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Home My WebLink About7910 Gall Blvd (2)Elevation & Grading Notes 1. ABBREVIATIONS: TOC TOP OF CURB AT EDGE OF SIDEWALK TOS TOP OF FLOOR SLAB INSIDE BUILDING TOG TOP OF GRADE IN LANDSCAPE AREAS TOP TOP OF PAVING 2. TOS = 112.00'. 3. ALL SIDEWALKS TO START 1/4" BELOW THE TOS AT ALL DOORS. 4. ALL EXTERIOR DOORS TO HAVE THRESHOLDS THAT WILL NOT EXCEED 112" IN HEIGHT. 5. ALL SIDEWALKS TO SLOPE AWAY FROM THE BUILDING AT A RATE NOT TO EXCEED 1 % MIN AND 2% MAX. 6. FOR ALL SIDEWALKS, ALL TOC ELEVATIONS SHALL BE 6" MAX ABOVE ADJACENT TOP. REFER TO CIVIL DRAWINGS FOR EXACT ELEVATIONS, 7. FOR ANY LOCATIONS WHERE THERE IS GREATER THAN A 6" DIFFERENCE BETWEEN TOC AND ADJACENT TOP, NOTIFY THE ARCHITECT IMMEDIATELY. 8. NOT USED. 9. ALL HANDICAP RAMPS TO SLOPE AT 1:14 MAX. THE SURFACE OF ALL CURB RAMPS TO HAVE RAISED DETECTABLE WARNING FINISH. REFER TO DETAIL ON THIS SHEET. 10. THE BOTTOM OF ALL HANDICAP RAMPS TO BE FLUSH WITH ADJACENT TOP. REFER TO CIVIL DRAWINGS FOR EXACT ELEVATIONS OF PAVING. 6" THICK, 4,500 PSI CONCRETE SLAB W/ #4 BARS @ 15" O.C. PROVIDE THICKENED EDGE AT ENTIRE PERIMETER. T.O.C. TO BE FLUSH W/ ADJACENT T.O.P. *0* Q 72 C.� �o .7 A BOLLARDS. RE: DETAIL - i ----------------------------------------�------------------ - 5-0" 52' 6" O - - - - � 6' 0" 0 FUTURE ELECTRICAL SERVICE TO BE PROVIDED AS PART OF FUTURE TENANT INTERIOR BUILDOUT. w / FAM I RE: BLDG "B" DWGS- r tea„ O \ O PIT LEVELER INTERLOCK iY LIMIT SWITCH. PROVIDED AS Q PART OF FUTURE TENANT w INTERIOR BUILD OUT w MANUAL INSULATED OVERHEAD SECTIONAL COMMERCIAL DOOR. "U" VALUE = .057. HIGH LIFT ON 2" TRACK. SEE A-5 DOOR TYPE G 9 Receiving Door Head Detail Scale 1/2"=1'4' B.O. JOIST OL 15'-0 /2" AFF -RE: STRUCTURAL FOR ALL INFORMATION REGARDING CMU WALL, HEAD AND JAMBS CAULK SEALANT- TO BE WEATHER TIGHT ON ALL SIDES OF SHELTER T/ DOCK SHELTER 1T-8" A.F.F. T/ REC. DOOR OPENING dk 13'-2" A.F.F. 1/2" X 2" EXP. BOLTS @ 12" O.C. - STEEL BENT PLATE PAINTED E� DOCK SHELTER AND FRAME - STUB UP 24" AFF AND CAP FOR FUTURE USE j ONE 3" CONDUIT & ONE 1/2" CONDUIT W/ 15" RADIUS i 3X3X1/4" ANGLE PAINT RE: A303 10'-6 1 /2" TO INSIDE FACE OF KNEE WAL IAI - - STEEL BENT PLATE PAINTED E2 -T DOCK SHELTER / AND FRAME - MOLDED BUMPER 3"X3"X1/4 ANGLES ON FRONT AND REAR OF KNEE WALL RE: A303 T.O. CONCRETE @ DOCK GRADE --�FI_. 0'-10" BFF -�� O O APPROX. 5" STEP DOWN T V.I.F. I 8'-2"xl0'-6%2" CONCRETE PIT PROVIDED AS PART OF THE SHELL FOR 8'xlU SCISSOR LIFT TO BE PROVIDED AS PART OF THE FUTURE TENANT INTERIOR BUILDOUT. CONTROL JOINTS ALONG SIDE OF BUILDING TO BE ALIGNED WITH BUILDING EDGES AND SPACED EVENLY AS SHOWN (6-0" OC MAX). RE: DETAIL ON THIS SHEET - A103-5 CONNECTION OF UNDER / GROUND DRAIN TO SITE / STORM SYSTEM. RE: CIVIL o. 5'-6" EJ / 8�1 / �^ ^^ o" r EJ / LANDSCAPED AREAS. RE: CIVIL PLANS b 0 .1 I r 11 z UNDERGROUND DRAIN. EJ RE: A103-4 & 5. TIE w DIRECTLY INTO SITE - J r w STORM SYSTEM UNDERGROUND. RE: CIVIL o RE: BLDG m "D" DWGS POUR CONCRETE SLAB UNDER EACH BENCH T.O.C. - 1 TO BE FLUSH W/ TOP OF ADJACENT SIDEWALK. RE: A101-3 A103-5 RETAIL C , 103 ,= I EJ � FIN. FLOOR 112.00' LANDSCAPE BENCHES, - ( i LANSCAPE FORMS - SANTA & COLE COLLECTION ' "NEOROMANTICO" OR ' SIMILAR BENCH STYLE. STYLE TO BE VERIFIED BY OWNER. EQ EQ EQ EQ - BOLLARDS. RE: DETAIL A103 4 N� �B�.GO. FUTURE EL. 13'-0" DOOR EL. 13 GENERAL SITE NOTES 1. LANDLORD GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES, LANDSCAPING, AND PARKING. NOTIFY STAPLES REPRESENTATIVE OF ANY DISCREPANCIES. 2. LANDLORD GENERAL CONTRACTOR TO VERIFY FINAL SIGNAGE PACKAGE WITH SIGNAGE MANUFACTURER. SIGNAGE UNDER SEPARATE PERMIT AND CONTRACT. 3. ALL SIGNAGE SHOWN FOR INFO. ONLY, ALL SIGNAGE, BANNERS AND BANNER LIGHTING UNDER SEPARATE PERMIT. 4. LANDLORD GENERAL CONTRACTOR SHALL REFERENCE AND CONFORM TO SITE SPECIFIC LEASE EXHIBIT DOCUMENTS FOR FINAL LOCATION OF BUILDING SIGNS, PYLON DESIGN AND LOCATIONS. POWER IS REQUIRED TO ALL EXTERIOR SIGN LOCATIONS. NOTIFY STAPLES IF NOT POSSIBLE. 5. NOT USED. 6. FOR COMPLETE SITE REQUIREMENTS LANDLORD SHALL REFERENCE SPECIFICATIONS AND LEASE EXHIBITS 7. LANDLORD SHALL VERIFY LOCATION OF ALL SITE UTILITIES, LANDSCAPING, AND PARKING REQUIREMENTS 8. STAPLES MINIMUM PARKING IS 5 CARS PER 1,000 S.F. 9. AN ADEQUATE AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO SUPPORT ALL LANDSCAPING DESIGNED ON ACTUAL SITE - PENDING FROM LANDLORD COMMON AREA SOURCE/ METERED 10. RE: SITE ELECTRICAL DRAWINGS FOR ALL LIGHT POLE LOCATIONS AND LIGHT POLE DETAIL 11. NOT USED 12. MINIMUM SITE CLEARANCES SHALL BE: WALKWAYS .............................. 5'-0" IN WIDTfLi DRIVE AISLES .......................... 24'-0" IN. PARKING ROWS ...................... 60'-0" TO C PARKING STD. STALL .............. 9'-0" X 18'-0" MIN. PARKING COMPACT STALL ...... 8'-0" X 16'-0"MIN. FINAL REQUIREMENTS TO BE COORDINATED PER LOCAL CODES. 13. LANDLORD SHALL BE LIMITED TO A MAXIMUM OF 20% COMPACT SPACES OF THE REQUIRED SPACES 14. ALL PARKING SPACES SHALL BE PAINTED PER LOCAL CODE REQUIREMENTS. 15. ROOF DRAINAGE SHALL BE DISCHARGED TO APPROVED SITE DRAINAGE SYSTEM 16. SIDEWALK SHALL BE 4" NON -REINFORCED CONCRETE WITH BROOM FINISH. PROVIDE CONTROL JOINTS @ 5'-0" O.C. BOTH DIRECTIONS AND EXPANSION JOINTS @ 20'-0" O.C. UNLESS OTHERWISE SHOWN. MAX. 1:50 CROSS SLOPE PERMITTED. 17. ALL TRUCK CIRCULATION ROUTES THROUGHOUT THE STAPLES SITE SHALL BE DESIGNED TO ACCOMODATE A WB-67 VEHICLE 18. THIS BUILDING CONTAINS NO GAS PIPING. RE: STRUCTURAL�� 7 Section at Rec. Door Scale 1/4"=V-0" A T ^. JOIST BEARING 15'-8" AFF - JOIST 15'-0 1/2" AFF DOCK SHELTER FACE OF MASONRY WALL BEYOND OVERHEAD DOOR AS SCHED. T.O. CONCRETE @ DOCK GRADE EL. 0'-10" BFIF PIPE HANDRAIL 1 %" DIA. x 0.145 SHOP _- PRIMED AND PAIN I ED WI CLOSS ENAMEL PAINT, COLOR SELECTED BY ARCHITECT PIPE HANDRAIL POST 1 112" DIA x 0.145 SHOP to PRIMED AND PAINTED W/GLOSS ENAMEL PAINT, COLOR SELECTED BY ARCHITECT EPDXY GROUT SET 1. " STEEL SLEEVE EMBEDDED IN CONCRETE, RE: SIDEWALK PLAN FOR LOCATIONS RE: SIC EWALK PLAN FOR GRADES x x x x �N� CONTINUOUS EXPANSION JOINT i E: A101-3 \ w w w w w' / w w , 9• �� • ONTINUOUS EXPANSION JOINT / EQ. EQ. EQ. EQ. F-10" 5'-10" EQ. EQ. EQ. EQ. 4'-10Y" 4'-10%" 4'-1�" 4'-1 EQ. EQ. EQ. EQ. 5'-5" 5'-5" EQ. EQ. EQ. EQ. 5'�" LIMITS OF ge I �13• ARCHITECTURAL WORK RE: SIDEWALK PLANS - - I - --- - x x x • x �� REAR x6xl.4xl.4 WWF CONT. ON BOTH SIDES LEFT N RIGHT REBAR CONT @ TOP, BOTTOM, & MIDDLE GRADED AGGREGATE, h h h - LANDSCAPED AREAS. '� '� '� LANDSCAPED AREAS. '� '� - GRADED RETAINING RE: A101-4 �' ti``' '�' MIN T-0" WIDE ^ '�' RE: Al01-5 �' '�<`' �. '�<`' ^. �`' <`' `'> ao RE: CIVIL PLANS � �� .�' `� ,^' ^^' GRADED ^ ^' RE: CIVIL PLANS ,� ,� AGGREGATE WALL, r, FRONT ol AGGREGATE FINISH. RE: A101-2 RE: A101-6 FINISH. RE: A101 2 PAVEMENT BROUGHT UP FLUSH ALONG THIS AREA Retail C Life Sidewalk Plan_ x Retaining Wall & Guard Rail 6 A 1 Scale 1/8"=V-0" 8 Scale 1 1/2"=V-0" NOTE: GUARDRAIL CONSTRUCTION SHALL MEET DESIGN REQUIREMENT AS STATED IN SECTION 1607 OF THE FLORIDA BUILDING CODE. EXPOSED AGGREGATE CONCRETE 4" THICK 3,000 PSI CONCRETE FINISH 5/8" SMOOTH RIVER ROCK REINFORCED W/ 6 X 6 X 1.4 X 1.4 MIX INTEGRAL WITH CONCRETE WWF OVER COMPACTED. 112" EXPANSION JOINT SLOPE 1:14 MAX X .X 4" 6" 2Handicap Ramp Detail SCALE: 1 1/2' = T-0' EXPANSION JOINT /, SINGLE -COMPONENT POLYURETHANE SEALANT 3/4" THICK CONTROL JOINTy 1" DEEP STRUCK JOINT I I I 6' O.C. MAX RE: SIDEWALK PLAN FOR SPACING JOINTS AT FRONT OF BUILDING 1. ALL JOINTS TO BE TOOLED UNLESS NOTED OTHERWISE 2. ALL EXTERIOR CONCRETE SIDEWALKS TO BE 4" THICK 3,000 PSI CONCRETE REINFORCED WITH GRADE. 6 X 6 X 1.4 X 1 A W.W.F. OVER COMPACTED FILL. 3. CONTROL JOINTS SPACED AT 6' OC MAX. RE: SIDEWALK PLAN FOR EXACT SPACING AND LOCATION OF JOINTS. 3Sidewalk Detail SCALE: 1 1/2' =1'-0' CONCRETE SIDEWALK - BUILDING CIVIL W/ CONTROL JOINT \ RE:A100-6 6" 2" SLOPE: 1% MIN - 2% MAX. -L X. T-- T a f r PAVING RE: CIVIL \\� \/#4-REBAR \\ �� CONTINUO /STOP EA \ \ \\\ X - - @ \ F \\\ \\�\SIDE OF CJ' /\\�\CURB TO BE 6 ! XX \�\\\ \\\ \\��\ ABOVE ADJAC \\�\\\ �- /PAVING, MAX 4Curb Detail SCALE: 1 1/2' = 1'-0" LANDSCAPE SLOPE: 1°/" MiN - 2%MAX. NFL °a e e ,Y11 4• 5' 5 Curb Detail SCALE: 1 1/2' =1'-0' 6' -- ROUND EDGE 2" RADIUS I -- #4-REBAR CONTINUOUS STOP @ EACH e - X SIDE OF CJ'S 8" U O 0 rL V mc 00 co •^L' U M C W-0LL VI Em� m 2 cvLL- z ' � 0) w N to cL�o //�� r vJ J U I i 9 0 0 c.a I �•. 1 N ILL � G w P� � G zY 06 >, w U _U!n fn Q J ~ ~ Uj o �YN� w "' +�y� V c, -` o; O = ¢ R w P� cn o o LLJ 0 M N w N o Cn U A101 C-0.9 C-1 \ \� N 10 C-4 r) 0 REFER TO BUILDING 8 o DRAWINGS FOR ALL v INFORMATION PERTAINING TO THE ADJACENT BUILDING 1 C-4.6 C-4.7 C-4.9 C-5 IN REAR LEFT FN RIGHT FRONT 1 RetailC Life Floor Plan Scale l 3T-9 2" 125-4" ....- 1 4T-3Y" fi 16'-3%" 10'4" 6-10" 6'-4" 10'- FIRE RISER. RE: FP001 / 4'-2 / 3'-10" 6'-0" / FOR FIRE SPRINKLER ' INFORMATION D.S. \ ROOF ACCESS HATCH AND LADDER, RE: A301-4&5 AND A502-20 dd I I N11 I/ v v v I I 15'-0" 2'-8" 15'-0" 2'-8" 8'-2" 10'-73/" 12' 2" 10'-71" 8'-2" 16-5" 2'-8" 13 A501-9 /2'-8"/ 12'-5" /2-8" 19'-6" 2'4' 12'-5" �2'-8"/ 33'-6" - - 4'-V2" 6'-4Yz" V-0" - 5'-4" F-4 9'-4" 6'-0" / 8'-105/e" 1--93/8- 38'-6„ 125'-4" A201-1 C-D C-C.1 C-C C-B.8 C-B.7 C-6.6 C-B.5 C-6.3 C-8.2 C-B C-A.9 000000 0 0 0 M N 0 co Soil Poisoning for Termite Control 1. GENERAL 1.1 Scope: Furnish all labor, materials and equipment necessary to complete the application of soil poisoning for the termite control as specified herein. 1.2 Contractor's Qualifications: Applicator shall be licensed in the state where the project is located and shall be nationally known company. 1.3 Guarantee: a. Termite protection treatment shall be guaranteed for period of five years against termite infestation. Guarantee shall include any yearly renewal costs. Repairs for termite damage paid by termite company. b. At the Owner's option, at the termination of the guarantee, an extension renewal of inspection and service treatment shall be made available to the Owner. 2. PRODUCTS 2.1 Materials A. Materials shall be a chemical formulated as an emulsible concentrate for subsequent dilution with water. Fuel oil or other petroleum -based products are permitted as a dilutent. B. For soil areas to be treated, apply the following chemical at not less than the designated concentration: 1. Premise by Bayer Corporation: 1.0 % applied in water emulsion. 2. Prelude by Zenech Corporation: 1.0 % applied in water emulsion. C. Other Brands of chemical components using one of the following: 1. imidacioprid: 0.5 % to 0.1 % Concentration in water emulsion. 2. Permethrin: 1.0 % Concentration in water emulsion. Use treatment solutions which are not injurious to plantings in landscape areas. QD. 3. EXECUTION 3.1 Restrictions: do not apply soil treatment solution until excavating, filling and and grading operations are completed, except as otherwise required in construction operations. to ensure penetration, do not apply soil treatment to excessively wet soil or during inclement C 0.9 weather. 3.2 Surface Preparation: Remove foreign matter which could decrease effectiveness of \\ - C-1 treatment on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted areas under slabs and foundations. Toxicants may apply before placement of compacted fill under slabs, if acceptable to the Architect. 3.3 Application Rates: Apply soil treatment solution as follow: Within building area, with or without slabs -on -grade, at the rate of 1.5 gal. per 10 sq. ft. Under foundations and footings, including horizontal and vertical surfaces of excavations, at the rate of 1 gal. per 10 sq. ft. �1 Outside building perimeter in a strip at least 2' wide and under porches, areaway, aprons, o, walks, pads, stair landings, or paved extensions, at a rate of 1 gal. per 5 sq. ft. N Allow not less than 12 hours for drying after application, before beginning concrete placement or other construction activities. 3.4 Post signs in the areas of application warning workers that soil poisoning has been applied. Remove signs when areas are covered by other construction. 3.5 Re -apply soil treatment solution to areas disturbed by subsequent excavation or other construction activities following application. A v A l(i Finish Schedule Hj_ NAME A_2-A-2 ORONUMBER FLOOR MATERIAL WALL BASE MATERIAL WALL MATERIAL CEILING MATERIAL A SEALED 1 NONE A UNFINISHED 1 ACOUSTICAL CONCRETE CMU OR GYP LAY -IN TILE B VCT TILE 2 VINYL B ENAMEL PAINTED 2 PAINTED GYPSUM BOARD GYPSUM BOARD C CERAMIC TILE 3 CERAMIC C ENAMEL PAINTED 3 NONE CONIC. BLOCK a � C N\ 19 II 1.9 \ C-4 N REFER TO BUILDING D DRAWINGS FOR ALL INFORMATION PERTAINING, TO THE ADJACENT `4 BUILDING w --- o - r ' -o\\ 1- "5° T3 T2 ASIM. T-14 16-5 /2'-8"/ t'-8" 8'-6" t'-8" t'-6/-10"/ 10'-81, '-10'/ T-D T-C T-B T-A 2 Non Rated Framed Wall Scale 1 1/2"=1'4' RE: FLOOR PLAN FOR LOCATIONS 3 Masonry Wall Scale 1 1/2"=1'-0" RE: FLOOR PLAN FOR LOCATIONS RE: STRUCTURAL FOR COMPLETE FRAMING INFORMATION CONTINUOUS TRACK AT TOP OF WALL MTL STUD FRAMING 60OS200-43 @ 16" OC R-19 BATT INSULATION GYP BOARD & FRAMING ALL THE WAY TO THE UNDERSIDE OF THE ROOF STRUCTURE ABOVE. CONTINUOUS STUD TRACK 60OT200-43 CONCR. FLOOR SLAB RE: STRUCTURAL. 8" MASONRY WALL RE: STRUCTURAL CEILING AND INTERIOR FINISH TO BE PROVIDED AS PART OF FUTURE TENANT INTERIOR BUILD OUT EXTERIOR FINISH RE: ELEVATIONS COREFILL 500 FOAM INSULATION IN ALL MASONRY CELLS NOT REQUIRED BY STRUCT TO BE GROUT OR CONCRETE FILLED. RE: SIDEWALK PLAN FOR ALL SIDEWALK INFORMATION CONCR. FLOOR SLAB RE: STRUCTURAL MASONRY WALL. - RE: STRUCT. GROUT FILL ALL - MASONRY CELLS BELOW GRADE ADHESIVE, SELF HEALING, WATER PROOF BARRIER, SEAL TOP OF BARRIER TO BUILDING Wl "PEEL & STICK" MEMBRANE, 3/4" WATERPROOF - PROTECTIVE BOARD OVER BARRIER FROM 6" ABOVE GRADE DOWN TO TOP OF FOOTING. PROVIDE MASONRY VENEER ATTACHED TO CMU WALL W/ TIES. FLOOm OLMD m r-Ar. JOINT. RE: STRUCT, FOUNDATION. RE: STRUCT. o WATER PROOF BARRIER & PROTECTIVE BOARD. SEE NOTES ABOVE MASONRY WALL. - RE: STRUCT. GROUT FILL ALL MASONRY CELLS BELOW GRADE ADHESIVE, SELF -� HEALING, WATER PROOF BARRIER. SEAL TOP OF BARRIER TO BUILDING W/ "PEEL & STICK" MEMBRANE. 3..4"'NATER PROOF -- PROTECTIVE BOARD OVER BARRIER FROM 6" ABOVE ---- GRADE DOWN TO TOP OF FOOTING. PROVIDE MASONRY VENEER ATTACHED TO CMU WALL Wi TIES. FLOOR JLHD VVI r-Ar. JOINT. RE. STRUCT. FOUNDATION, RE: STRUCT, WATER PROOF BARRIER & PROTECTIVE BOARD. SEE NOTES ABOVE S CONT. FLASHING. EXTEND MIN 8" UP BEHIND STUCCO. SEAL TOP OF FLASHING TO BUILDING WI "PEEL & STICK" MEMBRANE. STUCCO TERMINATED ON TOP OF SILL W/ FRY REGLET JDM-625 (1/2" GAP). CONT. BACKER ROD & SEALANT. �- SILL PIECE. RE: ELEVATIONS PROVIDE OPEN HEAD JOINT WEEPS @ 24" OC OR TUBE WEEPS @ 16" OC. (114" MIN DIA.) I ADHESIVE, SELF HEALING, WATER PROOF BARRIER. SEAL TOP OF BARRIER TO BUILDING W/ "PEEL & STICK" MEMBRANE. STONE VENEER. ATTACHED TO BUILDING W/ STUCCO OVER WATER PROOF BARRIER. i CONT. FLASHING. EXTEND MIN. 8" UP BEHIND WATER PROOF BARRIER. WEEP HOLES. SEE NOTE ABOVE. CONCRETE SIDEWALK STUCCO OVER EXPOSED FACE xossik Rd "EZFLOW' GEOTEXTILE BARRIER AROUND FILL CONT. FLASHING. EXTEND MIN. 8" UP BEHIND WATER PROOF BARRIER. WEEP HOLES. SEE NOTE ABOVE. CONT. FLASHING. MIN. 8" DOWN OVER PROTECTIVE BOARD "EZFLOW" GEOTEXTILE BARRIER AROUND DRAIN. FRENCH DRAIN (8" MIN DIA). RE: SIDEWALK PLAN FOR ROUTING 4 Breezeway Wall Detail Scale 1 1/2"=V-0" FLASHING. EXTEND MIN 8" UP BEHIND jCONT. STUCCO. SEAL TOP OF FLASHING TO BUILDING W1 "PEEL & STICK" MEMBRANE. ------ - STUCCO TERMINATED ON TOP OF SILL W/ FRY REGLET JDM-625 (1/2" GAP). CONT. 1 BACKER ROD & SEALANT. SILL PIECE. RE: ELEVATIONS PROVIDE OPEN HEAD JOINT WEEPS @ 24" OC \ OR TUBE WEEPS @ 16" OC. (1/4" MIN DIA.) ADHESIVE, SELF HEALING, WATER PROOF BARRIER. SEAL TOP OF BARRIER TO BUILDING W/ "PEEL & STICK" MEMBRANE. �- STONE VENEER. ATTACHED TO BUILDING W/ STUCCO OVER WATER PROOF BARRIER. CONT. FLASHING. EXTEND MIN. 8" UP BEHIND WATER PROOF BARRIER. �- WEEP HOLES. SEE NOTE ABOVE. GRAVEL LOOSE FILL -o RE- CIVIL CIVIL FOR .r ---- STUCCO OVER ALL LANDSCAPE EXPOSED FACE INFORMATION - "EZFLOW' GEOTEXTILE BARRIER AROUND FILL. CONT, FLASHING. EXTEND MIN. 8" UP BEHIND WATER PROOF BARRIER. WEEP HOLES. SEE NOTE ABOVE. CONT. FLASHING. MIN. 8" DOWN OVER / PROTECTIVE BOARD f "EZFLOW" GEOTEXTILE BARRIER AROUND DRAIN. FRENCH DRAIN (8" MIN DIA). RE: SIDEWALK PLAN FOR ROUTING 5Breezewa Wall Detail Scale 1 1/2"=1'-0" eN N ® � O L V1 a d -- 00 rZ ❑ cod w w 1 c >o . r..� o Q o U �1_ N C-1 CD U U W O 0 ICU o C:00 U�m .� U C Al M J 0 w W LL (0 _ LL 0 > L U) U t k C O E ! L� I N c LL- ICU V :DCn w 2 z 0 0 �-Y �, O U 0 - cn a cn O LU 0 mYNa- LU LL o_ cn M 7 n o' v LU M a< Q w j J w w U I Cn n Z w CO afZ 0 z w w o Z o z ui O U LU LU w 2 m > w O M R' W U F D' D_ z w w J Z Q Q UJ 0- M OI wl LLI ~I O O CV O O aU) OI OI CD I I I I MOOM J O o 0 0 o O w O O O O O O N N N N (V N Of 0 Z M UcD w O O N a m O CV N w a 0 Z v 0 � I w U w U 1 RE: BUILDING B DRAWINGS FOR INFORMATION ON ADJACENT BUILDING ROOF SYSTEM EXPANSION TYPE PARA CAP ALONG THIS ENTIR 'MALL TO BE CONNEC'I ADJACENT BLDG TO AL FOR EXPAC• SiON. RE: E F C-6 REAR LEFT FN' RIGHT FRONT 1 Retail C Roof Plan Scale 1/8"=1'-0" SC-B C-A.6 C-A.4 C-A.2C-A.1 C-AC-DO F ASPHALT ARCHED ROOF. LINE INDICATES SHINGLES ON ALL RE: ELEVATIONS CHANGE IN ROOF PITCHED ROOFS. SLOPE. RE: ARCHED GUTTER. SECTIONS e O RE: ELEVATIONS OC B CA) C-D C-C.1 C-C C-6.8 C-B.7 C-B.6 C-B.5 C-B.3 C-B.2 C-B C-A.9 C-A 0 o O O ASPHALT SHINGLES ON ALL PITCHED ROOFS. NO GUTTER OR DOWNSPOUTS ON TOWER ROOF e CC-3) RE: BUILDING D DRAWINGS FOR INFORMATION ON ADJACENT BUILDING ROOF SYSTEM 1-1 1. ALL GUTTERS ALONG THE FRONT PITCHED AREA (AREAS A, B, & C) TO BE 5" X 5" 2. ALL DOWNSPOUTS THAT SERVE AREAS A, B, & C TO BE 3" DIA. 3. ALL PRIMARY SCUPPERS AND OVERFLOW SCUPPERS TO BE 8" X 16" MIN. 4. ALL DOWNSPOUTS THAT DRAIN ONTO AREA E TO BE 6" X 6" 5. ALL DOWNSPOUTS THAT DRAIN AREA E TO BE 8" X 8" MIN. 6. ALL DOWNSPOUTS THAT DRAIN AREAS A, B, C OR E TO BE TIED DIRECTLY INTO THE SITE STORM DRAINAGE SYSTEM UNDERGROUND. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF STORM LINES. 7. ALL ELEMENTS OF THE ROOF DRAINAGE SYSTEM HAVE BEEN SIZED TO COMPLY WITH CHAPTER 1106 OF THE PLUMBING SECTION OF THE FBC. v (31 i W C O 0_ O L._ ( V m a) C: CO .L co CoCn C: U co -0 LL 'V LL w co �I z �� N E N w L1-�u� J c_i O E E O E CAS LL a_ Lij Z xf - U . �Y >1 o � O 70U)s�� _cnaCn; L O 0 0a)M Y IL w Of 0 N = Cn Cn z > CO W O J _ OS 1 z ` W J LLI L. CO w z Cn Co � z O � a z U) w w O p OU w m � wLu O Cn r w U � Z Ir z o z z z m m O w tu Fw _l N O O N O O w m psi U-) C6 m m w< mI 00I mI mI mI wI o O O O o 0 J CZ) O O O O O fifN N N N [V N 2' z m o ; A o C)cM0 N Z w - a Lu oN w o Q �. U � 2 o a O U Al 05 r" 4 TO STOREFRONT 10'-0" AFF REFER TO CIVIL FOR EXACT ELEVATIONS GUARDRAIL, RE: A101-6 REFER TO CIVIL FOR EXACT ELEVATIONS 1 Front (West) Elevation - Building C L Scale 1/8"=V-0" VV1� 11 1wl \I II VIV W%A%,IV11 Scale 118"=V-V STORE ADDRESS #, 6" WHITE LETTERS BY LANDLORD'S G.C. C6 0 Q FRONT BOLLARD, RE: DETAIL ---- (2) 8'-0" BANNER TRACKS AT' MASONRY CONTROL JOINTS T AFF. CENTER ON WALL HIDDEN BEHIND PILASTERS BETWEEN (2) PIERS - @ 26'-0" O.C. MAX ACTUAL & PAINTED GUARDRAIL, RE: A101-6 I MATERIAL SCHEDULE MARK MATERIAL REMARKS O STUCCO FINISH SYSTEM MEDIUM KNOCK DOWN, PAINTED, COLOR TO BE SELECTED BY OWNER 0 PRECAST WATER TABLE CULTURED STONE - PATTERN/COLOR PER OWNER O3 STONE VENEER CULTURED STONE - PATTERN/COLOR PER OWNER O4 E.I.F.S. APPLIED TRIM RE: A502 O5 E.I.F.S. COPING TRIM RE: DETAIL SHEETS ON A502 OPREFINISHED ALUMN. METAL COPING CAP W.P. HICKMAN CO., INC. STD COLOR AS SELECTED BY OWNER ODOWNSPOUT & SCUPPER SYSTEM PREFINISHED ALUMN FINISH -COLOR PER OWNER, RE: A502-11/12 O DECORATIVE LIGHT RE: ELECTRICAL PLANS O9 REAR DOOR LIGHT RE: ELECTRICAL PLANS 10 MASONRY CONTROL RE: A502-9 JOINT 11 CHANNEL SCREED RE: A502-8 12 FRT PLYWOOD REPLACE DENS GLASS SHEATHING WITH PLYWOOD BEHIND ALL SIGN AREAS. MIN SIZE 6-0" X 25'-0" OCLEAR 13 ANODIZED ALUMI. RE: A601 STOREFRONT SYSTEM 14 ASPHALT SHINGLE MANUFR, STYLE AND COLOR AS APPROVED BY OWNER 15 TENANT SIGNAGE BY TENANT 16 RESIDENTIAL STYLE RE: SECTIONS DORMER 17 BRACKET 8" HIGH X 6" WIDE X 1" THICK EIFS TRIM PIECE 18 FABRIC AWNING G.C. TO PROVIDE SIGNED & SEALED SHOP DRAWINGS 19 ELECTRICAL SERVICE RE: ELECTRICAL PLANS 20 PREFINISH ALUMN. RE: A502-4 GUTTER 21 SPANDREL WINDOW RE: A501 22 OVERFLOW SCUPPER RE: A502-10 23 SHUTTER BY EDON CORP. MODEL ELP-7 PAIR SEE NOTE 1 NOTE: 1. AT EACH LOCATION (3 TOTAL), PROVIDE A PAIR OF EDON FIBERGLASS SHUTTERS. 5'-7 Y2"X2'-2 %"-0" LOUVERED. PROVIDE MANUFACTURER'S ATTACHMENT DETAILS FOR APPROVAL. f - PRE -FINISHED RED BAND TO MATCH RED RIBBED METAL 34" GO II — PREFABRICATED II CONCRETE BOLLARD. 4 WAUSAU TILE BOLLARD# II II TF608612" 0 x 42" MISTY N II II GRAY EXPOSED (A2) "' II II - AGGREGATE FINISH. 3" SCHEDULE 40 PIPE II (SUPPLIED BY GC) II cq COMPRESSIBLE II II JT. FILLER NEW RAMP I� I I LEAN CONCRETE = OR FLOWABLE Q BACKFILL - -= A AS REQUIRED PER MFG.& LOCAL a Q- SITE CONDITIONS GRAVEL BASE Front Bollard Detail SCALE: NTS STAPLES PROTOTYPE DETAIL A6-5 N FILL W/CONC. ROUND TOP AS INDICATED - STD. (SCH. 40) STEEL 8"0 BOLLARD PAINTED SAFETY YELLOW vi 4� z - CONCRETE FILL AT ALL EXTERIOR - STEEL BOLLARD LOCATIONS I � - LEAN CONCRETE OR ? I FLOWABLE BACKFILL z Ir J_ I +' q q o — GRAVEL BASE Rear Bollard Detail SCALE: NTS STAPLES PROTOTYPE DETAIL A6-6 EXTERIOR FINISH NOTES 1) ALL EXTERIOR METALS (DOORS, FRAMES, DOWNSPOUTS, BOLLARDS, ETC.) SHALL BE PAINTED AS FOLLOWS: - ONE COAT PRIMER (TYPE -EE") - TWO COATS HIGH GLOSS ALKYD ENAMEL PAINT SAFSDF 2) ALL EXTERIOR MASONRY AND STUCCO SHALL BE PAINTED AS FOLLOWS: - ONE COAT PRIMER (TYPE "JJj - TWO COATS HIGH GLOSS ALKYD ENAMEL PAINT EXTERIOR PRIMERS PLAN MATERIAL/ KEY DESCRIPTION MFR. CAT. NO. COLOR REMARKS ❑KEM EE KROMIK UNIVERSAL SHERWIN W/ FINISH METAL PRIMER WILLIAMS 854WZ1 WHITEUSE & E4 JJ LOXON BLOCK SEALER SHERWIN A24W200 WHITE USE W/ FINISH E3 , WILLIAMS SW2133 E5 & E8 N U W O 0 rLn V CU oD c .i. �M C Q_"DJ 0 wEm cc m L- z L� w J cM HCU fA U Cn 0 E E 0 U L i a) co N� Cu Cn w U 0 £ -E 3 U 0 0 G. N mYNa a w ;> H QD m z � ma � Q a wm Wu w m z z z zR z CO co U � w f- cV) o z 3 DI 38 w �j iY I w ~I a z w z Q w �I NI �I NI �I �I CD CD 40 C0I C0I 001 001 uj J W N N N N N N I� Z u o) Cn co w O N O 3 �. �- V Lu p A201 JOIST BEARING 19'4' AFF TO FLR SLAB 0'-0" AFF L--_J 4 Building Section Scale 1/8"=V-0" / C-6 ' / V-6" 101. 3' 8" SELF-SEALING SHINGLES OVER "ICE & WATER SHIELD" FELT OVER 5/8" FRT PLYWOOD PREFIN ALUM. GUTTER TIED INTO DOWNSPOUT HIDDEN IN COLUMN BEYOND. ALL DOWNSPOUTS TO BE TIED DIRECTLY INTO SITE STORM DRAINAGE SYSTEM UNDERGROUND. TO FRAMING 29'-4" AFF RE: A502-1 FOR ROOF EAVE DETAIL LIGHT GAUGE FRAMING. / - -- - - RE:STRUCTURAL 3/4" STUCCO OVER 5/8" - DENSGLASS SHEATHING TRUSS BEARING 22'-8" AFF JOIST BEARING 19'4' AFF - REPLACE DENS GLASS WITH FRT PLYWOOD FOR 6' X 25' AREA BEHIND FUTURE SIGN. RE: ELEVATIONS. STAPLES SIGN, BY TENANT STUCCO OVER SHEATHING B 0 BEAM 11' 6" AFF i, B 0 CLNG FRAMING 1 V-0" AFF B 0 SOFFIT FRAMING 10'-0" AFF CANVAS AWNING OVER ALUM. FRAME. G.C. TO PROVIDE SIGNED & SEALED SHOP DWGS FROM A FL. REGISTERED ENGINEER TO THE ARCHITECT FOR REVIEW & AS NEEDED FOR PERMITTING DRIP SCREED. FRY REGLET, DS-75-75 TO FLR SLAB 0'-0" AFF 1 Front Wall Section Scale 1/2"=1'-0" L--J L--J L--_J /C-4.9 ' / 6'-4' 4, I RE: A502-2 FOR ROOF RIDGE DETAIL 12 � � 12 18 18 SHINGLES. SEE NOTE AT LEFT i RE: A501-3 FOR ROOF TERMINATION DETAIL RE: A501-3 FOR TYP PARAPET WALL DETAIL A BACK OF PARAPET WALL BEYOND PROVIDE TWO 6" X 24" LOUVERED VENTS Wi BIRD SCREENS. (NOT SHOWN IN THIS SECTION. RE: ELEVATIONS FOR LOCATIONS. REFER TO ROOF PLAN FOR ROOF MEMBRANE INFORMATION 1/4" PER FT MIN SLOPE 10'-2" AFF TO STOREFRONT FRAMED OPENING `�' 4VIV 1 IIVUVUJ VCILIIWIJ VCItl l I I I I STUCCO OVER SHEATHING I I EIFS TRIM BEYOND I I � I - STUCCO FINISH ON COLUMNS AND - I PILASTERS BEYOND, I f I I I i t STEEL COLUMN. RE: STRUCTURAL f BASE CURB, STONE WAINSCOT, AND I SILL PIECE BEYOND. I I SIDEWALK. SLOPE AWAY FROM I BUILDING 1% MIN - 2% MAX. RE: -- - - L — — — — — STRUCTURAL. EXTEND AS NEEDED _ _ _ _ _ I I �— — — r � FOR PILASTERS AND BASE CURBS. r I I I ' I L------------ J L------------ J ROOF FRAMING, RE: STRUCTURAL 5/8" GYP BOARD SHEATHING ON INSIDE OF ALL EXTERIOR FRAMED WALLS, EXTEND SHEATHING TO UNDERSIDE OF ROOF STRUCTURE ABOVE LIGHT GAUGE FRAMING. RE: STRUCTURAL. ALL EXTERIOR FRAMED WALLS TO BE FILLED WITH R19 BATT INSULATION. (NOT SHOWN FOR CLAR!TY). ALL GLAZING TO RECEIVE 3M SECURITY FILM PER STAPLES SPECIFICATION. STEEL BEAM. RE: STRUCTURAL TRANSOM WINDOW ABOVE DOOR. RE. WINDOW SCHEDULE & DETAILS AUTOMATIC DOOR. RE: DOOR SCHEDULE & DETAILS PROVIDE 1/2" EXP. JOINT BETWEEN SIDEWALKS & BASE CURBS PROVIDE 112" EXP. JOINT BETWEEN BASE CURBS & FLOOR SLAB CONCRETE FLOOR SLAB. PROVIDE EXPANSION JOINT BETWEEN SLAB & SIDEWALK. RE: STRUCTURAL. STRUCTURAL. EXTEND AS NEEDED FOR PILASTERS AND BASE CURBS. / /C-1.1 /C C-2 I ' I 0.5 ' I I I I I I TO MASONRY 20'-0" AFF _ -_ --- -- - ` - - _-- - __ JOIST BEARING 1 '-6" AFF II II o� a po8 II II Uoo LIB I I 1E r Cn �ze�cn w Z U II Iui o �oZ- li I I U) TO FLR SLAB JL 0'0"AFF 2 Rear Wall Section Scale 1/2"=1'4' PREFIN ALUM. PARAPET CAP. RE: A501-1 - TO MASONRY RE: A501 1 FOR TYP PARAPET WALL DETAIL - i 20'-0" AFF I 0 REFER TO ROCF PLAN = � FOR ROOF MEMBRANE I 12" X 4-112" EIFS TRIM INFORMATION - 1/4" / FT MIN SLOPE STRUCTURALSTEEL, RE: STRUCTURAL 0-0.5 PREFIN ALUM. PARAPET CAP. RE: A501-1. SIM RE: A501-1 FOR TYP , PARAPET ,HALL DETAIL AIL ' REFER I 0 ROOF PLAN FOR ROOF MEMBRANE INFORMATION I 1/4" / FT MIN SLOPE JOIST BEARING -- -- 16-0" AFF - EIFS TRIM. RE: A502-6 MASONRY WALL. RE: STRUCTURAL x PROVIDE CORE FILL 500 FOAM INSULATION IN ALL MASONRY CELLS NOT REQUIRED BY STRUCTURAL TO BE FILLED WITH GROUT OR MORTAR. (NOT SHOWN FOR CLARITY). STRUCTURAL STEEL, RE: STRUCTURAL MASONRY WALL. RE: STRUCTURAL ALL FINISHES ON THE ALL FINISHES ON THE I INTERIOR SIDE OF THE INTERIOR SIDE OF THE MASONRY WALLS TO BE MASONRY WALLS TO BE PROVIDED AS PART OF PROVIDED AS PART OF THE FUTURE TENANT - LIGHT GAUGE FRAMING. THE FUTURE TENANT BUILD OUT. RE: STRUCTURAL. BUILD OUT. CONT. EXPANSION 3/4" STUCCO OVER 5/8" CONT. EXPANSION JOINT BETWEEN FLOOR SLAB & WALL. RE: DENS GLASS SHEATHING JOINT BETWEEN _ FLOOR SLAB & WALL. RE: STRUCTURAL STONE SILL STRUCTURAL CONCRETE SLAB I CULTURED STONE -' �`' I`� CONCRETE SLAB 0 GRADE W/ VAPOR BARRIER RE: STRUCTURAL VENEER OVER FRT ON GRADE W/ i f PLYWOOD SHEATHING .. , _ - VAPOR BARRIER RE'STRUCTURAL SLOPE SIDEWALK AWAY FROM CONT FOOTING BUILDING 1% MIN - 2% MAX CONT FOOTING RE: STRUCTURAL I RE:STRUCTURAL _-----_ 1 TO FLR SLAB _---_—_-- 0'-0" AFF 1 CONT. EXPANSION JOINT BETWEEN RIBBON CURB & SIDEWALK AND BETWEEN Rear Wall Section RIBBON CURB & WALL 3Scale 1/2"=1'-0" T 0 h1ASONRY 20'-0" AFF JOIST BEARING 15-8" AFF PREFIN. ALUM SCUPPER BOX BEYOND. RE: A502 PREFIN. ALUM DOWNSPOUT BEYOND. RE: ROOF PLAN FOR LOCATIONS AND SIZES. EIFS TRIM. RE: A502-6 PROVIDE CORE FILL 500 FOAM INSULATION IN ALL MASONRY CELLS NOT REQUIRED BY STRUCTURAL TO BE FILLED WITH GROUT OR MORTAR. (NOT SHOWN FOR CLARITY). STUCCO FINISH ALL DOWNSPOUTS TO BE TIED DIRECTLY INTO SITE STORM DRAINAGE SYSTEM UNDERGROUND. RE: ROOF PLAN. BENT METAL PLATE STORM LEADER GUARD, RE: DETAIL CONT. EXPANSION JOINT BETWEEN SIDEWALK & WALL SLOPE SIDEWALK AWAY FROM BUILDING 1% MIN - 2% MAX TO FLR SLAB 0'-0" AFF O � 0 o 0 r•l U 4-1 W x _ O Cd 0 vvvw , • r� o > >o ¢ o °' 0�8 �4_4 U U U W O 0 V CC c °D C L U m O Al J W CuLL -0 m E� (aLL a a a) CD co �HU) U U) 0 E ! E � I q m N 2 -j � U)LL 0 J uS o 0 w z �Y ), 0 w o mYN0- = VJ a C ar �; z > M c 1 QI z L s I w wU- i ;:r**,v Cn E 2 co 0 N (V W o A302 V-2" WIDE X 10'-61/2" LONG X 15.25" DEEP CONCRETE PIT FOR FUTURE 8'x10; SCISSOR LIFT TO BE PROVIDED 6 A303 Part Plan at Receiving Door & Scissor Pit Scale 1/4"=V-W ONE 3" CONDUIT AND ONE Y2" CONDUIT RUN FROM 24"AFF TO 6" BEYOND FACE OF PIT WALL AT BOTTOM OF PIT. BOTH CONDUITS SHALL HAVE A MIN. RADIUS OF 15" AT INTERIOR, EXTEND KNEE WALL PAST CMU OPENING TO OUTSIDE FACE OF PIT WALL 11-6" 10" J 3"X371 /4" STEEL ANGLE EMBEDDED IN CONCRETE PAINT E4 ALIGN a _ d o. G d d d d_ • - d - z CD RE: STRUCTURAL FOR ATTACHMENT INFORMATION 4 Edge Detail N.T.S. 3'4r VW ARCHED GUTTER BEYOND - ARCHED ROOF BEYOND i SELF-SEALING SHINGLES OVER 30# FELT OVER 5/8" FRT PLYWOOD PREFIN ALUM. GUTTER TIED INTO DOWNSPOUT HIDDEN IN� COLUMN BEYOND. ALL DOWNSPOUTS TO BE TIED DIRECTLY INTO SITE STORM ' DRAINAGE SYSTEM j 5 UNDERGROUND. 12 TRUSS BEARING 22'-8" AFF I II RE: A502-1 FOR ROOF EAVE DETAIL 3/4" STUCCO OVER 5/8" DENSGLASS SHEATHING JOIST BEARING I I I 19-4" AFF j 6" X 1" EIFS BAND AROUND ENTIRE WINDOW SPANDRIL WINDOW. RE: - SCHEDULE AND DETAILS 6" X 1" EIFS BAND AROUND ENTIRE WINDOW STUCCO OVER SHEATHING 0 BEAM 1 V-6" AFF i, B 0 CLNG FRAMING 1 V-0" AFF B 0 SOFFIT FRAMING 10'-0" AFF CANVAS AWNING OVER ALUM. FRAME. —/ G.C. TO PROVIDE SIGNED & SEALED SHOP DWGS FROM A FL. REGISTERED ENGINEER TO THE ARCHITECT FOR REVIEW & AS NEEDED FOR PERMITTING DRIP SCREED, FRY REGLET, DS-75-75 TO FLR SLAB 0'-W AFF 1 Front Wall Section Scale 1/2"=V-0" RE: A502-2 FOR ROOF RIDGE DETAIL 12 18 r - - -- -- - -- ---- ---41 - �� ELEVATION NOTES �1 TOP OF FLOOR SLAB=112.00' i TOP OF CONCRETE SLAB IN LOADING AREA JUST OUTSIDE OF KNEE WALL = 111.1T TOP OF KNEE WALL =114.6T 5 Scissor Lift Pit Isometric Scale 114"=V-0" T-2" 6'-" Y-F 10" V-6" 12 18 RE: A502-2 FOR ROOF RIDGE DETAIL I I I I \ I I I I I I I I I �I I �I I I I I LIGHT GAUGE TRUSSES. RE: STRUCTURAL. I I -- - - - - - - - - - - I-------------- ROOF FRAMING. RE: STRUCTURAL - B 0 BEAM 10'-2" AFF TO STOREFRONT FRAMED OPENING 10'-0" AFF CONTINUE ROOF INSULATION UNDER TRUSS TO EXTERIOR WALL ROOF FRAMING. RE: STRUCTURAL — 5/8" GYP BOARD ON INSIDE OF ALL EXTERIOR FRAMED WALLS. EXTEND TO UNDERSIDE OF ROOF STRUCTURE ABOVE LIGHT GAUGE FRAMING. RE: STRUCTURAL. ALL EXTERIOR FRAMED WALLS TO BE FILLED WITH R19 BATT INSULATION. (NOT SHOWN FOR CLARITY). ALL GLAZING TO RECEIVE 3M SECURITY FILM PER STAPLES SPECIFICATION. STEEL BEAM. RE: STRUCTURAL WINDOW. RE: SCHEDULE & DETAILS GYP BOARD LIGHT GAUGE FRAMING. RE:STRUCTURAL PROVIDE 1/2" EXP. JOINT BETWEEN BASE CURBS & FLOOR SLAB AND BASE CURB, STONE WAINSCOT, AND I BETWEEN BASE CURBS & SIDEWALKS. SILL PIECE BEYOND. II I I CONCRETE FLOOR SLAB. PROVIDE SIDEWALK. SLOPE AWAY FROM I EXPANSION JOINT BETWEEN SLAB & BUILDING 1% MIN - 2% MAX. RE: I SIDEWALK. RE: STRUCTURAL. SIDEWALK PLAN. I COLUMN FOOTING BEYOND. RE: I COLUMN FOOTING BEYOND. RE: -I- — — L —L — — — — — STRUCTURAL. EXTEND AS NEEDED — — — — — — STRUCTURAL. EXTEND AS NEEDED r FOR PILASTERS AND BASE CURBS. r FOR PILASTERS AND BASE CURBS. I I I L------------J L------------J - LIGHT GAUGE TRUSSES. RE: STRUCTURAL. STEEL BEAM. RE: STRUCTURAL L1 GAUGE FRAMING. RE: LIGHT G UG STRUCTURAL. STEEL BEAM. RE: STRUCTURAL LIGHT GAUGE FRAMING. RE: STRUCTURAL. Q CEILING CANOPY ACCESS HATCH, / RE: A501-5 STUCCO SOFFIT BEYOND I CONTINUOUS CEILING VENT I STUCCO OVER SHEATHING I I EIFS TRIM BEYOND I STUCCO FINISH ON COLUMNS AND PILASTERS BEYOND. I STUCCO OVER SHEATHING I STEEL COLUMN. RE: STRUCTURAL ALUM GUTTER TO ALUM DOWNSPOUT BEYOND. SPILL DOWNSPOUT TO SPLASHBLOCK ON \ ROOF BELOW. 5� 12 I� II I II 1/4" PER FT MIN SLOPE I I REFER TO ROOF PLAN FOR ROOF MEMBRANE INFORMATION CONT. SEALANT — EXISTING SHELTER Ir - i i i i i DOCK BUMPER — � a i VINYL DOCK SHELTER CURTAIN i i i 6 Rec. Door Jamb Scale 1"=1'-W 4" 8" CMU - RE: STRUCTURAL FOR ALL INFORMATION REGARDING CMU WALL JAMBS & HEAD MASONRY ANCHORS 24" O.C. i JAMB 12" O.C. Q HEAD MIN. DOOR TRACK WELDED TO PLATE RECEIVING DOOR AND TRACK 3/8" BENT PLATE W/ FRAME ANCHORS @ JAMB W/ 3/4" J-BOLT @ 24" O.C. PAINTED 3"x3"x114" ANGLE, RE: STRUCTURAL ADJACENT B I UtLD NG ROOF FRAMING ADJACENT BUILDING - MASONRY WALL. COORDINATE ALL WORK WITH ADJACENT BUILDING CONTRACTOR. REFER TO BLDG B DRAWINGS FOR COMPLETE INFORMATION REGARDING THE BLDG B WALL. ADJACENT BUILDING SLAB �J /STRUCTURAL STEEL, RE:STRUCTURAL MASONRY WALL. RE:STRUCTURAL PROVIDE CORE FILL 500 FOAM INSULATION IN ALL MASONRY CELLS NOT REQUIRED BY STRUCTURAL TO BE FILLED WITH GROUT OR MORTAR. (NOT SHOWN FOR CLARITY&: ALL FINISHES ON THE INTERIOR SIDE OF THE MASONRY WALLS TO BE PROVIDED AS PART OF THE FUTURE TENANT BUILD OUT. CONT. EXPANSION JOINT BETWEEN FLOOR SLAB & WALL. RE: STRUCTURAL CONCRETE SLAB ON GRADE W/ VAPOR BARRIER RE:STRUCTURAL CONT FOOTING RE:STRUCTURAL T 0 FLR SLAB 0'-0. AFF RE: STRUCTURAL DRAWINGS FOR INFORMATION REGARDING THE CMU WALL, HEAD & JAMBS RECEIVING DOOR AS SCHEDULED DOCK SHELTER MOLDED BUMPER (TYP.) (2 TOTAL) DOCK SHELTER PROTECTIVE 1'-9" 8'-0" STEEL BUMPER AND BRACKET (2 TOTAL) TOP OF KNEE WALL OIL 2'-8- AFF FIN. FLR. ob 0'-0" AFF TOP OF CONCR. —' SLAB IN F LOADING AREA 0'-10" BFF SCISSOR LIFT PIT BEYOND 7Rec. Door Elevation Scale 1l4"=1'-W A" o� U C C O Q 0 /2 V u, c //00 .v�M� c ^L♦ W'a V w U m r (m .p- 0) L > w cf) U) U 0 E E O U L �o Q� tM N� ♦� J Cu 1: �Y v 0 �oQ�'' m Y N (L a w VJ w U w ) x ca z z a; § 0° o� d� w w'�'' w W z Cl) z z ca z 0 r- w o 8 Fn w F mm W 8 x r a LU zd Cn z Z w o 3 Lu w rI ~I �I 40 NI CD �I CNI w 0% L6 � 009 mi ,d " 01i o� 01 0 0 0 w N N N N N N � Z rn ci W 0 w a N C � U W U i CD A303 'm� n III f>Rf+�l�!' �1 !'1It��lll��l�� ll�'AR�■I��■w■�1�111D'��r�r SELF-SEALING ASHPALT - SHINGLES OVER 30# FELT OVER 518" FIRE -RETARDANT PLYWOOD SCREW (4/PANEL) - TAPE SEALANT CONT. DRIP FLASHING SEE GUTTER DETAIL THIS SHEET FOR MORE INFO SCREW ATTACHMENT @ 18" O.C. - P.T. 2X WOOD NAILER - PRE ENGINEERED TRUSS - RE: STRUCTURAL STUCCO OVER --- DENSGLASS SHEATHING 3" VENTED DRIP SCREED FRY DS-75-V-300 1 Eave Detail Scale 3"=l'-W 5 Underlayment Detail Scale 1/2"-1'-0" C ROOF TRUSS SYSTEM SCREW (3/PANEL) - RE: STRUCTURAL NOTE: ALL FLASHINGS TO BE CORROSION RESISTANT MTL. W/ 4" MIN_ OVERLAP 2 Ridge / Hip Detail Scale 3"=VI BUILDING WALL. SHEATHING OVER FRAMING SHOWN. SOME LOCATIONS WILL HAVE CMU. RE: SECTIONS STUCCO FINISH SLOPE TOP 1" PER FT MIN - EIFS TRIM PROFILE 1" 1" 2" 1 DIMENSION IS FROM OUTSIDE FACE OF FINISH TO -- OUTSIDE FACE OF EIFS. IN AREAS WHERE STONE VENEER IS USED, INCREASE WIDTH OF EIFS AS NEEDED TO PROVIDE SAME DIMENSION FROM OUTSIDE FACE. 6Scale EIFS Profile 3"=l'-0" - STUCCO OVER DENSGLASS SHEATHING. CHANGE DENSGLASS TO FRT PLYWOOD i BEHIND THE FLASHING CONT CASING BEAD BETWEEN J-MOLD AND FLASHING CONT. COUNTER FLASHING TYPE "B" ATTACH 17 O.C. CONT TYPE "A" FLASHING CONT 2X P.T. NAILER FM CONT HEN (FILL WI BUM) CONT 2X4 NAILER SELF-SEALING ASHPALT SHINGLES OVER 30# FELT UNDERLAYMENT - %" FRT PLYWOOD SHEATHING _ - - WALL r ROOF TRUSS RE: STRUCTURAL NOTE: ALL FLASHINGS TO BE CORROSION RESISTANT MTL. �W/ 4" MIN. OVERLAP 3 Wall Abutment Detail Scale 3"1 BUILDING WALL. SHEATHING OVER FRAMING SHOWN. SOME LOCATIONS WILL HAVE CMU. RE: SECTIONS STUCCO FINISH -- SLOPE TOP 1" PER FT MIN y- EIFS TRIM PROFILE - 1 2" 4" 6" 1 DIMENSION IS FROM OUTSIDE FACE OF FINISH TO OUTSIDE FACE OF EIFS. IN AREAS WHERE STONE VENEER IS USED, INCREASE WIDTH OF EIFS AS NEEDED TO PROVIDE SAME DIMENSION FROM OUTSIDE FACE. 7Scale EIFS Profile 3"=l'-0" � o I 8" REINF. SMOOTH FACED CMU WALL TO I I �I __ I I I 1/4" HEX BOLTS @ 12" O.C. (TYP.) �N 3/8" CONTINUOUS BENT _ PLATE (PAINT TO MATCH 21" 4 1 WALL) STUCCO FINISH 4" MTL. FLASHING PREFINISHED ALUMINUM SCUPPER BOX SECURED BLDG W/ STRAP ANCHORS SCUPPER COLLAR BEYOND PREFINISHED ALUMINUM RAIN LEADER. RE: ROOF PLAN FOR SIZING. 2" PREFINISHED ALUMINUM STRAP ANCHORS, PR ONE @ TOP & BOTTOM INTERMEDIATE PROVIDE JOINTS. 11 Primary Roof Scupper & Downspout Scale 1"=1'-0" STUCCO OVER SHEATHING - R-19 BATT INSULATION AS REQ'D. WOOD SHIMS AS REQUIRED ---- - SEALANT COLOR TO MATCH MTL. SOFFIT - - - CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM 15SNTSection@Storefront Head APLES PROTOTYPE DETAIL A8-7 RE: TYP PARAPET WALL DETAIL SCUPPER CLEAR OPENING TO BE 8" X 16" PT 2X BLOCKING AS NEEDED RE: ROOF PLAN RE: STRUCTURAL DWGS FOR ROOF FRAMING INFORMATION MASONRY WALL. RE: STRUCTURAL 1 � Primary Roof Scupper &Downspout Scale 1"=1'-0" MANUAL PULL-DOWNIff � SUN SHADE. MOUNT TO g" CONT. GRAY SEALANT - BLOCKING ABOVE, NOT STOREFRONT SYSTEM - BASE AS SCHED. SIDEWALK BY' LANDLORD GENERAL SECURITY FILM SEE CONTACTOR FLOORING AS SCHED. SPEC. -FLOORING AS SCHED. FIN, FLR❑ LINE OF WALL BEYOND F.F. FIN FLR. EL. 0-0 o 7A.41 �IEL_ 16 Section @ Storefront Sill 17 Section @ Entrance Sliding Doors STAPLES PROTOTYPE DETAIL A8-8 STAPLES PROTOTYPE DETAIL A8-5 8S'cale 1"-1'-0" 31% x 21% RETURN AIR DUCT OPENING 5; " 8 I �I WALL ABUTMENT TYPE "A" FLASHING N.T.S. 7 8" .I Y i 4 WALL ABUTMENT TYPE "B" FLASHING N.T.S. STUCCO RE: ELEVATIONS FRY REGLET CHANNEL SCREED - PCS-75-75 EXTERIOR WALL RE: PLANS SCREW ATTACHED AS PER MANUFACTURER'S RECOMMENDATION GUTTER STRAP @ 36" (STAGGER 18" FROM SUPPORT. ATTACH WITH SCREWS OR POP RIVETS PROTRUDING RIVET - RECTANGULAR GUTTER. RE: - - SELF SEALING -- ROOF PLAN FOR SIZING '' ASPHALT SHINGLES / ON #30 FELT OVER FM ROLL OVER HANGER @ 36" - 5l8° F.R.T. PLYWOOD ! 1 O.C. STAGGER 18" FROM STRAP 0" CONT. CLIP ATT. W/ / SCREWS @ 8" O.C. / SCREW IN WOOD \ BLOCKING @ 18" O.C. \ '� HANGER AS NEEDED N CONT. DRIP - " FLASHING - ti �Y 4 Rectangular Gutter Detail Scale 3"1 STUCCO RE: ELEVATIONS SEALANT AS PER MANUFACTURER'S RECOMMENDATION - 2 PIECE FRY REGLET CONTROL SCREED - PCS-75-75 2-PC ALIGN W/ MASONRY CONTROL JOINT OR JOINT IN WALL SHEATHING SCREW ATTACHED AS PER MANUFACTURER'S RECOMMENDATION 9 Charinel Screed @ Masonry Control Joint Detail Scale 1"=1'-0" NOTE: TOP OF RTU CURBS SHALL BE LEVEL I SHIM AS REQUIRED. 5 z�„ 1 3/, �g 24x20 DUCT -------- 34„ OPENING (TYPICAL 2)' RETURN AIR SUPPLY AIR 21 Y2" RTU-1, 2, 3, 4 AND 6 14 Detail - Duct RTU Curbs NTS STAPLES PROTOTYPE DETAIL M2-7 -- 30% x 2% SUPPLY AIR DUCT OPENING 50 INTERIOR EXTERIOR INTERIOR VESTIBULE WALLS, 8" WINDOWS AND DOORS TO BE f KNEE WALL iPROVIDED AS PART OF THE FUTURE L 4 /" 1 L -1" TENANT BUILD OUT KNEEWALL W/ CLEAR ANODIZED ALUMINUM BRAKE METAL TO CLEAR ANODIZED ALUMINUM BRAKE GLASS AS SCHED. METAL 0 MATCH STOREFRONT MATCH STOREFRONT SYSTEM - - SYSTEM - --- -- - - - - \' FACE OF KNEE WALL CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM - - - 4"X4" STEEL TUBE - - - ` CLEAR ANODIZED ALUMINUM BRAKE CAULKING CONT ALONG METAL TO MATCH STOREFRONT STOREFRONT SYSTEM -- o SYSTEM - DOOR PATH ON TRACK --- 314" CONDUIT DROPS FOR SECURITY PEDESTALS - - - SEALANT CONT.ALONG STOREFRONT SYSTEM SECURITY FILM. SEE SPEC. - - 18 Entry Door Jamb Detail STAPLES PROTOTYPE DETAIL A8-10 RTU-5 409"� .f4. 8" 19 Entry Corner Post Detail STAPLES PROTOTYPE DETAIL A8-11 EXT, v 4 +7TM:1C11 PRE-SHAI METAL Cl FLASHIN( RECEIVEf SCUPPER CLEAR OP TO BE 8") HEMMED EDGE MASONR` RE:STRU 10 Overflow Scupper Scale 1"=l'-0" DVE ETAIL ED - -LINE OF SUPPORT BEHIND WALL -- - - INSTALL 2'-0" WIDE X %' PLYWOOD FULL HT. FOR WALL PROTECTION AT LADDER G` N E HOOP RINGS 00 � -- CAGE VERTICALS- (9) SPACES @ 4obFF CAGE CENTER LINE AT LADDER NOTE: COORDINATE LOCATION AND METHOD OF ATTACHMENT WITH FLOOR PLAN E s i BILCO LADDER UP SAFETY POST SEE A301-5 3'-0" TYP. 3" �\ 2'-6"x3'-0" INSULATED r ROOF HATCH SEE A301-4 WALKPADS U BOTH SIDES 1" ROUNDED EDGE & GRIND SMOOTH GRIND \\ ROOF HATCH FRAMING i E e ffr-1 r" r t rf r r-f r-� r, n r IT $� E II IL U 2 1/2 "X 1/2 " STL. L I -1 "x 1/2 " FLAT GRAB BAR WELD TO BRACKET, WELD TO OUTSIDE FACE OF LADDER RAILS (EA. LADDER RAIL & TO CONT. RAJL) STRUCT. STL. MEMBER (TYP EA. SIDE OF RAILS) - O - 21/2 "x 1/2 " BAR LADDER RAILS Liw FACE OF STUD INSTALL 2'-0" WIDE X 51W PLYWOdd FULL E HEIGHT FOR WALL PROTECTION A'JI Q PLAN LADDER. < : VIEW @Uj 0 � 8" \ Un m Ln BRIDGING FOR LADDER -PAINT LADDER AND CAGE o SUPPORTS AS REQ'D. "P) - 0 o -#6 RE -BAR LADDER RUNGS z ! m _ -- - - W/ABRASIVE OR SERATED STL. 0WALL & BRIDGING ,,- ' (np•) TO BE PROVIDED I - 5/8 'PLYWOOD. AS SCHED. E AS PART OF FUTURE TENANT BUILD OUT I % _ L 4" x 4" x 318" x 2" LONG 00 WITH 5/8 " DIA. EXPANSION 1/4" - - ANCHOR (TYP) a co _ FIN. FLR. NOTE: CAGE MAY NOT BE REQUIRED. DEPENDING ON HEIGHT OF THE STRUCTURE. CONTRACTOR TO " VERIFY WITH LOCAL JURISDICTION y 20Roof Access Ladder -- NTS V C C 0 CIO �Ln V a 00 V CCD f) W cu --� 0 ; LL w E0) a� LIB > �MHfA J U C 0 E E r0 V I r cn � N C�� Uj 0 �YLU ~ �8 U � N d N 0 YNa- ` a w CIO LU o o 2 w v O 3 $ - w � 2 m w Cn z Uj cwn z w o 3 w z w al ml of ~I LZ PI w Ch 6 aab b d� o� oI c� o� OO ao 8 CD J N N N N N N Cr zM o O U Y __3N " w U CD Uj a o A502 16 /— /� A— \ / CONNECT POST TO WELDED STL. \ '-0" ROOF STRUCTURE 12'-0 Y2" DOOR SCOPE AS JAMB BY G. (TYP.)- SEE SCHEDULED 14"X22" P CARB. 0 \ STRUCTURAL SHEETS VISION N / \ 5'-0" 3' -6" SEE DOOR SCHEDULE PLOY ' LY" I G1 G1 G1 FOR TYPE OF GLASS / \ 00 c� MOTION DETECTOR 8"6" S INS V IO / \ / 5-11 1/2'TA� \ SLj6E //G1 / G1 \\ \ S �DE \ \ \ G1\\ / 11 /G1 KICK PLATE BY MFG 1 . on OUNTING BAR A 0 EMERGENCY BREAKAWAY TYP. OF 4 B 0 C 0 D 0 E O - 9 —5 F O ALUMINUM NARROW STILE FULL LITE - CLEAR INSULATED STEEL HOLL METAL HOLLOW METAL VISION DOUBLE ACTING HIGH DOUBLE ACTING HIGH ANOD. ALUM. MFG OPTIONS ENTRY SYSTEM W/ REINFORCED F SLAB LITE SEE DOOR TRAFFIC DOOR WITH STEEL CHANNEL FRAME TRAFFIC DOOR WITH STEEL CHANNEL FRAME 4-WAY BREAK-OUT SEE DOOR SCHEDULE FOR METAL FLUSH SLAB GLASS TYPE 11 DOOR &FRAME A-5 SCALE: 1/4"=1'-0" 10'-8" 3'-0" 3'-0" 3'-6" ilk G1 V I co I i� A ALUMINUM 2 WINDOW TY �-5SCALE: 1/4"=1'-0" PE G2 I I G2 CLEAR AN DI ALUMINU AL NTER G ED NI 5' » _ G2 G2 m _ SLIDE G2 2, 01 I' I m _._.G4 i� MOUNTING BAR ALUMINUM p NOTE: SEE DETAIL 5/A-7 FOR FULL VESTIBULE ELEVATION 8" REINFORCED CMU MASONRY WALL MASONRY ANCHORS 24" O.C. ® JAMB 12" O.C. ® HEAD WOOD SHIM FILL SOLID WITH MORTAR CONT. SEALANT EACH SIDE COLOR TO MATCH STEEL FRAME PAINT AS SCHEDULED 4 JAM B/HEAD SIM . 5 JAM B/HEAD SIM . A-5 SCALE: 3"=1'-0" A-5 SCALE: 3"=1'-0" DOOR AS SCHEDULED CARPET METAL SISION STRIP TYPE THIN ER IC .jLE N C E � SLA (1�0SILL DETAIL �-5SCALE: 3"=1'-0" CARPET 1 /2"x2" MTL. ANGLE FASTENED TO CONC. SLAB TYPE 'L' EXPOSED SEALED CONCRETE SLAB - dA d 4" EPDXY PATCH 1 /8"x 12" 11 SILL DETAIL A-5 SCALE: 3"=1'-0" 3/4" 16 GA. — FLANGE FRAME 0 3' 0" —71 m m o i� MANUAL INSULATED CANOPY ACCESS DOOR OVERHEAD SECTIONAL STEEL DOOR AND FRAME COMMERCIAL DOOR U KEY LOCK AND WEATHER VALUE=0.037 HIGH LIFT PROOF ON 2" TRACK. /AIN- LINK LUMINUM GATE LAN 0 CASED OPENING METAL FRAME SEE DETAIL 6/A-5 NATI aHORNAL ONACCCNT CENTERUNISLIDE OC-S 1/4"besam �0HORIZON CENTER. SUITE 309 HAMILFRE NJ 06691 THE STANDARD PACKAG CONSISTS OF: TOLL FREE: 1-866-640-9667 OVERHEAD CONCEALED FULL BREAKOUT AUTOMATIC OPERATOR, DOORS, FRAMES, SIDELTTES, entrance solutions DIRECT: 1-609--2590 80 EXT 726 NARROW STILE BI-PART SLIDING DOOR SYSTEM VERTICAL WEATHERSTRIPPING, EMERGENCY FAX: 1-609-528-2590 TRANSOM BREAK -AWAY, 2-POINT LOCK WITH BEST CYLINDER CONSTRUCTION CORE, 5-POSITION FUNCTION FRAMING IT ONLY -AUTO -REDUCED O COVER SIDE HOLDC OSWITHPEN-ULTRAVIEW MOT ON/PRESENCEPENING- SECTION SECTION SENSORS, AND ADJUSTABLE CONCEALED DOOR EXTERIOR 4-1/2" O3 O SWEEPS (ON EXTERIOR DOOR ONLY) TRANSOM TO RECEIV / HEADER 1" GLASS O THIS PACKAGE WILL ACCEPT y4" CLEAR TEMPERED ICAL SUPPLY 1 ;o GLASS IN THE SIDELITES AND ACTIVE LEAVES. ULTRAVI 110 VA HZ. 10Ai 1" GLASS IN THE TRANSOM. MOTION PRESENCE BY ELEC. CON . SENSO (TYP.) JUNCTION BOX.I PLEASE COMPLETE THE FOLLOWING M.O.H. 144 1 /4" PACKAGE QUANITY: ULTRAVIEW CLEAR ANODIZED 3 1 SENSOR SEMI-CONCEALE O "CARNIVAL RED- VALSPAR jSL4A139 0 OTHER 90" STOREFRONT O.F.H. OPENING 89 3/4" I LOCK MUNTIN NON REMOVABLE SECURITY TYPE GLAZING BEAD SYSTEM (TYP.) ❑ 1/4" STANDARD. 41" 41 1/2" 4 2 18" 10" F.F.L. EXTERIOR ELEVATION EXTERIOR ■ 144 1 2" STOREFRONT OPENING 144" OVERALL FRAME WIDTH INTERIOR PIVOT 36 3/8" 1-3/4" POINT 11 II SECTION tld i / - / \ _ \ _� O EXTERIOR PLAN VIEW EMERGENCY BREAKAWAY THRESHOLD SURF. MTD. L-36 3/8" 1 /4" t - _ -- MAT BY OTHERS GENERAL CONTRACTOR: N 60" CLEAR DOOR OPENING F.F.L. SECTION INTERLOCK 1/2" DO NOT SCALE THIS DRAWING OEXTERIOR SIDE ENGAGED (TYP). 1/2" ADJ. CONCEALED DRAWING DATE: DATE DWG. BY: VT 4 DOOR SWEEPS PLAN SITE NAME besa m STREET ADDRESS entrance solutions CITY—STATE SHEET_OF_ 3 BESAM STOREFRONT CUT-SHEET-BI-PARTING (INT. & EXT.) A-5 SCALE: 1/4"=1'-0" 0 5/8" GYPSUM WALL BOARD AS SCHEDULED WOOD BLOCKING (TYPICAL AT JAMB) HOLLOW METAL FRAME AS SCHEDULED ANCHORS (TYPICAL) - THREE PEB.d*E 61 JAMB/HEAD SIM. A-5 i SCALE: 3"=1'-0" 8" BD. ETA DS S SC H LED OOD BL ENT PLATE 7'-0" A.F.F.ii DOUBLE ACTING IMPACT DOOR 7 HEAD D ETA A-5 SCALE: 3"=1'-0" CMU WALL BEYOND INSULATED DOOR INTERIOR FIN. FL. DOOR SWEEP SILL PLATE SPANS JOINT - BEVELED BOTH SIDES `141° EXTERIOR SLAB e _ n•- .e - - - I -- - - e - ° -e e ' e - d ; < ° CONT. SEALANT 4t4 4.BACKER ROD FACE OF SLAB ,-rE�PREFORMED ° - e -. �- ° < A FILLER 12 SILL DETAIL SECURE JAMB LEGS TO FLOOR W/ 3"x3" STEEL ANGLE ANCHOR CLIPS 5/8" L FOULED DOUBLE ACTING IMPACT DOOR ----WOOD BLOCKING ICAL AT JAMB) �1 /4" BENT IL 787 JAMB DETAIL A-5 % SCALE: 3"=1'-0" CMU WALL BEYOND INSULATED DOOR INTERIOR FIN. FL. DOOR SWEEP r—SILL PLATE SPANS JOINT - BEVELED ONE SIDE & CARPET SQ'D 70 I NT. • : - - ° _�-EXTERIOR SLAB ° : CONT. SEALANT de- - - - . . . - n n ° G de as 4-— BACKER ROD FACE OF SLAB A- " = PREFORMED a A. _. A' _ - FILLER �3� SILL DETAIL FA 4 X 1 /4" STEEL TUBE 1 /2"x4-1 /2"x4-1 /2" BASE PLATE W/(2)-3/4" O ' nP, I EXPANSION ANCHORS BOLT TO FINISH FLOOR (TYP.) ® I DOUBLE 1 ACTING IMPACT DOOR 1" TYP}� �, I 4 3/4" X 2 1 /2" �� WELD PLATES (TYP. OF 4) PROVDED BY NOTE: ST S DOOR MFR. TO BE ARE TO BE PLUM FIELD WELDED TO AND SQUARE WHEN L TUBE (TYP) INSTALLED. 9 JAMB DETAIL A-5 SCALE: 3"=1'-0" NOTE: ATTACH TO INSIDE OF CHAIN LINK FENCE WITHIN ELEC/TELECOM AREA WITH ONE COMPLETE "AS -BUILT" SET OF CONSTRUCTION DRAWINGS AND ALL DOCUMENTS REQUIRED BY OUTLINE SPECIFICATIONS. PER STAPLES CONSTRUCTION MANAGER. 14 WALL M. A-5 SCALE: NTS 6" DIA. x 48" LONG PVC TUBE MARKED 'PLANS' ® 48" A.F.F. (MAX.) PLANS 0 METAL STRAPPING PVC CAP (TYP. 2) J NT FOR PLANS .--....--:..-..--..--..--.-.:-:-.:-:.-:-.:-.:-:--:-:.--.-:..---.-...----:-:.:---: -_-- ---:-.----.--:....--:-:.-.--:-:-...... =- GENERAL NOTES .... -:.......................................... -:-- -:-:--:-:-- -:--:-:-- -:----:-:-= --:------: -_ -_ -==-=:-_ --- -:-------=:=-_= 1. ALL LOCKABLE DOORS SHALL BE EQUIPPED W/ REMOVABLE 6. ALL EXTERIOR DOORS TO HAVE FULL LENGTH LATCH GUARDS CORE HARDWARE, MANUFACTURED BY "BEST" LOCK CO., TO BE WELDED AND DRIP CAPS TO BE PAINTED TO MATCH INDIANAPOLIS, INDIANA. HARDWARE TO BE SUPPLIED FROM THE DOOR & FRAME. MANUFACTURER W/"BEST" REMOVABLE CORE CYLINDERS W/ CONSTRUCTION MASTER -KEYING. "STAPLES" WILL REPLACE 7. ALL MANUAL DOOR -OPENING DEVICES SHALL HAVE A SHAPE THAT CORES W/ THEIR OWN "BEST" CORES, KEYED TO THEIR OWN IS EASY TO GRASP WITH ONE HAND AND SHALL NOT REQUIRE SYSTEM, AFTER ACCEPTING THE BUILDING. TIGHT GRASPING, PINCHING TWISTING THE WRIST TO ONLY THE HARDWARE AS SPECIFIED IS ACCEPTABLE. OPERATE (LEVER, PUSH/PULL).). THIS SHALLININCLUDE ALL DOOR NO SUBSTITUTIONS WILL BE ALLOWED. HARDWARE SUPPLIED BY THE DOOR MANUFACTURER. 2. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS 8. PROVIDE DETECTABLE WARNINGS ON ALL DOOR -OPENING DEVICES SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR TO HAZARDOUS AREAS. PROVIDE TEXTURED SURFACE ON HANDLE, EFFORT. KNOB, PULL OR OPERATION HARDWARE ON DOOR. TEXTURED SURFACE SHALL BE MADE BY KNURLING OR ROUGHING OR BY 3. ADJUST DOOR STOPS TO OPERATE W/ UNDERCUT DOORS. APPLYING MATERIAL TO THE CONTACT SURFACE THAT HAS A SIMILAR EFFECT. 4. ALL TRANSITIONS BETWEEN FLOORING MATERIALS, INCLUDING EXTERIOR DOOR SILLS/THRESHOLDS SHALL BE BEVELED WITH A 9, WHEN USING A ELECTRIC STRIKE OPERATION LOCKING SYSTEM ON SLOPE NOT TO EXCEED 1:2 AND NOT TO EXCEED 1 /2" IN HEIGHT. AN EXIT DOOR A FAIL SAFE SYSTEM IS ALSO REQUIRED. THIS SYSTEM IS TO INCLUDE THE AUTOMATIC RELEASE OF THE LOCKING SYSTEM UPON ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM,LOSS 5. ALL CONTROL KEYS SHALL BE LEFT W/ STAPLES MANAGEMENT TEAM. OF POWER AND AN EMERGENCY PANIC BUTTON CLEARLY MARKED ADJACENT TO THE DOOR. THIS ARRANGEMENT MAKES IT POSSIBLE TO LEAVE THE TENANT SPACE AT ANYTIME WITHOUT SPECIAL KNOWLEDGE AS WELL AS PROVIDE THE SECURITY DURING NORMAL BUSINESS HOURS. ::__::=:=::=:=:=::=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=: :::::::::: . .::.::::::=:=:=:::::=:=:=:==:=:==:=:==:=:=:_=: _==:=:=:== =:= _==_=_ _=_=_=:=:=_=& DOOR # I ROOM LOCATION I TYPE ILEAFS1 DOOR OPENING SIZE THK. FRM. TYPE HDW. SET I HEAD I JAM I SILL7 FINISH I DOOR NOTES EXTERIOR DOORS X01 ENTRY A 2 5'-0"x7'-0" -- AL. 1 6/A-8 -- 5/A-8 -- NOTES 1,4,5,15 X02 SALES B 1 3'-6"x7'-O" 13/4 STEEL 4 5/A-5 5/A-5 13/A-5 E2,3 NOTES 12 X03 RECEIVING AREA B 1 3'-6"x7'-O" 1:Y4 STEEL 4 5/A-5 5/A-5 12/A-5 E2,3 NOTES 2,11 X04 CANOPY ACCESS (ROOF) H 1 3'-0"x3'-O" -- STEEL 6 -- -- NONE E2 NOTES 7 DOCK DOORS X05 I RECEIVING AREA I G I -- 1> 8'-0"x 10'-6" -- STEEL 1 7 5/A-10 5/A-10 8/A-1 1 E2,3 INTERIOR DOORS ANAGEMENT OFFICE D 1 3'-0"x7'-O" 13/4 H.M. 2 4/A-5 4/A-5 NONE PT3 NOTE 8 105 LOCK- C 1 3'-0"x7'-O" 13j4 H.M. 5 4/A-5 4/A-5 11/A-5 PT3 106 CASH ROOM C 1 3'-0"x7'-0" 13j4 H.M. 2 4/A-5 4/A-5 NONE NOTE 2, 13 107 CORRIDOR D 3'-0"x7'-O" 13j4 4/A-5 4 ONE PT3 NOTE 9 108 LOUNGE FOYER K -- '-0" - - -5 6/A-5 NONE PT3 109 WOMENS RESTROOM C 1 3'- 3 4/A-5 4/A-5 1O/A-5 PT3 110 MENS RESTROOM C 1 1 3'- x 4 H. . 3 4/A-5 4/A-5 1O/A-5 PT3 111 LOUNGE K -- 3'- -0" -- H.M. -- -5 6/A-5 NONE PT3 112 TRAINING D 3'-0"x7'-0" 13/4 H.M. 2 4/A-5 ONE PT3 NOTE 8 113 RESTROOM FOYER E 1 3'-6"x7'-0" -- STEEL -- 7/A-5 8/A-5 NONE LACK NOTE 3,6 115 RECEIVI F 2 5'-11 1/2"x7'-O" -- STEEL -- -- 9/A-5 11/A-5 ONYX BLAC 3,6,12,14 11 C/TELECOM AREA J 1 3'-0"x8'-0" -- ALUM. 9 -- -- NONE -- =:::::::: _ :_:_::: :: :: :: :: :::::::::::: :: ..:. . ::: _ :::::DOOR &FRAME O S -- - SCHEDULE NOTES :=::: _=: = := -= ---::::::_::: 1. INSTALL GLASS AND SEE GLASS TYPE SCHEDULE AND DOOR ELEVATION 7. BOTH SIDES OF DOOR AND FRAME PAINTED E2. FOR PANEL LOCATION & GLASS TYPES. 8. TYP P 2. PROVIDE DOOR SCOPE: SCOPE # DS/1018MB BY DE SEUNG SEUNG TRADING CO. (800)274-7267. SCOPE TO BE EPDXIED INTO DOOR 9. SEE GLASS 3. MANUFACTURER TO SUPPLY HARDWARE AND TO PROVIDE A DETECTABLE 11. EXTERIOR OF DOOR PAINTED E2 & INTERIOR OF DOOR PAINTED WARNING ON ALL DOOR OPENING DEVICES TO HAZARDOUS AREAS PT3. SEE INTERIOR AND EXTERIOR FINISH SCHEDULES. INCLUDING THE RECEIVING ROOM. 12. INTERIOR SIDE OF FRAMES TO BE PAINTED PT3. 4. BI-PARTING DOORS SHALL BE FULL BREAK AWAY 13. ALL STOP FOR F -SEE SPECIFICATIONS SECTION 8 5. BOTH LEAVES OF DOOR AUTOMATICALLY OPEN AT THE SAME TIME TO 14' 4 3/4" X 2 1 /2" TYPICAL OF 4) ARE TO PROVIDE 60" CLEAR OPEING WIDTH. BE PROVIDE OR MANUAA TO BE FIELD 0 THE STEEL TUBES (TYP). 6 „ sit REST -ROOM FOYER N LOCATION W/ STAPLES 15. SEE DET. 3 A-5 / OJECT MANAGER ::::: .::::::: . .: :::: :::::::::_=_::=:=:=: HA =:: _: _::=: _ ET REDUCE :.................. . HARDWARE SET #1 HA SET #5 DOOR MANF. TO PROVIDE ALL HARDWARE W/DOOR UNIT. PROVIDE 1-1/2 PR0000000000000000000000 INTERCHANEABLE "BEST" CYLINDER CORES OUTSIDE AND THUMB TURNS STORE ROO L < D-STK-626 INSIDE IN ADAMS RITE MS1850S-050 WITH BEST-1 E76181626 DEAD BOLT - -STK-626 INSTALLED BY DOOR MANUFACTURER. CLOSER WARE SET #2 FL00 1- PR BUTTS SILENCER CORRID CK / BEST 93K7D15D- T HARDWARE SET #6 FLOOR STOP UNIVERSAL FLUSH ACCESS DOOR MODEL DSC-214M CLOSER PRIME COATED STEEL DOOR SILENCER KARP ASSOCIATES, INC. 800-888-4212 HARDWARE �AET#3 NAME PTES: S ENS AT REQUIRED HEIGHTS CONCEALED CONTINIUOS PIANO HINGE 1-1 /2 PR BU TWO DUAL ACTING HANDLES KICK PLATES ET ROOM ENTRANCES) LOCKABLE LATCH W/ "BEST" CYLINDER CORES PUSH/P LATES ON OUTSIDE LATCH FL STOP HARDWARE SET #7 OR SILENCER LOCK & SPECS.RTTIPPING HARDWARE SET #4 1-1/2 PR BUTTS WITH NON REMOVABLE PINS (NRP) ROOM LOCK/SCHLAGE K B ^510 H PANIC/SECURITY HARDWARE - VON DUPRIN # CX9975NL-OP BEST TIBLE CYLINDE -E (2) BEST MORTISE CYLINDER SPECIFICAT AN L OR AL. VON DUPRIN POWER SUPPLY- PS873xFA & POWER TRANSFER- EPT-10 CLOSER 6" STANLEY PULL HANDLE FLOOR ST CONTACT: VENDOR NO. 5 SEE SHEET T-1 1-1/2 TT WEATHER STRIPPING & DOOR SWEEP DOOR S THRESHOLD DRIP GUARD /RAIN DIVERTER HARDWARE S CLOSER IN AL LOCK FULL LENGTH ASTRAGAL (WELDED) & PAINTED UMBTURN (INSIDE) DOOR SILENCER GENERAL REQUIREMENTS FOR ALL HARDWARE HINGES: STANLEY FBB 179, US26D; HAGER BB 1279, US26D. © CLOSERS: #3 — 36", #4 — 36" UP =_ _==:=: == GLASS TYPE SCHEDULE -=====-===========-==-==- G1 - 1" INSULATED, TEMPERED G4 - D 4 ALU VESTIBULE G3 - 1 ONE WAY PERM GLAS SECTION DD/l\/T r1C DCAIT AI I I\A DATAI nT\/CDTCD ELEVATION 15\ RAIN DIVERTER DETAIL. TS4x4 STEEL ANGLE - SEE STRUCTURAL DWGS. ROOF JOIST SEE STRUCTURAL DRAWINGS 4x4 STEEL POST S TRUCTURAL DWGS. STEEL COLUMN DETAIL :1::6: AT ROOF DECK 0� 0 U o 0 w V-4 Qrj v w e � w .0 ¢> 8 w Ua `v 3 u V C W C O Q 0 V Cu C C_D _C_�JZ6 L. McM C W 'DLL '�-0j w ELL ra d LL > w M H U) —1 tU C 0 E E L iI co N�-�, C�� w U �0 v L 8 U (a CL U) mYN(L ' 0 a C6 0 06 c O 0 0 0 �I w OJ 0 w 0 w Cn w z Q :- m z > U- w w �\ V CO) Cn w LLI m � z Cn z z g w o m CD o w 8 y _� w F 2 CO w � w 8 co i— w Nuj z w G2 3'- 111 - w of ~I U- r-1 NI �� NI O O N O O J CDC)O O O O N N N N N N z� Cn a �C3 CD N 0 � a O U A601 A-5 / SCALE: 3"=1'-0" A-5 / SCALE: 3"=1'-0" A-5 % SCALE: 3/4"=1'-0" A-5 % SCALE: 3/4"=1'-0" Pry INTIATICINQ C-0.9 o- C-4 C-4.6 C-4.7 C-4.9 C-D C-C C-B GA.6 I 37'-9Xz" I_ 4T-3Y6" 16'-:W8" USE 3 FTG. DEPTH AT WALL FTG. F3.0 20'-0" PROVIDE (2) #5 VERT. BARS @ 24" O.C, (EDGE SPACING) 10'-0" C-A.4 C-A.2 C-A.1 C-A I I I I 24'-0" LO 14'-On 6'-4" 0 10 j PROVIDE (2) f5 VERT. BARS @ 24" O.C. (EDGE SPACING) 10, -.0 LL I I SCISSOR LIFT, i I cob REF. SECTION I I ? I COMBINE FOOTINGS AS "< / �' ( SHOWN, USE F-3 DEPTH, J LONG REINF. STL. CONT., �- \ I F2.0----------- ----- ------------------------------------------ F2.J \ / - \ / ------------------------------------------------------------ I t o " w LLL� CDw I N W -o o ,- - LLI�- I I L--- �J z i I 8" CMU, REF. GEN. NOTES THIS I ( LL C° I I SHEET FOR TYPICAL REINF. av ( I FILLED CELL REQUIREMENTS,�� REF. S002 FOR CONTROL JOINTul *k ( I REQUIREMENTS. v LU I I � aLO I I o I I CD I `n �4 - '4 - F2.0 LLI J FLOOR SLAB !!!Mi THIS AREA WILL BE PROVIDED POUR COL. FTG. I MONOLYTHICALLY W/ )o ... - - - AS PART OF THE FUTURE TENANT BUILD OUT. - THE FUTURE SLAB - I B WILL BE SLOPED TOWARDS SLAB OVER THIS AREA; _ I RE-ENTRANT CORNER THE FLOOR DRAINS BATHROOMS, TYP. (2) LOC REBARS, TYP.; REF. TO LOUNGE AND JANITOR'S CLOSET. J N I I I GENERAL NOTES 2'-0' SQUARE X 12" DEPTH W( o ILL I I o (3) #5 BARS E.W. AT BOT. I i L F2.0 ,� V� c GCS' Q1 �• o ..........I.............._....... I N --._............ " .. ............. ...... .... o0 w 6'-0" Im °° ---- ---- I L r- r- rr I I I I � l I I I I I I I I I I I I I � I ILL �0 o I I I I7 I I I I I I I I I I I I .n --J IM �y I I I I S501-12 BLDG'C` I Tq I T.O. SLAEk I REF. ELEV. =11 .00' I I i I BLDG "B" I I T.O. SLAB / REF. ELEV.=112.00' I o I IL r-- -- r-- -- J I I I i C.J. I I S501-8 I I I I S501-3 I L-- --J BLDG'B" WALL FTG. TO BE I u- POUR MONOLYTHICALLY W/ ADJACENT BUILDING "C" WALL I �5 FOOTING., TYP. POUR COIL. FTG. N MO OLYTHICALLY WI I SLAB )VER THIS AREA; I TYP. R LOC. S P DOWN FTG. 2'-0" CONT X 12' DEPTH WI 44 (3) #5 CONT. BOT. AND coc'P cT�'P cS'P ci'P z #4 @ 1 O.C. TRANS 1' 0" - Qa SQUARE X 12" DE W/ w PROVIDE (2) #5 VERT. BARS " - - - - r (3) #5 BARS E.W. AT B PROVIDE (2) #5 VERT. `" Z `� - - I 9 4 o @ 24 O.C. (EDGE SPACING) N - - L J @ 24" O.C. (EDGE SPACING) � a C-4 co 1p CD co cn 3 -7 w v IM' a@ co I w- - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - r �, � o04 "� �- �'�•- - - -�- -� - - T�'- - L -I- - T.E. - - -I-- a @� " -- -_-.-......- .... ....... ....... ...... ..... .....� I E.J. I I E.J. I J E.J. S 501-10 F5.0--------- ------ RTOL- 6" J ---J --- L s"-J-F5.0-----------------F5.0 o c HSS6X6X�STUB COL. rJ I I I I I I I I I I L_ io 0 M Ep N c> M C-0.9 - - C-1 BLDG "D" T.O. SLAB / REF. ELEV.=113.00' ADJACENT BLDG. "D" WALL E FTG; REF. FOUNDATION PLANS - - - N FOR MORE INFORMATION LO co o I I I I I I `��, �- I d" STEP DOWN FTG. �� r---n r- --i r r----iT. - - - - - - �- I ( I I I ( I I WIDTH REFFTG.EELEVATION BLDG "D" '-5 20'-4" Ey_ 1 J _ J -s 10 16'4" I 33'-6" 4'-W 6'-4W 6'-0" 5'-4' 5'4' 91-4" 6'-0" F-10%" 38'-6" T-D T-C T-B T-A 3T-IIX" I I I I 4'-3X' I I I 40'-3%" 125'-4' GD C-C.1 C-C C-B.8 C-B.7 C-8.6 C-8.5 GB.3 C-B.2 C-B C-A.9 C-A FOUNDATION PLAN SCALE:ll8"=1'-V REF: G.C. TO COORDINATE W/ ADJACENT BLDG. D CONSTRUCTION q CV CONCRETE COLUMNS SCALE:lrt--1'4r 2REF: 8"X24" CONC. COL. W/ (8) #5 VERT., #3 TIES @ 8' O.C.1 1/2' MIN. CLR., TYR CC-1 CONT. TOP OF WALL FAIN _J_DEPTH TOP BOTTOM MARK SIZE REINFORCMENT REINFORCMENT F-1 4'-0" SQUARE 12 NIA j (6) #5 E.W. F-2 5'-0" SQUARE 12 ' 6XGXW2.9XW2.9 W.W.F. (8) #5 E.W. - F-3 6'-0" SQUARE 14 6XBXW2.9XW2.9 W.W.F. (9) #5 E.W. i F-4 6'-0" SQUARE -�----�-- 14 #5 @ 12" O.C. E.W. #5 @ 12' O.C. E.W. --- F 5 --- 7-0 SQUARE --------=------- - -li 16 1 6XGXW2.9XW2.9 W.W.F. j ------------- --- (10) #5 E.W. ----------- F-fi ! 8-0 "SQUARE- 18 i 6)(SXW2.9XW2.9 W.W.F. (11) #5 E.W. F-7 9'-0' SQUARE 18 6X6XW2.9XW2.9 W.W.F. (12) #5 E.W. I � I F2.0 2'-0" CONT 12 NIA (3) #5 CONT F3.0 T-0" CONT 12 k 6Xi6XW2.9XW2.9 W.W.F. (4) #5 CONT. � #5 @ 32' O.C. TRANS F5.0 5'-O" CONT 14 6X6XW2.9XW2.9 W.W.F. #5 @ 24' O.C. TRANS FSP-1 1 23'-0" X 20'-4" 20 #7 @ 10' O.C. E.W. #7 @ Ur O.C. E.W. fiTFFI rr)l IIIUN4 MARK DESIGNATION BASE PLATE REINF. NOTES COL IA' HSS4X4X3116 REF. DETAIL N/A i REF. DETAIL S501.13 COL B' HSS6X6X318 A N/A 1---7 _ COL IC HSS6X6X318 ! B NIA ECCENTRIC BASE PLATE COL ID' HSMXBX318 I C N/A i - - -- - COL WE, HSSBX8X318 D N/A COLT' HSS6X4X3116 REF. DETAIL N/A REF. DETAIL S501-13; LONG ON. ORIENTED TO STORE FRONT I t2ACI= DI ATDC MARK SIZE MATERIAL THK. ANCHOR BOLTS A 14"X14" A36 STL. 1" (4)1` THREADED HEADED STUDS 11ASTM 1554 GRADE 361 - -� _ - - -�- - -- 1(4)1- THREADED HEADED STUDS B - -.- 14'X14" ECC - - A36 STL. 1" �JASTU 1554 GRADE 36] C 16 X16 A36 STL. A 1" 1(4)1• THREADED HEADED STUDS Q -- - - y -.- - ;(ASTIII 1554 GRADE 361 D 16"X16" A36 STL. i 1 112" '(4)1 1/2' THREADED HEADED STUDS (ASTIM 1554 GRADE 551 f'nNrPF fL IUA�(1NRY (`f)l I IIUNC MARK DESIGNATION TIES VERT. REINF. NOTES MC-18 8X8 N/A O #5 EA. CELL REF: S002-13 MG2B 8X16 N/A (2) #5EA. CELL REF: SO02-13 j MGZ W4 N/A (2) #5 EA. CELL REF: S002-13 MC48 8X32 N/A (2) #5 EA. CELL REF: S002-13 MARK DESIGNATION FROM TO NOTES NOT USED T ' -UNLESS OTHERWISE NOTED, INSTALL12) #5 VERTICAL 13AR EDGE SPACING IN CONCRETE FILLED CELL AT 32' OIC. IPROVIDE SAME FILLED C EXPANSION JOINTS, (2) FILLED CELLS AT WALL ENDS, AND (3) FILLED CELLS AT CORNERS. -INTERIOR FOOTINGS HEREIN ARE RELATIVE TO FINISHED FLOOR ELEVATION OF 0'-0'. THE TOP OF ALL INTERIOR FOOTINGS SHALL BE THUS: -EXTERIOR FOOTINGS HEREIN ARE RELATIVE TO ADWICIENT GRADE. THE TOP OF ALL EXTERIOR FOOTINGS SHALL BE THUS: -REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND CONSTRUCTION OF NON -LOAD BEARING WR STUD WALLS, FIXTURES, AND OTHER ITEMS NOT PRESENTED HEREIN 4' CONCRETE SLAB W/ 3000 PSI CONC. W/ 6X6 W2.IXWZ1 W.W.F. OVER 6 MIL MIN VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL. (TYP. U.O.N.) -C.J. = CONTROL JOINT / CONSTRUCTION JOINT, TO BE COORDINATED (REF. SUBMITTAL SECTION OF GENERAL NOTES). CONTROL JOISTS SHALL BE 1DEEP SAW CUTS TO BE MADE WITHIN 24 HRS OF POUR. -OPENING/ RE-ENTRANT CORNER, TYP. PROVIDE (2) #4 REBAR X 4'-0" LONG AT MID -HEIGHT OF SLAB -MAGONAL OR K-BRACE MEMBER'UP' -DIAGONAL OR K-BRACE MEMBER "DOWN" O CONC. COL. W/ (14) #5 VERT., #3 TIES @ 8" O.C. 1 1/2' MIN. CLR., TYP. CC-2 CONT. TO ROOF BRG. 2'-0' CC2 CONCRETE COLUMNS SCALE:114'=1'-V 3REF: 0 0 v, U maw ♦, tt,. _ M O o Q >o r � V C O CL V Nco C /� V J M .L UM W-�J.V �U D LL uj iM I. - (a (n J U O E O U L i q4G M N� c�� ZN U0 mue >. o W :20avvi 0 mYNa a 0 w w m CN w m Z w LU Z LU a F- w W 0 55 OU w 0 m m W U t w a m w m a iL U- r-1 I --I NI .-I Cb ab 6 co erp' c' pC, CID N O N N N i i J IF 48' BAR DIA., TYP 48' BAR DIA, TYP 11 L 1 MAX. FOOTING STEP SHALL BE 2'-0" FOUNDATION DETAIL SCALE:3/4`-1'-V REF: CfT"NMJHi.-�," co ii w cn a u: w COV (TYP) 0.1 FOUNDATION DETAIL SCALE:314'=1'-0' 7REF: orrN"cyas.ea".m 2" PLAN VIEW r- W.W.F. REF: PLANS AL 3"CLR REF. PLANS COV (TYP) 04 7 FOUNDATION DETAIL I SCALE:3/4'=1'-0' REF: TYP. SLAB, REF: FDN. PLANS 8" CMU. DWL.S TO MATCH VERT. REINF. REF: PLANS REF: PLANS & FTG. SCH. FOR SIZE, DEPTH & REINF. REQ'D IN FTG.'S 8X8X114" EMBEDED PLATE W/ (2) 318' HEADED STUD CENTERED ON PL. REF: PLANS FOR SIZE, DEPTH & REINF. REQ'D IN FIG.'S �; " ISOLATION JOINT F: ARCH DRAWINGS 2ND POUR, SIZE TO CLR. BASE PLATE AND BRACING IX (WHERE BRACING OCCURS) C.J. FOUNDATION DETAIL SCALE:3/4'=1'-V 2REF: DA"IIY."m-ie0myn 1/4" S501-9 NOTES: -ANCHOR BOLT EMBEDMENT LENGTH TO BE FTG THICKNESS-4' -SECOND POUR NOT SHOWN FOR CLARITY -SEE COLUMN AND BASE PLATE SCHEDULE FOR SPECIFICS STL. COL., REF: PLANS ANY PORTION OF STRUCTURAL STL. BELOW FINISHED FLOOR MUST TO BE COATED WITH AN ASPHALTIC BASED CORROSION RESISTANCE COATING UPON INSTALLATION. NON -SHRINK GROUT, 1 1/2' MAX 4� REF: PLANS & FTG. SCH, FOR SIZE, DEPTH & REINF. REQ'D IN FIG.'S FOUNDATION DETAIL SCALE:3/4'=1'-0' 8REF: otnnzy5ml FOUNDATION DETAIL SCALE:112'=1'-0" 14REF: EXPANSION JOINT MATERIAL, REF: ARCHITECTURAL DWGS. X X --, X X Expansion Joint TYP.'E.J.' PRE-FAB GALV. METAL KEYWAY X X� �X X X Construction Joint OCCURS ONLY @ -C.J.' LOCATIONS BTW. POURS 118 TO 3116 WIDE X V DEEP GROOVE W/ SAW CUTS TO BE MADE WITHIN 24 HOURS HIGH TRAFFIC SEALANT FILER OF POUR, WWF SHALL BE CONTINUOUS ALL C.J.S. U.O.N. ON PLANS X X X X X X Lg a FOUNDATION DETAIL SCALE:314`1'-0' 3REF: meT.mt3d-,"mr 4 EQ. EQ. 1.5 X BOLT DIA., MIN. TYP HSS COL., REF: PLANS BASE PL., REF: PLANS ANCHOR BOLT, REF: PLANS BASE PLATE DETAIL SCALER 112'=1'-0' 9 REF: mnxu-nnn.r 4A e n De fA 4 o■ n r 8" I ALTERNATE CONSTRUCTION JOINT TYP.'AJ.' FOUNDATION DETAIL SCALE:314P=1'-0' 4REF: sfrasnn.� m S501-11 FOUNDATION DETAIL SCALE:3W--1 -V 10 REF: mn"ns.mc.a." RFF PLANS REF. PLANS REF. PLANS REF. PLANS REF. PLANS NOTES: - AN HOR BOLT EMBEDMENT LENGTH TO BE FTG THICKNESS' - SECOND POUR NOT SHOWN FOR CLARITY SEE COLUMN AND BASE PLATE SCHEDULE FOR SPECIFICS. - CONC. COL., REF: PLANS - STL. COL., REF: PLANS - (2) 3/8' STL. GUSSET PLS. 1/4' - NON -SHRINK GROUT, 1 1/2- MAX rL. COL., REF: PLANS REF: PLANS & FTG. SCH. FOR SIZE, DEPTH & REINF. REQ'D IN FTG.'S • "T.E." WP FOUNDATION DETAIL SCALE:314'=1'-V 5REF: mnru� mmr 1.5 X BOLT DIA., MIN. TYP a w d w EQ. �_ EQ. W.W.F. REF: PLANS (2) #5 CONT. BASE PL., REF: PLANS HSS COL., REF: PLANS ANCHOR BOLT, REF: PLANS (2) 3/8" GUSSET PLATE ANY PORTION OF STRUCTURAL STL. BELOW FINISHED FLOOR MUST TO BE COATED WITH AN ASPHALTIC BASED CORROSION RESISTANCE COATING UPON ECCENTRIC BASE PLATE DETAIL INSTALLATION DJACENT BUILDING; C MUST COORDINATE W/ DJACENT BUILDING ONSTRUCTION ^ I I REF: __A #5 @ 12' O.C. E.W., REINF. AT FACE OF WALL TRUCK DOCK SLAB REF: PLANS & FTG. SCH. FOR SIZE, DEPTH & REINF. REQ'D IN FTG.'S FOUNDATION DETAIL SCALE:1/2'=1'4r REF• 1_4" 3" CLR SIZE COV (TYP) FOUNDATION DETAIL SCALE:314'=1'-0' 6REF: LfiAVE-I"9 WOMlI i REF. PLANS FOUNDATION DETAIL SCALE:314'=1'4r 12REF: mnwssmeVmmem m GROUTED VERT. CELL, REF: FOUNDATION PLANS OPENING/RE-ENTRANT CORNER, TYP. PROVIDE (2) #4 REBAR X 4'-0' LONG AT MID -HEIGHT OF SLAB AS SHOWN X' TOYs' WIDE X 1' DEEP GROOVE W/ HIGH TRAFFIC SEALANT FILLER W.W.F (1) #5 CONT. VERT, REINF. REF: PLANS ADJACENT BUILDING; GC MUST COORDINATE W/ ADJACENT BUILDING CONSTRUCTION 8' CMU. TYP. SLAB, REF: FDN. PLANS ii Lu DWL.S T D MATCH VERT. REINF. REF: PLANS -- N a i� w 3" CLR COV (TYP) REF: PLANS & FTG. SCH. FOR SIZE, DEPTH & REINF. REQ'D IN FTG.'S REF. MFR. DRAWINGS FOR SCISSOR LIFT AND ATTACHMENTS TO CONC. SLAB. CONT. L3X3X1/4" W/ 1/2"X4' DIA. STUDS @ 12" O.C., TYP. FUTURE SLAB AS PART OF THE FUTURE TENANT BUILD OUT #5 CONT. #5 DOWELS @ 12' O.C. 12712' THICKENED SLAB W/ (2) #5 CONT. N Q o � �a U C'41.4 v o •� o Uw � •mow o Qo Uw CA C� u ao •0 °'a 3 u s U C 0 CL 0 L_ ( V (V C o0 V J �; cc co C 0 1O 0 LL LL cu E m Ci LL z w L °) > �MH07 J U C O E E 0 U p'o CM N� cuC�c U0' >, o 0 Lu �via(D mYNa a cn J H w Z 0 Q w Z M 0 L.L w x w cn 0 m z < co- < co z w cn z z a � w w z co V Lu cog ail U co w w a w w I �co � z w a. coI I Q�I ILI IC N sTl NI N O 0 Q w coo Q .I CI 0I GI cI WJCD cI c�ppCD CD pp w CD CDN N N N ci z c w 8 N Lu o w R' Q S a o o 1 0 S501 fiR QC 0.9� C-1 / C-2 ! - C-3 ;-- - - C-4.6 C-4.7 - - C-4 9 C-5 -- - - C-C.1 ! GC ) (\ 8.8 % t G-B.7 l C-Fi.6) c-�.5) c;-n.3) c-n.z-� REAR LEFT tzT\ RIGHT 1 Plumbing Floor Plan NScale 1/8'=l'-0' FRONT PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2004- PLUMBING. 2. ALL SANITARY PIPING SHALL HAVE A 118" PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL STORM WATER PIPING SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS, 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 5. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 6. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. 7. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 8. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 9. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES WITH LESS THAN 8' MINIMUM VERTICAL CLEARANCE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8' MINIMUM CLEARANCE. 10. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 450 FITTINGS. 11. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 12. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. 13. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPE. ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. 14. SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. 15. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI B16.22), OR CAST BRASS (ANSI B16.18) PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH Ci ILORINE SOLUTION 50 MG-L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 16. SOIL, WASTE AND VENT PIPING SHALL BE PVC. PROVIDE CAST IRON PIPE AND FITTINGS FOR SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. PROVIDE PVC PIPING: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. 17. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK INCLUDING BACK, AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 75 FOOT INTERVALS OF HORIZONTAL RUNS. 18. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. 19. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADEIFLOOR AND PROVIDE VACUUM BREAKERS. 20. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 21. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 22. ALL VENTS THRU ROOF SHALL BE A MINIMUM OF 10'-0' FROM ANY AIR INTAKE. 23. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 24. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 26. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. 27. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADEISLAB. 28. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. 29. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 30. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR PROVIDE EXPLANATION IN WRITING. 31. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 32. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 33. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 34. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. FIXTURE SPECIFICATIONS PIPE SIZE FIXTURE MANUFACTURER MODEL # DESCRIPTION CW HW SAN VENT EXTERIOR CLEANOUT ZURN Z-1400-HD - - _ _ HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND TWO-WAY FITTING. SEE PLANS FOR PIPE SIZE CONNECTION. FREEZE PROOF ENCLOSED WALL ANTI -SIPHON WALL HYDRANT COMPLETE COMPLETE WITH BRONZE CASING, WALL HYDRANT WOODFORD B65 3/4' - _ _ VACUUM BREAKER, ALL BRONZE INTERIOR PARTS AND NON TURNING OPERATING ROD WITH FREE FLOATING COMPRESSION CLOSURE VALVE. WATER BOX DOOR SHALL BE BRASS CASTING WITH CHROME FINISH AND EXTERIOR CLEANOUT ZURN Z-1400-HD - _ _ _ HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND TWO-WAY FITTING. SEE PLANS FOR PIPE SIZE CONNECTION. FLOOR DRAIN JOSAM 32100 - - - - WITH GRATE REFER TO ARCHITECTURAL DRAWINGS FOR ALL FINAL LOCATIONS AND MOUNTING DIMENSIONS OF ALL PLUMBING FIXTURES. PROVIDE ADA CONFORMING FACTORY INSULATION KIT ON HOT, COLD AND P-TRAP WASTE PIPING AT HANDICAP DESIGNATED LAVATORIES. PIPING MATERIAL SCHEDULE SERVICE SIZE MATERIAL SCHEDULE/TYPE INSULATION REMARKS TYPE THICKNESS :OLD WATER ALL COPPER TYPE L FG 1" ALL SERVICE JACKETS BELOW GRADE ALL C.I.OR PVC SERVICE WEIGHT NONE - NO HUB ABOVE GRADE ALL C.I.OR PVC SERVICE WEIGHT FG 1" NO HUB S B E C , BRONZE CLEANOUT PLUG W/COUNTER SUNK HEAD FINISHED GRADE 16' SQUARE CONCRETE PAD PVC WASTE LINE LENGTH TO SUIT TWO WAY CLEANOUT R&G SLOAN PVC PART NO.3724 WASTE LINE -7 1 Exterior Cleanout Detail (ECO) Scale: None SYMBOLS AND ABBREVIATIONS IPTION ABBR. SYMBOL ABOVE GRADE SAN BELOW GRADE SAN PIPE r V ------------ TER PIPE CWER PIPE HW FLOOR CLEANOUT CO -0 EXTERIOR CLEANOUT ECO WALL CLEANOUT WCO HOSE BIBB HB -i iC VENT THRU ROOF VTR J iI L I DIRECTION OF FLOW SHUT OFF VALVE CAP C TEE UP TEE DOWN ELBOW UP 0 ELBOW DOWN C REVISION REFERENCE Q TYPICAL TYP 'SOME SYMBOLS SHOWN MAY NOT PRETAIN TO THIS PROJECT DRAWING INDEX SHEET TITLE P001 Plumbing Floor Plan, Notes, Schedules & Details �V [ �Kossik Rd _-5�71IIIIn U W C 0 Q- 0 r� V ICU c C0 VJM CD WSJ U LU cc E 2 ce u- z > w �MI-Ui J U V/ O E E 0 U �-O M N� iQ Cn l� c Ucy)�£0 N U CL CO)mYNa n. ui .CU 0 06 U U) Ww ♦--0 0 z w cU L 0 _O L.L J E H H _ w w x co ui A W w M O Y o u: CO ,,mom. a i w 0 I C-0.9 C-1 C-2 ( C-3 Z'BUILDII 6 \ C-4.7 — 1_� l C-4.9 \ GD i C-C 1 i GB C-A.6 (C.A.4 ; C-A.2 I I i f I I i l REAR ,I _ _C GC.1> r C LEFTCN� RIGHT FRONT D1 D1 D1 D1 4 / \ 4 4 � \I 4 I I I I I I I i 1 J- DB8 �GB.7 ( C-B.6 (�.5) GB3ELECTRICAL FLOOR PLAN - BUILDING C FAI T I T TYPE SYMBOL MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING A THOMAS SL9421-7 120 (1) 60 W INCAND CLEAR GLASS WALL MOUNT 1 CLEAR GLASS B EA STAPLES PROTOTYPICAL TYPE G; SEE GENERAL NOTE 3. 277 NIA (BATTERY PACK) WALL MOUNT B1 Q STAPLES PROTOTYPICAL TYPE G1; SEE GENERAL NOTE 3. 12 (1) 8 W HALOGEN WALL MOUNT D CAPRI CMQ10H70V1-S56P 120 (1) 70 W MH RECESSED MOUNTED D1 ® STAPLES PROTOTYPICAL TYPE J; SEE GENERAL NOTE 3. 277 (1)175 W MH RECESSED MOUNTED EM BEGHELLI XLP-SI 120 (INCLUDED) WALL @ 9-0" A.F.F. X STAPLES PROTOTYPICAL TYPE F; SEE GENERAL NOTE 3. 120 LED (INCLUDED) 12'-0" A.F.F. ERAL NOTES: ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL FIXTURES. [2. 3. FOR FIXTURE TYPES B, B1, C, AND X, CONSULT STAPLES' APPROVED NATIONAL ACCOUNT VENDOR: STANDARD ELECTRIC 14 JEWEL DRIVE WILMINGTON, MA 01887-0676 800-367-6285 www.standardelectric.com NOTES O: O TWO 3" PVC CONDUITS ROUTED UNDERGROUND FROM TELEPHONE COMPANY NETWORK. COORDINATE EXACT LOCATION WITH STAPLES BUILD -OUT DRAWINGS. STUB UP AND CAP AT 24" A.F.F. PROVIDE PULL CORD IN EACH CONDUIT. 2O THREE 4" EMT CONDUITS ROUTED UNDERGROUND FROM FUTURE UTILITY TRANSFORMER LOCATION. COORDINATE EXACT LOCATION WITH STAPLES BUILD -OUT DRAWINGS. STUB UP AND CAP AT 6" A.F.F. PROVIDE PULL CORD IN EACH CONDUIT. 1 3 TEMPORARILY CIRCUIT EMER & EXIT LIGHTS TO HOUSE PANEL OF BUILDING B. DURING FUTURE TENANT IMPROVEMENT, EMER & EXIT LIGHTS WILL BE RECIRCUITED TO APPROPRIATE BUILDING C PANEL. O INSTALL LIGHT FIXTURE AND STUB 314" CONDUIT WITH PULL CORD INTO SPACE FOR CONNECTION TO FUTURE TENANT PANEL. O7J-BOX FOR FUTURE TENANT SIGN. COORDINATE LOCATION WITH ARCHITECTURAL. STUB 314" CONDUIT WITH PULL CORD INTO SPACE FOR FUTURE CONNECTION. O (NOT USED.) O INSTALL FIXTURE B1 (LAMPHEAD UNIT) WITH FIXTURE B (EMERGENCY BATTERY PACK) AND CONNECT TOGETHER WITH 12 VOLT WIRING PER MANUFACTURER'S SPECIFICATIONS. DO NOT CONNECT TO POWER CIRCUIT, BUT ALLOW FOR FUTURE CONNECTION OF FIXTURE B TO FUTURE POWER CIRCUIT. O CIRCUIT EXTERIOR LIGHTS TO HOUSE PANEL OF BUILDING B VIA THE LIGHTING CONTACTOR OF BUILDING B. O CIRCUIT EXTERIOR LIGHTS TO HOUSE PANEL OF BUILDING D VIA THE LIGHTING CONTACTOR OF BUILDING D. GENERAL NOTES: 1. FIRE ALARM SYSTEM TO BE PROVIDED DURING FUTURE TENANT IMPROVEMENT. LIGHTING NOTES 1. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. NOT USED. 3. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE UNLESS OTHERWISE NOTED, 4. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 5. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE OF ALL LAMP TYPES TO BE LEFT AT JOB SITE AT END OF JOB. ELECTRICAL LEGEND NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED. REVIEW POWER & LIGHTING PLANS AND DETAILS FOR ITEMS WHICH APPLY TO THIS PROJECT. X EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. BATTERY POWERED EMERGENCY LIGHT TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4- CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. DUPLEX RECEPTACLE, MOUNT 180 A.F.F. U.O.N. DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N. t GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898—I, MOUNT ABOVE COUNTER HEIGHT U.O.N. 1e' DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362—IGI MOUNTED ABOVE COUNTER HEIGHT. U.O.N. TAMPER -RESISTANT DUPLEX RECEPTACLE PAWASEWOUR (TR63-HW) DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI MOUNT AT 18" A.F.F. U.O.N. w� DUPLEX RECEPTACLE, WEATHERPROOF GROUND FAULT INTERRUPTER TYPE, LEVITON, MOUNT AT 18- A.F.G., U.O.N. DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT WINDOWS QUADRIPLEX RECEPTACLE, MOUNT AT 18" A.F.F. U.O.N. JO JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) LIGHTING, POWER, OR SYSTEMS PANELBOARDS. �se/I�P MAIN SWITCHBOARD OR MAIN DISTRIBUTION PANEL CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING. A-1,3 CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES. ARROWS INDICATE HOMERUN. SMALL HASHMARKS INDICATE NUMBER OF HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL. SUBSCRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT INDICATED. A-37:39:41 SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH COLONS INDICATE 2 OR 3 POLE CIRCUITS. DISCONNECT SWITCH 100/3/60 NON-FUNSE INDICATES DDE-ESI*INDICATES D;ISCONT DUAL EELEMMEENTT)FUSES MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT (HORSEPOWER OR EQUIPMENT INDICATED) THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1 /2- C. STUBBED TO INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) ® FIRE ALARM PULL SWITCH D HORN/STROBE O OR/ A /SMOKE DETECTOR: EDWARDS JRSIGA-PS 'l_J 'EIF BATH ROOM FAN LIGHT (BROAN S150L) x0 FIRE ALARM SPRINKLER TAMPER SWITCH FIRE ALARM SPRINKLER FLOW SWITCH ® OCCUPANCY SENSOR BY WATT STOPPER. EG ABBREVIATIONS EQUIPMENT GROUND NIL NIGHT LIGHT IG ISOLATED GROUND PC PULL CHAIN WP WEATHERPROOF C/T CURRENT TRANSFORMER EC EMPTY CONDUIT EX EXISTING DEVICE TO REMAIN EWH ELECTRIC WATER HEATER AFF ABOVE FINISH FLOOR EWC ELECTRIC WATER COOLER AFG ABOVE FINISH GRADE E/F-EF EXHAUST FAN U.O.N. UNLESS OTHERWISE NOTED A/H-AHU AIR HANDLING UNIT N.T.S. NOT TO SCALE ACC-CU CONDENSING UNIT NIC NOT IN CONTRACT RTU ROOF TOP UNIT TYP. TYPICAL FACP FIRE ALARM CONTROL PANEL VTC LB LOCK BREAKER GFI GROUND FAULT INTERRUPTER TTC TELEPHONE TERMINAL CABINET VIA TIME CLOCK NOTE: MOUNTING HEIGHTS NOTED ARE TO BOTTOM OF DEVICE SHOWN. U.O.N. [=� U C O CL O rLn V CU ro ao c UJM XU .L M c W-aU_ -C) wEco m � CL CU -L > w iM Fes— fn J U n � V _Z 0 J_ m Z cn a Q O J E E O O U 0 U- �� J Q N U c�� w U 06 0 U �-Y L �ma�n � Lu J 0 mleNa. w uj a v� 00 3 N 0 u.i O w a w w 0 v � w w z z R z m z o � N 0 � $ a w U w uwi o z 3' � z w z w ^ I NI I �I �1 1 Q I N N N N N N Z H �tM�ppp N w ��aVV� O WY0 C� = E101 Scale 1l8"=1'-0" z- aAa . SERVICE EQUIPMENT NEUTRAL • QUIPMENT BUS GROUNDING BUS BUILDING INTERIOR EXTERIOR STEEL #310 #3/0 UNDERGROUND METAL WATER PIPE CAP -OFF AT 6" ABOVE GROUND AT UTILITY TRANSFORMER LOCATION. 3/4" x 20' COPPER CAP -OFF FA 6"A.F.F. SEE SITE ELECTRICAL FOR BUILDINGS D AND F FOR THAT TRANSFORMER LOCATION. #6 CLAD GROUND RODS. ONCRETE-ENCASED 4" C (EMPTY W I PULL ELECTRODE CORD FOR FUTURE)F:'-_. -. • y.. • APPROX.150' ------------------ POWER RISER GROUNDING ELECTRODE CONDUCTOR DETAIL NTS N.T.S. 1. (NOT USED.) 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 5 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. 0 rw t, a v a .e U a E Z _ CU 6 0 Q 0 rL V (u ' co c 3 "L �M C WSJ � V w � cv rn am '^^L w I..L cM Fes>- U) J V V/ a 0 E E 0 U N� cu cn U£0 V �viato LLJ m2Na a 0 J D m J Q W 0 Z 0 Z 0 Lw 0 O N 0 ik w w� sn w LLI Z y Z LLI 0 H co f= Lu dl WIx U) ml 0 W OI W �I p�p U W d u-' w �+ W NI w C cm ab ail d> O �I O -I a I O �I O I O �I � pO N pp N N pO cmN pp N Z C) 13 H M 04 . � 0 WY � 04 W C�H Lu d 0 U E301 REFEI�.ENCES UTTER,. THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS. NEC NATIONAL ELECTRICAL CODE 2005 OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASA AMERICAN STANDARDS ASSOCIATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NEMA NATIONAL_ ELECTRICAL MANUFACTURERS ASSOCIATION UL UNDERWRITERS' LABORATORIES, INC. TES ILLUMINATING ENGINEERING SOCIETY ICEA INSULATED CABLE ENGINEERS ASSOCIATION ASTM AMERICAN SOCIETY OF TESTING MATERIALS rti ELECTRICAL TESTING LABORATORIES, INC. Ck3M CERTIFIED BALLAST MANUFACTURERS EIA ELECTRONIC INDUSTRIES ASSOCIATION FBC FLORIDA BUILDING CODE SECTION 1.6010 GENERAL PROVISIONS THE INTENT OF' THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR "THE OWNER'S OPERATION. ANY ITEM NO'T SPECIFICALLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPEC'S BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO 9E CONSIDERED A PART OF THE CONTRACT. THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. IF THE CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS THEIR RESPONSIBILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT IMMEDIATELY. IF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT THE CONTRACTOR WALL NOT BE COMPENSATED. ALL MATERIALS USED SHALL BEAR THE UNDERWRITER'S LABORATORY, INC. LABEL PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS (U.O.N.) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, N.F.P.A., NATIONAL ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, AND WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES INC., THE NATIONAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, AND THE OCCUPATIONAL SAFETY AND HEALTH ACT. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THESE DRAWINGS AND SPEC'S SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES. ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTION AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, AND BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY OTHER TRADES. EXAMINE THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL CONFINES OF THE AREA TO INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING FINISHED SUSPENDED CEILINGS. MAKE MODIFICATIONS THERETO AS REQUIRED AND APPROVED. TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR SHALL ORDER THE PROGRESS OF HIS WORK TO CONFORM TO THE PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITIONS OF THE BUILDING WILL PERMIT. ANY COST RESULTING FROM M THE DEFECTIVE OF ILL-TIMED WORK 0 PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR. ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND WEATHER. IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OBTAIN REPLACEMENT OR REPAIR. ANY SUCH REPAIRS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITECT/ENGINEER. CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECT/ENGINEER UNTIL INSTALLED. STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES. PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS THROUGH STRUCTURAL MASONRY AND CONCRETE WALLS OF FLOORS AND ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH BUILDING SURFACES. iF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT LEAST 1" AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING WALL GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR BARS. PREFABRICATED STEEL CHANNELS PROVIDING A HIGH DEGREE OF MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BY GLOB-STRUTT. KINDORF, AND UNISTRUT, MAY BE USED FOR MOUNTING GROUPS OF EQUIPMENT. AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWINGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE PERIOD AT NO ADDITIONAL COST TO THE OWNER, ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS AND SUBTRADE SPECIALISTS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING, LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL IF ELECTRICAL CONTRACTOR/GENERAL CONTRACTOR DOES NOT I SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SHOP DRAWINGS WILL ONLY BE REVIEWED TWICE AS PART OF THIS CONTRACT. ADDITION AL SHOP DRAWING REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. ALTERNATE SITE FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT-TO-POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT/ENGINEER. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER/OWNER OF THE COST OF THE REVISED WORK. ALL TIME OF DESIGN. N INFORMATION GIVEN ENGINEER ARCHITECT AT THE ME LOAD DATA HAS BEEN BASED 0 / VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. SECTION 16110 RACEWAYS AND BOXES STANDARDS EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE FOLLOWING: 1. RIGID STEEL CONDUIT a U.L STANDARD UL-6 b A.N.S.I. C80-1 c FEDERAL SPECIFICATION WW-C-581E 2. INTERMEDIATE METALLIC CONDUIT a U.L STANDARD UL-1242 b FEDERAL SPECIFICATION WW-C-581E 3. ELECTRICAL METALLIC TUBING a U.L STANDARD UL-797] b A.N.S.I. C80-3 c FEDERAL SPECIFICATION WW-C-563 4. FLEXIBLE STEEL CONDUIT a) U.L STANDARD UL-1 5. LIQUID TIGHT FLEXIBLE CONDUIT a) U.L STANDARD UL-360 6. NON-METALLIC CONDUIT a U.L STANDARD UL-651 b A.N.S.I. STANDARD F512 c N.E.M.A. STANDARD TC-2 d FEDERAL SPECIFICATIONS GSA-FSS AND W-C-1094-A 7. WIREWAYS AND AUXILIARY GUTTERS a) U.L STANDARD UL-870 DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES. ,7ECTFICATIONS HAVE BEIN Wf;yTPEN VgTH THE INTENT Of VARIOUS EQVIPM04T BUNG INSTALLIED. NOT ALL EQUIPMENT MAY BE REQUIRED ON THIS PROXC;r. WMIEW -JWER. LIWTING PLANS AND DETAILS FOR ITEMS AND/OR EQUIPMENT rRA'T 'AKA. APPLY TO THIS PRO,ECT. RAi'E9fA'Y TYPES STANDARD THREADED RIGID STEEL CONDUIT. 1. RIGID C014DUIT HEAVY WALL GALVANIZED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. INTERMEDIATE METALLIC CONDUIT 1. LIGHT WEIGHT RIGID STEEL CONDUIT. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. ELECTRICAL METALLIC TUBING 1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. 1 COUPLINGS AND C014NECTORS: a INDOOR AND IWO (0) INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET -SCREW TYPE FITTINGS. b 2. 1/2" SIZE AND LARGFF MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS. c) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS. 3. INDENT' TYPE FITTINGS SHALL NOT BE USED. 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. FLEXIBLE STEEL CONDUIT 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED !NSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRING CHANNEL 2. MAXIMUM LENGTH: (SIX 6) FEET. 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT" GROUNDING WARE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS W9TH INSULATING BUSHINGS. 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET. 2. CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE-PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOLDED VINYL SEALING RING BETWEEN GLAND NUT AND BUSHING AND NYLON INSULATED THROAT. NON-MATALUC RACEWAY 1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS 3. MATERIALS MUST HAVE A TENSILE STRENGTH OF 7,000-7,2CO PSI AT 73.4 DEGREES F., FLEXURAL STRENGTH OF 12.000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI. 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 3/4" GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT B!TUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. RACEWAYS IN HUNG CEILING SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T-BARS, Z-BARS, OR OTHER ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS. SECURE CONDUIT FIRMLY TO STEEL BY CUPS AND FITTINGS DESIGNED FOR THAT PURPOSE. INSTALL AS HIGH AS POSSIBLE. BUT NOT LESS THAN 1'-O" ABOVE HUNG CEILINGS. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW OR BEND. OUTLET, JUNCTION, AND PULL, BOXES CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES, IN INDOOR LOCATIONS, WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS. 2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC. 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED. 4. TAPERED THREADS FOR HUBS. GALVANIZED PRESSED STEEL OUTLET BOXES 1. GENERAL a) PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (4") INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED. 2. SWITCH AND RECEPTACLE BOX, INDOORS a) NOMINAL FOUR (4") INCH SQUARE, 1-1/2" OR 2-1/8" DEEP AS REQUIRED, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS. GANGABLE BOXES SHALL NOT BE USED. 3. TELEPHONE OUTLET BOX, INDOORS a) NOMINAL FOUR (4") INCH SQUARE, 2-1/8" DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS, GANGABLE BOXES SHALL NOT BE USED. 4. LIGHTING FIXTURE BOX a FOUR (4") INCH OCTAGON WITH 3/8" FIXTURE STUD. b� FOR SUSPENDED CEILING WORK, FOUR (4") INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED, AND TWO (2) PARALLEL BARS FOR SECURING TO THE CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE CONDUIT TO EACH FIXTURE. 5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED. BACK-TO-BACK OUTLETS IN THE SAME WALL, OR "THRU-WALL" TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE (12") INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A COMMON WALL TO MINIMIZE SOUND TRANSMISSION. PROVIDE TWENTY FOUR (24') INCH (MINIMUM) HORIZONTAL SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A FIRE RATED WALL TO MAINTAIN FIRE RATING. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHED. 40 P.V.C. THERE SHALL BE NO TYPE NM, MC, ELECTRICAL NON-MATALUC TUBING, AND FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF. SECTION 16120 WIRE AND CABLE PRODUCTS CONDUCTOR 1. ELECTRICAL GRADE ANNEALED COPPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH ASTM STANDARDS. MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND #14 FOR CONTROL WIRING. 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER. STRANDING 1. #12 AND #10 SOLID. 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS 8 STRANDING DESIGNATIONS. 3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS INSULATED SINGLE CONDUCTORS 1. TYPE THHN/THWN - FLAME RETARDANT. HEAT -RESISTANT THERMOPLASTIC INSULATION. NYLON JACKET RATED FOR 90 C DRY/75C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. 2. USE TYPE THHN/THWN OR RHW OR XHHW, RATED FOR 90 C. FOR FEEDER CIRCUITS. COLOR CODING 1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS: a) 120/208 VOLTS CODE i) PHASE A - BLACK i!) PHASE B - RED iii PHASE C - BLUE iv NEUTRAL - WHITE v) GROUND -GREEN b) 277/480 VOLT CODE i) PHASE A - BROWN if) PHASE B - ORANGE Iii) PHASE C - YELLOW iv) NEUTRAL - WHITE v) GROUND - GREEN 2. COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED BY COLOR TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS. CONNECTORS 1. MAKE CONNECTIONS, SPLICES, AND TAPS AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY AND ELECTRICALLY SECURE. PROTECT EXPOSED WIRES AND CONNECTING DEVICES WITH ELECTRICAL TAPE OR INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. 2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. SUPER 33+ SCOTCH VINYL ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURER AND ONE WHICH IS COMPATIBLE WITH CABLE AND RACEWAYS. EXECUTION WIRE AND CABLE 1. USE #12 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO FURTHEST OUTLET DOES NOT EXCEED 100 FEET (HORIZONTAL RUN) FOR 120-VOLT CIRCUITS OR 200 FEET FOR 277-VOLT CIRCUITS. USE #10 AWG OR LARGER FOR LONGER RUNS. PROM JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR.DE 2. FLASHOVER OR INSULATION VALUE OF J01 Q UNDERWRITERS' LABORATORIES LISTED CONNECTORS RATED TO 600 VOLTS FOR GENERAL USE AND 1,000 VOLTS FOR USE BETWEEN BALLASTS AND LAMPS OR GASEOUS DISCHARGE FIXTURES. 3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. GENERAL INSTALLATION 1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED SPLICES AND TERMINATION. 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY a UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT. b TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS. c CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. d DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. e DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS. f) MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. g) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL NOT BE EXCESSIVE AND CONDUCTORS WILL NOT TOUCH SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. h) FOR LARGE DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS. i) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE FIELD QUALITY CONTROL 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT. 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS. 3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS. a) TEST WITH MEGGER FOR INSULATION RESISTANCE b CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. c DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE COMPLIES WITH ICEA VALUES 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFTLUNG. SECTION 16140 WIRING DEVICES MC(MON SWITCHES 1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET"OPERATING AC TYPE, WITH TOGGILE OPERATOR, HEAT -RESISTANT PLASTIC HOUSING .AND SELF GROUNDING METAL. STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WARE.. VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS-896E. USE SINGLE -POLE, DOUBLE -POLE, 3-WAY, 4-'NAY, LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. PROVIDE IVORY COLOR UNLESS OTHERWISE NOTED. 2. WHERE S%V,TCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2' AND NOT MORE THAN 13' FROM TRIM. VERIFY EXACT LOCATION WFTH THE ARCHITECT. 3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS. 4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SVATcH. RECEPTACLES 1. UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U-SHAPED GROUND POSITION ON BOTTOM. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS do SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. A. SWITCHES: LEVITON #CS81-201 B. RECEPTACLES: LEVITON #BR20-1 C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE, GROUND FAULT INTERRUPTERS 1. SWAB ALL CONDUITS CLEAR OF MOISTURE 2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY. 3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANY ONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT. 4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED a) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM THE GFCI DEVICE. b) GFCI DEVICES LOCATED IN RESTP,OOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS. SECTION 16195 ELECTRICAL IDENTIFICATION PRODUCTS NAMEPLATES 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPER CASE LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES. 2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE. CABLE TAGS AND WARE IDENTIFICATION LABELS 1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON PIES. 2. WIRE MARKERS SHALL BE PREPRINGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES. EXECUTION SWITCHBOARDS. 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF INCOMING SECTION. 2. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE. PANELBOARDS 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF PANEL DISCONNECT SWITCHES 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES. SECTION 16431 SWITCHBOARDS PRODUCTS APPROVED MANUFACTURERS 1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANELBOARDS 2. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: a SQUARE D b CUTLER -HAMMER c GENERAL ELECTRIC d SIEMENS ITE RATINGS 1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS. ENCLOSURES 1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS. 2. PROVICE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. FINISH 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A RUST -INHIBITING PHOSPHATIZED COATING. COLOR AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61 LIGHT GRAY. 2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING. SECTION 16450 GROUNDING SUBMMAI:B 1. SUBMIT TEST REPORTS CER11FYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. PRODUCTS MATERIALS 1. GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON DRAWINGS. 2 GROUND RODS: a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. b DIAMETER: 5/8 INCH. USE 3/4 INCH FOR ROCKY SOIL c LENGTH: 10 FEET. GENERAL 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEMS THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING DQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT IS NOT LIMITED TO. FANS, PUMPS, CHILLERS, ETC. 5. PVC CONDUITS AND PORTIONS OF METALLIC PIPING AND DUCT SYSTEMS WHICH ARE ISOLATED BY FLEXIBLE CONNECTIONS, INSULATED COUPLINGS, ETC., SHALL BE BONDED TO THE EQUIPMENT GROUND WITH A FLEXIBLE BONDING JUMPER, OR SEPARATE GROUNDING CONDUCTOR. SEPARATELY DERIVED SYSTEMS 1. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC., OR AN ALTERNATE GROUNDING MEANS. 2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 3. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AS APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 OF THE N.E.C.. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. ISOLATED GROUND RECEPTACLES 1. ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES. 2. PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE RECEPTACLES WHICH ARE ISOLATED. ROUTE GROUND CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS IN A COMMON RACEWAY. 3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES. GROUND CONDUCTORS 1. SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE. SECTION i6460 NOT USED ON THIS PROJECT GENIE UL 1. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE 3 5TEM DESIGN IS BASED ON SQUARE "D'; HOWEVER, COMPARABLE EQUIPMENT BY G.E., & SOMENS ONLY WILL BE ACCEPTABLE ALTERNATES. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 2. ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND SERIES RATED, AS PER SQUARE "D" SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS SUBSTITUTED, IT IS THE RESPONSIBILTY OF THE ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS. 3. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANIBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVCE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 4. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SIIICHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. wv. voll-VOR INSTALLATION 1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE NOTED. 2. WHERE FLUSHED MOUNTED, -IHE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. 3. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS & BETTS NYLON "TY-R/,PS OR APPROVED EQUAL AT MINIMUM 4 INCH INTERVALS. 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODAL WORK OR CHANGES, TRACE CIRCUITS TO DETFJ2MlNE LOADS AND PROVIDE NEW UPDATED DIRECTORY. TOUCH UP AND CLEANING 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT. 2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT. SECTION 16475 FUSES 600V AND LESS GENERAL 1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR UTTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER, 600 AMPS SHALL BE CLASS V. INSTALLATION 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE ENERGIZED. 2. PROVIDE AND INSTALL FUSES OF PROPER TYPE, VOLTAGE AND AMPERE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. 3. LABELS a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER, OR PANEL BOARD DOOR OR AT LOCATION NEXT TO FUSE CUPS, WHERE FUSES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FILL-IN IN INK BLANK SPACES ON LABELS FOR NON-STANDARD FUSES WITH APPROPRIATE FUSE DATA. SECTION 16476 DISCONNECT SWITCHES GENERAL 1. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK --BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSIONS PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. SECTION 16500 LUMINAIRES AND ACCESSORIES PRODUCTS LUMINAIRES 1. ACCEPTABLE MANUFACTURERS ARE LISTED IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. 2. THE DESIGNATIONS INDICATED ON THE LIGHTING FIXTURE SCHEDULE ARE A DESIGN SERIES REFERENCE (NOT NECESSARILY A COMPLETE CATALOG NUMBER) AND DO NOT NECESSARILY REPRESENT THE NUMBER, SIZE, VOLTAGE, WATTAGE, TYPE OF LAMP, BALLAST, FINISH TRIM, CEILING TYPE, MOUNTING HARDWARE OF SPECIAL REQUIREMENTS AS SPECIFIED HEREINAFTER ON AS REQUIRED BY THE PARTICULAR INSTALLATION(S) AND CODE. CONTRACTOR SHALL VERIFY THESE REQUIREMENTS AND OTHER FIXTURES AS REQUIRED TO GIVE PROPER INSTALLATION PER THE CONTRACT DOCUMENTS AND PER CODES. BALLASTS 1. IT IS PREFERRED THAT ALL BALLASTS SHALL BE OF THE SAME MANUFACTURER. EVERY EFFORT SHALL BE MADE TO ELIMINATE BALLASTS FROM MULTIPLE MANUFATURERS. BALLASTS WITHIN LUMINAIRES OF A GIVEN TYPE MUST HOWEVER BE OF THE SAME MANUFACTURER. MULTIPLE MANUFACTURERS WILL NOT BE PERMITTED. 2. APPROVED MANUFACTURERS. a) GENERAL ELECTRIC b MOTOROLA c MAGNETEK FABRICATION 1. PROVIDE LUMINAIRES, COMPLETE FACTORY -ASSEMBLED AND WIRED AND EQUIPPED WITH NECESSARY SOCKETS, BALLASTS, WIRING, REFLECTORS, CHANNELS, LENSES, ETC., AND DELIVER TO JOB READY FOR INSTALLATION. MATERIALS 1. PROVIDE BALLASTS WITH VOLTAGE CHARACTERISTICS TO MATCH THAT OF ALL RELATED CIRCUITRY INDICATED ON DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR FAILURE TO PROPERLY COORDINATE BALLAST VOLTAGE WITH CIRCUITRY. 2. BALLASTS FOR CONTROL OF LAMPS IN ONE HOUSING OR FIXTURE UNIT SHALL NOT CONTROL LAMPS OF AN ADJOINING UNIT. 3. GUARANTEE BALLAST FOR ONE FULL YEAR AND ONE YEAR PRORATED AS PER STANDARD MANUFACTURER'S WARRANTY AGAINST DEFECTS FOR A PERIOD OF 2 YEARS. GUARANTEE TO INCLUDE REPLACING DEFECTIVE BALLAST WITH NEW BALLAST. LAMPS 1. PROVIDE A COMPLETE SET OF NEW LAMPS IN EACH FIXTURE. 2. UNLESS NOTED OTHERWISE LAMPS MUST CONFORM TO THE FOLLOWING: a FLUORESCENT: T-8, 35K COLOR. b INCANDESCENT: "A" LAMPS TO BE INSIDE FROSTED RATED AT 130 VOLTS. c LOW VOLTAGE: MR-16. EXECUTION INSTALLATION 1. INSTALL LUMINAIRES IN MECHANICAL AND UNFINISHED AREAS AFTER DUCTWORK AND PIPING INSTALLATION. ADJUST FIXTURE LOCATIONS TO PROVIDE THE BEST LIGHTING FOR EQUIPMENT ACCESS AND S72V10E LOCATIONS. LOCATE FIXTURES 8 FEET 6 INCHES ABOVE FLOOR, OR AT SUITABLE LOCATIONS WITHIN SPACE ON WALLS BUT NOT LOWER THEN 7'-0' A.F.F. 2. THE CONTRACTOR SHALL PROTECT LUMINAIRES FROM DAMAGE DURING INSTALLATION OF SAME AND UP TO THE TIME OF ACCEPTANCE. ANY BROKEN LUMINAIRES, GLASSWARE, PLASTICS, LAMPS ETC., MUST BE REPLACED BY THE CONTRACTOR WITH NEW PARTS, WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 3. WHERE BALLASTS ARE FOUND TO BE PRODUCING EXCESSIVE NOISE THEY SHALL BE REPLACED. 4. INSTALL EXIT LIGHT AS INDICATED ON THE DRAWINGS BUT NOT HIGHER THAN 10 FEET A.F.F. SIZE AND COLOR OF LETTERING SHALL COMPLY WITH LOCAL CODES. 5. TRACK LUMINAIRES, ADJUSTABLE LUMINAIRES, FLOODLIGHTS AND ACCENT LIGHTS SHALL BE AIMED AS DIRECTED BY THE ARCHITECT/ENGINEER. OUTDOOR LIGHTING SHALL BE AIMED IN PERIODS OF DARKNESS. 6. PLUMB ALL OUTDOOR LIGHTING STANDARDS TO TRUE VERTICAL FOR BOLTED POLES, PROVIDE GALVANIZED ANCHOR BOLTS AND NUTS. PLUMB USING A NUT ABOVE AND BELOW THE BASE PLATE ON THE ANCHOR BOLTS. PACK GROUT BETWEEN BASE PLATE AND CONCRETE FOOTING AND PROVIDE DRAIN HOLE BELOW BASE PLATE TO PREVENT ACCUMULATION OF MOISTURE INSIDE POLE BASE. PROVIDE TWO PIECE OR INDIVIDUAL COVERS FOR NUTS EXPOSED ABOVE THE BASEPLATE OF THE SAME COLOR AS THE POLE. GROUND ALL METAL LIGHTING STANDARDS. SECTION 16610 SURGE PROTECTION 1. PROVIDE MOV TYPE ARRESTER ON THE MAIN SERVICE DISCONNECT(S) PER NEC ART. 280 AND CENTRAL FLORIDA LOCAL AMENDMENTS. 2. POWER PANEL SURGE PROTECTORS, WHERE SHOWN ON THE PLANS SHALL BE MOV SINGLE -STAGE TYPE 50,000 KA PER PHASE. EDCO OR EQUAL - SECTION 16721 FIRE ALARM SYSTEMS SUBHIITAIS 1. SUBMIT PRIOR TO ORDERING EQUIPMENT - a) WIRING DIAGRAMS SHOWING CONNECTIONS BETWEEN ALL SYSTEM COMPONETS. b DESCRIPTION OF SYSTEM OPERATION. c ANNUNCIATOR SCHEDULE SHOWING TITLES FOR EACH FIRE ALARM AND SUPERVISORY ZONE. d MANUFACTURER'S LITERATURE MARKED TO SHOW MODEL AND CATALOG NUMBER FOR ALL EQUIPMENT. e MANUFACTURER'S INSTALLATION INSTRUCTIONS, OPERATIONS AND MAINTENANCE INSTRUCTIONS. A COMPLETE LAYOUT OF THE ENTIRE SYSTEM INCLUDING CONDUIT ROUTING, CONDUIT SIZES, WARE SIZES AND TYPES. g PROVIDE A COLOR CODE SCHEDULE FOR WIRING. h BATTERY SIZING CALCULATIONS INDICATING CIRCUIT LOADING AND POWER SUPPLY LOADING. VOLTAGE DROP CALCULATIONS SHALL BE SUBMITTED FOR ALL NOTIFICATION APPLIANCE CIRCUITS EXCEEDING 1.5 AMPS OR 300' LENGTH. I) SUBMITTALS SHALL BE AS A COMPLETE SET. PARTIAL SUBMITTAL WILL NOT BE ACCEPTABLE. 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