30 TG ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FIN15H PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTD. ALUM. FLA5HINS .G NON-COMBUSTIBLE CANT STRIP .D PARAPRO 123 FLA5HIN6 SYSTEM 076200 .A 2 PIECE PRE PTD. ALUM. FLASHING .B PRE PTD. ALUM. FLASHING .G PRE PTO. ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLA5HIN6 .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYCOR PLUS 5ELF-ADHERED FLASHING 011115 A PRE -PAINTED ALUM. COPING A55EMBLY 011213 A PRE -FABRICATED ALUM. HVAG CURB 011100 A SILICONE 5EALAN7/CAULKING $ BACKER ROD (DOA 1010) .B COMPRESSIBLE FILLER $ SEALANT PIV15ION 8 - OPENIN55 051113 A HOLLOW METAL DOOR FRAME .B HOLLOW METAL DOOR 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) 084313 A ALUMINUM STOREFRONT .B ALUMINUM FLA5HIN5 BY CURTAIN WALL IN57ALLER .G ALUMINUM STOREFRONT DOOR 054415 A ALUMINUM CURTAIN WALL 081100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN. TEMPERED GLA55 .B 1/4" MIN. SPANDREL GLASS DIVISION q - FIN15HF-5 012215 A METAL FURRING $ LATHING SYSTEM .B 1/8" HAT CHANNEL @ 24" O.G. (MAX.) 012216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) .8 2 1/2" MTL. STUD TRACK SF-6 0012236 .A ZING COATED METAL LATH 012425 ,A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY REGLET) .0 J-5TOP (FRY RE6LET JDM 625) ,D STUCCO GONTROL JOINT. PLASTIC OR GALV. MTL. Og2813 A DUR-ROCK 0128I6 A 5/8" DEN5-SLA5 GOLD (&EOR&IA PACIFIC) 5F-20 - .B 5/5" DEN5-5HIELD (6EOR6IA PACIFIC) °j C 5/8" DEN5-DECK (6EOR61A PACIFIC) N Og2100 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/5" TYPE 'X' 6YP5UM WALLBOARD 5F-13 .G FRY-REGLET (DRM 625-625) .D FRY-RE&LET 00!5123 A ACOUSTICAL CEILING TILE 0%513 A VINYL OR RUBBER BASE 016800 .A CARPET DIVISION 10 - SPECIALTIES 101400 A 516NA6E 10281b A MIRROR DIVISION 12 - FURNI5HIN&5 125600 A 50LID SURFACING (GORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIV15ION 31 - EXTERIOR IMPROVEMENTS 321313 A CONCRETE WALK T r11 > n ,a rv,¶"� iaaTii ice; i 7'N 1Y 1/4" = 1'-0" NOTE: - SEE MATERIALS MANUAL FOR ALL FINISH INFORMATION. DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL NOTES FOR LAP SPLICE INFO.) 052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP.) 055000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTING .G GA5T-IN-PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 054100 .A PRE-GA57 CONCRETE LINTEL (8" MIN. BR&.) 034500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A 1-1/2" HIGH STRENGTH NON -SHRINK &ROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 04051q A LADDER TYPE MASONRY REINFORCEMENT W/ ADJUSTABLE BRICK TIE (q(5A. MIN.) 040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN& .B WEEP HOLES @ 16" O.G. .0 1/2" EXPAN51ON JOINT MATERIAL 4 SEALANT 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) DIVISION 5 - METALS 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE .0 GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) .D GALVANIZED TUBE STEEL ,E MISCELLANEOUS STEEL (GALVANIZED) 050523 .A HIGH DOMED, GAPPED, AND &A5KETED FA57ENER5 .B GALVANIZED ANCHOR BOLT5/7HRU BOLTS W/ WASHERS G 5TAINLE55 57EEL LAG 5GREW 051223 A STEEL COLUMN (SEE FRAMIN& PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMING PLANS) 053000 .A METAL DEGKING (5EE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS 4 COMPOSITES 060523 .D 1/2" 0 ANCHOR BOLT @ 52" O.G. MAX. W/ 6" MIN. EMBEDMENT .E 5/4" 4 HOOKED ANGHOR5 W/ 6" MIN. EMBEDMENT 061000 .A IX PRE55URE TREATED WOOD .B 2X PRE55URE TREATED WOOD 061600 .A 1/2" COX PLYWOOD .B 5/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD CABINETS 064211 A PLASTIC LAMINATE FACED AD. PLANKS DIV15ION 7 - THERMAL $ MOISTURE PROTECTION 011500 A W.R. GRACE ICE 4 WATER SHIELD .B W.R. GRACE PERMA BARRIER MEMBRANE 011400 .A BITUMA5TIC WATERPROOFING - (SONNEBORN HLM5000) 011100 A VOLTEX BENTONITE &EOTEXTILE WATERPROOFING 012115 A 5/4" RIGID INSULATION 4 VAPOR BARRIER 012116 A 3 I/2" BATT INSULATION (R-I I) .B 6" BATT INSULATION (R-Iq) 012126 A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER A5 REO'D. .B GORE -FILL 500 GMU FOAM INSULATION (R-14) 012500 .A W.R. GRACE PERMA BARRIER FLASHING .B IO MIL. CLA55 "A" 5TE&0 WRAP VAPOR RETARDER .G 30# FELT 074213 A FLAT SEAM METAL WALL PANEL SYSTEM 075200 .A MODIFIED BITUMEN ROOFING (51PLA5T) .B 51PLA5T PARADIENE 20 T65,/30 T& ROOF MEMBRANE. TORCH I PLY PARADIENE 20 T6, THEN TORCH A FINISH PLY OF PARADIENE 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING .0 NON-COMBUSTIBLE CANT STRIP .D PARAPRO 125 FLA5HIN& SYSTEM 016200 .A 2 PIECE PRE PTD. ALUM. FLA5HIN6 .B PRE PTO, ALUM. FLASHING .0 PRE PTD, ALUM. DRIP EDGE .D PRE PTO. ALUM. TRIM .E PRE -PAINTED ALUM. GAP FLA5HIN& .F ALUM. WATER TIGHT UMBRELLA 016500 .A 4" VYCOR PLUS 5ELF-ADHERE0 FLASHING 011113 A PRE -PAINTED ALUM. COPING ASSEMBLY 011213 A PRE -FABRICATED ALUM. HVAC CURB 011100 A SILICONE SEALANT/CAULKING 4 BACKER ROD (DOA 7qO) .B COMPRESSIBLE FILLER $ SEALANT DIVISION 8 - OPENINGS 081113 A HOLLOW METAL DOOR FRAME ,B HOLLOW METAL DOOR 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) 054513 A ALUMINUM STOREFRONT .B ALUMINUM FLASHING BY CURTAIN WALL INSTALLER .0 ALUMINUM STOREFRONT DOOR 054413 A ALUMINUM CURTAIN WALL 087100 .A ALUMINUM THRESHOLD 055100 .A 1/4" MIN. TEMPERED &LASS .B 1/4" MIN. SPANDREL &LASS DIVISION q - FINISHES 012215 A METAL FURRING $ LATHING SYSTEM .B 7/8" HAT CHANNEL @ 24" O.G. (MAX.) Og2216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) .B 2 1/2" MTL. STUD TRACK Og2236 .A ZING COATED METAL LATH Og2423 .A 5/8" MIN, STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY RE&LET) .G J-STOP (FRY RE6LET JDM 625) .D STUCCO CONTROL JOINT. PLASTIC OR GALV. MTL. Og2813 A DUR-ROCK Og2816 A 5/8" DEN5-&LA5 GOLD (GEORGIA PACIFIC) .B 5/8" DEN5-5HIELD (6EOR6IA PACIFIC) .G 5/8" DEN5-DEGK (&EOR61A PACIFIC) Og2g00 .A GYPSUM WALLBOARD (SEE WALL TYPES) .B 5/8" TYPE 'X' 6YP5UM WALLBOARD .0 FRY-RE6LET (DRM 625-625) .D FRY-REGLET 015125 A ACOUSTICAL CEILING TILE 0g6513 A VINYL OR RUBBER BASE 016800 .A CARPET DIVISION 10 - SPECIALTIES 101400 A 516NA6E 102816 A MIRROR DIVISION 12 - FURNISHINGS 125600 A SOLID 5URFAGIN5 (GORIAN MIN. 1/2" THICK) DIVISION 26 - ELECTRICAL 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE DIVISION 31 - EARTHWORK 512525 .A GLEAN COMPACTED, TERMITE TREATED FILL (TYP.) DIVISION 31 - EXTERIOR IMPROVEMENTS 321315 A CONCRETE WALK DIVISION 3 - CONCRETE 052100 .A REINFORCEMENT STEEL BARS (SEE 5TRUCTURAL NOTES FOR LAP SPLICE INFO.) 032200 .A 6 X 6 X 1.4/1.4 N.W.M. (TYP.) 053000 .A CONCRETE FLOOR SLAB .B CONCRETE FOOTIN6 .G 0A5T-IN-PLACE CONCRETE BEAM .D GA5T-IN-PLACE CONCRETE COLUMN 034100 .A PRE-GA57 CONCRETE LINTEL 0' MIN. BR&.) 034500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL 036200 .A 1-1/2" H16H STRENGTH NON-5HRINK GROUT (U.N.O.) DIVISION 4 - MASONRY 040516 A GROUT 040513 A MORTAR 04051q A LADDER TYPE MASONRY REINFORCEMENT N/ ADJUSTABLE BRICK TIE (16A. MIN.) 040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN6 .B WEEP HOLES @ 16" O.G. .0 I/2" EXPANSION JOINT MATERIAL $ SEALANT I ° I 042200 .A 8" CONCRETE MASONRY UNIT (U.N.O.) (TYP.) (TYP,) ,B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) LINEAR VENEERED DIVISION 5 -METALS PANELS (SEE MANUAL) SUSPENSION 5Y5TEM 050515 A GALVANIZED STEEL ANGLE .B GALVANIZED STEEL PLATE 7 (F .G GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) D 6ALVANIZED TUBE STEEL OIL BOTTOM OF CL6, OIL BOTTOM OF GL6. I-ice;®T- E MISCELLANEOUS 5TEEL (6ALVANIZED) VARIES 050525 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS B GALVANIZED ANCHOR BOLT5/7HRU BOLTS SUSPENSION SYSTEM LINEAR VENEERED N/ WA5HER5 PANELS (SEE MANUAL) C 57AINLF-55 57EEL LA6 5GREW 051225 A STEEL COLUMN (SEE FRAMING PLAN) .B STEEL TUBING (SEE FRAMING PLAN) .G STEEL BEAM (SEE FRAMIN6 PLANS) 053000 .A METAL DEGKIN6 (SEE FRAMING FLOOR PLANS) DIVISION 6 - WOOD, PLASTICS $ COMPOSITES 060523 .D I/2" IP ANCHOR BOLT @ 52" O.G. MAX. . . . W/ 6" MIN. EMBEDMENT � 3 r�E"7AIL2L0155"�:�E!7AIL .E 3/4" HOOKED ANCHORS NU 6" MIN. EMBEDMENT 061000 .A IX PRESSURE TREATED WOOD AII.O 1-1/2" = I'-0" AII.O I-I/2" = I'-O" .B 2X PRESSURE TREATED WOOD 061600 .A I/2" COX PLYWOOD .B 3/4" MARINE GRADE PLYWOOD 064100 .A CUSTOM WOOD GABINE75 064211 A PLASTIC LAMINATE FACED WD. PLANKS DIVISION 7 - THERMAL $ MOISTURE PROTECTION 011300 A W.R. 6RAGE ICE $ WATER SHIELD .B W.R. 6RAGE DERMA BARRIER MEMBRANE 011400 .A BITUMA5TIG WATERPROOFING - (50NNEBORN HLM5000) 011100 A VOLTEX BENTONITE 6EOTEXTILE WATERPROOFING 012113 A 5/4" RIGID INSULATION s VAPOR BARRIER 012116 A 3 1/2" BATT INSULATION (R-I I) .B 6" BATT INSULATION (R-ICI) 25'-0" -6 25'-O" 072126 .A WATER BLOWN FOAM INSULATION (R-38) W/ THERMAL BARRIER AS REQ'D. UNDER GAB. LIGHTING 'D' F1 .B GORE -FILL 500 GMU FOAM INSULATION (R-14) N (FINAL LOCATION T.B.D.) N 072500 .A W.R. GRACE PERMA BARRIER FLA5HIN6 • � _ _ _ _ _ _ _ � .B 1 O MIL. GLA55 "A" 5TE60 WRAP VAPOR RETARDER .G 30# FELT u ABV. F `�---------- ' ---- 074213 A FLAT SEAM METAL WALL PANEL SYSTEM I I6 _ tir ° KI 075200 .A MODIFIED BITUMEN ROOFING (51PLA5T) r 117 w Al + �I r °` $ SIPLAST PARADIENE 20 T6/50 TG L- (FAN #I) ROOF MEMBRANE. TORCH I PLY PARADIENE 115 114 a 10 IOq - J it u v O I7� F A 108 20 T6, THEN TORCH A FINISH PLY OF PARADIENE - �� 30FRT6. ALL VERT. FLA5HIN65 SHALL BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN6 Al H L1 J F L J A Al C NON-GOMBU5TIBLE CANT STRIP -- r - --� NO GL6. (TYP) GF-2 KI o r D PARAPRO 123 FLA5HIN6 SYSTEM NO GL6. t � �� I I 076200 .A 2 PIECE PRE PTO. ALUM. FLASHING © SUSPEND ®10 -0 A.F.F. 112 (TYP.) .B PRE PTD. ALUM. FLA5HIN6 El F C, PRE P70. ALUM. DRIP F 102A F F F F 102 F F 661 .62 F F 102B F F .D PRE PTO. ALUM. TRIM EDGE FI Ea. 10'-0" I0'-0" E0. Ea. I0'-0" 10'-O" 10'-0" E0. LED ROPE LIGHTING Ea. 10'-0" 10'-0" 10'-0" EQ. FI E PRE -PAINTED ALUM. GAP FLA5HIN6 D' (RUN VERT.) F ALUM. WATER TIGHT UMBRELLA 011I .A 4" VYCOR PLUS SELF -ADHERED FLASHING ---------- r017115 A PRE -PAINTED ALUM. GOPIN6 A55EMBLY r CIF-5 SUSPEND @ 10'-8" A.F.F. NO GL6. (TYP.) GF-3----rr ' " L=J 011213 A PRE -FABRICATED ALUM. HVAG CURB 105 ' . NO GL6. (TYP.) Al 0A Al 071100 A SILICONE 5EALAN7/GAULKIN6 GI Al Al I$ BACKER ROD (DON 1g0) 120 _ J _ *(FAI #I) .B COMPRESSIBLE FILLER $ SEALANT Cp o 103 A"� A 107 DIVISION 8 - OPENIN65 081113 A HOLLOW METAL DOOR FRAME Ilg Al FOR FUTURE LIGHTING 122 3 , G 104 A B HOOD METAL DOOR 0 121 AIID AIIA 101 GF-I p 106 I 081400 .A WOOD DOOR (SEE DOOR SCHEDULE) (AT UNDERSIDE OF MTL. DECK LED ROPE LIGHTING 084313 A ALUMINUM STOREFRONT - - 5U5PENP D' (RUN VERT.) r ® .B ALUMINUM FLA5HIN6 BY CURTAIN WALL IN57ALLER c - - --- - --- - - 12'-0" A.F.F.------- G ALUMINUM STOREFRONT DOOR 1 r - AN #2 084413 A ALUMINUM CURTAIN NALL s I I FOR FU URE LI IHTIN6 = CF-1 33' 6" 057100 .A ALUMINUM THRESHOLD (AT UIIER5IDE OF MTL. DIECK) 12 (ON IN511 E WEB) I I I 055100 .A 1/4" MIN. TEMPERED 6LA55 Q I I I r TRACK LI6HTIN 'P' -� F B I/4" MIN. SPANDREL 6LA55 DIVISION q - FIN15HF-5 Og2213 A METAL FURRING LATHING SYSTEM — oSPEND i II 1 1 II I Y 13-4 A.F.F.__ -�=y .B 7/8" HAT CHANNEL @ 24" O.G. (MAX.) 012216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) ---- ----- ---- ----- ---- - __ - ---- ----- --- --------- ---- ----- ---- - B 2I/2"MT N � TRACK LIGHTING 'P' LED ROPE 'M' L. STUD TRACK BOLLARD L (TYP.) LIGHTING (TYPa BOLLARD L BOLLARD IL' 012236 .A ZING COATED METAL LATH (SEE ELECT.) (SEE ELECT.) (SEE ELECT.) Og2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. .B STUCCO REVEAL (FRY RE6LET) (RUN VERTICAL ON .G J-STOP (FRY RE61LET JDM 625) (ON TOP FLANGE) OU75IDE FLANGE) D STUCCO CONTROL JOINT, PLASTIC, OR 5ALV. MTL. Og2813 A DUR-ROCK w 6 Og2816 A 5/8" DEN5-6LA5 60LD (6EOR61A PACIFIC) .B 5/5" DENS -SHIELD ((5EOR61A PACIFIC) a .G 5/5" DEN5-DECK (6EOR61A PAGIFIG) Og2g00 .A 6YP5UM WALLBOARD (SEE NALL TYPES) .B 5/5" TYPE 'X' 6YP5UM WALLBOARD .G FRY-RE6LET (DRM 625-625) D FRY-RE61LET 015123 A ACOUSTICAL CEILING TILE E 016513 A VINYL OR RUBBER BASE E 016800 .A CARPET U O ° DIV15ION 10 - SPECIALTIES s 101400 A 516NAGE 102816 A MIRROR 0 ° DIVISION 12 - FURNI5HIN65 123600 A SOLID 5URFAGIN6 (GORIAN MIN. 1/2" THICK) a ° ° DIVISION 26 - ELECTRICAL ° 265100 A INTERIOR LIGHTING FIXTURE 265600 .A EXTERIOR LIGHTING FIXTURE —L=c'e7'=`:) m a All.O FLAN I/8" = 1'-0" DIV15ION 31 - EARTHWORK 312523 .A GLEAN COMPACTED, TERMITE o z TREATED FILL (TYP.) N DIVISION 31 - EXTERIOR IMPROVEMENTS 0 321515 A CONCRETE WALK U 1 — —I IF 11111T f T—i-t�flf ,F-" ITI aii IIn IltIlbI 0 LIGHTING NOTES 1. SWITCH BANK LOCATION. SEE DETAIL, ON THIS PAGE, FOR MORE INFORMATION. 2. PROVIDE WALL MOUNTED PASSIVE DUAL TECHNOLOGY LIGHTING OCCUPANCY SENSOR FOR DESIGNATED BRANCH CIRCUIT. SENSORSWITCH MODEL #WSD—PDT. 3. LOW VOLTAGE STANDARD RANGE, DUAL TECHNOLOGY CEILING MOUNTED MOTION SENSOR, SENSORSWITCH #CM—PDT9. WHERE MULTIPLE SENSORS ARE TO CONTROL THE SAME FIXTURES, CONNECT THE SENSORS IN PARALLEL. WHERE A MANUAL OFF SWITCH IS PROVIDED, CONNECT THE MANUAL OFF SWITCH IN BETWEEN THE POWER PACK AND THE LOAD. 4. LOW VOLTAGE POWER PACK WITH 1P RELAY, SENSORSWITCH #PP-20. RELAY SHALL CONTROL ALL LIGHT FIXTURES ON CIRCUIT EXCEPT EMERGENCY/EXIT LIGHTS. 5, MANUAL OFF SWITCHES. CONNECT THESE SWITCHES IN BETWEEN THE POWER PACK AND THEIR ASSOCIATED LOADS. 6. LED ROPE LIGHTING MOUNTED VERTICALLY. VERIFY LENGTH IN FIELD PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE ALL NECESSARY PARTS FOR A FULLY FUNCTIONING SYSTEM. GENERAL NOTES 1. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 100 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 180 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 2. VERIFY MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION. FIXTURE, SWITCHING & DEVICE SUFFIXES: 3 = THREE—WAY D = DIMMER, PROVIDE FIXTURE COMPATIBLE DIMMING SWITCH. NL= FIXTURE TO BE WIRED BEFORE THE SWITCH TO A LOCAL UN —SWITCHED GENERAL LIGHTING CIRCUIT. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NO. MOUNTING VOLT LAMP REMARKS SELECTION A RU15 SQ 3500K HO HO ROW SAL YGW D3 SC UNV CA48 DIN SUSPENDED 120 MAX49W 4' INDIRECT LED AA PRUDENTIAL LTNG Al RU15 SQ 3500K MO MO ROW SAL YGW D3 SC UNV CA48 DIN SUSPENDED 120 MAX49W 4' INDIRECT LED AA PRUDENTIAL LTNG B PENDANT 120 20OW DECORATIVE PENDANT AA LIGHTING ARTISTRY 40 3228301 3854 C PENDANT 120 14W T5 28.4" ACRYLIC DIFFUSER AA DELRAY LIGHTING 6306 14 X 120 Cl PENDANT 120 28W T6 52" ACRYLIC DIFFUSER AA DELRAY LIGHTING 6307 28 X 120 D SURFACE 120 4W PER FT. 20' MAX RUN LED STRIP LIGHTING AA LILIBEND LP435 PS210 E PENDANT 120 LED 33W DIMMABLE CONF. PENDANT FIXT. AA LUMINIS PR1655 LlW30Rl K35 W16 BKT EM SURFACE WALL 120 (2) 9W 2 HEAD EMERGENCY LIGHT WITH BATTERY BACKUP AA BEGHELLI XLP-S1-B F 820 1200 LM UP UWFL/ 2000LM DOWN DWFL BK SCONCE 120 66W QUBE 400 LXSCONCE UP+DOWN AA V2 LIGHTING F1 SCONCE 120 33W QUBE 300 SXSCONCE AA V2 LIGHTING 813W LED WFL G PENDANT 120 60W MAX EUROPEAN INDIRECT LIGHT AA EUROFASE 20439-019 G1 PENDANT 120 60W MAX EUROPEAN INDIRECT LIGHT AA EUROFASE 20438-012 G2 PENDANT 120 60W MAX EUROPEAN INDIRECT LIGHT AA EUROFASE 20437-015 H SUSPENDED 120 28W 11" DEEP BOWL PENDANT BREAK ROOM AA LURALINE LTNG HLD318 CORDXL21LMH BL K WALL MOUNT 120 28W BATHROOM 4' LINEAR LIGHT AA PRUDENTIAL LTNG S1 LED35 MD 8 SAL YPE SUR ND K1 WALL MOUNT 120 56W BATHROOM & LINEAR LIGHT AA PRUDENTIAL LTNG S1 LED35 MD 8 SAL YPE SUR ND L EXT. POLE MOUNT 120 120W BOLLARD 30" TALL BLACK AA PHILIPS BS700 30 10OMH BLP M SURFACE 120 4W.FT TAPE LED LIGHT STRIP AA LILIBEND LP435 PS210 SK001 N EXT. SURFACE 120 (2)LED BR40 18W MAX SECURITY LIGHT WALL PACK W/ PHOTO CELL AA JUNO EW1 A027 4K UNV PC 0 PENDANT 120 100W DECORATIVE LIGHTING AA LIGHTING ARTISTRY 0900 NAT RED P TRACK 120 10W LED BASE TRACK LIGHTING AA JUNO T10020E 10W BL AN SURFACE 120 N/A CEILING FAN AA FLUTE GW-52-WH-NL-005 AN SURFACE 120 N/A HUMINGOUS 8' FAN. AA HUMONGOUS FAN 8' FAN E SURFACE CEILING 120/277 LED 2 HEAD COMBINATION EXIT SIGN WITH 90 MIN. BATTERY BACKUP AA BEGHELLI A - AKUHI I LU 1, tt - tLtU I KIUAL tNC3INttK NOTE: 1. FURNISH AND INSTALL FUSES IN ALL FLUORESCENT & HID FIXTURES IF REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 2. CONTRACTOR TO CORDINATE COLOR, TEMPERATURE, TRIM, AND AESTHETIC OPTIONS WITH ARCHITECT PROPR TO PURCHASING OR INSALLING ANY FIXTURE. A-20 N PHOTOCELL INTERMATIC #K4321 OR EQUAL LC-1 SQUARE D CLASS 8903 #LG1000— V02 OR EQUAL AUTOMATIC LIGHTING CONTROL 1 \ 1 S LIGHTINGPLAN SCALE I/8"=IA" VIA A-50 DIMMER CL— 0 FAN-1 (RUN \/ERTIGAL ON OUT5IDE FLANGE) VIA VIA VIA VIA VIA A-52 A-52 A-52 A-52 A-52 DIMMER 00000 LITE-2 DIMMER LITE-3 DIMMER LITE-4 DIMMER DWN-1 DIMMER TRK-1 VERIFY TYPE WITH ARCHITECT PRIOR NOTE: EACH DIMMER SWITCH TO TO INSTALLATION. COLOR OF SWITCH USE (1) 1900 BOX AND PLATE SHALL BE BLACK. SWITCH BANK DIAGRAM SCALE: NUS .R Safi :1377 N BOLLARD 'L' (5EE ELEGT.) ! 1. 7T- LLC Of�e 813 &55 333Q . (; POWER NOTES 1. PHONE BOARD, PROVIDE 4'X4'X3/4" FIRE RETARDANT PLYWOOD MOUNTED 6" DOWN FROM CEILING. PROVIDE SEPARATE NEUTRAL AND A #6 GROUND CONDUCTOR TO BUILDING GROUND. VERIFY EXACT LOCATION WITH OWNER. PROVIDE 2" CONDUIT WITH PULL STRING TO TELEPHONE DEMARCATION. 2. FLOOR BOX, WIREMOLD RFB2-OG. PROVIDE DUPLEX RECEPTACLE AND TELE/DATA CONNECTION WITH APPROPRIATE COVER AND TRIM RING. CONTRACTOR TO INSTALL, BELOW SLAB, CONDUIT FOR BOTH TELE/DATA AND POWER; EACH SIZED AND ROUTED AS SHOWN IN DRAWING. CONDUIT SHALL BE STUBBED 6" ABOVE CEILING WITH PULL -STRING. 3. DUCT MOUNTED SMOKE DETECTOR WITH SHUT DOWN RELAY. WIRE SUCH THAT UPON ACTIVATION OF ALARM, UNIT SHUTS DOWN. PROVIDE 120v POWER AS REQUIRED FROM NEAREST 120V RECEPTACLE CIRCUIT. PROVIDE TEST STATION ON WALL BELOW DETECTOR MOUNTED AT 5'. VERIFY EXACT LOCATION. PROVIDE LED LIGHT IN CEILING BELOW DETECTOR. SEE MECHANICAL PLANS FOR MORE INFORMATION C U N L U Q O Y C O O Y O 0 E a 0 r �3 E 0 O T C O C d 7 0 d N N T O E E O O L 0 t 0 a 0 C 2 0 N 47 N L Q L6 O N r O+ T a 0 CU 1-1 ON ROOF N ELECTRICALPLAN. SCALE 1/8" =1'Z" MECHANICAL EQUIPMENT DESCRIPTION ELECTRICAL CHARACTERISTICS CIRCUIT DESIGNATION BREAKER FEEDER EQUIP. GROUND CONDUIT DISCONNECT SWITCH REMARKS VOLTS PHASE KW HP MCA AMPS 1POLES EWH-1 208 1 4.5 21.6 A-22,24 30 2 (2)#10 #10 1/2" 30A/NF/2P/NEMA-1 IH-1 208 1 4.16 20.0 A-26,28 30 2 (2)#10 #10 1/2" 30A/NF/2P/NEMA-1 FCU 1-1 208 1 TIE A-19,21 CU 1-1 208 1 18.0 A-19,21 30 2 (2)#12 #12 1/2" 20A/NF/2P/N-3 DF-1 120 1 5.8 A43 20 1 (2)#12 #12 1/2" 20A SNAP SW. RTU-1 208 3 20.3 74.9 A-30,32,34 80 3 (4)#4 #8 EG 1-1/4" C 100A/NF/3P/N-3 RTU-2 208 3 20.3 76.6 A-36,38,40 80 3 (4#4 #8 EG 1-1/4" C 100A/NF/3P/N-3 RTU-3 208 3 20.3 76.6 A-42,44,46 80 3 (4#4 #8 EG 1-1/4" C 100A/NF/3P/N-3 EF-1 120 1 1.0 NOTE 1 20 1 (2)#12 #12 1/2" 20A SNAP SW. EF-2 120 1 1.0 NOTE 1 20 1 (2)#12 #12 1/2" 20A SNAP SW. EF-3 120 1 1.0 NOTE 1 20 1 (2)#12 #12 1/2" 20A SNAP SW. NOTE::::.: 1. INTERLOCK EXHAUST FANS WITH LOCAL LIGHTING CONTROL, CONTRACTOR TO VERIFY CIRCUIT DOES NOT EXCEED 1500W. _. ___:_.. .......... ...... ........ .._...... ........ ................. ............. ................. ............... ., ........ ...____.... _.__... .....,..., ...,, .......... ..........._ _....... ....... ........... 0 revision by 0 0 0 A A 0 e =10�re architects inc. 28473 u.s. 19 1 clearwater, fl 337 4 tL ® - r tu American Institute of Architects member firm ❑ Roberta S. Klar ❑ Steven L. Klar JOSFP'Ii A. GIRGENTI, No. 68392 ❑ Preliminary Permitting Set [gl Construction Set Date: 05.06.15 Drawn: Of: 1. 1 GENERAL ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING JOB SITE CONDITIONS DURING THE BIDDING PERIOD TO OBTAIN THE SCOPE OF ELECTRICAL WORK INVOLVED AS A RESULT OF ARCHITECTURAL MODIFICATIONS TO THE EXISTING STRUCTURE. THE SCOPE OF WORK SHALL INCLUDE MATERIALS AND OUTLETS CONSISTING OF FIXTURES, DEVICES, EQUIPMENT OR APPARATUS WHICH MUST BE ROUTED, RELOCATED, OR REMOVED EITHER TEMPORARILY OR PERMANENTLY, OR WHICH MUST BE PROVIDED SO THAT THE INDICATED REMODELING MAY BE ACCOMPLISHED. 2. RE-ESTABLISH SERVICE TO ALL OUTLETS THAT MAY BE INTERRUPTED BECAUSE OF REMODELING WORK. 3. PROVIDE ALL APPURTENANCES REQUIRED TO REROUTE, RELOCATE, REMOVE, OR REINSTALL ALL ITEMS DESCRIBED IN THESE NOTES. 4. RETAIN ALL MATERIALS BEING REMOVED AND NOTIFY BUILDING MANAGER FOR DIRECTION AS TO MATERIALS TO BE SAVED OR DISCARDED. DELIVER THOSE MATERIALS TO BE SAVED TO THE LOCATION ON THE PREMISES AS DIRECTED BY THE BUILDING MANAGER, 5. REFER TO ARCHITECTURAL/INTERIOR DRAWINGS FOR EXACT LOCATIONS OF LIGHTING FIXTURES AND OUTLETS. ALL WALL POWER AND TELEPHONE OUTLETS SHALL BE MOUNTED AT 16" A.F.F. AND ALL LIGHT AND DIMMER SWITCHES SHALL BE MOUNTED AT 48" A.F.F. EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. DIMENSIONS NOTED ON ARCHITECTURAL/INTERIOR DESIGNER'S DRAWINGS SHALL PREVAIL. 6. NEW EXIT LIGHT FIXTURES SHALL MATCH EXISTING EXIT LIGHT FIXTURE IN SAME AREA. 7. CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT NEW BATTERY BACK-UP (MINIMUM 1100 LUMEN) IN EXISTING RELOCATED LIGHT FIXTURES FOR EMERGENCY LIGHTING, MINIMUM 1.5 HR. OF BACK-UP. (TYPICAL FOR ALL NON -GENERATOR BACK-UP SYSTEMS.) 8. CONTRACTOR MAY COMBINE WIRES IN ONE CONDUIT FOR CONVENIENCE OF INSTALLATION, PROVIDED ALL THE REQUIREMENTS OF THE N.E.C. ARE OBSERVED. 9. ALL ELECTRICAL EQUIPMENT IS SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS ARE TO BE DETERMINED IN THE FIELD AVOIDING INTERFERENCES. 10. THE INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND ALL REQUIREMENTS OF THE LATEST EDITION OF THE N.E.C., OSHA, STATE AND LOCAL CODES. - FLORIDA BUILDING CODE 2007 - NFPA 70 NATIONAL ELECTRIC CODE 2008 - NFPA 72 NATIONAL FIRE ALARM CODE 2002 - NFPA 101 LIFE SAFETY CODE 2006 11. ALL WIRE, CONDUIT AND BREAKERS SHALL BE #12 COPPER WIRE (THHN OR THWN). 1/2" CONDUIT AND 20 AMP SINGLE POLE BREAKERS UNLESS OTHERWISE NOTED. (TYPICAL) 12. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 75 FEET FROM PANEL, WIRING SHALL BE INCREASED TO #10 AWG. WHEN BRANCH CIRCUIT LENGTH EXCEEDS 150 FEET FROM PANEL, BRANCH WIRING SHALL BE INCREASED TO #8 AWG WITH #10 AWG GROUND. 13. PROVIDE #6 COPPER GROUND TO TELEPHONE BACKBOARD. 14. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 15. CONTRACTOR SHALL UPDATE PANEL DIRECTORY AS PER WIRING IN FIELD. 16. CONTRACTOR SHALL USE EXISTING SPARE BREAKERS/BLANKS IN PANEL(S) AND CIRCUITS MADE AVAILABLE THROUGH DEMOLITION PRIOR TO ADDING NEW PANEL(S). VERIFY IN FIELD. 17, THE INSTALLATION OF WIRING, RACEWAY AND DEVICES FOR THE FIRE ALARM SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY CODES, NFPA CODES AND UNIFORM RULE 4A-48, RULES AND REGULATIONS OF THE STATE FIRE MARSHAL'S OFFICE F.S. 633.01 AND 633.701. 18. THE FIRE ALARM CONTRACTOR SHALL PERFORM A SITE VISIT PRIOR TO BID TO VERIFY ENOUGH POWER EXISTS TO OPERATE ALL NEW AND EXISTING FIRE ALARM DEVICES. INCLUDE AN EXPANDER PANEL IF REQUIRED. 19. ALL CIRCUIT BREAKERS FOR MECHANICAL EQUIPMENT SHALL BE HACR RATED. 20. ALL NEW BREAKERS ADDED TO EXISTING PANELS SHALL HAVE SAME A.I.C. RATING AS EXISTING BREAKERS UNLESS NOTED OTHERWISE. 21. VOLTAGE DROP HAS BEEN CALCULATED IN COMPLIANCE WITH FBC 13-413 AND NEC 210.19(A)(1)FPN#4. 22. FIRE ALARM PERMIT DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE FIRE ALARM SYSTEM CONTRACTOR. 23. ANY NEW FIRE ALARM VISUAL DEVICES SHALL HAVE A CANDELA RATING OF 75 UNLESS NOTED OTHERWISE. ANY NEW FIRE ALARM AUDIO DEVICE SHALL HAVE A MINIMUM 85 DECIBEL OUTPUT. ANY NEW FIRE ALARM SPEAKER DEVICE SHALL BE 0.5 WATT UNLESS NOTED OTHERWISE. 24. LIGHT FIXTURE SUPPORTED BY CEILING GRID SHALL BE SUPPORTED AS PER FIELD TECHNICAL INFORMATION #40. LIGHT FIXTURE WEIGHING LESS THAN 10 LBS SHALL HAVE (1) 12 GA HANGWIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 10 LBS SHALL HAVE (2) 12 GA WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. 25. MINIMUM EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 11A HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING, WITHIN THE WORK AREAS. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL, FBC2007 1006, T1006 EXISTING FBC2007 705.7.1 26. NO JUNCTION BOXES ARE TO PLACED ABOVE HARD CEILING. IF REQUIRED, COORDINATE WITH ARCHITECT FOR INSTALLATION OF ACCESS PANELS. ELECTRICAL SYMBOLS LEGEND SYMBOLS LEGEND SYMBOLS LEGEND 0 LIGHTING FIXTURE T❑ TRANSFORMER - AS NOTED WALLWASHER LIGHT FIXTURE WALL COMMUNICATION OUTLET. PROVIDE MIN. 1" CONDUIT WITH PULL WIRES TO ABOVE CEILING.(TELE/DATA/CABLE TV) FLUORESCENT LIGHTING FIXTURE ® FLUORESCENT STRIP LIGHTING FIXTURE ® FLOOR TELE DATA BOX 19 ® EXIT SIGN FIXTURE - ARROWS AS INDICATED 4F FIREMANS PHONE JACK 0 e FIXTURES ON EMERGENCY CIRCUIT OR FURNISHED W/ BATTERY PACK G CARD READER ® PLUGMOLD REMOTE EMERGENCY LIGHT W BATTERY PACK MAGNETIC DOOR HOLDER REF. HARDWARE SPEC'S $ S.P.S.T. TOGGLE SWITCH D FIRE ALARM SMOKE DETECTOR - CEILING/WALL MOUNTED s THREE-WAY TOGGLE SWITCH FOUR-WAY TOGGLE SWITCH H FIRE ALARM HEAT DETECTOR SWITCH WITH PILOT LIGHT F FIRE ALARM SIGNAL LIGHT, MTD. 82"A.F.F. DIMMER SWITCH F FIRE ALARM SPRINKLER FLOW SWITCH DUPLEX RECEPTACLE OUTLET v FIRE ALARM SPRINKLER VALVE TAMPER SWITCH DUPLEX RECEPTACLE OUTLET - MTD. ABOVE COUNTER D - FIRE ALARM SMOKE DETECTOR - DUCT MOUNTED QUADRAPLEX RECEPTACLE OUTLET FIRE ALARM SPEAKER, CLG. MTD. SINGLE RECEPTACLE OUTLET MTD. AS NOTED F (OR S) FIRE ALARM COMBINATION AUDIO/VISUAL DEVICE WALL MTD. 82"A.F.F. "F" INDICATES HORN. "S" INDICATES SPEAKER FLOOR OUTLET WITH RECEPTACLE DEDICATED DUPLEX OUTLET ❑F MANUAL STATION 48"A.F.F. SWITCHED REC TO BE CONTROLED VIA LIGHT CIRCUIT IRI RELAY J JUNCTION BOX - CEILING MOUNTED "DO NOT USE ELEVATOR" WARNING LIGHT(F.B. F.A. CONTRACTOR) J JUNCTION BOX - WALL MOUNTED MOTORIZED DAMPER 1 FLOOR JUNCTION BOX FSD SMOKE DAMPER ® FURNITURE SYSTEM POWER POLE A ABANDONED -0 FURNITURE SYSTEM WALL POWER FEED AFF ABOVE FINISHED FLOOR OR GRADE D FURNITURE SYSTEM WALL TELE/DATA CLG CEILING DISCONNECT SWITCH - 30A 3 NF U.O.N. E EXISTING E�J FUSED DISCONNECT SWITCH EDF ELECTRIC DRINKING FOUNTAIN ED ENCLOSED CIRCUIT BREAKER GFI GROUND FAULT INTERRUPTING ® 277/480 VOLT PANELBOARD IG ISOLATED GROUND Q 120/208 VOLT PANELBOARD LTG LIGHTING MOTOR NIT NON -FUSED CONDUIT CONCEALED IN WALL OR OVERHEAD OC ON CENTER CONDUIT CONCEALED IN FLOOR OR UNDERGROUND R RELOCATED CONDUIT RUN EXPOSED REC RECEPTACLE CONDUIT WHIP UNDER RAISED FLOOR SPR SPARE TICK MARKS INDICATE #12 CONDUCTORS OR AS NOTED UON UNLESS OTHERWISE NOTED ,I GROUND CONNECTION AS NOTED WP INDICATES WEATHERPROOF DEVICE OR PLATE o-� CONDUIT STUB -UP LOCATION FACP FIRE ALARM CONTROL PANEL •-� CONDUIT STUB -DOWN LOCATION FARA FIRE ALARM ANNUNCIATOR PANEL • SPECIAL PURPOSE CONDUIT SEE PLANS FOR NOTES SLC SIGNALING LINE CIRCUIT SM MOTOR STARTER - MANUAL NAC NOTIFICATION APPLIANCE CIRCUIT ® MOTOR STARTER - MAGNETIC I K IFIRE ALARM KNOX BOX NOTE: NOT ALL SYMBOLS ARE USED. RATED THRU WALL PIPE PENETRATION rrrs SYSTEM NO. WL1001 ( Formerly System No. 147) F Ratings- 1, 2, 3 and 4 Hr (See items 2 and 3) T Ratings- 0,1, 2, 3, and 4 Hr ( See item 3) L Rating At Ambient- less than 1 CFM/sq ft L Rating At 400 F- less than 1 CFM/sq ft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to 3/16 1 OR 2 0+, 1 OR 2 1 1 /4 to 1/2 3 OR 4 3 OR 4 4 0 to 1 /4 1 OR 2 0 4 0 to 1-1 /2# 1 OR 2 0 6 1 4 to 1/2 3 OR 4 0 12 3 16 to 3/8 1 OR 2 0 + WHEN COPPER PIPE IS USED, T RATING IS 0 H. # 0 TO 1 1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP-25 WB+ CAULK IS USED AND ONLY WHEN THE MIN. THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR I HR FIRE RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS. * BEARING THE UL CLASSIFICATION MARKING. SPECIAL ELECTRICAL NOTES: 1. THE FIRE ALARM CONTRACTOR SHALL PERFORM A SITE VISIT PRIOR TO BID TO VERIFY THAT ENOUGH POWER EXISTS TO OPERATE ALL NEW AND EXISTING FIRE ALARM DEVICES. INCLUDE AN EXPANDER PANEL IN BID IF REQUIRED. 2. PRIOR TO CREATING ANY PENETRATIONS OF THE CONCRETE FLOOR SLAB, SUCH AS CORE DRILLING, DRILLING OR SAWCUTTING, THE G.C. SHALL LOCATE ALL EXISTING SLAB REINFORCEMENT USING X-RAY. THE G.C. SHALL RELOCATE THE SLAB PENETRATION AS NECESSARY TO AVOID CUTTING ANY SLAB REINFORCEMENT. IF RELOCATION OF A FLOOR PENETRATION IS REQUIRED, CONSULT WITH THE OWNER OR ARCHITECT FOR APPROVAL OF THE PROPOSED NEW LOCATION PRIOR TO PROCEEDING. 3. J-BOXES ABOVE CEILING SHALL BE LABELED WITH A CIRCUIT NUMBER AND PANEL DESIGNATION, 4. REUSE CIRCUITS MADE AVAILABLE BY DEMOLITION PRIOR TO ADDING CIRCUITS AND PANELBOARDS. 5. CONTRACTOR IS RESPONSIBLE FOR UPDATING ALL PANEL SCHEDULES WITH CURRENT DESCRIPTIONS OF ALL BRANCH CIRCUITS DESIGNATIONS. NEW PANEL A VOLTAGE 120 208 V SIZE 600A MILO CABINET FLUSH -MOUNT NEMA-3 SQ.D NOQD PHASE 3 PH 600A BUS RATING 45,000 AIC RATED 4 W U) � zz REMARKS CKT.BKR. VA PHASE LOAD 1� U BUS Imo-' U VA PHASE LOAD CKT.BKR. REMARKS cn zz AMPS P A B C ABC A B C AMPS P GEN REC. 20 1 900 _ 1 X 2 1080 20 1 GEN REC. GEN REC. 20 1 1080 3 X 4 1080---- 20 1 GEN REC. GEN REC. 20 1 540 5 X 6 720 20 1 GEN REC. RM.106 GEN REC. 20 1 540 7 X 8 720 20 1 GEN REC. BK.RM. COFF 20 1 1000 9 X 10 720 20 1 GEN REC. BK.RM. MIC 20 1 1000,11 X 12 1478 20 1 OFFICE LTNG BK.RM. REF 20 1 800 ` 13 X 14 1224 20 1 OFFICE LTNG BK.RM. REC.GFI 20 1 - 800 15 X 16 700 20 1 1CORRIDOR LTNG GEN REC. 20 1 840 17 X 18 504 20 1 ISITE LTNG AC SPLIT 30 2 1135 �C 19 X 20 200 - 20 1 TIME CLOCK -�� 1135 21 X 22 2250 30 2 WATER HEATER IT RM REC. 20 1 800 73 X 24 2250 IT RM REC. 20 1 800 25 X 26 2080 30 2 IH RM IT RM REC. 20 1 800 27 X 28 2080 GEN REC. 20 1 1080 29 X 30 7247 80 3 RTU #1 FLR. BOX RM 116 20 1 500 31 X 32 7247 GEN REC. RM 116 20 1 1080 33 X 34 7247 RM 116 REC LTNG 20 1 360 35 X 36 7187 80 3 RTU #2 GEN REC. 20 1 900 37 X 38 7187 GEN REC. 20 1 1080 39 X 40 7187 FLR BOX RM 122 20 1 840 41 X r 42 7187 80 3 RTU #3 DRINK FOUTIAN 20 1 510 43 X 44 7187 COPIER 20 1 1000 45 X 46 7187 , SPARE 20 1 47 X 48 540 20 1 SERVICE REC. SPARE 20 1 49 X 50 1560 20 1 FAN SPARE 20 1 51 X 52 724 20 1 LIGHTING SPARE 20 1 53 X 54 20 1 SPARE TOTAL 6085 7975 5460 28485 29175 27113 TOTAL NB = NEW BREAKER SHALL BE COMPATIBLE WITH EXISTING PANELBOARD AND SHALL MATCH PANELBOARD AIC RATING. EB = REUSE EXISTING BREAKER. r NOTE: CONTRACTOR IS RESPONSIBLE FOR UPDATING ALL PANEL SCHEDULES WITH CURRENT DESCRIPTIONS OF ALL BRANCH CIRCUIT DESIGNATIONS. NEW UTILITY TRANSFORMER MAKIV RISER DIAGRAM NOT TO SCALE ORISERNOTES. TABULATION TOTAL LOAD DEMAND FACTOR DEMAND LOAD MEASURED LIGHTING 5190 1.25 6488 COOLING 27597 HEATING 64863 1.00 64863 RECEPTACLE 21240 0.74 15620 MISCELLANEOUS 10730 1.00 1 10730 KITCHEN EQUIP LARGEST MOTOR TOTAL DEMAND LOAD 97700 VA TOTAL DEMAND AMPS 271.2 A 1. POLE MOUNTED UTILITY TRANSFORMER BANK, 120/208V/3PHASE/4WIRE PROVIDED BY UTILITY WITH SERVICE LATERAL DOWN POLE TO UNDERGROUND HANDHOLE. COORDINATE WITH LOCAL UTILITY. 2. PROVIDE (2) SETS OF (4) #350; EACH IN 3"C FROM HAND -HOLE, THRU CT CABINET, TO PANEL W. FINAL CONNECTION IN HAND -HOLE PROVIDED BY ELECTRICIAN. 3. NEW UTILITY CT METER, COORDINATE WITH LOCAL UTILITY PRIOR TO INSTALLATION. 4. NEMA-3R CT CABINET. COORDINATE EXACT REQUIREMENTS WITH LOCAL UTILITY. 5. PROVIDE (2) 5/8" X 10' COPPER CLAD GROUND RODS. 130 '4 0.. ;I< © 565 RTU GENERAL MECHANICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, ALL DRAWINGS AND SPECIFICATIONS COMPLY WITH MINIMUM EXISTING CODES. 2. CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH BASE BUILDING PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO CONSULT BUILDING OWNER FOR BUILDING STANDARDS AND CONTROL SEQUENCES. 4. CONTRACTOR SHALL CONFIRM THE EXISTENCE OF FIRE DAMPERS AS REQUIRED BY CODE IN ANY DUCT PENETRATING EXISTING FIRE RATED PARTITIONS. 5. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND LXI�) I INU UUNUI I IUNS. HL IN I LN I Ur I HLSt NU I L�) ANU MLUHANIUAL NU I L5 UN UNAWINUS IS I U CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL AND PLUMBING Q SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. Y 6. CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT AT THE FINAL INSPECTION. ° CONTRACTOR SHALL ALSO PROVIDE ALL REPORTS AS REQUIRED BY THE SPECIFICATIONS. 0 0 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE N EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS AND SMALL WATER LINES, ETC. a 8. CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS BEFORE INSTALLATION TO AVOID ANY BEAM o CONFLICTS AND COORDINATE PIPING AND HVAC DUCTWORK ACCORDINGLY. 9. BALANCE AIR DISTRIBUTION SYSTEMS TO QUANTITIES AS INDICATED ON DRAWINGS. E `o 10. ALL SUPPLY TAKE -OFFS ARE CONNECTED TO HARD TRUNK DUCT WITH SPIN -IN FITTING (WITH MANUAL DAMPER) OF SIZE EQUAL TO DIFFUSER INLET AND DUCT CONNECTION. FLEXIBLE DUCT SHALL BE STRAIGHT WITH NO SAGS OR EXCESS DUCT. TOTAL TURNS SHALL NOT EXCEED 135 DEGREES. FLEX CONNECTIONS ARE NOT TO EXCEED 8 FEET IN LENGTH. PROVIDE HARD DUCT FOR OVER 8 FEET OR AS SPECIFICALLY CALLED 2 FOR ON THE PLANS. THERMA-FLEX OR EQUAL INSULATED FLEX DUCT CONFORMING TO NFPA-90A AND UL 181 FOR "AIR DUCT CONNECTOR." 11. PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO INSTALL MECHANICAL EQUIPMENT AND MATERIALS. E 12. ALL DUCT SIZES INDICATED ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 13. ALL DUCTWORK TO BE SHEETMETAL PER SMACNA STANDARDS FOR BASE BUILDING, EXCLUDING FLEX �&%RNS TO AIR DISTRIBUTION DEVICES OR AS SPECIFICALLY NOTED ON DRAWINGS. 0 14. RE -ADJUST THE THROW OF ALL AIR DISTRIBUTION DEVICES AFFECTED BY THE ADDITION OR REMOVAL OF a O 15. ALL CEILING MOUNTED DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE NOTED. z 16. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 0 17. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. a 18. PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED ri WALL. DUCTWORK OR PIPING SHALL NOT BE SUPPORTED FROM ANY FIRE RATED WALL. N r O� MECHANICAL -PLAN SCALE t/s" = r_o• GENERAL MECHANICAL NOTES CONT. 19. FOR DUCTWORK PENETRATING ONE HOUR FIRE RATED WALL. THE ENTIRE DUCT SYSTEM TO BE CONSTRUCTED PER SMACNA STANDARDS WITH A MINIMUM OF 26 GAUGE STEEL DUCT AND SHALL CONTINUE IN THE HORIZONTAL DIRECTION WITHOUT ANY GRILLE OR OPENING FOR NOT LESS THAN 5-0" FROM THE WALL AND DUCT SHALL NOT EXCEED SQUARE INCH REQUIREMENTS OF LOCAL CODE, OTHERWISE A FIRE DAMPER SHALL BE PROVIDED. 20. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER SMACNA. 21. DUCTWORK SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 22. ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 48" A.F.F. THERMOSTATS SHALL BE FASTENED BY PLASTIC SHIELD AND SCREWS. 23. PENETRATIONS THROUGH SMOKE OR FIRE RATED ASSEMBLIES: PENETRATIONS FOR PIPES, CONDUITS OR OTHER PURPOSES THROUGH ASSEMBLIES (FLOORS, ROOF, WALLS PARTITIONS, ETC.) WITH A REQUIRED FIRE RESISTANCE RATING SHALL BE SEALED TO THE PENETRATING MEMBER IN AN APPROVED MANNER WHICH MAINTAINS THE REQUIRED FIRE RESISTANCE RATING OF THE ASSEMBLY. 24. INSTALLATION OF MECHANICAL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS. 25. ALL EXHAUST VENTS MUST BE AT LEAST 10' FROM ANY OUTSIDE AIR INTAKE. CONTRACTOR TO ADJUST VENTS ACCORDINGLY. 26. CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS BEFORE INSTALLATION TO AVOID ANY BEAM CONFLICTS AND COORDINATE PIPING AND HVAC DUCTWORK ACCORDINGLY. 27. ALL NEW EXHAUST DUCTWORK SHALL BE SHEETMETAL. INSULATE BOTH WITH 1.5" THK. DUCT WRAP. 28. ALL SUPPLY DUCTWORK SHALL BE METAL EXPOSED ROUND DOUBLE WALLED/RETURN DUCTWORK SHALL BE METAL EXPOSED ROUND SINGLE WALL PER SMACNA STANDARDS, EXCLUDING FLEX CONNECTIONS TO AIR DISTRIBUTION DEVICES OR AS SPECIFICALLY NOTED ON DRAWINGS. 29. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 30. OUTSIDE AIR SUPPLY RATES CONFORM TO ASHRAE 62-2004 STANDARDS. 31. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH WATER PIPING, SANITARY DRAINS, FIRE SPRINKLERS, MAJOR ELECTRICAL CONDUITS AND EXISTING STRUCTURAL BEAMS. 32. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AIR HANDLING UNIT. INSULATE ALL CONDENSATE LINES WITH 1/2" THICK CLOSED CELL FOAM INSULATION. SLOPE CONDENSATE LINES AT 1/8" PER FOOT MINIMUM. 33. SUPPLY AND RETURN PLENUMS FROM RTU'S SHALL BE DOUBLE WALLED INSULATED SHETTMETAL DUCT. 34. ANY DUCTWORK ABOVE CEILINGS SHALL BE INSULATED. MECI ANICAL. LEGEND MVD MANUAL VOLUME DAMPER EXIST. EXISTING RA RETURN AIR CA OUTSIDE AIR CS & CR CONDENSER WATER SUPPLY AND RETURN AFF ABOVE FINISHED FLOOR CHWS & CHWR CHILLED WATER SUPPLY AND RETURN DUCT REDUCTION IN DIRECTION OF FLOW SD DUCT MOUNTED SMOKE DETECTOR MOTORIZED DAMPER RETURN (OR EXHAUST) GRILLE zSUPPLY DIFFUSER ETR EXISTING TO REMAIN RE RELOCATE EXISTING ER EXISTING RELOCATED 00- FIRE DAMPER >-- EXISTING FIRE DAMPER NEW HARD DUCT - -� EXISTING HARD DUCT NEW FLEXIBLE DUCT 1 J EXISTING FLEXIBLE DUCT O THERMOSTAT l� i� ll�ii.111 i�T ik oft i1 IT T'i U m a Y 0 Y 6 0 m �E m a 0 r E to C ro U 0 a m E E U O a� 6 C a 0 z m t o+ 6 A s N r o+ a 0 U AIR COOLED CONDENSING UNIT SCHEDULE 095 OUTDOOR AIR TEMP. (2)FINAL ELECTRICAL REFRIGERANT LINE ROUTE TO ROOF, AND EQUIPMENT PLACEMENT ON THE ROOF SHALL BE COORD IN THE FIELD WITH BUILDING OWNER. O3 PROVIDE SEACOAST PROTECTION OPTION. ®PROVIDE LOW AMBIENT BAFFLE OPTION. ROOFTOP AIR CONDITIONING UNIT SCHEDULE SPECIAL HVAC NOTES ROUND SUPPLY / RETURN DUCT TO TURN UP AND TRANS. TO UNIT'S SUPPLY / RETURN OPENING SIZES. PROVIDE FLEXIBLE DUCT CONNECTORS BETWEEN DUCT AND UNIT CONNECTIONS. 2 NEW ROOF CURB INSTALL TO BE COORD. WITH STRUCTURAL PLANS, PROVIDE THRU CURB POWER FEEDS. SMOKE DETECTORS IN UNIT SUPPLY DUCTS, TEST UNIT FOR SHUT —DOWN WITH SMOKE DETECTOR ACTIVATION. COORD. S.D INSTALLATION W/ RTS SHOWN ON PLAN. 10/10 EXHAUST DUCT UP THROUGH ROOF. TERMINATE WITH ROOF VENT (WITH BIRDSCREEN). TERMINATE POINT TO BE A MIN OF 10'-0" FROM OUTSIDE AIR INTAKES. REFRIGERANT PIPING TO ASSOCIATED CONDENSING UNIT ON ROOF SIZE AND ROUTE PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO VERIFY ROUTE AND CONSULT BUILDING OWNER FOR EXACT LOCATION FOR MOUNTING CONDENSING UNIT TO ROOF ROUTE NEW 3/4" CONDENSATE TO EXTERIOR, SPILL TO GRADE. PROVIDE COND. SUMP AND PUMP MOUNTED AT UNIT. LOCATE SUMP FOR EASY SERVICE ACCESS. RTU CONDENSATE LINE, SAME SIZE AS UNIT CONNECTION, WITH P—TRAP. ROUTE TO NEAREST ROOF GUTTER. CONSULT BUILDING OWNER FOR EXACT ROUTING. CONTRACTOR SHALL COORDINATE FINAL SIDEWALL DIFFUSER / RETURN GRILL LOCATIONS IN ALL AREAS WITH DOOR AND WINDOW WALL LAYOUTS, FIELD VERIFY. SUPPLY AND RETURNS SHALL BE A MINIMUM OF 12 INCHES ABOVE FRAMES WHERE POSSIBLE. �9 CONTRACTOR SHALL COORDINATE FINAL THERMOSTAT LOCATIONS WITH TENANT FURNITURE, LOCATE THERMOSTAT IN APPROXIMATE LOCATION AS SHOWN. `11:10] ROUTE NEW DUCTS IN OPEN CEILING AREAS AS SHOWN, COORD. SUPPLY & RETURN DUCT CROSS OVER W/ EACH OTHER AND STRUCTURE IN FIELD AS NEEDED. 11 CONTRACTOR SHALL USE THE UTMOST QUALITY AND CRAFTSMANSHIP INSTALLING ALL DUCTWORK AND SUPPLY / RETURN SIDEWALL GRILL INSTALLATION DUE TO THE HIGH VISIBILITY OF THE PROJECT ( EXPOSED HVAC SYSTEMS). ASHRAE 62.1 COMPLIANCE 42 PEOPLE OFFICE X 5 CFM/PERSON + 5201 SQ FT X 0.06CFM/SQ FT = 522.1 CFM THE DESIGN DRAWINGS PROVIDE 700 CFM OF OUTSIDE AIR. TOTAL OUTSIDE AIR 100 CFM SHOWERS 0 CFM RESTROOMS 250 CFM JANITOR 0 CFM TOTAL EXHAUST 250 CFM OUTSIDE AIR + 100 CFM EXHAUST - 25O CFM EXFILTRATION - 320 CFM TOTAL $LDCs. PRESSURE + 130 CFM a'.. j ; �.....,�� x ........ tk. Ill ON.�` ,.}{, Clfi r ) 77 G l { #.. k i J i1'.O.Bo 137.......... 1..'.2070...., a Ui LOAD RATED FASTENERS ( C:(D 10" DIA. MAX. BAND OF SAME SIZE AS HANGER STRAP MAX. HANGERS MUST NOT DEFORM DUCT SHAPE SAND ONE-HALF ROUND MAY BE USED IF DUCT SHAPE IS MAINTAINED. MINIMUM HANGER SIZES FOR ROUND DUCT Dla. Maximum Mrs Rod Strap Spacing Diu. 10" do 12' One 12 ga. 1/4" 1" x 22 ga. 11-18" 12' Two 12 gaor One 8 .ga. 1/4. 1" x 22 ga. 19-24" 12' Two 10 ga. 1j4" 1" x 22 ga. 25-36" 12' Two 8 ga. 3/8" 1" x 20 ga. 37-50" 12' Two 3/8" Two 1" x 20 ga. 51-60" 12' Two 3/8" Two 1" x 18 ga. 61-84" 12' Two 3/8" Two 1" x 16 ga. NOTES: 1. Straps are galvanized steel; rods are uncoated or to be within their load limits; see allowable loads galvanized steel; wire is black annealed, bright basic with Table 4-1. or galvanized steel. All are alternatives. 5. Designers: For industrial grade supports, Including 2. See Figure 4-4 for lower supports. saddles, single point trapeze loads, longer spans and flanged joint loads, see SMACNA's Round In- 3. See Figures 4-2 and 4-3 for upper attachments, dustrial Duct Construction Standards. 4. Table allows for conventional wall thickness, and 6. See Figures 3-9 and 3-10 for flexible duct supports. joint systems plus one Ib/sf of insulation weight. If heavier ducts are to be installed, ajust hanger sizes DUCT SUPPORT DETAIL NTS CONDENSATE TRAP. ROUTE CONDENSATE TO NEAREST ROOF DRAIN. DISCONNECT SWITCH. DO NOT MOUNT HIGHER THAN UNIT. - ROOFTOP UNIT SCREWED TO CURB WITH 3/8" SCREWS, 24" CENTER AROUND PERIMETER PATE PIPING PLUG FOR CONTROL DO NOT RUN IN POWER CONDUIT. DO NOT USE "PATE" PIPING PLUGS AS NOTED WHERE UNIT MANUFACTURER HAS PROVIDED OPENINGS INSIDE PERIMETER CURB. - RA FL k B L E CONNECTION, ROOF CURB BOLTED TO SUPPORT STEEL WITH 3/8" BOLTS, 24" ON CENTER AROUND PERIMETER CUT HOLE IN ROOF ONLY LARGE ENOUGH FOR DUCT AND PROVIDE I ................................. ,........................... STRUCTURAL SUPPORT FOR DECKING. �1 SUPPLY AIR .............................. CONTRACTOR SHALL PROVIDE AND INSTALL AN APPROVED DUCT MOUNTED SMOKE DETECTOR FOR ALL RTU'S DELIVERING 2000 CFM OR MORE. INTERLOCK SD WITH UNIT OPERATION. RrvOFTOP UNITDETAIL NTS VIBRATION ISOLATING HANGER (SPRING OR RUBBER AS SPECIFIED). //-.BACKDRAFT DAMPER FLEXIBLE CONNECTION , ROUND OR RECTANGULAR DISCHARGE EXHAUST DUCT. p REFER TO DWGS FOR SIZE . FLEXIBLE CONNECTION EXHAUST GRILLE/REGISTER CEILING CONSTRUCTION INLINE CABINET EXHAUST FAN CABINET EXI­1AUST FAN DETAIL NTS COLLAR SEE PLA SECURE DIFFUSER Ti DUCT COLLAR AT A PER DIFFUSER' MANUFACTURE RECOMMENDATION SUPPLY DIFFUSE SIDE WALL SUPPLY /RETURN DETAIL rns PACKAGED ROOFTOP AIR PROVIDE 3, S>IEI T METAL CONDITIONER UNIT SCREWS 'IHRU BASE OF' UNIT AND CURB, SPAC...I 24-INCHES O.C. AND MAX.' .., 6-INCHES FROM CORNERS (MINIMUM OF TWO PER SIDE) SH1=ET META -:.: .MANUFACTURED ROOF CURB S�RAF' SHALL' :...:: :.. OVERLAP CURB ............: PROVIDE 140 Sf--IEET METAL_,_ .. SCREWS THRU STRAP AND CURB _ __ PROVIDE TWO — �I............. SHE' METAL ................................................. ............................... E BCREWS THRII... EXISTING ROOF ;f OVERLAPPED FIELD VE RIF" S': P _STRUCTURAL STEEL. JOIST 20 GAUGE X ONE -INCH WIDE GALVANIZED STEEL.. STRAPS LOOPED AROUND JOIST. PROVIDE :OUR STRAPS (TWO EACH ON OPPOSITE SIDES) RTU TIE, -DOWN DETAIL METAL ROOF WITH BAR JOIST xrs 8" SECUF TO Dl (4) Fi SUPPI 150 11111 SUPPLY DUCT ROUND DUCT W/SUPPLY DIFFUSER DETAIL NTS 1, CING SEE 'E. PLAN VIEW NO..I.E.: MAXIMUM SPACING IS C'---C1" ON CENTER, INSTALLATION SHALL BE PER MANUFACTURER RECOMMENDATIONS MANUFAC'"FURER: MIRO INDUSTRIES MIDVALE, UTAH 84047 (801) 886.....3680 ELEVATION PIPE MiRO INDUSTRIES 'MODEL 3--R PROVIDE ROOF TAR AS ADHESIVE BETWEEN ROOF SURFACE AND SUPPORT BASE ROOF ROOF PIPE SUPPORT DETAIL MS sA ; £k P ". # 2< is kld i Ilk Llkcl, Lull; :.. : j 7fir�•}^S, /AS�Y.� T t ... 't--------- _-.{�.'..�.r}...,-, {^ t sue` 3'a >:s.. �,, •Q. .``. � 4`:,1. tA ....... . .. ...... . ........ . . ..... b.\ C' 333Q 0 revision by 0 0 0 A 0 Mar and Mar architects inc. 28473 u.& 19 rL clearwater, fl 33761 } -4 L" Q C(, Q American Institute of Architects member firm ❑ Roberta S. Klar ❑ Steven L. Klar ❑ Preliminary Permitting Set I] Construction Set Date: 05.06.15 Drawn: Sheet: Of: 4' BUILDING SEWER FOR CONTINUATION SEE CIVIL DRAWINGS (26 FIXTURE UNITS TWO WAY CL.EANOUT 0' BUILDING STORM 5EhER FOR CONTINUATION SEE CIVIL DRAWINGS (5690 50. FTa i��LOOR PLAN = PLUM5INO = WASfiE 1 /8" = 1'-0" 2' CW SERVICE FOR CONTINUATION SEE ..CIVIL DRAWINGSI (26 FIXTURE UNITS) -BALL VALVE IN. VERTICAL. -3/4' �3/4' TRAP PRIMER /2'CW BEL. FL. �LCOR PLAN � FLUMSING - 5UPPL1' 1 /8" = 1'-0" W. 0 revision by 0 0 0 0 0 0 klar and klar architects inc. 28473 us. 19 n. clearwater, fl 33761 American Institute of Architects member firm ❑ Roberta S. Klar ❑ Steven L. Klar 4 p1 1 ❑ Preliminary X1 Permitting Set I1 Construction Set Date: 05.06.15 Drawn: Sheet: 0 Of: p-11 1 f II 1' ' I I,- III I _ 1 :1 _ _ I -. GENERAL PLUMBING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, ALL DRAWINGS AND SPECIFICATIONS COMPLY WITH MINIMUM EXISTING CODES. 2. CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH BASE BUILDING PLANS AND SPECIFICATIONS.. 3. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND EXISTING CONDITIONS. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS AND SMALL WATER LINES, ETC. 5. CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS BEFORE INSTALLATION TO AVOID ANY BEAM CONFLICTS AND COORDINATE PIPING ACCORDINGLY. 6. ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN WALLS OR IN CHASES EXCEPT AS SPECIFICALLY NOTED. PATCH ALL EXISTING SURFACES AFFECTED TO MATCH ADJACENT SURFACES. 7. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 8. SLEEVE AND FIRE STOP ALL PENETRATIONS OF RATED WALLS, CEILINGS, ETC., INCLUDING ROOF. FLASH AND COUNTERFLASH ROOF PENETRATIONS. 9. FIELD VERIFY EXISTING INSTALLATIONS OF ALL TRADES. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION UNDER THE NEW WORK. 10. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS, AND FIELD INVESTIGATION. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. 11. PIPE ROUTING IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING OR ANY ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION AND CLEARANCES. CONTRACTOR TO VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND OBSTRUCTIONS OF ALL TRADES AND ROUTE PIPING TO AVOID ANY INTERFERENCES. 12. ALL DOMESTIC WATER PIPING AND FITTINGS INSIDE THE BUILDING ABOVE SLAB SHALL BE TYPE L COPPER WITH SOLDER JOINTS 13. ALL SANITARY, STORM AND VENT PIPING SHALL BE SCHEDULE 40 PVC OR SERVICE WEIGHT CAST IRON. NO PVC WITHIN RETURN AIR PLENUM CEILINGS. STORM PIPING ABV SLAB SHALL BE INSULATED CAST IRON. 14. PROVIDE STEEL HANGER RODS, THREADED BOTH ENDS, THREADED ONE END OR CONTINUOUS THREADED AS REQUIRED. 15. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1" THICK FIBERGLASS INSULATION WITH MOLDED FIBERGLASS PIPE COVERING AND CONTINUOUS VAPOR AS MANUFACTURED BY MANVILLE COPRORATION, OWENS-CORNING OR CERTAINTEED. INSULATE DOMESTIC HOT WATER PIPING IN WALLS AND CHASES BEHIND FIXTURES WITH 1" THICK FIBERGLASS INSULATION. 15. INSULATE ALL ROOF DRAIN BOWLS AND STORM PIPING ABOVE CEILING WITH 1" THICK FIBERGLASS INSULATION PIPE COVERING AND CONTINUOUS VAPOR BARRIER AS MANUFACTURED BY MANVILLE COPRORATION, OWENS-CORNING OR CERTAINTEED. PIPE SUPPORTS & COVER PLATES PIPE HANGERS, SUPPORTS AND INSERTS SHALL BE AS FOLLOWS: 1. PIPING SHALL BE SUPPORTED INDEPENDENTLY OF ALL CONNECTIONS AND SLEEVES BY PIPE HANGERS AND PIPE SUPPORTS OF MODERN, GRINNELL, FEE & MASON, AUTO -GRIP OR CRANE MAKE PER THE FLORIDA PLUMBING CODE FOR THE PIPE MATERIAL AND SIZE SERVED. 2. HANGERS AND SUPPORTS SHALL BE ARRANGED TO PERMIT FREE, UNRESTRAINED AND NOISELESS EXPANSION AND CONTRACTION OF PIPING AND MUST BE ADJUSTABLE. 3. UNLESS OTHERWISE NOTED, HANGERS, SUPPORTS, COLLARS, ASSOCIATED EQUIPMENT, ETC., SHALL BE OF ALL STEEL CONSTRUCTION WITH A HEAVY PRIME COAT, EXCEPT THAT PORTION IN CONTACT WITH NON-FERROUS PIPE SHALL BE SAME CONSTRUCTION AS PIPE, PLATED WITH SAME METAL AS PIPE, OR COVERED WITH SAME METAL AS PIPE, AND SECURELY FASTENED IN PLACE. 4. OVERHEAD HANGERS SHALL BE OF THE SOLID RING, SPLIT RING OR CLEVIS TYPE, WITH ADJUSTABLE STEEL RODS SECURELY SUPPORTED FROM INSERTS OR BOLTED TO STEEL CONSTRUCTION. 5. PIPING HUNG CLOSE TO WALLS SHALL BE SUPPORTED BY BRACKET TYPE SUPPORTS OR FROM BRACKETS WITH SUSPENSION RING HANGERS, ARRANGED TO POSITION PIPING AWAY FROM WALLS IN CENTER OF SLEEVES, SECURELY BOLTED TO MASONRY WALLS OR STEEL CONSTRUCTION. HANGERS AND SUPPORTS WITH 4'-0" OF FLOOR MUST BE FREE OF SHARP EDGES, CORNERS AND PROJECTIONS. INSTALLATION 1. PIPING SHALL RUN TRUE, STRAIGHT, PLUMB, AND PARALLEL WITH WALLS; HAVE UNIFORM PITCH; BE CENTERED IN HANGERS OR SUPPORTS INDEPENDENT OF CONNECTIONS AND SLEEVES; BE ANCHORED AS REQUIRED TO CONTROL MOVEMENT, BE PROVIDED WITH EXPANSION JOINTS, EXPANSION LEGS, EXPANSION LOOPS, AND EXPANSION CONNECTORS WITH FLEXIBLE PIPE AND FITTINGS ARRANGED AS REQUIRED TO PERMIT FREE, UNRESTRAINED, NOISELESS EXPANSION AND CONTRACTION, AND FREEDOM FROM STRAIN ON EQUIPMENT. 2. ACCESSIBLE UNIONS OR FLANGE UNIONS SHALL BE PROVIDED IN EACH BRANCH, ADJACENT TO EACH EQUIPMENT CONNECTION, EACH VALVE, OR DEVICE, OR GROUP OF VALVES OR DEVICES, AND AT LEAST EVERY 75'-0" IN MAINS. 3. CONNECTIONS TO SOIL, WASTE AND DRAIN STACKS SHALL BE AT 45 DEGREES; THOSE TO VENT STACKS MAY BE AT 45 DEGREES OR 90 DEGREES. 4. UNLESS OTHERWISE NOTED, SOIL, WASTE, DRAIN AND VENT STACKS SHALL BE CONCEALED IN WALLS, PIPE CHASES, OR SHAFTS WITH CLEANOUTS EXTENDED TO ACCESSIBLE LOCATIONS. 6. ALL PLUMBING FIXTURES SHALL BE PROPERLY VENTED TO PREVENT SIPHONING OF TAPS. USE LEAD JACKETS FOR ROOF VENTS ONLY. 6. CONTRACTOR SHALL INSTALL AIR CHAMBERS OR SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. ALL BRANCH PIPING SHALL HAVE ACCESSIBLE SERVICE VALVES. 7. THE DOMESTIC WATER PIPING SYSTEM SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR NOT LESS THAN SIX (6) HOURS BEFORE FLUSHING. CHLORINATION SHALL BE PERFORMED AFTER ALL PIPING AND FINAL CONNECTIONS AND PRESSURE TESTS HAVE BEEN COMPLETED. 8. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH GOVERNING BUILDING CODES. PLUMBING FIXTURE AND CONNECTION SCHEDULE P-NO FIXTURE MOUNTING MIN. CONNECTIONS SPECIFICATION DESCRIPTION HEIGHT WASTE WASTE CW HW MANUFACTURER FIXTURE TRIM WASTE TRAP SUPPLY P-I WATER CLOSET FLOOR 4' 1/2' --- KOHLER K-3575 --- --- --- K-7637 SEAT - OLSONITE 95 OR EQUAL BY BENEKE OR BEMIS FLOOR MOUNTED TO RIM ELDER EQUAL --_ --- --- EQUAL FLUSH TANK 14 1 /4" AMER-5TAN EQUAL --- --- --- EQUAL 128 GAL/FLUSH P-2 WATER CLOSET FLOOR 4' 1/2" --- KOH.ER K-3713 -- --- --- K-7637 SEAT - OL50NITE 95 OR EQUAL BY BENEKE OR BEMIS FLOOR MOUNTED TO RIM PROVIDE FLUSH HANDLE ON LAV SIDE OF TANK ELDER EQUAL --_ --- --_ EQUAL FLUSH TANK 16 1/2" AMER-5TAN EQUAL --- --- --- EQUAL 128 GAL/FLUSH P-3 URINAL FLOOR 2' 3/4' --- KOHLER K-4959-T-0 --- --_ --- --- PROVIDE FLOOR MOUNDED CARRIER 6Y J05AM, WADE, WALL HUNG TO RIM OR ZURN IF MOUNTED ON STUD WALL ELDER EQUAL `- -"" `" FLUSH VALVE I _r SLOAN ROYAL --- --- --- -- 186-05 0.5 GAL/FLUSH P-4 LAVATORY FLOOR 1 1/4' I/2' I/2' KOHLER K-2005 -_- K-1115 K-'3000 K-1606 PROVIDE FLOOR MOUNTED CARRIER BY JOSAMI, WADE, WALL HUN68 21'X18' TO DOTTOPW OF APRON OR ZURN IF MOUNTED ON STUD WALL PROVIDE PREMOLDED PREINSULATED COVER FOR TRAP E SUPPLIES ELJER EQUAL --- 803-0552 804-IIW 8m2-0320 CHICAGO FAUCET --- 2200-4 321 --- 1008 4' CENTER HOLES MIN. 29' PROVIDE DRAIN OFFSET TO PROVIDE HANDICAP CLEARANCE P-5 LAVATORY COUNTER 1 1/4' 1/2' 1/2' KOHLER K-2156-4 --- K-1115 K-9000 K-1606 COUNTERTOP 20'X11' OVAL TOP AVER-5TAN EQUAL --- 803-0552 804-1180 SM-0320 CHICAGO FAUCET - - - 2200-4 321 - - - 1008 P-6 STAINLESS STEEL COUNTER 1 1/2' 1/2" 1/2' ELKAY LR-3321553 --- LK-35 --- --- PROVIDE 1 1/2" P-TRAP AND 3/8" SUPPLY STOPS. SINK 33"X21"X5 1/2' TOP PROVIDE DRAIN OFFSET AT HANDICAP LOCATIONS JUST EQUAL --- J-35 --- -- DEEP TWO COMPT. PROVIDE PREMOL.DED PREINSULATED COVER FOR TRAP E SUPPLIES CHICAGO FAUCETS --- 2300-BCP --- --- PROVIDE DRAIN OFFSET TO PROVIDE HANDICAP CLEARANCE P-7 ELECTRIC WATER PLATFORM --- 3/4, 3/4, LOC HINVAR E5AO3OKK --- --- --- --- PROVIDE WITH 4.5KW-208V-IPH-60HZ HEATING ELEMENTS. SEE HEATER 30 GAL. ABV PIPING DIAGRAM. AD ELJF-30 _-- -_ --- - STORAGE CAPACITY CLOSET -SMITH RHEEM EQUAL P-8 THERMOSTATIC --- -- 3/4' 3/4" LEONARD TM-20-E --- --- --- ___ PROVIDE THERMOMETER IN DISCHARGE PIPE. MIXING VALVE SET TEMPERATURE AT 110 DEGREES F. SYM IONS EQUAL --- LAWL.ER EQUAL P-9 INSTANTANEOUS BELOW -- .. I/2 .. I/2 CHRONIOMITE SR-23L PROVIDE WITH 4.16 KW-208V-IPH HEATING ELEMENT AND WATER LAV BALL VALVE IN CAI INLETELECTRIC HEATER CABINET P-10 DRINKING FOUNTAIN FLOOR TO 1 1/4' 1/2' --- ELKAY EDFPBMI I7C/ «- --- PROVIDE WITH STAINLESS STEEL PANELS W/ REMOTE COOLER WALL HUNG DI -LEVEL RIM OF HIGH UNIT ER_ 10 --- -._ w PROVIDE 1 1/4' P-TRAPS AND 3/5" SUPPLY STOP 40" I /4HP 115V I PH 60HZ OASIS EQUAL P-II 4AND FASH SINGL FLOOR 1 1/4' 1/2' 1/2' 5RADLEY LVRDI CAP-DCA --- --- --- PROVIDE 1 1/4" P-TRAP AND 3/8' SUPPLY STOPS. TATION 30'X22' TO RIM PROVIDE LAVATORY DRAIN AND TAIL PIECE WITH GRID STRAINER. 33 1/2' P-12 AND WASH FLOOR 1 1/4' 1/2' 1/2' 5RADLEY LVR02 CAP-DCA ""- --- --- PROVIDE 1 1/4' P-TRAP AND 3/8' SUPPLY STOPS. OU5LE STATION TO RIM TWO RE L PROVIDE LAVATORY DRAIN AND TAIL PIECE WITH GRID STRAINER. TATION 60'X22' 33 1/2' Z I � Z ' ;> 2N,ol TI IN �'�ti IJ NI 2' �I Y I N P. N 3NI Iu ' Y " WA57E k5ER D I AGAM NO SCALE 3/4' 110 DEGREE HW SUPPLY 3/4' DIELECTRIC UNION HEAT TRAP T RELIEF VALVE CW SUPPLY LL VALVE (TYPICAL) I GALLON EXPANSION TANK 1/2' ALL THREADED RODS TO STRUCTURE DRAIN SCHEDULE MARK OUTLET SIZE STRAINER SIZE MANUFACTURER'S NUMBERS NOTES J05AM WADE ZURN FD-1 3' 80X8' 30000-5 W- 1100-G Z-415-5 NICCEL. BRASS TOP ALL ROOF SEE PLANS --- 21500 W-3500 Z-100 ALUMINUM DOME DECK CLAMP PLUMBING LEGEND WASTE PIPING VENT PIPING ----------- COLD WATER PIPING - HOT WATER PIPING - - STORM PIPING 5 WASTE W VENT V VENT THRU ROOF VTR COLD WATER CW HOT WATER FIN ROOF DRAIN RD RAIN LEADER RL HOLDRITE MODEL #50-SWHP COMBINATION DRAINPAN AND SUPPORT DISCHARj3E TO 5UILDING EXTERIOR WATER HEATER PIPING DIAORAM NO SCALE 0. BoX 1377 i • 3330::: i . 9070 • v