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HomeMy WebLinkAbout314 W Lake Mary Blvd (a)SEE CIVIL ENG. DRAWINGS FOR PEDESTRIAN CROSSWALK INFORMATION SEE DETAIL 3 /A8.05 FOR STRUCT. DETAILS THIS AREA INDICATES WIND PRESSURES FOR T-1" MODIFIED STOREFRONT SYSTEM. - PROVIDE PRODUCT APPROVAL AND SHOP DRAWINGS FOR REVIEW AND APPROVAL. TYP. I O I +37.8 I 8.8 ; EXIST FIRE LINES TO REMAIN EXISTING_ STORML_INE_S_ TO REMAIN EXIST. 2" DOMESTIC WATER TO REMAIN W-1 SEE DET. 3/A8.01 EXIST'G 1 -HOUR TENANT I P-1 SEPARATION. UL #465 SEE DET.1/A8.01. G.C. TO VERIFY CONDITION AND RATING OF EXISTING M 4- ------------- 13'-6 -----------13'-6 3/8" 5'-0" W1 RELOCATED FACP > I ao I EXISTING FIRE SPRINKLER RISER P-4 I (30) 3 yrs @ 35 S.F EA. =1,050 S.F. REQ. 1,050 S.F. PROVIDED I 112 I -------------- NEW -----------NEW SLAB NOTE: PROVIDE NEW 4" THICK 3,000 PSI CONCRETE SLAB W/ 6X6 - W1.4 X W1.4 WELDED WIRE FABRIC OVER 6 MIL VAPOR BARRIER OVER TERMITE TREATED, COMPACTED SOIL. (PROVIDE DESITY TESTS FOR APPROVAL) PROVIDE SAW CUT JOINTS @ 15' O.C. MAX P -4 s7 3116" =1'-0" EXISTING ADJACENT TENANT (MECANTILE) P-4( I L RINKNG (22) 2 yrs @ FOUDNTA NI SEE 35 S.F EA. = 770 S.F. REQ. L- � DTL. 9/A.00 770 S.F. PROVIDED 10 ED 111 3-8" 5'-0" PROVIDE MOVEABLE PLATFORM WITH AN N IMPERVIOUS SURFACE THAT CAN BE EASILYP 3 OD CLEANED AND SANITIZED OR DISINFECTED. PROVIDE ATN ALL FIXTURE LOCATIONS NOT AT P 3 CHILD HEIGHT. TYP. HALLWAY P-1 114 P-3 W1 " E1 W1 5-0- 2'-2" 2'-21/2" S-0" '-0 6-0" 10 --- ------------------------------------------------------------------------------------- ------ TILTED MIRROR vI ^' W �. EXISTG 1 -HOUR TENANT SEPARATION. UL N #B-306 Rm Name 10 LB. ABC FIRE EXTINIGUISHER wt o w RECEPTION Y P-4 N #465 SEE DET. 1/A8.01. G.C. TO L C SEE DET. 1/A8.01 Cn'E 1/4' TEMPERED GLASS FIXED W1 COORDINATE LOCATION WITH FIRE 7O -J PLAYGROUND t2 --- VERIFY CONDITION AND RATING OF P-1 (TENANT SEPARATION) 12 WINDOW. SEE DETAIL 5 / HALLWAY ENTRY MARSHALL. TYP. SEE DTL. 8/A8.01 CQ N 0 104 4 (1) (2) EXISTING �v - ~ 0 T ii A8.01. NP. 114 LSize _ I `u I Remarks CHILD HEIGHT A8 02 W1 W1 P-3 AL 7 -4 „ W1 W1 W1 P-3 W1 W1 4'-0" 6'-0" 6'-0" --0. 5'-0" '-0 1'-8 3'-0" X 70" BB HALLWAY AL 8.9- 910 IMPACT (1) (2) (3) I SEE DETAIL 1 /A8.05 FOR STRUCT. 114 I - �A1.00 V - - - in A8.03 A8.0 P-3 U. 0 '-0" '-0 5'-0" 2 -2" 10 VINYL 2'-2" 5'-0" to _ �� 5'-0" '-0 5'-0" 2'-2" to A to 2' 5'-0" ' 0 5'-0" - - 0W '11 _P-11 11 12 8,930 GYP. BD I PAINT SUSP. CTG. ® NOT USED V 5'-8" FLOORING 1' 9" ADULT HEIGHT eo 5" II \ 107 CLASSROOM 50 T-0" X T-0" C 13/41, WD/GL _FF -'NA CLASSROOM MTL I GYP. BD / PAINT ENTRANCE LOCK 10'-0" (1) (2) FIXTURES '�' I III I 1 115 �! i 12 VINYL GYP. BD / PAINT :q STAFF 1 1 TOILET �/ ` I STAFF 1 TOILET �♦ 1 / El FL RIN © T-0" X T-0" A 13/4" WD/SC PT ].� TO BE REMOVED AND STOREFRONT MTL P-4 SUSP. CLG. PLAYGRND I P-3 7 T-0" X T-0" ` 115 DOORS TO BE INSTALLED - PROVIDE 115 PT I RECEPTION DESK ENT I P-4 = COORDINATE LOCATION WITH FIRE SHOP DRAWINGS P-4 = LW / (1) (2) 112 MARSHALL. TYP. SEE DTL. 8/A8.01 FLOATING VINYL TEMP GYP. BD /PAINT i I A8.03 A8.03 (1) (2) ELECT. STRIKE. ALARM SEE DTL 7/A8.01 3'-0" X T-0" A 12 $o PT --- TO BE REMOIVED AND STOREFRONT MTL FLOATING VINYL VINYL STOREROOM LOCK LOBBY 10'-0" TO BE INSTALLED - PROVIDE SHOP (12) 1 yrs @ 35 S.F EA. = 420 S.F. REQ. (12) 1 yrs @ EA. = 420 REQ. ` VINYL (12) 3.12 MONTHS @ (12) 3-12 MONTHS @ DRAWINGS. SEE DTLS ON SHEET (1) (2) CLOSER MSO Job A8.03 EPDXY PT 35 S.F S.F. -48 RJ -FLOATING VINYL FLOORING: EMBOSSED HEATHERSTONE, HLVP5002-C, DV 740-C (CONTACT: JESUS AZCUY 786-306-5537) 35 S.F EA. = 420 S.F. REQ. 35 S.F EA. = 420 S.F. REQ. ROOM FINISH SCHEDULE REMARKS: - Digitally sign • o _ o _ 13/4" WD/GL PT 420 S.F. PROVIDED 420 S.F. PROVIDED MTL EXIT ENCLOSURE CLASS "B" 420 S.F. PROVIDED 420 S.F. PROVIDED A8.03 A8.03 11 T-0" X T-0" A REF. WD/SC PT Ow1 w1 W1 O O� q W, 12 w, A 13/4" WD/GL PT TEMP MTL in P 4 IV PASSAGE LOCK NOM. 8" X 36" VIEW GLASS A803 A8.03 " 109 108 107 106 P-3 ROOM SIGN BE 2"" 2tr P-4 LOCATED AS PER FBC SECT.# VISION PNL - DR. #12 11-4,30.6 TYP, WHERE REOINRED » 3 - 0 wt M Nco VISION PNL o � rn 00O O / FOOD PREP KITCHEN CAB % \ i in / Nil MOVEABLE DIAPER A AA B BB C DOOR NOTES: MOVEABLE DIAPER 1. FINAL COORDINATION OF KEYING FUNCTIONS AND HARDWARE SHALL BE WITH OWNER I TENANT O 103 COUNTER SEE DTL 5C/A8.0 O 4. LOCKS OR LOCKSETS TO BE MEDIUM DUTY COMMERCIAL GRADE OR EQUAL SOLID CORE WOOD DOORS TO BE PAINT GRADE 6. SUPPLY SMOKE RATED WEATHERSTRIP AND DOOR BOTTOMS AT ALL COORIDOR DOORS 'TORMOE EXIT ALARM ON ALL DOORS TO EXTERIOR CHANGING STATION.TYP. 8. PROVIDE FINGER GUARD ON ALL DOORS - SEE DTL 121A8.01 9. EXTERIOR DOORS TO HAVE WEATHERSTRIPPING AND THRESHOLDS 10. PROVIDE CLOSERS AT ALL EXTERIOR DOORS, ALL DOORS IN SMOKE PARTITIONS AND DOORS WITH PANIC HARDWARE CHANGING STATION.TYP. 11. EVERY BATHROOM AND CLOSETISTORAGE ROOM DOOR LOCKS SHALL BE DESIGNED TO ALLOW OPENING OF THE LOCKED DOOR FROM THE OUTSIDE BY AN OPENING DEVICE THAT SHALL BE READILY ACCESSIBLE TO THE STAFF V1 ADULT HEIGHT 34" AFF wt o ADULT HEIGHT 34" AFF DIAPER CHANGING "' DIAPER CHANGING O P-2 DIRECTOR'S OFFICE " SINK W/ HOT WATER SINK W/ HOT WATER Y PROVIDE NON -PERMEABLE, PROVIDE NON -PERMEABLE, SHELVES -SEE DTL.11/A8.01 P-2 M.S. _ - 102 CLEANABLE BARRIER CLEANABLE BARRIER BETWEEN SINKS 24"x 24" P-4 INDICATES UPPER BETWEEN SINKS, 24"x 24" P-2 STORAGE 1 JANITOR a UJI g I ADULT HEIGHT 34" AFF SINK HOT WATER CABS. TYP. ADULT HEIGHT 34" AFF UTENSIL SINK HOT WATER 105 WH 0< UTENSIL -- -------- ------- ------- --------18-0------- ------ ---- ----- --- - 18'10" 0'9112" 8'10' 16-10" $„ W Z W-1 EXISTING ADJACENT INDICATES NEW 1 -HOUR SEA8.01. N. UL #465 P-1 EXISTG 1 -HOUR TENANT TENANT (ASSEMBLY) SEE DETTENANT SEPARATION. UL 11465 U SEE DET. SEE DET. 1/A8.01. G.C. TO a 3/A8.01 PROVIDE STENCILED NOTE ABOVE VERIFY CONDITION AND RATING OF EXISTING CEILING: "SMOKE OR FIRE BARRIER PARTIALFLOOR P LAN - PROTECT ALL OPENINGS PER 712.6" SEE DETAIL 3 /A8.05 FOR STRUCT. DETAILS THIS AREA INDICATES WIND PRESSURES FOR T-1" MODIFIED STOREFRONT SYSTEM. - PROVIDE PRODUCT APPROVAL AND SHOP DRAWINGS FOR REVIEW AND APPROVAL. TYP. I O I +37.8 I 8.8 ; EXIST FIRE LINES TO REMAIN EXISTING_ STORML_INE_S_ TO REMAIN EXIST. 2" DOMESTIC WATER TO REMAIN W-1 SEE DET. 3/A8.01 EXIST'G 1 -HOUR TENANT I P-1 SEPARATION. UL #465 SEE DET.1/A8.01. G.C. TO VERIFY CONDITION AND RATING OF EXISTING M 4- ------------- 13'-6 -----------13'-6 3/8" 5'-0" W1 RELOCATED FACP > I ao I EXISTING FIRE SPRINKLER RISER P-4 I (30) 3 yrs @ 35 S.F EA. =1,050 S.F. REQ. 1,050 S.F. PROVIDED I 112 I -------------- NEW -----------NEW SLAB NOTE: PROVIDE NEW 4" THICK 3,000 PSI CONCRETE SLAB W/ 6X6 - W1.4 X W1.4 WELDED WIRE FABRIC OVER 6 MIL VAPOR BARRIER OVER TERMITE TREATED, COMPACTED SOIL. (PROVIDE DESITY TESTS FOR APPROVAL) PROVIDE SAW CUT JOINTS @ 15' O.C. MAX P -4 s7 3116" =1'-0" EXISTING ADJACENT TENANT (MECANTILE) P-4( I L RINKNG (22) 2 yrs @ FOUDNTA NI SEE 35 S.F EA. = 770 S.F. REQ. L- � DTL. 9/A.00 770 S.F. PROVIDED 10 ED 111 3-8" 5'-0" PROVIDE MOVEABLE PLATFORM WITH AN N IMPERVIOUS SURFACE THAT CAN BE EASILYP 3 OD CLEANED AND SANITIZED OR DISINFECTED. PROVIDE ATN ALL FIXTURE LOCATIONS NOT AT P 3 CHILD HEIGHT. TYP. HALLWAY P-1 114 P-3 W1 " E1 W1 5-0- 2'-2" 2'-21/2" S-0" '-0 6-0" 10 P4 � CHILD HEIGHT 11 FIXTURES. SEE u SHEET A8.02 (20) 4 yrs @ 35 S.F EA. = 700 S.F. REQ. t2 705 S.F. PROVIDED o P-4 113 EXISTING OVERHEAD DOORS TO BE REMOIVED AND STOREFRONT TO BE INSTALLED - PROVIDE SHOP DRAWINGS 0 / O +37. w-1 �8. SEE DET NOTE: 3/A8.01 THESE TWO WINDOWS TO HAVE SOLAR HEAT GAIN COEF. = 0.25 (22) 2 yrs @ 35 S.F EA. = 770 S.F. REQ. wt 770 S.F. PROVIDED N 110 8 29'-8" 0 I I EXISTING WALK AND CONPY I I I I I - EXIST. STOREFRONT I I I I I I I I I I I OU EXISTING STORE- I FRONT DOOR TO REMIAN. PROVIDE EXIT ALARM I EXIST. STOREFRONT I I I I I I •--------I NOTE: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY RESPONDERS NON -FORCIBLE ENTRY INTO THE BUILDING DURING NON -BUSINESS HOURS. A KEY SAFE CAN BE ORDERED Q FROM WWW.KNOXBOX.COM. 2 W W-1 ? J SEE DET. a 31A8.01 ') City of Oil and Grease Programal ' Initials & Date = = J I NOTE EXISTING HM DOOR +37. TO BE REMOIVED AND STOREFRONT -48 DOORS TO BE INSTALLED - PROVIDE SHOP DRAWINGS SEE DET. 3/A8.01 W-1 GATES: SWING TYPE WITH PERIMETER FRAME; OPERATING HARDWARE WELDED FRAME WITH PANIC HARDWARE AT ALL EXTERIOR GATES, INSTALL SAFETY FINISH AT ALL PANIC HARDWARE INSTALLATION TO PREVENT ACCESS NOTE: TO PLAYGROUND FROM EXTERIOR. TYPICAL PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY RESPONDERS NON -FORCIBLE ENTRY INTO THE BUILDING DURING NON -BUSINESS HOURS. A KEY SAFE CAN BE ORDERED FROM WWW.KNOXBOX.COM. 6 FOOT HIGH VINYL ►�- INDICATES WIND PRESSURES FOR MODIFIED COATED CHAIN STOREFRONT SYSTEM. PROVIDE PRODUCT LINK FENCE. TYP. APPROVAL AND SHOP DRAWINGS FOR REVIEW AND APPROVAL. TYP. HC DRINKING I PLAYGROUND FOUNTAIN -SEE I LINE OF NEW CANVAS 100 DTL. 9/A.00 I CANOPY ABOVE. TYP. UNDER SEPARATE PERMIT PERMA-GRASS GROUND SURFACE USED FOR THE PROPOSED PLAYAREA IS STABLE, FIRM, AND SLIP RESISTANT AND COMPLIES WITH FBC ACCESSIBILITY SECT.302. PARTIAL FLOOR PLAN SEE APPROVED CILVIL PLANS THIS AREA DOOR SCHEDULE YL 16 ULINE H-1132 (ONE OVER EVERY SINK AND KITCHEN SINK) TILTED MIRROR vI ^' W �. I 5'-0" N #B-306 Rm Name � wt 114' TEMPERED GLASS FIXED BOBRICK Y P-4 N Y L C M Cn'E WINDOW. SEE DETAIL 5 / W1 z ^ i PLAYGROUND t2 --- A8.01. TYP. OLMMMMM 12 CV ENTRY P-3 CQ aL) SUSP. CLG. 10'-0" (1) (2) �v - ~ 0 T ii (D LSize _ I `u I Remarks CHILD HEIGHT A8 02 BB 113/4" AL AN / 1 115 FIXTURES. SEE SHEET A8.02 AL VINYL FRP TO 60" A.F.F. GYP. BU / PAINT INSTALL PANIC HDW. ALARM A8.03 A8.03 A8.03 -40 ,�� 3'-0" X 70" BB HALLWAY AL 8.9- 910 IMPACT (1) (2) (3) I SEE DETAIL 1 /A8.05 FOR STRUCT. 114 I - �A1.00 V I PROVIDE PANIC HDW, A8.03 A8.0 P-3 U. 0 DETAILS THIS AREAPROVIDE JANITOR CLOSET \ VINYL FRP TO 60" A.F.F. SUSP. CLG. EXIT ALA ALL DOORS LEADING TON I EXTERIOR. TYP. l-1-5-1 / I T-0" X T-0" A 13/4" MTL 112 - - 0W 10 10 11 12 STOREROOM LOCK GYP. BD I PAINT SUSP. CTG. ® NOT USED V 5'-8" FLOORING 1' 9" 5'-1" 5" 2'-0" 107 CLASSROOM 50 T-0" X T-0" C 13/41, WD/GL PT 108 CLASSROOM MTL VINYL GYP. BD / PAINT ENTRANCE LOCK 10'-0" (1) (2) 109 CLASSROOM VINYL GYP. BD / PAINT TEMP 10'-0" EXISTING METER ROOM EXISTING HM DOUBLE DOOR FL RIN © T-0" X T-0" A 13/4" WD/SC PT --- TO BE REMOVED AND STOREFRONT MTL GYP. BD / PAINT SUSP. CLG. PLAYGRND I A8.03 A8.03 7 T-0" X T-0" 10 LB. ABC FIRE EXTINIGUISHER DOORS TO BE INSTALLED - PROVIDE WD/GL PT 1/4" ENT I MTL = COORDINATE LOCATION WITH FIRE SHOP DRAWINGS GYP. BD / PAINT SUSP. CLG. / (1) (2) 112 MARSHALL. TYP. SEE DTL. 8/A8.01 FLOATING VINYL TEMP GYP. BD /PAINT i I A8.03 A8.03 (1) (2) ELECT. STRIKE. ALARM EXISTING HM DOUBLE DOOR 3'-0" X T-0" A 13/4" MTL PT --- TO BE REMOIVED AND STOREFRONT MTL FLOATING VINYL VINYL STOREROOM LOCK A8.03 A8.03 10'-0" TO BE INSTALLED - PROVIDE SHOP 115TOILET ROOM ` VINYL CERAMIC TILE TO 60"A.F.F MM R 77P. BD. DRAWINGS. SEE DTLS ON SHEET (1) (2) CLOSER +37. NOT USED Job A8.03 EPDXY PT Sheet -48 RJ -FLOATING VINYL FLOORING: EMBOSSED HEATHERSTONE, HLVP5002-C, DV 740-C (CONTACT: JESUS AZCUY 786-306-5537) -TILE IS ROCA. AFNOL003R-1224 NOLITO GRAFITO 12 BY 24R BRICK LAID P4 � CHILD HEIGHT 11 FIXTURES. SEE u SHEET A8.02 (20) 4 yrs @ 35 S.F EA. = 700 S.F. REQ. t2 705 S.F. PROVIDED o P-4 113 EXISTING OVERHEAD DOORS TO BE REMOIVED AND STOREFRONT TO BE INSTALLED - PROVIDE SHOP DRAWINGS 0 / O +37. w-1 �8. SEE DET NOTE: 3/A8.01 THESE TWO WINDOWS TO HAVE SOLAR HEAT GAIN COEF. = 0.25 (22) 2 yrs @ 35 S.F EA. = 770 S.F. REQ. wt 770 S.F. PROVIDED N 110 8 29'-8" 0 I I EXISTING WALK AND CONPY I I I I I - EXIST. STOREFRONT I I I I I I I I I I I OU EXISTING STORE- I FRONT DOOR TO REMIAN. PROVIDE EXIT ALARM I EXIST. STOREFRONT I I I I I I •--------I NOTE: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY RESPONDERS NON -FORCIBLE ENTRY INTO THE BUILDING DURING NON -BUSINESS HOURS. A KEY SAFE CAN BE ORDERED Q FROM WWW.KNOXBOX.COM. 2 W W-1 ? J SEE DET. a 31A8.01 ') City of Oil and Grease Programal ' Initials & Date = = J I NOTE EXISTING HM DOOR +37. TO BE REMOIVED AND STOREFRONT -48 DOORS TO BE INSTALLED - PROVIDE SHOP DRAWINGS SEE DET. 3/A8.01 W-1 GATES: SWING TYPE WITH PERIMETER FRAME; OPERATING HARDWARE WELDED FRAME WITH PANIC HARDWARE AT ALL EXTERIOR GATES, INSTALL SAFETY FINISH AT ALL PANIC HARDWARE INSTALLATION TO PREVENT ACCESS NOTE: TO PLAYGROUND FROM EXTERIOR. TYPICAL PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY RESPONDERS NON -FORCIBLE ENTRY INTO THE BUILDING DURING NON -BUSINESS HOURS. A KEY SAFE CAN BE ORDERED FROM WWW.KNOXBOX.COM. 6 FOOT HIGH VINYL ►�- INDICATES WIND PRESSURES FOR MODIFIED COATED CHAIN STOREFRONT SYSTEM. PROVIDE PRODUCT LINK FENCE. TYP. APPROVAL AND SHOP DRAWINGS FOR REVIEW AND APPROVAL. TYP. HC DRINKING I PLAYGROUND FOUNTAIN -SEE I LINE OF NEW CANVAS 100 DTL. 9/A.00 I CANOPY ABOVE. TYP. UNDER SEPARATE PERMIT PERMA-GRASS GROUND SURFACE USED FOR THE PROPOSED PLAYAREA IS STABLE, FIRM, AND SLIP RESISTANT AND COMPLIES WITH FBC ACCESSIBILITY SECT.302. PARTIAL FLOOR PLAN SEE APPROVED CILVIL PLANS THIS AREA DOOR SCHEDULE YL 16 ULINE H-1132 (ONE OVER EVERY SINK AND KITCHEN SINK) TILTED MIRROR vI ^' W �. LLCD N #B-306 Rm Name � O ROBE HOOK BOBRICK Y U- m Z C) N Y L C M Cn'E 0 = z ^ i PLAYGROUND PERMA- --- .... ---- -- ofa O t�: .• Pu "r"� 4t �;� . CV ENTRY ♦V CQ aL) SUSP. CLG. 10'-0" (1) (2) �v - ~ 0 T ii (D LSize _ I `u I Remarks O1 S-0" X T-0" BB 113/4" AL AN IMPACT FOOD PREP. AL VINYL FRP TO 60" A.F.F. GYP. BU / PAINT INSTALL PANIC HDW. ALARM A8.03 A8.03 A8.03 20 3'-0" X 70" BB 13/4" AL AN IMPACT (1) (2) (3) AL = = = PROVIDE PANIC HDW, A8.03 A8.0 18.03 U. 0 105 JANITOR CLOSET CER. TILE VINYL FRP TO 60" A.F.F. SUSP. CLG. 91-011 ALARM O3 T-0" X T-0" A 13/4" MTL PT --- 0W MTL 10 11 12 STOREROOM LOCK GYP. BD I PAINT SUSP. CTG. ® NOT USED V i FLOORING >- M W �= 107 CLASSROOM 50 T-0" X T-0" C 13/41, WD/GL PT 108 CLASSROOM MTL VINYL GYP. BD / PAINT ENTRANCE LOCK 10'-0" (1) (2) 109 CLASSROOM VINYL GYP. BD / PAINT TEMP 10'-0" (1) (2) A A FL RIN © T-0" X T-0" A 13/4" WD/SC PT --- FLOATING VINYL MTL GYP. BD / PAINT SUSP. CLG. CLOSER A8.03 A8.03 7 T-0" X T-0" C 13/4" WD/GL PT 1/4" MTL = FLOATING VINYL FLOORING INSTALL PANIC HDW GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) 112 CLASSROOM FLOATING VINYL TEMP GYP. BD /PAINT SUSP. CTG. A8.03 A8.03 (1) (2) ELECT. STRIKE. ALARM 8 3'-0" X T-0" A 13/4" MTL PT --- 20 MIN MTL FLOATING VINYL VINYL STOREROOM LOCK A8.03 A8.03 10'-0" (1) (2) 115TOILET ROOM CER. TILE VINYL CERAMIC TILE TO 60"A.F.F MM R 77P. BD. Y-0„ (1) (2) CLOSER 9 NOT USED Job M.R. GYP. BD. EPDXY PT EPDXY PT Sheet -FLOATING VINYL FLOORING: EMBOSSED HEATHERSTONE, HLVP5002-C, DV 740-C (CONTACT: JESUS AZCUY 786-306-5537) -TILE IS ROCA. AFNOL003R-1224 NOLITO GRAFITO 12 BY 24R BRICK LAID •BASEBOARDS: CHARCOAL GRAY ROOM FINISH SCHEDULE REMARKS: - Digitally sign 10 T-0" X T-0" C 13/4" WD/GL PT " TEMP CORRIDORS CLASS "C" it is attach MTL EXIT ENCLOSURE CLASS "B" PA A E L K = CLOSER Arc A8.03 A8.03 11 T-0" X T-0" A 13/4' WD/SC PT - MTL A8.03 A8.03 PRIVACY L = CLOSER 12 Y-0" X T-0" A 13/4" WD/GL PT TEMP MTL in IV PASSAGE LOCK NOM. 8" X 36" VIEW GLASS A803 A8.03 ROOM SIGN BE 2"" 2tr LOCATED AS PER FBC SECT.# VISION PNL - DR. #12 11-4,30.6 TYP, WHERE REOINRED » 3 - 0 66 VISION PNL 00O O / \ i in / Nil A AA B BB C DOOR NOTES: 1. FINAL COORDINATION OF KEYING FUNCTIONS AND HARDWARE SHALL BE WITH OWNER I TENANT 2. ALL EXIT HARDWARE SHALL COMPLY WI P.B.C. AND F.B.C. 3. WALL STOPS AT ALL DOORS. TYPICAL 4. LOCKS OR LOCKSETS TO BE MEDIUM DUTY COMMERCIAL GRADE OR EQUAL SOLID CORE WOOD DOORS TO BE PAINT GRADE 6. SUPPLY SMOKE RATED WEATHERSTRIP AND DOOR BOTTOMS AT ALL COORIDOR DOORS 'TORMOE EXIT ALARM ON ALL DOORS TO EXTERIOR 8. PROVIDE FINGER GUARD ON ALL DOORS - SEE DTL 121A8.01 9. EXTERIOR DOORS TO HAVE WEATHERSTRIPPING AND THRESHOLDS 10. PROVIDE CLOSERS AT ALL EXTERIOR DOORS, ALL DOORS IN SMOKE PARTITIONS AND DOORS WITH PANIC HARDWARE 11. EVERY BATHROOM AND CLOSETISTORAGE ROOM DOOR LOCKS SHALL BE DESIGNED TO ALLOW OPENING OF THE LOCKED DOOR FROM THE OUTSIDE BY AN OPENING DEVICE THAT SHALL BE READILY ACCESSIBLE TO THE STAFF ROOM FINISH SCHEDULE YL 16 ULINE H-1132 (ONE OVER EVERY SINK AND KITCHEN SINK) TILTED MIRROR BOBRICK CM CM N #B-306 Rm Name � CU ROBE HOOK BOBRICK 0 U- m Z C) �- U opo M 0 = z 100 PLAYGROUND PERMA- --- .... ---- -- ofa O t�: .• Pu "r"� 4t �;� . 101 ENTRY FLFA'T'IN.G VINYL VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) - ~ 0 T r{�J z rn co ■ =v CO 102 OFFICE FLOATING VINYL VINYL GYP. BD / PAINT SUSP. CLG. I U-0" (1) (2) 103 FOOD PREP. CER. TILE VINYL FRP TO 60" A.F.F. GYP. BU / PAINT U P. L VINYL COATED)10'-O" (1) (2) (3) (4) 104 RECEPTIONIST FLOATING VINYL VINYL FRP TO 60" A.F.F. SUSP. CLG. 9'-0" (1) (2) (3) 0 J GYP. BD / PAINT U. 0 105 JANITOR CLOSET CER. TILE VINYL FRP TO 60" A.F.F. SUSP. CLG. 91-011 1 2 3 () ( )) { �wC0 O GYP. BD / PAINT LL. a 0W 106 CLASSROOM FLOATING VINYL VINY _ GYP. BD I PAINT SUSP. CTG. 10'-0" i1) (2) V i FLOORING >- M W �= 107 CLASSROOM FLOATING VINYL VINYL GYP. BD / PAINT2 SUSP. CLG. 10-0 (1) ( ) 108 CLASSROOM FLOATING VINYL VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) 109 CLASSROOM VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) Q FL RIN ZLU J 110 CLASSROOM FLOATING VINYL VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) r M REVISIONS DATE 1 REMOVE 11120 111 CLASSROOM FLOATING VINYL FLOORING VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) 112 CLASSROOM FLOATING VINYL VINYL GYP. BD /PAINT SUSP. CTG. 10'-0" (1) (2) 113 CLASSROOM FLOATING VINYL FlOnRING VINYL GYP. BD / PAINT SUSP. CLG. 10'-O" (1) (2) 114 HALLWAY FLOATING VINYL VINYL GYP. BD 1 PAINT SUSP. CTG. 10'-0" (1) (2) 115TOILET ROOM CER. TILE VINYL CERAMIC TILE TO 60"A.F.F MM R 77P. BD. Y-0„ (1) (2) AS NOTED Drawn HT Job M.R. GYP. BD. EPDXY PT EPDXY PT Sheet -FLOATING VINYL FLOORING: EMBOSSED HEATHERSTONE, HLVP5002-C, DV 740-C (CONTACT: JESUS AZCUY 786-306-5537) -TILE IS ROCA. AFNOL003R-1224 NOLITO GRAFITO 12 BY 24R BRICK LAID •BASEBOARDS: CHARCOAL GRAY ROOM FINISH SCHEDULE REMARKS: 1. SEE FINISH NOTE 2. TENANT TO SELECT SPECIFIC FINISHES AND PAINT COLORS 3. PROVIDE FRP BOARD TO 6-0" A.F.F. 4. PROVIDE CLEANABLE CEILING TILES FINISH NOTE: ALL / CEILING FINISHES SHALL COMPLY WITH The permissible amount of decorative materials meeting the TABLE 803.9 & 806.1.2 flame propagation performance criteria of NFPA 701 shall not COMBUSTIBLE DECORATIVE MATERIALS: exceed 10 percent of the specific wall or ceiling area to which CORRIDORS CLASS "C" it is attach ROOMS CLASS "C" EXIT ENCLOSURE CLASS "B" TOILET ACCESSORIES SCHEDULE TOWEL DISPENSER ULINE H-1132 (ONE OVER EVERY SINK AND KITCHEN SINK) TILTED MIRROR BOBRICK 93 SERIES W/ 5" S.S. SHELF #B-311214 SOAP DISPENSER BOBRICK #B-306 TOILET PAPER DISPENSER ULINE H-1127 (SINGLE CLEAR) ROBE HOOK BOBRICK #B-6117 PERMIT # " y �s F F I C E PARTITION LEGEND - PARTITION DETAILS A8.01 P 1 INDICATES EXISTING 1 -HR RATED PART ITION - SEE DTL 1/A8.01 (' 3/16" =1'-0" P 2 INDICATES NEW 1 -HR RATED PARTITION - EXTEND TO ROOF DECK- SEE DTL 1/A8.01 IRS'a� P 3 INDICATES SMOKE PARTITION -EXTEND TO ROOF DECK SEE DTL 2/A8.01 C v 1 P-4 INDICATES NEW PARTITION - SEE DTL. 2 SHT. A8.01 W-1 INDICATES EXISTINIG MASONRY WALL TO REMAIN - SEE DTL. #3 SHT. A8.01 NOTE: ALL INTERIOR PARTITIONS SHALL HAVE BOTTOM TRACK FASTENERS (3/4" PINS) SPACED MAX. 24" O.C. d I1 �I W a � Mrn N CMN ti U QQ � CD Z _ p� N W J LL S Q W W U- m Z C) �- U opo W O m H W LO J � M LO r01d the ofa O t�: .• Pu "r"� 4t �;� . _ -Tl ou, tU y ''� 1 • m I AR0015395 rY =US -.. 00 c F9FO.. ARGN` 5'00 - ~ 0 T r{�J z rn co ■ =v CO �LL o O W i� co 8 L) W 00 Om p N M Q 0 0 J U. 0 Z � � �wC0 O W LL. a 0W z o�- Z< < W Cf) ZOO V i W >- M W �= W _ V j m 0 0 0 LL >. aZ�� Z Ix Q W � Z J W Q J ZLU J . �t r M REVISIONS DATE 1 REMOVE 11120 DIW 2018 Q MISC. REV. 11/29 2018 Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A2.01 Of X/X Sheets �I W a 14 ka ---------- EXISTING No 49M STATa OF s�OA{p� This item has been electronically signed and sealed by Eugene Pilhuj, PE. On 12/11/2018 using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. LINE LEGEND -- — - — -— — COLD WATER — — — — HOT WATER 110'F — — HOT WATER 140'F — — HOT WATER 180'F ---------- HOT WATER RECIRC BEER/SODA LINES — - - - - - — NONPOTABLE WATER � WASTE ----------- EXIST. WASTE w N G GREASY WASTE — —G— —G— EXIST. GREASY WASTE ----------- VENT — GAS — — — — — — CONDENSATE — - - — - - — - - — RAIN WATER LEADER .....................•................... DEMO PIPING ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE CO WALL CLEAN OUT CW COLD WATER E EXISTING FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT N NEW PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SOV SHUT—OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER VTR VENT THRU ROOF VIF VERIFY IN FIELD FPC 2017 TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-1/2 OR LESS 1/4 3 TO 6" 1/8 8 OR LARGER 1/16 FPC 2017, 704.1: HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES. THE MINIMUM SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH TABLE 704.1. lou&5 EngInEEM11 Inc. carnulft erla mo E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 57 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 tea Coe u; Lu uJ Co �- � U o o °O w N x U ❑0 LU Cn s Q LM O LL Z w Uj O LJL V W Z 0 Z Q V r UjLU > v O J o0 Oct Oct W Z J W Y he J Z W ' N M REVISIONS vA -- QCOMMENTS 11,'20/18 Contract Pe; mit Bid Date 917!18 Lcaie AS NOTED Drawn ,lob 201&29 Street P1 Of Shee s LEI# 18340 w I I HCL kV HCWC �I w(lk:114.21�Ti 1/2'"(11 F J L-4$1 1"(5.5F 3/4' HCWC HCWC I— - - I LOBBY -CP (12) 1 yrs @ 1 "I I (12) 1 yrs @ 35 S.F EA. = 420 S.F. REQ. (0.5F 3 (12) 3-12 MONTHS 2 -COMP K Q - -- - _ - - 35 S.F EA. = 420 S.F. REQ. 420 S.F. PROVIDED I ) 35 S.F J1. = 420 S.F. REQ. (12) 3-12 MONTHS @ REF 420 S.F. PROVIDED ! 420 S.F. PROVIDED 35 42S.EA. = 420 S.F. REQ. 3 4 FU " 7 F 420 S.F. PROVIDED / ) I .5 U) �Iif 11 1 0 -Lt — -_ _ - - — --- — -- - --- 1 2-HWR "" 1 "H 1 "H " / /4 (4FU) 1t711-'(1 /2 HWR /2 WR /4 (4FU) /2 WR 1 /2 2"H WR MS 1"(6FU) , /4"(4FU) OFU) 1"(10.5FU) , 4"(4FU) 1"(14,5FU) 1-1 4"(17.5FU) DIRECTOR'S OFFICE 1-1/2"(41FU) HDSKrffu HDSK 1-1/4"(37FU) 1-1/4"(34FU) HDSK HDSK 1-1/4"(30FU) ::1 /4"(22.5FU) 2 1 1V4-(20Fq) 1 i SK SK SK SK TMV w Z J U 0— EXISTING INT OF NEW CONNECTION. NNECT NEW PIPING TO STING IN THIS AREA. VIF. This item has been ��,,�• electronically signed and 4f �'�•,• sealed by Eugene Pilhuj, >, `•� PE. On 12/11/2018 using *: a digital signature. Printed copies of this STAri of '>M.•` document are not t # .•�'�cr considered signed and !!�¢��.�` sealed and the signature Gp Hus•`'1must be verified on any electronic copies. LINE LEGEND -- — - —-— - COLD WATER — — — — HOT WATER 110'F — — HOT WATER 140'F — — HOT WATER 1807 — - - — - - — - - — HOT WATER RECIRC BEER/SODA LINES — - - - - - — NONPOTABLE WATER Co„ o WASTE ----------- EXIST. WASTE GREASY WASTE — —G— —G— EXIST. GREASY WASTE ----------- VENT U - GAS — — — — — — CONDENSATE — - - — - - — - - — RAIN WATER LEADER ......................................... DEMO PIPING ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE CO WALL CLEAN OUT CW COLD WATER E EXISTING FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT N NEW PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SOV SHUT-OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER VTR VENT THRU ROOF VIF VERIFY IN FIELD NOTES - INSULATE HOT WATER PIPING AND HOT WATER RETURN PIPING WITH 1" ARMAFLEX INSULATION, R -VALUE 4.2. - PROVIDE TEMPERATURE LIMITING DEVICES AT ALL HAND SINKS AND LAVATORIES. WATTS THERMOSTATIC MIXING VALVE (TMV) LFMMV-M1 OR EQUAL LEAD-FREE BODY, INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP NTH LOCKING FEATURE. ASSE 1017, ASSE 1069, ASSE 1070, AND IAPMO cUPC LISTED. - ALL EQUIPMENT CONNECT FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER. - ALL WATER PIPING BELOW SLAB TO BE SLEEVED WITH NO FITTINGS. - ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4. - WATER SYSTEM TO COMPLY WITH THE MINIMUM CRITERIA OF FPC 604.3 AND APPENDIX E FOR THE WATER CAPACITY AT ALL FIXTURES. - VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. VERIFY ALL EXISTING PIPING IS IN GOOD WORKING ORDER AND REPLACE AS REQUIRED. KEYED NOTES �1 RHEEM, ELD52- TB, 50 GALLON WATER HEATER. 208V/30, 29A, 6 KW, NON -SIMULTANEOUS WIRING. TERMINAL L1, L2, & T2 FOR 30 OPERATION. PROVIDE THERMOSTATIC MIXING VALVE AND PAN DRAIN. 3/4" P&T AND DRAIN TO HD. LOCATE SHUT OFF VALVES IN ACCESSIBLE HEIGHT AT FINISHED FLOOR LEVEL. Q RECIRC PUMP AND TACO "00" TIMERS/AQUASTAT #563-2 lixickM Engineering Inc. carte lft s ul eerci E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 48 AD 4A 46 64 DC 67 19 75 OB G. INOA ALVAREZ- P.E. FL REG 74056 321 a carrrrndal b1VCL 1110KWMe. R 33334 TEL 0954) 930-8981 FLA. REG. •E B-MO330S N 1+ Z w J IL oC Uj m � ,- U Co„ o w gm x U ❑0 El C2) Uj kr� C, CD i- tt" 0 Q 0 LM 160 O U) LL. Z a W OC V LLJ Z O Z Q p 0 CO) LU � V O m O tM Li >- W9 Q � W Z J W r M REVISIONS DA i F QCOMMENTS 11,f20118 i ontract Permit Bid Date 98118 Scale ED AS NOTED Drawn Job 2018.29 Sheet P2 Of tx''x Sheets LEI# 18340 0 C�AJ IN I `.2\ I ,( I ` I ` kt N% N% I � ``�k1:11N :gN11 POINT OF NEW CONNECTION. CONNECT NEW PIPING TO EXISTING IN THIS AREA. VIF. .01 oe 3 I t 12. I I I PLUMBING SANITARY RISER DIAGRAM SCALENTS ••*,•••E u,,,*�� This item has been .. , i ,� electronically signed and ,`!(iJ y� G N sE•�tr%., sealed by Eugene Pilhuj, �. PE. On 12/11/2018 using a * No 4"32 digital signature. Printed p; * :1U.. -copies of this document O : *TATz of W+: are not considered signed :,��►�• ~; O R o'.�Q��, and sealed and the '•.i/�A`?�.+' signature must be verified O'�+�►�1n.••'" on any electronic copies. LINE LEGEND COLD WATER — HOT WATER 1107 — HOT WATER 1407 HOT WATER 180'F ---------- HOT WATER RECIRC BEER/SODA LINES NONPOTABLE WATER WASTE ----------- EXIST. WASTE G GREASY WASTE —G— —G— EXIST. GREASY WASTE ----------- VENT GAS — — — — — — CONDENSATE — - - — - - — - - — RAIN WATER LEADER ...................................•..... DEMO PIPING ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE CO WALL CLEAN OUT CW COLD WATER • EXISTING FU FIXTURE UNITS FCO FLUSH CLEAN OUT I FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION IM ICE MACHINE I THOUSAND BRITISH THREMAL UNIT N NEW PR PRESSURE/MP REGULATOR RD ROOF DRAIN • RAIN WATER LEADER SOV SHUT-OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER VTR VENT THRU ROOF I VERIFY IN FIELD Q 0 LM �n O ••*,•••E u,,,*�� This item has been .. , i ,� electronically signed and ,`!(iJ y� G N sE•�tr%., sealed by Eugene Pilhuj, �. PE. On 12/11/2018 using a * No 4"32 digital signature. Printed p; * :1U.. -copies of this document O : *TATz of W+: are not considered signed :,��►�• ~; O R o'.�Q��, and sealed and the '•.i/�A`?�.+' signature must be verified O'�+�►�1n.••'" on any electronic copies. LINE LEGEND COLD WATER — HOT WATER 1107 — HOT WATER 1407 HOT WATER 180'F ---------- HOT WATER RECIRC BEER/SODA LINES NONPOTABLE WATER WASTE ----------- EXIST. WASTE G GREASY WASTE —G— —G— EXIST. GREASY WASTE ----------- VENT GAS — — — — — — CONDENSATE — - - — - - — - - — RAIN WATER LEADER ...................................•..... DEMO PIPING ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE CO WALL CLEAN OUT CW COLD WATER E EXISTING FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT N NEW PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SOV SHUT-OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER VTR VENT THRU ROOF AF VERIFY IN FIELD FPC 2017 TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-1/2 OR LESS 1/4 3 TO 6" 1/8 8 OR LARGER 1/16 FPC 2017, 704.1: HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES. THE MINIMUM SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH TABLE 704.1. IDL CK5 EngInEffIn� Inc. mr.jUhng end E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 75 OB G. INOA ALVAREZ_ P.E. FL REG 74058 321 a Imrrnadal blvd.. R In grab K 33334 TEL 1954) 93B -1M FLA. FEG. *EEFOOD330S r`` ►_ M Z S5 w w 0 � 0 U ti o w om x U ❑0 w rte-- a � sz Q 0 LM O � LL Z J a W V W Z Z Uj >0 V Q J m a.Z�Q W Z J W J z Q M REVISIONS DATA QCOMMENTS 11/10/18 O'ontract ermit Bid Date 98118 Scale AS NO T EO €)rawn Job 2018-29 Street P3 Of XIX Sheets LEI# 18340 KEYED NOTES t`1 MAINTAIN 1OFT CLEARANCE BETWEEN EXHAUST I OUTLETS AND OUTDOOR AIR INTAKES. i< 2O PROVIDE CO2 SENSOR IN RETURN DUCT DOWN STREAM OF ALL RRETURN DUCT CONNECTIONS. SET BASE FRESH AIR CFM TO 25% OF SUPPLY CFM. WHEN CO2 LEVELS REACH 800 P.P.M., FRESH AIR DAMPER TOj OPEN TO CFM AS CALCULATED IN VENTILATION TABLE 1 ON M2. WHEN CO2 LEVELS DROP BELOW 500 P.P.M., FRESH AIR DAMPER TO RESET TO BASE CFM. SEE MECHANICAL GENERAL NOTES #12 FOR FURTHER DETAILS REGARDING CO2 SENSOR.! Ei This item has been . C3 � electronically signed and IT �,+ +#-No;%, sealed by Eugene Pilhuj, *�ne4YN2 ::* . PE. On 12/11/2018 using a s digital signature. Printed copies of this document O � STATS of AF are not considered signed . '• ;i°t 9, Q�?`� and sealed and the 0��+, signature must be verified ••,,hNAt ■�+. on any electronic copies. H.V.A.C. LEGEND EXISTING (RIGID DUCT) U Z EXISTING (RIGID DUCT REMOVED) = NEW (RIGID DUCT) EXISTING FLEX .■ EXISTING FLEX TO BE REMOVED ....n.. now NEW FLEX TO MATCH EXISTING WITH SPIN IN COLLARS/M.V.D. �'■ NEW OR RELOCATED DIFFUSER I I EXISTING DIFFUSER E E I NEW OR RELOCATED RETURN AIR GRILLE w �Nk EXISTING RETURN AIR GRILLE F_ LJ DIFFUSER TO BE RELOCATED/REMOVED �� 11 RETURN TO BE REMOVED/RELOCATED L A �4i NEW OR RELOCATED EXHAUST FAN LU m NEW OR RELOCATED EXHAUST GRILLE i j LINEAR GRILLE (EXISTING) E= —=IIiiE -3 LINEAR GRILLE (NEW) SPIN IN COLLAR W/M.V.D. } SMOKE DETECTOR SD THERMOSTAT - MASTER O TEST SWITCH TS TEMPERATURE SENSOR TO MASTER TRANSFER GRILLE B SIDE WALL DIFFUSER 0 RETURN AIR FIRE DAMPER (EXIST.) F - RETURN AIR FIRE DAMPER (NEW) H� FIRE DAMPER (NEW) O FIRE DAMPER (EXIST) COLD WATER RETURN —pre—CIMl—cm— COLD WATER SUPPLY —pea——-� LL CO2 SENSOR —SUBMIT SHOP DWGS PROVIDE SENSOR & CONTROLLER Z MOTORIZED DAMPER MOD EXISTING TO REMAIN THE SAME ERS RETURN AIR GRILLE I R.A.G. FIRE DAMPER FD RETURN AIR FIRE DAMPER RAFD RETURN AIR OPENING RAO EXHAUST FAN EF LINEAR DIFFUSER LD LINEAR RETURN LR REMOVE I REM RELOCATE REL E EXISTING (E) NEW (N) E NOTE: SOME I'EMS MAY NOT BE USED IN THE DRAIWING lauckri EngInEErInQ Inc. cormU ft E E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 st L N U Z w cilCD '0 C.0 w Q oL) LLm U j 0 � o w gm F_ U ❑� Q LU m ;x: C) < Q 0 o O LL CD Z Uj O V W Z 0 Uj Uj > v p m Z � Q W Z J W Z Q -� r M REVISIONS DATE QCOMMENTS 11 20/18 tcntract Permit Bid Date 9/7/18 Scale AS NOTED Drawn Job 2018-29 Sheet M1 0i XtX Si1ee s LEI# 18340 RECEPTACLES TO BE TAMPER PROOF AS PER NEC 406.12(c) ELECTRICAL LEGEND H Cn N 1x4 FLUORESCENT LIGHT 1x4 FLUORESCENT LIGHT W/ EMERGENCY N p C:$ w BALLAST (600 LUMENS MIN.) 2x2 FLUORESCENT LIGHT 2x2 FLUORESCENT LIGHT W/ EMERGENCY M BALLAST (600 LUMMENS MIN.) LLL m Z 0 2x4 FLUORESCENT LIGHT 2x4 FLUORESCENT LIGHT W/ EMERGENCY W BALLAST (600 LUMMENS MIN.) RECESSED LIGHT O I —Q— SURFACE MOUNTED LIGHT r 4 EXTERIOR WALL LIGHT 9 INTERIOR WALL SCONCE El E--9 EXIT SIGN LU WITH 90 MIN BATTERY BACK UP ZD C -D EXIT SIGN WITH DIRECTIONAL ARROW �.— WITH 90 MIN BATTERY BACK UP sY d WALL MOUNTED EMERGENCY LIGHT WITH 90 MIN BATTERY BACK UP EXIT SIGN/EMERGENCY LIGHT COMBO WITH 90 MIN BATTERY BACK UP SWITCH WITH OCCUPANCY SENSOR THAT SHALL TURN LIGHTING OFF WITHIN 30 C MINUTES OF AN OCCUPANT LEAVING A SPACE 3 WAY SWITCH WITH OCCUPANCY SENSOR OC THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE O DIMMER SWITCH WITH OCCUPANCY SENSOR %OC THAT SHALL TURN LIGHTING OFF WITHIN 30 CO) MINUTES OF AN OCCUPANT LEAVING A SPACE R 2 HOUR OVERRIDE SWITCH TO TIME CLOCK J MOTION SENSOR THAT SHALL TURN LIGHTING ® OFF WITHIN 30 MINUTES OF AN OCCUPANT O LEAVING A SPACE EXHAUST FAN MOTOR 0 EXHAUST FAN 01 DISCONNECT III) SIMPLEX RECEPTACLE Z DUPLEX RECEPTACLE Cl) 14 DUPLEX DUPLEX RECEPTACLE CEILING MOUNTED 6 SWITCHED DUPLEX RECEPTACLE :6 QUADRUPLEX RECEPTACLE It SPECIAL RECEPTACLE QJ JUNCTION BOX ® FLOOR DUPLEX RECEPTACLE ® FLOOR QUADRUPLEX RECEPTACLE ® POWER POLE . TELEPHONE JACK 0 DATA JACK TELEPHONE/DATA JACK ® FLOOR TELEPHONE/DATA JACK m FLOOR TELEPHONE JACK FLOOR DATA JACK ® TV CABLE OUTLET Oa MONOXIDE SENSORDULELIS ED COMBO O SMOKE DETECTOR MULTI—CANDELA FIRE STROBE MULTI—CANDELA SPEAKER/STROBE ® PULL STATION 0 ELECTRICAL PANEL GFI GROUND FAULT INTERUPT NL NIGHT LIGHT ON 24/7 N NEW E EXISTING ER EXISTING RELOCATED TC TIME SWITCH CONTROL WP WEATHER PROOF Es PUSH BUTTON QB I BUZZER SOME SYMBOLS MAY NOT BE USED. This item has been wtly*., electronically signed and pQ p� N+#'• ,''ice sealed by Eugene Pilhuj, lauckn Enginefering Inc. PE. On 12/11/2018 using a cormulft enonearo No 4M2I' digital signature. Printed E. PILHUJ P.E. FL REG 49832 iw copies of this document ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 57 99 75 OB 9* 4'. sr�lrls of -4-14",are not considered signed Q G. INOA ALVAREZ P.E. FL REG 74056 ►,.%a�'`� and sealed and the �'►p IQNA� $$a,.�' signature must be verified 321 P- LEN IIIa bIVEL �M R 33334 on any electronic copies. R �r TEL 0954) 93 3-18E11 FLA. REG. *EB-MO3305 H Cn N U Z N p C:$ w W V O M LLL m Z 0 U y 0 W o m F- U ❑ D D El E--9 LU ZD C -D o sY d a L O CO) LL. Z J W W O U. V W Z �a Z Cl) LU >0 V 0 J m LL. Z W Z J W r M REVISIONS DATE: ,&COMMENTS 11 20/18 Contract Pemtit Bid Date 917118 Scale A5 'NO T ED Drawn Job 2018-29 Sheet E1 Of xix Sheets LEI# 18340 PREVIOUS TENANT NOTE SPACE WAS PREVIOUSLY OCCUPIED BY A MERCANTILE OCCUPANCY. THIS OCCUPANCY IS E - EDUCATIONAL (DAY-CARE) SCOPE OF WORK -WORK UNDER THIS PERMIT CONSISTS OF INTERIOR AND EXTERIOR IMPROVEMENTS OF AN EXISTING SPACE LOCATED IN AN EXISTING 1 -STORY EXTERIOR OPEN AIR CENTER -THERE WILL BE MODIFICATION TO EXISTING ELECTRICAL, MECHANICAL AND PLUMBING SYSTEMS POLICE DEPT. NOTES EXTERIOR DEADBOLT LOCKS SHOULD BE FLUSH MOUNTED, PROTECTED WITH A SPINNING SLEEVE, OR OTHERWISE DESIGNED TO RESIST TAMPERING. REAR DOORS SHOULD HAVE THE DEADBOLT THROW PROTECTED BY TAMPER RESISTANT HARDWARE SUCH AS AN ESCUTCHEON PLATE OR LOCK GUARD. REAR EXTERIOR DOORS TO COMMON AREAS SHOULD BE EQUIPPED WITH A PEEPHOLE OR DOOR SCOPE DOOR VIEWER. DOUBLE DOORS CONTROLLED BY MAGNETIC LOCKS SHOULD HAVE THE GAP BETWEEN DOORS COVERED WITH ASTRAGAL OR OTHER MEANS TO PREVENT UNAUTHORIZED ACCESS BY SLIDING A TOOL BETWEEN THE DOORS. EXIT MOTION SENSORS SHOULD BE INSTALLED FAR ENOUGH AWAY FROM ENTRANCES TO PREVENT UNAUTHORIZED ACCESS FROM COMMON AREAS. INSTALL SECURITY FILM ON GLASS DOORS MATERIAL INDEX LT. WT. CONCRETE CONCRETE 0 a PLYWOOD SMALL SCALE LARGE SCALE WOOD FINISH GYPSUM :O_:1 SMALL SCALE RIGID. INSULATION a'I'3Aiaa�aa#aa#iai GLASS SMALL SCALE LARGE SCALE ----------- VAPOR BARRIER 1 rnearw Y nreoe a LRT e I PERMIT FOR ITZI S65»o00'E 390.86' rn-�.7�• p ' .. 4 usre' vsR m' aeva sem.d � \ $'a per srrcNrKw ■ THIS SPACE ,� _ 8 _ cwracro,aa,; � e nraw, ai>M (le sfre) L""' 62,uP6 9)n�cn / \\'+// �+tyg�® `■ I N r PgWT 9EYi1MdtlVG OMER.- LOWS NONE CENTER INC. rNaPMIESirA[Y axu a LRT a -11•x4• Rbq / raw tie' me (P9r star! N24 �4'20wE 5.6f' �11Q'naervr ra s!n rrseaosq . +acPrva�c ''r O U 7 a W naen6arue rr-Lars amrSY7000�E S6339 7.81' z6 sa ,1Knu'Ddm 44 191.42' S r.�' C,4 z4aw ea+r• rano ww a 6s ssml z' a annx - m tea` a aC�©® a+rAsc wvwlacs �' ttvv11 ■ I �W OO vV „P1 'al R �iSUR 56517000E 171. 1 I ri $ w/etas wws I w7FAPM T I ,Laxrr,woc Q I �R 15 'NO` i m stn+! m ana"wG`°°`,.e e°"R ■ © ; a NF d - O • b (Go .moa Po 8!)® ,�.� 4aRwss ssR w Luo w.wr aro. ^e $ = x ■ r aE1fNJKN AREI R ® Lor 1 A -jOur PARCEL 1)r WOO,� ( I M� L=2949' anAu 1 ov[s2wraaa �[ \ R= 129.0' $ ArrAa Y' Q ��.L nW d=I725'JJ' aaa-NOa7r-rR.Y Aomtss sro � O � ,- Q: I CB=N76'JI'02'f / .� Aamass- sza-s4z szm sr: xc4w[ss zu-nz :army >z4 ._CO=.79�JJ'- zrse sr sans sr• .. - u T � _,Ld . � tars' 4r.m• r74e1• acro' e� � � ! `fl, N � aa-exacmlc slc.uwlrta uvwwr d = 1551'20• mlmem wrur }'.. 7s• n -1. rets) R = 114 00'. I `: p j ,,,•, a BLLawd ,, t j I L=r420B' C- 34.J7 PAAYit J Y er CH - J421' PARCEL i I R 3552 IY R-I7O17' C.H. - N75.4J55E / > LOT 5 (am x44 ric a, L - J 05• ■ d=4750'15' i (ow 1844 RO Bt) x!7 C - 1 5 ' CB=N8876:78'W d = 47'50'15' I = N47719'27'SW ., CD>IJ7.99' D O Yl kk/� A R: 176.00'i L = ;46.9-1: „4 O -�- L71:4271ry0. I °•v ' 4 Os 5�876'.7B'E .AFib d = 07V8'04'.. ■.... . _. d' Z%A'L9 ' R = loo oo' I (GFB x44 PG 81) R : JT263(' L = 1243' roan w/n (m NM Hrs) %a�rw v°R CH 7244 I p� M L T7JJJ i� 2 CB = 57122'17'W i n 15479' 4 Q I I Q 2 w•-��NIS'b5J4 O.._ 56421 JOE 740.05 1599' (y6 /5' "wx I I - © N657B 59'W I R0 - . LV .n 86.92' N647130'W 124.016, xsxuTast 80G£YA/81 PLAZA Q o� © c I ® ' S657540'E -PEAT 50W 58 PAGES 47-44 N .� d Jsyy,5_5 000' N6471 JO W 140.05' 0116! H rlY ttC • I i y I # R N° . PAAC�T 4 O I ® ✓V p "°� L= G 1 a z •"� I d = 475075" unacsssrm - atm• m R =?00.00• (71 rr oy „i I ` ■ Rae srzwr cvxtssc aoar na.naau O. N( C = 166.98" aam : " rs.zn saJAaE rEfr �` x l pr = 6'38'W (aysrto eKnl � ry p ,_i I , 'I ; .... . . :. BUIlGMG Hf 75' C.B. = NBB7s'x'w O c s vw awncY �b 's fir? ®i i o i ■ I ssw (OUT PARCEL 2) "sse- rasaa 3 PARCELS a1HAFD e.. I I • "0 . I 8. Q ©'. 1 (axe JB4s, Pc ep ,..'j1 I ® O -I O 9• : W L074 6y `W7 L=I81 .5• v'aab�,a�ava I o ° b..,� )aarr�mc-vx' Gf mop• BOULEVARD PUZA - R=1841.'45' p I rt rro ■ vtw vase vc4e xwxurrwaw$ ar \ PLAT BOOK 56 PAGES 47-48 ora, (NR.) d=SJB'�866' 3. a1 a nor aMuawo N0954'10 E Q e941L1gT ASAI C8=N6871B27'W d aWAR 111 LLC s748 ua IFrK - - - ,Q a4f]P_❑ ® m\ •Wrerae .naalndrs � srW - _ I, 'q \ a\ § wanorwrm• ffi Q'. -+C._. -- - u¢ urn6nrain'- .. ., --- _ "� \ \n a `------ LL a twee �l u aRn vc'r Nr ■O Fv• o\ `$ •. N7479'19'W eaamaeN6578,5e. awc� \- $ 23.01' K trTMwosc " r we 6578 W 646.49 - - _ w aNC SewwWA' .¢, N657B59 W 677.46 as \ spPDr - _ P.n� L=39.25' �}. arm nacr • srrwam aam C7(TOTAL CURVE) rs xa „cu,a�;R'surow ® Ra25.00' \ °rte a�� .aii`6,t7€`"mir ra.vrrc sou roc 8. A893642" P7. t5' 7m rrmmvusorralwr R CB=N694�'40� amcrm er Pam vAs 4r -4e _ L=3os.ii• r. l�3S34 R=1841.45' " " �'a ` �"�'"°` �"" WEST LAKE MARY BOULEVARD C'b a71r w,vs er sTracr r6mux atm rmearr rm7. N15ti3'57� A-937'04' (R/W VARIES) w , \y 3�41(N.R.) C8=N70177'31'W IV CH=308.75' pe - --� 8 -� �SOUMERLY R/W UNE PER SEMINOLE COUNTY R/W NAPS BY STANLEY MERIDIAN DA 70 FEBRUARY 1987 KEY PLAN NTS SYMBOL INDEX .. PROPERTY LINE FINISH CONTOUR _ -100 - _ _ - EXISTING CONTOUR TOP OF CURB COQ TOP OF PARAPET TOP OF WALL FINISHING ELEVATION X78 EXISTING ELEVATION ELEVATION TARGET 1 COLUMN LINE A A BUILDING SECTION A3.X NO. / DRWG NO. 1 WALL SECTION A3.X NO. / DRWG NO. 1 DETAIL A8.X NO. / DRWG NO. O1 SHEET INDEX AO WINDOW NO. AE--- WALL TYPE OFFICE ROOM TITLE F-1-6 1 ARCHITECTURAL NATIONAL ELECTRIC CODE 2014 FLR/WALUCLG FIN L-10al CEILING HT 0 REVISION FBC 2017 "FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION" A0.01 COVER SHEET 0 UM `? J M LD F- O Ic 0 a TILE EQ EQUAL A0.02 SPECIFICATIONS 0 W cc 2"Z U !� o m Nm ocri ADJ ADJUSTABLE A0.03 SPECIFICATIONS 9 NOMINAL" CD Z a 0 _ W OC SR 417 �W LL A0.04 SPECIFICATIONS / GENERAL NOTES 0 EACH WAY NTS NOT TO SCALE W �j J >�O O ZLL.� a A1.00 ADA ACCESSIBILITY STANDARDS 0 ALTERNATE EXT EXTERIOR 0/C ON CENTER r A1.01 SITE PLAN 0 REVISIONS ALUM ALUMINUM FD FLOOR DRAIN PL A2.00 LIFE SAFETY PLAN / PLAYGROUND PLAN 9 E. AIRPORT ARCH ARCHITECTURAL FE A2.01 DIMENSIONED FLOOR PLAN 0 Contract BLVD, Bid BJ A6.01 REFLECTED CFILING PLAN 0 PT PRESERVATIVE TREATED Of X/X Sheets ff� A8.01 DETAILS 0 FM FACTORY MUTUAL RAD RADIUS A8.02 DETAILS 0 BLK BLOCK FR FIRE RATED REINF REINFORCE (ED) (ING) A8.03 DOOR / WINDOW DETAILS 0 BLK'G BLOCKING FRT FIRE RETARDANT A8.04 UL DETAIL 0 BM BEAM A8.05 STRUCTURAL DETAILS 0 REQUIREDc�` BRG BEARING FS FLOOR SINK SF SQUARE FEET BOULEVARD BRK BRICK FV FIELD VERIFY SPECS SPECIFICATIONS PLAZA y BTM BOTTOM FTG FOOTING STRUCT STRUCTURAL C/C CENTER TO CENTER GA MECHANICAL STL M1 MECHANICAL PLAN 0 CJ CONTROL JOINT GALV M2 MECHANICAL SCHEDULES / DETAILS STAINLESS STEEL E LWE CKT CIRCUIT GP GUARD POST T/BM TOP OF BEAM ELECTRICAL E1 ELECTRICAL POWER PLAN 0 GYPSUM WALL BOARD TEMP TEMPERED W LAKE MARY BLVD SITE E2 ELECTRICAL LIGHTING PLAN 0 COLUMN HC HANDICAPPED TG TRUSS GIRDER E3 ELECTRICAL PANEL SCHEDULES CONC CONCRETE HM HOLLOW METAL T&G TONGUE & GROOVE LAKE CONST CONSTRUCTION PLUMBING HOUR P1 PLUMBING SANITARY PLAN 0 MINNIE CONT CONTINUOUS P2 PLUMBING WATER PLAN 0 TOP OF STEEL P3 PLUMBING RISERS 0 HEATING, VENTILATING, AIR CONDITIONING TOM TOS TOP OF MASONRY TOP OF SLAB P4 PLUMBING RISERS 0 CONCRETE MASONRY INSUL INSULATION TYP TYPICAL P5 PLUMBING SCHEDULES & DETAILS 0 FFIC UNIT JB JUNCTION BOX UNO UNLESS NOTED CRS COURSE LF LINEAL FEET OTHERWISE DEM DEMISING LG LONG VT TILE MATERIAL INDEX LT. WT. CONCRETE CONCRETE 0 a PLYWOOD SMALL SCALE LARGE SCALE WOOD FINISH GYPSUM :O_:1 SMALL SCALE RIGID. INSULATION a'I'3Aiaa�aa#aa#iai GLASS SMALL SCALE LARGE SCALE ----------- VAPOR BARRIER 1 rnearw Y nreoe a LRT e I PERMIT FOR ITZI S65»o00'E 390.86' rn-�.7�• p ' .. 4 usre' vsR m' aeva sem.d � \ $'a per srrcNrKw ■ THIS SPACE ,� _ 8 _ cwracro,aa,; � e nraw, ai>M (le sfre) L""' 62,uP6 9)n�cn / \\'+// �+tyg�® `■ I N r PgWT 9EYi1MdtlVG OMER.- LOWS NONE CENTER INC. rNaPMIESirA[Y axu a LRT a -11•x4• Rbq / raw tie' me (P9r star! N24 �4'20wE 5.6f' �11Q'naervr ra s!n rrseaosq . +acPrva�c ''r O U 7 a W naen6arue rr-Lars amrSY7000�E S6339 7.81' z6 sa ,1Knu'Ddm 44 191.42' S r.�' C,4 z4aw ea+r• rano ww a 6s ssml z' a annx - m tea` a aC�©® a+rAsc wvwlacs �' ttvv11 ■ I �W OO vV „P1 'al R �iSUR 56517000E 171. 1 I ri $ w/etas wws I w7FAPM T I ,Laxrr,woc Q I �R 15 'NO` i m stn+! m ana"wG`°°`,.e e°"R ■ © ; a NF d - O • b (Go .moa Po 8!)® ,�.� 4aRwss ssR w Luo w.wr aro. ^e $ = x ■ r aE1fNJKN AREI R ® Lor 1 A -jOur PARCEL 1)r WOO,� ( I M� L=2949' anAu 1 ov[s2wraaa �[ \ R= 129.0' $ ArrAa Y' Q ��.L nW d=I725'JJ' aaa-NOa7r-rR.Y Aomtss sro � O � ,- Q: I CB=N76'JI'02'f / .� Aamass- sza-s4z szm sr: xc4w[ss zu-nz :army >z4 ._CO=.79�JJ'- zrse sr sans sr• .. - u T � _,Ld . � tars' 4r.m• r74e1• acro' e� � � ! `fl, N � aa-exacmlc slc.uwlrta uvwwr d = 1551'20• mlmem wrur }'.. 7s• n -1. rets) R = 114 00'. I `: p j ,,,•, a BLLawd ,, t j I L=r420B' C- 34.J7 PAAYit J Y er CH - J421' PARCEL i I R 3552 IY R-I7O17' C.H. - N75.4J55E / > LOT 5 (am x44 ric a, L - J 05• ■ d=4750'15' i (ow 1844 RO Bt) x!7 C - 1 5 ' CB=N8876:78'W d = 47'50'15' I = N47719'27'SW ., CD>IJ7.99' D O Yl kk/� A R: 176.00'i L = ;46.9-1: „4 O -�- L71:4271ry0. I °•v ' 4 Os 5�876'.7B'E .AFib d = 07V8'04'.. ■.... . _. d' Z%A'L9 ' R = loo oo' I (GFB x44 PG 81) R : JT263(' L = 1243' roan w/n (m NM Hrs) %a�rw v°R CH 7244 I p� M L T7JJJ i� 2 CB = 57122'17'W i n 15479' 4 Q I I Q 2 w•-��NIS'b5J4 O.._ 56421 JOE 740.05 1599' (y6 /5' "wx I I - © N657B 59'W I R0 - . LV .n 86.92' N647130'W 124.016, xsxuTast 80G£YA/81 PLAZA Q o� © c I ® ' S657540'E -PEAT 50W 58 PAGES 47-44 N .� d Jsyy,5_5 000' N6471 JO W 140.05' 0116! H rlY ttC • I i y I # R N° . PAAC�T 4 O I ® ✓V p "°� L= G 1 a z •"� I d = 475075" unacsssrm - atm• m R =?00.00• (71 rr oy „i I ` ■ Rae srzwr cvxtssc aoar na.naau O. N( C = 166.98" aam : " rs.zn saJAaE rEfr �` x l pr = 6'38'W (aysrto eKnl � ry p ,_i I , 'I ; .... . . :. BUIlGMG Hf 75' C.B. = NBB7s'x'w O c s vw awncY �b 's fir? ®i i o i ■ I ssw (OUT PARCEL 2) "sse- rasaa 3 PARCELS a1HAFD e.. I I • "0 . I 8. Q ©'. 1 (axe JB4s, Pc ep ,..'j1 I ® O -I O 9• : W L074 6y `W7 L=I81 .5• v'aab�,a�ava I o ° b..,� )aarr�mc-vx' Gf mop• BOULEVARD PUZA - R=1841.'45' p I rt rro ■ vtw vase vc4e xwxurrwaw$ ar \ PLAT BOOK 56 PAGES 47-48 ora, (NR.) d=SJB'�866' 3. a1 a nor aMuawo N0954'10 E Q e941L1gT ASAI C8=N6871B27'W d aWAR 111 LLC s748 ua IFrK - - - ,Q a4f]P_❑ ® m\ •Wrerae .naalndrs � srW - _ I, 'q \ a\ § wanorwrm• ffi Q'. -+C._. -- - u¢ urn6nrain'- .. ., --- _ "� \ \n a `------ LL a twee �l u aRn vc'r Nr ■O Fv• o\ `$ •. N7479'19'W eaamaeN6578,5e. awc� \- $ 23.01' K trTMwosc " r we 6578 W 646.49 - - _ w aNC SewwWA' .¢, N657B59 W 677.46 as \ spPDr - _ P.n� L=39.25' �}. arm nacr • srrwam aam C7(TOTAL CURVE) rs xa „cu,a�;R'surow ® Ra25.00' \ °rte a�� .aii`6,t7€`"mir ra.vrrc sou roc 8. A893642" P7. t5' 7m rrmmvusorralwr R CB=N694�'40� amcrm er Pam vAs 4r -4e _ L=3os.ii• r. l�3S34 R=1841.45' " " �'a ` �"�'"°` �"" WEST LAKE MARY BOULEVARD C'b a71r w,vs er sTracr r6mux atm rmearr rm7. N15ti3'57� A-937'04' (R/W VARIES) w , \y 3�41(N.R.) C8=N70177'31'W IV CH=308.75' pe - --� 8 -� �SOUMERLY R/W UNE PER SEMINOLE COUNTY R/W NAPS BY STANLEY MERIDIAN DA 70 FEBRUARY 1987 KEY PLAN NTS SYMBOL INDEX .. PROPERTY LINE FINISH CONTOUR _ -100 - _ _ - EXISTING CONTOUR TOP OF CURB COQ TOP OF PARAPET TOP OF WALL FINISHING ELEVATION X78 EXISTING ELEVATION ELEVATION TARGET 1 COLUMN LINE A A BUILDING SECTION A3.X NO. / DRWG NO. 1 WALL SECTION A3.X NO. / DRWG NO. 1 DETAIL A8.X NO. / DRWG NO. O1 DOOR NO. AO WINDOW NO. AE--- WALL TYPE OFFICE ROOM TITLE F-1-6 1 ROOM NO. NATIONAL ELECTRIC CODE 2014 FLR/WALUCLG FIN L-10al CEILING HT 0 REVISION FBC 2017 "FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION" REVISION AREA 1A MATERIAL / FINISH / COLOR ABBREVIATIONS Code Information: 2017 FBC CODE EDITIONS ADOPTED CODES BUILDING FLORIDA BUILDING CODE - BUILDING 2017 EXISTING BUILDING FLORIDA EXISTING BUILDING CODE - BUILDING 2017 PLUMBING FLORIDA BUILDING CODE - PLUMBING 2017 MECHANICAL FLORIDA MECHANICAL CODE - MECHANICAL 2017 ELECTRICAL NATIONAL ELECTRIC CODE 2014 ENERGY FLORIDA BUILDING CODE - BUILDING 2017 FIRE FLORIDA FIRE PREVENTION CODE (FFPC) 5TH EDITION, effective Dec. 31, 2014 including NFPA 101, 2012 edition, NFPA 1, 2012 edition, NFPA 72 & State Statutes, 2012 edition. ACCESSIBILITY FBC 2017 "FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION" BUILDING AND CONSTRUCTION DATA EXISTING BUILDING OCCUPANCY CLASSIFICATION (FBC 304). MERCANTILE (M) EXISTING CONSTRUCTION TYPE (FBC TABLE 601) TYPE 1116, 100% SPRINKLED roc PROPOSED OCCUPANCY CLASSIFICATION: FBC EDUCATIONAL GROUP (E) 305.2 GROUP E, DAY CARE FACILITIES (SEE SHEET A2.00 FOR OCCUPANCY LOAD CALCULATIONS AND AGE GROUP CALCULATIONS BASED ON STATE OF FLORIDA RULES AND REGULATIONS GOVERNING CHILD CARE FACILITIES, WHICH HAS A MORE STRINGENT ALLOWABLE OCCUPANCY LOAD THAN FBC AS WELL AS NFPA 101) OCCUPANCY CLASSIFICATION (NFPA 101 2015) NFPA CHAPTER 16 DAY-CARE OCCUPANCY AREA OF THIS TENANT SPACE: 7,594 S.F. SEE SHEET A2.00 FOR LIFE SAFETY PLAN INTERIOR FINISHES, FBC 803 CLASSIFICATION, FBC 803.1 OCCUPANCY (E) TABLE FBC 803.9 FIRE PROTECTION SYSTEMS SPRINKLERS, FBC 903 FIRE ALARMS FBC 907 SINGLE STORY A SMOKE DETECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH FBC 907 and FBC 466.7. NFPA 72 WITH PLACEMENT OF DETECTORS IN EACH STORY IN FRONT OF DOORS TO THE STAIRWAYS AND IN THE CORRIDORS OF ALL FLOORS OCCUPIED BY THE DAY CARE OCCUPANCY A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 EXITS - CLASS B ACCESS - CLASS B OTHER SPACES - CLASS B DESIGN STANDARD NFPA 13 Initiation of the required fire alarm system shall be by manual means and by operation of any required smoke detectors and required sprinkler systems. Occupant notification signals shall be audible and visual signals in accordance with NFPA 72 and Florida Building Code, Accessibility. The general evacuation alarm signal shall operate throughout the entire building. POLICE DEPARTMENT / SECURITY NOTES 1. ALL PERIMETER DOORS SHOULD BE EQUIPPED WITH REINFORCED, CASE HARDENED STRIKE PLATE, WITH LOCKS AND ALARM SYSTEM 2. FOR POTENTIAL CRIMINAL ACTIVITY DETECTION, INSTALL A HIGH RESOLUTION COLOR DIGITAL VIDEO SYSTEM CONSISTING OF A MINIMUM OF 12 LOW LUX CAMERAS, WITH MONITORING AND PHOTO PROCESSING PICTURE OR VIDEO PRINTOUT CAPABILITIES. AB ANCHOR BOLT EF EACH FACE MO MASONRY OPENING �Q o w w M D I` U 000 ACT ACOUSTICAL CEILING ELEC ELECTRICAL MET METAL W_ Q UM `? J M LD F- O Ic 0 a TILE EQ EQUAL NIC NOT IN CONTRACT �-U_ O a of .j o W cc 2"Z U !� o m Nm ocri ADJ ADJUSTABLE EJ EXPANSION JOINT NOM NOMINAL" CD Z a 0 _ W OC SR 417 �W LL AFF ABOVE FINISH FLOOR EW EACH WAY NTS NOT TO SCALE W �j J >�O O ZLL.� a z W W W ALTERNATE EXT EXTERIOR 0/C ON CENTER r M i -A"',', 50 EXTALT REVISIONS ALUM ALUMINUM FD FLOOR DRAIN PL PLATE, PROPERTY LINE E. AIRPORT ARCH ARCHITECTURAL FE FIRE EXTINGUISHER PR PAIR Contract BLVD, Bid BJ BAR JOIST FIN FINISH PT PRESERVATIVE TREATED Of X/X Sheets ff� BLDG BUILDING FM FACTORY MUTUAL RAD RADIUS BLK BLOCK FR FIRE RATED REINF REINFORCE (ED) (ING) BLK'G BLOCKING FRT FIRE RETARDANT REP REPRESENTATIVE BM BEAM TREATED REQD REQUIREDc�` BRG BEARING FS FLOOR SINK SF SQUARE FEET BOULEVARD BRK BRICK FV FIELD VERIFY SPECS SPECIFICATIONS PLAZA y BTM BOTTOM FTG FOOTING STRUCT STRUCTURAL C/C CENTER TO CENTER GA GAUGE STL STEEL CJ CONTROL JOINT GALV GALVANIZED SS STAINLESS STEEL E LWE CKT CIRCUIT GP GUARD POST T/BM TOP OF BEAM CLG CEILING GWB GYPSUM WALL BOARD TEMP TEMPERED W LAKE MARY BLVD SITE COL COLUMN HC HANDICAPPED TG TRUSS GIRDER CONC CONCRETE HM HOLLOW METAL T&G TONGUE & GROOVE LAKE CONST CONSTRUCTION HR HOUR T/JST TOP OF JOIST MINNIE CONT CONTINUOUS HT HEIGHT T/ST TOP OF STEEL CONTR CL CONTRACTOR CENTERLINE HVAC HEATING, VENTILATING, AIR CONDITIONING TOM TOS TOP OF MASONRY TOP OF SLAB CMU CONCRETE MASONRY INSUL INSULATION TYP TYPICAL FFIC UNIT JB JUNCTION BOX UNO UNLESS NOTED CRS COURSE LF LINEAL FEET OTHERWISE DEM DEMISING LG LONG VT TILE SITE LOCATION DIA DIAMETER LLH LONG LEG HORIZONTAL VCT VINYL COMPOSITION DIM DIMENSION LLV LONG LEG VERTICAL TILE SCALE: 1" = 2,000' SECTS 11 & 37, T 20 S, R 30 E DN DOWN MASY MASONRY VWC VINYL WALL COVERING DS DOWNSPOUT MFR MANUFACTURER W/ WITH DW DWGS DRYWALL DRAWINGS MECH MECHANICAL W/0 WITHOUT � LOCATION MAP PERMIT a* v rnLU N M c> 1` U z o(Oo N - OU5 J J U3 x W �Q o w w M m z O I` U 000 W C) m F- �- W_ Q UM `? J M LD F- O Ic 0 a a = my C/)" a c° �d �-U_ O a of .j o W cc 2"Z U !� o m Nm ocri Q ■ ■W L a0 .j U) LL CD Z a 0 _ W OC O �W LL V Z �aot� LLJ M�■■� W �j J >�O O ZLL.� a z W W W Z J Y Q zUj r M i -A"',', I ff-I REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A0.01 Of X/X Sheets W U umLL 0" 0 .5. W C. SECTION 01040 - COORDINATION 4t Mo N H M N U Z SECTION 01720 - PROJECT RECORD DOCUMENTS U) Q C9 O Cr C) ;D co W LL - J QQ w Q W wm C. Submittals shall contain: U_ z j 0 �- U 0o SECTION 03300 - CAST -IN-PLACE CONCRETE D. Non -shrink Grout: Premixed compound consisting of non - PART 1. GENERAL PART 1. GENERAL . J¢ J CO _3 } CD metallic aggregate, cement, water reducing and plasticizing 1. The date of submission and the dates of any 2.02 MIXES: PART 1. GENERAL = my m agents; capable of developing minimum compressive strength "Masterflow 1.01 PRE -CONSTRUCTION CONFERENCE: previous submissions. 2� 8r Z co o wNm of 7000 psi in 28 days; equal to Master Builders 2. The Project title and number. 1.01 REQUIREMENTS INCLUDED: A. If combinations of toxicants are used, one of them must be .. L 713"; Sonneborn "Sonogrout"; or Burke Co. "Burke Non - Ferrous Non -Shrink Grout". A. Before beginning work at the site, the General Contractor 3. Contract identification. at the listed percentage. 1.01 REQUIREMENTS: LL. 0 shall attend a pre -construction conference and bring with N 4. The names of: Contractor A. Maintenance of Record Documents and Samples. - W � 0 E. Bonding Agent: Burke Co. "BoW Euclid Chemical him the Superintendent employed for this project. In the event the Contractor is unable to attend, he shall send a VZ a. b. Supplier B. Submittal of Record Documents and Samples. PART 3. EXECUTION H A. Work Included: Cast -in-place concrete building frame members; slabs on grade. "Weld -Crete". "EucoWeld', Larsen Products Weld Crete . letter of introduction by the Superintendent in which he advises the Superintendent's full name and states that he LJJ>- C. Manufacturer 5. Identification of the product, with the specification 1.02 RELATED REQUIREMENTS: ~ W B. Related Work: F. Pre -molded Expansion Joint Filler: Bituminous is assigned to the project and will be in full responsible 9 P J P C' LL section number. W Z >. 3.01 TIME OF APPLICATION: fiber type ASTM D1751. charge. At this time all parties concerned will discuss the 6. Field dimensions, clearly identified as such. A. General Requirements: Division 1 J � Q Z 1. General requirements: Division 1 2.02 CONCRETE MIX: project under contract and prepare a program of procedure J 7. Relation to adjacent or critical features of the Work A. Do not begin soil poisoning work until all preparations for 2. Termite control: Section 02281 in keeping with the requirements of the working drawings and specifications. The Superintendent shall henceforth or materials. 8. Applicable standards, such as ASTM or Federal B. Individual Specifications Sections: P Manufacturer's certificates and certificates of inspection. DATE slab placement have been completed. 1.02 QUALITY ASSURANCE: A. Read mixed concrete shall be batched, mixed and transported in Ready -mixed make ever effort to expeditiously coordinate all phases of Y P Y P Specification numbers. B. Soil poisoning shall be completed immediately prior to accordance with ASTM C94. the work, including the required reporting procedure, to 9. Identification of deviations from Contract Documents. 1.03 MAINTENANCE OF DOCUMENTS AND SAMPLES: placement of vapor barrier. P P A. Perform work in accordance with ACI 301. Obtain materials Strength: Unless otherwise indicated in structural drawings, minimum obtain the end result within the full purpose and intent of the drawings and specifications for the project. 10. Identification of revisions on resubmittals. 11. Contractor's stamp, initialed or signed, certifying to A. In addition to requirements in General Conditions, maintain C. Do not apply soil poison when surface water is present. from same source throughout the work. c compressive strength of concrete at 28 days shall be: 9/7/18 review of submittal, verification of products, field P AS NOTED at the site for Owner one record co of: PY Job B. Regulatory Requirements: Local Building Code. Sheet 1. Foundations: See Struct. 1.02 VERIFICATION OF SURVEY DATA: measurements and field construction criteria, and coordination of the information within the submittal 1. Contract Drawings. 3.02 LOCATION OF APPLICATION: C. References: American Concrete Institute (ACI). 2. Columns: See Struct. A. Prior to commencin an excavation or radin ,the 9 Y 9 9 Contractor shall satisfyhimself as to the accuracy of all Y with requirements of the Work and of Contract Documents. Submittals received without the 2. Specifications. 3. Addenda. A. Apply soil poison to all areas beneath concrete floor slabs on grade or fill, to all areas beneath sidewalks extending to the " 1. Specifications for Structural Concrete for Buildings", 3. Floor slabs: See Struct. 4. Sidewalks: See 3,000 psi. survey data as indicated in these plans and specifications Contractor's "checked" stamp will be cause for 4. Change Orders and other modifications to the outer edge of landscaping of the exterior canopy and along 9 P g PY g ACI 301. 5. All other concrete unless otherwise noted on drawings: g ' See Struct. and/or as provided b the Owner. Should the Contractor P Y immediate return without further action. Contract. the interior sides of all foundation walls and grade beams. discover an inaccuracies, errors, or omissions in the Y 5. Reviewed shop drawings, product data, and samples. Where the exterior wall is abutted by concrete slabs, asphalt 2. "Recommended Practice for Measuring, Mixing, C. Slum 4" 102 mm +/_ 1" 25 mm unless otherwise noted on P ( ) ( ) surveydata, he shall immediate) notify the Architect in Y fY paving or other permanent surfacing, treat the exterior sides of9 Transporting, Placin Concrete", ACI 304. drawings. order that proper adjustments can be anticipated and P P 1 P SECTION 01410 - TESTING LABORATORY SERVICES 6. Field test records. foundation walls and grade beams as specified for interior ordered. Commencement b the Contractor of an y y 7. Inspection certificates. 8. Manufacturer's certificates. sides of such walls and beams.D. 3. "Recommended Practice for Hot Weather Concreting", Maximum Water Cement Ratio shall be 0.58. excavation or grading shall be held as an acceptance of the ACI 305. survey data by him after which time the Contractor has no claim against the Owner resulting from alleged errors, PART 1. GENERAL B. Store Record Documents and samples in field office apart 3.03 RATE OF APPLICATION: 4. "Details and Detailing of Concrete Reinforcement", omissions, or inaccuracies of the said survey data. from documents used for construction. Provide files, racks A. Building areas: Apply soil poison at the minimum rate of ACI 315. ART 3. EXECUTION 1.01 REQUIREMENTS INCLUDED: and secure storage for Record Documents and samples. one gallon of toxicants to each ten square feet of area g q 1.03 LAYOUT OF WORK: C. Label and file Record Documents and samples in under slabs on grade within the building lines. 5. "Building Code Requirements for Reinforced Concrete", ACI 318 q 3.01 INSPECTION: A. The Contractor shall employ an Engineer or Land Surveyor, P Y 9 Y registered in the State of Florida, cause him to establish a A. Contractor shall employ and pay for services of an independent testing laboratory to perform specified accordance with Section number listings in Table of Contents of the Specifications. B. Masonry Foundation Walls: Treat the voids of the foundation walls at the rate of one gallon per five lineal feet. D. Finishing Tolerances, unless otherwise shown on drawings. A. Verifyanchors, seats, plates, reinforcement, and other items permanent bench mark, provide reference points for all services and testing. to be cast into concrete are accurately placed, held buildinglines, grades, finish floor, curbs, pavement elevations, g D. Maintain documents in a clean, dry, and legible condition. C. Miscellaneous: Apply soil poison at the rate of two gallons E. Details of concrete reinforcement accessories not covered securely, and will not cause hardship in placing concrete. and utility inverts. B. Related Requirements: Do not use record documents for construction purposes. P P per five lineal feet at the following areas: herein shall be in accordance with ACI Manual SP -66. 3.02 PREPARATION: 1.04 COOPERATION:E. 1. Conditions of the Contract; Keep Record Documents and samples available for inspection by Architect. 1. Immediately below expansion joints, control joints F. In case of conflict between the reference standards and A. Prepare previously la P P y p ced concrete by cleaning with steel A. The Contractor performing under this Contract, and other Inspections and testing required by laws, ordinances, and all areas where slab will be penetrated b P Y construction features. specifications, the buildingcode shall govern. 9 brush and applying bonding agent. Apply epoxy bonding contractors performing under separate contracts, are rules, regulations, orders or approvals of public 9 PP P 1.04 RECORDING: 1. Formed surfaces: In accordance with ACI 301. agent in accordance with manufacturer's instructions. g obliged to coordinate their work, in order that construction 9 will proceed without harm or inconvenience to the Owner P authorities. A. Record information on a set of blueline opaque drawings. 2. Where exterior facings or veneers extend below grade level along the exterior side of all foundation 2. Slabs: ACI 301, Class A; 1/8" (3 mm) in 10 ft. (3 m), as B. At locations where new concrete is doweled to existing work, 9 caused from failure to coordinate, to complete all work 2. Certification of products, test, adjust and balance B. Provide felt walls, or where unit masonry foundation construction determined by a 10 ft. straight edge placed anywhere on drill holes in existing concrete, insert steel dowels, and pack g P solid with non -shrink according to the time set forth as per their respective of equipment, laboratory tests required, and tip marking pens, maintaining separate colors is used. the slab in any direction. grout. agreements. standards for testing: Individual sections of for each major system, for recording information. specifications. 1.03 TESTS: C. Install 6 mil thickness vapor barrier under interior slabs on fill to 1.05 AS -BUILT DRAWINGS: C. Record information concurrently with construction progress. Do not conceal any work until required information is SECTION 03100 -CONCRETE FORMWORK 24" beyond building perimeter. Lap joints minimum 12" and seal allpipe penetrations with tape as per drawing details. Do A. Provide as -built drawings to the Architect on or before final 1.02 QUALITY ASSURANCE: recorded. A. Testing and analysis of concrete will be performed by an independent laboratory approved by Architect. Costs of such not disturb or damage vapor barrier while placing concrete. payment for the project.tests A. Meet' Recommended Requirements for Independent D. Contract Drawings and Shop Drawings: Legibly mark each PART 1. GENERAL will be borne by Contractor. Repair damaged vapor barrier. B. The intent is that the said drawings or plans shall show the Laboratory Qualification", published by American Council item to record actual construction, including: B. Submit proposed mix design for each class of concrete to 3.03 INSTALLATION: exact locations as installed of all underground and of Independent Laboratories. 1.01 REQUIREMENTS; appointed firm for review prior to commencement of work. otherwise concealed conduit, pipe and duct lines which 1. Measured depths of elements of foundation inA. Indicate cement brand and type, aggregate gradation and Placing Concrete: were not installed exactly as shown on the original contract B. Comply with requirements of ANSI/ASTM E329 and relation to finish first floor datum. A. Work Included: Formwork for cast -in-place concrete, with source, and admixture brands. Submittals shall contain drawings. ANSI/ASTM D3740. shoring, bracing, and anchorage; openings for other affected location of placement of each mix design. 1. Wet all forms not having been coated prior to pouring. 2. Measured horizontal and vertical locations of work; form accessories; stripping forms. C. Pie lines and ducts which are installed in furred spaces, P P C. Authorized and licensed to operate in the State of Florida. underground utilities and appurtenances, referenced C. Testing firm will take cylinders and perform slum tests in 9 Y P P 2. Convey concrete from mixer to final position by method pipe chases, or other spaces which can be readily to permanent surface improvements. B. Related Work: accordance with ASTM C413. which will prevent separation or loss of material. Use inspected by the use of access panels or other means of access will not be considered as being concealed. D. Submit copy of report of inspection of facilities made by 3. Measured locations of internal utilities and D. One set of four(4) cylinders will be made for each class of elephant trunks or other approved devices for placing where free drop would exceed 7 feet. P Materials Reference Laboratory of National Bureau of appurtenances concealed in construction, 1. General requirements: Division 1 every 50 cubic yards of concrete, or fraction thereof placed per paper D. The drawings shall be drawn to scale on transparent a 9 P Standards (NBS) during the most recent tour of inspection, referenced to visible and accessible features of 2. Cast -in-place concrete: Section 03300 day but not less than once for each 5000 square feet of surface 3. Regulate rate of placement so concrete remains plastic or sepia line prints of the contract drawings. If sepia line P P 9 P with memorandum of remedies of any deficiencies reported construction. area for slabs or walls. Test one cylinder atone at 7 days and two at and flows into position. Deposit concrete in continuous prints are used, the sepia lines shall be deleted as required by the inspection. 1.02 SYSTEM DESCRIPTION: 28 days. If strength tests do not meet minimum standards, the operation until ane/ or section is completed. P P P and ink lines added thereto or other approved method to ( PP ) 4. Field changes of dimension and detail. additional cylinder shall be used to verify strengths either at 56 provide complete as -built drawings. E. Testing equipment shall be calibrated at reasonable A. Design, engineer, and construct formwork, shoring, and days or as directed by the Architect or Structural Engineer. B. Consolidating Concrete: g E. The sepia prints may be purchased from the office of the intervals with devices of an accuracytraceable to either NBS Standards or accepted values of natural physical 5, Changes made by Modifications. bracing to meet design and code requirements, so that resultant concrete conforms to required shapes, lines, and E. One slump test will be taken for each set of test cylinders 1. Concrete shall be consolidated by vibration, spading Architect. constants. 6. Details not on original Contract Drawings. dimensions. taken and whenever consistency of concrete appears to va y PP ry' or forking so that concrete is roddingg thoroughly hl worked embedded around the reinforcement, around embedded items, SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES 1.03 LABORATORY RESPONSIBILITIES: 7. References to related shop drawings and Modifications. 1.03 QUALITY ASSURANCE: F. Tests required by changes requested by Contractor or extra testing required by failure to meet specification requirements and into corners of forms, eliminating all air or stone pockets which may cause honeycombing, pitting or A. Cooperate with Architect and Contractor; provide qualified E. Specifications: Legibly mark each item to record actual A. Construct and erect formwork in accordance with will be at Contractor's expense. planes of weakness. 1.01 GENERAL: personnel at site after due notice. construction, including: ACI 301, "Specifications for Structural Concrete for G. Rejected Materials: In the event that tests on cylinders 2. Do not use vibrators for transport concrete in forms. A. Submit Shop Drawings, Product Data, and Samples B. Perform specified inspection, sampling and testing of 1. Manufacturer, trade name, and catalog number, of Buildings", and ACI 347, "Recommended Practice for " Concrete Formwork". Construct formwork to maintain disclose a failure to develop the ultimate strengths required, Architect may order other tests to be made on portion of 3. Vibrate concrete minimum amount required for q required by the Contract Documents. roducts in accordance with s ecified standards. P P each product actually installed, particularly optional tolerances in accordance with ACI 301, Table 4.3.1. structure affected to determine the adequacy of such portions consolidation. items and substitute items. to sustain the loads for which its members were designed. In C. Construction Joints: 1.02 SHOP DRAWINGS: C. Ascertain compliance of materials and mixes with 2. Changes made by Addenda and Modifications. PART 2. PRODUCTS the event such tests indicate failure of any member to support A. Drawings shall be presented in a clear and thorough requirements of Contract Documents. the designed load, including the factor of safety, costs of g g y' changes, modifications, or replacements made necessary by 1. Joints not shown on drawings shall be located at g manner. Details shall be identified by reference to sheet D. Promptly notify Architect and Contractor of observed F. Other Documents: Maintain manufacturer's certifications, inspection 2.01 MATERIALS: failure, as directed by Architect, will be paid by Contractor. points of minimum shear; as approved by Architect. and detail, schedule or room numbers shown on Contract certifications, field test records required by .Drawings. irregularities or non-conformance of Work or products. individual Specifications sections. A. Forms for unexposed finish concrete: Plywood boards, metal, PART 2. PRODUCTS 2. Clean and roughen surfaces of concrete; remove or other acceptable material. laitance. 1.03 PRODUCT DATA: E. Perform additional inspection tests required by Architect or 1.05 SUBMITTALS: Owner. B. Form ties: Removable or snap -off metal; 1" break back 2.01 MATERIALS: D. If not indicated otherwise on drawings, slabs on grade and/or A. Preparation, P A. At Contract close-out, deliver Record Documents and " dimension; no larger than 1 diameter. fill shall be placed in areas approximately square, if shape F. Promptly submit written report of each test and inspection. samples to Architect for the Owner. A. Ready -mixed concrete, ASTM C94. Concrete: Read permits, of 500 sq. ft. with construction joints between adjacent 1. Clearly mark each copy to identify pertinent products Include date issued, project title and number, testing laboratory B. Transmit with cover letter in duplicate, listing: P 9 C. Form release agent: Colorless material which will not stain g areas. Place concrete checkerboard fashion with 24 hours minimum between adjacent pours. or models. 2. Show performance characteristics and capacities. name, address, and telephone number, name of laboratory inspector, concrete, absorb moisture, or impair natural bonding. 1. Portland Cement: ASTM C150, Type I or 111. 3. Show dimensions and clearances required. q date and time of sampling or inspection, record of temperature 1. Date. PART 3. EXECUTION 2. Normal Weight Aggregate: ASTM C33 (except that the 3.04 CURING AND PROTECTION: 4. Show wiring or piping diagrams and controls. and weather conditions, date of test, identification of 2. Project title and number. gradation of locally produced aggregate shall conform to product and specification section, location of sample or test 3. Contractor's name, address and telephone number.the local Building Code). A. Immediately after placement, protect concrete from premature B. Manufacturer's standard schematic drawings and diagrams: in the Project, type of inspection or test, results of tests and 4. Number and title of each Record Document. 3.01 ERECTION: drying, excessively hot or cold temperatures, and mechanical compliance with Contract Documents. 5. Signature of Contractor of authorized representative. 3. Water: Clean and Potable injury; maintain concrete with minimal moisture loss at 1. Modify drawings and diagrams to delete information A. Erect forms to sizes, shapes, lines, and dimensions shown, as relatively constant temperature for period necessary for which is not applicable to the Work. 1. Testing Distrubution. One copy to each of the following: SECTION 02281 - TERMITE CONTROL required to obtain accurate alignment, location, grades, level B. Slab Dampproofing: 0.006" clear polyethylene film. hydration of cement and hardening of concrete. Cure in accordance with ACI 301. 2. Supplement standard information to provide and plumb work in finished structures. Provide openings to information specifically applicable to the Work. a. Architect facilitate cleaningand inspection. P C. Curing, Sealing: Burke Co. "Spartan -Cote"; Sonneborn "Kure "Sealtight B. On surfaces to receive finished flooring, do not use curing 1.04 SAMPLES: b. Owner PART I. GENERAL -N -Seal'; W.R. Meadows TIAH". compounds that could impair bond. Do not use curing C. General Contractor B. If approved, provide additional concrete required beyond compounds on surfaces to receive hardener. A. Samples shall be of sufficient size and quantity to clearly d. Structural Engineer 1.01 CONDITIONS AND REQUIREMENTS: minimum design profiles and dimensions of footings as illustrate: e. Record Documents File detailed, at no extra cost to Owner. 3.05 REPAIR OF SURFACE DEFECTS: A. All provisions of the Conditions of the Contract apply to 1. Functional characteristics of the product with G. Interpretation of test results, when requested by Architect. this Section. C. Apply form release agent on formwork in accordance with A. Surface defects, including tie holes, shall be repaired integrally related parts and attachment devices. manufacturer's instructions. Do not apply form release agent immediately after form removal, in accordance with ACI 301. 2. Full range of color, texture, and pattern. B. Related Requirements Specified Elsewhere: where concrete surfaces are scheduled to receive special 3.06 FIELD QUALITY CONTROL: 1.04 LIMITS ON TESTING LABORATORY AUTHORITY: 1. General requirements: Division 1 finishes which may be affected by agent. Soak surfaces of 1.05 CONTRACTOR RESPONSIBILITIES: A. Laboratory may not release, revoke, alter or enlarge on untreated forms with clean water. A. Maintain field inspection and testing records of placed 1.02 QUALIFICATIONS: concrete items. Record date, location of pour, quantity, air A. Review Shop Drawings, Product Data, and Samples prior requirements of Contract Documents. D. Provide formed openings where required for work embedded temperature, and test samples taken. to submission. A. All work to be performed by a certified pest control in or passing through concrete. Coordinate work of other B. Laboratory may not approve or accept any portion of Work. contractor. sections in forming and setting openings, slots, recesses, 3.07 FINISHING: B. Determine and verify: chases, sleeves, bolts, anchors, other inserts. Install C. Laboratory may not assume any duties of Contractor. 1.03 TESTING: accessories in accordance with manufacturer's instructions, A. Finishing of Formed Surfaces: Finish in accordance with 1. Field measurements. level and plumb. ACI 301. Unless otherwise shown, shall be as follows: 2. Field construction criteria. D. Laboratory has no authority to stop Work. A. At the Owner's option, during application, one or more 3. Catalog numbers and similar data, samples of the poison being used may be taken for E. Clean forms to remove foreign matter as erection proceeds. 1. Rough form finish: For all concrete surfaces not 4. Conformance with specifications.testing. 1.05 CONTRACTOR RESPONSIBILITIES: If test results indicate non-compliance with the exposed to public view. specifications, all areas shall be retreated and all costs, C. Coordinate each submittal with requirements of the Work A. Deliver to laboratory adequate samples of materials including testing, shall be at no expense to the Owner. 3.02 REMOVAL OF FORMS: 2. Smooth form finish: For all concrete surfaces exposed and of the Contract Documents. proposed to be used which require testing, together with 1.04 GUARANTEE: A. Do not remove forms and shoring until concrete has sufficient to public view. D. Notify the Owner, in writing, at time of submission, of any proposed mix designs. strength to support its own weight and has attained 2/3 of B. Finishing of Slabs: Finish in accordance with ACI 301. Unless deviations in the submittals from requirements of the A. Upon completion of the soil treatment and prior to final required 28 day compressive strength. otherwise shown, shall be as follows: Contract Documents. B. Cooperate with laboratory personnel, and provide access payment of the work, furnish to the Architect for to Work, and to manufacturer's operations. P transference to the Owner, a five (5) year renewable B. Form facing material may be removed 48 hours after 1. Floated finish: For surfaces intended to receive E. Begin no fabrication or work which requires submittals until written guarantee certifying that the application was made g �' g PP placement, only if shores and other vertical supports have waterproofing membranes, conventional full -mortar bed � g return of submittals. C. Provide incidental labor and facilities to provide access to at the concentration rates and methods specified herein for subterranean termite control. been arranged to permit removal of form facing material tile installation. work to be tested, to obtain and handle samples at the site P without loosening or disturbing shores and supports. 2. Troweled finish: For floors intended to receive thin set 1.06 SUBMISSION REQUIREMENTS: or at source of product to be tested, to facilitate inspections tile, resilient flooring, carpeting, or left exposed. and tests, and for storage and curing of test samples. PART 2. PRODUCTS C. Reshore structural members due to design requirements or A. Make submittals promptly in accordance with approved construction conditions to permit successive construction. 3. Sidewalks: schedule, and in such sequence as to cause no delay in the D. Notify Architect and laboratory 24 hours prior to expected Remove formwork progressively so no unbalanced loads are Work or in the work of any other contractor. time for operations requiring inspection and testing 2.01 MATERIALS: imposed on structure. Do not damage concrete surfaces a. Broom finish with smooth edges as shown on drawings services. during form removal. for sidewalks. B. Number of submittals required: A. Use only water-based emulsion soil chemicals. b. Detectable warning finish on handicap access ramps shall be exposed washed river rock, broadcast, troweled 1. Shop Drawings: Submit one reproducible B. Use working solutions containing any one of the following and washed on top surface of the concrete slab in an transparency and two opaque reproductions. chemicals at the listed minimum concentration: even consistent manner. 2. Product Data: Submit the number of copies which the Contractor requires. 1. Aldrin 0.5 percent C. Surface Curer / Sealer: Apply to exterior concrete topping slab 3. Samples: Submit in quantities required by the 2. Chlordane 1.0 percent surfaces that are to remain exposed. Do not use sealer that Architect. Generally, two (2) color, finish and texture 3. Chlorpyrifos 1.0 percent could impair surface finish or bond integrity. samples. 4. Cypermethin 0.6 percent 4t Mo N H M N U Z U) Q C9 O Cr C) ;D co W LL - J QQ w Q W wm U_ z j 0 �- U 0o w o°O H . J¢ J CO _3 } CD 0 Q Q = my m IL`o 0 F- [L o ` A N O 2� 8r Z co o wNm M a .. L 0 0 U) LL. 0 N Z a - W � 0 Q LL VZ Z H 0 Cl) V LJJ>- L] ~ W W > =D V OW J C' LL >. W Z >. W CLZce. Q WZ W J � Q Z Q J W J . r M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A0.02 Of X/X Sheets CN LO LO LO C:1 CJ F_ Cn ~ U Z vii < (D o 0 EE Z N O ;o Lu W �a Q wo Q w w Lm Z ?o ON SECTION 05400 - COLD -FORMED METAL FRAMING SECTION 07200 - INSULATION CD m SECTION 07270 - FIRESTOPPING SECTION 07920 -_ SEALANTS AND CALKING,T SECTION 09250 •GYPSUM WALLBOARD SECTION 09900 -PAINTING Elmo Q ,1 , W U') M PART 1. r,FNF_RnL U 0 Q Q • CT ~ v� = a> C0 U) o c CC PART 1. GENERAL 0 W Nm o co Q LM �/ 0 .1 LIL PART 1. GENERA ZJ � 1.01. CONDITIONS AND REQUIREMENTS: 1.01 WORK INCLUDED: PART_L GENERAL - W Cl) z00 PART 1. GENERAL W>- PART 1. GENERAL 1.01 REQUIREMENTS: A. All provisions of the Conditions -tithe Contract aonlv_toshis Section, A. Installation of_firestoppillgmaterial s-att openina_s jd anrlyos in, or at periphery of fire -rated construction. 1.01 CQNDITIONSAND.REQ IREMENT,S 1.01 CONDITIONS AND REQUIREMENTS: 1.01 CONDITIONS AND REQUIREMENTS: A Work included:- Structural metal wallframino. . withanchorage t REI ATFt1]�(QRK; REVISIONS A All provisions of the of the Contract aoolv_Soshis A. All provisions of the Conditions of the Contract apply to this Section. and bracing- C. Related Requirements Specified Elsewhere: -Conditions Section A. ,�provisions_of ft Condit ions.ofthe_Contractapply to this Contract A. Sealants Caulkmgs._ Section Bid Date 917/18 , Drawn HT Section. B. Description: Provide all painting and finishing of surfaces 13 Related Work 1. Gypsum wallboard: Section 09250 -and B. Gypsum Wallboard: B. RelateRequirements Specified Elsewhere as indicated on the Interior Design drawings. -Section -MM B. Related Regr i�ments Specified Elsewhere; L Non -load bearing metal framing: Section 09100 In QUALITY ASSURANCE: LM REFERENCES. L Flashing and sheet metal: Section 07600 C. Related Requirements Specified Elsewhere: 2. Gypsumwalibomrd:_ Section 0 0 2. Cementplaster: Section 09220 L Cold -Formed Metal Framing:_ Section -05400 1512 QUALITY ASSURANCE A. QualitySontrol:_ Provide manufacturer's written certification that intended for use meet A. ASTM E814 Fire Tests of Through -Penetration Fire Stops.. 3s Gypsum wallboards --Section DMO 2 lnsulatiomSectron-g7200 3. Firestopping: Section 01270 L General requirements: Division 1 2. Sealants and calkings: Section 07920 A. Erector Qualifications: products, specified requirements.4. L B B. Uuilding Materials Directorv:Ihrough-Penetration Fire.. Stops.Systems jXHEZj, 2t�Eill.Yoidot_CavTitv.Materi8ls 1.02 Slt1ALLLY-ASSURANCE: Podtand_Cement Plaster:_ Section 09220 5. Painting: Section 0990 1.02 QUALITY ASSURANCE: B Appl(XHHW). Acce tn_ableto insulation C. Florida_Builslinglrode_jFEC). A. Applicator Qualifications:.-Minimum2years-exoerienceJn L Minimum 3 yearsPxperience on com arab) cold formed framing. mateirials manufto acturer. materials manufacturer. D, NFPA71l- National -Electrical Code, applying sealants. L02 QUALITY- ASSURANCE A. Include on label of containers: metal projects. 2 Welders qualified ifed in accordancemith_AWS-Q1. L03 SUBMITTALS: 1�04 DEF1NITi NS. 1.03 SUBMITTALS: A. Reference Standards: 1. Manufacturer's name 2. Type of paint B. Design Criteria: "Specifications for the Design of Cold -Formed A. Product data and installation instructions. A. Firestopping: A material, or combination of materials, to retain A. P-roductData:._hecosopiesQf product manufacture s 1. Gypsum Association, "Recommended Specifications 3. Manufacturer's stock number Steel Structural Members. "American Iron and Steet_Institute, AISL B. Samples: Identifywith manufacturer's name, brand name, the_integrity of time -rated constructionity maintaining -an effectors barTier_againstthe spread_offlame, smoke, specification s_forsealant,.backing-and related materiais, for I-IGA- a Application and Finishing - f Gypsum Board GA21.6. -limp-cop" GA-in 4. Color 5. Instructions for reducing, where applicable T- value and composition, gasses. It shall be used in specific locations as follows: B. ColorrhartfQr_coR&selection by Architect. duration of project. 6. Label analysis G. References: L Duct, _cables, _conduit, _ and piping-penetrationsthrough C Samples:.- One cartridge of each tvpg_andcolor,ofmalantto B. Acceptable Manufacturers: 1.03 SUBMITTALS: L ASTM A4ppedSteel Process. Sheet, Zinc Coated f�yi�d�r the -Hot -Dipped 1.04 PRODUCT DELIVERY -AND STORAGE: floor slab and through time -rated partitions or fire walls. be used: samples of..backing .maWiaL 1. Gold BnnrlBuildingProducts A. Application procedure and materials. A minimum of sixty 2 ASTM A525 Specification for Steel Sheet , Zinc Coated A. Deliver materials in original packaging with labels intact 2. Openings andpenetrationsi"me.rated_partiti9nsot 1.0.4 PRODUCT DELIYERY, STORAGE AND- HANDLING: 2. unites) -States Gypsum Company (60) days prior to initiating this work, submit for approval (Galvanized) by the Hot -Din Process. (�-T manufacturer. contents brand name. R -value• �g � fire walls containing fire doors. manufacturer's published application procedure, and a 3. American Welds ciety.AWS D1.1, Structural A. Deliver materials inoriuinai.sealed containers_or_packages L03 SUBMITTALS: list of materials proposed for each coat, including names Welding Code, B. Store off the ground. Protect against weather, 1.05 QUALITY ASS IIRANGE with. manufacturer's name, labels,_ product identification and numbers of each project. condensation. -and damage. legible. A. For information only, submit 2 copies of manufacturer's InstructionsTor_eachtype Im SUBMITTALS: A. Submit manufacturer's product letter c specifications and installation. of B. Samples: A minimum of fourteen (14) days prior to the 1.05 SCHEDULING: ria cerfifiedlaborato[y tesiropodthatthematerial_oc.comhination or combination 1.OS GUARANTEE: wallboard andaccesso requited � purchase of paint and initiating this work, install a P P 9 A. Shop Drawings -of material meet the requirements specified in ASTM E814 and 5' x 5' panel of each type of paint color specified for final A. Coordinate installation with other trades whose work may are to classified inllls Building Materials -Directory. A, Guar anteework against leaking, cracking and separating 1.114 PRODUCT HANDLING: paint approval. Final paint color approval shall be made L Shop and field assembly details, including cuts and be affected or have effect. from adjacentt -material fornperiQdof- ivel 5) years after by the Architect only. connections. PART2- PRODUCTS B. Materials shall meet and be acceptable for use by all three final acceptance. A. Deliver in manufacturer's unopened bundles or packages 2. Tyne and location of shoo and field wetds,ltvets, bolts model -build' Basic Builds rng codes, Building Unrfotm Building fully identified with manufacturer's name brand, e. and 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING: and fastening devices.. 2.09 MATERIALS: Code�Standard BuildingCode. grade. PART2. PRODUCTS A. Deliver materials and store on the site in original B. Product Data: Cl Materials shall meet the requirements ofNFPA_70 National B. Protect from weather,_ soiling, and damage_ using handling containers, unopened, with manufacturer's labels and A. Thermal Insulation: Mineral or glass fiber blanket having Electrical Code. equipment and storage techniques s recommended the g � � 9� identification legible and intact. L Descriptive data illustrating cold-fomred-kamingsystem the followina thermal resistance "R"yatuK. (Insulationh 2.01 MATERIALS: manufacturer. components including fasteners and accessories- U-L._Rated Assemblies shall bear the UL Classification 1.06 SUBMITTALS: B. Comply with health and fire regulations. 2. Erection instructions containing sequence of operations Marking BZJZ). A. thane_ Sealant for Exterior Masonry_ Control Joints Polyurethane q temporary and re uiremenlafor p ng product data, certificates and A. Submit shop drawings, baser: PART 2. PRODUCTS 1.05 JOB CONDITIONS: L Exterior Framed Wall Areas: JL -11 kraft paperfaced-with- manufacturer's installation instructions under provisions of G. Certificates: Man ufacturer's..cer ification_thatmaterialsmeet flanges on edges. Sectiw-ot 4. 1. Pecora: Dy an trol I A. Environmental Requirements: specification requirements 2. Tremco: �ymonic 2.01 STANDARD OF COMPARISON: B. Submit manufacturer's product data for all 3, Yulkem�_116 1. Comply with manufacturer's recommendations as to B. Rigid Insulation Board:. .materials_and prefabricated devices. providing desert ions�ficient for A unless otherwise specified. materials as nroducedhy environmental conditions under which coatings and PART2 PRODUCTS identification at the job site. Include manufacturer's I Sealant for Interior Masonry Control Joints with Fire Rating United States Gypsum (USG) are specified herein as a coating systems can be applied. L Retail masonry walls: Full her from foundation to roof g� instructions.for installation. up to 314" wide: (Modified acyrlic latex standard of -quality and performance. joist bearing: (R-4.1) 2. Do not apply finish in areas where dust is being generated. 241 ACCEPTABLE MANUFACTURERS: C. Submit shop drawings showing proposed material, 1. Pecora:.AC20.FTR 2 .02 MATERIALS: reinforcement,anchorage• fastenings and.method-of B. Surfaces to Receive Work: To be smooth, even, sound, A. Provide metal stud system as manufactured byone-of the PART 3. EXECUTION installation. _Construction details shallaccu-ratelyreflect actual C. Sealant for Exterior Use (Silicon_ a base): A. Gypsum_Wallhoard: thoroughly clean and free of defects which would adversely followingproviding p ovidingg manufacturer's product complies with job conditions. affect application of this work. Moisture content of masonry, Florida Builidng Coderop duct requi[ements 301 INSPECTION: L Pecora:_80 1. Regular -Board _ASTM C36.80 taneredodge_and concrete and plaster surfaces should not exceed fifteen (15) 2. Tremco: Spectrem 2 square edge. percent. Use a moisture meter to determine degree of L Ram Steel Framing A. Examine areas to receive insulation to insure 3, GE: Silglaze N SCS 2501 moisture prior to painting. Thoroughly wash surfaces 2. Clark Dietrich Building Systems protection against inclement weather and other hazards. 1.07 DELIVERY, STORAGE, AND HANDLING: 4. Corning 790 2. Fire -rated -Board _ASTM.C36-78, Tyt2e_X,.firecode containing excess alkalinity as recommended by paint 3. Marino/WAREand work preceding trades if completed. C• tapered manufacturer. Surfaces which do not meet the tolerances 4. Alabama Metal Industries Inc A. Deliver in original unopened containers or packages bearingD. CaulksforInterior Use (Acrylic base): of quality requirements imposed within the specifications a. Check that available space is of sufficient depthfor manufacturer's names, brand designations, and product B. Gypsum Wallboard Accessories:__P.lovide_inaccordance governing substrate construction shall be repaired or 242 MATERIALS: required insulation thickness. descriptions. 1 Pecora: AC -20 with Gk -21L replaced prior to installing this work. A 16- and heavier structural members: ASTM A653. C. Verjiv that substrate is clean and dry. B. Store materials under cover and protected from damage. 2. TremcolIremco_Acryltclatex-834 3, Bonneborhem-Calk600 1. Corner_bea casino and trim beads: Galvanized C. Coordination: Install window glazing, sealing, exterior with a minimum yield point of 50,000 9aLvanized. y psi- 4. Sgnneborn LSonolac steel doors, and all roofing completely, prior to application of this 3.02 INSTALLATION: C. Do not use damaged materials. work. Mask, cover, and protect by removal, if necessary, B. 20 ga.18 ga. and li ter structural members:-ASIMA653 E. Sealants for Traffic Joints 2. Cantroljoint:_11SG#093. or_approvad-equaL adjacent materials and surfaces. Grade B galvanized, with a minimum yield point of 33,000 Psi A. Blanket and Batt Insulation. 1.08 SEQUENCING/SCHEDULING: G. Accessories: _CD1d formedmetal framing_manufacturee L Fit insulation snugly between framing. A. Coordinate the work of this section with work performed under 1. Traffic Type Joints: C_920...IypeGrade P,_ Class 25, Use T(Fast Drying) 3. Reinforcing tape, ioi_ �t compound" ASTM C475, and as recommended by manufacturer of gypsum board. D. Protection: 1. Cover or otherwise protect finished work of other standard other sections of the Project Manual. trades and surfaces not being painted concurrently 2. Maintain integrity insulation over entire area to he F. JointFjllers 4. Fasteners fora ttachinggypsumbm-d....(GA21-6) or not to be painted. 243 FABRICATION insulated. PART 2. PRODUCTS 2. Provide "Wet Paint" signs as required to protect 3. Carefullysutand fit insulation around pipes, conduits L Ffre_blockiogmaterial: Ultra Block byPecora. a. On metal framing: Type S or Type S.12. as newly painted surfaces. A. Form members to ma_nufacturer's standarda.hmpes m ting and other obstructions. 2.01 ACCEPTABLE MANUFACTURER: recommended by -manufacturer. design criteria. 4. Do not install insulation requiring cpmren scion in 2, Traffin.Type Dints:.Approximatelv_70 durometer PART 2. PRODUCTS excess of 10%°. A. Provide Firestopping materials specified products of the5. solid neoprene, sized.to.fit joint_widths$slepths. Adhesive:_As- recommended by manufact".-of B. Cut framing members tofrt.squarely against abutting_ members, 5. Install in accordance with manufacturer's following manufacturers: gypsum hoard. 2.01 ACCEPTABLE MANUFACTURERS: G All framing members shall be galvanized.bK the hot dip instructions. 1. Electrical Products Division) 3M, St. Paul, MN 55114. 3. All_Other_Joints:P__elformed_ILyeth ylenefoam.cord,. �� a am call sponge onin C. Acoustical Accsssocies A. Provide first line painting products for all painting done, in accordance with ASTM.A525, G -SQ process- Coating B. Foamed -in-place ace Insulation: ts, a strips sizedior_30% comoressionln_jomts,as joints, using specified products of the following manufacturers or equal: I2esignmtion. 2. Fire Stop System, Dow Corning, Midland, recommendedbysealant -manufacturer,_andwhich L Sealant _Tr_emco."Acoustical.Seala ilf.otaWDY-ed 1. Sherwin-Williams 1. Install insulation in accordance with manufacturer's Michigan, 48686 is rompatiblemdhthesealant equal 2. ICI Paints instructions. 3. Benjamin Moore PART 3. EXECUTION 2 Maintain continuitv.of insulation without gaps or 3. Flame Stop, Flame Stop, Inc., Roanke, TX 76262 G. Bond Breakers: _Jlback-jointsare.not of a 2. Insulation See.SectionDZM. voids. ll polyethylene thylen _b receiveback-upinstall polyet lene_boad-breaking B. Use only products manufactured by the same manufacturer 4. USG Interiors, Inc., Chicago, IL 60680 tapeatback-of joint' for succeeding coats after application of a primer or first coat. 241. ERECTION C. Roof Insulation: PABI.3. EXECUTION B. B. Use only products manufactured by the same manufacturer. H. Primer:.TTrpeas recommended by the manufacturer of the C. Provide well ground coat, free from caking, thickening or A Fred metal framing in a rordan .with manufacturers nstall rigid boarnsulation with joints parallel to Id i sealant material. providing.1 Is designed-to_jns.ute adhesionsettling in the container readily broken with a paddle to a instructions and reviewed shop drawings. bearing surfaces. Install all panel joints over bearing 2.02 FIRESTOPPING MATERIALS: andcompatible_with the sealant materialandsubstrate, 3.111 GYP_SUM.B.OARD INSTALLATION: smooth consistency. B. Position members plumb _square, and truetoline, surfaces. 2. Install approved mechanical fasteners in pattern and A. Firestopping materials shall constitute one or more of the causing-nostaining-of _same.-_ ote:Ndall_sealaatsrequire a primer, -Consult with manufacturer to -determine jf_primer. A. Install gypsum board in accordance with recommendations D. Deliver paint to the project site ready -mixed, in selected colors. snacinper FM 1-_90 recommendations, - following products or products comparable by the other specified isreauired for the materials of.GA-M G. Attach members s .. �r . y to each side of th-elange or weh of manufacturers. PART 3. EXECUTION the -top -and bottom tracks. 3.03 CLEAN-UP: - L Accessories solvent, agents- oche[ B. Erect single -layer standard gypsum board in direction most 1. 3M Brand Caulk CP -25 necessary materials as recommended by the sealant practical and economical. with ends and edges occurrinn 3.01 INSPECTION: D. Wire lying of com op nents_is not permitted. A. Remove and dispose, off the site, excess materials, litter, 2. 3M Brand Putty 303 manufactureressential for a completa _installation. °w-firm.bearrng. and debris leaving work areas in a clean condition. 3. 3M Brand Wrap/ Strip FS -195 A. Examine surfaces scheduled to receive paint and finishes 14 Do not splice members. 4. 3M Brand Composite Sheet CS -195 C. Usascrews .when fasteninggypsum_boardto_metal furring for conditions that will adversely affect execution, 5. 3M Brand Penetrating Sealing Systems 7900 Series PAU 2 EXECUTION or framing. Use nails or screws when fastening gypsum permanence or quality of work and which cannot be put into E Install bridging re in accordance with manufacturer's board to wood furring or framing. Staples may only be used an acceptable condition through preparatory work as recommendations. B. Firestopping material shall be asbestos -free and capable of when .samminaihe-first laverof_double-layet.applications. included in Article 3.02, PREPARATION. maintaining an effective barrier against flame, smoke, and 3.111 INSTALLATION: G. Perform welding in a .cordan e.withAWS.DLL gasses in compliance with the requirements of ASTM E814. D. Place control joints to be consistent with lines of building B. The application of any part of the work to be performed A. Thoroughly cleanalljoinL% removingallforeignmatter such spaces..in consistent pattern and as directed by, under this Section will be construed as acceptance of the C. Materials shall be suitable for the firestopping of penetrations as_dut,slust, moisture paint, rotective coatings_ which, Ar chitectiEngineer. surface, and thereafter painting contractor shall be fully made by steel, glass, plastic and insulated pipe. might fail in adhesion 9r interfere withbond.of_sealant responsible for satisfactory work as required herein. E. Place corner bead s_atercternat corners.__tlse longest D. On insulated pipe, the fire -rating classification must notB. Prim sudacesas recommended by manufacturer of practical lengths. Place edge trim where gypsum board 3.02 PREPARATION OF SURFACES: require removal of the insulation. sealant abuts dissimilar materials. Apply paint to surfaces which are smooth, even, sound, thoroughly E. The rating of the firestops shall be one (1) hour, but in no caseC. Joint filler_JWhstejoinifillerislsedas bacictipioisealant .l E. Tape,.fU4andsand exposed ioints. edges,_corners dry and clean, and free of defects which would adversely affect less than the rating of the time -rated wall assembly. compounds, install filler continuously to depth and shape openings, and fixtures, to produce surface ready to receive application of paint. specified by sealant manufacturer for_proper application surface finishes. Feather coats onto adjoining surfaces. PART 3. EXECUTIONfalters-,A. and -performance of ftroducts. Apply joinnd_gaskeis Concrete and masonry: accuratelyto_formtbe joint profile shown. Provide_ G. Remove and re -do defective work. 1. Remove fins, projections, protruding nails or other P 1 P 9 3.01 PREPARATION: watertight and airtight corners and joints a manner metal fastenings loose foreign materials. Remove -in recommended by the manufacturer. mortar splatters from areas exposed to view by A. Clean surfaces to be in contact with firestopping materials, rust dressing down with a carborundum block. or other substances that may affect proper fitting or the required D. Use bond breaker at joints. subject to movement where fire resistance. sealant contacts back of joint. 2. Patch large openings and holes with Portland cement mortar and after priming, fill remaining small 3.02 INSTALLATION:depressions E. Provide maskingtapeot otherprecautions.toerevent with a vinyl emulsion compound to migtation-orspilla"-matedals onto adjoiningaurfaces. match texture of surface as approved by the painting A. Install firestopping materials as indicated, in accordance with manufacturer. manufacturer's instructions. E Application: Applysealant-in continuous_beads,-without open joids,voldsor airon cketssoas toprovid" 3. Remove form oil from concrete by washing with B. Seal all holes or voids made by penetrations to ensure an watertight and airtight seal for the entire jointl_ ength. Xylol. effective smoke barrier. 1. De0h-to-Width_Ratio7 Apply sealant to.the_depth 4. Provide a Zinc -Chloride Phosphoric Acid Pre - 3.03 FIELD QUALITY CONTROL: andwidth.ratio recommended -by themanufacturer. treatment for concrete surfaces receiving eggshell or enamel paint. A. Examine firestopped areas to ensure proper installation prior 2. Tooling :__Tool exposed surfaces of sealant-toshe to concealing or enclosing firestopped areas.profile_shown_or,If noneisshown, tool slightly B. Wash metal surfaces with mineral spirits to remove grease, concave, oil and dirt. Wire brush or sand surfaces to remove rust and B. Areas of work shall remain accessible until inspection (and scale. Touch up factory primed surfaces with compatible approval) by the applicable code authorities. primer. Pre -treat galvanized metal with acid bound resinous or crystalline zinc phosphate preparations in accord with manufacturer's directions. CN LO LO LO C:1 CJ F_ Cn ~ U Z vii < (D o 0 EE Z N O ;o Lu W �a Q wo Q w w Lm Z ?o ON U o w CD m H ■IEMEN Elmo Q ,1 , W U') M U 0 Q Q • CT ~ v� = a> C0 U) o c CC 8� zV 0 W Nm o co Q LM �/ 0 .1 LIL ZJ � - w 0 LL. V Z Z W Cl) z00 ■ V W>- W > W 'H V =)J 0ZLL. >. CLZW F- W L u J UJ Q Z Q J t M REVISIONS DATE Contract Permit Bid Date 917/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A0.03 Of X/X Sheets 3.03 APPLICATION AND WORKMANSHIP: SECTION 10999 • MISCELLANEOUS SPECIALTIES SECTION 15440 - FIRE PROTECTION _ GENERAL NOTES W A. Perform work using experienced, skilled painter in accord PART 1. GENERAL w w m r- z ►_- 0 with manufacturer's published directions. Mix and thin paint oo PART 1. GENERAL C> m 1. GENERAL CONTRACTOR MUST HAVE THEIR OWN SUPERVISION ON SITE AT ALL TIMES WHEN SUBCONTRACTORS ARE WORKING, DELIVERING only as prescribed by the paint manufacturer. Im REQUIREMENTS;- ■- U MATERIALS TO THE SITE OR ARE ON SITE FOR ANY OTHER REASON. B. Apply paint using brush or roller. Application methods used A. Worklncludeds Im SECTION INCLUDES: O Q 2. AS A CONDITION OF THE CONTRACT, THE CONTRACTOR SHALL REMOVE FROM THE PROJECT MANAGEMENT TEAM ANY INDIVIDUAL WHOM THE shall provide complete coverage, uniform colors, specified ~ �C0 -t rr�� _ ;>co co i�J W do co ARCHITECT, AT HIS SOLE DISCRETION, DETERMINES IS UNCOOPERATIVE, OBSTAINENT, OR WHOM SUBSTANTIALLY HINDERS THE PROGRESS OR thicknesses, desired sheen and approved texture. Cut in L Fire extinguishers A. Fire protection systems workfo[ RetdilBuilding and Canopy Arca Om p N M DESIGN INTENT OF THE PROJECT. edges by brush next to trim, abutting items and internal and by rmluirements.oithis Section a0 .JU corners. Repaint any surfaces where differences occur in 1.02 SUBMITTALS: U) 0 3. DRAWINGS: ALL CONTRACTORS SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS. CONTRACTORS ARE RESPONSIBLE FOR COMPLETE REVIEW. ITEMS AFFECTING ALL coverage, or where surfaces contain runs, sags, brush 0 8. Provide a protection to. zoO o • TRADES ARE PLACED THROUGHOUT THE SET OF DRAWINGS. NO "EXTRAS" FOR MISSED ITEMS IN OTHER SECTIONS WILL BE PERMITTED. THE CONTRACTORS SHALL PROMPTLY marks, air bubbles, or stipples. A Manufacturer's catalogue cuts data sheets, and doubt doubts detector check_ yalve assembly- romfortrprot essembly,.irQmfire RrQtectinn OZ LL >- NOTIFY THE ARCHITECT OF ANY AMBIGUITY, INCONSISTENCY OR ERROR WHICH THEY DISCOVER UPON EXAMINATION OF THE CONTRACT DOCUMENTS, THE SITE, OR LOCAL a z Q product riser to distributimiaystem.distribution oioina.fLom tem, zJLUa CONDITIONS. GENERAL CONTRACTOR SHALL DISTRIBUTE COMPLETE SETS OF DRAWINGS TO ALL SUBCONTRACTORS. DO NOT SEPARATE DRAWINGS BY DISCIPLINE. C. Spray application is acceptable, unless indicated otherwise. installation instructions for each item Specified. system P distribution to s rinkler hEadlo&ations. r� DO NOT SCALE DRAWINGS, USE DIMENSIONS PROVIDED ON DRAWINGS. D. For each coat of paint used, use lightly different shade than B. Maintenance datafor each item. C. Provideacomplete Ordinary Hazard Occupancy (Group2j,wet 4. COMPLETENESS: ANY MATERIAL OR LABOR, NEITHER SHOWN ON THE DRAWINGS, NOR SPECIFIED, BUT WHICH IS OBVIOUSLY NECESSARY TO preceding coat to distinguish various coats. pipe automatic sprinkler system. completeand.readyfor COMPLETE THE WORK OF A SIMILAR NATURE OR TO COMPLY WITH ALL CODES SHALL BE FURNISHED WITHOUT ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. ALL PART2 PRODUCT$ operation- Fire protection system shall be designed -and. installed in CONTRACTORS ARE RESPONSIBLE FOR KNOWLEDGE OF AND COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. E. Apply succeeding coats only after paint is thoroughly dry in accordance with NFPA Standards-No-13-andI4. accord with manufacturer's published directions. 2.01 FIRE EXTINGUISHERS: Bid Date 917/18 IN THE CASE OF CONFLICTING QUANTITIESNALUES, THE GREATER AMOUNT OR THE ONE OF GREATER VALUE SHALL PREVAIL AND BE PROVIDED BY Drawn HT Job 2018-29 192 QUALITYASSUl3ANCE A0.04 THE CONTRACTOR AS A PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL F. Seal tops and bottoms of all doors. Finish side edges of A. AcceptableManufacturers:COMPENSATION. A. Manufacturers;_ firms regularly engaged lnthe.manufacture doors same as faces of doors. 1 Larsen's Manufacturing Co.,Ft. Lauderdale, FL 33311 of fire protection pining systems products, -of 1ypW IN THE CASE OF CONFLICTING OR INCONSISTENT INFORMATION, THE MOST STRINGENT REQUIREMENTS SHALL PREVAIL AND BE PROVIDED BY THE H. Before painting, remove or provide ample protection of 2. Walter.Kidde Co., Belleville, NJ 07109 materials and sizes required, whose_ have been -in q products. CONTRACTOR AS A PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL hardware, accessories, plates, lighting fixtures and similar 3. J.L. Industries, Bloomington, MN 55435 satisfactory use in similar service for not les than five COMPENSATION. items. Replace items when painting is completed. years - EL r Typs� Portablee • ftchemical,10 lb, U.L. 2A10B C H. lnstalle[:__System shall be installed by a licensed Contractor_ DEVIATION FROM THE CONSTRUCTION DOCUMENTS REQUIRES THE WRITTEN APPROVAL OF THE ARCHITECT. ALL MATERIALS AND METHODS OF I. At completion of work, touch up and restore field painted CONSTRUCTION SHALL COMPLY WITH ESTABLISHED STANDARDS OF PRACTICE BY RECOGNIZED AGENCIES, ASSOCIATIONS AND MANUFACTURERS finish where damaged prior to occupancy. Wall_btackets:_TQbaplastic J -hook. with_at.leastlhree_ -of successful installation �� experience on projects with_ire protection -piping systema APPLICABLE TO SPECIFIC CONSTRUCTION TRADES. 3.05 INSPECTION:D. Location: Locate at each tenant toiletroom or Fire Marshall's worksitmlarto thatreau�redior- this -prolect. 5. SUBSTITUTIONS: NO SUBSTITUTIONS OF SPECIFIED MATERIALS OR EQUIPMENT WILL BE ACCEPTED UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE approved location.__.Mounting height at top maximum 48"A,F.E C. FM Lompliance:. Comply with Factory Mutual "Approv-ed ARCHITECT AND THE CONTRACTOR HAS RECEIVED WRITTEN APPROVAL BY THE OWNER. A. Do not apply additional coats until completed coat has been inspected by the Architect.. Guide". SUBMISSION OF REQUEST FOR SUBSTITUTION SHALL CONSTITUTE A REPRESENTATION BY THE CONTRACTOR THAT HE: WILL PROVIDE THE SAME WARRANTY FOR PROPOSED PRODUCT AS FOR THE SPECIFIED PRODUCT. B. Only inspected coats of paint will considered in Q FM Labels sprinkler bear P products in F a M -approval WAIVES ALL CLAIMS FOR ADDITIONAL COSTS AND TIME EXTENSIONS WHICH SUBSEQUENTLY MAY BECOME APPARENT AND WHICH ARE determining number of coats applied. labels, CAUSED BY THE CHANGE. WILL REIMBURSE THE OWNER FOR ADDITIONAL COSTS FOR EVALUATION OF THE SUBSTITUTION REQUEST, REDESIGN IF REQUIRED, AND C. Inspection by the Owner, Owner's Representative, Architect or E. NFPA Code:_Comply with FPA 13_"Installation of REAPPROVAL BY AUTHORITIES HAVING JURISDICTION IF REQUIRED. other parties does not relieve the contractor of their Sprinkler ystems", and NdemsFPA ;?tandard for_lnsYallation Standpipe Hose Systems'; responsibilities, obligations or warranties of and . SUBSTITUTION REQUESTS WILL NOT BE CONSIDERED WHEN SUBMITTED DIRECTLY BY SUBCONTRACTOR OR SUPPLIER. 3.06 PAINTING SCHEDULE: F. UL.Labels. Provide fire ep inklerproducts.whichhave. been approved and labeled by Underwriters Laboratories. THE ARCHITECT WILL DETERMINE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION. A. Provide surface finishes, locations and type of coating inG Obtain_approvals?f State Fire Marshall and other gs�verning WHEN THE PROPOSED SUBSTITUTION IS NOT ACCEPTED, PROVIDE THE PRODUCT (OR ONE OF THE PRODUCTS, AS THE CASE MAY BE) SPECIFIED. accord with the following schedule, and as necessary to authority.6. complete all painting. Carefully examine the requirements GENERAL CONTRACTOR REQUIRED TO KEEP ALL DRAWINGS ON SITE POSTED WITH LATEST DATE DRAWINGS, REVISIONS, SUPPLEMENTAL of all sections of the specifications for this project as to the INSTRUCTIONS, ETC. FROM THE ARCHITECT. FAILURE TO DO SO WILL RESULT IN REJECTION OF ANY AND ALL PAYMENT REQUESTS. location, extent and nature of painting work required, and 1,03 SUBMITTALS: include such items to be painted which are not specifically 7. N/A included in the schedules. A. Refer to Section 41344. 8. DRAWINGS INDICATE THE MINIMUM STANDARDS, BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES, LAWS, B. Exterior Surfaces: CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE CONTRACTOR SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE WITH SUCH ORDINANCES, LAWS, NIA 8. Provide shop drawings with com ate -draw of rags_ CODES, RULES, OR REGULATIONS AS A PART OF HIS BASE CONTRACT WITHOUT INCREASE IN COST TO OWNER OR ARCHITECT. THE WORK SHALL INCLUDE ALL FIRE PROTECTION a clud n otectir. ands rp inkier system iacludin SYSTEMS, AND ANY AND ALL WORK AS REQUIRED BY THE INSPECTION AGENCIES HAVING JURISDICTION. loran locatrons_.fot.approval_.Obtartlapprovalfrorr►.goyerrvng .gover C. Interior Surfaces: 1. Glazed Epoxy (see Room Finish Schedule icy" 9. DOCUMENTATION: THE GENERAL CONTRACTOR SHALL KEEP A RECORD OF ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS. HE SHALL NEATLY AND CORRECTLY ENTER Reference): IN COLOR PENCIL, ANY DEVIATIONS ON THE DRAWINGS AFFECTED AND SHALL KEEP THE DRAWINGS AVAILABLE FOR INSPECTION. C, Submit certificate upon completion of Per p fire p�pdng (1) coat S -W Water Based Catalyzed Epoxy Primer On wallboard ( ) w c tested in- with ates thatwork has.beentestedin 10. UPON COMPLETION OF THE JOB, BEFORE FINAL APPROVAL AND SUBMITTING FINAL PAYMENT REQUEST, THE GENERAL CONTRACTOR WILL MAKE ANY FINAL CORRECTIONS TO (2) coats S•W Water Based Catalyzed Epox cords e �eriational, 13 and NFPA DRAWINGS AND SHALL CERTIFY TO THE ACCURACY OF EACH PRINT, THAT THE WORK IS COMPLETED ACCORDING TO ALL CONTRACT DOCUMENTS, AND THE CORRECTIONS TO 2. Wood: system without defect systemisoperational,cpmplete. and withoutrlefecL THE DRAWINGS BY SIGNATURE THEREON AND DELIVERY OF THE SAME TO THE ARCHITECT. (1) coat S -W ProMar 200 Interior Enamel Undercoater (2) coats S -W ProMar 200 Interior Latex Gloss Enamel 194 GUARANTEE: 11. COORDINATION: GENERAL CONTRACTOR RESPONSIBLE FOR ALL COORDINATION OF ITEMS BETWEEN ALL DISCIPLINES. PRE -INSTALLATION MEETINGS AND COORDINATION DRAWINGS ARE REQUIRED FOR ALL MATERIALS WHICH ARE SEAMED OR JOINED, AND AS SPECIFIED ON THE DRAWINGS. A. Contractor shall_gun[anteefi[esprinklerwork.and materials foLapmlodof une-(1)_yearfromAate9ffinal _acceptance -of - 12. SITE CONDITIONS: THE CONTRACTOR BY COMMENCING THE WORK ACCEPTS THE CONDITIONS OF THE SITE AND THE COMPLETENESS OF THE building CONTRACT DOCUMENTS. ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BEGINNING THE WORK. NO EXTRAS SHALL BE ALLOWED FOR DISCREPANCIES AFTER THE WORK HAS BEGUN. PART 2. PRODUCTS 13. LOCATIONS OF EXISTING OR PROPOSED UTILITIES AND STRUCTURES INDICATED ON THE DRAWINGS ARE APPROXIMATE ONLY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTENCE AND ACTUAL LOCATIONS OF SAME OR ANY NOT SHOWN PRIOR TO EXCAVATION OR CONSTRUCTION. REPAIR OF DAMAGES RESULTING THEREFROM SHALL BE BORNE BY THE GENERAL CONTRACTOR. 2.01 PIPING: 14. PERMITS: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, LABOR, EQUIPMENT, ETC., AS MAY BE REQUIRED FOR A A. InsidapipifW, Schedule 40 black steel with threaded COMPLETE PROJECT._ fittings or Schedule 10 with welded. rollroovadpipeand couplings--oLcopper,-type"L.',-with-braised.ronnections- THE CONTRACTOR SHALL FORWARD TO THE ARCHITECT A COPY OF ALL APPROVED PERMITS, DRAWINGS AND CODE COMPLIANCE ADDENDA WITH PLAN EXAMINERS COMMENTS WITHIN 48 HOURS OF RECEIPT OF THE SAME AT NO COST TO THE ARCHITECT. B. Other_steelpipe shall be UL Listed and Approved, exterior galvanized._ Joints tobethreaded in accordance with ANY ADDITIONAL WORK REQUIRED AS A RESULT OF THE ABOVE SHALL BE PROVIDED BY THE CONTRACTOR AS A PART OF HIS BASE CONTRACT ANSL8.2A orwelded ..inaccordance .withANSi13 34.1, AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL COMPENSATION IF THE CONTRACTOR FAILS TO COMPLY WITH PROVIDING THE APPROVED PLANS OR ADDENDA TO THE ARCHITECT AS SPECIFIED ABOVE. C. FHMV&may be 125 poundthreaded cast ironlaut-groove malleable_ itonlroll-groove malleable i[onistd..wL_carbon steel welded and shall be dimensionallycoo patible with 15. INSURANCE: THE CONTRACTOR SHALL CARRY INSURANCE AS REQUIRED BY THE OWNER AND ALL STATUTORY REQUIREMENTS. the-pipiL. 16. PROTECTION: GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY FROM DAMAGES DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES. THE GENERAL CONTRACTOR SHALL IZ Outside piping shall be ductilelmn watermain.mdth 250 psi_ ALSO BE RESPONSIBLE FOR PROJECT SECURITY FROM THE START OF THE WORK UNTIL THE OWNER ACCEPTS THE PROJECT AS TOTALLY rated cast iron fittings, COMPLETE. 292 SPRINKLER_ VALVE. 17. THE CONTRACTOR IS RESPONSIBLE FOR ALL PRODUCTS AND MATERIALS STORED ON SITE OR IN PLACE UNTIL THE OWNER ACCEPTS THE PROJECT AS COMPLETE, A. Provideautomatic sprinkler valvawithflowsletectors. INCLUDING TENANT INSTALLED EQUIPMENT. pressure switch, inside electrical alarm, with circuit breaker. 18. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS DAILY FROM JOB SITE. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED drain.and.pressure.gauge as required by_NFPA 13 ateach WITHIN LIMITS OF CONTRACT. floor. InterlockiQfire alarm system. 19. GENERAL CONTRACTOR IS RESPONSIBLE TO HAVE ENTIRE AREA CLEAN AND SPOTLESS AT TIME OF TURN OVER. FINAL CLEANING SHALL BE TO B. Alarm check valves shall be of the differential or_pilotvalve THE LEVEL EXPECTED FROM A COMMERCIAL CLEANER HIRED TO CLEAN A BUILDING FOR A BUILDING OWNER. typewith_[etatd_chamber, wate[motor_gong end contacts for electric alarm circuit PERFORM CLEANING IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OR FABRICATOR OF THE PRODUCT OR SYSTEM. USE ONLY CLEANING MATERIALS AND TOOLS WHICH ARE SPECIFICALLY RECOMMENDED, WHICH ARE NOT HAZARDOUS TO HEALTH OR PROPERTY, AND WHICH WILL NOT DAMAGE FINISHES. 2.43 SPRINKLER HEADEi PERFORM FINAL CLEANING AFTER SUBSTANTIAL COMPLETION HAS BEEN CERTIFIED, BUT BEFORE FINAL PAYMENT. USE ONLY PROFESSIONAL A. Use onlynew sprinklers in installation.of.sprinklersystem. CLEANERS. CLEAN TO THE LEVEL OF CLEANLINESS THAT WOULD BE EXPECTED BY A COMMERCIAL BUILDING OWNER FROM A JANITORIAL SERVICE. ALL SHEET GOODS AND FLOORS TO BE CLEANED AND WAXED PER THE OWNER'S SPECIFICATION PRIOR TO TURN OVER. B. Temperature -raft -of sprinkler headashallbe inaccordance with NFPA No. 11 20. THE GENERAL CONTRACTOR IS TO ESTABLISH A CONTROLLED AREA FOR SMOKING, EATING AND DRINKING. UNDER NO CIRCUMSTANCES WILL THE OWNER ALLOW SMOKING, EATING OR DRINKING IN BUILDING AFTER FINISH FLOORING IS INSTALLED. Sprinkle[ beads in rooms without_csilings_and_stairs_shall be -standard uprightupright spray type with brass fialsh. 21. N/A D. Sprinkler heads in finished ceiling, shall II be recessedep ndent type 22. N/A heads with whitebakedenamel_paint finish andescutcheon, 23. ALL ANGLES 90 DEGREES UNLESS OTHERWISE NOTED. E. Sprinkler heads_in canopy ceilings shall be recessedpendent 24. FIELD VERIFY ALL DIMENSIONS BEFORE BEGINNING CONSTRUCTION. type heads with chrome plated finish and escutcheon - 25. CONTRACTOR SHALL PROVIDE STRUCTURAL BLOCKING AT WALL AND CEILING FRAMING AS REQUIRED FOR ANCHORAGE OF ELEMENTS TO BE 294 FIRE DEPARTMENT_ CONNECTION: FASTENED OVER FINISHED SURFACES INCLUDING, BUT NOT LIMITED TO: COUNTER TOPS, WALL BUMPERS, HANDRAILS, GRAB BARS, PLUMBING FIXTURES, TOILET ROOM ACCESSORIES, LIGHT FIXTURES, WALL MOUNTED EQUIPMENT, SWITCH GEAR AND CONTROLS, WALL HUNG FURNISHINGS, ETC. A. Provide two way standard siamese fire department connection with chrome plated finish, local fire department 26. PRESERVATIVE -TREATMENT: ALL WOOD EXPOSED TO MOISTURE OR IN CONTACT WITH CONCRETE OR MASONRY, SHALL BE PRESERVATIVE thread,Is cans and chain, automatic drip..connectkm. PRESSURE TREATED WOOD. Mark_' PRINKLER FIRE DEPARTMENT CONNECTION;. 27. DRAFTSTOPPING/ SMOKE BARRIERS/ FIREBLOCKING: GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL SMOKE BARRIERS IN ATTICS (GENERALLY 3,000 SF MAXIMUM- UNLESS ATTIC PART 3. EXECUTION FULLY SPRINKLERED, THEN 9,000 SF MAXIMUM), AND FIREBLOCKING AT WALLS AND PARTITIONS PER APPLICABLE CODES. 391 LAYOUT 28. GENERAL CONTRACTOR RESPONSIBLE FOR CAULKING ALL DISSIMILAR MATERIALS. MATCH COLOR OF ADJACENT MATERIAL OR USE CLEAR SILICONE CAULK, VERIFY WITH ARCHITECT COLOR SELECTION PRIOR TO INSTALLATION. A. Sprinkler head layout mustrp ovide full c_ o gverage. 8 Spdnkler-headlayoutio-acousticalceilino files shallhein_the_center 29. GENERAL CONTRACTOR RESPONSIBLE, UNDER HIS BASE CONTRACT, FOR INSTALLATION OF ALL ACCESS PANELS REQUIRED IN ALL GYPBOARD of �x2� CEILINGS AND WALLS WHERE ACCESS IS REQUIRED TO EXTERIOR OR INTERIOR SIGNAGE, VALVES, CONTROLS, ETC. 30. GENERAL CONTRACTOR TO LOCATE, AND INSTALL ALL PORTABLE FIRE EXTINGUISHERS IN CABINETS IN PUBLIC AREAS AND ON HOOKS IN NON - C, Sprinkler head laI gout must adjust for obstructions including. PUBLIC AREAS AND ALL OTHER RELATED ACCESSORIES IN ACCORDANCE WITH NFPA 10, AT A MINIMUM PROVIDE 1 EXTINGUISHER PER EVERY 75' valences. stock fixtures and suspendeddisplaygrids. OF TRAVEL, LOCATE IN AREAS OF EGRESS AND NEAR EXITWAYS. COORDINATE ALL LOCATIONS WITH LOCAL FIRE MARSHAL OR FIRE DEPARTMENT 3.42 INSTALLATION: REPRESENTATIVE. A. Locate components as_reauiredtomeetsllcodes_and-trade 31. THE ARCHITECT WILL PERFORM ONE INSPECTION FOR FINAL COMPLETION, UPON REQUEST OF THE CONTRACTOR. IF THE ARCHITECT IS UNABLE TO practices -dram Install draw -off test gine connection gauge, ISSUE THE CERTIFICATE FOR FINAL PAYMENT BECAUSE THE WORK IS NOT COMPLETE, THE CONTRACTOR SHALL PAY ALL INSPECTION COSTS, m valve at all. ow pointssndrsiaslischand Install dra arae INCLUDING COMPENSATION FOR THE ARCHITECT'S SERVICE AND EXPENSES. outside or toopen sight drain. 32. UPON COMPLETION OF THE PROJECT THE GENERAL CONTRACTOR SHALL SUPPLY TO THE OWNER A COPY OF THE CERTIFICATE OF OCCUPANCY B. Route fire protection distribution and branch_piping.above PRIOR TO SUBMITTING FINAL PAYMENT REQUEST. cell.ing. Coordinate with ductwork, light fixtutes.andother 33. GENERAL CONDITIONS AND CONTRACTOR'S OVERHEAD AND PROFIT PERCENTAGES SHALL COINCIDE WITH THE OVERALL PERCENT OF piping systems.$tc, COMPLETION OF THE PROJECT ON ALL APPLICATIONS FOR PAYMENT. 34. ALL CHANGE ORDERS MUST BE ACCOMPANIED BY A COMPLETE, ITEMIZED LINE ITEM PRICE BREAKDOWN INCLUDING, BUT NOT LIMITED TO, QUANTITIES OF MATERIAL, MANHOURS OF LABOR, WAGE AND BENEFIT RATES, SUBCONTRACTOR'S OVERHEAD AND PROFIT, GENERAL CONDITIONS, BONDS, INSURANCES, AND CONTRACTOR'S OVERHEAD AND PROFIT. .T M CV HMN - U Z w Qp aC? o __ o ,� N _ 4t J LL Q W rJ = Q w o w w m r- z ►_- 0 U oo W C> m H ■- U . Ja Un F rn M C) H C) O Q Q ~ �C0 -t rr�� _ ;>co co i�J W do co D 6 � O ! o c .�_ O N ' Z V W Om p N M Q LM a0 .JU LL. CD J zCL ILLI U) 0 aW� v z 0 F- Q zoO o • W > HW �V000 OZ LL >- a z Q F- W LU zJLUa Z Q J UJ J r� M REVISIONS DATE Contract Permit Bid Date 917/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A0.04 Of X/X Sheets Mo N U SIGNAGE NOTES M o z SEE SPECIFICATIONS FOR LOCATIONS, ROOM NAMES & NUMBERS 5o 0 0 INSTALL W/4 MECHANICAL FASTENERS AND/OR ADHESIVE 2 i 4t COLORS BY ARCHITECT, AS SELECTED FROM MANUFACTURER'S STANDARD COLORS 1 404.2.3 - CLEAR WIDTH. " 32" MIN. J " SUBMIT SHOP DRAWINGS FOR APPROVAL _ 60 MIN. 60 MIN. L DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (815 MM) MINIMUM. o W SIGNAGE REQUIREMENTS THRESHOLD X CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED U_ m ~ LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPER CASE, SAN SERIF OR SIMPLE SERIF TYPE USE DOMED GRADE 2 BRAILLE a z SLIDING o U BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. \ DIRECTION OF APPROACH DOOR o= Z INSTALL SIGNAGE ON WALL ADJACENT TO LATCH SIDE OF DOOR OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING z r, z g m F INSTALL AT A HEIGHT OF 60" TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER AFF OF 36 INCHES (915 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE - �4 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES 865 MM ABOVE THE CD TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE X ( ) NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH 32" MIN. _ THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST Q FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH N THE CLEARANCES FOR FRONT APPROACHES ■- 0 TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR BETWEEN 34 INCHES (865 MM) AND 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR FOLDING GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. GROUND SHALL NOT EXCEED 4 INCHES 100 MM).J a ❑ VERTICAL LEVEL CHANGE ( 12" MIN.;-"36" MIN. 12" MIN. DOOR 6" MAX 6CIRCULAR TURNING SPACE MOUNT W/(4) MECHANICAL 303.2 EXCEPTIONS: T-SHAPED TURNING 32" MIN.IXWHEN DOOR OPENS 90° 10 FASTENERS & ADHESIVE (TYP.) SPACE ?� _ M 2 1, 1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 MM) MAXIMUM INTO THE 1 REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. v 11­- NOTE: X=12" IF DOOR HAS 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 BOTH CLOSER AND LATCH NOTE: Y=48" MIN. IF DOOR HAS BOTH p Q MOUNT LATCH SIDE" LATCH AND CLOSER 60" ' IF NO SPACE ON LATCH MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. X 4.5' HAAS CLOSER DETAIL IF DOOR DETAIL SIDE, SIGN SHALL BE 404.2.4 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT PLACED ON THE NEAREST BEVELED CHANGE I LEVEL DOORS AND GATES SHALL COMPLY WITH TABLE 404.2.4.1. MANEUVERING 32" MIN. ADJACENT WALL C PUSH SIDE PUSH 303.3 CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE c z>- PUSH SIDE z SIDE o REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. Y 404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BEI/ 24 MIN. cliI 24" MIN. Wco INCH (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT Edo. 72 IL Z5 303.2 VERTICAL. CHANGES IN LEVEL OF 114" HIGH MAXIMUM DOORWAYS SHALL COMPLY WITH 302 AND 303. o aLL 6" 6" SHALL BE PERMITTED TO BE VERTICAL. (FIG. 303.2) EXCEPTION: EXISTING OR ALTERED THRESHOLDS % INCH (19 MM) HIGH MAXIMUM MAXIMUM DOORWAY , '01303.3 BEVELED. CHANGES IN LEVEL BETWEEN 114" AND 1/2" THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN '" w HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER DEPTH > z U THAN 1:2 (FIG. 303.3) 303.4 RAMPED. CHANGES IN LEVEL 1:2 SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.5. 8W om GREATER THAN 1/2" SHALL BE RAMPED AND SHALL COMPLY 404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE WITH FBC SECTION 405 AND 406. CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 PULL 6" MIN. 6" MIN. SIDE DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 PULL SIDE 9" 9" DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. PULL SIDE JN 404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM z WOMEN MEN EXCEPTION: EXISTING OR ALTERED THRESHOLDS % INCH (19 MM) OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, o Y Y HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE 24 PREFERRED X I SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED TO COMPLY 18 MIN. 2 MIN. WITH 404.2.5. DOORS SHALL BE AS FOLLOWS: TO BE MOUNTED ON DOOR TO BE MOUNTED ON DOOR 1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. WOMEN'S - RECTANGLE TO MEASURE 9"X 6"& BE MEN'S-RECTANGLE TO MEASURE 9"X6"&BE 1/4• 2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. NOTE: IF Y=60", THEN X=36" IF Y=54", NOTE: Y=54" IF DOOR HAS CLOSER Q 1/4" THICK, PICTOGRAM FIELD TO BE A MIN OF 6", THICK, PICTOGRAM FIELD TO BE A MIN OF 6", COLOR THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH THEN X-42" Q COLOR MUST BE CONTRASTING TO DOOR FINISH & MUST BE CONTRASTING TO DOOR FINISH & MOUNTED @60°AFF TO CENTER, MOUNTED @60"AFF TO CENTER. BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE INA FRONT APPROACHES- HINGE SIDE APPROACHES- LATCH SIDE APPROACHES- CLOSED POSITION. SWINGING DOORS SWINGING DOORS SWINGING DOORS 0Q O 1 TOILET ROOM SIGNAGE LEVEL CHANGES � 2 309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 �Q Z NT NTS SHALL BE PROVIDED. 54" MIN. 24 MIN. 0 - 309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE� W a W 4" MAX CLEAR REACH RANGES SPECIFIED IN 308.z C� z z 0 48"�osev I Izi�11111 WIDTH 309.4 OPERABLE PARTS OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE co C14 Q W U.HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE �* `� V Z - - - - - - - WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 Q POUNDS (22.2 N) MAXIMUM. Q CO coLL SLIDE SIDE FRONT LATCH NT 00� FRONT APPROACHES-SLIDING DOORS APPROACH DOORS AND DOORS FOIDE Z � V ■ AND FOLDING DOORS Uj Z � - J _ = z _ ,� FOLDING DOORS ------ MAX 48„ > O UU V LIMITS OF PROTRUDING OBJECTS PROTRUDING OBJECTS ON POSTS VERTICAL CLEARANCE FIG. 307.4 0 FIG. 307.2 FIG. 307.3 aHIGH FORWARD REACH LIMIT a Z Q 308.2.1 4 PROTRUDING OBJECTS 5 DOOR ACCESSIBILITY NOTES 6 MANEUVERING CLEARANCES AT DOORS Z Q NTS NTS M 609.4 Position of Grab Bars. Z Q J _ Grab bars shall be installed in a horizontal J position, 33 inches (840 mm) minimum and 36 1L FIXTURE W ® inches (915 mm) maximum above the finish JO EQ 1. EQ ~ floor measured to the top of the gripping 18"x36" W surface Ilk �1� CO C FIXTURE ® C14 U.N.O. I I �_j z l a v ® a cwn 2 I� > w > a w o O0 16" I O w m w 1 I Iu I o Z 2 - HANDLEo- 42" a III ~ ¢ U v I I I 00 z J p w- TO AWAY O LL. w_ - O _ w a i z bo bo _ NOTES: m U 18" ~ 12" ~ W L` Z M m ao w v i 00 - - - J cn - `T J O FROM -v v � O v p b O 1. X SHALL BE < 25 INCHES, Z SHALL BE > X. O I...- °, MAX Cl) > z * � w� 2. WHEN X IS-< 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES ACCESSORY O DISPENSERDISPENSERO D SPEN8ER O ELECTRIC HAND DRYER O GRAB BAR SIDE O GRAB BARS O SWALL SANITARY TOP O DISPOSAL BABY O CHANGING O DO PENSER O COVER SEAT O MIRROR AT O COAT HOOK O DOOR PULLS at TOILET O PURSE HOOK O SURFACE MOUNTED REVISIONS DATE MAXIMUM. TYPE (WOMEN'S ONLY) STATION DISPENSER LAVATORIES PARTITIONS FIRE EXTINGUISHER ©MAXIMUM FORWARD REACH OVER AN OBSTRUCTION 308.2.2 ACCESSORY MOUNTING DIAGRAMS DRAWING DESIGNATIONO - - - - 7 NOTE: NOT ALL ACCESSORIES ARE USED - FOR REFERENCE ONLY cc j I ki I - I �604.9.5 Flush Controls. Flush controls shall be hand operated I or automatic. Hand operated flush controls shall comply with J 60" MIN CLEAR 60" MIN CLEAR 309.2 and 309.4 and shall be installed 36 inches (915 mm) "_-L I .,, 30" MIN maximum above the finish floor. Flush controls shall be located 30' 1lu ,k 36" 36" 36" CLEAR 18" 27" 16" on the open side of the water closet except in ambulatory MAX 24" 12" 18" 12" 24" EQ EQ L J L accessible compartments complying with 604.8.2. SHADED AREA CLEAR FLOOR SPACE HIGH AND LOW SIDE FINISH OF WET INDICATES LOCATIONAL WALL AREA OF DISPENSER © PARALLEL APPROACH a REACH LIMITS r„ N zr- 141 LINE OF CEILING L T J OUTLET/ OPERATOR 308.3.1 G D 18" c 16" '� �, En ° , ° 1 -° ° 4„ MAX 305.5 (b) I D 30"x48" X Ir I I VERT SUPPOR PROJECTION 10" N `��` CLEAR �' 1 30"x46" I I TOILET 30"x48" I Contract CLEAR v CLEAR I FLOOR CLEAR CLEAR I L I U MAX FLOOR A C) A FLOOR I I FLOOR I I FLOOR I COMPARTMENT MAX SPACE SPACE SPACE I I SPACE I I SPACE 1 J U _ * Permit &41 E 1 I 17" MIN 1 19" MAX A - - - - - - L - - J oO v = _ 0 v r I I U Bid U Lr @ t- cV �j - I I CO Oco �g Z m m LJ v ~ H/C ~ 3 X ` r` O z 11" `° Q * Date 9/7118 0 0 a Q z 11" r- o f g MIN. ih a g O - v CO _ ¢ CID M F O K F M g Cl) N Z_ ao N Z M M O g° Scale AS NOTED ELEVATION 8"MIN 6"MAX 6"MAX 8"MIN Drawn HT MAXIMUM SIDE REACH OVER AN OBJECT WOMEN'S ACCESSIBLE STALL WOMEN'S MEN'S ACCESSIBLE STALL MEN'S STANDARD STANDARD FOUNTAIN/COOLER MIN 308.3.2 604 STANDARD STALL 604 URINAL LAVATORY HI-LO WATER 13 1/2" EWC Job 2018-29 305.7.1, 605.1 306,606 305, 306, 602 CLOSET 604.2 LAVATORY DEEP FBC 306 & 602.6 306 & 606.3 URINAL 605.4 Sheet REACH LIMITS STANDARD PLAN LAYOUTS FIXTURE MOUNTING DIAGRAMS / IXTURE MOUNTING DIAGRAMS / A1.00 NTS 114" 1'-0" WATER CLOSET COMPARTMENTS 1/4" = 1'-0" ATER CLOSET COMPARTMENTS 3 � = � 1 0 Of X/X Sheets GUTTER 2' CUR9 Q Q Q Q Q Q Q « a r »ww,r.w.a ,,,«» ».w. .... .w,•: .,.�.,w,.au .w..w,. >v «-..w. . ...... ,. .,. e.».w r r>.r..,.: .w, �„.w.w. i fi ' a�� ''.® u,.v.wr. 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ROOF �` aRETAIL B ADDRESS: 310 POND � D n 322-3423,256 S , � � � �� � 2 2,998 � �y p CDO INSTALL �. �¢5,005 y C/3STOP SIGN 3 vw y� \\\\/ �.wm..»h. v"-...x..+:.e..«rt..,.:.,«....m..umv�.. u..,.c.:....a..a. a+... ..w...w:., wa-.,.r:....-...we.. .. - ......F.. ...........a. .....e".. ..r....a.r, .-.'" \ \ .m%"nu>p '� 1 '�' .c' � .. _. ..c.:.:.vm .....v.. .: : ..w.... .. -."x «........ .... ...�.,, ...:.a...«...a...-.._ ......................._...,.........,....,.....a.-mv<....�ww.......:.�..n+w...v..«u:. .n..a.«....>..wxmnamw.a..a.ewrc.... ..a...«�rw.<.�.. .... ...........«v..-:,+.._,..<..< ... ...�....« 0 a CALL BOX GIONC ,5 ,,WAIS a 09 IS TolgY .. R t t=ip opo 0 a WMER0,4 . O� N m Jcxj u - J Q 2 ui Q 0 W L. m � PrP < iN APPROVED SITE PLAN (FOR REFERENCE ONLY) \I PROPOSED WAFFLE HOUSE N.T.S. O Y &O,," 008A .E CAN 8 I k 40 rz 10 n� r I q e.: , 6 0,U R 6 Top 011 ZM M rn U -) HCD C; t=ip opo 0 — O� N W u - J Q 2 ui Q 0 W L. m � F— Z � U 0o w C) m F— ■ J¢ w CO I FC> 0 Q 0 VV r Cn a IL C) LL R G L r J r cr Z CCU) 8 �W(=)o CU m O Cf) a L 400 .j CO) LL Z a � LLJ O aa�;LI. o�ZQ HQOto C. LL1>- 2 �- W > UJ v = J m > O O LL >. Z 0.. z�Q F-W�U.1 Z J W QJ Q z W -� F- d' r M REVISIONS DATE Contract Permit Bid Date 917/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A1.01 Of X/X Sheets o LINES -- 8 ow� woo EXIT "B" = 85-0" (22) 2 yrs @ WOW ► I 35 S.F EA. - 770 S.F. REQ. woo woo 0-.0 770 S.F. PROVIDED � 110 (30) 3 yrs @ 35 S.F EA. =1,050 S.F. REQ. 1,050 S.F. PROVIDED 112 C I REQUIRED (22) 2 yrs @ / 10 LB. ABC FIRE EXTINIGUISHER COORDINATE LOCATION WITH FIRE MARSHALL. TYP. SEE DTL. 8/A8.01 35 S.F EA. = 770 S.F. REQ. DAYCARE 770 S.F. PROVIDED DISTANCE = 30'-8" TOTAL TRAVEL DISTANCE COMMON PATH 17,-----r-- FBC 1004.1.2 EXIT "A" = 90'-10" 125 DISTANCE = 52'-0" NFPA 7.3.1.2 EXIT "B" = 155'-0" 125 DEAD END CORRIDOR (MAX.) WH U ilLS 20 FT ` 200 NFPA 16.2.5.2 111 0 FT TOTAL TRAVEL DISTANCE STORAGE 1 JANITOR 75 FT MAX. ALLOWED SEE PLAN o LINES -- 8 ow� woo EXIT "B" = 85-0" (22) 2 yrs @ WOW ► I 35 S.F EA. - 770 S.F. REQ. woo woo 0-.0 770 S.F. PROVIDED � 110 (30) 3 yrs @ 35 S.F EA. =1,050 S.F. REQ. 1,050 S.F. PROVIDED 112 C 000 / (I 1 — 000 00001 1� IL 000 0000 000 0-0 0000 COMMON PATH 00 0-0 DISTANCE = 60'-0" (20) 4 yrs @ TOTAL TRAVEL DISTANCE 35 S.F EA. = 700 S.F. REQ. EXIT "B" = 75'-8" 705 S.F. PROVIDED 0-0 00 113 o� 0 METER RM I I I 3,195 Sq ft I PLAY AREA I I I I I I I I L_ --------- NOTE: GATES: SWING TYPE WITH PERIMETER FRAME; OPERATING HARDWARE WELDED FRAME WITH PANIC HARDWARE AT ALL EXTERIOR GATES, INSTALL SAFETY FINISH AT ALL PANIC HARDWARE INSTALLATION TO PREVENT ACCESS LANDSCAPE TO PLAYGROUND FROM EXTERIOR. TYPICAL BUFFER SEE APPROVED CILVIL PLANS THIS AREA INDICATES COVERED AREA CANVASE AWNING UNDER SEPARATE PERMIT I REQUIRED 1 r, / 10 LB. ABC FIRE EXTINIGUISHER COORDINATE LOCATION WITH FIRE MARSHALL. TYP. SEE DTL. 8/A8.01 COMMON PATH DAYCARE / DISTANCE = 30'-8" TOTAL TRAVEL DISTANCE 17,-----r-- FBC 1004.1.2 EXIT "A" = 90'-10" 125 103 NFPA 7.3.1.2 000 / (I 1 — 000 00001 1� IL 000 0000 000 0-0 0000 COMMON PATH 00 0-0 DISTANCE = 60'-0" (20) 4 yrs @ TOTAL TRAVEL DISTANCE 35 S.F EA. = 700 S.F. REQ. EXIT "B" = 75'-8" 705 S.F. PROVIDED 0-0 00 113 o� 0 METER RM I I I 3,195 Sq ft I PLAY AREA I I I I I I I I L_ --------- NOTE: GATES: SWING TYPE WITH PERIMETER FRAME; OPERATING HARDWARE WELDED FRAME WITH PANIC HARDWARE AT ALL EXTERIOR GATES, INSTALL SAFETY FINISH AT ALL PANIC HARDWARE INSTALLATION TO PREVENT ACCESS LANDSCAPE TO PLAYGROUND FROM EXTERIOR. TYPICAL BUFFER SEE APPROVED CILVIL PLANS THIS AREA INDICATES COVERED AREA CANVASE AWNING UNDER SEPARATE PERMIT I REQUIRED 1 r, / 000 / (I 1 — 000 00001 1� IL 000 0000 000 0-0 0000 COMMON PATH 00 0-0 DISTANCE = 60'-0" (20) 4 yrs @ TOTAL TRAVEL DISTANCE 35 S.F EA. = 700 S.F. REQ. EXIT "B" = 75'-8" 705 S.F. PROVIDED 0-0 00 113 o� 0 METER RM I I I 3,195 Sq ft I PLAY AREA I I I I I I I I L_ --------- NOTE: GATES: SWING TYPE WITH PERIMETER FRAME; OPERATING HARDWARE WELDED FRAME WITH PANIC HARDWARE AT ALL EXTERIOR GATES, INSTALL SAFETY FINISH AT ALL PANIC HARDWARE INSTALLATION TO PREVENT ACCESS LANDSCAPE TO PLAYGROUND FROM EXTERIOR. TYPICAL BUFFER SEE APPROVED CILVIL PLANS THIS AREA INDICATES COVERED AREA CANVASE AWNING UNDER SEPARATE PERMIT (12 1 yrs \ , i 35 S.F EA.. = 420 S.. F. REQ. 420 S.F. PROVIDED COMMON PATH 109 DISTANCE = 30'-8" TOTAL TRAVEL DISTANCE EXIT "A" = 130'-10" EXIT "B" = 115'-8" I � o f Sp PCE 1 10„ D\ NG 2 / EXISTING TRANSFORM R O O 6 FOOT HIGH VINYL COATED CHAIN LINK FENCE. TYP. COOLER FREEZER I (12) 1 yrs @ 35 S.F EA. = 420 S.F. REQ. 1 � 1 420 S.F. PROVIDED -L I 108 LIFE SAFETY PLAN / PLAYGROUND PLAN PERMA-GRASS GROUND SURFACE USED FOR THE PROPOSED PLAYAREA IS STABLE, FIRM, AND SLIP RESISTANT AND COMPLIES VVITH FBC ACCESSIBILITY SECT.302. NOTE: ALL FLOOR/GROUND SURFACES LEADING TO ALL GATES (NORTH, SOUTH AND EAST) AND ACCESS TO THE PUBLIC WAY SHALL ACCESSIBLE COMPLY W/ SEC. 207.1 FBC ACCESSIBLE NOTE: ALL GATES LEADING FROM PLAYGROUND AREAS ARE 36" WIDE. AND ARE EQUIPT W/ PANIC DEVICES FOR EXIT — — — — — — — — — — 10 LB. ABC FIRE EXTINIGUISHER COORDINATE LOCATION WITH FIRE MARSHALL. TYP. SEE DTL. 8/A8.01 (12) 3.12 MONTHS @ 35 S.F EA. = 420 S.F. REQ. 420 S.F. PROVIDED 107 (12) 3.12 MONTHS @ 35 S.F EA. = 420 S.F. REQ., 420 S.F. PROVIDED 1 os REQUIRED 1 r, / FBC 305.2 COMMON PATH DAYCARE / DISTANCE = 30'-8" TOTAL TRAVEL DISTANCE 150 - FOOD PREP FBC 1004.1.2 EXIT "A" = 90'-10" 125 103 NFPA 7.3.1.2 EXIT "B" = 155'-0" 125 DEAD END CORRIDOR (MAX.) WH U ilLS 20 FT ` 200 NFPA 16.2.5.2 M.S. 0 FT COMMCN PATH OF TRAVEL (MAX.) STORAGE 1 JANITOR (12 1 yrs \ , i 35 S.F EA.. = 420 S.. F. REQ. 420 S.F. PROVIDED COMMON PATH 109 DISTANCE = 30'-8" TOTAL TRAVEL DISTANCE EXIT "A" = 130'-10" EXIT "B" = 115'-8" I � o f Sp PCE 1 10„ D\ NG 2 / EXISTING TRANSFORM R O O 6 FOOT HIGH VINYL COATED CHAIN LINK FENCE. TYP. COOLER FREEZER I (12) 1 yrs @ 35 S.F EA. = 420 S.F. REQ. 1 � 1 420 S.F. PROVIDED -L I 108 LIFE SAFETY PLAN / PLAYGROUND PLAN PERMA-GRASS GROUND SURFACE USED FOR THE PROPOSED PLAYAREA IS STABLE, FIRM, AND SLIP RESISTANT AND COMPLIES VVITH FBC ACCESSIBILITY SECT.302. NOTE: ALL FLOOR/GROUND SURFACES LEADING TO ALL GATES (NORTH, SOUTH AND EAST) AND ACCESS TO THE PUBLIC WAY SHALL ACCESSIBLE COMPLY W/ SEC. 207.1 FBC ACCESSIBLE NOTE: ALL GATES LEADING FROM PLAYGROUND AREAS ARE 36" WIDE. AND ARE EQUIPT W/ PANIC DEVICES FOR EXIT — — — — — — — — — — 10 LB. ABC FIRE EXTINIGUISHER COORDINATE LOCATION WITH FIRE MARSHALL. TYP. SEE DTL. 8/A8.01 (12) 3.12 MONTHS @ 35 S.F EA. = 420 S.F. REQ. 420 S.F. PROVIDED 107 (12) 3.12 MONTHS @ 35 S.F EA. = 420 S.F. REQ., 420 S.F. PROVIDED 1 os REQUIRED 1 r, OCCUPANCY: E EDUCATIONAL (DAYCARE) FBC 305.2 COMMON PATH DAYCARE NFPA 6.1.4 DISTANCE = 30'-8" TOTAL TRAVEL DISTANCE 150 - FOOD PREP FBC 1004.1.2 EXIT "A" = 90'-10" 125 103 NFPA 7.3.1.2 EXIT "B" = 155'-0" 125 DEAD END CORRIDOR (MAX.) WH U ilLS 20 FT ` 200 NFPA 16.2.5.2 M.S. 0 FT COMMCN PATH OF TRAVEL (MAX.) STORAGE 1 JANITOR 75 FT MAX. ALLOWED SEE PLAN 105 MIN. REQ. SEPARATION = 70'-8") 157'-0" EXIT SEPARATION DISTANCE 142 KIDS 1/8" = 1'-0" OUTDOOR SPACE CALVULATIONS: 142 KIDS X 45 S.F. EA. = 6,390 S.F. / 2 = 3,195 S.F. REQ: 3,195 S.F. OF OUTDOOR PLAY AREA REQUIRED. 3,200 S.F. PROVIDED 800 S.F. OF SHADE REQ. 800 S.F. OF SHADE PROVIDED EXIT REQUIREMENTS CODE REQUIRED PROVIDED OCCUPANCY: E EDUCATIONAL (DAYCARE) FBC 305.2 3 Q W Q DAYCARE NFPA 6.1.4 101 ENTRY LOBBY 150 OCCUPANCY LOAD: E EDUCATIONAL (DAYCARE) FBC 1004.1.2 158 OCCUPANTS 125 DAYCARE NFPA 7.3.1.2 158 OCCUPANTS 125 DEAD END CORRIDOR (MAX.) FBC 1020.4 20 FT 0 FT 200 NFPA 16.2.5.2 20 FT 0 FT COMMCN PATH OF TRAVEL (MAX.) FBC 1006.2.1 75 FT MAX. ALLOWED SEE PLAN - NFPA 16.2.5.3.2 75 FT MAX. ALLOWED SEE PLAN NUMBER OF EXITS REQUIRED (TOTAL BUILDING) FBC 1006.2.1 2 2 35 NFPA 16.2.4.2 2 2 EXIT SEPARATION (MIN.) FBC 1007.1 SEE PLAN 420 35 1/2 DIAGONAL OF FLOOR OR SPACE MAXIMUM TRAVEL DISTANCE FBC 1017.2 250 MAX ALLOWED SEE PLAN 111 TWO'S NFPA 16.2.6.2 200' MAX ALLOWED SEE FOOT NOTE * BELOW MINIMUM CORRIDOR WIDTH FBC 1020.2 72" MIN. AISLE WIDTH 72" EGRESS WIDTH REQUIREMENTS FBC SEC. 1005.3.2: BUILDING WITH A TOTAL OCCUPANT LOAD OF 158 MULTIPLIED BY 0.2" PER OCCUPANT EQUALS 31.6" OF EXIT WIDTH REQUIRED. 128" OF EXIT WIDTH HAVE BEEN PROVIDED. *7.6.6 The travel distance in any occupied space to not less than one exit, measured in accordance with 7.6.1 through 7.6.5, shall not exceed the limits specified in this Code. (See 7.6.7.) EGRESS REQUIRMENTS: A. VALUES ARE FROM FBC CHAPTER 10 AND ACTUAL PLAN LAYOUT CONTAINED IN THESE CONSTRUCTION DOCUMENTS. B. SEC. 1016.2- EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS ARE ACCESSORY TO THE AREA SERVED, ARE NOT A HIGH -HAZARD OCCUPANCY, AND PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL TO AN EXIT. DOOR REQUIREMENTS A. EGRESS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL. OPENING FORCE FOR INTERIOR SIDE SWINGING DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5 LB. FORCE. FOR OTHER DOORS THE LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 LB. FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB. FORCE AND SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 LB. FORCE. ALL FORCES SHALL BE APPLIED TO LATCH SIDE. B. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. THE MAIN EXTERIOR DOOR OR DOORS IN GROUP M MAY BE EQUIPPED WITH A KEY OPERATED LOCKING DEVICE FROM THE EGRESS SIDE IF THE DEVICE IS READILY DISTINGUISHABLE AS LOCKED AND THERE IS A SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". / RECEPTIONIST Y 10, LOBBY El DIRECTOR'S OFFICE 102 EXIT "A" PEDESTRIAN CROSSWALK OCCUPANT LOAD CHART PER FBC 1004.1.2 U Z Rm. # Rm. Name / Use S.F. REQ. S.F. TOTAL OCCUP 3 Q W Q PER OCCUP 101 ENTRY LOBBY 150 15 10 104 RECEPTIONIST 125 100 2 102 OFFICE 125 100 2 103 KITCHEN 190 200 1 105 JANITOR 100 300 1 114 HALLWAY 1,181 - z 8 ' U 106 INFANTS 420 35 12 107 INFANTS 420 35 12 108 ONES 420 35 12 109 ONES 420 35 12 110 TWO'S 770 35 22 111 TWO'S 770 35 22 112 THREE'S 1050 35 30 113 FOUR'S 700 35 20 TOTAL NUMBER OF KIDS ~ 142 KIDS TOTAL OCCUPANT LOAD 6,421 158 OCCUPANTS FIRE DEPARTMENT / FIRE SPRINKLER NOTES: THE DESIGN SHALL BE APPROVED BY THE FIRE MARSHALL AND THE OWNERS INSURANCE COMPANY, PRIOR TO FABRICATION OR INSTALLATION. PROVIDE SHOP DRAWINGS FOR NEW DESIGN BASED ON TENANTLAYOUT ENGINEERED FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A GENERAL BUILDING PERMIT. AFTER THE BUILDING PERMIT HAS BEEN ISSUED, THE SUBCONTRACTORS CAN THEN SUBMIT SHOP DRAWINGS (CONFORMING TO THE ENGINEERED CONSTRUCTION DOCUMENTS) FOR A SUB -PERMIT. PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT, CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA) AND ANY PERFORMANCE BASED INFORMATION SUCH AS PRE-ENGINEERED SYSTEMS. SEPARATE PERMIT AND SHOP DRAWINGS ARE REQUIRED FOR FIRE SUPPRESSION SYSTEM -Initiation of the required fire alarm system shall be by manual means and by operation of any required smoke detectors -Occupant notification signals shall be audible and visual signals in accordance with NFPA 72 and Florida Building Code, Accessibility. The general evacuation alarm signal shall operate throughout the entire building -The fire alarm system shall be arranged to transmit the alarm automatically to the fire department in accordance with NFPA 72 One portable fire extinguisher with min. rating of 10LB ABC shall be provided and shall be mounted 48" AFF to top of handle, not to exceed 75' travel distance, near exits, and shall be currently dated and tagged by a licensed fire equipment company - SEE PLAN "Additional exit and emergency lights may be required by the field fire inspector at the time of the fire final." Exit and Emergency lights will be in working order at the time of inspection. ADDITIONAL NOTES: 1) ARTWORK AND TEACHING MATERIALS ATTACHED TO THE WALLS SHALL NOT EXCEED 50 PERCENT OF THE INDIVIDUAL WALL AREA 2) AN EMERGENCY PLAN TO BE DEVELOPED AND POSTED IN BUILDING PRIOR TO OCCUPANCY. 3) EMERGENCY EGRESS DRILLS SHALL BE CONDUCTED MONTHLY. ALL DRILLS SHALL BE SOUNDED ON THE FIRE ALARM SYSTEM. 4) FIRE PREVENTION INSPECTIONS SHALL BE CONDUCTED MONTHLY BY A TRAINED SENIOR MEMBER OF THE STAFF, AFTER WHICH A COPY OF THE LATEST INSPECTION REPORT SHALL BE POSTED IN A CONSPICUOUS PLACE IN THE DAY-CARE FACILITY. IT SHALL BE THE DUTY OF THE STAFF TO INSPECT ALL EXITS DAILY TO ENSURE THAT ALL DOORS AND EXIT PATHS ARE MAINTAINED CLEAR OF OBSTRUCTIONS. 5) TRASH AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE DAILY. SMOKING SHALL BE PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED. it co C�lN W M N r— f- M d — U Z tCn 0 C? CO 0� CO — W = O �n � 3 Q W Q W Li -Z O0 OU) >_ U O W o °O F— S . � a Uj rn COJ ' H O 0 Q a 4 W Ca 02 _rLD 4 `5 F- IE G o W z 8 ' U 0 Wpm p N M Q 0 . ■ L 0 .j U U. 0 Z a 6 W oc Cn o aW� V Z o�-z a moo"' W>_VC-1 ~ W =) J W O 0 Z IL >- CLz.Q F- W W Z LUi a Q Z ._I W r M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A2.00 Of X/X Sheets SEE CIVIL ENG. DRAWINGS FOR PEDESTRIAN CROSSWALK INFORMATION SEE DETAIL 3 /A8.05 FOR STRUCT. DETAILS THIS AREA INDICATES WIND PRESSURES FOR MODIFIED STOREFRONT SYSTEM. - PROVIDE PRODUCT APPROVAL AND SHOP DRAWINGS FOR REVIEW AND _ APPROVAL. TYP. +37.8 --------------------' EXIST FIRE LINES TO REMAIN _EXISTING STORML_INE_S_ TO REMAIN EXIST. 2" DOMESTIC WATER TO REMAIN - ftT SEE DET. 3/A8.01 EXISTING ADJACENT TENANT (MECANTILE) EXIST'G 1 -HOUR TENANT ICS SEPARATION. UL #465 P-1 SEE DET. 1/A8.01. G.C. TO P 4 VERIFY CONDITION AND (22) 2 yrs @ HC DRINKING FOUNTAIN -SEE RATING OF EXISTING 35 S.F EA. = 770 S.F. REQ. L DTL. 9/A.00 770 S.F. PROVIDED 10 N T-8" . PROVIDE MOVEABLE PLATFORM WITH AN P-3 N IMPERVIOUS SURFACE THAT CAN BE EASIL CLEANED AND SANITIZED OR DISINFECTED. PROVIDE ATN ALL FIXTURE LOCATIONS NOT AT P 3 CHILD HEIGHT. TYP. HALLWAYCD P_1 114 P-3 W1 E1 " W1 W1 5'-0" '-0 5'-0" 2'- 2' 21 /2" 6-0" '-0 5'-0" 10 -1" 13'-6 3/8" 5'-0" 1-0" TOWEL DISPENSER 5'-0" 5'-8" 10 P-4 5'-8" 5" L q 6'-0" LC w1 r 1/4' TEMPERED GLASS FIXED WINDOW. SEE DETAIL 5 / A8.01. TYP. I w1 C" Cn #B-306 Rm Name --�� H-1127 (SINGLE CLEAR) RELOCATED FACP 0 0 EXIST'G 1 -HOUR TENANT SEPARATION. UL H U P-3 oNo Im 10 LB. ABC FIRE EXTINIGUISHER /� RECEPTION -� LLM i #465 SEE DET. 1/A8.01. G.C. TO SEE DET. 1/A8.01 114' TEMPERED GLASS FIXED N 5 > COORDINATE LOCATION WITH FIREZ5-0' o J E / FIXTURES. SEE A8.02 VERIFY CONDITION AND RATING OF P-1 (TENANT SEPARATION) SUSP. CLG. WINDOW. SEE DETAIL 5 I HALLWAY 115 \� 115 .° SHEET A8.02 MARSHALL. TYP. SEE DTL. 8/A8.01`" EXISTING FIRE U 104 EO � EXISTING 102 A8.01. TYP. 114 Size VINYL I P 4 I (30) 3 yrs @ � 0 W P-3 7._4.. 35 S.F EA. -1,050 S.F. REQ. Remarks P-3 () 6 I)' 6 00 •_0 1'-8WiW14 AN -0" 0 5'-0" 21-2" ,, 2'-2" 5' 0" 5'-0" '-0 6-0" 2'-2" 10 rr 2't' 6-0" -0 6-0"MF1 LW --- n 8910 DETAILS THIS AREA / \ 112 13/4" (PROVIDE P3 10 O ADULT HEIGHT � 1 II / I l-1-5-1 i� / (-------------- -----J�----- .3 - -Isl A1.00 JANITOR CLOSET CER. TILE VINYL FRP TO 60" A.F.F. FIXTURES `r' I II 115 12 Zo STAFF I I r� \ TOILET �/ STAFF f TOILET / - N 13/4" --- 10 CLASSROOM - 6-811 - NEW SLAB NOTE: In 11 1'-9" 5'-1" 115 �� 115 I ( ii� 2O '■"' li P 4 NOT USED J ( p� W1.4 X W1.4 WELDED WIRE FABRIC OVER 6 MIL VAPOR BARRIER 107 \ FLOATING VINYL I RECEPTION DESK GYP. BD 1 PAINT OVER TERMITE TREATED, COMPACTED SOIL. (PROVIDE DESITY T-0" X T-0" TO BE REMOVED AND STOREFRONT 13/4" PLAYGRND ( 10 LB. ABC FIRE EXTINIGUISHER TESTS FOR APPROVAL) PROVIDE SAW CUT JOINTS @ 15' O.C. GYP. BD / PAINT DOORS TO BE INSTALLED - PROVIDE 10'-0" SEE DTL 7/A8.01 COORDINATE LOCATION WITH FIRE MAX (12) 1 yrs @ 35 S.F EA. = 420 S.F. REQ. SHOP DRAWINGS (12) 1 yrs @ 12 35 S.F EA. = 420 S.F. REQ. C (12) 3-12 MONTHS @ 35 S.F EA. = 420 S.F. REQ. (12) 3-12 MONTHS @ TEMP o o M&R0 I LOBBY 101 420 S.F. PROVIDED TO BE REMOIVED AND STOREFRONT 420 S.F. PROVIDED 13/4" 420 S.F. PROVIDED 35 S.F EA. = 420 S.F. REQ. 420 S.F. PROVIDED ---- _ _ _ _-_ REF. .(l)(2) 111 ED A8.03 A8.03 DRAWINGS. SEE DTLS ON SHEET T-0" X T-0" � w1 WD/GL w1 A8.03_ FLOATING VINYL P 4 GYP. BD / PAINT SUSP. CLG. 109 (1) (2) 108 CLASSROOM 107 106 GYP. BD / PAINT SUSP. CLG. P 4 w1 114 r� NI FLOATING VINYL ELECT. STRIKE ALARM 8 3'-0" X T-0" A 13/4' MTL PT - - Lo MTL A8.03 A8.03 9'-0" STOREROOM LOCK 9 q Sheet M.R. GYP. BD. EPDXY PT FOOD PREP KITCHEN CAB / Of -FLOATING VINYL FLOORING: EMBOSSED HEATHERSTONE, HLVP5002-C, DV 740-C (CONTACT: JESUS AZCUY 786-306-5537) -TILE IS ROCA. AFNOL003R-1224 NOLITO GRAFITO 12 BY 24R BRICK LAID -BASEBOARDS: CHARCOAL GRAY ROOM FINISH SCHEDULE REMARKS: MOVEABLE DIAPER T-0" X T-0" C MOVEABLE DIAPER WD/GL O 103 COUNTER SEE DTL 5C/A8.0 5 O MTL ROOMS CLASS "C" EXIT ENCLOSURE CLASS "B" PASSAGE LOCK CLOSER CHANGING STATION.TYP. 11 3'-0" X T-0" CHANGING STATION.TYP. 13/4" WD/SC PT ---- w1 A8.03 A8.03 ADULT HEIGHT 34" AFF w1 12 T-0" X T-0" ADULT HEIGHT 34" AFF 13/4" WD/GL PT TEMP MTL In DIAPER CHANGING SINK W/ HOT WATER "' DIAPER CHANGING SINK W/ HOT 8 O P-2 DIRECTOR'S OFFICE " 7-1 ROOM IDENIMARON SIGN 10 BE 2 WATER ++ VI SION PNL DR. #12 LOCATED AS PER FBC SECT./ 11-4,30.6 TYP. WHERE REQUIRED 3'- 0 66 VISION PNL PROVIDE NON -PERMEABLE, PROVIDE NON -PERMEABLE, SHELVES SEE DTL. 11 /A8.01 P_2 - - 102 0 \ I,D \\ \ CLEANABLE BARRIER CLEANABLE BARRIER o O� O � z � I \ i LO BETWEEN SINKS, 24" x 24"BETWEEN P� INDICATES UPPERp SINKS, 24" x 24" 2 STORAGE 1 JANITOR a J A AA B BB C ADULT HEIGHT 34" AFF UTENSIL SINK HOT WATER 1. FINAL COORDINATION OF KEYING FUNCTIONS AND HARDWARE SHALL BE WITH OWNER I TENANT . . CABSTYP El ADULT HEIGHT 34" AFF 4. LOCKS OR LOCKSETS TO BE MEDIUM DUTY COMMERCIAL GRADE OR EQUAL 105 WH oN a 8. PROVIDE FINGER GUARD ON ALL DOORS - SEE DTL 121A8.01 9. EXTERIOR DOORS TO HAVE WEATHERSTRIPPING AND THRESHOLDS 10. PROVIDE CLOSERS AT ALL EXTERIOR DOORS, ALL DOORS IN SMOKE PARTITIONS AND DOORS WITH PANIC HARDWARE 11. EVERY BATHROOM AND CLOSET/STORAGE ROOM DOOR LOCKS SHALL BE DESIGNED TO ALLOW OPENING OF THE LOCKED DOOR FROM THE OUTSIDE BY AN OPENING DEVICE THAT SHALL BE READILY ACCESSIBLE TO THE STAFF UTENSIL SINK HOT WATER - - - -1 %1 18'-10" 18'-10" 16'-10" 12'-8" 18'-10" 20'-91 /2" LU W-1 EXISTING ADJACENT INDICATES NEW 1 -HOUR EXISTG NT J TENANT (ASSEMBLY) TENANT SEPARATION. UL #465 SEE DET. 1/A8.01. P-1 SEPARATI ON UUL #465 ON. U1. M: SEE DET. SEE DET. G.C. TO g 3/A8.01 PROVIDE STENCILED NOTE ABOVE VERIFY CONDITION AND RATING OF EXISTING CEILING: "SMOKE OR FIRE BARRIER PARTIALFLOOR PLAN - PROTECT ALL OPENINGS PER 712.6" 3/16" =1'-0" SEE DETAIL 3 /A8.05 FOR STRUCT. DETAILS THIS AREA INDICATES WIND PRESSURES FOR MODIFIED STOREFRONT SYSTEM. - PROVIDE PRODUCT APPROVAL AND SHOP DRAWINGS FOR REVIEW AND _ APPROVAL. TYP. +37.8 --------------------' EXIST FIRE LINES TO REMAIN _EXISTING STORML_INE_S_ TO REMAIN EXIST. 2" DOMESTIC WATER TO REMAIN - ftT SEE DET. 3/A8.01 EXISTING ADJACENT TENANT (MECANTILE) EXIST'G 1 -HOUR TENANT ICS SEPARATION. UL #465 P-1 SEE DET. 1/A8.01. G.C. TO P 4 VERIFY CONDITION AND (22) 2 yrs @ HC DRINKING FOUNTAIN -SEE RATING OF EXISTING 35 S.F EA. = 770 S.F. REQ. L DTL. 9/A.00 770 S.F. PROVIDED 10 N T-8" . PROVIDE MOVEABLE PLATFORM WITH AN P-3 N IMPERVIOUS SURFACE THAT CAN BE EASIL CLEANED AND SANITIZED OR DISINFECTED. PROVIDE ATN ALL FIXTURE LOCATIONS NOT AT P 3 CHILD HEIGHT. TYP. HALLWAYCD P_1 114 P-3 W1 E1 " W1 W1 5'-0" '-0 5'-0" 2'- 2' 21 /2" 6-0" '-0 5'-0" 10 -1" 13'-6 3/8" 5'-0" 1-0" TOWEL DISPENSER 5'-0" 5'-8" 10 P-4 5'-8" 5" L q 6'-0" LC w1 r 1/4' TEMPERED GLASS FIXED WINDOW. SEE DETAIL 5 / A8.01. TYP. I w1 C" Cn #B-306 Rm Name --�� H-1127 (SINGLE CLEAR) RELOCATED FACP 0 0 12 H U P-3 oNo Im /� M: -� LLM i PERMA- CHILD HEIGHT N 5 > cn G E / FIXTURES. SEE A8.02 00r SUSP. CLG. 10'-0" 115 \� 115 .° SHEET A8.02 c EXISTING FIRE 2 � SPRINKLER RISER 102 � Size VINYL I P 4 I (30) 3 yrs @ � 0 W HALLWAY z � 35 S.F EA. -1,050 S.F. REQ. Remarks ( 3' 0" X 7' 0" 114 1,050 S.F. PROVIDED AN IMPACT GYP. BD / PAINT SEE DETAIL 1 /A8.05 FOR STRUCT. I IN N INSTALL PANIC HDW. ALARM A8.03 A8.03 A8.03 DETAILS THIS AREA / \ 112 13/4" (PROVIDE P3 10 O EXIT ALARM ON I ALL DOORS LEADING TO I EXTERIOR. TYP. / I l-1-5-1 i� / (-------------- -----J�----- .3 --- A8.03 A8.03 A8.03 JANITOR CLOSET CER. TILE VINYL FRP TO 60" A.F.F. SUSP. CLG. 9'-0" Zo ALARM O3 - N 13/4" --- 10 CLASSROOM - 6-811 - NEW SLAB NOTE: In 11 1'-9" 5'-1" 5" 2'-0" 3'-2" ( ii� 2O '■"' li PROVIDE NEW 4" THICK 3,000 PSI CONCRETE SLAB W/ 6X6 NOT USED J ( EXISTING METER ROOM W1.4 X W1.4 WELDED WIRE FABRIC OVER 6 MIL VAPOR BARRIER 107 EXISTING HM DOUBLE DOOR FLOATING VINYL VINYL GYP. BD 1 PAINT OVER TERMITE TREATED, COMPACTED SOIL. (PROVIDE DESITY T-0" X T-0" TO BE REMOVED AND STOREFRONT 13/4" PLAYGRND ( 10 LB. ABC FIRE EXTINIGUISHER TESTS FOR APPROVAL) PROVIDE SAW CUT JOINTS @ 15' O.C. GYP. BD / PAINT DOORS TO BE INSTALLED - PROVIDE 10'-0" _ _ ENTRY COORDINATE LOCATION WITH FIRE MAX FLOATING VINYL SHOP DRAWINGS I I MARSHALL. TYP. SEE DTL. 8/A8.01 (1) (2) TEMP EXISTING HM DOUBLE DOOR FLOORING i ©PAS�SAGE TO BE REMOIVED AND STOREFRONT A 13/4" WD/SC PT ---- TO BE INSTALLED - PROVIDE SHOP MTL .(l)(2) 111 LUCK CLOSER A8.03 A8.03 DRAWINGS. SEE DTLS ON SHEET T-0" X T-0" +37. 13/4' WD/GL PT A8.03_ FLOATING VINYL _ -48. GYP. BD / PAINT (22) 2 yrs @ 35 S.F EA. = 770 S.F. REQ. w1 770 S.F. PROVIDED 110 29'-8" LU 1!J1 Z U SEE DET. 3/A8.01 NOTE: r1 P-4 - - , P-4 LO I�III�Jrj'" ` I 5-0" -0 5'-0" T-6" I CHILD HEIGHT 115 / FIXTURES. SEE ` _ SHEET A8.02 (20) 4 yrs @ 35 S.F EA. = 700 S.F. REQ. 12 705 S.F. PROVIDED o P-4 113 EXISTING OVERHEAD DOORS TO BE REMOIVED AND STOREFRONT TO BE INSTALLED - PROVIDE SHOP DRAWINGS 0 /0 r+37- 8' SEE DET NOTE: 3/A8.01 THESE TWO WINDOWS TO HAVE SOLAR HEAT GAIN COEF. = 0.25 �- EXISTING HM DOOR +37. TO BE REMOIVED AND STOREFRONT _48 DOORS TO BE INSTALLED - PROVIDE SHOP DRAWINGS SEE DET. 3/A8.01 W1 GATES: SWING TYPE WITH PERIMETER FRAME; 14 OPERATING HARDWARE WELDED FRAME WITH PANIC HARDWARE AT ALL EXTERIOR GATES, INSTALL SAFETY FINISH AT ALL PANIC HARDWARE INSTALLATION TO PREVENT ACCESS NOTE: TO PLAYGROUND FROM EXTERIOR. TYPICAL PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY RESPONDERS NON -FORCIBLE ENTRY INTO THE BUILDING DURING NON -BUSINESS HOURS. A KEY SAFE CAN BE ORDERED FROM WWW.KNOXBOX.COM. I 6 FOOT HIGH VINYL / INDICATES WIND PRESSURES FOR MODIFIED COATED CHAIN -/ STOREFRONT SYSTEM. PROVIDE PRODUCT LINK FENCE. TYP. APPROVAL AND SHOP DRAWINGS FOR REVIEW AND APPROVAL. TYP. HC DRINKING I PLAYGROUND FOUNTAIN -SEE I LINE OF NEW CANVAS 100 DTL. 9/A.00 I CANOPY ABOVE. TYP. UNDER SEPARATE PERMIT PERMA-GRASS GROUND SURFACE USED FOR THE PROPOSED PLAYAREA IS STABLE, FIRM, AND SLIP RESISTANT AND COMPLIES WITH FBC ACCESSIBILITY SECT.302. I V' I 1 EXISTING WALK AND CONPY I I 1 I I - EXIST. STOREFRONT I I O EXISTING STORE- FRONT DOOR TO REMIAN. PROVIDE EXIT ALARM EXIST. STOREFRONT 1 I I 1 I I I I PARTIAL FLOOR PLAN SEE APPROVED CILVIL PLANS THIS AREA NOTE: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY RESPONDERS NON -FORCIBLE ENTRY INTO THE BUILDING DURING NON -BUSINESS HOURS. A KEY SAFE CAN BE ORDERED FROM WWW.KNOXBOX.COM. 3/16" =1'-0" DOOR SCHEDULE TOWEL DISPENSER ULINE L CN W V = C C" Cn #B-306 Rm Name _� 0 H-1127 (SINGLE CLEAR) � 0 0 -&- H U L oNo Im Qm M: -� 100 i PERMA- _ cn G E FLOATING VINYL N GYP. BD 1 PAINT SUSP. CLG. 10'-0" Q v c L IN 2 � L 102 OFFICE Size VINYL GYP. BD /PAINT 0 � 0 W FOOD PREP. z � � Remarks O1 3' 0" X 7' 0" BB 13/4" AL AN IMPACT GYP. BD / PAINT AL I IN N INSTALL PANIC HDW. ALARM A8.03 A8.03 A8.03 QT -O" X T-0" BB 13/4" AL AN IMPACT F AL GYP. BD / PAINT .3 PROVIDE PANIC HDW, A8.03 A8.03 A8.03 JANITOR CLOSET CER. TILE VINYL FRP TO 60" A.F.F. SUSP. CLG. 9'-0" (1) (2) (3) ALARM O3 T-0" X T-0" A 13/4" MTL PT CLASSROOM FLOATING VINYL MTL In 11 12 STOREROOM LOCK (1) (2) '■"' li ® NOT USED J 0 107 CLASSROOM FLOATING VINYL VINYL GYP. BD 1 PAINT 5Q T-0" X T-0" C 13/4" WD/GL PT VINYL GYP. BD / PAINT MTL 10'-0" (1) (2) ENTRANCE LOCK CLASSROOM FLOATING VINYL VINYL GYP. BD I PAINT SUSP. CLG. 10'-0" (1) (2) TEMP FLOORING A . A8. 3 ©PAS�SAGE T-0" X T-0" A 13/4" WD/SC PT ---- SUSP. CLG. MTL .(l)(2) 111 LUCK CLOSER A8.03 A8.03 7 T-0" X T-0" C 13/4' WD/GL PT 114" FLOATING VINYL MTL GYP. BD / PAINT SUSP. CLG. INSTALL PANIC HDW (1) (2) 113 CLASSROOM FLOATING VINYL FLOORING VINYL GYP. BD / PAINT SUSP. CLG. TEMP (1) (2) 114 A8.03 A8.03 FLOATING VINYL ELECT. STRIKE ALARM 8 3'-0" X T-0" A 13/4' MTL PT - - 20 MIN MTL A8.03 A8.03 9'-0" STOREROOM LOCK 9 NOT USED Sheet M.R. GYP. BD. EPDXY PT EPDXY PT Of -FLOATING VINYL FLOORING: EMBOSSED HEATHERSTONE, HLVP5002-C, DV 740-C (CONTACT: JESUS AZCUY 786-306-5537) -TILE IS ROCA. AFNOL003R-1224 NOLITO GRAFITO 12 BY 24R BRICK LAID -BASEBOARDS: CHARCOAL GRAY ROOM FINISH SCHEDULE REMARKS: 10 T-0" X T-0" C 13/4" WD/GL PT TEMP COMBUSTIBLE DECORATIVE MATERIALS: exceed 10 percent of the specific wall or ceiling area to which MTL ROOMS CLASS "C" EXIT ENCLOSURE CLASS "B" PASSAGE LOCK CLOSER A8.03 A8.03 11 3'-0" X T-0" A 13/4" WD/SC PT ---- MTL A8.03 A8.03 PRIVACY LOCK CLOSER 12 T-0" X T-0" A 13/4" WD/GL PT TEMP MTL In PASSAGE LOCK NOM. 8"X 36" VIEW GLASS A8.03 A8.03 7-1 ROOM IDENIMARON SIGN 10 BE 2 ++ +. 2 ++ VI SION PNL DR. #12 LOCATED AS PER FBC SECT./ 11-4,30.6 TYP. WHERE REQUIRED 3'- 0 66 VISION PNL \ I,D \\ \ o O� O / � I \ i LO / A AA B BB C DOOR NOTES: 1. FINAL COORDINATION OF KEYING FUNCTIONS AND HARDWARE SHALL BE WITH OWNER I TENANT 2. ALL EXIT HARDWARE SHALL COMPLY W1 P.B.C. AND F.B.C. 3. WALL STOPS AT ALL DOORS. TYPICAL 4. LOCKS OR LOCKSETS TO BE MEDIUM DUTY COMMERCIAL GRADE OR EQUAL 5. ALL SOLID CORE WOOD DOORS TO BE PAINT GRADE 6. NOT USED 7. PROVIDE EXIT ALARM ON ALL DOORS TO EXTERIOR 8. PROVIDE FINGER GUARD ON ALL DOORS - SEE DTL 121A8.01 9. EXTERIOR DOORS TO HAVE WEATHERSTRIPPING AND THRESHOLDS 10. PROVIDE CLOSERS AT ALL EXTERIOR DOORS, ALL DOORS IN SMOKE PARTITIONS AND DOORS WITH PANIC HARDWARE 11. EVERY BATHROOM AND CLOSET/STORAGE ROOM DOOR LOCKS SHALL BE DESIGNED TO ALLOW OPENING OF THE LOCKED DOOR FROM THE OUTSIDE BY AN OPENING DEVICE THAT SHALL BE READILY ACCESSIBLE TO THE STAFF ROOM FINISH SCHEDULE TOWEL DISPENSER ULINE L N Cn M C" Cn #B-306 Rm Name 0 H-1127 (SINGLE CLEAR) � 0 0 -&- H U oNo Im Qm M: z 100 PLAYGROUND PERMA- _ 101 ENTRY FLOATING VINYL VINYL GYP. BD 1 PAINT SUSP. CLG. 10'-0" (1) (2) L IN 2 102 OFFICE FLOATING VINYL VINYL GYP. BD /PAINT SUSP. CLG. 10'-0" (1) (2) 103 FOOD PREP. CER. TILE VINYL FRP TO 60" A.F.F. SUSP.CLG. 10'-0" (1) (2) (3) (4) GYP. BD / PAINT VINYL COATED 104 RECEPTIONIST FLOATING VINYL VINYLFRP TO 60" A.F.F. SUSP. CLG. 9'-0" (1) (2) (3) F LL. GYP. BD / PAINT .3 0 105 JANITOR CLOSET CER. TILE VINYL FRP TO 60" A.F.F. SUSP. CLG. 9'-0" (1) (2) (3) Z 0 GYP. BD / PAINT Q 0 OCl) 106 CLASSROOM FLOATING VINYL VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) '■"' li FLOORING J 0 107 CLASSROOM FLOATING VINYL VINYL GYP. BD 1 PAINT SUSP. CLG. 10'-0" (1) (2) 108 CLASSROOM FLOATING VINYL 171 nnplmr. VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) 109 CLASSROOM FLOATING VINYL VINYL GYP. BD I PAINT SUSP. CLG. 10'-0" (1) (2) N FLOORING 110 CLASSROOM FLOATIN VINYL FLOORING VINYL GYP. BD 1 PAINT SUSP. CLG. 10'-0" .(l)(2) 111 CLASSROOM FLOATING VINYL FLOORING VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) 112 CLASSROOM FLOATING VINYL VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) 113 CLASSROOM FLOATING VINYL FLOORING VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) 114 HALLWAY FLOATING VINYL VINYL GYP. BD / PAINT SUSP. CLG. 10'-0" (1) (2) 115 TOILET ROOMCER. TILE VINYL CERAMIC TILE TO 60" A.F. M.R. YP. B 9'-0" (1) (2) 2018-29 Sheet M.R. GYP. BD. EPDXY PT EPDXY PT Of -FLOATING VINYL FLOORING: EMBOSSED HEATHERSTONE, HLVP5002-C, DV 740-C (CONTACT: JESUS AZCUY 786-306-5537) -TILE IS ROCA. AFNOL003R-1224 NOLITO GRAFITO 12 BY 24R BRICK LAID -BASEBOARDS: CHARCOAL GRAY ROOM FINISH SCHEDULE REMARKS: 1. SEE FINISH NOTE 2. TENANT TO SELECT SPECIFIC FINISHES AND PAINT COLORS 3. PROVIDE FRP BOARD TO 6'-0" A.F.F. 4. PROVIDE CLEANABLE CEILING TILES FINISH NOTE: ALL / CEILING FINISHES SHALL COMPLY WITH The permissible amount of decorative materials meeting the TABLE 803.9 & 806.1.2 flame propagation performance criteria of NFPA 701 shall not COMBUSTIBLE DECORATIVE MATERIALS: exceed 10 percent of the specific wall or ceiling area to which CORRIDORS CLASS "C" it is attach ROOMS CLASS "C" EXIT ENCLOSURE CLASS "B" TOILET ACCESSORIES SCHEDULE TOWEL DISPENSER ULINE H-1132 (ONE OVER EVERY SINK AND KITCHEN SINK) TILTED MIRROR BOBRICK 93 SERIES W/ 5" S.S. SHELF #B-311214 SOAP DISPENSER BOBRICK #B-306 TOILET PAPER DISPENSER ULINE H-1127 (SINGLE CLEAR) ROBE HOOK BOBRICK #13-6717 PARTITION LEGEND - PARTITION DETAILS A8.01 P 1 INDICATES EXISTING 1 -HR RATED PARTITION - SEE DTL 1/A8.01 P 2 INDICATES NEW 1 -HR RATED PARTITION - EXTEND TO ROOF DECK- SEE DTL 1/A8.01 5 INDICATES NEW PARTITION - SEE DTL. 2 SHT. A8.02 7,777,7777-77 '777777M� P 4 INDICATES SMOKE PARTITION - EXTEND TO ROOF DECK SEE DTL A8.02 W-1 INDICATES EXISTINIG MASONRY WALL TO REMAIN - SEE DTL. #3 SHT. A8.01 NOTE: ALL INTERIOR PARTITIONS SHALL HAVE BOTTOM TRACK FASTENERS (3/4" PINS) SPACED MAX. 24" O.C. 04 4t M N Uj ti C5 C"CD CD CD 0 Z - OM N L J J LL W Q O LU � U- m � Z O0 H U oNo w Qm L1J U') J M CO t•- J 0 ¢ 2 ~ C T = m� W W co PVL CO O o L ca W oa O N CO a LM % Q 0 LL. ZUj .3 0 U)Q V aW � Z 0 Z Q 0 OCl) W >- V O '■"' li W J 0 0 U. Q W z�W� Q� J Z J W . N M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A2.01 Of X/X Sheets -------------- -------------- EXIST FIRE LINES TO REMAIN _EXISTING STORM LINES TO REMAIN EXIST. 2" DOMESTIC WATER TO REMAIN 7 CEI GT. EILING HGT EL. + CEILI INDICATES NEW 2'x 4' LIGHT z FIXTURES. (TYP) SEE MECH. 2'x 2' SUSPENDED icTK�I��i[�d�L�L`Le1L�]:Tl�� (TYP) A PARTIAL REFLECTED CEILING PLAN I I � SEE MECHANICAL PLANS FOR EXIT AND EMERGENCY LIGHT LOCATIONS I. LINE OF EXISTING CANOPY I ABOVE. TYPICAL 3/16" =1'-0" CEILING SYSTEM. xZ U_0. W BRACE STUDS TO W C STRUCTURE ABOVE� AND SIDE WALLS. 518" GYPSUM BOARD.-/ 3 518" STEEL STUDS (20 GAUGE) AT 16" O.C_/ EXISTING CANOPY TYPICAL SOFFIT DETAILS � r 3 5/8" 18 GAUGE BRACES AT 4'-0" O.C. TO STRUCT., TYP.- CONTINUOUS YP.-CONTINUOUS TOP TRACK, TYP. MTL STUDS AT 16" O.C. — REF PLAN FINISH PER INT. ELEV. FOR WIDTH wg >w /n -3 5/8" 18 GAUGE CONTINUOUS BRACE W/ (2) NO. 10 SCREWS AT EACH WALL STUD, TYP. (4) #10 MTL SCREWS, TYP, FIREBLOCKING AND CEILING SYSTEM SUPPORT. CEILING AS SCHED. SUSPENDED GRID SYSTEM SHALL BE HOT DIPPED GALVANIZED STEEL "T" SECTION W/ PRE -PAINTED CAPPING. MAIN RUNNERS TO BE SPACES AT 48" O.C. AND SUSPENDED FROM EXISTIING STEEL JOIST ROOF STRUCTURE USING PRE -STRAIGHTENED 2mm DIA. HDG STEEL WIRE HANGERS AT 48" O.C. FIRST HANGERS TO BE NO MORE THAN 18" FROM PERIMETER. CROSS TEES SHALL BE INSTALLED PERPENDICULAR BETWEEN THE MAIN RUNNERS AT �✓- ~ 24" O.C. 4 t �t 4 s Q ♦" CEILING SYSTEM NOTE: PER: FBC 808.1.1 Suspended acoustical ceiling systems shall be installed in accordance with the provisions of ASTM C 635 and ASTM C 636 NTS MINOMMOM A max_ 1200 U Z B 1200 C t1L 400 W a ! sDo REF. DISTANCE j 0 MAX. 48" US 48• O m MAX. 18" 24" CEILING SUSPENSION SYSTEM DETAIL NO SCALE C14 LO LO LO M N r U Z QOC:> N O = J 4k J U_ Q W = Q IL Q LU lW m Z �— j 0 U US W O m � . Ja WU-) J Cn ~ L[7 CD F- o � of O Q Q 0 O "T _ Y W 7 (z L O F- LL O T PJ O cc ( I Z V �J O W Nm D CV) Q 0 0 0 J ao _ZLU 5� 0 aW� V Z Z Q � Q Q U) Z in0 V • M W = J OU. 0 CD >. M IW W J W a ZLul J . d' M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A6.01 Of X/X Sheets 1 " TYPE S DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES 12" 0. C. TO HORIZONTAL AND INTERMEDIATE STUDS 1 -HOUR RATED PARTITION - UL #U465 -1 LAYER OF 5/8" TYPE'X' GYP. BD. APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 6" (20 GA.) METAL STUDS 16" O/C WITH 1" TYPE 'S' SELF -TAPPING DRYWALL SCREWS SPACED 8" 0/C TO VERTICAL EDGES AND 12" O/C TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" 0/C EACH SIDE AND OPPOSITE SIDES SCRIBED TO METAL DECK. 3 5/8" OR 6" METAL STUDS (20 GA.) @ 16" O.C. WALL TYPE 'P-1' (Existin 1 HOUR RATED NON -LOAD BEARING /'P-2' (New) : UL #U465 3" =1'-0" WALL TYPE 'P-3' & P-4 WALL TYPE'W-1' NON -LOAD BEARING III = 11 -rill PAINTED CEMENT PLASTER R-5 INSULATION REINFORCED 8" CMU WALL W/ TOOLED JOINTS 1 X 2 PT WD FURRING @ 16" O.C. W/ TYPE S-1 FASTENER @ 24" O.C. STAGGERED 1/2" GYPSUM BOARD 311 — 1'-011 CUT TOP BOTTOM FLANGES OF 111kAACK AT EACH SM, n?. M 1 PARTt ON WALL STUM 0 16" O.C. MAX PER SCHIM LE, SEE ST101 v' MIN. 6 x54 MIL '� SCREWSttOJ Of' 81�C€ �. DO NOT Cts � FL GF.S BETYYEt^kt I I (3) #10 &M.S. 250# W�13 LOAD APPUED IN sv , AW ECM �t�. �; 0 EA, (F TRA" O Ek SM ISOMETRIC DETAIL BACKING DETAIL f , u : =� CONT. WD. BLOCKING, TYP. WOOD FRAME, PAINTED TEMPERED GLASS 5,-0„ NTS INTERIOR FIXED GLASS WINDOW ')LAB ;IN 1 /4" =1'-011 'SI CONCRETE SLAB ON GRADE TO PTH OF EXIST'G. DRILL Y 12" L #4 BARS 4" INTO EXIST'G " O.C. USE HILTI HIT HY 150 EPDXY i TFRMITF TRFATr-n FII I (D+24" SLAB IN -FILL FOR REPAIRS I WIDE n.t.s. O v & RECEPTIONIST STATION (BEYOND) HANDICAPPED COUNTER DETAIL 15" 00 13" Y2 p VARIES—SEE FLOOR PLAN 7 RECEPTION AREA COUNTER DETAIL NTS FIRE EXTINGUISHER CABINET DETAIL FINISHED ATTAr.H Tn gTRI IrTI IRF ARCS\/F TOP OF WALL DETAIL /8", 18 GA. METAL STUD ;E AT 4'-0" O.C. MAX. =RNATE DIRECTION OF ;ES ALONG LENGTH OF WHERE POSSIBLE). 2" X 0'-4" LG, 12 GA. 11NG CLIP W/(3) — #12 -WS EA. LEG NTS I PLAM COUNTER BLOCKING BY OT EPDXY COATED COUNTER SUPP( (AM1824) PLAM BACK CLE) System No. W -L-2073 F Ratings -1 and 2 Hr (See Item 3) PLASTIC LAM. COUNTERTOP USE PLAM-1 11/2" PLASTIC LAM. SUPPORT, SUPPORTS TO BE EQUALLY SPACED & SPACING NOT TO EXCEED 5'-0", USE PLAM-2 PROVIDE WOOD BLOCKING IN WALL TYPICAL COUNTER DETAIL IF USED 10 it _ 11 11/2 -1-0 3/4" PARTICLE BOARD W/ MELAMINE ON ALL SURFACES AND ENDS (TYP.) PROVIDE HEAVY DUTY STANDARDS AND BRACKET W/LOCATOR. LOCATE 6" FROM ENDS AND 2'-8" MAX. O.C. FOR REMAINDER OF SHELF. PROVIDE BLOCKING OR ADDITIONAL STEEL STUDS W/IN WALL WHERE REQUIRED BY LAYOUT OF STANDARDS 4'-0" A.F.F., TYPICAL ALL CLOSETS ADJUSTABLE SHELVING (IF USED 1 1 /2" =1'-011 TYPICAL LEVER TYPE TO BE USED WOOD STUD WA" DOORFRAME FINGERSAFE FIXING STRIP FINGERSAFE HINGE GUARD FINGERSAFE FIXING STRIP FINGERSAFE PLEATED GUARD *NOTE: ALL HANDLES TO BE 36" A.F.F. CLOSED DOOR OPEN DOOR 12FINGERSAFE HINGE GUARD / LEVER NTS LO Mo N � Lu vr N [� U Z 0 C-0 O N O ;� _ i UL W wQ oW m z '_0 =) F- 0 po W CD m W LO LO Cq ~ C) o Q J � Q 2 = a; v r� W �3m =m IL c°° IU - o J +-�+ 0 W Z U M O O N m ch a ifl LM 0 0 J U) LL. CDQ a. zLu 0 <0 Lu Z 0 Q 0 6` W >_ W n � / W V � O= 0 0 v- >- WZ Z W Q W W z�LuQ z Q -� W -J . M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A8.01 Of XIX Sheets DEMO KITCHEN #159 CABINET DETAIL o SINK SCALE 1-1/261'-O' CABINET ELEVATIONS im 3/4 TOILET SEAT HEIGHTS Ar,F rROUP SEAT HEIGHT 5 YEARS 15" AFF ADA SCHOOL AGE & ADULT 17" - 19" AFF ADA CHILD 11" - 17" AFF CHILD LAV SINK HEIGHTS AGE GROUP COUNTER HEIGHT T'S & 2 YEARS 24" AFF 3 & 4 YEARS 26" AFF 5 YEARS 30" AFF SCHOOL AGE 34" AFF PLASTIC LAMINATE CN 3/4 PLYWOOD COUN-ng TOP APD BAdGSIRIASN SICK - SEE PU AV61NG SWEE—M FCR 9PBCS 'FAUCEP - SEE! PI -#4*WQ SHEETS FOR SPECS PLYWOOD SIPPORT TOP CCNTRA.K S D" BLOCKING AS REW;W PLAS LAM FACED 31X PLYWOOD 4 -Or (CLIEoW FLOOR SPACD SECTION o P.C. VANITY TYI ON o P.C, VANITY SCA Z NOTES: 1. PLAN MAY VARY. COORDINATE COUNTER DIMENSIONS AND FIXTURE COUNT PER PLAN PER LAV UNIT, 2. ALL COUNTERTOPS TO BE 1-1/2" PARTICLE BOARD CORE WITH STANDARD LAMINATE FINISH. COLORS PER TENANT AS NECESSARY 0 0 O 0 0 0 O 0 0 m ADJJSTABLE SWIELVes 0 0 PLAsT1C LAMINATE FNSN DOOR AND 0 0 CABINET 0 0 . ..- .••- rFAI ,vZ - PAINT® GYP, PLASTIC I ANONATE OOUYTERTOP APD CARNIFT 4'W PLAST, LAMINATE MCKSPLASH —_ •3/4 PLYVYOCO FOR COINTBZTCP BY G.C. TYPICAL CABINET DETAIL SCALE 1-11174-a vrn N N (� H M r U z U) 0 OD 0 N O = J 4t J LL Q w q = Q w Q UJ LLL m Z F-. Op O0 U INSilATE UNDERSIDE w N om OF PLIM z . J¢ CONPON9NTS ZZ) CD o Q AS IRIS= PER ADA Q .R. ~ O T co CO CO W VJ''^^ d � O %PPCW BRACKETS u- 0 IT MINI ICLEARANCE LIPS CF 4 -Or (CLIEoW FLOOR SPACD SECTION o P.C. VANITY TYI ON o P.C, VANITY SCA Z NOTES: 1. PLAN MAY VARY. COORDINATE COUNTER DIMENSIONS AND FIXTURE COUNT PER PLAN PER LAV UNIT, 2. ALL COUNTERTOPS TO BE 1-1/2" PARTICLE BOARD CORE WITH STANDARD LAMINATE FINISH. COLORS PER TENANT AS NECESSARY 0 0 O 0 0 0 O 0 0 m ADJJSTABLE SWIELVes 0 0 PLAsT1C LAMINATE FNSN DOOR AND 0 0 CABINET 0 0 . ..- .••- rFAI ,vZ - PAINT® GYP, PLASTIC I ANONATE OOUYTERTOP APD CARNIFT 4'W PLAST, LAMINATE MCKSPLASH —_ •3/4 PLYVYOCO FOR COINTBZTCP BY G.C. TYPICAL CABINET DETAIL SCALE 1-11174-a vrn N N (� H M r U z U) 0 OD 0 N O = J 4t J LL Q w q = Q w Q UJ LLL m Z F-. Op O0 U o w om z . J¢ W u) J � O ZZ) CD o Q Q .R. ~ O T co CO CO W VJ''^^ d � O u- 0 ®A W �cc �Z U M o W N0 m O Ch L 0 ao U LL. LLJ U) O Q Q LL W � � Z Q �Qcf) ZoO o W � W LLJ > Om O Z> - a Q z W J W Z Q W �J Z J LLI r M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A8.02 Of X/X Sheets DOOR HEAD DETAIL �••' N 8" CMU W/ PAINTED CEMENT PLASTER FINISH RAIN DRIP - PEMKO 346C GYP. BD. ON FURRING PRECAST CONC. LINTEL CORNER BEAD CAULK H.M. FRAME GROUTED WEATHERSRIP SEALANT AL/GL DOOR. 8" CMU W/ PAINTED CEMENT PLASTER FINISH GYP. BD. ON FURRING CONCRETE GROUTED CELL CORNER BEAD CAULK WEATHERSTRIP SEALANT ALUM. STOREFRONT DOOR ALUM. STOREFRONT DOOR CONCRETE SIDEWALK THRESHOLD SET IN MASTIC - PEMKO 2748A CONCRETE SLAB STOREFRONT DOOR THRESHOLD STOREFRONT HEAD STOREFRONT JAMB PAINTED CEMENT PLASTER CONCRETE BEAM 1/4" X 2-1/4" LONG TAPCON SCREWS 6" FROM EACH END AND MAX. 16-7/16" O.C. W/ (3) AT 2" O.C. AT INTERMEDIATE MULLIONS (1-1/2" MIN. EMBEDMENT) CONTINUOUS 5/8"X 4" WIDE FRT PLYWOOD BUCK W/ 30# BUILDING PAPER BACKING IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM HEAD SEALANT IMPACT RESISTANT GLAZING IN IMPACT RESISTANT ALUMINUM STOREFRONT FRAME 311 = 1 1-011 8" C.M.U. PAINTED CEMENT PLASTER CONTINUOUS 5/8" X 4" WIDE FRT PLYWOOD BUCK W/ I 30# BUILDING PAPER BACKING 1/4" X 3-1/4" LONG TAPCON SCREWS 6" FROM EACH END AND MAX. 14-5/8" O.C. IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM JAMB SEALANT IMPACT RESISTANT GLAZING IN IMPACT RESISTANT ALUMINUM STOREFRONT FRAME STOREFRONT SILL 311 = 1'-011 IMPACT RESISTANT GLAZING IN IMPACT RESISTANT ALUMINUM STOREFRONT FRAME CONCRETE SIDEWALK IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM SILL ALUM. STOREFRONT SILL PAN W/ END DAMS SET IN MASTIC AND FASTENED W/ 1/4" X 1-1/4" LONG TAPCON SCREWS 4" FROM EACH END AND MAX. 34" O.C. (NON-STRUCTURAL) CAULK 1/4"X 2-1/4" LONG TAPCON SCREWS 6" FROM EACH END AND MAX. 16-7/16" O.C. W/ (3) AT 2" O.C. AT INTERMEDIATE MULLIONS (1-112" MIN. EMBEDMENT) CONCRETE SLAB 311 =1'-0" CN N CV 518" GYP. BD. BOTH SIDES SOUND ATTENUATION BATTS - SEE PLAN FOR LOCATIONS 3 5/8" OR 6" GALV. METAL STUDS STOREFRONT MULLION 2 X 6 WOOD BUCK 18 GA. H.M. DOOR FRAME W/ WELDED CORNERS 3 -JAMB CLIPS / JAMB (TYP) WOOD DOOR (SEE SCHEDULE FOR RATING) 5/8" GYP. BD. BOTH SIDES SOUND ATTENUATION BATTS - SEE PLAN FOR LOCATIONS 3 518" OR 6" GALV. METAL STUDS 18 GA. H.M. DOOR FRAME W/ WELDED CORNERS JAMB BEYOND WOOD DOOR (SEE SCHEDULE FOR RATING) IMPACT RESISTANT GLAZING IN IMPACT RESISTANT I ALUMINUM STOREFRONT FRAME IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM MULLION W/ STEEL REINFORCEMENT H.M. DOOR HEAD DETAIL H.M. DOOR JAMB DETAIL 8" CMU WI PAINTED CEMENT PLASTER FINISH RAIN DRIP - PEMKO 346C PRECAST CONC. LINTEL CAULK H.M. FRAME GROUTED WEATHERSRIP - PEMKO 303AV SEALANT H.M. DOOR. 8" CMU W/ PAINTED CEMENT PLASTER FINISH CONCRETE GROUTED CELL CAULK H.M. FRAME GROUTED W/ WIRE ANCHORS AT 16" O.C. WEATHERSTRIP - PEMKO 303AV SEALANT H.M. DOOR, H.M. DOOR THRESHOLD V METAL DOOR =TE WALK WEEP - PEMKO 315N iOLD SET IN MASTIC - PEMKO 2005AV =TE SLAB w AN ti v F- ch o p� O O Z O� N W Q w Q �w w m z F_ O H U oNo w C> z wLO J M V CO 00 o a Q x o = a, v r U) Cf) a as = :g L `� o o >1 �=J O 8, W N0 CO co 8" CMU W/ PAINTED CEMENT PLASTER FINISH RAIN DRIP - PEMKO 346C GYP. BD. ON FURRING PRECAST CONC. LINTEL CORNER BEAD CAULK H.M. FRAME GROUTED WEATHERSRIP SEALANT AL/GL DOOR. 8" CMU W/ PAINTED CEMENT PLASTER FINISH GYP. BD. ON FURRING CONCRETE GROUTED CELL CORNER BEAD CAULK WEATHERSTRIP SEALANT ALUM. STOREFRONT DOOR ALUM. STOREFRONT DOOR CONCRETE SIDEWALK THRESHOLD SET IN MASTIC - PEMKO 2748A CONCRETE SLAB STOREFRONT DOOR THRESHOLD STOREFRONT HEAD STOREFRONT JAMB PAINTED CEMENT PLASTER CONCRETE BEAM 1/4" X 2-1/4" LONG TAPCON SCREWS 6" FROM EACH END AND MAX. 16-7/16" O.C. W/ (3) AT 2" O.C. AT INTERMEDIATE MULLIONS (1-1/2" MIN. EMBEDMENT) CONTINUOUS 5/8"X 4" WIDE FRT PLYWOOD BUCK W/ 30# BUILDING PAPER BACKING IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM HEAD SEALANT IMPACT RESISTANT GLAZING IN IMPACT RESISTANT ALUMINUM STOREFRONT FRAME 311 = 1 1-011 8" C.M.U. PAINTED CEMENT PLASTER CONTINUOUS 5/8" X 4" WIDE FRT PLYWOOD BUCK W/ I 30# BUILDING PAPER BACKING 1/4" X 3-1/4" LONG TAPCON SCREWS 6" FROM EACH END AND MAX. 14-5/8" O.C. IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM JAMB SEALANT IMPACT RESISTANT GLAZING IN IMPACT RESISTANT ALUMINUM STOREFRONT FRAME STOREFRONT SILL 311 = 1'-011 IMPACT RESISTANT GLAZING IN IMPACT RESISTANT ALUMINUM STOREFRONT FRAME CONCRETE SIDEWALK IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM SILL ALUM. STOREFRONT SILL PAN W/ END DAMS SET IN MASTIC AND FASTENED W/ 1/4" X 1-1/4" LONG TAPCON SCREWS 4" FROM EACH END AND MAX. 34" O.C. (NON-STRUCTURAL) CAULK 1/4"X 2-1/4" LONG TAPCON SCREWS 6" FROM EACH END AND MAX. 16-7/16" O.C. W/ (3) AT 2" O.C. AT INTERMEDIATE MULLIONS (1-112" MIN. EMBEDMENT) CONCRETE SLAB 311 =1'-0" CN N CV 518" GYP. BD. BOTH SIDES SOUND ATTENUATION BATTS - SEE PLAN FOR LOCATIONS 3 5/8" OR 6" GALV. METAL STUDS STOREFRONT MULLION 2 X 6 WOOD BUCK 18 GA. H.M. DOOR FRAME W/ WELDED CORNERS 3 -JAMB CLIPS / JAMB (TYP) WOOD DOOR (SEE SCHEDULE FOR RATING) 5/8" GYP. BD. BOTH SIDES SOUND ATTENUATION BATTS - SEE PLAN FOR LOCATIONS 3 518" OR 6" GALV. METAL STUDS 18 GA. H.M. DOOR FRAME W/ WELDED CORNERS JAMB BEYOND WOOD DOOR (SEE SCHEDULE FOR RATING) IMPACT RESISTANT GLAZING IN IMPACT RESISTANT I ALUMINUM STOREFRONT FRAME IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM MULLION W/ STEEL REINFORCEMENT H.M. DOOR HEAD DETAIL H.M. DOOR JAMB DETAIL 8" CMU WI PAINTED CEMENT PLASTER FINISH RAIN DRIP - PEMKO 346C PRECAST CONC. LINTEL CAULK H.M. FRAME GROUTED WEATHERSRIP - PEMKO 303AV SEALANT H.M. DOOR. 8" CMU W/ PAINTED CEMENT PLASTER FINISH CONCRETE GROUTED CELL CAULK H.M. FRAME GROUTED W/ WIRE ANCHORS AT 16" O.C. WEATHERSTRIP - PEMKO 303AV SEALANT H.M. DOOR, H.M. DOOR THRESHOLD V METAL DOOR =TE WALK WEEP - PEMKO 315N iOLD SET IN MASTIC - PEMKO 2005AV =TE SLAB w AN ti v F- ch o p� O O Z O� N W Q w Q �w w m z F_ O H U oNo w C> z wLO J M V CO 00 o a Q x o = a, v r U) Cf) a as = :g L `� o o >1 �=J O 8, W N0 CO co �t 0 LM O J V) LL Z a W U) O Q �W C� W Z ■ O Q V i LLI >- 1--� W J >v000 O Z LL. >. a z I= !-WSW Z a J Ya Z .. J W .aJ H d' r M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A8.03 Of X!X Sheets System No. W -L-2245 F Rating - 4 Hr T Rating - 2 and 4 Hr (See Item 2) SECTION A -A 1. Floor or Wall Assembly Min 4 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features. A. Studs Wall framing shall consist of steel channel 6tud6bteel studs to be min 3-1/2 in. wide and spaced max 24 in. OC. 5. Gypsum Boards Four layers of nom 5/8 in. thick, gypsum board as specified in the individual wall and partition Design. Max diameter of opening Is 1-3/8 in. 2. Through -Penetrants One nonmetallic pipe to be installed concentrically or eccentrically within the firestop system. The annular Space between the pipe and the periphery of the opening shall be a min 0 in. (point contact) to max. 3/4 in. for nom 6 in. diameter pipes and min 0 in (point contact) to max 1/2 in. for nom 4 in. diameter (or smaller) pipes. Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes may be used. A. Polyvinyl Chloride (PVC) Pipe Nom 6 in diameter (or smaller) Schedule 40 solid or cellular PVC core pipe, for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 5. Chlorinated Polyvinyl Chloride (CP1/C) Pipe Nom 6 in. diameter (or smaller) SDR 135 CPVC pipe. For use in closed (process or supply) piping systems. The T Rating is dependent upon the diameter of pipe used in the firestop System. For nom 4 in. diameter (or smaller) pipes, the T Rating is 4 hr. For pipes greater than nom 4 in. diameter the T Rating 16 2 hr. 3. Firestop Syste l -e firestop system Shall consist of the following: A. Fill, Vold or Cavity Material - Sealant- Min 1-1/2 in. thickness of fill material applied within annulus of gypsum board, flush with surface of wall. NILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS -ONE Sealant B. Firestop Device - Firestop Collar The fireatop collar shall be installed in accordance with the accompanying installation instructions. The collar shall be installed and latched around the pipe and secured to the gypsum board with the anchor hooks provided with the collar. (Min 2 anchor hooks for i-1/2 and 2 in. diameter pipes, 3 anchor hooks for 3 and 4 in, diameter pipes and 6 anchor hooks for 6 in. diameter pipes). The anchor hooks are to be secured to the wall with i/4 In. by 3 in. toggle bolts along with min 3/4 in. diameter steel washers. HILT[ CONSTRUCTION CHEMICALS, DIV OF HILTI INC,- CP 643 50/15", CP 643 63/2", CP 643 90/3", CP 643 110/4" or CP 642 160/6" Firestop Collar •searing the UL Classification Mark ��, sl fl' D�ME-D=0® Reproduced by HILTI, Inc. Courtesy of YL V Underwriters Laboratories, Inc. C n ' Ic March 22, 2004 J System No. W -L-2098 F Ratings - 1 and 2 Hr (5ee Item 1) T Ratings - I and 2 Hr (see Item 1) L Rating At Ambient - Less Than 1 CFM/5q Ft L Rating At 400 F - 4 CFM/5c1 Ft 1. Wali Assembly -- The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs In the UL Fire Resistance Directory and Shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Boards -- 5/8 in. thick 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diameter of opening is 4-3/8 In. The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is Installed. 2. Through Penetrants --One nonmetallic pipe installed within the firestop system. Pipe to be rigidly supported on both sides of floor or wail assembly. The space between pipe and periphery of Opening shall be min 3/4 in. to max 1-1/4 in. Pipe to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe -- Nom 2 in. diameter (or smaller) Schedule 40 PVC pipe for use in closed (process or supply) piping system. 5. Chlorinated Polyvinyl Chloride (CPVC) Pipe -- Nom 2 In. diameter (or smaller) SOR11 CPVC pipe for use in closed (process or Supply) piping systems. 3. Fill, Void or Cavity Materials• -- Sealant -- installed to completely fill the annular space between the pipes and gypsum wallboard on both sides of wall. NILTI CONSTRUCTION CHEMICALS, DIV OF NILTI INC-- FS -One Sealant •Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of ��� Underwriters Laboratories, Inc. January 09, 2003 C US System No. W -L-4007 F Rating - 2 Hr T Rating - 2 Hr L Rating At Ambient - 11 CFM/5cj Ft L Rating At 400 F - 7 CFM/5c( Ft F- A lA IB 2 F_3 �J "' ;t . F ® 5 4 LA IB 18 lA SECTION A -A 1. Wall Assembly -- The fire -rated gypsum wallboard/steel stud wall assembly shell be constructed of the materials and in the manner described in the individual U400 Series Wall and Partition Design in the UL Fire Resistance Directory and shell include the following construction features: A. Steel Studs -- Steel studs to be min 3-5/8 Im wide and spaced max 24 in. OC. The opening in the wall to accommodate the cable tray (Item 2) shall be framed on all sides. The studs on each side of the opening and the stud sections used for the header and 6111 of the opening shell be doubled such that the flanged steel casing of the fill material kit (Item 5A) may be secured to the steel framing members, through the gsum wallboard layers, on all sides. The framed opening in the wall shall be min I in. to max 4 in. wider and higher than the width and height of the cable tray such that, when the cable tray Is centered in the opening, a 1/2 to 2 in. clearance is present between the cable tray and the framing on all four sides. B. Gypeum Board, -- Two layers of nom 5/8 in. thick g9p6uln wallboard, as specified in the Individual Wall and Partition Design. 2. Cable Tray -- Max 24 in. wide by max 6 In. deep open ladder cable tray formed of min 0093 in. thick (No. 12 gauge) gals steel or min OJ25 in. thick aluminum and with rungs spaced 9 in. OC. Max one cable tray per opening. Cable tray to be rigidly supported on both sides of wall a6eembly. 3. Cables -- Aggregate cross-sectional area of cables in cable tray not to exceed 40 percent based on a max 3 in. cable loading depth within the tray. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 300 k 1 single -conductor power tablet cross-linked polyethylene insulation. B. Max 12 AWG multiconductor power and control cablest cross-linked polyethylene insulation, polyvinyl chloride jacket. Cables to be installed min 1/2 in. apart in layers with a layer of intumescent sponge sheet (Item 5A) between layers of cable. When diameter of cables ie larger than 9/16 IN narrow strips of intumescent sponge to be installed between individual cables in each layer of cables. 4. Mineral -Wool Batt Insulation -- Min 4 pcf mineral wool batts tightly -packed into through opening to completely fill framed opening in wall aesembly. 5. Firestop Syetem -- Fireetop system eonslete of a fill material kit (Item 5A) in conjunction with caulk fill material ( Item 55). A. Fill, Void or Cavity Materials• -- Fill Material Kit -- Fill material Wt consists of a nom 10 in. high by 10 in. deep modular steel casing with elastomeric gasket strips, elastomeric liner blodk6 and intumescent sponge filler sheets. The width of the steel casing shall be 6 to 8 in. greater than the width of the cable tray. The fill material kit Is to be installed in accordance with the accompanying instructions. The fasteners used to secure the steel casing to the wall surface shall be nom 1/4 in. diameter by min 2-1/4 in. long steel ecrewe In conjunction with steel washers. All voids within the Rind steel casing to be tightly -filled with intumescent sponge sheets. The intumescent sponge sheets shall also be installed between the cable tray rungs and the cables as well as between layers of cables in the cable tray. BEELE ENGINEERING B V -- type FSP SIFj�, Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. 0 MR August 31, 1995 C ® US System No. W -L-1243 F Rating - 1 and 2 Hr (5ee Item 1) T Rating - 0 Hr 5ECTION ,A -,A 1. Wall Assembly The i or 2 Hr. fire -rate gypsum board/stud wall assembly shall be constructed of the materials and In the manner specified in the individual U300 or U400 Series Wall and Partition Design in the Fire Resistance Directory and shall include the following construction features: A. StudsWall framing shall consist of either wood studs or channel Shaped steel studs. Wood studs to consist of 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide, fabricated from min 25 MSG galvanized steel, spaced max 24 In. OC. B. Gypsum Boards 5/8 in. thick 4 ft. wide with square or tapered edges. The gypsum board type, number of layers and sheet orientation shall be a5 specified In the individual U300 or U400 Series Designs in the UL Fire Resistance Directory. Max diameter of opening is 3-1/2 in. The houriy F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which It is installed. 2. Through -Penetrant -Flexible Metal Condult4Nom. 2 in. diameter (or smaller) aluminum or steel flexible conduit installed either concentrically or eccentrically within the firestop system. The annular space between conduit and periphery of opening Shall be min 0 in. (point contact) to max i in. Conduit to be rigidly supported on both sides of wall assembly. See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Materials Directory for names of manufacturers. 3. Fill, Vold or Cavity Material•- Sealant Min 5/8 in. thickness of fill material applied with annulus, flush with both surfaces of the wall. At point contact location between conduit and gypsum board, a min 1/2 in. bead of fill material shall be applied at the conduit/gypsum board interface on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS -ONE Sealant +Bearing the UL Listing Mark •Bearing the UL Classification Mark -1JOL HFF® j�•SSIF,� Lr o Reproduced by HILTI, Inc. Courtesy of � MIS Under Januaryo24, 2011ers s, Inc. C uL us System No. W -L-1085 F Rating - 1 and 2 Hr (5ee Item 15) T Rating - m Hr L Rating At Ambient - Less Than 1 CFM/5q Ft L Rating At 400 F - 4 CFM/5q Ft 1. Wall Asaembly The i or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 Tn. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. C-swouin Board• 5/8 in. thick„ 4 ft wide with square or tapered edges. The gypsum wallboard type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wail and Partition Design. Max diameter of opening is 13-1/4 in. Diameter of circular opening cut through gypsum wallboard on each side of wall assembly to be min 1/4 in. to max 1/2 in. larger than outside diameter of through penetrant (Item 2). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2- Through penentrants one metallic pipe, conduit, or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit, or tubing to be rigidly supported on both sides of wall assembly. The annular space between the through -penetrant and the perlphery of the opening shall be minimum 0" to maximum 1/4 inches. The following types and sizes of metallic pipes, conduits, or tubing may be used: A. Steel pipe, nominal 12" diameter (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron pipe, nominal 12" diameter (or smaller) cast or ductile iron pipe. C. Conduit nominal 6" diameter (or smallr) Steel electrical metallic tubing or steel conduit. D. Copper tubing nominal 6" diameter (or smaller) Style L (or heavier) copper tubing. E. Copper pipe nominal 6" diameter (or smaller) Regular (or heavier) copper pipe. 3. Fill, Vold, or Cavity Material• -- Sealant Fill material to be forced into the annulus to maximum extent possible. Additional fill material to be installed such that a minimum 1/2" crown is formed around the penetrating item and lappin 1/4 inch beyond the periphery of the opening. HILTI CONSTRUCTION CHEMICALS, D"rV OF NILTI INC. -- FS -One Sealant • Bearing the UL Classification Marking. SIFj�o L;:qr]0EHF0® Reproduced by HILTI, Inc. Courtesy of YL Underwriters Laboratories, Inc. C r i IC November 24, 1999 UJ 103.1 MAWMG AND IDENTIFICATION. FIRE wAL0, FIRE BARRIERS, FIRE PARTITIONS, SMOKE "MOM AND SMOM PARTITIONS OR ANY OTHER WALL REMIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL 15E EFFECTIVELY AND FEIRMANENTLY IDENTFIED WITH SIGNS OR STENCILING. SUCH IDENTFICATTON SHALL= L BE LOCATED IN ACCESSIBLE C04CEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES 2. BE LOCATED WITHIN 15 FEET (4512 MM) OF T14E END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION AND 3. INCLUDE LETTERING NOT LESS THAN 3 IN01 ES (16 MM) M 14EW WITH A MINM PJM 3/8 INCH (95 MM) STROKE M A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. 'FIRE AND/OR SMOM BARRIER -PROTECT ALL OPENINGS" OR OT1 ER w01 DWS. STRUCTURE @ +/- 14'-0" yINSTALL TOP RUNNER FOR METAL STUD 10 PARTITION TO UNDERSIDE OF METAL DECK = U TIGHTLY PACK ALL VOIDS UT14 NON-COMDUSTIBLE FIRE-RESISTANT BATTING O AND SEAL ALL EDGE VOIDS WITH NILTI 1`6601 1 HOUR FIRE RATED SEALANT MATERIAL.. (NOTE GYPSUM ULALLBOARD WILL HAVE TO BE FITTED AROUND ALL BAR JOISTS THAT INTERSECT THE PLAN OF INTERIOR PARTITIONS. NOTE = NO a INTERIOR PARTITIONS ARE WAR NG N THIS SET OF PLANS-) Qpm a Q 5/8" TYPE X GYPSUM WALL BOARD OVER 1 It= LAYER 5/8" WETROM ON MINIMUM 4-0" 22 Q GA. METAL STUDS AT 16" CENTERS MAXIMUM SPACING. q INTERIOR PARTITIONS MUST RESIST A MIN. OF 5 PSF PER FBC 0 � o .0148 POURER ACTUATED FASTENERS, . 24" CENTERS 0 /111� BASE AS PER SC.NEDULE NON-BEARING, ONE HOUR FIRE -RATED PRESCRIPTIVES FOR UL DESIGN NO. U465 I. FLOOR AND CEILING RUNNERS -- CHANNEL SHAPED, FABRICATED FROM MINIMUM 22 MSG CORROSION -PROTECTED STEEL, MINIMUM DEPTH TO ACCOMMODATE STUD SIZE, WITH MINIMUM 1-1/4 INCH LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 INCH ON CENTER MAXIMUM. 2. STEEL STUDS -- CHANNEL SHAPED, FABRICATED FROM MINIMUM 22 MSG CORROSION -PROTECTED STEEL, SPACED A MAXIMUM OF 16 INCHES ON CENTER STUDS TO BE CUT 3/8 TO 3/4 INCH LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS, -- (OPTIONAL) -- MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. 4. WALL BOARD• -- I LAYER QUIETROCK WALLBOARD UNDER - 5/8" TYPE -X WITH BEVELED, SQUARE TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS M ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MINIMUM OF 12 INCHES. 5. FASTENERS -- TYPE S OR 5-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS OR FURRING CHANNELS. SINGLE LAYER SYSTEMS: 1 INCH LONG FOR 1/2 AND 5/8 INCH THICK PANELS OR 1-1/4 INCHES LONG FOR 3/4 INCH THICK PANELS, SPACED 8 INCHES ON CENTER WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 INCHES ON CENTER ALONG VERTICAL AND BOTTOM EDGES AND 12 INCHES ON CENTER IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- I INCH LONG FOR 1/2 AND 5/8 INCH THICK PANELS OR 1-1/4 INCH LONG FOR 3/4 INCH THICK PANELS, SPACED 16 INCHES ON CENTER SECOND LAYER- 1-5/8 INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS OR 2-1/4 INCH LONG FOR 3/4 INCH THICK PANELS, SPACED I6 INCHES ON CENTER WITH SCREWS OFFSET 8 INCHES FROM FIRST LAYER THREE -LAYER SYSTEMS: FIRST LAYER- 1 INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHES ON CENTER SECOND LAYER- 1-5/8 INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHES ON CENTER THIRD LAYER- 2-1/4 INCHES LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS OR 2-5/8 INCHES LONG FOR 5/8 INCH THICK PANELS, SPACED 12 INCHES ON CENTER SCREWS OFFSET MINIMUM 6 INCHES FROM LAYER BELOW. FOUR -LAYER SYSTEMS: FIRST LAYER- 1 INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHES ON CENTER SECOND LAYER- 1-5/8 INCH LONG FOR IR INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHES ON CENTER THIRD LAYER- 2-1/4 INCHES LONG FOR 1/2 INCH THICK PANELS OR 2-5/8 INCHES LONG FOR 5/8 INCH. THICK PANELS, SPACED 24 INCHES ON CENTER FOURTH LAYER- 2-5/8 INCHES LONG FOR 1/2 INCH THICK PANELS OR 3 INC4ES LONG FOR 5/8 INCH THICK PANELS, SPACED 12 INCHES ON CENTER SCREWS OFFSET MINIMUM 6 INCHES FROM LAYER BELOW. 6. F RRIW_ r"-1-ANNELS -- (OPTIONAL FOR SINGLE OR DOUBLE LAYER SYSTEMS) -- RESILIENT FURRING C4ANNELS FABRICATED FROM MINIMUM 25 MSG CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAXIMUM OF 24 INCHES ON CENTER FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 INCH LONG TYPE 5-12 STEEL SCREWS. 1. JOINT TAPE AND COMPOUND -- VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOMINAL 2 INCHES WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY 5E OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WiTH A SQUARE EDGE. S. SIDING. BRICK OR STUCCO -- (OPTIONAL) -- ALUMINUM, VINYL OR STEEL SIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS WITH CORRUGATED METAL WALL TiES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK. S. CAULKING AND SEALANTS* -- (OPTIONAL) -- A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL. *BEARING THE UL CLASSIFICATION MARK COPYRIGHT 1 2010 UNDERWRITERS LABORATORIES INC.7 4t AM o 04 W(h N i-- C !- ch o v=i o CO O O Z - T = O � 04 W J J � UJ oW w m LL. Z F 0 U 0o w CD . J¢ WU') J � H O ZVk O Q Q T W O� rn m 6 O u_ o O co 1 �Z V !� O N Nm o c0 Q ri o QO U) LL ZUJI ao _ U)0 QW u" 0 Z 0 p 0 ;z W>_VL� MH W > W V � O= 00U.>- Z aZWQ W W Z J LU Q Z Q J LU JIOler M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A8.04 Of X/X Sheets EXISTING CMU WAL GROUT 16" CMU SC EXISTING CMU WAL WALL OPENING EXISTING TIE BEAM DOWEL #5 TO TIE BEAM ABOVE NEW STEEL PLATE: 1/ (2) 3/4" 0 EXP. ANC. @ EA. END 5" EMBED (1) # 5 VERT. TIED TO # DOWEL @ FTG AND CC BEAM 7" EMBED. DRILL EPDXY W/ 30" LAP SPLI FILL CELL WITH 3000 p: PEAROCK CONCRETE EXISTING FOOTING OPENING SECTION GENERAL STRUCTURAL NOTES NEW STEEL PLATE: 1/2" X 10" 3/4" 0 EXP. ANC. @ 12" O.C. STAGGERED W/ 5" EMBED. NOTE: INSTALL NEW FILLED CELL PRIOR TO REMOVAL OF CM NEW OPENING 1. GOVERNING CODE: FLORIDA BUILDING CODE, 2017 EDITION; ASCE 7-10 FOR WIND LOADS 2. IN THE EVENT OF DISCREPANCIES BETWEEN PLANS, STANDARDS AND CODES, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PRECEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER AND ARCHITECT OF ANY DISCREPANCIES AFTER VERIFICATION OF EXISTING CONDITIONS. 4. IN THE EVENT OMISSIONS AND CONFLICTS EXIST BETWEEN THE PLANS AND SITE CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY AT THE SITE, AND FOR STABILITY OF PARTIALLY COMPLETED STRUCTURES DURING CONSTRUCTION. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS IMPARTED DURING CONSTRUCTION EXISTING INTERIOR MASONRY OPENING MODIFICATION NT STEEL PLATE WALL FOR GROUT 16" CMU SOLID 3/4" 0 EXP. ANC. @ 12" O.C. STAGGERED W/ 5" EMBED. END OF WALL - EXISTING PROJECT DESIGN CRITERIA WIND LOADS: BASIC WIND SPEED (3 -SECOND GUST) V = 170 MPH BUILDING RISK CATEGORY II NOTE: COORDINATE UNIT LOCATIONS SITE WIND EXPOSURE = C BUILDING CLASSIFICATION ENCLOSED EXISTING JOISTS MEAN BUILDING HEIGHT h = 21'-0" WIND DESIGN PRESSURE AT ROOF qh = 74.0 PSF INTERNAL PRESSURE COEFFICIENT GCp; = ±0.18 GENERAL STRUCTURAL NOTES 1. GOVERNING CODE: FLORIDA BUILDING CODE, 2017 EDITION; ASCE 7-10 FOR WIND LOADS 2. IN THE EVENT OF DISCREPANCIES BETWEEN PLANS, STANDARDS AND CODES, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PRECEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER AND ARCHITECT OF ANY DISCREPANCIES AFTER VERIFICATION OF EXISTING CONDITIONS. 4. IN THE EVENT OMISSIONS AND CONFLICTS EXIST BETWEEN THE PLANS AND SITE CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY AT THE SITE, AND FOR STABILITY OF PARTIALLY COMPLETED STRUCTURES DURING CONSTRUCTION. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS IMPARTED DURING CONSTRUCTION 8" CONC. BEAM W/ (1) #5 CONT. GROUTED CELL. EXTEND MIN. 8" PAST OPENING EA. SIDE NEW DOOR OPENING IN EXIST'G MASONRY EXTERIOR N (1) # 5 VERT. TIED TO #5 DOWEL @ FTG AND CONC. BEAM 7" EMBED. DRILL AND EPDXY W/ 30" LAP SPLICE FILL CELL WITH 3000 psi PEAROCK CONCRETE EXISTING FOOTING L4x4x1/4 U NOTE: COORDINATE UNIT LOCATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J W Q 2 Q EXISTING JOISTS PROVIDE 2 x 2 x 1/ F - U 6 Typ, - - - - REINFO ING MEMBER HERE - - - - - - - - - - - - - - - - - - - - - a LOAD CCURS BETWEE OIST o O Q - Q PA L POINTS I W u COORD. W/ MFR I C0 O 9�: U W o N� o \��Yp. Q � EXIST. STEEL 0 0 JOIST JOIST REINFORCING DTL 4 I I NTS 57'i 7"ST• THIS DETAIL REPRESENTS A WIND RESISTANT FASTENING INTENDED FOR 170 MPH WINDLOADS. THIS DETAIL DOES NOT IMPLY OR WARRANT STRUCTURAL INTEGRITY OF THE UNIT AND DOES NOT WARRANT A WIND PROOF SECURING OF ROOF STRUCTURE 17U CURS. ATTACH TO ANGLE FRAME AND BEAM OR JOIST WITH 3X UX13 O 2'-W O.C. MA)OMUM ALL SIDES OF CURB —1YP. — REMOVE POMM OP EDW MEAL DECK AS NECBSMW FOR CURB MISTALLATION DOS" METAL DECK TO REMAMI RTU CURB MOUNTING & ANCHORING DTL 1 a* COrn N U NOTE: COORDINATE UNIT LOCATIONS OL N = J W/ MECHANICAL DRAWINGS J W Q 2 Q EXISTING JOISTS 9/t6 F - U 6 Typ, - - - - Z - - - - - - - - - - - - - - - - - - - - - a W J M - - - - o O Q - Q V-� I W u COORD. W/ MFR I C0 O 9�: U W o N� o cr) Q � LM 0 0 U) LL I I 0 Z aLLI I I aWLL � v Z Q LL 0 M W V 0 m I aZ Z W I E-W`W Z J UJ Q � J zui J M REVISIONS I I OPEN Contract Permit 0 Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A8.05 Of X/X Sheets � I I O O I I v I I I I I I I I I SUPPORTFRAME CUT TOP FLANGE OF ANGLE AS REQ. FOR NEAT FIT TO EXISTING JOIST, TYP. PLAN @ A1C CURB 6 NTS a* COrn N U Q C? O OL N = J W J W Q 2 Q W Q O W W W m Z F - U W Z a W J M o p F- o o O Q - Q V-� W u -v_ 6 O I� O ?LL C0 O 9�: U W o N� o cr) Q 0 LM 0 0 U) LL 0 Z aLLI aWLL � v Z Q Z 0 M W V 0 m 0 LL aZ Z W E-W`W Z J UJ Q � J zui J M REVISIONS DATE Contract Permit Bid Date 9/7/18 Scale AS NOTED Drawn HT Job 2018-29 Sheet A8.05 Of X/X Sheets 0 0 N 'c z t rn GC a Q c c .c m m c c W J a co �n 0 N CM 0 r- 0 N N 0 v W 0 Ci 0 rn c 3 C L U Q 1- -a c co U) LZ c a� U rn c 'c m a� J 0 00 s 0 00 0 M 0 00 0 N -37 i RECEPTACLES TO BE TAMPER PROOF AS PER NEC 406.12(c) i0 ELECTRICAL LEGEND " N 1x4 FLUORESCENT LIGHT 1x4 FLUORESCENT LIGHT W/ EMERGENCY BALLAST (600 LUMENS MIN.) 2x2 FLUORESCENT LIGHT w 2x2 FLUORESCENT LIGHT W/ EMERGENCY BALLAST (600 LUMMENS MIN.) W O 2x4 FLUORESCENT LIGHT 2x4 FLUORESCENT LIGHT W/ EMERGENCY LU m BALLAST (600 LUMMENS MIN.) O RECESSED LIGHT I -Q- SURFACE MOUNTED LIGHT i Q EXTERIOR WALL LIGHT Q T� INTERIOR WALL SCONCE EXIT SIGN ❑ ::1 WITH 90 MIN BATTERY BACK UP EXIT SIGN WITH DIRECTIONAL ARROW f— WITH 90 MIN BATTERY BACK UP WALL MOUNTED EMERGENCY LIGHT � O WITH 90 MIN BATTERY BACK UP o a EXIT SIGN/EMERGENCY LIGHT COMBO a WITH 90 MIN BATTERY BACK UP SWITCH WITH OCCUPANCY SENSOR THAT SHALL TURN LIGHTING OFF WITHIN 30 OC MINUTES OF AN OCCUPANT LEAVING A SPACE 3 WAY SWITCH WITH OCCUPANCY SENSOR %OC THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE DIMMER SWITCH WITH OCCUPANCY SENSOR %OC THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE %R 2 HOUR OVERRIDE SWITCH TO TIME CLOCK MOTION SENSOR THAT SHALL TURN LIGHTING ® OFF WITHIN 30 MINUTES OF AN OCCUPANT LL. LEAVING A SPACE EXHAUST FAN MOTOR 0 EXHAUST FAN ❑i DISCONNECT LJ SIMPLEX RECEPTACLE (5 DUPLEX RECEPTACLE CC) LLI DUPLEX RECEPTACLE CEILING MOUNTED 8 SWITCHED DUPLEX RECEPTACLE 06 QUADRUPLEX RECEPTACLE ® SPECIAL RECEPTACLE JO JUNCTION BOX ® FLOOR DUPLEX RECEPTACLE ® FLOOR QUADRUPLEX RECEPTACLE LLJJ > POWER POLE . TELEPHONE JACK v DATA JACK TELEPHONE/DATA JACK ® FLOOR TELEPHONE/DATA JACK m FLOOR TELEPHONE JACK ® FLOOR DATA JACK ® TV CABLE OUTLET SMOKE MONOXIDE DULELISTED CM SENSOR COMBO O SMOKE DETECTOR MULTI -CANDELA FIRE STROBE O MULTI -CANDELA SPEAKER/STROBE ® PULL STATION 0 ELECTRICAL PANEL GFI GROUND FAULT INTERUPT NL NIGHT LIGHT ON 24/7 N NEW E EXISTING ER EXISTING RELOCATED TC TIME SWITCH CONTROL WP WEATHER PROOF 0M PUSH BUTTON © I BUZZER SOME SYMBOLS MAY NOT BE USED. bucket engineering Inc. cmsuling engMrri E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 321 a MINIM [lal blvd.. Ra dem R 33334 TEL. CSISAD 938 -EM FLA. FEB. *EB- OEC " N U o w x U W O M LU m H U �o„ o w g m x U ❑ ::1 UJ rn J M � O o a a Q L O U) 9 LL. (D Z 0 LJ 0 CC) LLI z 0 o 0 z Lu Q C3 M. W > LLJJ > 0 m 0 ♦v^ v LL. >- z Q CL z Q W z J W Luz M REVISIONS DATE Contract Permit Bid Date 911118 Scale AS NOTED Drawn Job 2018-29 Sheet E1 Of XIX Sheets LEI# 18340 0 0 N ami CD rn tY mc z rn 0! a U c c c c W rn U 0 J 00 a 0 N ri 0 0 N 0) N 0 v N W 0 IT M 0 r i rn c 3 c� L H v 0 c co L r c a� U rn C 'c ca a� J O M 0 'o 0 v 0 0 Cl) 0 00 0 W 17 15 r , � r r , r , r , r , r r ' r ' r ' r ' r I p' POWER DENSITY SPACE TYPE r ' AREA SQ FEET r ' r ' ' ALLOWANCE r ' 4946 r ' 0.87 r r " r ' ' TC r 15 r , � r r , r , r , r , r r ' r ' r ' r ' r I p' POWER DENSITY SPACE TYPE WATTAGE AREA SQ FEET DENSITY ALLOWANCE SCHOOL 4946 5685 0.87 0.87 ELECTRICAL LEGEND N 1x4 FLUORESCENT LIGHT 1x4 FLUORESCENT LIGHT W/ EMERGENCY 51 p p c=nco BALLAST (600 LUMENS MIN.) 2x2 FLUORESCENT LIGHT W 2x2 FLUORESCENT LIGHT W/ EMERGENCY BALLAST (600 LUMMENS MIN.) o� 2x4 ACRYLIC TROFFER - TEXAS FL. 131-A228-SD-MV-LM735 U OR SIMILAR co O MAXIMUM WATTAGE = 63 gm SAME AS ABOVE LIGHT W/ EMERGENCY BALLAST (600 LUMMENS MIN.) O RECESSED LIGHT I -Q- SURFACE MOUNTED LIGHT ❑0 ¢ El 4 EXTERIOR WALL LIGHT Q INTERIOR WALL SCONCE EXIT SIGN =3o I. -R WITH 90 MIN BATTERY BACK UP O EXIT SIGN WITH DIRECTIONAL ARROW f_ WITH 90 MIN BATTERY BACK UP WALL MOUNTED EMERGENCY LIGHT WITH 90 MIN BATTERY BACK UP EXIT SIGN/EMERGENCY LIGHT COMBO WITH 90 MIN BATTERY BACK UP SWITCH WITH OCCUPANCY SENSOR THAT SHALL TURN LIGHTING OFF WITHIN 30 otr MINUTES OF AN OCCUPANT LEAVING A SPACE 3 WAY SWITCH WITH OCCUPANCY SENSOR oc THAT SHALL TURN LIGHTING OFF WITHIN 30 Q MINUTES OF AN OCCUPANT LEAVING A SPACE DIMMER SWITCH WITH OCCUPANCY SENSOR %oc THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE OR 2 HOUR OVERRIDE SWITCH TO TIME CLOCK MOTION SENSOR THAT SHALL TURN LIGHTING ® OFF WITHIN 30 MINUTES OF AN OCCUPANT V W LEAVING A SPACE ff EXHAUST FAN MOTOR 0 EXHAUST FAN ❑i DISCONNECT SIMPLEX RECEPTACLE 6 DUPLEX RECEPTACLE > DUPLEX RECEPTACLE CEILING MOUNTED J o0 SWITCHED DUPLEX RECEPTACLE LL. QUADRUPLEX RECEPTACLE ® SPECIAL RECEPTACLE JO JUNCTION BOX ® FLOOR DUPLEX RECEPTACLE ® FLOOR QUADRUPLEX RECEPTACLE POWER POLE . TELEPHONE JACK v DATA JACK TELEPHONE/DATA JACK ® FLOOR TELEPHONE/DATA JACK FLOOR TELEPHONE JACK ® FLOOR DATA JACK rM TV CABLE OUTLET Opu MONOXIDE SMOKE DLILELISTED SENSOR COMBO O SMOKE DETECTOR REVISIONS MULTI -CANDELA FIRE STROBE �O MULTI -CANDELA SPEAKER/STROBE ® PULL STATION 0 ELECTRICAL PANEL GFI GROUND FAULT INTERUPT NL NIGHT LIGHT ON 24/7 N NEW E EXISTING ER EXISTING RELOCATED TC TIME SWITCH CONTROL WP WEATHER PROOF SOME SYMBOLS MAY NOT BE USED. COrIJLJ11M enUnEffo E. PILHLIJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB L7 G. INOA ALVAREZ P.E. FL REG 74056 a 321 a La i n er[lal blvcL ILWiderdift fl 33334 TEL C95O 938-1881 FLA. FIEG. *EB-MG33M N p p c=nco kv W --i o� uj m j 0 U co O w gm x U ❑0 ¢ El w rn J M =3o I. -R O CCa `~ Q J LLL ?Wa'p�C J 0 V W Z Zp0Lu.. y > — v O J o0 O LL. >- Z ;7. W J W ZLu. r M REVISIONS DATE Contract Permit Bid Date 917118 Scale AS NOTED Drawn Job 2018-29 Sheet E2 Of X1X Sheets LEI# 18340 0 0 N O Z r rn a U c d> c .c a� c c w Y U 7 0 J d rn �n N M 0 0 N W N 0 3 M w O A C 3 M O r a F v 0 c m rn c as U rn c 'c m m J O 00 s 0 00 0 M 0 00 0 X_ L TLET BOX GROUNDING CONDUCTOR (GREEN) TAPPED HOLE IN BOX GROUNDING SCREW- #10 32x3/8" SLOTTED HEXAGON HEAD. WASHER FACE SCREW (TYPICAL) WIRE NUT (TYPICAL) CONDUIT (TYPICAL) NOTE: GROUNDING CONDUCTOR SHALL BE CONTINUOUS SO THAT REMOVAL OF DEVICE WILL NOT INTERFERE WITH CONDUCTOR CONTINUITY. GROUNDING RECEPTACLE DETAIL N.T.S. MINIMUM OF (2) 12 GA. HANGER WIRES TO STRUCTURE ABOVE RE SUSPENDED CEILING LIGHTING SUPPORT DETAILS N.T.S. ELECTRICAL NOTES: 1, ALL WORK TO BE DONE ACCORDING TO 2017 F.B.C., 2013 NEPA-72, 2015 NFPA-101, 2015 NFPA-1, 2014 FFPC AND 2014 N.E.C.. 2. CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF ANY DISCREPANCIES AT ONCE. FAILURE TO DO SO AND CONTRACTOR PROCEEDS AT HIS OWN RISK. 3. MAINTAIN AS-BUILTS ON A DAILY BASIS. SUBMIT 3 COPIES TO ARCHITECT AND OWNER 3 DAYS PRIOR TO ANY REQUIRED INSPECTIONS. 4, ALL CONDUIT TO BE METAL EMT INSIDE AND RIGID ON THE EXTERIOR. P.V.C. WILL BE ACCEPTED PROVIDED THAT THE CORRECT GROUND AS PER N.E.C. TABLE 250-66,122 IS INCLUDED WHEN ALLOWED BY CODE. NO PVC WILL BE ALLOWED IN R.A. PLENUMS OR FIRE RATED ASSEMBLIES. ALL MATERIALS IN R.A. PLENUMS TO BE PLENUM RATED. 5. CONDUCTOR TO BE COPPER THWN OR THHN. MORE THAN THREE CURRENT CARRYING CONDUCTORS IN A CONDUIT TO BE INSTALLED PER NEC 310.15(8)(3)(A) 6. ALL EXTERIOR EQUIPMENT TO NEMA 3R RATED. 7. ALL FUSES TO BE BUSSMAN CURRENT LIMITING AT SERVICE ENTRANCE. ALL OTHERS FUSES ACCORDING TO MANU. SPECIF. 8. PROVIDE 6 SETS OF SHOP DRAWINGS FOR APPROVAL. NO EQUIPMENT TO BE ORDERED BEFORE SHOP DRAWINGS ARE APPROVED. 9. VERIFY ALL NAMEPLATE DATA OF EQUIPMENT FOR PROPER PROTECTION AND LOADS PRIOR TO INSTALL OR WIRING. 10. MAINTAIN A MINIMUM OF 36" IN FRONT OF ALL ELECTRICAL EQUIPMENT. PRIOR TO INSTALLING ANY EQUIPMENT COORDINATE WITH OTHER TRADES TO INSURE THAT CLEARANCES ARE MAINTAINED. 11, CONTRACTOR TO REMOVE ALL TRASH/UNUSED MATERIALS AT THE END OF DAY, 12. ALL CONDUITS, FIXTURES, DEVICES TO HAVE GROUND EXTEND AS PER TABLE 250-122 N.E.C. 13. POWER TO BE ON CONTINUOUSLY 5 WEEK PRIOR TO COMPLETING PROJECT, 14, ALL LOW VOLTAGE CABLING AND SYSTEM ARE THE RESPONSIBILITY OF THE VENDOR THAT IS PROVIDING THE SYSTEM INCLUDING PERMITTING. 15. CONTRACTOR TO LAMP/RELAMP ALL FIXTURES. 16. CONTRACTOR TO VERIFY QUANTITIES OF EXISTING AND NEW DEVICES AND FIXTURES REQUIRED TO COMPLETE PROJECT PRIOR TO SUBMITTING BID. 17. CONTRACTOR TO VERIFY EXISTING CIRCUITS AND MUST PROVIDE NEW PANEL SCHEDULES IDENTIFYING ALL CIRCUITS IN PANEL. 18. NEUTRALS NOT TO BE SHARED. PROVIDE #8 NEUTRAL TO ALL FURNITURE SYSTEMS, IF APPLICABLE. 19. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL EQUIPMENT MENTIONED OR NOT TO POWER, DATA AND VOICE TO ALL EQUIPMENT AND SYSTEMS INSTALLED. 20. ALL DEVICES TO MATCH BUILDING STANDARD OR BE DECORA SERIES. 21. TYPICAL LIGHT SWITCHES TO BE 0 48" A.F.F. ON CENTER. TYPICAL RECEPTACLE TO BE 18" A.F.F. ON CENTER. ALL SWITCHES TO BE GANGED WITH CONTINUOUS FACEPLATES. ALL DEVICES THAT ARE ADJACENT TO BE SPACED 6" ON CENTER. 22.ALL ELECTRICAL ELEMENTS TO BE THOROUGHLY PROTECTED FROM DAMAGE AFTER INSTALLATION AND SHALL HAVE TRIM INSTALLED AFTER ADJOINING FINISH MATERIALS ARE INSTALLED. 23. AT THE COMPLETION OF THE PROJECT ALL EQUIPMENT, DEVICES AND FIXTURES TO BE CLEANED. 24. ALL EMERGENCY AND EXIT LIGHTS ARE TO HAVE A MINIMUM 90 MINUTE BATTERY BACK-UP, 25. CONTRACTOR IS TO PROVIDE STEP DOWN TRANSFORMERS FOR ALL FANS WHEN REQUIRED, 26, NO ALUMINUM CONDUCTOR BUSS WILL BE ALLOWED - ALL MUST BE COPPER. 27. ALL DATA, TEL., TV BOXES TO BE 4x4x2 DOUBLE GANG BOXES. STUB ALL CONDUITS WITH LAY IN CEILINGS TO 6" ABOVE CEILING. ALL CONCEALED OR EXPOSED APPLICATIONS TO BE HOME RUN TO MAIN DISTRIBUTION LOCATION. 28. CONTRACTOR TO PROVIDE TEMPORARY POWER FOR ALL TRADES. 29. NEW ELECTRICAL PANELS TO HAVE BOLT ON BREAKERS. 30. NO ELECTRICAL CIRCUITS OR WIRING FROM ADJACENT SPACES TO BE USED IN THIS PROJECT. 31. ALL INTERIOR LIGHTING TO HAVE SWITCHES WITH OCCUPANCY SENSORS IN THEM CAPABLE OF STAYING ON NO MORE THAN 30 MINUTES. CIRCUITS WHICH HAVE MOTION SENSORS ON THEM MAY USE STANDARD SWITCHES. 32. CONTRACTOR TO REMOVE ALL ABANDONED OR UNUSED WIRING, CONDUIT AND BOXES. 33. PROVIDE 2-2" RIGID CONDUIT FROM BUILDINGS MAIN TELEPHONE ROOM COMMUNICATION CENTER TO SITE DEMARC POINT. COORDINATE CABLE, TV, VOICE AND DATA REQUIREMENTS WITH OWNER TO MEET THEIR REQUIREMENTS. 34. VERIFY EXISTING FIRE ALARM HAS SUFFICIENT ROOM FOR EXPANSION AND EQUIPMENT IS STILL READILY AVAILABLE. CONTRACTOR TO PROVIDE COMPLETE SHOP DWGS INCLUDING RISER, CUT SHEETS, BATTERY CALCULATIONS AND ALL OTHER NECESSARY INFORMATION. 35. LABEL ALL OUTLETS AND JUNCTION BOXES WITH PANEL AND CIRCUIT NUMBER. 36. ANY ELECTRICAL EQUIPMENT POTENTIALLY NEEDING ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED MUST BE PLACARED IN ACCORDANCE WITH N.E.C. 110.16. 37. ALL NIGHT LIGHTS AND EMERGENCY LIGHTS TO BE CONNECTED AHEAD OF ANY CONTROL DEVICE. 38. ALL TRANSFORMERS ARE TO HAVE A MINIMUM K -RATING OF K-13. KVA SIZING OF TRANSFORMER IS SHOWN ON THE ELECTRICAL RISER DRAWING. 39. ALL CIRCUIT BREAKERS SERVING FURNITURE SYSTEMS MUST BE HANDLE TIED AS PER N.E.C. 605.7 40. PROVIDE 90 MIN. BATTERY BACK UP FOR NEW AND EXISTING EMERGENCY/NIGHT LIGHTS PLEASE REFER LEGEND. 41• PROVIDE MEAN OF DISCONNECTION FOR ALL LIGHTING FIXTURES AS PER NEC 410.130(G) TIME CLOCK WITH 2 HR OVERRIDE SWITCH BUILT IN L FROM TIME CLOCK N NEMA 1 ENCLOSURE 8 POLE 20 AMP WITH HINGED COVER - _RECEPTACLE CONTACTOR N CO 't to O W W W I 17 j N QQ Q Q Q Q Q Q (a- 0- C C I I I w W w w a a a a Q a N N N I O U w c I cr a. u -Z v Y U O O w U a of m RECEPTACLE CONTACTOR RC r--------� r - - --I t= p o p CEILING MIN. 6" 1 I 3P I I F--------� J- ! 2OOA - J 1- r----� I r--� 1 200A I �� 120/2 r 1 I 3/4" CONDUIT (TYP.) I I 3P ! I I' I I I I I �� F. -1 i.._. 1� 1 I` I HOUSE O No. Poles WITH PULL STRING % I I .► I I CT 1 400A ._i I CT I / 1 1 I � I I I 400A I I I I - I 3P 1 I I I PANEL 2" CONDUIT WITH 800A J I I I METER r PULL Wire 800A I STRING (PVC 1 I ! I I I `-- - - -' L_ _j I 1 200 20 BELOW GRADE, 1100 1 RIGID METAL L _J I '1 I 360 WHERE EXPOSED 12 _j TO AIR, EMT L , I 20 INSIDE BUILDING). 1500 I I ----------- -------------------L-------------------L-------I r-----� RECEPTION REC 360 I I 2'W x 4'H ITRANSFOMERI 12 TELE BDI MAIN I 05 1 I3PH480VIL--I-----------------------------------------------------J PAINTED BUILDING 4x4 METAL 06 BLACK T.B. ELECTRICAL BOX. GROUND 1 COORDINATE BAR 1 FINAL PLASTER 20 LIGHTS RING AND FACE 08 1 PLATE Q 180 A REQUIREMENTS. 12 B 109 1 20 TERMINATE WITH FLOOR 10 INSULATED BUSHING BATHROOMS 360 B 12 TELEPHONE RISER C N. T. S. 20 ELECTRICAL NOTES: 1, ALL WORK TO BE DONE ACCORDING TO 2017 F.B.C., 2013 NEPA-72, 2015 NFPA-101, 2015 NFPA-1, 2014 FFPC AND 2014 N.E.C.. 2. CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF ANY DISCREPANCIES AT ONCE. FAILURE TO DO SO AND CONTRACTOR PROCEEDS AT HIS OWN RISK. 3. MAINTAIN AS-BUILTS ON A DAILY BASIS. SUBMIT 3 COPIES TO ARCHITECT AND OWNER 3 DAYS PRIOR TO ANY REQUIRED INSPECTIONS. 4, ALL CONDUIT TO BE METAL EMT INSIDE AND RIGID ON THE EXTERIOR. P.V.C. WILL BE ACCEPTED PROVIDED THAT THE CORRECT GROUND AS PER N.E.C. TABLE 250-66,122 IS INCLUDED WHEN ALLOWED BY CODE. NO PVC WILL BE ALLOWED IN R.A. PLENUMS OR FIRE RATED ASSEMBLIES. ALL MATERIALS IN R.A. PLENUMS TO BE PLENUM RATED. 5. CONDUCTOR TO BE COPPER THWN OR THHN. MORE THAN THREE CURRENT CARRYING CONDUCTORS IN A CONDUIT TO BE INSTALLED PER NEC 310.15(8)(3)(A) 6. ALL EXTERIOR EQUIPMENT TO NEMA 3R RATED. 7. ALL FUSES TO BE BUSSMAN CURRENT LIMITING AT SERVICE ENTRANCE. ALL OTHERS FUSES ACCORDING TO MANU. SPECIF. 8. PROVIDE 6 SETS OF SHOP DRAWINGS FOR APPROVAL. NO EQUIPMENT TO BE ORDERED BEFORE SHOP DRAWINGS ARE APPROVED. 9. VERIFY ALL NAMEPLATE DATA OF EQUIPMENT FOR PROPER PROTECTION AND LOADS PRIOR TO INSTALL OR WIRING. 10. MAINTAIN A MINIMUM OF 36" IN FRONT OF ALL ELECTRICAL EQUIPMENT. PRIOR TO INSTALLING ANY EQUIPMENT COORDINATE WITH OTHER TRADES TO INSURE THAT CLEARANCES ARE MAINTAINED. 11, CONTRACTOR TO REMOVE ALL TRASH/UNUSED MATERIALS AT THE END OF DAY, 12. ALL CONDUITS, FIXTURES, DEVICES TO HAVE GROUND EXTEND AS PER TABLE 250-122 N.E.C. 13. POWER TO BE ON CONTINUOUSLY 5 WEEK PRIOR TO COMPLETING PROJECT, 14, ALL LOW VOLTAGE CABLING AND SYSTEM ARE THE RESPONSIBILITY OF THE VENDOR THAT IS PROVIDING THE SYSTEM INCLUDING PERMITTING. 15. CONTRACTOR TO LAMP/RELAMP ALL FIXTURES. 16. CONTRACTOR TO VERIFY QUANTITIES OF EXISTING AND NEW DEVICES AND FIXTURES REQUIRED TO COMPLETE PROJECT PRIOR TO SUBMITTING BID. 17. CONTRACTOR TO VERIFY EXISTING CIRCUITS AND MUST PROVIDE NEW PANEL SCHEDULES IDENTIFYING ALL CIRCUITS IN PANEL. 18. NEUTRALS NOT TO BE SHARED. PROVIDE #8 NEUTRAL TO ALL FURNITURE SYSTEMS, IF APPLICABLE. 19. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL EQUIPMENT MENTIONED OR NOT TO POWER, DATA AND VOICE TO ALL EQUIPMENT AND SYSTEMS INSTALLED. 20. ALL DEVICES TO MATCH BUILDING STANDARD OR BE DECORA SERIES. 21. TYPICAL LIGHT SWITCHES TO BE 0 48" A.F.F. ON CENTER. TYPICAL RECEPTACLE TO BE 18" A.F.F. ON CENTER. ALL SWITCHES TO BE GANGED WITH CONTINUOUS FACEPLATES. ALL DEVICES THAT ARE ADJACENT TO BE SPACED 6" ON CENTER. 22.ALL ELECTRICAL ELEMENTS TO BE THOROUGHLY PROTECTED FROM DAMAGE AFTER INSTALLATION AND SHALL HAVE TRIM INSTALLED AFTER ADJOINING FINISH MATERIALS ARE INSTALLED. 23. AT THE COMPLETION OF THE PROJECT ALL EQUIPMENT, DEVICES AND FIXTURES TO BE CLEANED. 24. ALL EMERGENCY AND EXIT LIGHTS ARE TO HAVE A MINIMUM 90 MINUTE BATTERY BACK-UP, 25. CONTRACTOR IS TO PROVIDE STEP DOWN TRANSFORMERS FOR ALL FANS WHEN REQUIRED, 26, NO ALUMINUM CONDUCTOR BUSS WILL BE ALLOWED - ALL MUST BE COPPER. 27. ALL DATA, TEL., TV BOXES TO BE 4x4x2 DOUBLE GANG BOXES. STUB ALL CONDUITS WITH LAY IN CEILINGS TO 6" ABOVE CEILING. ALL CONCEALED OR EXPOSED APPLICATIONS TO BE HOME RUN TO MAIN DISTRIBUTION LOCATION. 28. CONTRACTOR TO PROVIDE TEMPORARY POWER FOR ALL TRADES. 29. NEW ELECTRICAL PANELS TO HAVE BOLT ON BREAKERS. 30. NO ELECTRICAL CIRCUITS OR WIRING FROM ADJACENT SPACES TO BE USED IN THIS PROJECT. 31. ALL INTERIOR LIGHTING TO HAVE SWITCHES WITH OCCUPANCY SENSORS IN THEM CAPABLE OF STAYING ON NO MORE THAN 30 MINUTES. CIRCUITS WHICH HAVE MOTION SENSORS ON THEM MAY USE STANDARD SWITCHES. 32. CONTRACTOR TO REMOVE ALL ABANDONED OR UNUSED WIRING, CONDUIT AND BOXES. 33. PROVIDE 2-2" RIGID CONDUIT FROM BUILDINGS MAIN TELEPHONE ROOM COMMUNICATION CENTER TO SITE DEMARC POINT. COORDINATE CABLE, TV, VOICE AND DATA REQUIREMENTS WITH OWNER TO MEET THEIR REQUIREMENTS. 34. VERIFY EXISTING FIRE ALARM HAS SUFFICIENT ROOM FOR EXPANSION AND EQUIPMENT IS STILL READILY AVAILABLE. CONTRACTOR TO PROVIDE COMPLETE SHOP DWGS INCLUDING RISER, CUT SHEETS, BATTERY CALCULATIONS AND ALL OTHER NECESSARY INFORMATION. 35. LABEL ALL OUTLETS AND JUNCTION BOXES WITH PANEL AND CIRCUIT NUMBER. 36. ANY ELECTRICAL EQUIPMENT POTENTIALLY NEEDING ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED MUST BE PLACARED IN ACCORDANCE WITH N.E.C. 110.16. 37. ALL NIGHT LIGHTS AND EMERGENCY LIGHTS TO BE CONNECTED AHEAD OF ANY CONTROL DEVICE. 38. ALL TRANSFORMERS ARE TO HAVE A MINIMUM K -RATING OF K-13. KVA SIZING OF TRANSFORMER IS SHOWN ON THE ELECTRICAL RISER DRAWING. 39. ALL CIRCUIT BREAKERS SERVING FURNITURE SYSTEMS MUST BE HANDLE TIED AS PER N.E.C. 605.7 40. PROVIDE 90 MIN. BATTERY BACK UP FOR NEW AND EXISTING EMERGENCY/NIGHT LIGHTS PLEASE REFER LEGEND. 41• PROVIDE MEAN OF DISCONNECTION FOR ALL LIGHTING FIXTURES AS PER NEC 410.130(G) TIME CLOCK WITH 2 HR OVERRIDE SWITCH BUILT IN L FROM TIME CLOCK N NEMA 1 ENCLOSURE 8 POLE 20 AMP WITH HINGED COVER - _RECEPTACLE CONTACTOR N CO 't to O W W W I 17 j N QQ Q Q Q Q Q Q (a- 0- C C I I I w W w w a a a a Q a N N N I O U w c I cr a. u -Z v Y U O O w U a of m RECEPTACLE CONTACTOR RC I I I I I 1 I I I -------i L--------------------------1 PANEL B r--------� r - - --I t= p o p 225A MLO 1 I 3P I I F--------� J- ! 2OOA - J 1- r----� I r--� 1 200A I �� 120/2 r 1 I I I I I 3P ! I I' I I I I I �� F. -1 i.._. 1� 1 I` I HOUSE O No. Poles 3P I % I I .► I I CT 1 400A ._i I CT I / 1 1 I � I I I 400A I I I I - I 3P 1 I I I PANEL lNo. Poles TripDescription 800A J I I I METER r 1 I METER r_ _I_ I -4 METER. I I 1600A L -I I METER I 1600A I ® Wire 800A I L_ - - -J 1 I ! I I I `-- - - -' L_ _j I 1 200 20 LIGHTS 1100 1 1 20 L _J I '1 I 360 L__J _ L_ -_J ! METER I L _ __J 1 7 12 _j B L , I 20 LIGHTS 1500 I I ----------- -------------------L-------------------L-------I 1 20 RECEPTION REC 360 B ITRANSFOMERI 12 C 05 1 I3PH480VIL--I-----------------------------------------------------J LIGHTS 1600 06 120/208V I OFFICE REC TC 360 1 r1 J- 12 A I I I I I I 1 I I I -------i L--------------------------1 PANEL B A t= p o p 225A MLO 304W 120/2 8V Wire 0 No. Poles Trip Description Load lNo. Poles TripDescription Lood 0 Wire 12 A 01 1 20 LIGHTS 1100 02 1 20 RECEPTION REC TC 360 A 12 12 B 03 1 20 LIGHTS 1500 04 1 20 RECEPTION REC 360 B 12 12 C 05 1 20 LIGHTS 1600 06 1 20 OFFICE REC TC 360 C 12 12 A 07 1 20 LIGHTS 900 08 1 20 OFFICE REC 180 A 12 12 B 109 1 20 LIGHTS 1000 10 1 20 BATHROOMS 360 B 12 12 C 11 1 20 LIGHTS 900 12 1 20 FOOD WARMER 1200 C 12 12 A 13 1 20 LIGHTS 900 14 1 20 COUNTER REC TC 1200 A 12 12 B 15 1 20 SIGN 1200 16 1 20 MICROWAVE TC 1200 B 12 12 C 17 1 20 HALL REC 540 18 1 20 REFRIGE 900 C 12 12 A 119 1 20 SINGLE WATER COOLER 300 .201 1 20 BREAK RM REC TC 180 A 12 12 B 21 1 20 DOBLE WATER COOLER 600 22 1 20 REC 360 B 12 12 C 23 1 20 CLASSROOM 900 24 1 20 HALL REC 540 C 12 12 A 25 1 20 CLASSROOM 720 26 1 20 CLASSROOM 720 A 12 12 B 27 1 20 1 CLASSROOM 720 28 1 20 CLASSROOM 720 B 12 12 C 29 1 20 CLASSROOM 540 30 1 20 CLASSROOM 720 C 12 12 A 31 1 20 SINGLE WATER COOLER 300 32 1 20 CLASSROOM 720 A 12 12 B 33 1 20 DOBLE WATER COOLER 600 34 B 12 C 35 1 20 EXTERIOR REC 360 36 C 12 A 37 1 20 FRONT DOOR BUZZER 200 38 A 12 1 B 391 1 20 PHONE BOARD 200 40 B 10 1 C 1411 1 20 ROOF REC 720 11421 1 1 C rfilVtL LUAU cz)00uvv 72A PANEL A t= p o p 400A MLO 304W 120Z208V LU m F- U cc„ W 1111=11111MMM Description U ❑0 � 10�m©m Lu rn 0 mImmm �0 a 'ODm00 0 0 0 O1m00 co LL. 0�0 Z 'ODm00 V W Z O1m00 Cl) 000 ODm©m - LLJ > 0 J m • ImDm CL z Q : DO W on J • as W elmae eoo REVISIONS DATE oom©m =• Imaa a©v 00®00 Contract Olm©m Bid Date 917118 : DO Drawn 00®00 Job 2018-29 Sheet E3 O1m00 Of X/X Sheets LEI# 18340 000 O�mDm : Im00 000 ODm00 Olm©m : DO O�®00 01®00 0�0 -Om�� -Im00 00© 4#600MCM-1#3 GND-4" NEW ELECTRICAL RISER DIAGRAM -------- EXISTING N. T. S. -------- FUTURE ELECTRICAL DETAILS, NOTES & RISER DIAGRAMS SCALE: NTS rANLL LUAU 1UUZZUw 278A SIGN PANEL( (PANEL IRECEPTACLE A g TC 4#3-1#8 GND-1 1/4" MUC K5 EnClInEErInQ InC. consulting engineers E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 54 DC 57 99 75 OB G. INOA ALVAREZ P.E. FL REG 74056 L&_=TEL.321 a l u, i, erclal blvd,fLl� r�rM fl 33334 C95O 939-1981 FLA. FEB. #EB -0003306 W `r2"'N w r-. U Z t= p o p G� W LU m F- U cc„ W gM 2 U ❑0 � Lu rn 0 x a 0 0 0 co LL. Z W V W Z Cl) - LLJ > 0 J m W Z >. W CL z Q W Z J W Y J Z W r M REVISIONS DATE Contract Permit Bid Date 917118 Scale AS NOTED Drawn Job 2018-29 Sheet E3 Of X/X Sheets LEI# 18340 0 0 N d t rn a c m C .c W a) C c Lu V) U O J a 0 N M 0 0 N rn N O d> 3 v 0 0 N O C 3 m 0 t U a H v .02C Cu G7 CD Y c U rn c c L_ cc O J O 00 'o 0 M 0 00 0 1 1 , I , 1 , 1 , 1 , 1 i 1 , 1 la H.U.C. LEGEND -- EXISTING (RIGID DUCT) EXISTING (RIGID DUCT REMOVED) — — — NEW (RIGID DUCT) EXISTING FLEX EXISTING FLEX TO BE REMOVED ' 9� um NEW FLEX TO MATCH EXISTING WITH SPIN IN COLLARS/M.V.D. NEW OR RELOCATED DIFFUSER EXISTING DIFFUSER NEW OR RELOCATED RETURN AIR GRILLE KEYED NOTES O1 MAINTAIN 1OFT CLEARANCE BETWEEN EXHAUST RETURN AIR GRILLE OUTLETS AND OUTDOOR AIR INTAKES. O2 PROVIDE CO2 SENSOR IN RETURN DUCT DOWN STREAM LJ OF ALL RRETURN DUCT CONNECTIONS. SET BASE ujm Z � FRESH AIR CFM TO 25% OF SUPPLY CFM. WHEN CO2 DIFFUSER TO BE RELOCATED/REMOVED LEVELS REACH 800 P.P.M., FRESH AIR DAMPER TO gm OPEN TO CFM AS CALCULATED IN VENTILATION TABLE II ON M2. WHEN CO2 LEVELS DROP BELOW 500 P.P.M., TO BE REMOVED/RELOCATED FRESH AIR DAMPER TO RESET TO BASE CFM. SEE NEW OR MECHANICAL GENERAL NOTES #12 FOR FURTHER 0 DETAILS REGARDING CO2 SENSOR. la H.U.C. LEGEND -- EXISTING (RIGID DUCT) EXISTING (RIGID DUCT REMOVED) — — — NEW (RIGID DUCT) EXISTING FLEX EXISTING FLEX TO BE REMOVED ' 9� um NEW FLEX TO MATCH EXISTING WITH SPIN IN COLLARS/M.V.D. NEW OR RELOCATED DIFFUSER EXISTING DIFFUSER NEW OR RELOCATED RETURN AIR GRILLE LINEAR GRILLE (EXISTING) E= Ee_ LINEAR GRILLE (NEW) SPIN IN COLLAR W/M.V.D. + F"I EXISTING RETURN AIR GRILLE � TEST SWITCH TS LJ 0 ujm Z � �I DIFFUSER TO BE RELOCATED/REMOVED f i N gm � II RETURN TO BE REMOVED/RELOCATED II NEW OR RELOCATED EXHAUST FAN 0 NEW OR RELOCATED EXHAUST GRILLE M LINEAR GRILLE (EXISTING) E= Ee_ LINEAR GRILLE (NEW) SPIN IN COLLAR W/M.V.D. + SMOKE DETECTOR SD THERMOSTAT - MASTER O TEST SWITCH TS TEMPERATURE SENSOR TO MASTER 0 TRANSFER GRILLE B SIDE WALL DIFFUSER RETURN AIR FIRE DAMPER (EXIST.) F - RETURN AIR FIRE DAMPER (NEW) FIRE DAMPER (NEW) A FIRE DAMPER (EXIST) COLD WATER RETURN —ca—cot—cwt-1 COLD WATER SUPPLY —Ctrs—co—cm— 0O2 SENSOR -SUBMIT SHOP DWGS PROVIDE SENSOR & CONTROLLER MOTORIZED DAMPER MOD EXISTING TO REMAIN THE SAME ERS RETURN AIR GRILLE R.A.G. FIRE DAMPER FD RETURN AIR FIRE DAMPER RAFD RETURN AIR OPENING RAO EXHAUST FAN EF LINEAR DIFFUSER LD LINEAR RETURN LR REMOVE REM RELOCATE REL EXISTING (E) NEW (N) NOTE: SOME ITEMS MAY NOT BE USED IN THE DRAWING IDUCk J l!U Q1 UEE 1U 119 111C. co nidi IQ engineero E. PILHLIJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 321 e. ax, i, orctal bIvcL fLMLKk Dale. R 33334 TEL CSS O 936-1681 FLA. REG. +EB -0003305 v Ag UnCj Lu A r"i-- z co = O 5ii S2 w Lu � ujm Z � U N o w gm � x U ❑� Q Lu rn M O H O Q Q s Q L 0 O LL Z LLI V W Z �aCecf) Lu > V 0 J m V- >. Z Q CL z W Q � JM Wuj Y J Z r M REVISIONS DATE Contract Permit Bid Date 911118 Scale AS NOTED Drawn Job 2018-29 Sheet M1 Of XIX Sheets LEI# 18340 GENERAL MECHANICAL NOTES 1- ALL WORK EXECUTED UNDER THESE OFFICIAL DOCUMENTS SHOULD BE PERFORMED BY A LICENSED AND INSURED MECHANICAL CONTRACTOR AND BE IN COMPLIANCE WITH THE LATEST FLORIDA BUILDING CODE (FBC), SHEET METAL & AIR CONDITIONING CONTRACTOR'S ASSOCIATION (SMACNA) STANDARDS, AND ALL OTHER APPLICABLE STATE AND LOCAL CODE. 2- ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANSHIP MANNER TO PRODUCE A COMPLETE SYSTEM THAT IS FULLY BALANCED, AND ADHERES TO ALL APPLICABLE CODES AND REGULATIONS. 3- MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE THAT THE COMPLETE SYSTEM INSTALLED IS FREE OF DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF A YEAR AFTER THE WORK IS COMPLETE AND TURNED OVER TO THE OWNER. 4- THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO OBTAIN HIS OWN PERMIT AND PAY ALL PERMIT AND INSPECTION FEES. 5- AT THE COMPLETION OF THE PROJECT THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SET OF PRINTS CLEARLY MARKED, DEPICTING ALL AS -BUILT CONDITIONS TO THE ENGINEER FOR RECORD. 6- CONTRACTOR SHALL PAY SPECIAL ATTENTION TO OWNER EQUIPMENT, FURNITURE, AND CARPETING TO PREVENT CONTAMINATION BY COVERING AND WRAPPING FURNITURE AND EQUIPMENT. ALL WASTE AND DEBRIS SHALL BE REMOVED AT THE END OF EACH DAY TO MAINTAIN ACCEPTABLE INDOOR AIR QUALITY LEVEL DURING THE CONSTRUCTION. 7- ANY PORTION OF EXISTING BUILDING (FLOOR, WALL, CEILING, OR ROOF) THAT IS AFFECTED BY EITHER REMOVAL, RELOCATION OR INSTALLATION OF A NEW EQUIPMENT SHALL BE REPAIRED AND MATCHED FINISHED EXISTING CONDITIONS ACCORDING TO ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. 8- WHEREVER DUCT RUNS THROUGH STRUCTURAL ELEMENT SUCH AS BEAM PRECAUTION SHALL BE TAKEN TO COORDINATE WITH OTHER TRADES TO RELOCATE OR TO PROVIDE NECESSARY SLEEVE BEFORE CONCRETE IS BEING POURED. 9- SUPPLY 6 COPIES OF SHOP DRAWINGS FOR REVIEW TO ARCHITECT. NO EQUIPMENT IS TO BE ORDERED PRIOR TO THEIR APPROVAL. 10- MECHANICAL CONTRACTOR TO PROVIDE TWO (2) COMFORT BALANCE VISITS TO SUIT THE NEEDS OF THE CLIENTS. 11- OPENINGS AND DUCT TRAVELING THROUGH FIRE RATED WALL, TENANT DEMISING WALL, MECHANICAL AND ELECTRICAL ROOM, WALL AND FLOOR PARTITION, FLOOR AND ROOF SLAB SHALL BE INSTALLED WITH "B" -FIRE DAMPER. 12 -COMMERCIAL - CONTRACTOR TO PROVIDE CARBON DIOXIDE "CO2" SENSOR TO MONITOR OCCUPIED SPACE AIR QUALITY OF ROOM AIR. THE CONTROL SEQUENCE IS AS FOLLOWS: A.) AIR CONDITIONING UNIT EVAPORATOR FAN TO RUN CONTINUOUSLY WITH CO2 SENSOR INTERCONNECT TO A/C UNITS OUTSIDE AIR DAMPER, EXHAUST DAMPER AND A/C UNIT COMPRESSOR. A/C UNIT EVAPORATOR INDOOR FAN TO RUN CONTINUOUSLY. B.) PROVIDE HARD WIRE INTERFACE TO INTERLOCK MOTORIZED OUTSIDE AIR AND EXHAUST DAMPERS TO OPEN, AND ENERGIZE A.C. UNITS COMPRESSOR TO RUN UPON SIGNAL FROM CO2 SPACE SENSOR WHEN SPACE CONDITION AT OR ABOVE 800 P.P.M. C.) MOTORIZED OUTDOOR DAMPERS SHALL CLOSE DOWN TO SPECIFIED CFM UPON LEVELS BELOW 500 P.P.M. AND CLOSE ON SHUTDOWN OF SPACE AIR CONDITIONING UNITS. FOR MULTIPLE SPACE UNITS MOTORIZED DAMPER FRESH AIR SHALL BE LOCATED AT UNITS RETURN AIR PLENUM. INTAKE. CONTRACTOR TO PROVIDE CO2 SENSOR SHOP DRAWING AND CONTROLLER. 13 -MOTORIZED DAMPERS REQUIRED ON EXHAUST AND OUTDOOR SUPPLY DUCTS THAT WILL AUTOMATICALLY SHUT OFF WHEN THE SYSTEMS OR SPACES SERVED ARE NOT IN USE. PER FBC 2017 - 403.2.4.3 ENERGY CONSERVATION 14- H.V.A.C. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A FULLY OPERATIONAL AND BALANCED SYSTEM THAT ADHERES TO ALL APPLICABLE CODES AND REGULATIONS. 15 -CONTRACTOR TO PROVIDE CERTIFIED TEST AND BALANCE FOR ALL SYSTEMS 16 -IN CEILINGS BEING USED AS A PLENUM, COMBUSTIBLES OR COMBUSTIBLE CONTRUCTION SHALL NOT BE ALLOWED. SITE VISIT 1- MECHANICAL CONTRACTOR IS DULY REQUIRED TO VISIT PROJECT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. HE OR SHE SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY AT ONCE. FAILURE TO DO SO, THE MECHANICAL CONTRACTOR IS PROCEEDING AT HIS OWN RISK. 2- DESIGN THAT IS CALLED FOR NEW DUCT OR PIPING TO BE CONNECTED TO EXISTING SYSTEM REQUIRES THE CONTRACTOR TO VERIFY EXISTING DUCT & PIPING SIZE BEFORE FABRICATION AND INSTALLATION. 3- WHENEVER INTERFERENCE OR CONFLICT OCCURS WITH THE PROPOSED DESIGN, BEFORE PROCEEDING TO ANY CHANGE OR DEVIATION FROM THE EXISTING BID, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE CHANGE INCLUDED A DETAILED DRAWING FOR APPROVAL FROM ARCHITECT/ ENGINEER. 4- CONTRACTOR SHALL CONSULT WITH STRUCTURAL ENGINEER WHEN CUTTING OR MAKING OPENING IN ANY BUILDING COMPONENT. CONTRACTOR SHALL VERIFY THAT STRUCTURAL INTEGRITY OF THE BUILDING IS NOT BEING COMPROMISED. 5- POST TENSION STRUCTURAL SLAB: NO CUTTING OR DRILLING SHALL BE TAKEN PLACE WITHOUT THE X-RAY OF THE SLAB AND THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF THE BUILDING. EXISTING HVAC SYSTEM 1- MECHANICAL CONTRACTOR MUST CHANGE THE AIR FILTER IN ALL WORKING AIR CONDITIONING UNIT DURING CONSTRUCTION EVERY 21 DAYS OR LESS DEPENDING ON THE AMBIENT ENVIRONMENT TO PREVENT AIR CONTAMINATION, EQUIPMENT FAILURE SUCH AS BEARING FAILURE, DAMPER MALFUNCTION, ETC... 2- AFTER CONSTRUCTION MECHANICAL CONTRACTOR IS TO VACUUM THOROUGHLY THE MECHANICAL ROOM TO REMOVE ALL DUSTY PARTICLES, INSPECT AND REPLACE AIR FILTERS, BEARINGS OR BELTS FOR OPTIMAL UNIT OPERATION. 3- WHEN REUSING EXISTING AIR CONDITIONING THE CONTRACTOR MUST CLEAN THE COOLING AND THE CONDENSER COILS, CHECK AND ADJUST REFRIGERANT CHARGE TO ENSURE PROPER UNIT FUNCTION, VERIFY THE EXISTING CONDENSATE PIPING IS IN GOOD WORKING CONDITION, AND MAKE NECESSARY REPAIR. CONTRACTOR SHALL CHECK ALL ELECTRICAL COMPONENTS, TIGHTEN ALL ELECTRICAL CONNECTIONS FOR PROPER OPERATION. 4- DETERIORATED DUCTWORK AND CEILING INSULATION SHALL BE REPLACED. ALL EXISTING DUCTWORK SHALL BE THOROUGHLY INSPECTED AND REPAIRED REMOVED EQUIPMENT THAT IS NOT BEING USED SHALL BE RETURNED TO THE OWNER. 5- ANY EQUIPMENT THAT WAS TEMPORARILY DISCONNECTED WITH RESPECT TO A REMOVAL OF ANY OTHER DEVICE IT SHALL BE RECONNECTED TO THE EXISTING SYSTEM AND VERIFIED THAT IT IS FULLY OPERATIONAL. 6- CONTRACTOR SHALL VERIFY EXISTING AIR CONDITIONING AND HEATING SYSTEMS ARE FUNCTIONING PROPERLY, ITS PERFORMANCE RANGE WITH RESPECT TO ITS VOLUME CAPACITY. 7- EQUIPMENT THAT IS LOCATED EXTERIOR OF THE BUILDING SHALL BE PROPERLY TIED DOWN AND BE ABLE TO WITHSTAND A 170 MILES/HR FORCE WIND. SPECIFICATION NOTES: NEW ROOFTOP PACKAGED UNITS. SEE RTU SCHEDULE FOR SPECIFICATIONS. DUCTWORK: RIGID - FOIL FACED BACKED FIBERGLASS R=6 AT 1.5", SUPPORTED 48" O.C., AT ALL TURNS, TURNS AND TRANSITIONS. TAPED AND MASTIC SEALED ALL SEAMS. FLEX- U.L. CLASS ONE AIR DUCT. R6 SUPPORT 48" O.C.. PROVIDE SPIN IN COLLARS WITH M.V.D. WHEN ACCESSIBLE OR WITH SCOOP WHEN NOT ACCESSIBLE. TIE WRAP INNER LINER TWICE AND TAPE AND MASTIC SEAL OUTER LINER TAKING CARE NOT TO COMPRESS INSULATION. TYPICAL SUPPLY BRANCH WITH CONICAL TAP, ROUND TO RECTANGULAR TRANSITION TO RECTANGULAR DIFFUSER. PROVIDE A VOLUME DAMPER ON THE SUPPLY, RETURN AND EXHAUST DUCTWORK ABOVE LAIY-IN-CEILING OR AS INDICATED ON PLANS. ALL DUCT WORK DIMENSIONS ARE INTERIOR DIMENSIONS. ALLOW FOR 2 INCH INSULATION THICKNESS FOR EXTERIOR DIMENSIONS. EXHAUST: GALVANIZED RECTANGLE DUCT OR ROUND SNAP LOCK METAL DUCT WILL BE INSTALLED WITH DUCT SUPPORTS AT 48 INCHES ON CENTER, INSULATE WITH R=6 FOIL FACED INSULATION WRAP U.L. AS REQUIRED. EF -1: PENN Z6S 82 CFM a 0.250" SP, 120V, 47 WATTS. ADJUST TO REQUIRED CFM NOTE: ALL FRESH AIR, OUTSIDE MAKE AIR TO BE INSULATED WITH 1.5" DUCT WRAP, PROVIDE COLLARS AT BRANCH TAKE OFFS. DIFFUSER: METALAIRE 5800 RETURN: METALAIRE RH THERMOSTAT: PELICAN COMMERCIAL PROGRAMMABLE MASTER THERMOSTAT (TS200) W/ REMOTE WIRELESS SENSORS (RT1). PROVIDE CLEAR LOCKABLE BOX. ROUND FLEX DUCT HANGING DETAIL NTS ATTACH TO TOP CORD OF JOIST WITH 5/16 NUTS,BOLT, FENDER WASHERS MAX. SPAN 48" 1 1/4" STRAP 48-O.C. FLEXIBLE DUCT NOTE: HANG DUCTS ACCORDING TO SMACNA STANDARDS INSULATION STRAP YPICAL Z -BAR WIRE DUCT ANGING DETAIL TYPICAL HANGING STRAP & SADDLE DUCT HANGING DETAIL NNEL & STRAPDUCT HANGING DETAIL DUCT HANGING DETAIL NTS RTU SCHEDULE VENTILATION CARRIER MODEL 50VL-C24-3 CARRIER MODEL 50KC*AO4 CARRIER MODEL 50KC*AO5 TAG RTU -1 RTU -5 RTU -2,3,4,6,7 NOM TONS 2.0 3.0 4.0 VOLTAGE 208/1/60 208/3/60 208/3/60 SEER/EER 14.0 SEER 14.0 SEER 14.0 SEER AMBIENT TEMP. 957 957 957 REFRIGERANT R410 -A R410 -A R410 -A COOLING ENTER DB/WB 807/67' 807/67' 80'F/67 - TOTAL MBH 23.0 36.4 48.7 SENS. MBH 17.2 26.7 37.5 TOTAL CFM 800 1200 1600 COMPR. QTY./TYPE 1 /ROTARY 1 /SCROLL 1 /SCROLL COMPR. RLA - LRA 8.7 - 46.0 10.4 - 73.0 13.7 - 83.0 COND. FAN QTY/FLA - HP 1/0.6 - 1/12 1/1.0 - 1/8 1/1.5 - 1/4 EVAP. FAN/FLA - BHP 3.8 - 1/2 5.2 - 1.7 5.2 - 1.7 MCA 27.4 24 30 MOCP 30 25 30 DIMENSIONS (L,W,H) 49"X33"X44" 75"X47"X34" 75"X47"X34" WEIGHT (LBS.) 304 445 499 HEATER (KW) 1 3.8 4.9 6.5 SCEDULE NOTES: - PROVIDE MOTORIZED DAMPER AT FRESH AIR INTAKES. - PROVIDE ACCESSORY MANUAL OUTDOOR AIR DAMPER AT 50% CAPACITY FOR RTU -2,3,5,6 - PROVIDE CO2 SENSOR IN RETURN DUCT FOR RTU -2,3,5,6 - ENTERING AIR CONDITIONS: 80'DBF/67'WBF. MECHANICAL DETAILS & NOTES DUCT HANGER SUPPORT -DETAIL HANGERS HANGERS STRAP RODS OR STRAPS -~- 3/8" BOLT HANGERS RODS BAND OF SAME SIZE AS HANGER STRAP BAND OUTLET DUCT BACK DRAFT DAMPER FAN HOUSING ROOFTOP UNIT MOUNTING & ANCHORING DETAIL FTEK SCREWS NO SCALE THIS DETAIL REPRESENTS A WIND RESISTANT FASTENING INTENDED FOR 170 MPH WINDLOADS. THIS DETAIL DOES NOT IMPLY OR WARRANT STRUCTURAL INTEGRITY OF THE UNIT AND DOES NOT WARRANT A WIND PROOF SECURING OF ROOF STRUCTURE. RTU MAIN FRAME GASKET BETWEEN CURB & BOTTOM OF UNIT. SEALANT 0 LAG SCREWS PENETRATION ROOF OPENING AS REQUIRED FOR DUCTWORK INSULATION SHIM AS REQUIRED TO LEVEL UNIT - SCALE: NTS ROOFTOP UNIT 3/8"o TEK SCREWS THRU UNIT FRAME & CURB AND UNIT CABINET. 4" INCHES FROM CORNER & 10" ON CENTER WHERE POSSIBLE - AVOID DRILLING COIL AREA. APPLIES TO TWO LONGEST -SIDES. MIN. 16Go 1.5"STRAP SCREW TO SCREW. NAILER STRIP (FACTORY INSTALLED) 14GA. PRE -FAB ROOF CURB BY RTU MFG. ROOFING MATERIAL SEE STRUCTURAL DWGS FOR ATTACHMENT OF CURB TO STRUCTURE ATTACHMENT TO STRUCTURE BY ARCHITECT. 5/16 THREAD ROD TO BUILDING STRUCTURE ADJUSTABLE MOUNTED FLANGES RIGHT ANGLE DISCHARGE CEILING OUTLET DUCT BACK DRAFT DAMPER FAN HOUSING 5/16 THREAD ROD TO BUILDING STRUCTURE ADJUSTABLE MOUNTED FLANGES 0410WICO2 CEILING EXHAUST FAN DETAIL NTS CEILING unumn enuinEenno Inc. cano thig ellQlmmj X4� E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 45 AD 4A 48 54 DC 67 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 �321 a mrrmer[lal blvd . Rlauderdale, R 33334 TEL 09540 938-1881 FLA. REG. *EB-00033CIE VENTILATION REQUIREMENTS FMC TABLE 403.3.1.1 UNIT SPACE FLOOR AREA (SQ.FT.) DEFAULT OCCUPANCY (P/1000SQ.FT.) TOTAL REQUIRED OCCUPANTS OUTDOOR AIR (P) (CFM/P) REQUIRED OUTDOOR AIR (CFM/SQ.FT.) TOTAL OUTDOOR AIR REQUIRED (CFM) RTU -1 OFFICE 233 5 N/A 5 0.06 19.8 LOBBY 239 10 N/A 5 0.06 26.3 STORAGE 117 N/A N/A N/A 0.12 14.0 � o 60.1 RTU -2 DAYCARE 840 N/A 24 10 0.18 391.2 HALL 408 N/A N/A N/A 0.06 24.5 Q C3 415.7 RTU -3 DAYCARE 840 N/A 24 10 0.18 391.2 HALL 243 N/A N/A N/A 0.06 14.6 Z 405.8 RTU -4 DAYCARE 770 N/A 22 10 0.18 358.6 V HALL 493 N/A N/A N/A 0.06 29.6 0 CO Z � 388.2 RTU -5 DAYCARE 770 N/A 22 10 0.18 358.6 RTU -6 DAYCARE 1050 N/A 30 10 0.18 489.0 RTU -7 DAYCARE 705 N/A 20 10 0.18 326.9 W Z OUTLET DUCT BACK DRAFT DAMPER FAN HOUSING ROOFTOP UNIT MOUNTING & ANCHORING DETAIL FTEK SCREWS NO SCALE THIS DETAIL REPRESENTS A WIND RESISTANT FASTENING INTENDED FOR 170 MPH WINDLOADS. THIS DETAIL DOES NOT IMPLY OR WARRANT STRUCTURAL INTEGRITY OF THE UNIT AND DOES NOT WARRANT A WIND PROOF SECURING OF ROOF STRUCTURE. RTU MAIN FRAME GASKET BETWEEN CURB & BOTTOM OF UNIT. SEALANT 0 LAG SCREWS PENETRATION ROOF OPENING AS REQUIRED FOR DUCTWORK INSULATION SHIM AS REQUIRED TO LEVEL UNIT - SCALE: NTS ROOFTOP UNIT 3/8"o TEK SCREWS THRU UNIT FRAME & CURB AND UNIT CABINET. 4" INCHES FROM CORNER & 10" ON CENTER WHERE POSSIBLE - AVOID DRILLING COIL AREA. APPLIES TO TWO LONGEST -SIDES. MIN. 16Go 1.5"STRAP SCREW TO SCREW. NAILER STRIP (FACTORY INSTALLED) 14GA. PRE -FAB ROOF CURB BY RTU MFG. ROOFING MATERIAL SEE STRUCTURAL DWGS FOR ATTACHMENT OF CURB TO STRUCTURE ATTACHMENT TO STRUCTURE BY ARCHITECT. 5/16 THREAD ROD TO BUILDING STRUCTURE ADJUSTABLE MOUNTED FLANGES RIGHT ANGLE DISCHARGE CEILING OUTLET DUCT BACK DRAFT DAMPER FAN HOUSING 5/16 THREAD ROD TO BUILDING STRUCTURE ADJUSTABLE MOUNTED FLANGES 0410WICO2 CEILING EXHAUST FAN DETAIL NTS CEILING unumn enuinEenno Inc. cano thig ellQlmmj X4� E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 45 AD 4A 48 54 DC 67 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 �321 a mrrmer[lal blvd . Rlauderdale, R 33334 TEL 09540 938-1881 FLA. REG. *EB-00033CIE epi u� W �N r2-4 U Z N p_ p C.0 O ii�S LLI S Q Q u-0 U N 0 co w x U ❑I a Lu rn J M � o O ¢ x Q C3 L O LL. Z uj C> V W Z 0 CO Z � Lu UJ > V C J m b u. Z Z GC Oct W Z J W Y� Z � uja . d' r M REVISIONS DATE Contract Permit Bid Date 917118 Scale AS NOTED Drawn Job 2018-29 Sheet M2 Of X1X Sheets LEI# 18340 C co N d N L Q c c .c c c W N Y U O J a 0 N CM O r O N N O r O 3 a 0 M O r N O c �3 m s Q H 0 c co U) a� c a� U rn c 'c m a� J 0 M O s 0 M O 00 0 N n No ---------- EXISTING LEGEND SIZE (INCHES) COLD WATER F HOT WATER 1107 3 TO 6" HOT WATER 1407 8 OR LARGER • — HOT WATER 1807 ---------- HOT WATER RECIRC • BEER/SODA LINES — - • • - - - • • - — NONPOTABLE WATER Lu0 m ? o WASTE ----------- EXIST. WASTE w GREASY WASTE — —G— —G— EXIST. GREASY WASTE ----------- VENT - GAS — — — — — — CONDENSATE — - - — - - — - - — RAIN WATER LEADER ......................................... DEMO PIPING ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE CO WALL CLEAN OUT CW COLD WATER E EXISTING FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT N NEW PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SOV SHUT-OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER VTR VENT THRU ROOF VIF VERIFY IN FIELD FPC 2017 TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-1/2 OR LESS 1/4 3 TO 6" 1/8 8 OR LARGER 1/16 FPC 2017, 704,1: HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES. THE MINIMUM SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH TABLE 704.1. muckm enumffang Inc. oonoulUng enpinmro E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 321 a ULM I N 10 blvd.. Ris derdW fl 33334 TEL. (95,0 938 -EM FLA. REG. oES-0003306 v i N Lu "' C-5 Z co O O o w Lu0 m ? o �- U �0„ o w gm x U aaQ a c2) w rn J CM Ln C=) O ¢ x a L 0 0 LL. Z ui y O V W uiZ M W > > v O m O O u Z Z J Lu W W I— r— M REVISIONS DATE Contract Permit Bid Date 917118 Scale AS NOTED Drawn Job 201&29 Sheet P1 Of X1X Sheets LEI# 18340 EXISTINC NT OF NEW CONNECTION. VNECT NEW PIPING TO STING IN THIS AREA. VIF. 4 INOSES - INSULATE HOT WATER PIPING AND HOT WATER RETURN PIPING WITH 1" ARMAFLEX INSULATION, R -VALUE 4.2. - PROVIDE TEMPERATURE LIMITING DEVICES AT ALL HAND SINKS AND LAVATORIES. WATTS THERMOSTATIC MIXING VALVE (TMV) LFMMV-M1 OR EQUAL LEAD-FREE BODY, INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP WITH LOCKING FEATURE. ASSE 1017, ASSE 1069, ASSE 1070, AND IAPMO cUPC LISTED. - ALL EQUIPMENT CONNECT FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER. - ALL WATER PIPING BELOW SLAB TO BE SLEEVED WITH NO FITTINGS. - ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4. - WATER SYSTEM TO COMPLY WITH THE MINIMUM CRITERIA OF FPC 604.3 AND APPENDIX E FOR THE WATER CAPACITY AT ALL FIXTURES. - VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. VERIFY ALL EXISTING PIPING IS IN GOOD WORKING ORDER AND REPLACE AS REQUIRED. KEYED NOTES Q RHEEM, ELD52-TB, 50 GALLON WATER HEATER. 208V/30, 29A, 6 KW, NON -SIMULTANEOUS WIRING. TERMINAL L1, L2, & T2 FOR 30 OPERATION. PROVIDE THERMOSTATIC MIXING VALVE AND PAN DRAIN. 3/4" P&T AND DRAIN TO HD. LOCATE SHUT OFF VALVES IN ACCESSIBLE HEIGHT AT FINISHED FLOOR LEVEL. 2❑ RECIRC PUMP AND TACO "00" TIMERS/AQUASTAT #563-2 Mckri fenglInEE ang Inc. Conoulft enpmuo E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 �Z t 321 a ULM I N IlefClal biVEL Ra riorr� R33334 TEL. (95,0 938-1891 FLA. FIEG. +EB -0003306 LEGEND FLINE -•—•—•— - COLD WATER —••—••—••— HOT WATER 1107 — ••• ••• — HOT WATER 1407 — • • — HOT WATER 1807 ---------- HOT WATER RECIRC • BEER/SODA LINES — - • • - - - • - — NONPOTABLE WATER LL m 0 WASTE ----------- EXIST. WASTE w G GREASY WASTE — —G— —G— EXIST. GREASY WASTE ----------- VENT x - GAS — — — — — — CONDENSATE ---------- RAIN WATER LEADER ......................................... DEMO PIPING ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE CO WALL CLEAN OUT CW COLD WATER E EXISTING FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT N NEW PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SOV SHUT-OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER VTR VENT THRU ROOF VIF VERIFY IN FIELD INOSES - INSULATE HOT WATER PIPING AND HOT WATER RETURN PIPING WITH 1" ARMAFLEX INSULATION, R -VALUE 4.2. - PROVIDE TEMPERATURE LIMITING DEVICES AT ALL HAND SINKS AND LAVATORIES. WATTS THERMOSTATIC MIXING VALVE (TMV) LFMMV-M1 OR EQUAL LEAD-FREE BODY, INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP WITH LOCKING FEATURE. ASSE 1017, ASSE 1069, ASSE 1070, AND IAPMO cUPC LISTED. - ALL EQUIPMENT CONNECT FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER. - ALL WATER PIPING BELOW SLAB TO BE SLEEVED WITH NO FITTINGS. - ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4. - WATER SYSTEM TO COMPLY WITH THE MINIMUM CRITERIA OF FPC 604.3 AND APPENDIX E FOR THE WATER CAPACITY AT ALL FIXTURES. - VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. VERIFY ALL EXISTING PIPING IS IN GOOD WORKING ORDER AND REPLACE AS REQUIRED. KEYED NOTES Q RHEEM, ELD52-TB, 50 GALLON WATER HEATER. 208V/30, 29A, 6 KW, NON -SIMULTANEOUS WIRING. TERMINAL L1, L2, & T2 FOR 30 OPERATION. PROVIDE THERMOSTATIC MIXING VALVE AND PAN DRAIN. 3/4" P&T AND DRAIN TO HD. LOCATE SHUT OFF VALVES IN ACCESSIBLE HEIGHT AT FINISHED FLOOR LEVEL. 2❑ RECIRC PUMP AND TACO "00" TIMERS/AQUASTAT #563-2 Mckri fenglInEE ang Inc. Conoulft enpmuo E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB G. INOA ALVAREZ P.E. FL REG 74056 �Z t 321 a ULM I N IlefClal biVEL Ra riorr� R33334 TEL. (95,0 938-1891 FLA. FIEG. +EB -0003306 N 6 cop p — w U o� LL m 0 F— U Cn w gm � x U ❑0 a UJ cn J M K') � o o � O x a p L 0 0 C0 1.L Z uj Cl) O V Lu Z O Oct Z Q p 0 - LuLu J 0 U. Z W Z J W Z � Lu . r M REVISIONS DATE Contract Permit Bid Date 9/7118 Scale AS NOTED Drawn Job 2018-29 Sheet P2 Of XIX Sheets LEI# 18340 00 0 N Z N�0) t1 r rn rr a U m c 'C C 0) C W Y V J a O N M 0 N N O r M a v r, i 2pI I � �N, /^ � �" / I I ' kl 2° 2/ I 12" N, 2h Husk \ 's, . Husk I Husk \ 2" 2 o � `f`I`TINC 4" SANq POINT OF NEW CONNECTION. CONNECT NEW PIPING TO EXISTING IN THIS AREA. VIF. PLUMBING SANITARY RISER DIAGRAM SCALE:NTS /1 / / � I n �F HQLAv W LINE LEGEND —•—•—•—•— COLD WATER —• —••— •— HOT WATER 1107 —••• •••— HOT WATER 140'F — • • • • • • — HOT WATER 1807 — - - — - - — - - — HOT WATER RECIRC • BEER/SODA LINES — - • • - - - • - — NONPOTABLE WATER WASTE ----------- EXIST. WASTE W G GREASY WASTE — —G— —G— EXIST. GREASY WASTE ----------- VENT — GAS — — — — — — CONDENSATE — - - — - - — - - — RAIN WATER LEADER ......................................... DEMO PIPING ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE CO WALL CLEAN OUT CW COLD WATER E EXISTING FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT N NEW PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SOV SHUT-OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER VTR VENT THRU ROOF VIF VERIFY IN FIELD FPC 2017 TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-1/2 OR LESS 1/4 3 TO 6" 1/8 8 OR LARGER 1/16 FPC 2017, 704.1: HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES. THE MINIMUM SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH TABLE 704.1. lauc i enalnEffang Inc. conoulilnp eroneerri E. PILHLIJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB G. INOA ALVAREZ- P.E. FL REG 74056 321 a callin bIvCL M derdEft fL 33334 TEL (950 938-1881 FLA. REG. •ES -0003306 U ng N U o w 0 U C O W ❑0 a LU rn J M 1 o ¢ ocef a 0 L 0 0 LL. Z QL LLI Cl) 0 L. VWL Z Z � LLJM V U.J— > v 000 J Z � Q W Z J W Y J Z W d' r M REVISIONS DATE Contract Permit Bid Date 9/7118 Scale AS NOTED Drawn Job 2018-29 Sheet P3 Of XIX Sheets LEI# 18340 0 0 N O CD Ofa s rn ci c d� c .c a°'i c c W Y U 7 J a 0 0 N Cl) 0 0 N O N O 3 v a 0 v M 0 N O c 0 L a F - v 0 c m m c a� U rn C 'c ca a� 00 J O s 0 0 0 E6 0 N W ZpI�t�FU)U)/ ' • �� 50) /�r(3�F ; ♦� 1/2r(0.' ) c H � r(f Husk HGLA HpSk •��� 2r� �U)��� � 1/r t0 4FU U" TMV ♦ . Z_�z HpSk �� 2r F) . 2" ' ) /5 r 1 FU) I" HOSk Hp°H' FU)U' , ` • tp(5. Sk t/r(I '( 30F HpSk t�'/a % ar(30), 1r J 50) MV 3/4" H QLAV "% ' 2•C°Mp 3 HCWC 3�k HCLAv rl•I�U)/ ' ♦' � Sk j/ `" 3/fi0 110(+(� 5FU) ♦ , . 2" HCWC ,- 2 1-1 /4"(20FU) FU)TM REF ar �r(20 3/4" Ic 00 � Fx`TINc POINT OF NEW CONNECTION. CONNECT NEW PIPING TO 1,1/ EXISTING IN THIS AREA. VIF. u .% ♦ . �/' �� • 50) ,3 �3 3/4" �, �kr�t'SV� • 1/2&'( (4F t j a r� I/2�2"(1F / ' 13/4"((2F5FlI) �) r 5/ 1020- 2 `�� ' �•, ` �• . ♦ TM ,r TMS '/ / • O 9F 2" I' /ar ,NFU) R/jp fps / HI� GpF r1; / / - ' ? a • 112 1 a2 50) / . •��✓�t,i/4"2 tiyyR ' • � 1� CW 3 a CIAO ' ♦�'.� / " �• r loe 50) .4000, r ,/2;0((,4;FU) �•= �J 3/CWC t,t/ � •'.�� r C �;• t /2 LAV ' r L0 ' WATTS CONCEALED WALL HYDRANT. SEE SHEET P4 FOR SPECIFICATION. PLUMBING WATER RISER DIAGRAM SCALE:NTS ORAI N 0 k TO EkT LINE LEGEND —•—•—•—•— COLD WATER — — • • — • • — HOT WATER 1107 — — HOT WATER 1407 — • • — HOT WATER 1807 ---------- HOT WATER RECIRC • BEER/SODA LINES — - • - - - • - — NONPOTABLE WATER lL m 0 WASTE ----------- EXIST. WASTE W GREASY WASTE — —G— —G— EXIST. GREASY WASTE ----------- VENT x — GAS — — — — — — CONDENSATE ---------- RAIN WATER LEADER ......................................... DEMO PIPING ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE CO WALL CLEAN OUT CW COLD WATER E EXISTING FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT N NEW PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SOV SHUT-OFF VALVE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER VTR VENT THRU ROOF VIF VERIFY IN FIELD NOTES — INSULATE HOT WATER PIPING AND HOT WATER RETURN PIPING WITH 1" ARMAFLEX INSULATION, R—VALUE 4.2. — PROVIDE TEMPERATURE LIMITING DEVICES AT ALL HAND SINKS AND LAVATORIES. WATTS THERMOSTATIC MIXING VALVE (TMV) LFMMV—M1 OR EQUAL LEAD—FREE BODY, INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP WITH LOCKING FEATURE. ASSE 1017, ASSE 1069, ASSE 1070, AND IAPMO cUPC LISTED. — ALL EQUIPMENT CONNECT FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER. — ALL WATER PIPING BELOW SLAB TO BE SLEEVED WITH NO FITTINGS. — ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4. — WATER SYSTEM TO COMPLY WITH THE MINIMUM CRITERIA OF FPC 604.3 AND APPENDIX E FOR THE WATER CAPACITY AT ALL FIXTURES. VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. VERIFY ALL EXISTING PIPING IS IN GOOD WORKING ORDER AND REPLACE AS REQUIRED.I KEYED NOTES 01 RHEEM, ELD52-TB, 50 GALLON WATER HEATER. 208V/30, 29A, 6 KW, NON -SIMULTANEOUS WIRING. TERMINAL L1, L2, & T2 FOR 30 OPERATION. PROVIDE THERMOSTATIC MIXING VALVE AND PAN DRAIN. 3/4" P&T AND DRAIN TO HD. LOCATE SHUT OFF VALVES IN ACCESSIBLE HEIGHT AT FINISHED FLOOR LEVEL. RECIRC PUMP AND TACO "00" TIMERS/AQUASTAT #563-2 Ll l®uckri EnnanfRErang Inc. conoUting engineerri E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL NO.: 46 AD 4A 48 64 DC 67 99 76 OB V G. INOA ALVAREZ P.E. FL REG 74056 o Z,j t' 321 a mnmerdal blvd., ILlauderdEft R 33334 — TEL (9S41) 938-1881 FLA. FEB. •EB -0003306 N FW-- ZL CD p p Z - w lL m 0 �— U Cn 0 W gm � x U ❑0 a w rn J Ch 0 Q 0 O LL. Z LU � O V W Z W Q 0 � Z � ::�j Ce W V CO C) 0 O WCL Z W Q W Z Q J Whe hea� Z � H . r M REVISIONS DATE Contract Permit Bid Date 917118 Scale AS NOTED Drawn Job 2018-29 Sheet P4 Of X1X Sheets LEI# 18340 Cao 0 N 0 t 0 Q U c m c •c ami c c w Y U J CL O r- N co 00 0 N as N _O d> LO 0- 0 M 00 rn G �3 2 D L U Q F v .0- U) rn a� c a) U rn c c m a) J O M co s 0 co oo 0 N W PLUMBING SPECIFICATIONS 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCE. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS, AND OF AMERICAN MANUFACTURE. ALL REQUIREMENTS AND MATERIALS SHALL BE AS PROVIDED FOR ORIGINAL BUILDING AND AS INDICATED IN THESE DRAWINGS AND SPECIFICATIONS. 2. SANITARY, WASTE, VENT, AND STORM PIPING SHALL BE CENTRIFUGAL CAST IRON BELL AND SPIGOT BELOW GRADE AND NO -HUB SYSTEM WITH STAINLESS STEEL COUPLINGS ABOVE GRADE EXCEPT VENTS ABOVE GRADE MAY BE SCHEDULE 40 GALVANIZED IRON. WHERE ALLOWED BY LOCAL AUTHORITIES DWV PVC MAY BE USED INSTEAD OF CAST IRON AND GALVANIZED. 3. CONDENSATE DRAINS ABOVE GROUND SHALL BE INSULATED COPPER TYPE "M" OR DWV AS SPECIFIED FOR SANITARY PIPING. BELOW GROUND SHALL BE DWV AS SPECIFIED FOR SANITARY PIPING. 4. POTABLE WATER PIPING BELOW GROUND SHALL BE TYPE "K" SOFT TEMPER AND HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD TEMPER COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SOLDER -FREE JOINTS. POTABLE WATER PIPING SHALL NOT BE INSTALLED BELOW ANY FLOOR ON GRADE OR FILL. 5. PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE WITH PIPING, INSULATION, STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANSION. 6. THE CONTRACTOR SHALL CONNECT TO ALL EQUIPMENT FURNISHED BY THE OWNER, 7. EACH NEW FIXTURE AND EQUIPMENT SUPPLY SHALL BE PROVIDED WITH A SUPPLY STOP OR SHUT-OFF VALVE AS APPLICABLE. 8. WATER HAMMER ARRESTORS SHALL BE PROVIDE AND INSTALLED INSTALLED AS PER PDI -WH 201 & FPC 604.9. 9. PROVIDE DIELECTRIC FITTINGS IN ALL PIPING SYSTEMS WHERE CONNECTING DISSIMILAR MATERIALS AND PROTECT AGAINST CONTACT OF DISSIMILAR THROUGHOUT THE INSTALLATION. 10. INSULATE ALL HOT WATER, CONDENSATE DRAINS, AND WATER COOLER WASTES PROVIDED. 11. INSULATE HOT WATER PIPING WITH 1" ARMAFLEX INSULATION. 12. INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAINS IN PLENUM AREAS. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL AS PER THE MANUFACTURER'S INSTRUCTIONS. 13. ALL HOSE BIBS AND HOSE CONNECTIONS THIS PROJECT SHALL BE PROVIDED WITH VACUUM BREAKERS AND SHALL BE SEPARATELY VALVED. 14. ALL WATER, SOIL, WASTE, VENT, AND STORM PIPING PROVIDED SHALL BE TESTED PER FPC 312 TESTS AND INSPECTIONS. 15. CONTRACTOR SHALL OBTAIN APPROVED MANUFACTURER'S INSTALLATION DRAWINGS FOR ALL EQUIPMENT AND CASEWORK AND CASEWORK DIMENSIONED ROUGH -IN LAYOUT PRIOR TO PROCEEDING WITH ANY WORK. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIXTURE, CASEWORK, AND EQUIPMENT ROUGH -IN DIMENSIONS AND CORRECT FLOOR AND WALL PENETRATION. 17. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASE. 18. CONTRACTOR SHALL PROVIDE ALL SYSTEMS INDICATED IN THESE SPECIFICATIONS ON THE DRAWINGS AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND ORDINANCES AS APPLICABLE TO COMPLETING WORK FOR INTENDED OCCUPANCY. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS FOR CONTRACTOR TO PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING ALL OBVIOUSLY NECESSARY ITEMS EVEN THOUGH ITEMS ARE NOT INCLUDED ON THE DRAWINGS OR IN THE SPECIFICATIONS. 19. THE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS BEFORE PROCEEDING WITH THE WORK. 20. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL TRADES. 21. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 22. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK BY THIS CONTRACTOR, AND REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO LANDLORD AND STRUCTURAL REQUIREMENTS, AND FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE BUILDING. 23. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL WORK AND EQUIPMENT FROM DAMAGE INCLUDING EXISTING. 24. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCES WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. 25. PROVIDE FIXTURES AND WATER HEATERS AS INDICATED ON DRAWINGS. 26. CONTRACTOR SHALL PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND REQUIRED FOR ALL SYSTEMS PROVIDED. 27. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TAXES REQUIRED TO INSTALL AND COMPLETE SYSTEMS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 28. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK AND THOROUGHLY CLEAN ALL RELATED FIXTURES AND EQUIPMENT. 29. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN 1 (ONE) YEAR FROM DATE OF ACCEPTANCE. 30. CONTRACTOR TO KEEP ACCURATE AS-BUILTS AND SHALL SUBMIT THREE (3) COPIES TO ARCHITECT/ENGINEER SEVENTY TWO (72) HOURS PRIOR TO FINAL INSPECTION. 31. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IMMEDIATELY UPON ANY DISCREPANCIES, IF FOUND. 32. ALL EQUIPMENT CONNECTED FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER. 33. ALL EXPOSED PIPING UNDER LAVATORIES SHALL BE INSULATED AS PER FBC ACCESSIBILTY 606.5. 34. ALL VALVES SHALL BE IDENTIFIED AS PER FPC 606.4. 35. ALL PIPING TO BE IDENTIFIED AS PER FPC 606.7 & 608.8. 36. ALL INDIRECT WASTE PIPING TO BE TRAPPED AS PER FPC 802.2. 37. ALL MATERIALS LOCATED IN A PLENUM MUST BE PLENUM RATED. 38. ALL MATERIALS LOCATED IN A FIRE RATED ASSEMBLY SHALL BE NON-COMBUSTIBLE. 39. ALL MATERIALS PENETRATING A FIRE RATED ASSEMBLY SHALL BE FIRE STOPPED. 40. USE OF CORRUGATED STAINLESS STEEL TUBING (CSST) WILL NOT BE ACCEPTED. 41. ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4. 1 CW SUPPLY AS PER PLAN. ACCESS PANEL BACKFLOW FINISH FLOOR PREVENTION -FINISH WALL TRAP PRIMER SCALE: NTS FLOOR DRAIN W/ 1/2- TRAP PRIMER ICAL OF ALL B A MIPS ROLLED AND CLOSED AND SEAMLESS SIG AIR CHARGE TYPE L COPPER TUBE -RTED HHPP PISTON, EPDM 0 -RINGS, PRESSURE RICATED WITH DOW -CORNING APPROVED 111 SILICONE 4POUND SEAMLESS SPIN REDUCTION LEAD FREE SOLDER JOINT STANDARD WROUGHT COPPER ADAPTER WITH WRENCH HEX JOSAM SIZING CHART DIMENSIONS TYPE NO. PDI SYMBOLS FIXT. UNITS A B C 75001-S A 1 TO 11 1/2 6-1/2 1-3/8 75002-S B 12 TO 32 3/4 8-3/4 1-3/8 75003-S C 33 TO 60 1 11 1-3/8 75004-S D 61 TO 113 1 1 10-1/8 2-1/8 75005-S E 114 TO 154 1 12-5/8 2-1/8 75006-S F 155 TO 330 1 15-1/8 2-1/8 WATER HAMMER ARRESTOR DETAIL SCALE: NTS IRON BODY TRAP SCREW FERRULE & ALL BRASS CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE PROVIDE POURED CONC. BLOCK WHEN C.O. IS NOT IN SIDEWALK OR SLAB `. 12"x12"x8" POURED CONC. BLOCK WHEN CLEANOUT IS NOT IN PAVED AREA EXTERIOR ELEVATION WALL- TYPE FINISH GRADE rMINIMUM 1" i -SAME SIZE AS COMBINATION "Y" & SEWER -MAX. 1/8" BEND `� SIZE 4" INTERIOR ELEVATION IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD PROVIDE VALVE BOX. WITH COVER LABELED C.O. IN PACED AREA •o •o •ea•• a• - STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG t;SEWER SAME SIZE AS - MAX. FACE OF WALL COMBINATION "Y" &4" 1/8" BEND TYPICAL N. T. S. C.O. IN PAVED AREA CLEANOUTS DETAIL RECIRC PUMP AND TACO "00" TIMERS/AQUASTAT #563-2 FHWR SIZED PER PLAN I DISCHARGE FROM HW SIZED AS P&T VALVE PER PLAN THERMOSTATIC I MIXING VALVE SOV SOV SOV `CW SIZED AS -TI SIZED AS PER PLAN I PER PLAN 3/4"CW I 3/4" P&T TO SAFEPAN WATTS MODEL 530C I BYPASS THERMAL EXPANSION VALVE 7� 3/4" TO SAFEPAN. 1 r AIR GAP AS PER IBC PLUMBING 802.2.1 HEAT HEAT TROP Tono HW SIZED AS PER PLAN WATER HEATER - MAXIMUM OF 50 GALLON CAPACITY WATER ]H[]EAT�ER PIPING DETAIL SCALE: NTS PLUMBING DETAILS & NOTES PLUMBING FIXTURE SCHEDULE LAVATORIES: - HANDICAP LAVATORY (HC LAV/CLAV): AMERICAN STANDARD LUCERNE 0356.421, 20"08", VITREOUS CHINA, FRONT OVERFLOW, CONCEALED ARMS, 7055.205 SELECTRONIC FAUCET, 0.5 GPM, BATTERY IR SENSOR, INTEGRATED ABOVE -DECK MIXING VALVE. MCGUIRE 88872 BRASS P -TRAP, 152N STRAINER WITH TAILPIECE, AND 2165CC SUPPLIES AND STOPS. HANDYSHIELD SAFETY COVERS ON ALL EXPOSED DRAINS AND SUPPLIES. WATTS WCA-411-US CARRIER WITH CONCEALED ARMS. WATER CLOSETS: HANDICAP WATER CLOSET (HC WC): AMERICAN STANDARD CADET FLOWISE RIGHT HEIGHT 2467.100, 1.1 GPF, VITREOUS CHINA, 12" ROUGH, ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET ACTION, 16 1/2" RIM HEIGHT, EVERCLEAN SURFACE, 5901.100 OPEN FRONT SEAT NO COVER, STAINLESS STEEL CHECK HINGE, WHITE. OPTIONAL: 5901.110 WITH EVERCLEAN SURFACE. CHILDREN WATER CLOSET (CWC): AMERICAN STANDARD BABY DEVORO 2315.228, 1.28GPF, 10" ROUGH, 10 1/4" HIGH, SIPHON FLUSHING ACTION, ROUND FRONT, VITREOUS CHINA. CHURCH 1580C OPEN FRONT SEAT LESS COVER, WHITE. SINKS: KITCHEN SINK (2 -COMP SK): DAYTON KJ23322, STAINLESS STEAL, 33"X22"X6-1/16", DOUBLE BOWL TOP MOUNT, ELKAY LK1000CR 3 HOLE DECK MOUNT KITCHEN FAUCET WITH P05138 1.5GPM AERATOR - KITCHEN SINK (HDSK): DAYTON D115151, STAINLESS STEAL, 15 X15 X5-3/16 , SINGLE BOWL DROP-IN, 3 HOLE MODEL, ADA COMPLIANT, ELKAY LK1000CR 3 HOLE DECK MOUNT KITCHEN FAUCET WITH P05138 1.5GPM AERATOR - KITCHEN SINK (SK): ELKAY LR22192, STAINLESS STEAL, 22"X19 -1/2"X7-5/8", SINGLE BOWL DROP-IN, ELKAY LK406GN04T4C 2 HOLE DECK MOUNT KITCHEN FAUCET WITH 1.5GPM AERATOR JANITOR SINK (MS): FIAT MSB -2424, 24"x24"X10" RECESSED, MOLDED STONE. STAINLESS STEEL FACTORY INSTALLED DRAIN WITH COMBINATION DOME AND LINT BASKET. DRAIN BODY COMPLETE WITH A QDC-3 JOINT CONNECTOR FOR 3" PIPE. 889 CC - 24" MOP HANGER. CHICAGO FAUCETS 540-LDE35ABCP SERVICE SINK FAUCET, 1.5 GPM. WATER COOLERS: HANDICAP WATER COOLER - HI/LO (HI/LO DF): ELKAY LZSTLG8 WALL HUNG, ELECTRIC WATER COOLER, 1PH/115V/36OW, 8GPH OF 50dF WATER AT 90dF AMBIENT, ADA COMPLIANT, FRONT AND SIDE EASY TOUCH CONTROLS, LEAD FREE. - HANDICAP WATER COOLER - (DF): ELKAY LZSVR8L WALL HUNG, ELECTRIC WATER COOLER, 1PH/115V/360W, 8GPH OF 50dF WATER AT 90dF AMBIENT, ADA COMPLIANT, FRONT AND SIDE EASY TOUCH CONTROLS, LEAD FREE. HOSE BIBBS/WALL HYDRANT: - HOSE BIBBS (HB) TO BE WATTS HY-330 CONCEALED MODERATE CLIMATE KEY OPERATED WALL HYDRANT WITH NICKEL BRONZE BOX AND DOOR, CHROME PLATED HYDRANT FACE, INTEGRAL VACUUM BREAKER, 3/4" HOSE CONNECTION, 3/4" FEMALE X 1" MALE PIPE CONNECTION, ALL BRONZE HEAD, SEAT CASTING AND INTERNAL WORKING PARTS, AND LOOSE KEY. MIXING VALVES: - THERMOSTATIC MIXING VALVE (TMV): WATTS LFMMV-M1 OR EQUAL LEAD-FREE BODY, INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP WITH LOCKING FEATURE. ASSE 1017, ASSE 1069, ASSE 1070, AND IAPMO cUPC LISTED. A TMV SHALL BE INSTALLED ON EACH HC LAV. LAV. AND HD SK, NOTE: VERIFY SELECTIONS WITH OWNER/ARCHITECT PRIOR TO ORDERING. SCALE: NTS IKERAY GMP24 WATER EATER SAFEPAN /4" SAFEPAN DRAIN TO )CATION INDICATED ON PLANS PLUMBING BRANCH SCHEDULE ITEM DRAINAGE FIXTURE COLD WATER HOT WATER DESCRIPTION SAN. TRAP H.W. C. W. 1/2" UNIT FIXTURE FIXTURE •'•• 16 GAUGE ZINC COATED U- SHEET STEEL SADDLE AT LEAST 8" LONG w UNIT UNIT U PUBLIC HANDICAPPED Lu rn M HCWC 4 t0 _ WATER CLOSET - FLUSH 4- PRIVATE VALVE _ 6 SO O U) IL. PUBLIC L - FLUSH Z WC 4 10 _ VALVE 4" V W Z 1 PRIVATE Zp0Lu.. > 6 _ v O m O V- >. Z PUBLIC HANDICAPPED _ HCWC 4 5 _ WATER CLOSET - FLUSH 4" - - 1/2" PRIVATE TANK r M 2.2 DATE PUBLIC W L - FLUSH WC 4 5 _ TANK 4 " _ _ / " 1 2 PRIVATE Contract Permit Bid 2.2 917/18 Scale AS NOTED Drawn Job 2018-29 Sheet HANDICAPPED P5 HCUR 4 5 _ URINAL 3" - - 3/4" URINAL UR 4 5 - 3" - - 3/4" PUBLIC PUBLIC HANDICAPPED HCLAV 1 1.5 1.5 LAVATORY 2" 1-1/4" 1/2" 1/2" PRIVATE PRIVATE WALL MOUNTED 0.5 0.5 PUBLIC PUBLIC LAVATORY LAV 1 1.5 1.5 COUNTERTOP 2" 1-1/4- 1/2- 1/2" PRIVATE PRIVATE 0.5 0.5 PUBLIC PUBLIC HANDICAPPED—— HCSH 2 SHOWER 2" 1-1/2" 1/2" 1/2" PRIVATE PRIVATE 1 1 PUBLIC PUBLICSHOWER SH 2 2" 1-1/2" 1/2" 1/2" PRIVATE 1 PRIVATE 1 PUBLIC PUBLIC H I HCBT 2 BATHTUB 2" 1-1/2" 1/2" 1/2" PRIVATE PRIVATE 1 1 PUBLIC PUBLIC BATHTUB BT 2 2" 1-1/2' 1/2" 1 /2" PRIVATE PRIVATE 1 1 BD 1 1.5 1.5 BIDET 2" 1-1/4" - 1 /2" L ICOOLER EWC 0.5 0.25 _ BARRIER FREE 2" 1 1/4" - 1 /2" HANDICAPPED HI/LO HI/LO DF 1 0.5 - DRINKING FOUNTAIN 2" 1 1/4" - 1/2" H I HCDF 0.5 0.25 _ SINGLE DRINKING FOUNTAIN 2" 1 1/4" - 1/2" PUBLIC --SINK PUBLIC SK 2 3 3 (PUBLIC = HOTEL, 2" 1-1 /2" 1 /2" 1 /2" PRIVATE PRIVATE RESTAURANT - SINK ONLY) DISH H IV DW 2' _ PRIVATE 2" 1-1/2" 1/2" - L H H - WM 2 1 1 PRIVATE, 8LBS 3" 2" 3/4" 3/4" CLOTHES H - WM 3 2.25 2.25 PUBLIC, 8LBS 3" 2" 3/4" 3/4" CLOTHESH - WM 3 3 3 PUBLIC, 15LBS 3" 2" 3/4" 3/4" LAUNDRY Y LT 2 1 1 2" 1-1/2" 1/2" 1/2" is, JANITORS SINK, MOP SINK, MS, OR 2 2.25 2.25 OR SERVICE SINK 2" 1-1/2" 1/2" 1/2" SS SOME ITEMS MAY NOT BE USED. -WHERE APPLICABLE. HANGER ROD SCHEDULE PIPE SIZE ROD„ SIZE PIPE SIZE ROD" SIZE UP TO 2 3/8 DIA. 4 THRU 6 5/8 DIA. 2 1/2" TO 3" 1/2" 6" THRU 12" 7/8" DIA. BENT STRAP 1 1/2 " 3/16" OVER VERT. LESS OF ANGLES - BOTTOM CHORDS OF STEEL JOIST - HANGER ROD SUPPORT NUT - HEAVY DUTY CLEVIS HANGER PIPE HEAVY DUTY CONCRETE .�.r • .- . STEEL INSERT WITH bb ELONGATED STRAP N�• �• •- �-`• INSERT NUT HANGER ROD CONCRETE INSERT WEB MEMBERS ONE ANGLE ON EACH WELDS HANGER NUT SIDE OF WEB MEMBERS ,,/--CONCRETE SEE CPROJECTTJIST 7FJFREST ON TOP OF=� PLANS BOTTOM CHORDS STEEL%i!_'. LZ JOISTS BETWEEN PANEL •' POINTS. SIZE FOR LOAD STEEL JOIST CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION PIPE N. T. S. _HEAVY DUTY CONC. JOIST CLAMP HANGER ROD CONCRETE JOIST STRUCTURAL STEEL BEAM (SEE PROJECT PLANS FOR SIZE) HEAVY DUTY BEAM CLAMP EYE SOCKET J HANGER ROD CLEVIS HANGER STEEL BEAM SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION SUPPORT DETAIL u bucko EmUlnEffana Inc. conouliing enpmeero E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL N0: 46 AD 4A 48 64 DC 67 99 76 OB A� G. INOA ALVAREZ P.E. FL REG 74056 33334 �.�� 321 a canxnerdal blvd . Rlauderdale. fl TEL. 09541) 938-1681 FLA. REG. •EB -0003306 HANGER ROD CU LOCKING NUT co SUPPORT NUT -f- HEAVY DUTY CLEVIS HANGER x VAPOR BARRIER • INSULATION •'•• 16 GAUGE ZINC COATED U- SHEET STEEL SADDLE AT LEAST 8" LONG _HEAVY DUTY CONC. JOIST CLAMP HANGER ROD CONCRETE JOIST STRUCTURAL STEEL BEAM (SEE PROJECT PLANS FOR SIZE) HEAVY DUTY BEAM CLAMP EYE SOCKET J HANGER ROD CLEVIS HANGER STEEL BEAM SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION SUPPORT DETAIL u bucko EmUlnEffana Inc. conouliing enpmeero E. PILHUJ P.E. FL REG 49832 ESIGN SERIAL N0: 46 AD 4A 48 64 DC 67 99 76 OB A� G. INOA ALVAREZ P.E. FL REG 74056 33334 �.�� 321 a canxnerdal blvd . Rlauderdale. fl TEL. 09541) 938-1681 FLA. REG. •EB -0003306 u M N CU co oLIS x U- U 0 C o w g m U ❑ L Lu rn M o � O a _ SO O U) IL. Z W O U. V W Z Zp0Lu.. > yj > _ v O m O V- >. Z _ Q W Z J W � J Z W r M REVISIONS DATE Contract Permit Bid Date 917/18 Scale AS NOTED Drawn Job 2018-29 Sheet P5 Of X/X Sheets LEI# 18340