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HomeMy WebLinkAbout6834 Gall Blvd ANEW CONSTRUCTION FOR: ACE BUILDING " A " 6834 GALL BOULEVARD ZEPHYRHILLS, FL 33542 by Fire Mamhal of Zephyrhills ,with comnien v'ded with pl (s) G 7 1 Withcra11 core' `� With Rui1d`rr� ,�lcahle codes od �o �d�ook 0c, FioCi AA O% 7�P rlvt ills ,hl,I.:4PI'L,l('A4si-k� }3l)11,i)[�V(i, i0( AL, N1,UNWITJC ANll IkI:V4E:Nk! 1)A'I'Fi,: Z �J P!IVR S R' B',J IN<-; S`iALI.. COMPLY W ITEI A+'P `'.-A-SLE CITY OF LS O DINANCE FINISH FLOOR ELEVAi10N SHALL COMPLY WITH ENGINEERED DESIGN AND/OR CITY OF ZEPHYRHILLS ORDINANCE SHEET INDEX A-0 COVER SHEET, CODE CRITERIA & BLG. PROGRAM A-1 BLG, 'A' ARCHITECTURAL SITE PLAN A-2 BLG. 'A' FLOOR AND ROOF PLANS A-3 BLG, 'A' EXTERIOR ELEVATI❑NS A-4 BLG, 'A' WALL SECTIONS & DETAILS A-5 BLG. 'A' DO❑R/WINDOW SCHEDULES & DETS. S-1 BLG. 'A' F7UNDATI❑N & ROOF FRAMING PLANS S-2 BLG. 'A' STRUCTURAL DETAILS P--1 BLG. 'A' PLUMBING PLAN & RISER DIAGRAM M-1 BLG. 'A' MECHANICAL PLAN E-1 BLG, 'A' ELECT. PLAN, RISER DIAL, & SCHEDULES FS-1 BLG. 'A' F[RE SPRINKLER SITE & FLOOR PLANS BUILDING PROGRAM ISSUED 06-21-07 03-19-07 03-19-07 03-19-07 03-19-07 03-19-07 03-19-07 03-19-07 03-19-07 03-19-07 03-19-07 06-12-07 REVISED BUILDING 'A' THE BUILDING IS A ONE STORY STRUCTURE WITH A TOTAL OF 6,795 S.F. GROSS, THIS BUILDING WILL INITIALLY BE CONSTRUCTED AS A SHELL STRUCTURE WITH MECHANICAL SYSTEMS, WATER SERVICE AND UNDERGROUND SANITARY SERVICES STUBBED UP TO SLAB LEVEL FOR LATER CONNECTI❑N AND DISTRIBUTION WHEN INDIVIDUAL TENANT REQUIREMENTS ARE KNOWN, PARKING, DUMPSTERS, LANDSCAPING AND SITE SIGNAGE COMPLETE THE PROJECT PARAMETERS, REFERENCE CODES BUILDING, FLORIDA BUILDING CODE 2004 EDITI❑N PLUMBING, FLORIDA PLUMBING CODE 2004 EDITION MECHANICAL, FLORIDA MECHANICAL CODE 2004 EDITION ELECTRICAL, NATIONAL ELECTRICAL CODE 2005 EDITION ACCESSIBILITY, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION F,B,C, 2004 EDITI❑N LIFE , SAFETY, N,F,P,A, 101 LIFE SAFETY CODE 2003 EDITION DESIGN CRITERIA OCCUPANCY, ASSEMBLY GROUP A-2 (SECTION 303) C❑NSTRUCTI❑N TYPE, F.B,C. TYPE IIB / N,F,P,A, TYPE II (0,0,0) 1. ALLOWABLE HEIGHT & BUILDING AREAS MAX. BLG. HEIGHT, 55'-0' MAX. # OF STORIES, 2 MAX, BLG. AREA, 9,500 S.F, 2, STRUCTURAL FRAME (INCL. COLUMNS, GIRDERS & TRUSSES) 0 HOUR 1 EXTERIOR BEARING WALLS (F.B,C. TABLE 602) 1 HOUR RATING LESS THAN 5' SEPARATI❑N - WALL OPENINGS NOT PERMITTED 1 HOUR RATING 5' TO 10' SEPARATION - 10% LIMIT ON WALL OPENINGS 0 HOUR RATING 10' TO 15' SEPARATION - 15% LIMIT ON WALL ❑PENINGS 0 HOUR RATING 15' TO 20' SEPARATION - 25% LIMIT ON WALL OPENINGS 0 HOUR RATING 20' TO 25' SEPARATION - 45% LIMIT ON WALL OPENINGS 0 HOUR RATING 25' TO 30' SEPARATION - 70% LIMIT ON WALL ❑PENINGS 0 HOUR RATING OVER 30' SEPARATION - NO LIMIT ON WALL OPENINGS 4, INTERIOR BEARING WALLS 0 HOUR 5. EXTERIOR N❑N:BEARING WALLS (F.B,C. TABLE 602) 1 HOUR RATING LESS THAN 5' SEPARATION - WALL ❑PENINGS NOT PERMITTED 1 HOUR RATING 5' TO 10' SEPARATION - 10% LIMIT ON WALL ❑PENINGS 0 HOUR RATING 10' TO 15' SEPARATI❑N - 15% LIMIT ON WALL ❑PENINGS 0 HOUR RATING 15' TO 20' SEPARATION - 25% LIMIT ON WALL ❑PENINGS 0 HOUR RATING 20' TO 25' SEPARATI❑N - 45% LIMIT ON WALL ❑PENINGS 0 HOUR RATING 25' TO 30' SEPARATI❑N - 70% LIMIT ON WALL OPENINGS 0 HOUR RATING OVER 30' SEPARATION - NO LIMIT ON WALL ❑PENINGS 6. INTERI❑R N❑NBEARING WALLS 0 HOUR 7. FLOOR C❑NSTRUCTION (INCL. SUPPORTING BEAMS & JOISTS) 0 HOUR 8. ROOF CONSTRUCTION (INCL, SUPPORTING BEAMS & J❑ISTS) 0 HOUR WIND DESIGN DATA. F,B.0 SECTI❑N 160314 1. WIND SPEED (3-SECOND GUST) = 110 M,P,H. (NON WIND-BORNE DEBRIS REGION) 2. WIND IMP❑RTANCE FACTOR / BUILDING CLASSIFICATION (TABLE 1604,5) II = 1.0 3. WIND EXPOSURE CATEGORY (F.B,C. SECTION 1609,4) = B 4. ENCLOSURE CLASSIFICATION (F,B,C, SECTION 1609.2) = ENCLOSED 5. INTERNAL PRESSURE COEFFICIENT (A.S,C,E, 7) = t 0.18 6, COMPONENTS & CLADDING DESIGN WIND PRESSURES (F.B.C. SECTION 1609.6.2) ARE INDICATED ON SHEET S-2. 7. FLORIDA PRODUCT APPROVAL NUMBERS (FLORIDA STATUTE 553,842 & FLORIDA ADMINISTRATIVE CODE 9B-72) ARE INDICATED ON SHEET A-5, VICINITY MAIP l [r a 0 '70 Bird -La -- - �- m 0 ❑ f0 j 11 K�sslk Rd Ots Ilan Rd r- r Fr Tuck Trl Fairview Heghts Fi 3a Nottin ham Trlr �— 6C {prettY. P'- s Sout�ide-Dr a Pre1 Pond Burnet- -- UTl i hxTv� r' tate �- ieGra ada- Silo Ir @�Faak3 zu v �* jol;' Golf & A) ntr eon _�� 'Club- y au bSa - d _ Miller -A -- U El JE �Tqp S2th a1 Av a 39 c 7 Honry Dr 18 h A o za 10 �Nand d 01 Go ' a Gel- r tth A a Ave GeAtirp'ok 6e �� Tara Ave i --T o •y:� -T Dal�brTwlo- ue �i `, Betmar acres `-7 4 CO f Club <' t "� m 77 I Ith Ave i .. `A htor Sk rteYntt v8 A � Beg n-r,�r�nC1I43` o h e �'t{�-�jj[�''�.!r-'S'1 42On5 ManGluactmm� Inc • ®2nn5 NAVTEo -- I' t 5,�t- �X"`•. �r�. •.,�; rL� c E � m � V ti aD o LA U_ > c E o � c c o m a > 0 0 cV U y N co CV C' a M c J M M J LL 06 Q1 UL a r �r Cl Cl o CO m 0 0 z coo c m y ai Q W J o N ui L U_ c O LO J o T J L_J U - 0 c co 0 CD 0 0 N O dlf') Z LL.I > cc o O Q J,_ W J � U � 5 Q z0 Z J = O = co (� wCO z N C-0N Revisions: W o g o V fn V Z w �Ax W C Q 0� OU Project Number 06082a Date 06-21-07 Sheet Number A-0 O (y) LLJ Q a 0 z w Z J J w U U = - — Q 301 SETBALK M < AND CAPE 0' B JFFER w a G I L L o I p , Z 2 � I I � 118.25' SEDER❑R❑UN PVC D 3 DU PSTER I �-UNDERGROUND 2 - --- - -- - W/ 4-350 MCM CU W/ GATES (SEE N 89058'47 E 547,- SETS ❑F 4' PVC DET. 2/A-1) W/ 4-500 MCM CU — — - --_ ELECT, SERV. — — — — — — — - 130.b7' n ELECT. SERV, C - __ 52 ` PROGRESS ENERGY D D D 'I D W LL _ TR NSF❑R ER s- ° LIGHT _ NOTE: LIGHT FIXTURES I LL \ SHALL BE DESIGNED HT I / a -- AND SHIELDED SO I I r \ _ - '1(i' 24' 20' 5' 20' 24' 20' PO' 24' - a, ,�-1 I I I I I I 1 BUILDING•A• f N w LL I J I I 1 U-)6,795 S.F. �I LI AT D D D D D cu i (ql II 4 II D I I RETENTION I I I FUTURE "CICI'S PIZZA" 7 D 6 7 D D 6 D D Z �— _ --� D _----— — — — — — — I I I I 130.67 II o (2 1,500 GAL, I I L G EESE TRAPS' Io I •----• r� o r--. o © FF II L bLE i 5 I �` �- ---- -LIGHT 3 SP. @ '-17' 112' 5' 12' 17.5' 10 SP, @ 9'­90' r - - -1 6 SP. @ 9'=54' REPLACE EXIST, t SIGN W/ NEW 10 � �JI MONUMENTAL „. SIGN (SIGN BY _ SIGNAGE CO,) J -1 w U w Q POLE 11 LIGHT 6 ILO I 1 I 6 POLE -- -- _ - LIGHT 6 SP @ 9'=54' " \ PROGRESS \----------------------� ---- Ln ENERGY \ - UNDERGROUND 10' / 26' _ 10' - \ 10 SP, @ 9 90'- 10, 10 SP. i@ 9'=90, � I N 10 N \ 10 In S 89058'29' W 548.56' P❑WER r POLE NOTE, REFER TO CIVIL DRAWINGS FOR SITE DRAINAGE, UTILITIES & LANDSCAPE DRAWINGS, ARCHITECTURAL SITE PLAN G,�:T:- SCALES 1' = 20"-0' D 6 5 ii �I POLE LIGHT THAT LIGHT IS DIRECTED ONTO THE PARKING AREA AND DIRECTED AWAY FROM ADJACENT PR❑PERTIES AND TRAFFIC. BUILDING 'B' 5,850 S.F. _ I 25' - - --- - (),J M �O w v 0 cu 0 CD W�LL LI HT 52' TOP OF WALL � 6'-0' If CONT. #5 REBAR, TYP. GROUT FILLED CMU #6 REBAR @ 56' D.C. VERT, AND @ CORNER SAND ENDS, GROUT CELLS SOLID AT REBAR, 36' MIN. LAP SITE DATA: REFERENCE BUILDING CODESI - �� SITE AREA = 72,541 SF = 1,66 ACRES BUILDING: FLORIDA BUILDING CODE PAINTED 8' CMU WALL 2004 EDITION -__ W/ H❑RIZ❑NTAL REINF, @ 16' ❑,C„ TYP, ZONED, C2 PLUMBING, FLORIDA PLUMBING CODE 2004 EDITI❑N MAX BUILDING PERMITTED 25X = 18,135 SF MECHANICAL, FLORIDA MECHANICAL CODE TOTAL BUILDING AREA PR❑VIDED = 12,645 SF (❑K) 2004 EDITION 6' THICK CONC. SLAB ELECTRICAL, NATIONAL ELECTRICAL CODE REINFORCED W/ WWF PARKING REQUIRED, 2005 EDITION _ RESTAURANT = 1 PER 150 SF = 45 SPACES ACCESSIBILITY, FLORIDA ACCESSIBILITY CODE - GENERAL/OFFICE = I PER 200 SF = 29 SPACES FOR BUILDING CONSTRUCTION - FBC 2004 EDITION TOP OF SLAB TOTAL PARKING PR❑VIDED = 88 SPACES INCLUDING 4 HC, LIFE SAFETY: NFPA 101 LIFE SAFETY CODE - .. ,. :. AK 0'-0' 2003 EDITI❑N - BUILDING AND PAVING AREA = 47,143 SF = 657 4 - TOTAL GREEN/PERVIOUS AREA = 25,398 SF = 357 BUILDING CODE CRITERIA, 1 , � �� ' i i f' - - COMPACTED FILL, TYP, LEGAL DESCRIPTION, OCCUPANCY: ASSEMBLY GROUP A-2 (SECTION 303) C❑NST, TYPE, IIB THE NORTH 2/5 OF TRACT 24, ZEPHYRHILLS COLONY ALLOWABLE HEIGHT & BUILDING AREAS, COMPANY LANDS IN SECTION2, TOWNSHIP 26 SOUTH, RANGE MAX, BLG, HEIGHT, 55'-0' i0 �4 • .,.• , REINF. C❑NC, F❑❑TING (3) 21 EAST,AS RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC MAX, # OF STORIES, 2 • •" �...•: #5 C❑NT, AND #3 TIES @ 32" D.C. RECORDS OF PASC❑ COUNTY, FLORIDA, MAX, BLG, AREA, 9,500 S,F, •' ,. GATE SHALL BE 6' HIGH -0' S❑LID PANEL ALUMINUM -', W/ ALUMINUM FRAME 2 SCREEN WALL SECTION A —1 J SCALEi 3/4' = V-0' `AS:A O � � O 0 o Q h UT JT U CN o J E c c M N LL _� > v/ a N � .V. Q O v c ` o T ti M J m `6 a .`� 65 /CD Q ON a) � 00 � r o _ c � U Q O C U J L C o .; O 0 r` 0 0 N O U ❑ cv ° J ryNt LL w c` z ° W U a-�LL :D 1. n z0 ❑ J Z - ° Q ry = co (D LU CL CO _ 0- z Q0N N Revisions: Q Cl) Q�z Ur �:D.. z W Q a. 0 F-- w o o T .1� m U N v, U Q IF Project Number 06082a Date 03-19-07 Sheet Number A-1 1 A-2 e ARCHITECTURAL FLOOR PLAN SCALES 1/8' = F-0' ROOF PLAN A- 2 SCALES 1/8' = V-0' a D aD _UANUFT BLLUW I T', GENERAL NOTES & SPECIFICATIONS DIVISION ONE - GENERAL REQUIREMENTS SUMMARY OF THE WORK 1, THE WORK INCLUDES ALL NEW CONSTRUCTION AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS, 2, THE PERFORMANCE OF ALL CONSTRUCTI❑N SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, COUNTY, AND CITY CODES, RULES AND REGULATI❑NS. 3, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE, FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER OPERATI❑N OF THE WORK INDICATED, DIVISION FOUR - MASONRY SPLIT -FACED MASONRY 1, COLOR AND TEXTURE SHALL BE AS SELECTED BY OWNER FROM MANUFACTURER'S FULL LINE FOR EACH SPECIFIED FACE, 2, PROVIDE SPECIAL SHAPES WHERE REQUIRED FOR LINTELS, JAMBS, CORNERS, SASH, CONTROL JOINTS, HEADERS, B❑NDING, AND OTHER SPECIAL CONDITIONS, 3, USE MASONRY DETERGENT CLEANERS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS, D❑ NOT USE STEEL WOOL OR OTHER ABRASIVES, OR ANY PRODUCT CONTAINING UNBUFFERED HYDROCHLORIC ACID OR OTHER ACIDS, DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION MEMBRANE ROOFING 1, PROVIDE AN INSTALLED ROOFING MEMBRANE AND BASE FLASHING SYSTEM THAT DOES NOT PERMIT THE PASSAGE OF WATER, AND WILL WITHSTAND THE DESIGN PRESSURES CALCULATED IN ACCORDANCE WITH THE MOST CURRENT REVISION OF ASCE 7, 2, PROVIDE MANUFACTURER'S STANDARD GUARANTEE WITH SINGLE SOURCE COVERAGE. METAL COPING 1. PROVIDE COPING/FLASHING SYSTEM WHICH MEETS THE CRITERIA RECOMMENDED BY FACTORY MUTUAL RESEARCH CORPORATION'S (FMRC) REQUIREMENTS, 2, PROVIDE COPING/FLASHING SYSTEM TO MEET UPLIFT RATING REQUIRED FOR THE WALL THICKNESS INDICATED, 3, PROVIDE COPING/FLASHING WITH KYNAR 500 / HYLAR 5000 FINISH FROM MANUFACTURER'S STANDARD COIL -COATED C❑LORS, DIVISION EIGHT - DOORS AND WINDOWS DOOR AND FRAMES 1, PROVIDE DOORS AND FRAMES AS INDICATED ON THE DRAWINGS, 2, DOORS AND FRAMES SHALL CONFORM TO THE REQUIREMENTS OF ANSI A250,8 3, FIRE RATED DOORS AND FRAMES ARE INDICATED ON DOOR SCHEDULE AND SHALL BE LABELED BY UL OR WH, 2, PROVIDE BUILDER'S HARDWARE FOR THE DOORS AND OPERATIONS INDICATED ON THE DRAWINGS AND REQUIRED BY CODE. FURNISH OWNER 2 KEYS FOR EACH LOCK, 3, DOOR MANUFACTURER TO PROVIDE COMPLIANCE INFORMATI❑N FOR FBC WIND LOAD REQUIREMENTS AS NEEDED, WINDOWS AND STOREFRONTS 1, PR❑VIDE OPERABLE AND FIXED WINDOWS AND STOREFRONTS AS SHOWN ON THE DRAWINGS, 2, WINDOW/STOREFRONT MANUFACTURER TO PROVIDE C❑MPLIANCE INFORMATI❑N FOR FBC WIND LOAD REQUIREMENTS AS NEEDED, DIVISION NINE - FINISHES CEMENT PLASTER (STUCCO) i, APPLY P❑RTLAND CEMENT PLASTER (STUCCO) TO ANSI STANDARDS A42,2 AND A423, 2. LATHING AND FURRING TO COMPLY WITH ASTM-C841, PAINTING 1, PAINT ALL EXPOSED SURFACES UNLESS OTHERWISE INDICATED. 2, INTERIOR PAINT SCHEDULE CONCRETE, STUCCO AND MASONRY, 1 COAT WATERPR❑OFING MASONRY PAINT 1 COAT ELASTOMERIC WATERPROOF COATING EXTERIOR ALUMINUM, 1 COAT ZINC CHROMATE PRIMER 2 COATS FLAT ALKYD ENAMEL EXTERI❑R WOOD TRIM, 1 COAT EXTERIOR PRIMER UNDERCOAT 2 COATS EXTERIOR ACRYLIC EMULSION TILE 1, PROVIDE GLAZED CERAMIC WALL TILE THAT COMPLIES WITH ANSI A1371 2, INSTALL TILE AND GROUT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI A108,1 THROUGH A108,13, DIVISION TEN - SPECIALTIES CANVAS AND ALUMINUM AWNINGS 1, CANVAS SHALL BE 1007 EXTERIOR GRADE ACRYLIC FIBER 2, FRAMING SHALL BE V SQUARE ,125 ASTM B 221 ALUMINUM TUBING, WELDING TO AWS STANDARDS WITH WELDS GROUND SMOOTH, p M � E U ;zN .n a� 0 o 06 o z Jv o m f0 U- a > $ m 0 U N rLN ¢ O^ c o r a `- J ti Cl) M J 06 21 n U4) a) /CN CN 0 O2 U) 00 C o 0 z a� � ¢r 0 J O LL U_ C J J O J LL U .y 0 c 0 r` S N J w It O _lLL > M Z ° LU _ �� U L F Z0J -J o Z) U 00 0 = _ W d. M Z N (00 N Revisions: w 0 OW U- Q J J CL Z O� U- �0 U� DW M W LL 1� o Z nip Z U ry Q Project Number 06082a Date 03-19-07 Sheet Number A-2 ••�, , " ,, .JAI . '...' �.. 1:.• I SPLIT FACE MASONRY VENEER •PREFIN, METAL COPING ALUM, & CANVAS AWNING 1 4 2 EAST ELEVATION A — 3 SCALES 3/16' = F-0' SPLIT FACE MASONRY VENEER EXTERIOR LATEX PAINT ON CEMENT PLASTER I MOSAIC TILE INSERT EXTERIOR LATEX PAINT ON CEMENT PLASTER :•, 1 P4 1 NORTH ELEVATION A — 3 SCALES 3/16' = V-0' PAINTED HOLLOW METAL DOOR & FRAME PAINTED HOLLOW METAL DOOR & FRAME ALUM, GUTTER 5 ALUM, GUTTER 4 SOUTH ELEVATION A — 3 SCALES 3/16' = F-0' PREFIN, METAL COPING ALUM, & CANVAS AWNING ALUM, STOREFRONT SYSTEM SPLIT FACE MASONRY EXTERI❑R LATEX PAINT ON CEMENT PLASTER MOSAIC TILE INSERT Irf Tf"—f-`'i i—i TT'1 -T`�' TT1—I:. N yi�►�i�i♦i♦�i♦i►�♦ s�ioi�i�♦♦%iR"s�i�o�i� ► ♦���i��i♦i♦� �i♦♦♦i i♦i�o♦ioe��♦♦i♦i!'i 3 WEST ELEVATION A _ 3 SCALES 3/16' = F-0' EXTERIOR LATEX PAINT ON CEMENT PLASTER 1 PREFIN, METAL COPING ALUM, & CANVAS AWNING -7 SPLIT FACE MASONRY PREFIN, METAL COPING �N a� J04 J r X C E U O m ro m n $ a _ � o v Cn ti m U � 00 d ti N 2 O t- Q `^ C a J" n c� J 0LL d U� a m 0 N U C O i� c 0 Q � y� J O .J LL 00 U O C W O O O N 0 U _J —JLL p QM c� Z W U Q c > Q W = = p M J LL c� zJJ,,,,,,��2n� J Z J 0 �.. m Z N (DN a_ Revisions: U) Z _0 rn V W Z J 7 — J W ;4 I. — io m — ir o IF W I— X W Project Number 06082a Date 03-19-07 Sheet Number A-3 CONT. L4'X3' STEEL ANGLE PREFINISHED METAL C❑PING P.T, WOOD BLOCKING W/ 1/4' DIA. ANCHOR BOLTS @ 2'-0' D.C. GROUT FILLED KNOCKOUT BLOCK W/ 2-#4 CONT, SPLIT FACE MASONRY VENNER W/ GALV, TIES @ 16' ❑C. EA, WAY MEMBRANE R❑❑FING UP & OVER PARAPET BLOCKING STND. 8' C.M.U. CONST, W/ HORIZ, REINF, @ 16' ❑.C, & 1-#5 VERT, IN FILLED CELL @ 4'-0' ❑,C, MAX. 6 PARAPET DETAIL A-4 SCALES 1-1/2"=1'-0' GROUT FILLED KNOCKOUT BLOCK W/ 2-#4 CONT, PREFINISHED METAL COPING P.T. WOOD BLOCKING W/ 1/4' DIA, ANCHOR BOLTS @ 2'-0' D.C. 4' CANT MEMBRANE RO❑FING UP & OVER PARAPET BLOCKING RIGID INSULATION METAL DECKING (SEE STRUCTURAL DRAWINGS) BAR JOISTS (SEE STRUCTURAL DRAWINGS) COCRETE TIE BEAM (SEE STRUCTURAL DRAWINGS) 7 PARAPET DETAIL A-4 SCALES 6 _ A-4 ♦ 16'-0' -- MEMBRANE R❑❑FING ON TOP STEEL }: RIGID INSULATION & 7 METAL DECKING A-4 i^� A-4 -.. " 14'-8' 14'-8' f 7 = TOP OF STEEL I '{ ;: TOP OF STEEL I } A-4 SIM. II 13'-4' 13'-4' I 13'-4' TOP OF STEEL - TOP OF STEEL TOP OF STEEL ♦ it ♦ � ���"E, ` ♦ :, CON(, TIE BEAM 8'X16' I CON(, TIE BEAM 8'X16' CONC. TIE BEAM B'X16' i W/2-#4 T&B #3 TIES W/2-#4 T&B #3 TIES @ W/2-#4 T&B #3 TIES @ 24' ❑,C, (POCKET BEAM .I 24' O,C, (POCKET BEAM 24' O.C. (POCKET BEAM 4'X8' AT JOIST IUD / 4'X8' AT JOIST II 4'XB' AT JOIST LOCATIONS) I LOCATIONS) LOCATIONS) EXTERIOR LATEX PAINT EXTERIOR LATEX PAINT ON CEMENT PLASTER, TYP, II ON CEMENT PLASTER, TYP, BAR JOISTS ('K" SERIES) BAR JOISTS C'K' SERIES) STND, 8' C,M.U, CONST, W/ II STND, 8' C.M.U. CONST. W/ II SPLIT FACE MASONRY II HORIZ, REINF, @ 16' D.C. HORIZ, REINF, @ 16' ❑.C, VENNER W/ GALV, TIES MEMBRANE ROOFING ON & 1-#5 VERT, IN FILLED & 1-#5 VERT, IN FILLED @ 16' OC, EA, WAY ii RIGID INSULATION & CELL @ 4'-0' ❑,C. MAX. CELL @ 4'-0' ❑.C, MAX, 2' AIR SPACE, TYP, 7'-4' I STOREFRONT HEAD ♦ ALUMINUM STOREFRONT SYSTEM, TYPICAL MEMBRANE ROOFING ON RIGID INSULATION & METAL DECKING BAR JOISTS ('K' SERIES) / II 11 gh 7'-4' STOREFRONT HEAD ♦ 1 II A-5 ALUMINUM STOREFRONT SYSTEM, TYPICAL NEW 6' GUTTER & 4' DOWNSPOUT W/ HANGERS @ 5'-0' D.C. MAX. (TIE TO STORMWATER DRAINAGE SYSTEM - SEE CIVIL DRAWINGS) PREFINISHED METAL DRIP EDGE P,T, WOOD BLOCKING W/ 1/4' DIA, ANCHOR BOLTS @ 2'-0' D.C. MEMBRANE ROOFING RIGID INSULATION METAL DECKING (SEE STRUCTURAL DRAWINGS) BAR JOISTS (SEE STRUCTURAL DRAWINGS) COCRETE TIE BEAM (SEE STRUCTURAL DRAWINGS) 8 FLASHING DETAIL A-4 SCALES 7 A-4 � � ~ ♦� TOP OF STEEL A� VARIES TOP OF STEEL ' 4 CONC. TIE BEAM B'X16' W/2-#4 T&B #3 TIES @ 24' D.C. (POCKET BEAM 4'X8' AT JOIST LOCATIONS) II II II EXTERIOR LATEX PAINT ON CEMENT PLASTER, TYP, STND. 8' C.M,U, CONST, W/ II 8 II II HORIZ, REINF. @ 16' O.C. A-5 II & 1-#5 VERT, IN FILLED CELL @ 4'-0' ❑.C, MAX. STND, 8' C,M,U. C❑NST, W/ I A_5 HORIZ, REINF. @ 16' D.C. & 1-#5 VERT, IN FILLED u I CELL @ 4'-0' D.C, MAX. GLAV. MTL, FLASHING W/ WEEP HOLES @ 24' D.C, - KT'* WALL SECTION �-4 SCALES 1/2'=1'-0' STOREFRONT SILL 0'-0' 16 FINISH FLOOR I- 2 WALL SECTION A — 4 SCALEs MEMBRANE ROOFING ON RIGID INSULATION & METAL DECKING BAR JOISTS ('K' SERIES) SPLIT FACE MASONRY VENNER GALV, VENEER TIES @ 16' ❑C, EA, WAY 2' AIR SPACE, TYPICAL STND. 8' C,M,U, CONST, W/ HORIZ, REINF, @ 16' D.C. & 1-#5 VERT, IN FILLED CELL @ 4'-0' D.C, MAX. ALUMINUM STOREFRONT SYSTEM, TYPICAL EXTERIOR LATEX PAINT ON CEMENT PLASTER, TYP, 9 PLAN DETAIL A-4 SCALES SPLIT FACE MASONRY VENNER GALV. VENEER TIES @ 16' ❑C, EA. WAY a 2' AIR SPACE, TYPICAL STND, 8' C,M.U, CONST, W/ HORIZ. REINF. @ 16' D.C. & 1—#5 VERT, IN FILLED CELL @ 4'-0' O,C, MAX, K'10""NPLAN DETAIL A-4 SCALES 1-1/2"=1'-0' MEMBRANE ROOFING ON RIGID INSULATION & METAL DECKING 8 _ _ 12'-9 1/2' 1 TOP OF STEEL ��. CONC, TIE BEAM B'X16' ♦ J y Of W/2-#4 T&B #3 TIES @ �U 24' ❑.C. (POCKET BEAM 4'X8' AT JOIST LOCATIONS) EXTERIOR LATEX PAINT I r� ON CEMENT PLASTER, TYP, STND, 8' C,M,U, CONST. W/ I BAR JOISTS ('K' SERIES) HORIZ, REINF. @ 16' D.C. & 1-#5 VERT. IN FILLED CELL @ 4'-0' D.C. MAX, 40, ll; l 7'-4' I DOOR HEAD r I � 4 II A-5 II HOLLOW METAL DOOR & II FRAME II II II II 5 II A-5 II II II II II FINISH FLOOR tl A-5 -? �- o a I 0 ti 8 J 0 n CN MC rn ' U .J U- `-° a co > ^ Qo o - rn Cn co 00 N s 2 .� Q O ai 0 L a "' J Cl) J 0LL 7 UL .� U) 00 0 N LO w CCD o � z d coo c Q N J O LL U C O L0 O J L_JL J � U O C cc O S J 6r 0 _1 wt > M Z 0 UJI U o =`t�uJ. 5 J z0v� X CL OmJ 0 0 D Q W = m(D2 w n' It M M z N 00 (0N Revisions: U) Q Q O O WILL V Z f'- 0 �U U) 0 q J 0,5 J CL Project Number 06082a Date 03-19-07 Sheet Number A-4 r-l'N\ DOOR HEAD A-S SCALD 3'=1'-0' 2 DOOR JAMB A-S SCALES 3'al'-0' LINTEL SCHEDULE REINF. SPAN SIZE 6'-4' 8'X8' 2-#4B. 7'-4' S'X8' 2-#5B. 8'-0' 8'X16' 2-#4T, 2-#5B. 10'-0' B'X16' 2-#5T. 2-#6B. 12'-0' 8'X16' 2-#5T. 2-#7B, FOR LINTELS CARRYING FLOOR LOADS REFER TO STRUCTURAL DRAWINGS 'J' BEAD, SEALANT' & BACKER ROD, TYP. P.T. WOOD SHIM ALUMINUM ENTRANCE SYSTEM (HURRICANE RESISTANT) GLAZING (IMPACT' RESISTANT) CEMENT PLASTER W/ DRIP EDGE #5 VERTICAL REINF. IN GROUT FILLED CELL DOWELED INT❑ F❑OTING 8' CONCRETE MASONRY UNIT SEALANT & BACKER ROD, TYP, P.T. WOOD SHIM ALUMINUM ENTRANCE SYSTEM (HURRICANE RESISTANT) GLAZING (IMPACT RESISTANT) CEMENT PLASTER NOTE, THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4' IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2' FOR OTHER TYPES OF DOORS, RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 12 GLAZING (IMPACT RESISTANT) DOOR (SEE SCHEDULE) ALUM, THRESHOLD SET IN CONT, BED OF SEALANT<ANCHOR RECESSED - F.H. SCREWS IN EXPANSION SHIELDS AT 8' ❑.C.) FLOOR FINISH (SEE SCHEDULE) 4 _e. a e d a RUN FLOOR FINISH UNDER THRESHOLD • 3 DOOR THRESHOLD AJ5SCALEt 3'=1'-0' LINTEL _SCHEDULE SPAN SIZE REINF. 6'-4' 8'X8' 2-#4B. 7'-4' 8'X8' 2-#5B, 8'-0' B'X16' 2-#4T. 2-#5B. 10'-0' WX16' 2-#5T, 2-#6B. 12'-0' 8'X16' 2-#5T. 2-#7B, FOR LINTELS CARRYING FLOOR LOADS REFER TO STRUCTURAL DRAWINGS. FOR OPENING WITH SPAN LESS THAN 3'-4' WITH HOLLOW METAL FRAME NO LINTEL IS REQUIRED. SEALANT & BACKER ROD, TYP. HOLLOW METAL FRAME (GROUT SOLID) CEMENT PLASTER W/ DRIP EDGE r4_'\ND00R HEAD �-5SCALD 3'=1'-0' #5 VERTICAL REINF. IN GROUT FILLED CELL DOWELED INT❑ FO❑TING 8' CONCRETE MASONRY UNIT SEALANT & BACKER ROD, TYP, HOLLOW METAL FRAME (WITH STANDARD ANCHOR - GROUT SOLID) CEMENT PLASTER r5_'* DOOR JAMB A-S SCALES 3'=1'-0' NOTEi THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4' IN HEIGHT FOR EXTERI❑R SLIDING DOORS OR 1/2' FOR OTHER TYPES OF DOORS, RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 12 DOOR (SEE SCHEDULE) ALUM, THRESHOLD SET IN CONT. BED OF SEALANT(ANCHOR RECESSED - F.H. SCREWS IN EXPANSION SHIELDS AT 8' O.C.) RECESSED SLAB FOR TILE FLOOR WHERE OCCURS FLOOR FINISH (SEE SCHEDULE) e p; a De, a d p a RUN FLOOR FINISH UNDER o THRESHOLD K6* DOOR THRESHOLD A-S SCALEt 3'-1'-0' LINTEL SCHFy it F SIZE REINF, SPAN 6'-4' 8'X8' 2-#4B. 7'-4' 8'X8' 2-#5B. 8'-0' 8'X16' 2-#4T. 2-#5B. 10.'-0' 8'X16' 2-#5T. 2-#6B. 12'-0' 8'X16' 2-#5T. 2-#7B. FOR LINTELS CARRYING FLOOR LOADS REFER TO STRUCTURAL DRAWINGS SEALANT & BACKER ROD, TYP, P.T. WOOD SHIM ALUMINUM STOREFRONT SYSTEM (HURRICANE RESISTANT) GLAZING (IMPACT RESISTANT) CEMENT PLASTER W/ DRIP EDGE 7 WIND❑W HEAD A-S SCALD 3'=1'-O' #5 VERTICAL REINF. IN GROUT FILLED CELL DOWELED INTO FOOTING 8' CONCRETE MASONRY UNIT SEALANT & BACKER ROD, TYP. P.T. WOOD SHIM ALUMINUM STOREFRONT SYSTEM (HURRICANE RESISTANT) GLAZING (IMPACT RESISTANT) CEMENT PLASTER 8 WIND❑W JAMB A-S SCALE, 3'n1'-0' GLAZING (IMPACT RESISTANT) ALUMINUM STOREFRONT SYSTEM W/ FLASHING(HURRICANE RESISTANT) METAL PAN FLASHING GROUT FILLED CELL 8' CONCRETE MASONRY UNIT CEMENT PLASTER K9""N WIND❑W SILL A-S SCALD 3'nl'-O' DOOR & FRAME SPECIFICATIONS UAT['nTAI c, AL = ALUMINUM AG = ALUMINUM & GLASS HM = HOLLOW METAL SC = SOLID CORE WOOD WD = WOOD PH = PREHUNG WOOD STL = STEEL FINISHES FF = FACTORY FINISH P = PAINT ESP = ELECTR❑STATIC PAINT SV = STAIN/VARNISH GLASS G1 = 1/4' FLOAT G2 = 3/16' TEMPERED CLEAR G3 = 1/4' TEMPERED W/ WHITE CERAMIC FRIT HARDWARE NOTES 1. ALL HARDWARE TO BE LEVER HANDLED TO MEET REQUIREMENTS OF A.D.A. AND FLORIDA ACCESSIBILITY CODES, 2, BOTH SIDES OF ALL DOORS SHALL HAVE THE SAME ELEVATION WITH NO MORE THAN 1/2' DIFFERENCE ON EACH SIDE. DOOR AND FRAME SCHEDULE NO SIZE DOOR GLASS RATING HARDWARE NOTES FRAME REMARKS TYPE MAT, FIN. _iTPEJ MAT. FIN. A-1 6'-0' X 7'-0' SF AL FF G2 - 1,2 B AL FF - A-2 3'-0' X 7'-0' FL HM P - 3/4HR 112 A HM P - A-3 3'-0' X 7'-0' FL HM P - 3/4HR 1,2 A P - B-1 6'-0' X 7'-0' SF AL FF G2 - 1,2 B flHM FF - B-2 3'-0' X 7'-0' FL HM P - 3/4HR 1,2 A P - C-1 6'-0' X 7'-0' SF AL FF G2 - 1,2 B AL FF - C-2 3'-0' X 7'-0' FL HM P - - 1,2 A HM P - DOOR & FRAME TYPES SCALES 1/4'=1'-0' FLUSH STOREFRONT EL. � 4 1 A-5 A-5 5 2 A-5 A-5 A-5 A-5 WINDOW TYPES SCALES 1/4•=1'-0• FLORIDA PRODUCT APPROVAL NUMBERS AS REQUIRED BY FLORIDA STATUTE 553.842 AND FLORIDA ADMINISTRATIVE CODE 9B-72, THE FOLLOWING IS A LISTING OF THE EXTERIOR COMPONENTS & CLADDING MATERIALS PROPOSED FOR USE IN THE CONSTRUCTION OF THIS PROJECT, AND THEIR RESPECTIVE PRODUCT APPROVAL NUMBERS. CATEGORY SUB CATEGORY DESIGN TEST MANUFACTURER NAME MODEL # OR NAME SERIES GLASS ATTACHMENT APPROVAL APPROVAL ENTITY EXPIRATION PRESSURE PRESSURE TYPE/SIZE METHOD NUMBER DATE SINGLE -PLY FULLY ADHERED ROOFING ROOF SYSTEMS -68.5 PSF -75.0 PSF GENFLEX ROOFING SYSTEMS GENFLEX TP❑ - - OVER MECHi FL 1061-R1 MIAMI-DADE BCC❑ 7/17/07 FASTENED INSUL. PANEL WALLS STOREFRONTS -33.1 PSF -65.0 PSF KAWNEER COMPANY, INC. TRIFAB VG 450 - 1/4' TEMP. TAPCON FL 6001.1 ARCHITECTURAL CODE 32'X68' TESTING, INC. CHANGE EXTERIOR SWINGING EXT. -33.1 PSF -65.0 PSF KAWNEER COMPANY, INC. TRIFAB 450 W/ _ 1/4' TEMP. TAPCON FL 7237.1 MIAMI-DADE BCC❑ CODE DOORS ASSEMBLIES 350 ENTRANCE DOORS 28'X75' CHANGE EXTERIOR SWINGING EXT. DOOR -33.1 PSF -70.0 PSF AMWELD BUILDING 15LE DOORS - - SCREWS FL 5753.1 INTERTEK TESTING CODE DOORS ASSEMBLIES PRODUCTS LLC SERVICES CHANGE THE FOLLOWING STRUCTURAL COMPONENTS ARE COMPRISED OF MATERIALS OR PRODUCTS WHICH ARE ASSEMBLED OR PLACED IN THE FILED. COMPLIANCE WILL BE DEMONSTRATED BY A BATCH TICKET OR BILL OF LADING MADE AVAILABLE AT THE SITE OF ASSEMBLY OR PLACEMENT, EXEMPTED PRODUCTS METAL ROOF DECKING, K-SERIES OPEN WEB STEEL JOISTS, CAST -IN -PLACE CONCRETE & CONCRETE MASONRY UNITS 5 _ce) o Q 0 _ 8 U� m Ui as ' J= � rn ca c C c0 � a > o ~ v/ ti L � N oV d o EL M Cn J 0 U o� 0 LO C0 o D c � U y J O ii 8� c LO O J O J U O c > 0 r- 0 0 N O .J LO co Z W : W � Q Z O Ca= (n J In LPL.. E3 0 U == m(D= Q W Q" `� cry CL z N (0N Revisions: U) J Q0W = 0Z0,5 Z � 3: 0 w N E5 C.6 W 9 _J MD W O O J Q Lu .1 M OFF - 2 U U) Project Number 06082a EDate 03-19-07 Sheet Number A-5 1 I 1 11 1 1 1 _ 130'-8" 9'-01, 3'--4' 48'-4' 3'-4" 26'-8' 3'-4' 36'-8" 3 1 3 1 3 1 S-2 S-2 S-2 S-2 9 ----------_-----_. — —--------------— — — — — — — — — — — — — — — — — ------ — — — — --------- S-2 I '.. '� I I I•I I I.I I I I•I ' I A BE POURED RETHIS AREA D REDATALATER DATEI . I FINISH FLOOR E:i.EV1 ICN SHALL COMPLY WI"I'li ENGINEERED DESIGN I,I AND/OR CITY OF ZF.PHYRHILLS S-2 I ORDINANCE I I �•I CU it l I I I I I s-2 I I I I I I I I•I •• • .1 P,•49•• • • • • • • ••10•• • •• ----....------.---L 9 2 1 9 2 3 2 9 9 2 3 9 1 3 2 9 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S-2 S- S-2 S-2 S-2 37'-4" 6'-4° _ 43 -4' 6'- 4' 20'-8' 6'-4" 10'-4" 0 7 I it.l S-2 130'-8' 1 FOUNDATION PLAN S —1 SCALES 1/8' = 1'-0' 130'-8' TOP OF STEEL EL. 12'-9 1/2' aD 8 S-2 36 X36' R OF CUB FOR FUTURE VERIFY W/ MFGN j� � II II II II II II II II 36 X36' R)OF� CUB FOR FUTURE — SU PLY F N (V RIFY / MFG.) ROOF CURB FOR ROOF CURB FOR FUTU E RTU' FUTURE RTU'S (APPR X, 3'-1 X (APPR❑ , 4'-2' X 5'-7' TYP, 2) 6'-6' 1 YP. 2) m s Y OD Cu M 6 \—TOP OF STEEL 6 S-2 EL, 13'-4' S-2 130'-8" Z ROOF FRAMING PLAN S — 1 SCALE, 1/8' = 11-0' a� FOUNDATION NOTES & SPECIFICATIONS 1, FINISHED FLOOR ELEVATION = DATUM EL,+O'-O'(FOR ACTUAL ELEVATION REFER TO SITE PLAN.) 2. ELEVATION TOP OF COLUMN AND WALL F❑OTINGS -1'-4' BELOW FIRST FLOOR DATUM, 3, FUTURE SLAB ON GRADE TO BE 4' THICK REINFORCED WITH WWF 6X6-W1.4XW1,4 CENTERED IN SLAB. PLACE SLAB ON 6 MIL POLYETHELENE VAPOR BARRIER, 4. PROVIDE 1' DEEP SAW CUT CONTRACTION CONTROL JOINTS IN SLAB ON GRADE (6-12 HOURS AFTER POUR) IN EACH DIRECTION TO FORM APPROXIMATELY EQUAL PANELS NOT EXCEEDING 12 FEET IN EACH DIRECTION. 5. PROVIDE #5 VERTICAL REINFORCING IN MASONRY WALLS AT LOCATIONS INDICATED ON PLAN. DOWEL VERTICAL BARS INTO FOOTING AND LAP 30' AT INTERMEDIATE SPLICE LOCATIONS, HOOK BARS INT❑ TIE BEAM AT ROOF LEVEL OR EXTEND BARS INTO PARAPET WHERE APPLICABLE, 6, PROVIDE VERTICAL CONTROL JOINTS IN MASONRY WALLS AT L❑CATIONS INDICATED THUS 'CJ' ON PLAN, 7. ALL STEEL COLUMNS SHOWN ON PLAN ARE TS4X4X1/4 WITH BASE PLATE 10'X10'X3/4', FOR COLUMN BASE DETAIL, SEE SECT,6/S31 I ROOF FRAMING NOTES & SPECIFICATIONS I 1. ROOF CONSTRUCTI❑NI 22 GAGE, 1 1/2' FLUTED METAL DECK (PAINTED) WITH RIGID INSULATION AND MEMBRANE ROOFING SUPPORTED BY OPEN WEB STEEL JOISTS C 4'-0' O,C. (SLOPING), 2, REFER TO PLAN FOR JOIST BEARING ELEVATIONS, 3, ELEVATION TOP OF STEEL BEAMS INDICATED THUS (+ ) ON PLAN REFERENCED TO FIRST FLOOR DATUM, 4. PROVIDE ANGLE FRAME L4X4X1/4 AT 4 SIDES OF ALL ROOF OPENINGS LARGER THAN 6'X6', EXTEND ANGLE TO FRAME BETWEEN JOISTS. 5, PROVIDE ANGLE FRAME L4X4X1/4 BENEATH PERIMETER ROOF CURB OF ALL ROOF TOP MECH, UNITS (REFER TO MECH, DWGS, FOR LOCATION), COORDINATE SIZE AND L❑CATION WITH MECH. EQUIPMENT MANUFACTURER, EXTEND ANGLES TO FRAME BETWEEN J❑ISTS, -,6, PROVIDE H❑RIZONTAL JOIST BRIDGING Ll 1/4X1 1/4X1/8 AT TOP AND BOTTOM CHORD OF JOISTS SPACED IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS, LINE OF JOIST BRIDGING NEAREST MIDSPAN TO BE DIAGONAL BRIDGING WITH BOLTED CONNECTIONS AT THE CHORDS AND INTERSECTIONS. IN ADDITI❑N, PROVIDE DIAG❑NAL CROSS BRIDGING AT i EXTERIOR END 3 J❑IST PANELS, PROVIDE SINGLE ROW OF HORIZONTAL JOIST BRIDGING AT FIRST PANEL P❑INT OF JOIST BOTTOM CHORD FOR `. UPLIFT REQUIREMENTS. w U� 2 $ 0O 06 � n C c a co " S o CO 6 00 n L N 2 Q 0 a� 0 L LL 0 o� U° •— in 0 0 N cn' ago z 0 oLll N U J C O J � LL 06 U O C cc ti O O N crUJ o -J z O LLJ.. - W co LL 5 J Z0Cl) Q :3 Q U = momItt W a' M = a- z N UJ Q0N Revisions; L— Q f 0 06 Z . Z o z 0 F- Q a. 0 ; -� q io o 177 D 0 LL LL Project Number 06082a Date 03-19-07 Sheet Number S-1 EXTERIOR WALL BASE DETAIL SCALEd/2'=1'-0' STEPPED FOOTING DETAIL SCALEd/2'=1'-0' GLAV. MTL. FLASHING W/ STND, 8' C.M.U. WEEP HOLES @ 24' D.C. CONST. W/ HORIZ, REINF. @ 16' D.C. & 1-#5 VERT, IN 0'-0' II FILLED CELL @ FINISH FLOOR 4'-0' ❑,C, MAX, FILL SOLID WITH GROUT TERMITE 4' THICK CONC, SLAB TREATED REINFORCED W/ WWF COMPACTED 6X6-W1,4XW1,4 S❑IL 20'X12' CONC, FTG, _ J REINF, W/ 2-#5 • BOTTOM, TYP, 6 9/161 11'-1 1/4'1 1 6 3/16' 9 EXT, WALL BASE @ VENEER S--2 SCALEd/2'=1'-0' ('-2"'�STOREFRONT BASE S J-2 SCALEd/2'=1'-0' BY OTHERS SIDEWALK #4t=- _ _- -- F❑R C❑NTIN, SEE WALL SECTIONS 3 SECTION AT ENTRY S - Z SCALEd/2'=1'-0' NOTE, FOR ROOFING & FLASHING DETAILS P,T.(1)-2XS PLATE REFER TO ARCH. DWGS, W/1 DIA.X9' ANCHOR BOLTS CONT,L2X2X1/8 SP,@ 4'-0'O,C. J (WELD DECK @ 6'O.C.) GROUT FILLED KNOCKOUT BLK, W/2-#4 CONT, EL.+18'-0' EL.+13-4' Cu 3/16 1 1/2 CONT,L4X3X1/4 W/5/ 'DIA,EXP,BOLTS cu �� EL.+15'-4' SP.@ 24'0,C,(3'EMBED.) (WELD DECK @ 6'O.CJ JOIST BEARING I• 'K' JOIST • CONC,7IE BEAM M - oe 8'X16' W/2-#4 T&B I EMBED PL. #3 TIES @ 24'O.C. CON(. TIE BEAM "X4`X3/ ' �\ W/2-1/2'X6' 8'X24' W/2-#4 STUDS T&B #3 TIES @ �� SP,@ 5'O.C, 24' D.C. (POCKET GROUT BLK,S LID - - BEAM 4'XS' AT AT EXP,BOLTS JOIST LOCATIONS) I., CONT.HORIZ,BRIDGING WALL REINAT FIRST PANEL POINT WALL REINF, /4X W/2-5/8DIA.EXP .BOL S HK,10' INTO HK.10' @ SP,@ 6'0,C.(3'EMBED,) Ill TIE BEAM PARAPET AT JOIST BRIDGING LINES "6 JOIST BEARING AT FRONT WALL S-2 SCALEi1/2'=1'-0' PAINTED K JOIST -- 7"`" @ END 3 PANELS 7 ROOF CONSTRUCTION DETAIL S-2J SCALE4/2'=1'-0' #4 T CONT. - - - - - - - - - //\/ o\�/\\�% I I 4 SIDEWALK EDGE DETAIL S - Z SCALEi1/2'=1'-0' NOTE, FOR ROOFING & FLASHING DETAILS REFER TO ARCH, DWGS. P,T,(1)-2X8 PLATE W 2'DIA,) 9' ANCHOR BOLTS SP,@ 4'-0'O.C. cu EL.+14'-B' N JOIST BEARING EMBED PL, B'X4'X3/8' W/2-1/2'X6' AI)STUDS SP.@ 5'O.C. WALL REINF. W/2-#4 T&B #3 TIES @ 24'O.C, POCKET BEAM 4'X8' AT JOIST LOCATIONS HK,10' INTO TIE BEAM CONT.L2X2X1/8 WELD TO JOISTS (WELD DECK @ 6'❑.C.) 16 4 1/2 'K' JOIST CONT.HORIZ. g JOIST BEARING AT REAR WALL S-2 SCALE4/2'=1'-0' STRUCTURAL NOTES & SPECIFICATIONS SITE PREPARATION 1. STRIP AND GRUB ALL VEGETATION, DEBRIS, AND OTHER DELETERI❑US MATERIAL WITHIN THE STRUCTURE FOOTPRINT PLUS A MARGIN OF 5 FEET, 2. THE CLEARED SURFACE SHALL BE PROF ROLLED USING APPROPRIATE COMPACTION EQUIPMENT FOR SITE AND SOIL CONDITIONS, SUFFICIENT PASSES SHALL BE MADE TO DEVELOP A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) TO A DEPTH OF 24 INCHES BELOW THE COMPACTED SURFACE, 3. AFTER COMPLETION OF PROOF ROLLING, APPROVED CLEAN FILL MATERIAL SHALL BE ADDED AS REQUIRED IN LEVEL LIFTS NOT EXCEEDING 12 INCHES IN UNCOMPACTED THICKNESS. EACH LIFT SHALL BE COMPACTED TO ACHIEVE AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1557). FILLING AND COMPACTION SHALL CONTINUE UNTIL FINAL GRADE ELEVATIONS ARE ATTAINED. 4, EXCAVATE FOR COLUMN AND WALL FOOTINGS TO THE SPECIFIED ELEVATIONS AND VERIFY IN PLACE COMPACTION, COMPACT EXCAVATED SUBGRADE BEARING SURFACES AS REQUIRED TO ACHIEVE A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) TO A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF F❑❑TINGS. 5, ALL PREPARED AND COMPACTED AREAS SHALL BE OBSERVED AND TESTED BY A REPRESENTATIVE OF A CERTIFIED GE❑TECHNICAL ENGINEER, FOUNDATION NOTES 1. ALL FOOTINGS SHALL BEAR ON CONTROLLED COMPACTED SUBGRADE HAVING A MINIMUM BEARING CAPACITY OF 2500 POUNDS PER SQUARE FOOT, 2, MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE VERTICAL TO TWO HORIZONTAL, 3, CONSTRUCTION JOINTS IN WALLS OR GRADE BEAMS SHALL BE VERTICAL JOINTS LOCATED A MINIMUM DISTANCE OF 4'-0' FROM ANY WALL OPENING AND APPROXIMATELY MIDWAY BETWEEN COLUMNS OR SUPPORTS. 4. NO BACKFILLING AGAINST WALLS SHALL BE DONE UNTIL CONCRETE HAS ATTAINED FULL STRENGTH AND SUPPORTING FLOORS ARE IN PLACE OR WALLS HAVE BEEN ADEQUATELY BRACED, 5, SLABS ON GRADE SHALL BE PLACED ON CONTROLLED COMPACTED FILL DENSIFIED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D 1557, 6, PROVIDE CONTRACTION CONTROL JOINTS IN SLABS ON GRADE AT DESIGNATED LOCATIONS SHOWN ON PLAN. 7, FOR LOCATION OF FINISH DEPRESSIONS IN SLABS ON GRADE, IF APPLICABLE, REFER TO ARCHITECTURAL DRAWINGS, CONCRETE NOTES 1. ALL CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING CODE (318-99). 2, ALL CONCRETE SHALL BE 3000 PSI CONTROLLED NORMAL WEIGHT CONCRETE UNLESS OTHERWISE NOTED ON DRAWINGS, 3, ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, 4, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 5. CONCRETE COVERING FOR REINFORCING STEEL SHALL BE A MINIMUM OF 3/4, FOR SLABS, 1 1/2' FOR BEAMS AND COLUMNS, 1 1/2' FOR FORMED SURFACES EXPOSED TO EARTH OR WEATHER, 3' FOR FOOTINGS AND BEAMS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, 6, CONTRACTOR SHALL VERIFY SIZE AND L❑CATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE SUBMITTED T❑ THE STRUCTURAL ENGINEER FOR APPROVAL. 7, ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 43 BAR DIAMETERS. LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS UNLESS OTHERWISE NOTED, HOOK ALL TOP BARS AT DISCONTINUOUS ENDS. STRUCTURAL STEEL NOTES 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A572, GRADE 50 UNLESS OTHERWISE NOTED, STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A53, TYPE S, GRADE B, STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B (Fy = 46 KSI), 2, DETAILING, FABRICATION AND ERECTION OF STEEL SHALL CONFORM TO THE MANUAL OF STEEL CONSTRUCTION (9TH ED.)(ALLOWABLE STRESS DESIGN). 3, ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. 4. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY,AWS D1,1 STRUCTURAL WELDING CODE -STEEL, 5. FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325N HIGH STRENGTH BOLTS UNLESS OTHERWISE NOTED ON DRAWINGS. 6. BEAM CONNECTIONS SHALL BE ADEQUATE TO SUPPORT ONE HALF THE TOTAL UNIFORM LOAD CAPACITY FOR THE GIVEN SIZE AND SPAN OF BEAM, ALL BOLTS SHALL BE A MINIMUM OF 3/4' DIAMETER. 7, ALL STEEL SHALL RECEIVE A SHOP COAT OF PAINT EXCEPT CONTACT SURFACES OF SLIP CRITICAL HIGH STRENGTH BOLTS AND SURFACES TO BE WELDED, STEEL JOIST NOTES 1, DESIGN, FABRICATION, AND ERECTION OF OPEN WEB STEEL JOISTS SHALL CONFORM TO STEEL JOIST INSTITUTE'S STANDARD SPECIFICATIONS, ROOF JOIST DESIGN SHALL BE MODIFIED AS REQUIRED TO PROVIDE A NET UPLIFT LOAD CAPACITY ❑F 25 PSF, JOIST MANUFACTURER SHALL SUBMIT AFFADAVIT BY A FLORIDA LICENSED PROFESSIONAL ENGINEER CERTIFYING CONFORMANCE WITH DESIGN LOAD CRITERIA, 2, PROVIDE TOP AND BOTTOM CHORD JOIST BRIDGING SIZED AND SPACED TO MEET THE STEEL J❑IST INSTITUTE SPECIFICATIONS MODIFIED AS REQUIRED BY UPLIFT DESIGN, USE HORIZONTAL BRIDGING THROUGHOUT EXCEPT THAT DIAGONAL CROSS BRIDGING SHALL BE COMBINED WITH HORIZONTAL BRIDGING AT THREE CONSECUTIVE PANELS ADJOINING EXTERIOR WALLS, ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON JOISTS. 3, CONCENTRATED HANGER LOADS, SUCH AS HEAVY PIPES, MECHANICAL EQUIPMENT, ETC„ NOT SHOWN ON DRAWINGS, WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. SUCH LOADS IF PERMITTED, SHALL BE SUPPORTED AT JOIST TOP CHORD PANEL PONTS, MASONRY NOTES 1, ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530-99/ A,S.C.E. 5-99/TMS 402-99 AND ACI 530.1-99/A,S,C.E, 6-99/TMS 602-99, 2, ALL CONCRETE MASONRY SHALL BE NORMAL WEIGHT UNITS CONFORMING To ASTM C90. TYPE N-II WITH A MINIMUM MASONRY COMPRESSIVE STRENGTH, f'M = 1500 PSI AT 28 DAYS, 3. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AND SHALL CONFORM TO ASTM C270, TYPE S, 4, COARSE GROUT SHALL HAVE A 3/8' MAXIMUM SIZE AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. SLUMP MEASURED IN ACCORDANCE WITH ASTM C143 SHALL RANGE BETWEEN 8' AND 11'. 5, PROVIDE VERTICAL REINFORCING AS SHOWN ON DRAWINGS. DOWEL ALL VERTICAL BARS INTO FOOTINGS, LAP BARS 48 DIAMETERS AT SPLICE LOCATIONS, AND HOOK BARS INTO TIE BEAM AT ROOF LEVEL, 6, PROVIDE GROUT FILLED KNOCKOUT BLOCKS AT LOCATIONS INDICATED WALL SECTIONS, LAP ALL BARS 48 DIAMETERS AT SPLICE LOCATIONS, 7, FILL BLOCK WALLS SOLID WITH COARSE GROUT AT ALL REINFORCED CELLS AND AT DESIGNATED LOCATIONS SHOWN ON DRAWINGS, MORTAR ALL CROSS WEBS OF CELLS RECEIVING GROUT AND MAINTAIN 3' MINIMUM CLEAR CELL OPENINGS AND MINIMUM CLEAR AREA OF 10 SQ.IN, B. FOR HIGH LIFT GROUTING, PR❑VIDE CLEANOUT OPENINGS AT BOTTOM OF ALL GROUT FILLED CELLS (ALTERNATE CELLS AT SOLID GROUTED WALLS). 9, HORIZONTAL JOINT REINFORCING SHALL BE STANDARD WEIGHT, LADDER TYPE REINFORCING CONSISTING OF #9 GAGE LONGITUDINAL AND TRANSVERSE RODS SPACED AT VERTICAL INTERVALS NOT EXCEEDING 16'O.C. CROSS RODS TO BE SPACED 16'0,C, LAP LONGITUDINAL RODS AT LEAST 8' AT SPLICE L❑CATIONS, 10.PROVIDE PRECAST CONCRETE LINTEL BEAMS OVER ALL EXTERIOR AND INTERIOR MASONRY WALL OPENINGS UNLESS OTHERWISE NOTED. TOTAL LOAD DEFLECTION NOT TO EXCEED L/360, ILPR❑VI➢E TEMPORARY BRACING OF MASONRY WALLS AS REQUIRED DURING CONSTRUCTION. LIVE LOADS FLAT ROOF 20 PSF WIND LOADS (FLORIDA BUILDING QQDE 2004) BASIC WIND SPEED = 130 MPH FLAT ROOF IMPORTANCE FACTOR, II = 1.0 EXPOSURE B INTERNAL PRESSURE COOEFICIENT t0,18 ✓� MAIN FRAME END ZONE, 2a = 11.0' COMPONENTS & CLADDING END ZONE, a = 5.5' MAIN WIND FORCE RESISTING SYSTEM PER A,S.C.E, 7-02 HEIGHT (FT) HORIZ.WIND PRESSURE(INT,ZONE) HORIZ.WIND PRESSURE(END ZONE) 0-30 15,9 PSF 23,9 PSF COMP❑NENTS AND CLADDING - EFFECTIVE WIND AREA C 10 SF, HEIGHT (FT) H❑RIZ,WIND PRESSURE(INT,ZONE) HORIZ.WIND PRESSURE(END ZONE) 0-30 +24,8/-26,9 PSF +24.8/-33,1 PSF HEIGHT (FT,) VERTICAL WIND PRESSURE AT ROOF a 0-30 ZONE 1 +11.0/-27.1 PSF ZONE 2 +11.0/-45.5 PSF a F21 ZONE 3 +11.0/-68.5 PSF OVERHANG ZONE 2 -39.1 PSF ZONE 3 -64,4 PSF PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES RESPECTIVELY, ti T rO \, o Q 8 U� rn $ v J rn C M U- d O @ C V♦ N c � Q o c o JLL M M J 0 Lb U� a > o o" LO cn 0 z co v c Q J oLL U G J O U. U C m 0 r` CN N 04 � J � o to LL -1 o > M z U ¢W-J.. 0 J zpcn F- Or �mJ Z Q O m (D= _ w CL M 0- z N �UJ N Revisions: Project Number E: 06082a Date 03-19-07 Sheet Number S-2 i i' CONNECT TO M, SAN, SEWER, PLUMBING CONTRACTOR TI VERIFY L❑CAT: CONNECT TO CITY WATER As r' PI .. d• AN .. CONNECT TO MAIN SAN, SEWER, PLUMBING ^^ -^ � 3 -� SNAITARY RISER DIAGRAM SCALES N.T.S. 1 PLUMBING PLAN P — 1 SCALES 1/8' = 1'-0' aD FROM BUILDING B I .DING B 4L. GREASE INDER =N T CONNECT TO CITY WATER PLUMBING NOTES & SPECIFICATIONS 1, PLUMBING PIPING SHALL BE SCHEDULE 40 PVC EXCEPT WHERE NOTED, 2. INSTALL ALL PLUMBING AS PER 2004 STANDARD PLUMBING CODE AND LOCAL AUTH❑RITY HAVING JURIDICTION. 3. ALL WATER PIPING ABOVE GROUND SHALL BE TYPE L HARDDRAWN COPPER PIPE. 4. ALL WATER PIPING BELOW GROUND SHALL BE TYPE L SOFTDRAWN COPPER PIPE, TO FUTURE TENANT DOMESTIC WATER RISER DIAGRAM SCALES N.T.S. PLUMBING SITE PLAN TO EXIST. MAIN SEWER LINE TO CITY WATER SCALES 1'=50'-0' TO FUTURE TENANT TO FUTURE TENANT ---7 �8 8 U� �N 0 J N C M G C cri d O C� N L � Q O� a J CV) J LL 0 vl a U �- >� U) o (n00 13 a 0 > I J C C J 0 LL C C O J LJL 06 V O O O N O J LL w- aNtw ;M weo UJ Q �DLL J Zpcn J o �Q� W C' M a- z N cON Revisions: QQ� 06 a C� Z_ ozo a (D Q 4 J 0 W a T� �o M� W J =) CL Project Number 06082a Date 03-19-07 Sheet Number P-1 I -- - — I - _— . -L—. - - - - - - - - - - - - - - - - . . . ............. - - - - - - - lL�]"'� 36'X36' ROOF CURB FOR FUTURE EXH, FAN (VERIFY _ W/ MFG,) �-11 II II 1�-a..a-�1 II II II II 36'X36' ROOF = J CURB FOR FUTURE L �---� SUPPLY FAN (f— — —d (VERIFY W/ MFG.) N 11 ROOF CURB F❑R ROOF CURB FOR FUTURE RTU'S FUTURE RTU'S PROVIDE ROOF CURB {� U (APPR❑X, 3'-1' X 5 FOR FUTURE UNITS (APPROX. 4'-2' X TYPICAL. VERIFY � II �-7 TYP. 2) 6'-6' TYP, 3) L❑CATI❑N WITH L = J ROOF FRAMING PLANS SHELL SPACE -=9 II II ' II I1I' `------- — — —I `------------J—_._.------- `----------------� 1 MECHANICAL PLAN SCALES 1/8' = 1'-0' Q D 18 G.A. 1-1/8 WIDE S,S, HURRICANE STRAP, 36' D.C. 1/4' S.S. BOLT WITH FLAT & LOCK — WASHER (TYP.) TYPICAL ROOFTOP UNIT - FUTURE —CONT, P.T. BLOCKING FULL PERIMETER ROOF CURB ROOF v, AND WASHERS ON 24' CENTERS. (MINI THREE REQUIRED PER SIDE). TYPICAL HURRICANE STRAP ON RTU CURB SCALES N.T.S. -0 CD O C a- 0 �8 rn n JN T f~ O U C c o - C° > o CDa O f0 . t- 7 � N C c o t d ch J 0LL 7 •- 65 0. N C b r C d Q to J 0 LL U C O J O T Q�j J LJL U O C f0 O O O N O iY J O J LL z LLl > M o U ¢Ji 5 J z0J � 0 J p Q U = m(2 w a- M a- z N CDN Revisions: Project Number 06082a Date03-19-07 Sheet Number M-1 30A DISC. FPR IRRIGATION PUMP VERIFY LOCH �T TION� RiGAL SERVICE H-1,3 AND METERS B �H.. PNL 'A" - r\P B PNL 'B' B - - - - - - - - - - - — `-- - - -_ - - - --- - — - — - C A-2 ® J A-5 36'X36' ROOF ""°�� CURB FOR ( SUTURE EXH, FA (VERIFY W/ MFG.) C A_2 (� J r- B-2 J B-5 C II II �I J B PNL 'C II II II II II II LL--JJ-36'X36' ROOF II II II �I c-s II II CURB FOR FUTURE JJ ROOF CURB FOR FUTURE RTU'S (APPROX. 4'-2' X 6'-6' TYP. 2) A-2 t- - J JRDDF J SUPPLY FAN (VERIFY W/ MFG.) A-1 I� s II II II A II II = J r s 71 II II II II CURB FOR FUTURE RTU'S (APPROX, 3'-1' X 5'-7' TYP. 2) A B-1 J A C-1 J C-2 A II II L= J A A A J J J H-2 VIA TC A-2 A_3 H-4 VIA TC B-2 B-3 C-2 C-3 C® C® C® J J J - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - 4' FLOUR STRIP UNDER CANOPY PANEL A SQ_D TYPE,_ QD_ NEMA,__ 1 _ MTD,__ SURF. SPACES,____42 V❑LT,_ lEQ[24Q_ PH,__1 WIRES,___4GRN, BAR, ----YES AMPS,__ 600MAIN_ BREAKER FEEDER WIRES, CIR AMP P LOAD VA WIRE CIR AMP P LOAD VA WIRE 1 20 1 LIGHTS .84 3-#12, 1/2'C 2 20 1 EXIT/EMER. LIGHTS .3 3-#12, 1/2'C 3 20 1 J-BOX FOR SIGN .18 3-#12, 1/2'C 4 5 20 1 RECEPT. .18 3-#12, 1/2'C 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1 40 41 1 42 TOTAL CONNECTED LOAD = 1,140/240 = 4.7 AMPS 1 ELECTRICAL PLAN E -1 SCALES 1/8' = 1'-0' a p HOUSE PANEL PANEL H SQ.D TYPEi_QO__ NEMAl__ 1 _ MTDl__ SURF, SPACES, .... 42 V❑LT,_J;RQ/ 4Q_ PH,__! WIRES ___4GRN, BARi ---- YES AMPS,__ 100A ,_ MAIN_ BREAKER FEEDER WIRESt CIR AMP IP LOAD VA WIRE CIR AMP P LOAD VA WIRE 1 30 12 IRRIGATION PUMP 1.5 3—#10, 3/4'C 2 20 1 CANOPY LTS .72 3—#12, 1/2'C 3 1 4 20 1 CANOPY LTS .96 3—#12, 1/2'C 5 6 7 8 9 10 11 A 12 TOTAL CONNECTED LOAD = 3,180/240 = 13.25 AMPS PANEL B S_Q.D _ TYPE,__Q❑_ NEMAI__ 1 _ MTD,SURF,SPACES, ____42 V❑LT,_j�Q/4Q_ PH,__1 WIRES,___4GRN, BAR, ---- YES AMPS,__200_,_ MAIN -BREAKER FEEDER WIRES, CIR AMP P LOAD VA WIRE CIR AMP P LOAD VA WIRE 1 20 1 LIGHTS .42 3-#12, 1/2-C 2 20 1 EXIT/EMER, LIGHTS .3 3-#121 1/21C 3 20 1 J-BOX FOR SIGN .18 3-#12, 1/2'C 4 5 20 1 RECEPT. .18 3-#12, 1/2'C 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 E39 41 42 TOTAL CONNECTED LOAD = 1,080/240 = 4.5 AMPS LOAD CALCULATION PANEL H = 3,180 A = 1,140 B = 1,080 C = L080 6,480/240 = 27 AMPS 2-SETS OF 3' COND W/ 3-#500 MCM THHN HOUSE UNIT A HOUSE PANEL 00 LIGHTNING ARRESTOR 100/2 600/2 SERVICE BDISC/C ONNECT _L_� UNIT B SWITCH O 800 AMP 3-#3 THHN, 1#8 THHN 120/240V EQ. GRD, IN 1' NIPPLE 1PH, 3W 200/2 UNIT C O LIGHT FIXTURE SCHEDULE MARK TYPE FINISH LENS VOLT LAMP MANUF, CATALOG REMARKS 8' FLUOR 75W (96') A SURF, STRIP WHITE N/A 120V SLIMLINE LITHONIA C 2 96 B SURF, MOUNTED ROUND FIXTURE WHITE N/A 120V 1-22W LITHONIA AS SELECTED C EXIT LIGHT WHITE RED STENCIL 120V N/A LITH❑NIA LQM S W 3 R EL N 2-8W D BATTERY PACK WHITE N/A 120V TUNGSTEN LITHONIA ELU2 HALOGEN PANEL C SQ.D TYPE,__29__ NEMA,__ 1 _ MTD,__ SURF. SPACES, 42 VOLT_1BQ[E4Q_ PH,__1 WIRES, ... 4GRN. BAR,___ YES AMPS,__ a00_,_ MAIN_ BREAKER FEEDER WIRES, CIR AMP P LOAD VA WIRE CIR AMP P LOAD VA WIRE 1 20 1 LIGHTS .42 3-#12, 1/2'C 2 20 1 EXIT/EMER. LIGHTS .3 3-#12, 1/2'C 3 20 1 J-BOX FOR SIGN .18 3-#12, 1/2'C 4 5 20 1 RECEPT. .18 3—#12, 1/2'C 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 I40 42 TOTAL CONNECTED LOAD = 1,080/240 = 4.5 AMPS 200/2 #2/0 GRD. ELECTRODE CONDUCTOR WTR DRIVEN GRD GRD ELECTRICAL RISER DIAGRAM SCALES N,T,S, GENERAL ELECTRICAL NOTES 1, ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE N.E.C. AND LOCAL GOVERNING CODES, 2. ALL MATERIALS WHERE APPLICABLE SHALL BE U.L. LABELED, 3. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR (1) YEAR. 4, CONTRACTOR SHALL VERIFY LOCATION AND ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT FURNISHED BY OTHER TRADES PRIOR TO INSTALLING WIRE AND CONDUIT, 5. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, #12, S❑LID WITH SINGLE BRAID, #10 AND LARGER, STRANDED, WITH AT LEAST DOUBLE BRAID, TYPE RHW, THHN, OR THHW FOR FEEDERS AND BRANCH CIRCUITS #12 AWG MINIMUM SIZE, ALL INSULATION TO BE TW OR THW, 6. CONTRACTOR TO VERIFY ELECTRICAL REQUIRMENTS OF ALL EQUIPMENT BEFORE INSTALLING ANY ROUGH -IN, LIGHTING PLAN LEGEND SYM, DESCRIPTION REMARKS 8' FLUORESCENT LIGHT SEE FIXTURE SCHEDULE F--I f--I 4' FLUORESCENT LIGHT SEE FIXTURE SCHEDULE -C� CEILING MOUNTED FIXTURE SEE FIXTURE SCHEDULE WALL MOUNTED LIGHT SEE FIXTURE SCHEDULE EMERGENCY BATTERY UNIT WITH TWO ADJ HEADS SEE FIXTURE SCHEDULE ® EXIT LIGHT SEE FIXTURE SCHEDULE SWITCH, SINGLE POLE t_48' AFF OR AS NOTED 0 PANELB❑ARD TOP 72' AFF DUPLEX RECEPTACLE,125V,20A 18' AFF W.P. INDICATES WEATHER PROOF GFI INDICATES GROUND FAULT INTERRUPTER O JUNCTION BOX E3J DISCONNECT SWITCH AS NOTED 0 \. � 0 N Q _ o o, $ J�° c m c c� c° LL a > In 8 �a o r C Y C r m 0 L a M Cl) J LL 0 o> P CU CL >04 oN U) 00 C o p a) d > ¢ N J � c o °r3 J 0 J p�y `J eo .2 0 LLM m 0 n 0 0 N 04 IY J � LL LL J _ j M Z U �J _ 0 � � z0W o D < W U = m0= C �- z N CDN Revisions: W Cn J LL � o 0 7— QZW C� U Z _J D_ o J 4 4 5UQo ED UU w Q W Project Number 06082a Date 03-19-07 Sheet Number E-1 e--- 4 CD z Q z M F- 1 z z W v y„ — — \�-----__._--- — Ot SETB f rn 1 LAND CAPE 0' B JFFER �I L�� � I 2� f/ / 130'-8' 8 8 S-2 TOP OF STEEL S-2 �EL. 12'-9 1/2' � IIII I C � i r r I SNSO 1ri'� 6 X36' R ❑F O U B FOR FUTURE X14. FAN VERIFY / MFa) II II -_ 6 X36' RIJOF B FOR FUTURE L� II ll __ _._ _ V PLY F RIFY N / MFG.) - - - -- �, rp•,,� �•' ROOF CURBd R013F CURB F R `r✓ FUTURE RT 'S FUTU (APPR E RT' X. 3 1 X 6'-6'-(APPR 6 -6 4' 2' YP, ) X 5'-7' TYP. ) N N 4'-0' 3 3-2>( - z-� 6 TOP OF STEEL I� `✓ 6 5-2 130'-8" I..DLo,� Q�.o.Qti f y~ R,SLI ,Li VALV/1 0/4 I L 118,25' I I------------------ I-,--1------- I I I I I I I I I I RETENTION J I I II I L----...__ / 10 SP, C 0 a 5 I cu 1 I II f T P, @ '�7' II 112' 5' 12, N II I --J ol G � 5ac / b c� ;�� Q1 ...�_. �..�.. ..... J� `2 6�01Lk t� i:SPoEJSi? U�21 � i,� 1.1;�1� S i l l L► 5 00 t 2 2- Z't ir- D C VALVL" PR�J�ti.1a4 —111(7 � uUw-, ul� GENERAL NOTES: LAYOUT BASED ON NFPA 13 ORDINARY HAZARD GROUP2 .1.30 Sq Ft Max spacing. .20 / 1500.sq ft reduced to 935 sq ft using quick response heads. BUILDING A EQUALS 6795 Sq Ft FIRE SPRINKLER SYSTEM To BE MONITORED. MAX STORAGE HEIGHT NOT TO EXCEED 12'-0" PER OWNER. HANGERS TO BE STEEL TOP BEAM CLAMPS, ALL THREAD ROD, AND HANGERS RING. SEE DETAIL. UNDERGROUND PIPE TO BE DR-1.4 CLASS 200 PVC WITH MECHANICLA JOINT FITTINGS RESTRAINED PER NFPA24. UNDERGROUND PIPE SHALL HAVE A MINIMUM OF 36" BURY. ABOVE GROUND PIPE TO BE BLACK STEEL SCH 10 BOTH WELDED AND GROOVED. THIS IS A SHELL SYSTEM. TENANT FINISH OUT TO BE PERFORMED UNDER SEPARATE PERMIT. FIRE FLOW TEST BY ZEPFIYRHILLS FIRE DEPARTMENT. STATIC 52 REIDUAL 40 FLOWING 1087 GPM 6-1.1-2007 HYDRANT # 8121. J) o Cw CL 1 20' 24' L 20, 5' 20' 24' 1 20' 20, 24' ti 1 20' 1 6 8 N 4 n 6 all6 D 7 7 7 mi (4.— r__ BUILDING B 6 v 5,850 S.F. , n u 6 SP, 91=5413, / L_____________________✓____ N i L 9'=90' 10' 10 SP, L 9'=90'� — 10, 10 SP, 9'=90' 2( i 10 10 N 10 r ema�n a�,m �aeev mm®am — NORM" a mmo � esm .e,. arm® m�sem e�rmir � 58' S 89059129' W 548,56' EDC Engineering, Inc. _ 1020 E. Jefferson St. Brooksville, FL 34601-3428 YYK••JJJ Phone: 352-797-0799 Toil Free: 877-797-0799 Fax:352-797-0975 ;rrrleS/1jy Ittum, P.E.Email: edc@edceng.corn rL LIcers(--' No. 276RO DUMPSTERS IN 6' ENCLOSURE N 89058'47' E 347,57' W/ GATES (SEE DET, 2/A-1) D �] ' L`e2fN-1J— U_ M y, Cn Cn LO V♦ Cq Cq L r c3 'V d Q fJ s J Revisions: Project Number 20c-)1-1 Date Co-12.0`� Sheet Number T-S - L 4 ti- NEW CONSTRUCTION FOR: BUILDING "A " 6834 GALL BOULEVARD ZEPHY,RHILLS, FL 33542 APPROVED � by Fire Marshal of Zephyrlls with comments o ide ith plan(s) Sclildii.l- shall cOm,ply with ��--� Vx the �,p�ilicable codes of Florida Firc Prupntion Handbook NFpA & tfle City of Zephyrhills REVIEW DATE: 2i CITY OF ZEPHYRH L BUILDING OFFICIAL. Pt>�iISH FU*R RLIMA 10N SHALL COMPLY *1111. hmi.';,NEF,RBD.DPSIGN BLTIJ DD1J0 514ALL, COMPLY WITH AMC1. jTy CIF:LEPivRHILLS ALI...s i ..,.:. ,4' :_; ErUIi,UING, ORDINANCE- Ixl.':.� "i i'+ ' G't.ilttdBlhtG AND Mi,CrinNIC:AL CODES. TJ BVILDM SHALI. COMPLY WITH AU A"LIC.ABLE MY OF 'ESPHYRHRI S (&]D1N1%NC£1 SHEET INDEX SWEET SWEET NAME 3 . BEY.iSo A-0 COVER SHEET, CODE CRITERIA & BLG. PROGRAM 06-21-07 09-24-07 A-1 9LG. 'A' ARCHITECTURAL SITE PLAN 03-19-07 09-24-07 A-2 BLG, 'A' FLOOR AND ROOF PLANS 03-19-07 09-24-07 A-3 BLG. 'A' EXTERIOR ELEVATIONS 03-19-07 09-24-07 A-4 BLG. 'A' -WALL SECTIONS & DETAILS 03-19-07 08-98-07 A-5 BLG. 'A' DOOR/WINDOW SCHEDULES & DETS, 03-19-07 09-94-07 S-1 BLG. 'A' FOUNDATION & ROOF FRAMING PLANS 03-19-07 09-24-07 S-2 BLG. 'A' STRUCTURAL DETAILS 03-19-07 08-28-07 P-1 BLG. 'A' PLUMBING PLAN & RISER DIAGRAM 03-19-07 M-1 BLG. 'A' MECHANICAL PLAN 03-19-07 09-24-07 E-1 BLG. 'A' ELECT. PLAN, RISER DIAG. & SCHEDULES 03-19-07 09-24-07 FS-1 BLG. 'A' FIRE SPRINKLER SITE & FLOOR PLANS 06—le-07 09-17-07 BUILDING PROGRAM BUILnING •A' THE BUILDING IS A ONE STORY STRUCTURE WITH A TOTAL OF 6,795 S.F. GROSS. THIS BUILDING WILL INITIALLY BE CONSTRUCTED AS A SHELL STRUCTURE WITH MECHANICAL SYSTEMS, WATER SERVICE AND UNDERGROUND SANITARY SERVICES STUDDED UP TO SLAB LEVEL FOR LATER CONNECTION AND DISTRIBUTION WHEN INDIVIDUAL TENANT REQUIREMENTS ARE KNOWN. PARKING, DUMPSTERS, LANDSCAPING AND SITE SIGNAGE COMPLETE THE PROJECT PARAMETERS. REFERENCE CODES NAL.lud I FLORIDA BUILDING CODE 2004 EDITION ELLM , FLORIDA PLUMBING CODE 2004 EDITION wErWHM ICE, FLORIDA MECHANICAL CODE 2004 EDITION ELEQumGhu NATIONAL ELECTRICAL CODE 2005 EDITION ACCESSIMLITYi FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION F.B.C. 2004 EDITION LIFE SAFETYi N.F.P.A. 101 LIFE SAFETY CODE 2003 EDITION DESIGN CRITERIA OCCUPANCYi ASSEMBLY GROUP A-8 (SECTION 303) CONSTRUCTION TXPEt F.B.C. TYPE IIB / N,F,P.A, TYPE II (0,0,0) 1. ALLOWABLE HEIGHT & BUILDING AREAS MAX. BLG. HEIGHTi 55'-0' MAX, M OF STORIESi 2 MAX, BLG. AREAo 9,500 S.F. 2. STRUCTURAL FRAME (INCL. COLUMNS, GIRDERS & TRUSSES) 0 HOUR 3. EXTERIOR BEARING WALLS (F.B.C. TABLE 602) 1 HOUR RATING LESS THAN 5' SEPARATION — WALL OPENINGS NOT PERMITTED 1 HOUR RATING 5' TO 10' SEPARATION — 10X LIMIT ON WALL OPENINGS 0 HOUR RATING 101 TO 15' SEPARATION — 15X LIMIT ON WALL OPENINGS 0 HOUR RATING 15' TO 20' SEPARATION — 25X LIMIT ON WALL OPENINGS 0 HOUR RATING 20' TO 25' SEPARATION - 45X LIMIT ON WALL OPENINGS 0 HOUR RATING 25' TO 30' SEPARATION — 70X LIMIT ON WALL OPENINGS 0 HOUR RATING OVER 30' SEPARATION — NO LIMIT ON WALL OPENINGS 4. INTERIOR BEARING WALLS 0 HOUR 5. EXTERIOR NONBEARING WALLS (F.B.C. TABLE 602) 1 HOUR RATING LESS THAN 5' SEPARATION — WALL OPENINGS NOT PERMITTED 1 HOUR RATING 5' TO 10' SEPARATION — 10% LIMIT ON WALL OPENINGS 0 HOUR RATING 10' TO 15' SEPARATION - 15X LIMIT ON WALL OPENINGS 0 HOUR RATING 15' TO 20' SEPARATION — 25X LIMIT ON WALL OPENINGS 0 HOUR RATING 20' TO 25' SEPARATION — 4SX LIMIT ON WALL OPENINGS 0 HOUR RATING 25' TO 30' SEPARATION — 70% LIMIT ON WALL OPENINGS 0 HOUR RATING OVER 30' SEPARATION — NO LIMIT ON WALL OPENINGS 6. INTERIOR NONBEARING WALLS 0 HOUR 7. FLOOR CONSTRUCTION (INCL. SUPPORTING BEAMS & JOISTS) 0 HOUR 8. ROOF CONSTRUCTION CINCL. SUPPORTING BEAMS & JOISTS) 0 HOUR WINO nESIGN. DATAa F,B.C. SECTION 1603.1.4 1. WIND SPEED (3—SECOND GUST) - 110 M.P.H. (NON WIND—BORNE DEBRIS REGION) 2. WIND IMPORTANCE FACTOR / BUILDING CLASSIFICATION (TABLE 1604.5) II a 1.0 3, WIND EXPOSURE CATEGORY (F.B.C. SECTION 1609.4) B 4. ENCLOSURE CLASSIFICATION (F.B.C. SECTION 1609.2) ENCLOSED 5. INTERNAL PRESSURE COEFFICIENT (A.S.C.E. 7) m t 0.18 6. COMPONENTS & CLADDING DESIGN WIND PRESSURES (F.B.C. SECTION 1609.6.2) ARE INDICATED ON SHEET S-2. 7. FLORIDA PRODUCT APPROVAL NUMBERS (FLORIDA STATUTE 553.842 & FLORIDA ADMINISTRATIVE CODE 9B-72) ARE INDICATED ON SHEET A-5. Al IW -ml ;mi.!qF-1mp1- LU 01) Q Q J e J LL Q CO H Q• Z �mJ m 0 0. _ z W N 0000 W CDN Revisions: A7120/07 - CITY REVIEW COMMENTS Q8l28l07 -OWNER 2 REQUESTED CHANGES Q9i24l07 -OWNER REQUESTED CHANGES W2 o g 00 U Q �O �W ?W OCnQ caWW O~ U W z a J J U 116,25' U 301 SET In CU / [LANDSCAPE 0' BUFFER W i i r L oCD I � 2�� z � \\ r— —————--'— — —-,—— _ T__L — — — — --- -- -- —� F_ RETENTION 1 e 1 11 1,r, r � + .� `+• *��;� ��.��!.>~`� Apr ;"� i� h � a - . ■ ♦e � ---' -- '-� - -- r � "---�- f S SHALL Ky r r ,M 4, Y�Y �. I I .• NOTE, LIGHT FIXTU� ¢ !1 (al,`+"k S;�R''>��§""a pl4m��;ia,rir °,�}�'xkH'. �I 'u • e c BE AND SHIELDED SO ♦♦ L r DIRECTED , rPARKING AREA AND y DIRECTED AWAY FROM "�•,FtvTt•�, ?[�r rf tr.� I� 1PROPERTIES d g +.I, � (w ! +� tT% � �; y"I �. t c.y i •s MA n �', / „', — l kr : a r r i ..9`5�y}��-n.. �j ��`i41�,�c� � �,,,,( y■� �� L{�ty� 7 �': , . ND TRAFFIC, i'1 TMft Y 1 Ell ,F "�b� }� t 14t,*a1e1 i `� s����r��, r k,tu$ � f i �.s�`�Y'`��� �y� 1 • I I • r ,�.� 4!v . , v>. .r �I _ � ^:e�.:{. �. Al"� 1."ik° :Ao • r —� ----_J r---- ` 0 1 5 i CU 3 SP. @T=`'�'7' i i12' 5' _ 12' aTp 17.5' C 0 10 SP, @ 9'-90' i-'�— — —1 -I 6 SR @ 9'=54' T REPLACE EXIST t / SIGN W/ NEW MONUMENTAL / SIGN (SIGN BY r SIGNAGE CO.) IL _ z v� � J J W U W t� 701 S. LEMON AVENUE BROOKSVILLE, FL. 34601 PHONE: (352) 7994923 FAX. (352) 799-8994 CUEN7` ZEPHYR PLACE PROJECT MONUMENT SIGN LOCATION: ZEPHYR HILLS, FL c N CM R.J.R. R.M. LATE. SCALE: OW3107 RWG. NUMBER 09071171 NOTES: 1 NOTICE TNt OMONMANORMNAL, CREATEDSY ROGEFWSMNCORP ITISSIIBMTTT£D FOR THE USE UV CONNECf10N WITH TEAS PROJECT ONLY TT CAN NOT BE COWED, ALTERED, OREXNAMTED WANY FAS/AOM USE Of TRS 0RAINW FOR ALTERNATWE OUOM"ONS WU RESULT INDESnN FEF ORAWINGS REM49V Tf1E PROPERTYOF RWRSSON CORR IAVLEBS OTNFRWISEWO NOTEALM THAT ANY COLORS PORTRAYED ARE REPRMtMT0AAL ACTUAL COL OR SAMPLES AYAkABLE UPONREOUEST CUSTOMER APPROVAL 047C c a M C N J CONSTRUCTION ALL SIG N CABINE78 TO BE' CONSTRUCTED WITH ALUMINUM POLE COVER TO BE ANGLE FRAME CLAD WITH WITH .040ALUMINUM THE ENTIRE STRUCTURE TO BE SUPPORTED BY STEEL PIPES OR I -SEAMS AND A CONCRETE FOOTER. NOTE: PIPE OR BEAM SIZE AND FOO TER SIZE AS PEWING ENGINEER'S SPECIFICATION ALC-LIbFGTING TO CONSIST OF HIGH OUTPUT LAMPS AND BALLAST S: LS .000 ALUMINUM WITH CNC CUTOUT COPY BACKED W RH ACRYLIC ANCHOR TENENT TO BE PAN FORMED ACRYWEEL BALANCE OF TENANT PANEL FLAT ACRYLIC MATERIAL COPYAND COLORS AS PER CUSLLTOOOMIERAPPROVAL C�T(iN COMPONENTS TO BE PAINTED AS PER CUSTOMER APPROVAL 188 in 156 in 10 J / 0 6 POLE 3 cv POLE N LIGHT 3 LIGHT ° J N-N--.LL Underwriters Laboratories Inc. Listed Manufacturer 3 10, G EESE TRAPS/ \ II O I IIOi i i � �-----------� 6 1 1 / — — — — — — ------ 6 SP, @ 9`=54' 26 o I I ` o — —� ------ — ---- - 1 PROGRESS \ w \L-------------------- %� --- ENERGY \ UNDERGROUND 10' 10 SP• @ 9'=90' 101I 1 10 SP. 9'=90' 10 0 10 POLE 3 POLE 3 POLE LIGHT LIGHT LIGHT b❑ '29' W 548,56' P❑WERPOLE NOTE, REFER TO CIVIL DRAWINGS FOR SITE DRAINAGE, UTILITIES & LANDSCAPE DRAWINGS, ARCHITECTURAL SITE PLAN C� SCALEI 1' = 20'-0' a D SITE DATA, SITE AREA = 72,541 SF = 1,66 ACRES ZONED, C2 MAX BUILDING PERMITTED 25% = 18,135 SF TOTAL BUILDING AREA PROVIDED = 12,645 SF (❑K) PARKING REQUIRED, RESTAURANT = 1 PER 150 SF = 45 SPACES GENERAL/OFFICE = 1 PER 200 SF = 29 SPACES 1 �TOT�ALPA�RKING�PRD�VIDED �=8�7SPA�CES INCLUDING 4 HC, BUILDING AND PAVING AREA = 47,143 SF = 65% TOTAL GREEN/PERVIOUS AREA = 25,398 SF = 35% LEGAL DE.SCRIPTION, THE NORTH 2/5 OF TRACT 24, ZEPHYRHILLS COLONY COMPANY LANDS IN SECTION2, T❑WNSHIP 26 SOUTH, RANGE 21 EAST,AS RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC RECORDS OF PASC❑ COUNTY, FLORIDA, in �D (U o � m cv 5 d L un O ZD CU of ITI TNTdlr• ITIO 5,850 S.F, 3 52' o � O TOP OF WALL 6'-0' CONT, #5 REBAR, TYP, GROUT FILLED CMU #6 REBAR @ 56' D.C. J VERT, AND @CORNER - SAND ENDS,'GROUT CELLS S❑LID AT REBAR, 36' MIN, LAP REFERENCE BUILDING CODES, BUILDING: FLORIDA BUILDING CODE PAINTED 8' CMU WALL 2004 EDITI❑N — - W/ H❑RIZONTAL REINF, @ 16' ❑,C,, TYP. PLUMBING: FLORIDA PLUMBING CODE 2004 EDITI❑N MECHANICAL, FLORIDA MECHANICAL CODE -- 2004 EDITION 6' THICK CONIC, SLAB ELECTRICAL, NATIONAL ELECTRICAL CODE REINFORCED W/ WWF 2005 EDITI❑N 6X6-W1.4XWI,4 ACCESSIBILITY, FLORIDA ACCESSIBILITY CODE FOR BUILDING C❑NSTRUCTION - FBC 2004 EDITION _ TOP OF SLAB LIFE SAFETY, NFPA 101 LIFE SAFETY CODE _ 06 IF 2003 EDITION ,7 - T o,_ 0 a. BUILDING CODE CRITERIA: COMPACTED FILL, TYP. OCCUPANCY, ASSEMBLY GROUP A-2 (SECTI❑N 303) I ! CONST, II , TYPE B I ALLOWABLE HEIGHT & BUILDING AREAS: I-J, l • �• •• MAX, BLG, HEIGHT, 55'-0" - ICI- �.. id • '4 '• ''a REINF. C❑NC, F❑❑TING C3> MAX, # OF ST❑RIES, 2 . .•. #5 CONT. AND #3 TIES @ MAX, BLG, AREA, 9,500 S,F, i I i ___ - I -I - _ - ( -I _^ .. ,•' 32' D.C. _ GATE SHALL BE 6' HIGH f 3'-0" S❑LID PANEL ALUMINUM W/ ALUMINUM FRAME Z SCREEN WALL SECTION SCALEI 3/4' = 1'-0' 2 5' SETBAC E 0 �a T ...� ti CNI O U 0 LLcc a O •� U 1\r`- ti fV L ov N C O L • o_ M co AJ M Cl) J LL 0 v> In U a oU) 000 c L—f c Q J V) C O {1 ILL cr J O ..TJ L-L U f •) 00 `", M 0 0 0 (V IYUJ It ° J z W x W M i Jz0cl� _J Z D Q LU M a z N (0N Revisions: A1 7/20/07 - CITY REVIEW COMMENTS 8/28/07 - OWNER 2 REQUESTED CHANGES 9/24/07 - OWNER 3 REQUESTED CHANGES J a (D F" J zwa 0 W N ') of Project Number 06082a Date 03-19-07 Sheet A-1 GENERAL NOTES & SPECIFICATIONS 1 l i 1 P l 019 i II II L___J L___J L___ I ARCHITECTURAL SCALES 1/8' = 1'-0' FLOOR PLAN aD ALUMINUM GUTTER CANOPY BELOW TYP. L---J L__.J DIVISION ONE - GENERAL REQUIREMENTS SUMMARY OF THE WORK 1. THE WORK INCLUDES ALL NEW CONSTRUCTION AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 2. THE PERFORMANCE OF ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, COUNTY, AND CITY CODES, RULES AND REGULATIONS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE, FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER OPERATION OF THE WORK INDICATED. DIVISION FOUR - MA, OONNR�Y SPLIT -FACED MASONRY 1. COLOR AND TEXTURE SHALL BE AS SELECTED BY OWNER FROM MANUFACTURER'S FULL LINE FOR EACH SPECIFIED FACE, 2. PROVIDE SPECIAL SHAPES WHERE REQUIRED FOR LINTELS, JAMBS, CORNERS, SASH, CONTROL JOINTS, HEADERS, BONDING, AND OTHER SPECIAL CONDITIONS. 3. USE MASONRY DETERGENT CLEANERS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. DO NOT USE STEEL WOOL OR OTHER ABRASIVES, OR ANY PRODUCT CONTAINING UNBUFFERED HYDROCHLORIC ACID OR OTHER ACIDS, DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION MEMBRANE ROOFING 1. PR❑VIDE AN INSTALLED ROOFING MEMBRANE AND BASE FLASHING SYSTEM THAT DOES NOT PERMIT THE PASSAGE OF WATER, AND WILL WITHSTAND THE DESIGN PRESSURES CALCULATED IN ACCORDANCE WITH THE MOST CURRENT REVISION OF ASCE 7, 2. PROVIDE MANUFACTURER'S STANDARD GUARANTEE WITH SINGLE SOURCE COVERAGE, METAL COPING 1. PR❑VIDE COPING/FLASHING SYSTEM WHICH MEETS THE CRITERIA RECOMMENDED BY FACTORY MUTUAL RESEARCH CORPORATION'S (FMRC) REQUIREMENTS. 2. PROVIDE COPING/FLASHING SYSTEM TO MEET UPLIFT RATING REQUIRED FOR THE WALL THICKNESS INDICATED. 3. PROVIDE COPING/FLASHING WITH KYNAR 500 / HYLAR 5000 FINISH FROM MANUFACTURER'S STANDARD COIL-C❑ATED COLORS, DIVISION EIGHT - DOORS AND WINDOWS DOOR AND FRAMES 1. PROVIDE DOORS AND FRAMES AS INDICATED ON THE DRAWINGS. 2. DOORS AND FRAMES SHALL CONFORM TO THE REQUIREMENTS OF ANSI A250.8 3. FIRE RATED DOORS AND FRAMES ARE INDICATED ON DOOR SCHEDULE AND SHALL BE LABELED BY UL OR WH. 2. PROVIDE BUILDER'S HARDWARE FOR THE DOORS AND OPERATIONS INDICATED ON THE DRAWINGS AND REQUIRED BY CODE, FURNISH OWNER 2 KEYS FOR EACH LOCK, 3. DOOR MANUFACTURER TO PROVIDE COMPLIANCE INFORMATION FOR FBC WIND LOAD REQUIREMENTS AS NEEDED, WINDOWS AND STOREFRONTS 1. PROVIDE OPERABLE AND FIXED WINDOWS AND STOREFRONTS AS SHOWN ON THE DRAWINGS. 2. WINDOW/STOREFRONT MANUFACTURER TO PROVIDE COMPLIANCE INFORMATION FOR FBC WIND LOAD REQUIREMENTS AS NEEDED, DIVISION NINE - FINISHES CEMENT PLASTER (STUCCO) 1. APPLY PORTLAND CEMENT PLASTER (STUCCO) TO ANSI STANDARDS A42.2 AND A42.3, 2. LATHING AND FURRING TO COMPLY WITH ASTM-C8411 PAINTING 1. PAINT ALL EXPOSED SURFACES UNLESS OTHERWISE INDICATED, 2. INTERIOR PAINT SCHEDULE CONCRETE, STUCCO AND MASONRYi 1 COAT WATERPROOFING MASONRY PAINT 1 COAT ELASTOMERIC WATERPROOF COATING EXTERIOR ALUMINUM, 1 COAT ZINC CHROMATE PRIMER 2 COATS FLAT ALKYD ENAMEL EXTERIOR WOOD TRIM, 1 COAT EXTERIOR PRIMER UNDERCOAT 2 COATS EXTERIOR ACRYLIC EMULSION TILE 1. PR❑VIDE GLAZED CERAMIC WALL TILE THAT COMPLIES WITH ANSI A1371 2. INSTALL TILE AND GROUT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI A108.1 THROUGH A108.13, DIVISION TEN - SPECIALTIES CANVAS AND ALUMINUM AWNINGS 1. CANVAS SHALL BE 100% EXTERIOR GRADE ACRYLIC FIBER 2. FRAMING SHALL BE V SQUARE .125 ASTM B 221 ALUMINUM TUBING, WELDING TO AWS STANDARDS WITH WELDS GROUND SMOOTH. METAL DOWNSPOUT. GRADE. SEAL PENETRATION OF CAP ON ALL SIDES OF DOWNSPOUT, EXTEND DOWNSPOUT 6' MINIMUM BELOW CAP PENETRATION. PVC PIPING - REFER TO CIVIL DWGS, FOR PIPE SIZES AND CONNECTION TO DRAINAGE SYSTEM, r2_ ROOF PLAN DOWNSPOUT 3 BOOT DETAIL A- 2 SCALES 1/8' = i'-0' a D A- 2 SCALEN,T,S, Afto 0 �+ Vi as N C > J co c `° c � FL > o � m N L ::r Q o a n .I J 0 o� U� a > o ON N C z d c a> J cc 0 LL U C o J rn LL ad U_ C M 0 S s N iY UL UL _J J CN z U J - �Ji Z c(i (n m J 0 U = D Q mom= UJ z N M coo a N Revisions: 8/28/07 - OWNER 2 REQUESTED CHANGES 9/24/07 - OWNER 3 REQUESTED CHANGES w 0 OU) o Q L.L Q o J _Jr CL Z � 0 � y' 0 �0 Co W H 0 = Z N UQ Q Project Number 06082a Date 03-19-07 Sheet Number A-2 CEMENT PLASTER CONTROL JT, TYP. EXTERIOR LATEX PAINT ON CEMENT PLASTER , , t. . '/.. , % 3' V ! ' ..t . . . • ,\ I. . t. ' . . . .% i ' PREFIN, METAL COPING ALUM, & CANVAS AWNING LADDER W/ PARAPET RETURN &SECURITY D❑❑R (BASIS OF DESIGNt ALACO LADDER CO. MODEL 563) - I . I - . I .. I . . k ,. : . . ". ."'... .� . - . .. . 1. . - . '. , , -*:' .� . . . .. .. I . ... . . ,.''... .. .. � i .,.. 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I . . . . % . . . . . �. . . .. . . . . .. . : ... - . : . � %.. -*, I -e , �- " .'- - '- - , - . ... .-,... -*:- - -* - - .. : % ,* . .,, . :.... ...... � . .� . . ) -:,--:"-- ... I :- , - - * � � . i ,. . ,•: , PREFIN. METAL COPING ALUM. & CANVAS AWNING •--i ,.' I. . . , i. '�, , ` , , t :: , - • ' . . .1 "" " " I 11 , , . . . . t• ' , � . . '. . : - ..... - % . . .. . . . .', . .. — -- — — . � . ...:1.... .!::.. . ------ ..... . ,. , 4 . : . . .. .... . . , . . - . I . , . .1 . . �' ' • .J.• • , I . I. . . ... :, , .. .. - : . : . , - . . . I . . . I . .. .. . . ., . . I . . . I , .. . .... . . '... % I � . * * I , . , , . �. , . :. I - . , , , . IL :. � -, ... �. . I..: .. . - _I '.. : .,; . �-' " 1. .. . . . .: . . . . 1. ,� . ; . ., , . :. .. . �. - I . .,. .. . 1,,',. . .. .. * . .: . I , , . : - . I .. - lL--�L--J1---�`---'---,-- " -- �.. . .1. -'. 4 - , '. , L-1 I , * 1 . .. , . , . . . * . , . . . . , '", - L-1 [ , * , . . . . .- - ;� - ---- - .. . .. . .. .. . .... . , .. ,. .. .. , r . . .. . ' 3 WEST ELEVATION A — 3 SCALES 3/16' = F-0' EXTERIOR LATEX PAINT ON CEMENT PLASTER CEMENT PLASTER PREFIN, METAL COPING CONTROL JT, TYP, . ,.. t. , .. . ... .. .. r ... ... . .. . .. . .. r .. . '! - . . %,,, r :- '7' .. 'i' . . *-. .% '.-. t• ,. '1 .. r , , .,. '.1 . -1,. .. .. .. .. .. .. , . .. .` .. . . .1 .. .. .n ...- y -., . . •u• r Y' l \ J 1 .i• .1 ,* I. . .. . .. . . 1,. :; 1'.' ,. ... ..-.-I , '. .. \ J' . 1 ' . _ Y . !. .. .. .- , .. 1 t"/ 5. . .. .. .., '�.. - ' ., • .'♦ / •1 , y .. .. . " .. ° / .. t ,. . --.- .:- .,. I. - / • i• i ... .. ,'t .. 7.. , • ,. %. . PAINTED HOLLOW METAL DOOR &FRAME ('T" NORTH ELEVATION ��3 SCALES 3/16' = V-0' C G E U_ .y R i� V N � 0 C r- 9 T ~ c 70 v c C U- m > 0% CD0.O^ C. Ta P L V N N ;: z tz a oa >0 M a JM fl- M J '='O) 06 a T U� a 05 (3 0M in 9 CE 1z c ID Q 6 J 0m 8 LL Ln ° � 06 C I-) 9 O t; r--g a N n, (9) 0 CV O U J <L � M Z O W U - Q = > W -J M J LL. U 5 Q J CD Z O� O! �-- a- _mJ 0 J_ ") z O >- =�-J= — Q U m C7 W z d. CM CL UJ N CO N Revisions: 8/28/07 - OWNER 2 REQUESTED CHANGES 9/24/07 -OWNER 3 REQUESTED CHANGES U) z = <= �1' i � " >�..J o • �I (D V W .i Z 5 W .,4I " 4 .pfi J11 ; 4 W 0:,. t7 r E I WCV I W - ---.i Project Number 06082a Date 03-19-07 Sheet Number A-3 II II111 IT 11111 111 111 1 p"11111' II°F1 RM11IH91si1 _119. 111 L 1 1 111 II11Itl11 I !'_.. 1 11 II I I I I' ICI I'I I II .11 I ' _ _ 11 1 1 ._1111ilil11"1V 1 I il 96 DETAIL DELETED 2 A-4 SCALE11-i/2'=1'-0' 7 A-4 SIM, \ 16'-0' TOP OF MASONRY 7 A-4 SIM, I II 13'-4' o TOP OF STEEL FIR: — CONC. TIE BEAM 8 X16 W/2-#4 T&B #3 TIES @ I Ih'1 24' D.C. (POCKET BEAM j ll•I 4'X8' AT JOIST j LOCATIONS) II BAR JOISTS ('K' SERIES) II MEMBRANE ROOFING ON RIGID INSULATION & METAL DECKING EXTERIOR LATEX PAINT II ON CEMENT PLASTER, TYP, II II GR❑UT FILLED KNOCKOUT BLOCK W/ 2-#4 CONT, PREFINISHED METAL COPING P,T, WOOD BLOCKING W/ 1/4' DIA. ANCHOR BOLTS @ 2'-0' O,C. 4' CANT MEMBRANE ROOFING UP & OVER PARAPET BLOCKING RIGID INSULATION METAL DECKING (SEE STRUCTURAL DRAWINGS) BAR JOISTS (SEE STRUCTURAL DRAWINGS) COCRETE TIE BEAM (SEE STRUCTURAL DRAWINGS) 7 PARAPET DETAIL A-4 SCALD 1-1/2'=1'-0' NEW 6' GUTTER & 4' DOWNSPOUT W/ HANGERS @ 5'-0' D.C. MAX, (TIE TO STORMWATER DRAINAGE SYSTEM - SEE CIVIL DRAWINGS) PREFINISHED METAL DRIP EDGE P.T. WOOD BLOCKING W/ 1/4' DIA, ANCHOR BOLTS @ 2'-0' D.C. MEMBRANE ROOFING RIGID INSULATION METAL DECKING (SEE STRUCTURAL DRAWINGS) BAR JOISTS (SEE STRUCTURAL DRAWINGS) COCRETE TIE BEAM (SEE STRUCTURAL DRAWINGS) 8 FLASHING DETAIL A-4 SCALD 1-1/2'=1'-0• 9 DETAIL DELETED 2 A-4 SCALEI 1-1/2•=1'-0' GA10 DETAIL DELETED 2 —4 SCALE 11-1/2'=1'-0'' 11 ROOF ACCESS LADDER A-4 SCALE13/8'=1'-0' MEMBRANE ROOFING ON MEMBRANE ROOFING ON MEMBRANE ROOFING ON MEMBRANE ROOFING ON RIGID INSULATION & RIGID INSULATI❑N & RIGID INSULATION & RIGID INSULATION & METAL DECKING 7 —� METAL DECKING 7 +� METAL DECKING METAL DECKING A-4 \ A-4 dh 14'-8' A 14'-8' + ,� TOP OF MASONRY I TOP OF MASONRY I ;J TOP OF MASONRY I "J 13'-4' I ,,� 13'-4' I ,� VARIES I A-4 \ TOP OF STEEL ( '' STOP OF STEEL _ TOP OF STEEL ' ♦ ♦ N ♦ i 12'-9 1/2, TOP OF STEEL CONC. TIE BEAM 8'X16' ±}f' > CONC, TIE BEAM 8'X16' CONC, TIE BEAM 8'X16' W/2-#4 T&B #3 TIES @ \ W/2-#4 T&B #3 TIES W/2-#4 T&B #3 TIES @ G -�_� / ♦ I �I 24' O.C. (POCKET BEAM \ 24' O,C, (POCKET BEAM `�� 24' O,C, (POCKET BEAM CONIC, TIE BEAM 8'X16' I / 4'X8' AT JOIST I 4'X8` AT JOIST 4'XB' AT JOIST �' W/2-#4 T&B #3 TIES @ / LOCATIONS) LOCATIONS) ��� LOCATIONS) �`� 44X8� ATJOIST BEAM WV \ LOCATIONS) II EXTERIOR LATEX PAINT EXTERIOR LATEX PAINT ON CEMENT PLASTER TYP, I ❑N CEMENT PLASTER, TYP, CE EXTERIOR LATEX PAINT STND, 8' C.M.U. CONST. W/ BAR J❑ISTS ('K' SERIES) STND, 8' C,M,U, CONST, W/ BAR JOISTS ('K' SERIES) I BAR JOISTS <'K' SERIES) ON CEMENT PLASTER, TYP, (I I,I II BAR JOISTS I SERIES) HORIZ. REINF. @ 16' D.C. H❑ EINF, @ 16' & 1-#5 VERT, IN FILLED & 1-#5 VERT, IN FILLED STND, 8' C,M,U, CONST, W/ CELL @ 4'-0' ❑,C. MAX, CELL @ 4'-0' O,C. MAX, HORIZ, REINF, @ 16' D.C. & 1-#5 VERT. IN FILLED I EXTERIOR LATEX PAINT CELL @ 4'-0' D.C. MAX, \ \ ON CEMENT PLASTER, TYP, I 71-4 \ I � I I '� i I' �►•. STOREFRONT HEAD I STOREFRONT HEAD ( , ~ DOOR HEAD I I ♦ 7 ♦ it I I 4 A-5 II A-5 I !11 it A-5 it Ell 11 IA ALUMINUM STOREFRONT ALUMINUM STOREFRONT II SYSTEM, TYPICAL SYSTEM, TYPICAL I STND, 8' C,M,U, CONST, W/ II 8 I HORIZ, REINF, @ 16' ❑,C, A-5 & 1-#5 VERT, IN FILLED CELL @ 4'-0' O,C, MAX. 2 II A-5 'I II I 9 II A-5 II V-4' 0'-0' STOREFRONT SIL ii. 0'-0' 3 FINISH FLOOR II I j FINISH FLOOR , A-5 II FINISH FLOOR —77 / f � . �If1F��V, \ I' \\\\ \\\\\\\\ 1 WALL SECTION 2 Z WALL SECTION 3 WALL SECTION �-4SCALE, 1/2'-1'-0' A-4 SCALD 1/2•=1'-0-0• A-4 SCAM 1/21=11-01 STND, 8' C,M,U. CONST. W/ HORIZ, REINF, @ 16' D.C. & 1-#5 VERT. IN FILLED CELL @ 4'-0' O,C, MAX, — 0'-0' FINISH FLOOR 'I f f , f 'r r 1' f Y / / \ i .': ;f 4 WALL SECTION A-4 SCALE11/2•=1'-0' HOLLOW METAL DOOR & FRAME 5 i II II II A-5 0'-0' II II II II 6 FINISH FLOOR A-5 r�. l: \ / \ \ , r 4r L14� , W. , a .. e'c•4--'c \ / \ r .f ! T f \ / \ f , , / r >:y i. 5 WALL SECTION A-4 SCALE11/2•=1'-0' rn 0 C JN ! o � rn .� J X I9 C � " a (�1 U 00 C C N L � Q 0� 1J M J LL LM 06 U� •— W4 0 C U Q Jyy Qli L yy U C J O O O N tL O J J QM Ci z a W U Qw-J = = LL J Z m J 0 U W = D Q 00 0 M z N CON a LLJ Revisions: 8/28/07 - OWNER 2 REQUESTED CHANGES U) J Q0w o 0LL �'- 0�0 If W Q a. 04$ N Z J Project Number 06082a Date 03-19-07 Sheet Number A-4 1 DOOR HEAD A-S SCALEI 3'=1'-O' Z DOOR JAMB A-S SCALD 3'=1'-0' LINTEL SCHEDULE SIZE REINF. SPAN 6'-4' 8'X8' 2-#4B. 7'-4' 8'X8' 2-#5B. 8'-0' 8'X16' 2-#4T. 2-#5B, 10'-0' 8'X16' 2-#5T. 2-#6B. 12'-0' 8'X16' 2-#5T. 2-#7B. FOR LINTELS CARRYING FLOOR LOADS REFER TO STRUCTURAL DRAWINGS 'J' BEAD, SEALANT & BACKER ROD, TYP, PIT. WOOD SHIM ALUMINUM ENTRANCE SYSTEM (HURRICANE RESISTANT) GLAZING (IMPACT RESISTANT) CEMENT PLASTER W/ DRIP EDGE #5 VERTICAL REINF. IN GROUT FILLED CELL DOWELED INT❑ F❑OTING 8' CONCRETE MASONRY UNIT SEALANT & BACKER ROD, TYP, PIT. WOOD SHIM ALUMINUM ENTRANCE SYSTEM (HURRICANE RESISTANT) GLAZING (IMPACT RESISTANT) CEMENT PLASTER N❑TEI THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4' IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2' FOR OTHER TYPES OF DOORS, RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN D2 GLAZING (IMPACT RESISTANT) DOOR (SEE SCHEDULE) ALUM. THRESHOLD SET IN CONT, BED OF SEALANT(ANCHOR RECESSED - F.H. SCREWS IN EXPANSION SHIELDS AT 8' ❑.C.) FLOOR FINISH (SEE SCHEDULE) d o d ,. d° d RUN FLOOR FINISH UNDER ° THRESHOLD K'3""" DOOR THRESHOLD A-S SCALD 3'=1'-O' LINTEL SCHEDULE SPAN SIZE REINF. 6'-4' 8'X8' 2-#4B. 7'-4' B'X8' 2-#5B. 8'-0' 8'X16' 2-#4T. 2-#5B. 10'-0' B'X16' 2-#5T. 2-#6B. 12'-0' 8'X16' 2-#5T, 2-#7B. FOR LINTELS CARRYING FLOOR LOADS REFER TO STRUCTURAL DRAWINGS. FOR ❑PENING WITH SPAN LESS THAN 3'-4' WITH HOLLOW METAL FRAME NO LINTEL IS REQUIRED. SEALANT & BACKER ROD, TYP. HOLLOW METAL FRAME (GROUT SOLID) CEMENT PLASTER W/ DRIP EDGE K4DOOR HEAD A-S SCAM 3'=1'-O' #5 VERTICAL REINF. IN GROUT FILLED CELL DOWELED INTO FO❑TING 8' CONCRETE MASONRY UNIT SEALANT & BACKER ROD, TYP, HOLLOW METAL FRAME (WITH STANDARD ANCHOR - GROUT SOLID) CEMENT PLASTER 5 DOOR JAMB_ A-S SCALD 3'=1'-O' NOTE, THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4' IN HEIGHT FOR EXTERI❑R SLIDING DOORS OR 1/2' FOR OTHER TYPES OF DOORS, RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 112 DOOR (SEE SCHEDULE) ALUM, THRESHOLD SET IN CONT. BED OF SEALANT(ANCH❑R RECESSED - F.H. SCREWS IN EXPANSION SHIELDS AT 8' ❑.C.) RECESSED SLAB FOR TILE FLOOR WHERE OCCURS FLOOR FINISH (SEE SCHEDULE) .•d n ; d Dd: d RUN FLOOR FINISH UNDER ° THRESHOLD K6% DOOR THRESHOLD A-S SCALD 3'=1'-O' LINTEL SCHEDULE SIZE REINF. SPAN 6'-4' 8'X8' 2-#4B. 7'-4' 8'X8' 2-#5B. 8'-0' 8'X16' 2-#4T. 2-#5B. 10'-0' B'X16' 2-#5T. 2-#6B. 12'-0' 8'X16' 2-#5T. 2-#7B. FOR LINTELS CARRYING FLOOR LOADS REFER TO STRUCTURAL DRAWINGS SEALANT & BACKER ROD, TYP. P.T, WOOD SHIM ALUMINUM STOREFRONT SYSTEM (HURRICANE RESISTANT) GLAZING (IMPACT RESISTANT) CEMENT PLASTER W/ DRIP EDGE 7 WINDOW HEAD A-S SCAM 3'=1'-0' #5 VERTICAL REINF. IN GROUT FILLED CELL DOWELED INTO FO❑TING 8' CONCRETE MASONRY UNIT SEALANT & BACKER ROD, TYP. P.T. WOOD SHIM ALUMINUM STOREFRONT SYSTEM (HURRICANE RESISTANT) GLAZING (IMPACT RESISTANT) CEMENT PLASTER g WINDOW JAMB A-S SCALD 3'=1'-O' GLAZING (IMPACT RESISTANT) ALUMINUM STOREFRONT SYSTEM W/ FLASHING(HURRICANE RESISTANT) METAL PAN FLASHING GROUT FILLED CELL B' CONCRETE MASONRY UNIT CEMENT PLASTER 9 WINDOW SILL A-S SCALD 3'=1'-0' DOOR & FRAME SPECIFICATIONS MATERIALS AL = ALUMINUM AG = ALUMINUM & GLASS HM = HOLLOW METAL SC = SOLID CORE WOOD WD = WOOD PH = PREHUNG WOOD STL = STEEL FINISHES FF = FACTORY FINISH P = PAINT ESP = ELECTROSTATIC PAINT SV = STAIN/VARNISH GLASS Gl = 1/4' FLOAT G2 = 3/16' TEMPERED CLEAR G3 = 1/4' TEMPERED W/ WHITE CERAMIC FRIT HARDWARE NOTES 1. ALL HARDWARE TO BE LEVER HANDLED TO MEET REQUIREMENTS OF A.D.A. AND FLORIDA ACCESSIBILITY CODES, 2. BOTH SIDES OF ALL DOORS SHALL HAVE THE SAME ELEVATION WITH NO MORE THAN 1/2' DIFFERENCE ON EACH SIDE. DOOR AND FRAME SCHEDULE NO SIZE DOOR GLASS RATING HARDWARE NOTES FRAME REMARKS TYPE MAT. FIN. TYPE MAT. FIN. A-1 3'-0' X 7'-0' SF AL FF G2 - 112 C AL FF - A-2 3'-0' X 7'-0' SF AL FF G2 - 1,2 C AL FF - A-3 3'-0' X 7'-0' SF AL FF G2 - 112 C AL FF MIRROR FRAME TYPE a A-4 3'-0' X 7'-0' FL HM P - 3/4HR 112 A HM P - B-1 6'-0' X 7'-0' SF AL FF G2 - 1,2 B AL FF - B-2 3'-0' X 7'-0' FL HM P - 3/4HR 1,2 A HM P - C-1 6'-0' X 7'-0' SF AL FF G2 - 1,2 B AL FF - C-2 3'-0' X 7'-0' FL HM P - - 112 A HM P - DOOR & FRAME TYPES SCALE, 1/4•=1'-0' 4 A-5 5 A-5 6 A-5 FLUSH STOREFRONT A EL �1 2 i 1 7 A-5 A-5 A-5 2 8 A-5 A-5 2 A-5 9 A-5 A-5 A-5 WINDOW TYPES SCALE, 1/41=1'-0• WINDOW 'A' FLORIDA PRODUCT APPROVAL NUMBERS AS REQUIRED BY FLORIDA STATUTE 553,842 AND FLORIDA ADMINISTRATIVE CODE 9B-72, THE FOLLOWING IS A LISTING OF THE EXTERIOR COMPONENTS & CLADDING MATERIALS PROPOSED FOR USE IN THE CONSTRUCTION OF THIS PROJECT, AND THEIR RESPECTIVE PRODUCT APPROVAL NUMBERS. CATEGORY SUB CATEGORY DESIGN TEST MANUFACTURER NAME MODEL # OR NAME SERIES GLASS ATTACHMENT APPROVAL APPROVAL ENTITY EXPIRATION PRESSURE PRESSURE TYPE/SIZE METHOD NUMBER DATE SINGLE -PLY SI FULLY ADHERED ROOFING R❑ SYSTEMS -68.5 PSF -75.0 PSF GENFLEX RO❑FING SYSTEMS GENFLEX TP❑ - - OVER MECH, FL 1061-RI MIAMI-DADE BCCO 7/17/07 FASTENED INSUL. PANEL WALLS STOREFRONTS -33.1 PSF -65.0 PSF KAWNEER COMPANY, INC. TRIFAB VG 450 - 1/4' TEMP, TAPCON FL 6001.1 ARCHITECTURAL CODE 32'X68' TESTING, INC. CHANGE EXTERIOR SWINGING EXT. DOOR -33.1 PSF -65.0 PSF KAWNEER COMPANY, INC. TRIFAB 450 W/ - 1/4' TEMP. TAPCON FL 7237.1 MIAMI-DADE BCC❑ CODE DOORS ASSEMBLIES 350 ENTRANCE DOORS 28'X75' CHANGE EXTERIOR SWINGING EXT. DOOR -33.1 PSF -70.0 PSF AMWELD BUILDING 15LE DOORS - - SCREWS FL 5753.1 INTERTEK TESTING CODE DOORS ASSEMBLIES PRODUCTS LLC SERVICES CHANGE THE FOLLOWING STRUCTURAL COMPONENTS ARE COMPRISED OF MATERIALS OR PRODUCTS WHICH ARE ASSEMBLED OR PLACED IN THE FILED. COMPLIANCE WILL BE DEMONSTRATED BY A BATCH TICKET OR BILL OF LADING MADE AVAILABLE AT THE SITE OF ASSEMBLY OR PLACEMENT, EXEMPTED PRODUCTSI METAL ROOF DECKING, K-SERIES OPEN WEB STEEL JOISTS, CAST -IN -PLACE CONCRETE & CONCRETE MASONRY UNITS E U vl $ � y N CS fA ° Ja 0 J rn c C 2 co u- f° > a O N dj CID N L Q Ov 0 J" J AWE .J LL U� a 0 N O N C c 0 o z21 � c Q J C OLL 8 J O J LL 0 r` N Q O J � LL Z ° �Ju > Ice) U X J � Z O m c) J Z O Q W = n- m 0 _ z N CV) Li (0N Revisions: 9/24/07 - OWNER REQUESTED 3 D CHANGES J Q C) W Z Z_ ran 0 06 J 'V1' N W J Q ' Il O m O o o w 0 _ U Project Number 06082a Date 03-19-07 Sheet Number A-5 FOUNDATION NOTES & SPECIFICATIONS 1 FOUNDATION PLAN S —1 SCALEt 1/8' = 1'-0' �.M TOP OF STEEL EL, 12'-9 1/2' rh 8 S-2 ' 3 , II II II I) RACK OR FU URE L EQUIP ENT (VERIFY Y �_ —'II�II W/ M ') ROO'IIIII URB-OR CURB IIII FUTURE RTUS (APP OX, 19 X 35' YP, 2) LIIII� ��JIIII OOJ1' RoYNO� R FOR TURE EXH, FAN (VERIFY ROOF F R21'X 19'X ' ROOFW/ FG.) FUTUR RTU' CUR FOR FUTURE (APPR X, 3'-1 X EXH, FAN (VERIFY r * 5'-7' TYP. 2) w/ MFG.) L �J LJ23 X23' ROF CUBFOR FUTURE ` EX . FAN :VERIFY W MFG.) R OF CUB FOR FTURE TU'S (APPROX. 21' X '> 3 00(InF 1 M IL II'II II I CURB OR t3ROOF E RTU' OX. 19' X YP, 2) OF CUB FOR (FtITURE TU'S PPROX, 29' X 6') 3 6 \—TOP OF STEEL 6 S-2 EL. 13'-4' S-2 130'-8" ROOF FRAMING PLAN S —1 J SCALES 1/8' = 1'-0' 8 1, FINISHED FLOOR ELEVATION = DATUM EL.+O'-O'(FDR ACTUAL ELEVATION REFER TO SITE PLAN,) 2, ELEVATION TOP OF COLUMN AND WALL FOOTINGS -1'-4' BELOW FIRST FLOOR DATUM, 3, FUTURE SLAB ON GRADE TO BE 4' THICK REINFORCED WITH WWF 6X6-W1.4XW1,4 CENTERED IN SLAB, PLACE SLAB ON 6 MIL POLYETHELENE VAPOR BARRIER. 4, PROVIDE V DEEP SAW CUT C❑NTRACTION CONTROL JOINTS IN SLAB ON GRADE (6-12 HOURS AFTER POUR) IN EACH DIRECTI❑N TO FORM APPROXIMATELY EQUAL PANELS NOT EXCEEDING 12 FEET IN EACH DIRECTION, 5, PROVIDE #5 VERTICAL REINFORCING IN MASONRY WALLS AT L❑CATI❑NS INDICATED ON PLAN, DOWEL VERTICAL BARS INTO FOOTING AND LAP 30' AT INTERMEDIATE SPLICE LOCATIONS, HOOK BARS INTO TIE BEAM AT ROOF LEVEL OR EXTEND BARS INTO PARAPET WHERE APPLICABLE, 6, PROVIDE VERTICAL CONTROL JOINTS IN MASONRY WALLS AT LOCATIONS INDICATED THUS 'CJ' ON PLAN, 7, ALL STEEL COLUMNS SHOWN ON PLAN ARE TS4X4X1/4 WITH BASE PLATE 10'X10'X3/4', FOR COLUMN BASE DETAIL, SEE SECTA/S31 ROOF FRAMING NOTES & SPECIFICATIONS 1. ROOF CONSTRUCTIONS 22 GAGE, 1 1/2' FLUTED METAL DECK (PAINTED) WITH RIGID INSULATION AND MEMBRANE ROOFING SUPPORTED BY OPEN WEB STEEL JOISTS @ 4'-0' O,C, (SLOPING). 2. REFER TO PLAN FOR JOIST BEARING ELEVATIONS, 3. ELEVATION TOP OF STEEL BEAMS INDICATED THUS (+ > ON PLAN REFERENCED TO FIRST FLOOR DATUM. 4. PROVIDE ANGLE FRAME L4X4X1/4 AT 4 SIDES OF ALL ROOF ❑PENINGS LARGER THAN 6'X6', EXTEND ANGLE TO FRAME BETWEEN JOISTS, 5. PROVIDE ANGLE FRAME L4X4X1/4 BENEATH PERIMETER ROOF CURB OF ALL ROOF TOP MECH, UNITS (REFER TO MECH, DWGS, FOR LOCATI❑N), COORDINATE SIZE AND LOCATION WITH MECH, EQUIPMENT MANUFACTURER, EXTEND ANGLES TO FRAME BETWEEN JOISTS, 6. PROVIDE HORIZONTAL JOIST BRIDGING L1 1/4X1 1/4X1/8 AT TOP AND BOTTOM CHORD OF JOISTS SPACED IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS. LINE OF JOIST BRIDGING NEAREST MIDSPAN TO BE DIAGONAL BRIDGING WITH BOLTED CONNECTIONS AT THE CHORDS AND INTERSECTIONS, IN ADDITION, PROVIDE DIAGONAL CROSS BRIDGING AT EXTERIOR END 3 J❑IST PANELS. PROVIDE SINGLE ROW OF HORIZONTAL JOIST BRIDGING AT FIRST PANEL POINT OF JOIST BOTTOM CHORD FOR UPLIFT REQUIREMENTS. ♦ ` � c E 04 J N C LL o �� N: � C Ov >� a JM LL J LL 40 >Q ON J303 Cz > U >` Q J C O IL C Q �j J 1 Ll otS U q' L9 g N CN O J LL Z 11.1 = > cM O U =`� J L 5 Q z0cn CoCL J 0 Q U = m(2 w d- m a. z N (0N Revisions: 8/28/07 - OWNER 2 REQUESTED CHANGES 9/24107 - OWNER 3 REQUESTED CHANGES LL _ Q�Z� �zCL Z OU O (D �-: ;m; o m Z _z 9 � _4 r 7-) O LL N_ LL Project Number 06082a Date 03-19-07 Sheet Number S-1 STRUCTURAL NOTES & SPECIFICATIONS EXTERIOR WALL BASE DETAIL SCALEd/2'=1'-0' GROUT FILLED KNOCKOUT kLkL W/2-#4 CONT. S-0--L.DN. ('-2'% STOREFRONT BASE �-2 SCALEo1/2'=1'-0' ANCHOR BOLTS SP.@ 4'-0'O.C. NOTEI FOR ROOFING & FLASHING DETAILS REFER TO ARCH, DWGS. (WELD DECK @ 6.O.CJ FOR CONTIN. SEE WALL SECTIONS 3 SECTION AT ENTRY S-� SCALEd/2'=1'-0' na,ut+n.u- � awn W W/2-#4 C❑NT. EL.+18'-0' T `r CONT. I 4 SIDEWALK EDGE DETAIL S-2 SCALE11/2'=1'-0' NOTE, FOR ROOFING & FLASHING DETAILS REFER TO ARCH. DWGS. • a 3/16 1/2 I[lU1L 11VJULM I IUV ANCHOR EL.+13-4' � CpNT. 4X3X1/4 SP,@ a'DIA.EXP. ❑LTS 2 G 1 1/ ' FLUTE cv EL.+15'-4' SP.@ 24'O.C.(3'EMBED.) IDE RIB METAL DECK EL.+14'-8' a (WELD DECK @ 6'0.C.) PAINTED N JOIST BEARING t• u1 \ 'K' JOIST E BEAM � 80 16' W/2-#4 T&B EMB D PL. #3 TIES @ 24'O.C. - JOIST BEARING CONIC. TIE BEAM II /8' /2-1/2'X6' W/2-1 K JOIST �I 8'X24' W/2-#4 T&B #3 TIES @ STUDS ,i CONC.TIE BEAM 24' O.C. (POCKET SP.@ 5'O.C. GROUT BLK.SOLID - -8 X 1 BEAM 4'X8' AT AT XP.BOLTS W/2-#4 T&B #3 TIES @ 24'O.C. JOIST LOCATIONS) �� GONT.HOR Z.BRIDGING WALL REINF. WALL REINF. POCKET BEAM 4'X8' L3X3X1/4X0'-9'LG, CONT, HORIZ. BRIDGING AT JOIST LOCATIONS A S P L -/ IA. 1 - . E PLAN HK.10' @ HK.10'E INTO AP.@ p )LINES PARAPET JOIST BR DGING _BRIDGING_ S STEPPED FOOTING DETAIL r 6 JOIST BEARING AT FRONT WALL 7 S- 2 SCALEII1/2'=1'-0' S- 2 SCALEd/2'=1'-0' 9 DETAIL DELETED �-2 SCALEii/2'=1'-0' `-y- @ END 3 PANELS ROOF CONSTRUCTION DETAIL SCALEIIi/2'=1'-0' CONT12X2X1/8 WELD TO JO (WELD DECK @ 6.0.C.) 3/16 4 1/2 'K' JOIST 3' �\ EMBED PL. B'X4'X3/8' W/2-1/2'X6' II STUDS SP.@ 5'O.C. .1-1 .1L4111 . SEE PLAN HK.10' INTO TIE BEAM 8 JOIST BEARING AT REAR WALL S--Z J SCALE11/2-=1'-0' SITE PREPARATION 1, STRIP AND GRUB ALL VEGETATION, DEBRIS, AND OTHER DELETERIOUS MATERIAL WITHIN THE STRUCTURE FOOTPRINT PLUS A MARGIN OF 5 FEET. 2. THE CLEARED SURFACE SHALL BE PROOF ROLLED USING APPROPRIATE COMPACTION EQUIPMENT FOR SITE AND S❑IL CONDITIONS. SUFFICIENT PASSES SHALL BE MADE TO DEVELOP A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) TO A DEPTH OF 24 INCHES BELOW THE COMPACTED SURFACE, 3. AFTER COMPLETION OF PROOF ROLLING, APPROVED CLEAN FILL MATERIAL SHALL BE ADDED AS REQUIRED IN LEVEL LIFTS NOT EXCEEDING 12 INCHES IN UNCOMPACTED THICKNESS. EACH LIFT SHALL BE COMPACTED TO ACHIEVE AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1557). FILLING AND COMPACTION SHALL CONTINUE UNTIL FINAL GRADE ELEVATIONS ARE ATTAINED. 4. EXCAVATE FOR COLUMN AND WALL FOOTINGS TO THE SPECIFIED ELEVATIONS AND VERIFY IN PLACE COMPACTION. COMPACT EXCAVATED SUBGRADE BEARING SURFACES AS REQUIRED TO ACHIEVE A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) TO A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTINGS. 5. ALL PREPARED AND COMPACTED AREAS SHALL BE OBSERVED AND TESTED BY A REPRESENTATIVE OF A CERTIFIED GEOTECHNICAL ENGINEER. FOUNDATION NOTES 1, ALL FOOTINGS SHALL BEAR ON CONTROLLED COMPACTED SUBGRADE HAVING A MINIMUM BEARING CAPACITY OF 2500 POUNDS PER SQUARE FOOT. 2. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE VERTICAL TO TWO HORIZONTAL. 3. CONSTRUCTION JOINTS IN WALLS OR GRADE BEAMS SHALL BE VERTICAL JOINTS LOCATED A MINIMUM DISTANCE OF 4'-0' FROM ANY WALL OPENING AND APPROXIMATELY MIDWAY BETWEEN COLUMNS OR SUPPORTS. 4. NO BACKFILLING AGAINST WALLS SHALL BE DONE UNTIL CONCRETE HAS ATTAINED FULL STRENGTH AND SUPPORTING FLOORS ARE IN PLACE OR WALLS HAVE BEEN ADEQUATELY BRACED, 5. SLABS ON GRADE SHALL BE PLACED ON CONTROLLED COMPACTED FILL DENSIFIED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D 1557. 6. PROVIDE CONTRACTION CONTROL JOINTS IN SLABS ON GRADE AT DESIGNATED LOCATIONS SHOWN ON PLAN, 7. FOR LOCATION OF FINISH DEPRESSIONS IN SLABS ON GRADE, IF APPLICABLE, REFER TO ARCHITECTURAL DRAWINGS. CONCRETE NOTES 1, ALL CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING CODE (318-99). 2. ALL CONCRETE SHALL BE 3000 PSI CONTROLLED NORMAL WEIGHT CONCRETE UNLESS OTHERWISE NOTED ON DRAWINGS. 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, 5. CONCRETE COVERING FOR REINFORCING STEEL SHALL BE A MINIMUM OF 3/4' FOR SLABS, 1 1/2' FOR BEAMS AND COLUMNS, 1 1/2' FOR FORMED SURFACES EXPOSED TO EARTH OR WEATHER, 3' FOR FOOTINGS AND BEAMS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 6. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL, 7. ALL REINFORCING BARS MARKED CONTINU❑US SHALL BE LAPPED 43 BAR DIAMETERS. LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS UNLESS OTHERWISE NOTED. HOOK ALL TOP BARS AT DISCONTINUOUS ENDS, STRUCTURAL STEEL NOTES i. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A572, GRADE 50 UNLESS OTHERWISE NOTED, STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A53, TYPE S, GRADE B. STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B (Fy = 46 KSI). 2. DETAILING, FABRICATION AND ERECTION OF STEEL SHALL CONFORM TO THE MANUAL OF STEEL CONSTRUCTION (9TH ED.)(ALLOWABLE STRESS DESIGN), 3. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. 4. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY,AWS DIA STRUCTURAL WELDING CODE -STEEL. 5. FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325N HIGH STRENGTH BOLTS UNLESS OTHERWISE NOTED ON DRAWINGS. 6. BEAM CONNECTIONS SHALL BE ADEQUATE TO SUPPORT ONE HALF THE TOTAL UNIFORM LOAD CAPACITY FOR THE GIVEN SIZE AND SPAN OF BEAM. ALL BOLTS SHALL BE A MINIMUM OF 3/4' DIAMETER. 7. ALL STEEL SHALL RECEIVE A SHOP COAT OF PAINT EXCEPT CONTACT SURFACES OF SLIP CRITICAL HIGH STRENGTH BOLTS AND SURFACES TO BE WELDED. STEEL JOIST NOTES 1. DESIGN, FABRICATION, AND ERECTION OF OPEN WEB STEEL JOISTS SHALL CONFORM TO STEEL J131ST INSTITUTE'S STANDARD SPECIFICATIONS. ROOF JOIST DESIGN SHALL BE MODIFIED AS REQUIRED TO PROVIDE A NET UPLIFT LOAD CAPACITY OF 25 PSF, JOIST MANUFACTURER SHALL SUBMIT AFFADAVIT BY A FLORIDA LICENSED PROFESSIONAL ENGINEER CERTIFYING CONFORMANCE WITH DESIGN LOAD CRITERIA. 2. PROVIDE TOP AND BOTTOM CHORD JOIST BRIDGING SIZED AND SPACED TO MEET THE STEEL JOIST INSTITUTE SPECIFICATIONS MODIFIED AS REQUIRED BY UPLIFT DESIGN. USE HORIZONTAL BRIDGING THROUGHOUT EXCEPT THAT DIAGONAL CROSS BRIDGING SHALL BE COMBINED WITH HORIZONTAL BRIDGING AT THREE CONSECUTIVE PANELS ADJOINING EXTERIOR WALLS, ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON JOISTS, 3. CONCENTRATED HANGER LOADS, SUCH AS HEAVY PIPES, MECHANICAL EQUIPMENT, ETC., NOT SHOWN ON DRAWINGS, WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. SUCH LOADS IF PERMITTED, SHALL HE SUPPORTED AT JOIST TOP CHORD PANEL P❑NTS. MASONRY NOTES 1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530-99/ A.S.C,E, 5-99/TMS 402-99 AND ACI 530.1-99/A.S.C.E. 6-99/TMS 602-99. 2. ALL CONCRETE MASONRY SHALL BE NORMAL WEIGHT UNITS CONFORMING TO ASTM C90, TYPE N-II WITH A MINIMUM MASONRY COMPRESSIVE STRENGTH, f'm = 1500 PSI AT 28 DAYS, 3. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AND SHALL CONFORM TO ASTM C270, TYPE S. 4. COARSE GROUT SHALL HAVE A 3/8' MAXIMUM SIZE AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. SLUMP MEASURED IN ACCORDANCE WITH ASTM C143 SHALL RANGE BETWEEN 8' AND 11'. 5. PROVIDE VERTICAL REINFORCING AS SHOWN ON DRAWINGS. DOWEL ALL VERTICAL BARS INTO FOOTINGS, LAP BARS 48 DIAMETERS AT SPLICE LOCATIONS, AND HOOK BARS INTO TIE BEAM AT ROOF LEVEL, 6. PROVIDE GROUT FILLED KNOCKOUT BLOCKS AT LOCATIONS INDICATED WALL SECTIONS. LAP ALL BARS 48 DIAMETERS AT SPLICE LOCATIONS. 7. FILL BLOCK WALLS SOLID WITH COARSE GROUT AT ALL REINFORCED CELLS AND AT DESIGNATED LOCATIONS SHOWN ON DRAWINGS. MORTAR ALL CROSS WEBS OF CELLS RECEIVING GROUT AND MAINTAIN 3' MINIMUM CLEAR CELL OPENINGS AND MINIMUM CLEAR AREA OF 10 SQ.IN. 8. FOR HIGH LIFT GROUTING, PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL GROUT FILLED CELLS (ALTERNATE CELLS AT SOLID GROUTED WALLS), 9. HORIZONTAL JOINT REINFORCING SHALL BE STANDARD WEIGHT, LADDER TYPE REINFORCING CONSISTING OF #9 GAGE LONGITUDINAL AND TRANSVERSE RODS SPACED AT VERTICAL INTERVALS NOT EXCEEDING 16'O.C. CROSS RODS TO BE SPACED 16'0.C. LAP LONGITUDINAL RODS AT LEAST 8' AT SPLICE LOCATIONS. 10.PROVIDE PRECAST CONCRETE LINTEL BEAMS OVER ALL EXTERIOR AND INTERIOR MASONRY WALL OPENINGS UNLESS OTHERWISE NOTED. TOTAL LOAD DEFLECTION NOT TO EXCEED L/360, 11.PROVIDE TEMPORARY BRACING OF MASONRY WALLS AS REQUIRED DURING CONSTRUCTION. LIVE LOADS FLAT ROOF 20 PSF WIND LOADS (FLORIDA BUILDING CODE 2004) BASIC WIND SPEED = 130 MPH FLAT ROOF IMPORTANCE FACTOR, II = 1.0 EXPOSURE B INTERNAL PRESSURE COOEFICIENT t0.18 MAIN FRAME END ZONE, 2a = 11.0' COMPONENTS & CLADDING END ZONE, a = 5.5' MAIN WIND FORCE RESISTING SYSTEM PER A.S.C.E. 7-02 HEIGHT (FT) HORIZ.WIND PRESSURE(INT.ZONE) HORIZ.WIND PRESSURE(END ZONE) 0-30 15.9 PSF 23.9 PSF COMPONENTS AND CLADDING - EFFECTIVE WIND AREA < 10 SF. HEIGHT (FT) HORIZ.WIND PRESSURE(INT.ZONE) HORIZ.WIND PRESSURE(END ZONE) 0-30 +24.8/-26.9 PSF +24.8/-33.1 PSF HEIGHT (FT,) VERTICAL WIND PRESSURE AT ROOF a 0-30 ZONE 1 +11.0/-27.1 PSF ZONE 2 +11.0/-45.5 PSF aF21 ZONE 3 +11.0/-68.5 PSF OVERHANG ZONE 2 -39.1 PSF ZONE 3 -64.4 PSF PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES RESPECTIVELY. 8 U� rn J0>1 " �L J a o o co v/ N U co04 C r U Q O� c �t n. M J ti Cl) J ILL 06 Ua O °' v'1 OD C d � J J OL U 11. 0 J J p�j J LL U 0 O N O -JLL Q M U ¢�i > M J ZOO LL pLMJ Q D Q m 0 _ z W 00N N Revisions: 2 8/28/07 - OWNER REQUESTED CHANGES Project Number 06082a Date 03-19-07 Sheet Number S-2 "AV I I I _.. _ _ 1 1 _ _1 _.._ _-.. -. L__ -1_ PLUMBING NOTES & SPECIFICATIONS CONNECT TO M, SAN, SEWER, PLUMBING CONTRACTOR TI VERIFY LOCAT. CONNECT TO CITY WATER CONNECT TO MAIN SAN, SEWER, PLUMBING ^^ T^ ^ ^ ., a• AN 1. ( 3 �SNAITARY RISER DIAGRAM SCALES N.T.S. KT'% PLUMBING PLAN �P-l)SCALE, 1/8' = 1'-0' FROM BUILDING B PLUMBING SITE PLAN TO EXIST, MAIN SEWER LINE TO CITY WATER 1, PLUMBING PIPING SHALL BE SCHEDULE 40 PVC EXCEPT WHERE NOTED, 2.INSTALL ALL PLUMBING AS PER 2004 STANDARD PLUMBING CODE AND LOCAL AUTHORITY HAVING JURIDICTION, 1 DING B 3, ALL WATER PIPING ABOVE GROUND SHALL BE TYPE L HARDDRAWN COPPER PIPE, 4, ALL WATER PIPING BELOW GROUND SHALL BE TYPE L S❑FTDRAWN COPPER PIPE, aL, GREASE NDER -NT SCALES 1'=50'-0' TO FUTURE TENANT i c j, J � O �d Q J n Ol U Jc > U. �o o M U N � N n L N � d O J�2 J LL 0 A U� >0 N 0Q, co co C Z O Q00 c a 0� U C ;J O T p� J LJL U O m > 0 C) 0 0 N Q U p c-4 J cr '�t 0 J Lr) z >M ° U ��L; Q Z m� F n- o � J J = p :D Q C(- U = m (D >- w �- co a- z N �N Revisions: (� Z 06 z�� Z 0 Q � 4 ...) W 2 W o n M� W � � TE Project Number 06082a Date 03-19-07 Sheet Number P-1 --1 1^.,11:1 ' V71 IT I11 11. 1 11 11' 1' !- "1 :e9 . I 1 ! I I I. ■n'n I F- M J LJ ROOF CURB F❑R FUTURE RTU'S (APPROX. 19' X 35' TYP. 2) I I I I I -1 l___ 3 RACK FOR FUTURE EQUIPMENT (VERIFY W/ MFG,) 131 \-19'Xl9' ROOF CURB FOR FUTURE EXH. FAN (VERIFY W/ MFG.) M r L ROOF CURB F❑ToO FUTURE RTU'S (APPR❑X, 19' 35' TYP, 2) ROOF CURB FOR FUTURE RTU''SS (APPROX. 21' X 63') ROOF CURB FOR FUTURE RTU'S (APPR❑X, 29' X 56') r 3 21'X21' ROOF CURB FOR FUTURE EXH, FAN (VERIFY Z / MFG,) SHELL SPACE LJ 23'X23' ROOF CURB F❑R FUTURE `( EXH, FAN (VERIFY W/ MFG.) 3 ROOF CURB FOR FUTURE RTU'S (APPR❑X, 3'-1' X 5'-7' TYP, 2) I I I I I I Ll/ IL_/ I \\,JI I I iL/ \'_JI I I I I IL/ \'�JI I I 1 MECHANICAL PLAN M-1 SCALES 1/8' = 1'-0' a D 18 G.A. 1-1/8 WIDE S,S, HURRICANE STRAP, 36' O.C. 1/4' S,S, BOLT WITH FLAT & LOCK — WASHER (TYP.) TYPICAL ROOFTOP UNIT — FUTURE C❑NT, PIT, BLACKING FULL PERIMETER ROOF CURB AND WASHERS ❑N 24' CENTERS, (MIN, THREE REQUIRED PER SIDE), TYPICAL HURRICANE STRAP ON RTU CURB SCALES NITS, ROOF C M Lo w O � O cc < _ C Q 0 ti J N 0) C U C C U_ cc @ > .. C) oco d ° m iz- U o �. Q d �EL cn J LL 06 of, U a O� o coZ CID J G o ii c J o J LJL U O S N 0 J O J W It z U > Jo c u _1 CL Z m J Z ° = 00 W �' M z N CCN Revisions: Project Number 06082a Date 03-19-07 Sheet Number M-1 VIA ! 1. A 1 11 I. H 1 1 1 1 11 L 11 - --- _ -1 R_ 1 1 1 !1 1 1- _ I I I ---I ---- --- -- 301 IRF VE PANEL A SQ.D TYPE,_Q❑__ NEMA,--- 1 _ MTD,__ SURF. SPACES,____42 V❑LT�_1�Q/�Q$_ PH�__3 WIRES, BAR--__ YES AMPS__ 600_,_ MAIN_LUG____ FEEDER WIRES, 2 SETS 4 350 MCM THWN & 1 #1 THWN CU CIR 4MP P LOAD VA WIRE I CIR MP PI LOAD VA I WIRE 2 1 20 1 LIGHTS .84 3-#12, 1/2'C 1 2 20 1 EXIT/EMER, LIGHTS ,3 3-#12, 1/2-C 3 20 1 J-BOX FOR SIGN .18 3-#12, 1/2'C 4 5 20 1 RECEPT. ,18 3-#12, 1/2-C 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD = 1,140/360 = 3,25 AMPS 2 HOUSE UNIT A HOUSE 0 0 PANEL 100/3 600/3 SERVICE DISCONNECT /C UNIT B SWITCH 1,200 AMP 4-43 THHN, 1#8 THHN 0120/240V EQ, GRD, IN 1' NIPPLE 1PH, 3W 200/3 UNIT C 0 1 ELECTRICAL PLAN E -1 SCALD 1/81 = 1'-0• a D HOUSE PANEL PANEL H SQ,D TYPE,_ Q❑__ NEMAI__ 1 _ MTD,__SURF,SPACES, .... 42 VCLTT_j2Q4aQ$_ PH-__3 WIRES�___4GRN, BAR,___ YES AMPS,__100A,_ MAIN_LUG_--_ FEEDER WIRES, 4 #3 CU THWN & 1 #8 CU THWN CIR 8IMP P LOAD VA WIRE CIR MP P LOAD VA WIRE 1 30 2 IRRIGATION PUMP 1.5 3-#10, 3/4'C 2 20 1 CANOPY LTS 72 3-#12, 1/2'C 3 4 20 1 CANOPY LTS .96 3-#12, 1/2'C 5 6 7 8 9 10 1111 12 2 TOTAL CONNECTED LOAD = 3,180/360 = 9 AMPS PANEL B _SQ.D TYPEiQONEMAl__ 1 _ MTD,__ SURF, SPACES,____42 V❑LT�_1�'Q['�Q$_ _3 WIRES__ 4GRN, BARI---- YES AMPS,__ 200MAIN_LUG____ FEEDER WIRES, 4 3/0 CU THWN & 1 #6 CU THWN CIR MP PI LOAD VA WIRE CIR 4MP IP LOAD VA WIRE 2 1 120 1 LIGHTS 42 3-#12, 1/2'C 2 20 1 EXIT/EMER, LIGHTS .3 3-#12, 1/2'C 3 120 1 J-BOX FOR SIGN .18 3-#12, 1/2'C 4 5 20 1 RECEPT, .18 3-#12, 1/2'C 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD = 1,080/360 = 3 AMPS 2 LOAD CALCULATION PANEL H = 3,180 A = 1,140 B = 1,080 C = 1,080 6,480/240 = 27 AMPS LIGHT FIXTURE SCHEDULE MARK TYPE FINISH LENS VOLT LAMP MANUF, CATALOG REMARKS A 8' FLUOR SURF, STRIP WHITE N/A 120V 75W (96') SLIMLINE LITHONIA C 2 96 BSURF, MOUNTED ROUND FIXTURE WHITE N/A 120V 1-22W LITH❑NIA AS SELECTED C EXIT LIGHT WHITE STENCIL 120V N/A LITH❑NIA LQM S W 3 R EL N 2-8W D BATTERY PACK WHITE N/A 120V TUNGSTEN LITH❑NIA ELU2 HALOGEN PANEL C SQ.D _ TYPEt__QONEMA,___1 _ MTD,__ SURF, SPACES,____42 VOLT,_122/EQ$_ PH�3 WIRES,__ 4GRN, BAR! ---- YES AMPS,__200_,_ RAIN LUG _ FEEDER WIRESi 4 3/0 CU THWN & 1 #6 CU THWN CIR NMP IP LOAD VA WIRE CIR 4MP P LOAD VA WIRE Z2 1 20 11 LIGHTS .42 3-#12, 1/2'C 2 20 1 EXIT/EMER, LIGHTS ,3 3-#121 1/21C 3 20 1 J-BOX FOR SIGN ,18 3-#12, 1/2'C 4 5 20 1 RECEPT, ,18 3-#12, 1/2'C 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD = 1,080/360 = 3 AMPS 2 200/3 4 SETS 3' PVC W/ 4 350 MCM EACH LIGHTNING ARRESTOR #3/0 GRD, ELECTRODE CONDUCTOR WTR DRIVEN GRD GRD ELECTRICAL RISER DIAGRAM SCALES N.T.S. GENERAL ELECTRICAL NOTES 1, ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE N,E,C. AND LOCAL GOVERNING CODES, 2, ALL MATERIALS WHERE APPLICABLE SHALL BE U,L, LABELED, 3, CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR (1) YEAR, 4, CONTRACTOR SHALL VERIFY LOCATION AND ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT FURNISHED BY OTHER TRADES PRI❑R TO INSTALLING WIRE AND CONDUIT, 5. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, #121 S❑LID WITH SINGLE BRAID, #10 AND LARGER, STRANDED, WITH AT LEAST DOUBLE BRAIDi TYPE RHW, THHN, OR THHW FOR FEEDERS AND BRANCH CIRCUITS #12 AWG MINIMUM SIZE, ALL INSULATION TO BE TW OR THW, 6, CONTRACTOR TO VERIFY ELECTRICAL REQUIRMENTS OF ALL EQUIPMENT BEFORE INSTALLING ANY R❑UGH-IN, LIGHTING PLAN LEGEND SYM, DESCRIPTION REMARKS 8' FLUORESCENT LIGHT SEE FIXTURE SCHEDULE I---i F--i 4' FLUORESCENT LIGHT SEE FIXTURE SCHEDULE CEILING MOUNTED FIXTURE SEE FIXTURE SCHEDULE WALL MOUNTED LIGHT SEE FIXTURE SCHEDULE EMERGENCY BATTERY UNIT WITH TWO ADJ HEADS SEE FIXTURE SCHEDULE ® EXIT LIGHT SEE FIXTURE SCHEDULE SWITCH, SINGLE POLE L 48' AFF OR AS NOTED 0 PANELBOARD TOP 72' AFF IQ DUPLEX RECEPTACLE,125V,20A 18' AFF W.P. INDICATES WEATHER PROOF GFI INDICATES GROUND FAULT INTERRUPTER Q JUNCTION BOX QJ DISCONNECT SWITCH AS NOTED U� 8 8 � a c J M M M LL a > o VJ r L OQ N a J LL 0 U� N OILD C g co > U O Q U J G LL O JC O JJ LJL 06 g 0 n 0 N O J J ICT LO M Z LLJ U J > a_ji zpcn z a.In 0 m J L) a. Q LU Z W N �N Revisions: 8/28/07 - OWNER 2 REQUESTED CHANGES 9/24/07 - OWNER 3 REQUESTED CHANGES (n W (I) J Q o Q Z W Zaky JQ°, q V �o{' m W < N 1, U rn W Q W Project Number 06082a Date 03-19-07 Sheet Number E-1 130'-8' S-2 TOP OF STEEL S-2 EL. 12'-9 1/2' 6 X36' R OF U B FOR FUTURE / �MFG) VERIFY "AWesea R"^ 0 Ir � II I .fi' II II N 6 X36' R OF II I II II �lyCn�R '��"1�1L. ■� _ _ _• -_ B FOR FUTURE- -PCYFN • ROOF CURB F R FUTU E RT ' CAPPR X. 3 1 X o - �t I + f FAN _ (�- ROOF CURB FO FUTURERT 'S (APPRO 6'-6' . 4' 2' YP. ) N �v 4'-0• a'-o S')iiLl, �o E S/i �P o� to N _—_ °- —� �---__---------__-----_ N r---� I I D BUILDING 'B' . 5,850 S.F. (,:;u_ ._ _... _ _ .._. _ _ _ / _ n. . 10 SP, @ 9'=90`'` 10 SP. 9'=90' 77 o iA c 10 10LAI c 10 ;P05 ® — �' M cr�o -so pact cams . a rases c»� o rstr� o� c-o � � �a +� r� ® msra � � eeas s I ���P `�s� ;n in ., J I 1 PQQ``�� S 89058,29, W 548.5 ' Kim u a% ------------- f 30 SET / Ln tl! (LANDSCAPE 0' BUFFER W I L J- a , o I 2 / GENERAL NOTES: LAYOUT BASED ON NFPA 13 ORDINARY HAZARD GROUP2 130 Sq Ft Max spacing. .20 / 1500 sq ft reduced to 935 sq ft using quick response heads. BUILDING A EQUALS 6795 Sq Ft FIRE SPRINKLER SYSTEM To BE MONITORED. MAX STORAGE HEIGHT NOT TO EXCEED 12%0" PER OWNER. HANGERS TO BE STEEL TOP BEAM CLAMPS , ALL THREAD ROD, AND HANGERS RING. SEE DETAIL. UNDERGROUND PIPE TO BE DR-14 CLASS 200 PVC WITH MECHANICLA JOINT FITTINGS RESTRAINED PER 2,a �Z.� �Z.� t2.� l2rJ 12.0 12-� iz.a �2'0 ,�� 12.0 l� 12, J IS) F NFPA24.. 6 rOP aF STEEL UNDERGROUND PIPE SHALL HAVE A M OF 36" S-2 EL. 13'-4' S62 BURY. 130'-s• ABOVE GROUND PIPE TO BE BLACK STEEL SCH 10 BOTH WELDED AND GROOVED. THIS IS A SHELL SYSTEM. TENANT FINISH OUT TO BE PERFORMED UNDER SEPARATE PERMIT. FIRE FLOW TEST BY ZEPHYRHILLS FIRE DEPARTMENT. l2 ©ItLk �;.sPo�s� uP2t �•'I STATIC 52 cs wFs la:n,d S1ri C l5t�o l REIDUAL 40 EDC Engineering. -Inc. FLOWING 1087 GPM 1020 fAefierson St. ',�� let, 2'i y F�c 6-11-2007 Brooksville, FL 34601-3428 CI�%LK S%t.v� w�G1.�cu VALWL Phone:352-797-0799 (j�tiS�1a� HYDRANT # 8121 Toll Free: 877-797-0799 l" Fox: 352-797-0975 CoN�qaty vra;..�:: "I��, �. �,�•a ` Small: edc@edcenq,00m i%PPtN �A G�c R.,�w D2- I `I � LV6 �<< OW ..— �J ...'—_ DUMPSTERS IN SEP 2 2��7 - 118.25' 6' ENCLOSURE N 89058'47' E 547.57* James B. Whittum, P.E. Lic #27689 • W/ GATES (SEE ,... —.— =:_ . — ---.— — _ �_ �._._ .�_ DST. 2/A-1) CD 130.67'77tl 0 _------__ D D D D rT-`---------_-� _ ( -.� r 1 1 ' 20' 24' CI 20'L 5' 20' 24` 20' 20' 24' ti 20' 1 LO 6,795 S.F: 4 RETENTION FUTURE 'CICI'S PIZZA' I 6 'n 6 7 7 7 II i 130.67' c=a try CMX= c�:a o 1 N I ( 6 @' 7' 1112' 5' 12' 17.5' 6 SP, @ 9'=54' / r s a ! in 4P. P 9Ia90' .—�� 1---t^ —I to cc o 4v_Qn, I ,n -i J 0, J v _ -- - - U A ' `21c�`1c�.Q-n�•l`l R P,.AEJ R,90% .EJ co6M114 m 0 n '3 4 a a N C � %id C % ■ o fib a yyE LL ® a U) U) C) o 0 N 0 N yC U J LL Revisions: 1�dt�E� l't2�% �►�IaQA Clsr�r•1 iGn/� f 0.. LLJ z w EL 0) UJ Ll- Project Number 2oc�-) - 2► Date (� Sheet Number + ',�. _.} ?;. .F.�w.� y <<,�-y � •�� „. #,,fir. ..� '+. � .. '1✓'' .� - �;.. eX {a..J.�:S�`1 a.�i1 ��. tn.+b••.i. .E . . _.r '. d� .,. , ! �s I --- 4 O D W z ¢ J J W U ►I REPLACE EXIST,t SIGN W/ NEW 1 / MONUMENTAL SIGN (SIGN BY SIGNAGE C❑J W z J J � W U Li 1 I I — — — — _ LIGHT 10 Sp. @ 9'=90' _ — u - 130.67' 7 BUILDING 'A' i 6,795 S.F. FUTURE 'CICI'S PIZZA' I I I 130,67' I I 5 p I o I ' �� �� cu �,, TI 3 SP. @ "�'C7' 1112' S12, 17.5' N II I 6 SP. @ 9'=54' / ❑ 10 / o (u POLE 11 LIGHT 6 6 UNDERGROUND 3 DUMPSTERS IN UNDERGROUND 2 SETS OF 3' PVC 6' ENCLOSURE SETS OF 4' PVC W/ 4-350 MCM CU W/ GATES (SEE N 89058'47' E 547.57' �// 4-500 MCM CU 7Ln l I El PR CRESS ENERGY TR NSF❑R ER / 24 \ -- 5 20' 24' 20' 20' iu W L L LI HT a� 0i 6 N 6 7 7 7 D � fl- _---� ,---_--8 -_-_ - - - - - - II I Lp (2 1,500 GAL, — — — -- — — — — — —~ r� G EESE TRAPS II O I— 1 I POLE tJ� i J I LIo-G�O J � 6 SP. @ 9'=54' I L-----T �---- 0 PROGRESS \ \ --------- � ENERGY UNDERGROUND \ r — — — -- — \r'J I / 10' 26' 10, 10 Sp. @ 9'=90'— — -_ 1011 _ ' 10 Sp, b 9'=90' — — J \ a \ 10 b 10 in T S 89058'29' W 548,56' O P❑WER POLE N❑TEI REFER TO CIVIL DRAWINGS FOR SITE DRAINAGE, UTILITIES & LANDSCAPE DRAWINGS. ARCHITECTURAL SITE PLAN SCALE, 1' = 20'-0' a p ELE]SERV, =i 52' WALL LIGHT NOTE, LIGHT FIXTURES W I SHALL BE DESIGNED 20' AND SHIELDED SO 4 (� cab o 5 THAT LIGHT IS DIRECTED ONTO THE PARKING AREA AND DIRECTED AWAY FROM ADJACENT PROPERTIES AND TRAFFIC. cu BUILDING 'B' 5,850 S.F. L POLE W LL LIGHT LI HT 52' TOP OF WALL 6'-0' CONT, #5 REBAR, TYP. GROUT FILLED CMU SITE DATAL REFERENCE BUILDING CODES: #6 REBAR @ 56' ❑.C, SITE AREA = 72,541 SF = 1,66 ACRES BUILDING: FLORIDA BUILDING CODE - VERT, AND @ CORNER 2004 EDITI❑N ----- SAND ENDS, GROUT CELLS Z❑NEDI C2 PLUMBING: FLORIDA PLUMBING CODE S❑LID AT REBAR, 36' MIN. 2004 EDITI❑N - LAP MAX BUILDING PERMITTED 25% = 18,135 SF MECHANICAL, FLORIDA MECHANICAL CODE - TOTAL BUILDING AREA PROVIDED = 12,645 SF (OK) 2004 EDITI❑N ELECTRICAL: NATI❑NAL ELECTRICAL CODE PAINTED 8' CMU WALL PARKING REQUIRED: 2005 EDITION W/ HORIZONTAL REINF, @ RESTAURANT = 1 PER 150 SF = 45 SPACES ACCESSIBILITY: FLORIDA ACCESSIBILITY CODE _ 16' ❑.C„ TYP, GENERAL/OFFICE = 1 PER 200 SF = 29 SPACES FOR BUILDING C❑NSTRUCTI❑N FBC 2004 EDITION _ - TOTAL PARKING PR❑VIDED = 88 SPACES INCLUDING 4 HC, LIFE SAFETY: NFPA 101 LIFE SAFETY CODE 2003 EDITI❑N 6' THICK C❑NC, SLAB BUILDING AND PAVING AREA = 47,143 SF = 65% REINFORCED W/ WWF 6X6-W1,4XW1,4 TOTAL GREEN/PERVI❑US AREA = 25,398 SF = 35% BUILDING CODE CRITERIA: - LEGAL DESCRIPTION, OCCUPANCY: MERCHANTILE GROUP M (SECTION 309) TOP OF SLAB C❑NST, TYPE: IIB ram. THE NORTH 2/5 OF TRACT 24, ZEPHYRHILLS COLONY ALLOWABLE HEIGHT & BUILDING AREAS: , 0'-0' COMPANY LANDS IN SECTI❑N2, T❑WNSHIP 26 SOUTH, RANGE MAX. BLG, HEIGHT: 55'-0' 4 21 EAST,AS RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC MAX. # OF ST❑RIES, 4 I:. RECORDS OF PASC❑ COUNTY, FLORIDA, MAX, BLG. AREA: 12,500 S.F.'- - - - COMPACTED FILL, TYP, REINF, C❑NC, F❑OTING (3) #5 CONT, AND #3 TIES @ 32' D.C. GATE SHALL BE 6' HIGH SOLID PANEL ALUMINUM W/ ALUMINUM FRAME SCREEN WALL SECTION A -1 J SCALE, 3/4' = 1'-0' SETBAC A J M LL a o � o o D L ti N .V Q on m `0 -c a Jcn M J LL 0 y a >cc C) O o � V)� 0 o z m C O N N c J U LL 0 C o QL0 --I LLL 06 U 0 C 0 0 CD 0 0 N I 1 Of o Z O � ZO U J LLB U _ °° zm� �QCC �� J C14 (' I LL U W z = n' N m CD Nt M (DN _ a- Revisions: Q o m z 0E-W� � � UUj z Q a 4 N m C) U) o - Q � Project Number 06082b Date 03-19-07 Sheet Number A-1 1 0 i 0 24'-0' r--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • I 6" THICK CONC. SLAB, I rt REINFORCED W/ r,WWF' 6X6-WL XW1.4 :.Ll • GATE L — — SOLID SHALLBE BALUMINUMH L — — W/ ALUMINUM FRAME, WHEELS L CANE BOLTS 1 DUMP STER/ ENCL URE PLAN SCALES 1/2' = 1'-0' Q D 7 �--- REINF. CONC. FOOTING (3) #5 CONT, AND #3 TIES 2 32' O.C., TYPICAL J #6 REBAR 2 56' O.C. VERT, AND L CORNER SAND ENDS, GROUT CELLS SOLID AT REBAR, 36' MIN, LAP, TYPICAL PAINTED 8' CMU WALL W/ HORIZONTAL REINF, e 16' O.C., TYPICAL TOP OF WALL 6,^00 CONT. #5 REBAR, TYP. GROUT FILLED CMU #6 REBAR 8 56' O.C. VERT, AND a CORNER SAND ENDS, GROUT CELLS SOLID AT REBAR, 36' MIN, LAP PAINTED 8' CMU WALL W/ HORIZONTAL REINF, 8 16' D.C., TYP, 6' THICK CONC. SLAB REINFORCED W/ WWF 6X6-W1.4XW1,4 TOP OF SLAB • 0,_0. Nw I I I COMPACTED FILL, TYP, EEL —III—I� IFL—tt �:.. REINF, CONC, FOOTING (3) -I I —) I • ., • ,a #5 CONT, AND #3 TIES 2 32' D.C. GATE SHALL BE 6' HIGH 3'-0SOLID PANEL ALUMINUM W/ ALUMINUM FRAME 2 SCREEN WALL SECTION D—lJ SCALES 3/4' = 1'-0' x'OMPt.Y WITH LE, CITY OF BUILDING SHALL. COMPLY WITH ALL APPLICABLE BUILDING, ELECTRICAL, PLUMBING AND MECHANICAL CODES •, � �• tie '�l s ��� '- C 02 MCC C °° N C YC G a �Cp 2 w S m Cn t5 C N C F J 0 sa an V a o C a Q C J oU. J � LL10 J C 8 N J I Y o J Nt ° w U 4JL / m J CL Z0 6 J_ Cl) J = 0 Q LUa- z (DN N Revisions: Project Number 06082a Date 03-19-07 Sheet Number AD-1 .a.Afilr i 1 11 ri i F, - - - - i--T-T-7 -- -V t k t-IT--T7 iI'--- i ill it "lid - -;1 --- .- -.-. - - - .. i--r i..r -- - t (r i "t � YTT -u11- - -r--_ CD M z z r-1 17 w z J J LLJ U U Q 301 SETBAEK u� CU M hO' AND CAFE c� BUFFER w I O C) L o I O z I / REPLACE EXIST. SIGN W/ NEW MONUMENTAL / SIGN (SIGN BY SIGNA6E CO,) L l I �S'P z '\ a J J W U w q UNDERGROUND 3 DUMPSTERS IN SETS OF 3' PVC 6'ENCLOSURE N 89058'47' E 547,57' W/ 4-350 MCM CU W/ GATES (SEE DET, 2/A-1) U_ �a R GRESS ENERGY R NSF❑R ER �— UNDERGROUND 2 SETS OF 4' PVC W/ 4-500 MCM CU I - 24' 20' S- 20 1 ' ' 24' L ' _ _ --- co n 24' 1 iu � A L- L Lc� ch 6 795 S,F, { r I HT RETENTI❑N I FUTURE 'CICI'S PIZZA' 6 7 W 7 7 CL ---�——— — — — — -- I I I I 130,67' I II I (2 I ! — IGAL, I I GR EESE TRAPS', �n IF, 11 II I I I I u I 5 6 L RbLE 6�' I I P❑LE _ LIGHT o o v — — — -- LIGHT I — — — - - -L- -- -- I —. o — J ' P. @ '27 1I12 5' 12 i, 6 SP• @ 9'=54' ry \ / �— — PROGRESS - /— Lr) Cd ENERGY -- \ r-- — — —— ----� UNDERGROUND 10 SP. @ 9'-90' �— — —1 -� 6 SP, @ 9'=54' 10' 26' 10, \ 10 SP. @ 9'=90'`' — _ 10' 10 SID 9'=90, 10 ` Ou POLE LIGHT 6 \ 10 u \ N 10 S 89058'29' W 548.56' \ . P❑WER POLE NOTE, REFER TO CIVIL DRAWINGS FOR SITE DRAINAGE, UTILITIES & LANDSCAPE DRAWINGS, ARCHITECTURAL SITE PLAN SCALES 1' = 20'-0' SITE AREA = 72,541 SF = 1,66 ACRES ZONED, C2 MAX BUILDING PERMITTED 25% = 18,135 SF TOTAL BUILDING AREA PROVIDED = 12,645 SF (OK) PARKING REQUIREDi RESTAURANT = 1 PER 150 SF = 45 SPACES GENERAL/OFFICE = 1 PER 200 SF = 29 SPACES TOTAL PARKING PROVIDED = 88 SPACES INCLUDING 4 HC, BUILDING AND PAVING AREA = 47,143 SF = 657 TOTAL GREEN/PERVIOUS AREA = 25,398 SF = 357 LEGAL DESCRIPTION, THE NORTH 2/5 OF TRACT 24, ZEPHYRHILLS COLONY COMPANY LANDS IN SECTI❑N2, TOWNSHIP 26 SOUTH, RANGE 21 EAST,AS RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC RECORDS OF PASC❑ COUNTY, FLORIDA. a1 BL'II=9<>1j,, Li_ COMPLY WITH ALL gPPLiCABLt B3 JILDIN6, ELEC'TR?(. c�L, PLuMBIN-C AND r,1 ECHA NII: 1-1 '-'()DFS L tLomWLY WITH CITY OF F?p LL,B01&tD[NA.NCE. BUILDING SHALL COMPLY WITH ALL APPLICABLE BUILDING, ELECTRICAL, PLUMBING AND MECHANICAL CODES. REFERENCE BUILDING CODES, FLORIDA BUILDING CODE BUILDING: 2004 EDITION PLUMBING, FLORIDA PLUMBING CODE 2004 EDITION MECHANICAL, FLORIDA MECHANICAL CODE 2004 EDITION ELECTRICAL, NATIONAL ELECTRICAL CODE 2005 EDITION ACCESSIBILITY: FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FBC 2004 EDITION LIFE SAFETY, NFPA 101 LIFE SAFETY CODE BUILDING 2003 EDITION CODE CRITERIA, OCCUPANCY: ASSEMBLY GROUP A-2 (SECTION 303) C❑NST, TYPEi IIB ALLOWABLE HEIGHT & BUILDING AREAS, MAX, BLG, HEIGHTi 55'-0' MAX. # OF STORIESi 2 MAX, BLG, AREAi 9,500 S.F. ttl",Ya1,W DATE: ILr 116 WF LI 20' 1 4 5 POLE LIGHT ELECT, SERV, 52' NOTE, LIGHT FIXTURES SHALL BE DESIGNED AND SHIELDED SO THAT LIGHT IS DIRECTED ONTO THE PARKING AREA AND DIRECTED AWAY FROM ADJACENT PROPERTIES AND TRAFFIC, 1:101-1.4"UNUSE ".1 I W L LI t 52' TOP OF WALL 6'-0' CONT. #5 REBAR, TYP. GROUT FILLED CMU #6 REBAR @ 56' O.C. VERT, AND @ CORNER SAND ENDS, GROUT CELLS SOLID AT REBAR, 36- MIN. LAP PAINTED 8' CMU WALL W/ H❑RIZONTAL REINF, @ 16' ❑,C„ TYP, 6' THICK C❑NC, SLAB REINFORCED W/ WWF 6X6-W1,4XW1,4 TOP OF SLAB 0'-0' COMPACTED FILL, TYP, REINF, CONC. FOOTING (3) #5 CONT, AND #3 TIES @ 32' O,C, GATE SHALL BE 6' HIGH SOLID PANEL ALUMINUM W/ ALUMINUM FRAME 2 SCREEN WALL SECTION A --1 J SCALE, 3/4' = 1'-0- L 1T M v • o (U O O 1 O SETBACK -i ♦ � � c E m O ° >. U J" � c c � °c x L m as t > 00 s ° N o�Q a: c o r a M J ti J 0 m .o UW a> a / rn C) o N N � OD LL O O O z o � C a) > N J O L � c U J lL C it) o J LLJ a6 U O C co 0 O N N LL LL Z U 0 U Wa' U J J W �C J n-- '.. = _ Q (D z :DQC� m p CE j J O C7 Cr) (DN CN 1�t J LL cn n- N Revisions: J o M z W z � 0 —J W o T r'1 ..!_ U o o N W Project Number r 06082a 1 Date I 03-19-07 �oeet Number A-1 CHANGE OF OCCUPANCY FOR: ,1`834 GALL BOULEVARD, JUBMnnD PLAN(S) HA E BEEN REVIEWS-L 1?Y ZEPHYRHILLS HA Please be advised thib view of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended SUITE 105 to be a final approval of the submitted plans. It is the Contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be contractor's sole responsibility, at their sole expense to I`,9 those areas in compliance. The City assumes no 7EPHYRHILLS, FLORIDA 3354 ,)nsibility for the contractor's failure to be in compliance with all applicable NFPA Codes and local ordinances. SHEET INDEX 0-1 COVER SHEET, CODE CRITERIA & BLG, PROGRAM 04-06-10 05-25-10 LS-1 LIFE SAFETY FLOOR P'-AN 04-06-10 05-25-10 A-1 ARCHITECTURAL FLOOR & REFLECTED CEILING PLANS O4-06--10 05-25-10 A-2 DOOR & WINDOW SCHEDULES & DETAILS 04--06-10 05-25-10 A-3 ROOM FINISH SCHEDULE, WALL TYPES, DETAILS & ENLARGED T❑ILET ROOM PLAN 04-06-10 05-25-10 P--1 PLUMBING FLOOR PLAN & SCHEDULE & SANITARY & WATER RISER DIAGRAMS O4-06-10 M-1 MECHANICAL FLOOR & ROOF PLANS O4-06-10 05-25-10 M--2 MECHANICAL DETAILS, SCHEDULES & NOTES O4-06-10 E--1 ELECTRICAL POWER & LIGHTING PLANS & PANEL SCHEDULES & RISERS O4-06-10 05-25-10 FS-1 FIRE SPRINKLER PLAN 04--06-10 05-25-10 1 \\ ku REVIEW DATE,.e=— —�- CITY OF zE:r`?,.V0 L o PLANS E)(AIN REFERENCE CODES EXISTING BUILDING, FLORIDA EXISTING BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENTS BUILDING- FLORIDA BUILDING C❑DE. 2007 EDITION W/ 2009 SUPPLEMENTS PLUMBING, FLORIDA PLUMBING CODE 2007 EDITION W/ 2009 SUPPLEMENTS MECHgNICgL FLORIDA MECHANICAL CODE 2007 EDITION W/ 2009 SUPPLEMENTS ErLECTRICAL, NFPA 70 / NATIONAL ELECTRICAL CODE 2008 EDITION ACCESSIBILITY- FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FBC 2007 EDITION W/ 2009 SUPPLEMENTS FIRE/LIFE SAFETY- FLORIDA FIRE PREVENTION CODE NFPA 1 UNIFORM FIRE CODE & NFPA 101 LIFE SAFETY CODE 2007 FLORIDA EDITIONS DESIGN CRITERIA OCCUPANCY- MERCANTILE GROUP M (SECTION 309) C❑N�TRUCTI❑N TYPE- F.B:C, TYPE IIB, SPRINKLERED (SECTION 602) N,F,P,A, TYPE II (0,0,0) WORK C ASSIFICATI❑N- CHANGE OF OCCUPANCY (SECTION 406) EXISTING ARCHITECTURAL SITE PLAN SCALE 1' = 30'-0' BUILDING PROGRAM OCCUPANCY CONVERSI❑N THE PROPOSED ALTERATION CONSISTS OF REMODELING AN EXISTING SHELL SPACE SPACE (ASSEMBLY GROUP A--2 OCCUPANCY) & CONVERTING IT INTO A PHARMACY (MERCANTILE OCCUPANCY) WHICH WILL INCLUDE THE FOLLOWING SPACESt SALES, PHARMACY, SECURE DRUG ROOM, T❑ILET ROOM AND DATA CLOSET AREA CALCULATIONS EXISTING BUILDING AREA = 6,795 S,F: GROSS PROPOSED ALTERATI❑N AREA - 1,403 S,F: GROSS W 9 ARLA EIF CONVERSION. 1,403 S,F. N 89058'47' E 547,57' ------ T- LE EXIST, BUILDING 6,795 S:F: RETENTION POND EXIST. VACANT — —�— S PIZZA" D W TENANT U o I TENANT SPACE SPACTENAE---- 0 0i- 0 o _ _ �� Q J S _89058129. W 548.56' O — LII EXIST. BUILDING �J F 'B' JJ 5,850 S,F, -- IW It 0 tU I� BUILDING AERIAL U� 9U 4 *1 j R .LF I At P - � ,.� ,i„ '.I�r+',p`>•w fir. ',F yN, VICINITY MAP MAP®NE'5 .. Pretty Pond Rd d00 m ?rE}r �� -1200 f1 me Nicole Ave Ea�,enS � TrellisAve is iI Mandarin Ave .� ;.yi r t _... � Lemon Av. � ,r -- Rio Ln a Temple Ave CL ci Elrrtfa3ge 09r j Fort King Rd AfticAve - ! tv1 i I ler Ave n - c q tv Qew Of PkJJECT _ SnbalAv� - flora Ave LCIC 1TICIN 01aAve r. Hillcreat Dr NewelAve Henry Or%� Heath Ur er ; Easy Ave,r V yr 'Q ;y tl Ul A r_010MapQue9t Patio F..uland Blvd ! Gei�ler Rd North Ave �� ns t3201u NAViEO Cc � �d oa o6 < c LL 0 o _mcc ^ 0 N is � U CJ r-_ V L O Q i d O M 0 a s ra (n O QD CD CD Q {= w J n J �J LL 0 c ct1 0 � N 1� L0 C7 r C\I L' �., W l c� U v) CQ G C) Q a � CY 3 I O a. � � L.L. O O L1J CO T UJ --a (Y Q = (y) w NI U co QQ Revisions: 05-?5-10 OWNER REQUESTED CHANGES W 2 Wn W 'S Z a U) < W W O U 0 Project Number 10032 Date 04-06-10 Sheet Number G-1 GENERAL NOTES & SPECIFICATIONS EXIST, 1-HOUR SEPARATI❑N (U.L. DESIGN U-465) BETWEEN MERCANTILE GROUP M OCCUPANCY & ASSEMBLY GROUP A-2 OCCUPANCY, AS REQUIRED BY F,B.C, TABLE 508.3.3 — EXIST. VACANT TENANT SPACE - ij /� I SECURE L_ __ _J L_ DATA I — r 104 DRUG -� � TOILET ROOM 102 103 00 o J 1 I il. PHARMACY r i- � I� u I OFFICE I., ,I I --- ----- -- -- ----- 1 �f I! � I � _CN-- --J- �-- - - --- - ---}. ---� W II z f Q � II A ' W I�I > SALES 100 .j i I I 27 5.4'(H) _1 66' I I LIFE SAFETY FLOOR PLAN SCALES 1/4' = F-0' aD 20 1 20 4'(H) 33' FIRE BARRIER IDENTIFICATION (NFPA 101 SECTION 8.3.2.4) 1, EACH NEW FIREWALL, FIRE BARRIER OR ANY OTHER NEW WALL REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES WITH THE WORDING, 'FIRE AND SMOKE BARRIER-PR❑TECT ALL OPENINGS.' 2, SUCH SIGNS OR STENCILING SHALL BE IN 4 INCH HIGH LETTERS, 1/2 INCH STROKE AND NOT MORE THAN 15 FEET ON -CENTER, FIRE BARRIER PENETRATIONS (NFPA 101 SECTION 8.3.5.1) 1. PENETRATIONS FOR CABLES, CABLE TRAYS, CONDUITS,, PIPES, TUBES, COMBUSTION VENTS AND EXHAUST VENTS, WIRES, AND SIMILAR ITEMS TO ACCOMMODATE ELECTRICAL, MECHANICAL, PLUMBING, AND C❑MMUNICATIONS SYSTEM THAT PASS THROUGH A MEMBRANE OF A WALL, FLOOR, OR FLOOR / CEILING ASSEMBLY CONSTRUCTED AS A FIRE BARRIER SHALL BE PROTECTED BY A FIRESTOP SYSTEM OR DEVICE TESTED IN ACCORDANCE WITH ASTM E814 OR UL1479, 2. WHERE DEVICES ARE INDICATED IN A FIRE OR FIRE/SMOKE BARRIERS ON THE DRAWINGS, THE MAXIMUM ALLOWABLE AREA OF INDIVIDUAL U.L. LISTED BACKBOXES PERMITTED IN THE WALL IS 16 SQ. IN, WITH A MAXIMUM AGGREGATE OF 100 SQ, IN, PER 100 SQ. FEET OF WALL AREA, 3. BACKBOXES ON OPPOSITE FACES OF SUCH BARRIERS SHALL BE OFFSET A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 4, WHEN PENETRATI❑NS EXCEED THE ALLOWABLE AREAS, THE DEVICES SHALL BE SET IN A FURRED SPACE IN FRONT OF THE SMOKE OR FIRE/SMOKE BARRIER OR PROVIDED WITH A FIVE -SIDED ENCLOSURE CONSTRUCTED OF LAYERS OF 5/8' THICK TYPE 'X' GYPSUM WALLBOARD EQUAL IN NUMBER TO THAT REQUIRED FOR THE RATING OF THE BARRIER, INSTALLED WITH APPROVED FASTENERS SCREWED TO STUDS AND HEADERS. 5. WHERE FIRE RATED ASSEMBLIES OCCUR IN PROXIMITY TO STEEL BEAMS OR JOISTS WITH INADEQUATE DIMENSION TO INSTALL SCREWS, CONTRACTOR SHALL PROVIDE STUD FRAMING AROUND THE BEAM OR JOIST IN ACCORDANCE WITH U.L, DESIGN N-501 WITH LAYERS OF GYPSUM WALLBOARD EQUAL TO THAT REQUIRED BY THE RATING OF THE BARRIER. EXIT DOOR TACTILE SIGNAGE (LSC 101 CH 7.10.1.3) 1. TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN. 2. TACTILE SIGNAGE SHALL READ AS FOLLOWS, EXIT, 3. TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1 AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 4. THESE REQUIREMENTS SHALL NOT APPLY TO EXISTING BUILDINGS, PR❑VIDED THAT THE OCCUPANCY CLASSIFICATION DOES NOT CHANGE. NOTICE FOR STRUCTURES WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION (FAC 69A-60.0081) 1. ANY COMMERCIAL, INDUSTRIAL, OR MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE, WHICH USES HORIZONTAL OR VERTICAL LIGHT -FRAME TRUSS -TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH AN APPROVED SYMBOL. TOWNHOUSES ARE NOT MULTIUNIT RESIDENTIAL STRUCTURES AND THEREFORE NOT SUBJECT TO THIS RULE. EACH APPROVED SYMBOL SHALL INCLUDE WITHIN THE CENTER CIRCLE ONE OF THE FOLLOWING DESIGNATIONS, A. STRUCTURES WITH LIGHT -FRAME TRUSS ROOFS SHALL BE MARKED WITH THE LETTER `R". B. STRUCTURES WITH LIGHT -FRAME TRUSS FLOOR SYSTEMS SHALL BE MARKED WITH THE LETTER `F". C. STRUCTURES WITH LIGHT -FRAME TRUSS FLOOR AND ROOF SYSTEMS SHALL BE MARKED WITH THE LETTERS `RF." 2, THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR AND, A, BE PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE ON A CONTRASTING BACKGROUND, OR B. BE MOUNTED ON A CONTRASTING BASE MATERIAL WHICH IS THEN PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE. 3. THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL BE NOT LESS THAN 4 FEET (48 IN.), 4, THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL BE NOT MORE THAN 6 FEET (72 IN.). 5, IN SINGLE TENANT STRUCTURES WITH MULTIPLE MAIN ENTRY DOORS, SUCH AS BIG BOX RETAIL STORES, DEPARTMENT STORES AND GROCERY STORES, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS OF THE STRUCTURE BE MARKED WITH AN APPROVED SYMBOL. 6. IN MULTIPLE TENANT STRUCTURES AND COVERED MALL STRUCTURES WITH MULTIPLE MAIN ENTRY DOORS, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS OF THE STRUCTURE BE MARKED WITH AN APPROVED SYMBOL, 7. IN MULTIPLE TENANT STRUCTURES AND COVERED MALLS WITH MULTIPLE MAIN ENTRY DOORS, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS BE MARKED WITH AN APPROVED SYMBOL, IN SUCH STRUCTURES, APPROVED SYMBOLS SHALL BE MARKED ON ONE SIDE OF THE STRUCTURE ONLY AND SPACED NOT CLOSER THAN 100 FEET OR AT EACH END OF THE STRUCTURE WHEN SUCH STRUCTURE IS LESS THAN 100 FEET IN LENGTH, LIFE SAFETY CALCULATIONS EXIT REQ'D. OCCUP, PROVIDED PROVIDED OCCUPANCY AREA SO, FT./ OCCUPANT EXIT WIDTH/ LOAD EXIT CLEAR EXIT EXIT CLASSIF. (SO. FT.) OCCUPANT LOAD COMPONENT PERSON WIDTH (IN,) WIDTH (IN,) CAPACITY (IN.) MERCANTILE 1,403 47 PPL GROUP M GROSS 30 S.F. PER FBC HORIZ, 0.20 9.4 99 495 PPL 1004.1.2 EXIT CAPACITY 128 = OCCUPANT LOAD 25,6'(H) = REQUIRED EGRESS WIDTH (V = VERTICAL, H = HORIZ❑NTAL) 33' = PROVIDED WIDTH LIFE SAFETY LEGEND 4 PRIMARY EXIT <J SECONDARY EXIT © PULL STATION O SMOKE DETECTOR O HEAT DETECTOR HORN WITH STROBE OJ STROBE ONLY ® ILLUMINATED EXIT SIGN, SINGLE FACE, �. W/ DIRECTION ARROW COMBO EXIT/EMERGENCY LIGHT FACP FIRE ALARM CONTROL PANEL PROVIDE DEDICATED PHONE LINE FAA FIRE ALARM ANNUNCIATOR EMERGENCY LIGHT FIRE EXTINGUISHER IN CABINET FIRE HOSE STATION c E r- LM in $ N N 0 co x o� ca c c 0 0 U 04- C0 'U W oa �o JCl) M J W 0 a 4 w r � a V M O o a z o d >> c N (0 J J O (15 0 O r- LL J U c c M 'o a 0 - -- N Q v- N 0 H LL U <C (n Q Q OL Ir 0 Q Qo >LL U 3: w O 0- _J �� U) o pim= W J X O 0 Q a U c N (a Revisions: 05-25-10 OWNER REQUESTED CHANGES Z Q J Q. W LL Q W W LL J Project Number 10032 Date 04-06-10 Sheet Number LS-1 i 26'-3 3/ 4" i 6 7 T -10'-6 1/8, 5'-10 1/8" 3 -4 1/2' 7 7- A' SAFE SAFE REFR, 104 i DATA I I SECURE L_ - .._.� L. _ J 104 i DRUQ - -.T ILET ROOM _ (1J .. I _ .. ... _ 102 ' D 103 C - - 1 00 RTU-1 °` 03B Ol 102 C � F L-J 03 L .J �_j i ci ` o i PH6RMACY I' n L _J COUNT TABLE OFFICE EXIST, !I' -It 3/4' 4'-11 1/2' 9'-4 1/2' VACANT i.. __ .- �. _. _._ � _ o A TENANT SPACE 3'-8" CL, O a, SHELVING b AB 1 z - - - w � z 11'-10 1/4' i SECURITY BARS AS A H,C, ACCESSIBLE SELECTED PER F,B,C, 11-4,15,2 (MAX, SPOUT HT, 36') H,C, ACCESS. 234' W/ CUP DISP, Ol PER F,B,C, 11-7,2 (MAX, HT, 36') - - - - - i -- - -- TV--ii I # I r Io j! C PASS-THRU C COUNTER @42' 7'-2 1/4' �� 3'-0" 1 -11 1/ ' 3'-D' 3'-0" 5'-0' 3'-2' NEW 1 HR. TENANT SEPARATION SALES 100 VENDING VENDING I 26'-3 3/4' - a ARCHITECTURAL FLOOR PLAN SCALEt 1/4' = 1'-0' a D SYMBOL LEGEND i u� ,2 REFLECTED CEILING PLAN 4::�,:.� A ! SCALES 1/4' = 1'-0' Q D GENERAL NOTES & SPECIFICATIONS DIVISION ONE - GENERAL REQUIREMENTS SUMMARY OF THE WORK 1, THE WORK INCLUDES ALL DEMOLITION AND NEW CONSTRUCTION AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS, 2, THE PERFORMANCE OF ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, COUNTY, AND CITY CODES, RULES AND REGULATIONS, 3, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, 4, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE, FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER OPERATION OF THE WORK INDICATED. DIVISION FIVE - METALS NON -LOAD BEARING WALL FRAMING 1, METAL FRAMING, PROVIDE NON -LOAD BEARING STEEL STUD PARTITIONS WITH DEFLECTIONS CONFORMING TO L/360 AT 15 PSF (718 PA) FOR VENEER PLASTER WALLS AND L/240 AT 5 PSF (239 PA) TYPICAL FOR GYPSUM BOARD WALLS, 2, FIRE -RESISTIVE RATINGi WHERE INDICATED ON DRAWINGS, PROVIDE MATERIALS AND CONSTRUCTION THAT ARE IDENTICAL TO THOSE ASSEMBLIES WHOSE FIRE RESISTANCE RATING HAS BEEN DETERMINED PER ASTM E119 BY A TESTING AND INSPECTING ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, A. MEET OR EXCEED FIRE RESISTANCE REQUIREMENTS OUTLINED UNDER PROVISIONS OF THE GA-600 FIRE RESISTANCE DESIGN MANUAL FOR WALL AND CEILING ASSEMBLIES, B. MEET OR EXCEED CLASS A FLAME/FUEL/SMOKE REQUIREMENTS OF ASTM E 84 SURFACE BURNING CHARACTERISTICS FOR FINISH MATERIALS, 3, SOUND TRANSMISSION CHARACTERISTICSi FOR GYPSUM BOARD ASSEMBLIES WITH STC RATINGS, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY, METAL DOOR & WINDOW FRAMES 1, METAL FRAME SHALL BE NOT LESS THAN 0.060 INCH THICK (16 GAUGE) SHEET STEEL, 2, METAL DOOR AND WINDOWS FRAME PRODUCTS SHALL BE SUPPLIED KNOCKED -DOWN (KD). 3, KNOCKED -DOWN (KD) FRAMES SHALL BE SHIPPED UNASSEMBLED, 4, CORNER JOINTS SHALL BE ACCURATELY MITERED AND TIGHTLY FITTED WITH INTEGRAL DOOR STOPS MITERED OR BUTTED WHEN ASSEMBLED. 5, FRAMES SHALL BE REINFORCED FOR ALL HARDWARE AND SHALL BE CLEANED AND TREATED BY THE BONDERIZED PROCESS OR AN APPROVED PHOSPHATIZING PROCESS AND THEN GIVEN ONE FACTORY APPLICATION OF METAL PROTECTIVE RUST INHIBITIVE PRIMER. PRIMER SHALL NOT CONTAIN LEAD TYPE PIGMENTS, 6, FRAMES FOR FIRE RATED DOORS SHALL BE LISTED FOR THE SAME RATING SHOWN ON THE PLANS FOR FIRE RATED DOORS, 7, ALL DOOR & WINDOW FRAMES INSTALLED INTO LEAD LINED WALLS MUST PROVIDE SHIELDING THE EQUIVALENT OF THE LEAD THICKNESS WHICH IS REQUIRED FOR THE WALL INTO WHICH THEY ARE INSTALLED, DIVISION SIX - MOOD AND ELASTICS WOOD DOOR FRAMES 1. WOOD FRAME SHALL BE CLEAR, PAINT GRADE, BIRCH, 2, PREHUNG DOOR SYSTEMS SHALL INCLUDE ALL NECESSARY COMPONENTS, INCLUDING SOLID WOOD DOOR JAMBS, DOOR CASINGS, AND DOOR HINGES. 3, WOOD DOOR SHALL BE 'CUSTOM' GRADE FLUSH, HOLLOW OR SOLID CORE WOOD DOORS AS SHOWN ON THE PLANS, FACE SHALL BE STAIN GRADE HARDWOOD VENEER EXCEPT AS OTHERWISE SHOWN ON THE PLANS, 4, WHERE FIRE RATED DOORS ARE REQUIRED, SOLID CORE DOORS SHALL BE LISTED AND LABELED FOR THE FIRE RATING SHOWN ON THE PLANS, 5, PROVIDE BUILDER'S HARDWARE FOR THE DOORS AND OPERATIONS INDICATED ON THE DRAWINGS AND REQUIRED BY CODE, 6, FURNISH OWNER 2 KEYS FOR EACH LOCK, 7, ALL DOORS INSTALLED INTO LEAD LINED WALLS MUST PROVIDE SHIELDING THE EQUIVALENT OF THE LEAD THICKNESS WHICH IS REQUIRED FOR THE WALL INTO WHICH THE DOOR IS INSTALLED, MILLWORK 1, LAMINATE CLAD CABINETS, COUNTER TOPS AND SPLASHES SHALL BE CUSTOM GRADE, FLUSH OVERLAY CONSTRUCTION, 2, LAMINATE CLADDING SHALL BE HIGH PRESSURE DECORATIVE LAMINATE COMPLYING WITH NEMA LD-3, 3, SURFACE MATERIAL SHALL BE HIGH PRESSURE LAMINATED PLASTIC CONFORMING TO NEMA LD-3, 50 MIL THICKNESS. 4, UNLESS OTHERWISE SHOWN ON THE PLANS, SPLASHES SHALL BE 4 INCHES HIGH FROM THE SURFACE OF THE DECK, BACK SPLASHES SHALL BE CONTINUOUS FORMED AND COVED, SIDE SPLASHES SHALL BE TOP SET. 5, ALL MILLWORK TO BE CONSTRUCTED OF 3/4' PLYWOOD UNLESS NOTED OTHERWISE, INTERIOR STANDING AND RUNNING TRIM 1, STANDING AND RUNNING TRIM TO BE PAINTED SHALL BE PAINT -GRADE PINE, SOLID STOCK OR FINGER JOINTED. 2, STANDING AND RUNNING TRIM SHALL BE INSTALLED WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE, 31 NAILS, SCREWS AND OTHER ANCHORING DEVICES OF THE TYPE, SIZE, MATERIAL AND FINISH REQUIRED SHALL BE PROVIDED FOR SECURE ATTACHMENT, CONCEALED WHERE POSSIBLE, REFELCTED CEILING LEGEND SYM, DESCRIPTION 2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE S2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE F----f FLUORESCENT LIGHT FIXTURE - 2' STRIP C�ir7 FLUORESCENT LIGHT FIXTURE - 3' STRIP 0- LIGHT FIXTURE - WALL MOUNTED 4-b C] EMERGENCY BATTERY UNIT WITH TWO ADJ HEADS ® EXIT LIGHT - BATTERY BACK-UP ® SUPPPLY DIFFUSER ® SUPPPLY DIFFUSER zRETURN GRILLE ® EXHAUST FAN Q SPRINKLER HEAD E EXISTING WALL LEGEND ROOM NAMETYPE DETAI#,.,7,T WINDOW LETTER DOOR NUMBER - LETTER SEE A L UM CIRCLE AROUND OFFICE SEE DETAILS AND SEE DOOR AND SHEET A-3 AREA TO BE A14 -- EXISTING C.M.U. BLOCK WALL 123 FRAME ELEVATIONS FRAME SCHEDULE DETAILED r .� ZUOM � ❑N SHEET A-2 ❑N SHEET A-2 , - - --- EXISTING ONE HOUR FIRE WALL (C,M,U, BLOCK) NUMBER SHEET ON WHICH 1XX = SUITE 100DETAIL IS SHOWN NEW NON -RATED PARTITION 2XX = SUITE 101 WHICH B 101 DETAIL IS SHOWN �•• ROOM iNFORMATION SYMBOL INTERIOR ELEVATION SYMBOL WINDOW SYMBOL DOOR SYMBOL WALL TYPE SYMBOL DETAIL SYMBOL - -~- _ NEW ONE HOUR FIRE WALL (METAL STUD) C, O O N N Q C 00 ar T G) U l _i CD C N N D M/ n C~+ U ®� ¢ Z; M Cl) a u. 0 V a o z OD � a�g0 ¢ j d U / 0 C J v C _j O J co 11- LJ U m 0 0 0 N 0 O N o U Fw- =M U5 Z j< < CL EL Q Q O > U_ O 0.. LL O -� O LU m W O Q a" N U 0 (0 Revisions: 05-25-10 OWNER REQUESTED CHANGES Z Q J J 06 J�CLn V Z Z J W W V Z0N 'Q Ui _j U_ W Project Number 10032 Date 04-06-10 Sheet Number A-1 i if 9i - - �-f --I - nr7r-rr- i - i -- - - -- - -- ---- - --r - _ ,; -- -1 - i i i I _ llI I I III �11 DOOR AND FRAME SCHEDULE NO SIZE DOOR GLASS RATING HARDWARE NOTES FRAME REMARKS TYPE MAT. FIN, TYPE 1 MAT, FIN, 100 PAIR 3'-0' X 7'-0' (EXIST.) - - - - - 2,4 - - - EXISTING STOREFRONT ENTRANCE & FRAME IOTA 3'-0' X 7'-0' FL SC SV - - 1,2 A HM SV 101B 3'-0' X 7'-0' <EXIST,) - - - - - 213 - - - EXISTING 102 3'-0' X 7'-0' FL SC SV - - 1,2 A HM SV - 103A 3'-0' X 7'-0' S - FF - - 1,2 C - - SECURITY GATE AS SELECTED 103B 3'-0' X 7'-0' FL SC SV - - 112 A HM SV - 104 3'-0' X 7'-0' BF SC SV - - - B HM SV - 1 Q1�00 3'-0' X 7'-0' FL SC SV - - 112 A HM SV - AAI DOOR & FRAME SPEC AG =ALUMINUM & GLASS HM = HOLLOW METAL SC = SOLID CORE WOOD WD = WOOD PH = PREHUNG WOOD STL = STEEL FF = FACTORY FINISH P = PAINT ESP = ELECTROSTATIC PAINT SV = STAIN/VARNISH GLASS G1 = 1/4' FLOAT G2 = 1/4' TEMPERED CLEAR G3 = FIRELITE GLAZING HARDWARE NOTES 1. HARDWARE SHALL BE LEVER HANDLED TO MEET REQUIREMENTS OF A,D,A, AND THE FLORIDA ACCESSIBILITY CODE, CONTRACTOR SHALL PROVIDE SCHLAGE 'D' SERIES LEVER HANDLE CYLINDRICAL LOCKSETS (OR EQUAL). 2. BOTH SIDES OF DOOR SHALL HAVE THE SAME ELEVATION WITH NO MORE THAN 1/2' DIFFERENCE ON EACH SIDE, 3. EXISTING VON DUPRIN 99 SERIES EXIT DEVICE 4. EXISTING PUSH-PULL HARDWARE, PROVIDE IVES 8200 4' X 16' PUSH PLATE & IVES 8103 10' X V DIA, PULL HANDLE (OR EQUAL). FRAME TYPES SCALE 1/4'=1'-0' ALUM, TRACK 1 3 A-2 A-2 4 2 VARIES A-2 A-2 5 A-2 A $ 5/8' GYPSUM WALL BOARD ON 3-5/8' 20 GA METAL STUDS 3 5/8' 20 GA RUNNER CHANNEL (TURN UP @ STUDS) SEALANT, TYPICAL HOLLOW METAL FRAME 115/16" 2"^� l 15/16" 5 7/8" 1 DOOR HEAD A-2 SCALE 3'=1'-0' 5/8' GYPSUM WALL BOARD 3 5/8' 20 GA METAL STUDS SEALANT, TYPICAL HOLLOW METAL FRAME (WITH STANDARD ANCHOR) r2" DOOR JAMB A - 2 J SCALD 3'=1'-C' 5/8' GYPSUM WALL BOARD ON 3-5/8' 20 GA METAL STUDS 3/4' X 2-1/2' PTD, WOOD CASING TRIM 3 5/8' 20 GA RUNNER CHANNEL (TURN UP @ STUDS) WOOD FRAME ALUMINUM BI-FOLD DOOR TRACK 1/2' X 1-1/2' WD, DOOR STOPS 3/4' 1/ 4 �/8" 1/ _! 5 5/8" �3DOOR HEAD A-2 SCALE, T-W-0' 4 DOOR JAMB A-2 SCALE, 31=1'-O' 5/8' GYPSUM WALL BOARD 3 5/8' 20 GA METAL STUDS 3/4' WD. FINISHED JAMB c aD ~•c. e a e •°C A A. , d d i0 D V,C,T, OR RESILIENT SHEET FLOORING NOTEi TRANSITIONS MUST MEET REG, FOR MAXIMUM HEIGHT & SLOPE PER A.D,& REQUIREMENTS VINYL TILE/SHEETING REDUCER CARPETING V.C,T, OR RESILIENT SHEET FLOORING VINYL EDGE TRIM MARBLE THRESHOLD CERAMIC TILE V,C.T„ RESILIENT SHEET FLOORING OR CARPETING INTERIOR DOOR THRESHOLDS SCALD 6'-1'-0' 5/8' GYPSUM WALL BOARD ON 3-5/8' 20 GA METAL STUDS 3 5/8' 20 GA RUNNER CHANNEL (TURN UP @ STUDS) SEALANT, TYPICAL HOLLOW METAL FRAME GLAZING (SEE FRAME TYPES) 1 15/16" c" 1 15/16" 5 7/87�/88' 6 WINDOW HEAD A-2 SCALD 3'=1'-0' 5/8' GYPSUM WALL BOARD 3 5/8' 20 GA METAL STUDS SEALANT, TYPICAL HOLLOW METAL FRAME (WITH STANDARD ANCHOR) GLAZING (SEE FRAME TYPES) 1 15/1IS' p " 1 15/_6" 4_ 5 7 //-8' 7 WINDOW JAMB A-2 SCALD 3'=1'-0' 5 7/8' 1 15/16' 1 15/16' GLAZING (SEE FRAME TYPES,) HOLLOW METAL FRAME SEALANT, TYPICAL 3 5/8' 20 GA METAL STUDS 5/8' GYPSUM WALL BOARD ON 3-5/8' 20 GA METAL STUDS 8 WINDOW SILL A-2 SCALD 3'=1'-0' GENERAL NOTES & SPECIFICATIONS CONTINUED DIVISION SEVEN - THERMAL AND MOISTURE PR❑TECIJON RIGID BOARD INSULATION 1, INSULATION SHALL BE RIGID RECTANGULAR BOARDS OF UNFACED EXTRUDED POLYSTYRENE, UNFACED EXPANDED POLYSTYRENE OR FIBER -FACED ISOCYANURATE WITH AN AGED THERMAL RESISTANCE AS INDICATED ON THE PLANS. 2, ALL JOINTS BETWEEN INSULATION BOARDS SHALL BE TAPED. 3, INSULATION PANELS WITH BROKEN ❑R CRUSHED CORNERS OR EDGES SHALL BE TRIMMED FREE OF SUCH DEFECTS OR SHALL BE DISCARDED, REPLACEMENT BOARDS LESS THAN 12 INCHES WIDE SHALL NOT BE USED, 4. DAMAGED INSULATION IN THE COMPLETED WORK SHALL BE REMOVED AND REPLACED, INSULATION THAT HAS BEEN WET OR IS WET SHALL BE CONSIDERED DAMAGED. BATT & BLANKET INSULATION 1. BATT AND BLANKET INSULATION SHALL BE PRECUT KRAFT-FACED PIECES (BATTS) OR ROLLS (BLANKETS) OF RESILIENT GLASS FIBERS BONDED WITH AN ACRYLIC THERMOSETTING RESIN, 2. FRICTION FIT (OR FLANGE STAPLE) INSULATION BETWEEN FRAMING MEMBERS AFTER COVER MATERIAL HAS BEEN INSTALLED ON ONE SIDE OF THE CAVITY, 3. IN APPLICATIONS WITHOUT A COVER MATERIAL AND WHERE FRAMING DEPTH IS LARGER THAN INSULATION THICKNESS SECURE WITH 16 OR 18 GAGE WIRE RUNNING DIAGONALLY OR PERPENDICULAR TO INSULATION, SPACED AT 18 TO 24 INCHES, 4. NON -STANDARD -WIDTH CAVITIES SHALL BE FILLED BY BATT INSULATI❑N CUT APPROXIMATELY ONE INCH (1') WIDER THAN THE SPACE TO BE FILLED, 5. THERE SHOULD BE NO GAPS, NOR SHOULD THE INSULATION BE DOUBLED -OVER OR COMPRESSED, 6. CUT TO BUTT -FIT AROUND WIRING AND PLUMBING, OR BE SPLIT (DELAMINATED) SO THAT ONE LAYER CAN FIT BEHIND THE WIRING OR PLUMBING AND ONE LAYER FIT IN FRONT, 7, DAMAGED INSULATION IN THE COMPLETED WORK SHALL BE REMOVED AND REPLACED. INSULATION THAT HAS BEEN WET OR IS WET SHALL BE CONSIDERED DAMAGED. DIVISIONjIG$_ANDWIND�� WOOD DOORS 1. WOOD DOOR SHALL BE 'CUSTOM' GRADE FLUSH, HOLLOW OR SOLID CORE WOOD DOORS AS SHOWN ON THE PLANS. FACE SHALL BE STAIN GRADE HARDWOOD VENEER EXCEPT AS OTHERWISE SHOWN ON THE PLANS. 2. WHERE FIRE RATED DOORS ARE REQUIRED, SOLID CORE DOORS SHALL BE LISTED AND LABELED FOR THE FIRE RATING SHOWN ON THE PLANS. 3. PROVIDE BUILDER'S HARDWARE FOR THE DOORS AND OPERATIONS INDICATED ON THE DRAWINGS AND REQUIRED BY CODE. 4, FURNISH OWNER 2 KEYS FOR EACH LOCK. BIFOLDING DOORS 1. DOOR ASSEMBLY SHALL BE FACTORY FABRICATED ASSEMBLY OF EQUAL WIDTH, CLOSE STACKING PANELS AND CONNECTING AND SUPPORTING HARDWARE, 2. PANELS SHALL BE FABRICATED OF CLOSE GRAIN HARDWOOD VENEER FACE SHEETS LAMINATED TO A SOLID WOOD CORE WITH WATERPROOF GLUE, 3, HARDWARE SHALL CONSIST OF HINGES, BRACKETS, TOP PIVOT PIN AND PIVOT BLOCK, BOTTOM PIVOT, GUIDE ROLLERS, EXTRUDED ALUMINUM HEAD TRACK, DOOR ALIGNERS, LATCHES, DOOR PULLS, AND FLOOR PLATES, DIVISI NINE - EINISHES ACOUSTICAL TILE CEILING SYSTEMS 1. INSTALL SUSPENSION SYSTEM AND PANELS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND IN COMPLIANCE WITH ASTM C 636 AND WITH THE AUTHORITIES HAVING JURISDICTION (BASIS OF DESIGNi ARMSTRONG 704A). 2, SUSPEND MAIN BEAM FROM OVERHEAD CONSTRUCTION WITH HANGER WIRES SPACED 4'-0' ON CENTER ALONG THE LENGTH OF THE MAIN RUNNER. INSTALL HANGER WIRES PLUMB AND STRAIGHT. 3, INSTALL WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES, MITER CORNERS WHERE WALL MOLDINGS INTERSECT OR INSTALL CORNER CAPS. 4. FOR REVEAL EDGE PANELS, CUT AND REVEAL OR RABBET EDGES OF CEILING PANELS AT BORDER AREAS AND VERTICAL SURFACES, 5, INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENDED SYSTEM, WITH EDGES RESTING ON FLANGES OF MAIN RUNNER AND CROSS TEES, CUT AND FIT PANELS NEATLY AGAINST ABUTTING SURFACES, SUPPORT EDGES BY WALL MOLDINGS. 6, ACOUSTICAL TILE SUPPORT - WHENEVER ITEMS SUCH AS SMOKE DETECTORS, SIGNAGE, SPEAKERS, ETC. ARE ATTACHED TO CEILING TILES, PROVIDE CROSS BRACE SUPPORT SECURED TO EACH SIDE OF ITEM, BRACE SHALL BE LOCATED TO PROVIDE FULL SUPPORT OF ITEM INDEPENDENTLY OF TILE WITHOUT ANY SAG, BOW OR TWIST OF CEILING OR GRID. GYPSUM BOARD MATERIALS 1. PROVIDE 5/8' REGULAR GYPSUM BOARD, 5/8' TYPE 'X' FIRE -RATED GYPSUM BOARD AND 5/8' WATER-RESISTANT GYPSUM BACKING BOARD AS INDICATED IN THE DRAWINGS AND C❑MPLYING WITH ASTM C 1396. BOARD SIZE AS SUITABLE FOR USE TO MINIMIZE JOINTS. 2. ALL GYPSUM DRYWALL TO BE TAPED, SPACKLED AND SANDED SMOOTH PRIOR TO PAINTING. COMPLY WITH ASTM C 754 FOR INSTALLATION AND FINISHING PROCEDURES, ACOUSTICAL TREATMENT 1. SOUND ATTENUATION BLANKETS, ASTM C 665, TYPE I BLANKETS WITHOUT MEMBRANE FACING, FIRE -RATED AS REQUIRED BY ASSEMBLY, 2. ACOUSTICAL SEALANT, NON -HARDENING, NON-DRYING, NON -SKINNING, N❑N-STAINING, NON -BLEEDING, GUNNABLE TYPE AS RECOMMENDED BY MANUFACTURER FOR USE IN CONJUNCTION WITH GYPSUM BOARD. PAINTING 1, PAINT ALL EXPOSED SURFACES UNLESS ❑THERWISE INDICATED, 2. INTERIOR PAINT SCHEDULE CONCRETE AND MASONRYi i COAT BLOCK FILLER 2 COATS WALL SATIN PLASTER AND DRYWALL, 1 COAT LATEX PRIMER SEAL 2 COATS LATEX ENAMEL MOISTURE RESISTANT GYPSUM BOARDi 2 COATS SELF -PRIMING SCRUBBABLE LATEX VINYL COMPOSITION TILE 1. VINYL COMPOSITION TILE SHALL BE SEMI -FLEXIBLE, 3/32 INCH MINIMUM THICKNESS, 12' X 12' TILE CONFORMING TO FEDERAL SPECIFICATION, SS-T-312, TYPE IV. COLOR AND PATTERN SHALL BE SELECTED BY OWNER, 2. TILE SHALL BE LAID TO A TRUE, STRAIGHT, SMOOTH AND EVEN FINISHED SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, 3. TILE FOR PATCHING EXISTING FLOORS SHALL CLOSELY MATCH THE SIZE, COLOR AND PATTERN OF THE EXISTING ADJACENT FLOOR TILE. RESILIENT BASE 1. RESILIENT BASE SHALL BE MANUFACTURER'S BEST GRADE, RUBBER OR VINYL BASE, WITH PREMOLDED INTERNAL AND EXTERNAL CORNER PIECES. THE HEIGHT AND COLOR SHALL BE AS SHOWN ON THE PLANS, 2. ADHESIVE SHALL BE AS RECOMMENDED BY BASE MANUFACTURER, 3. BASES SHALL BE FIRMLY AND TOTALLY ATTACHED TO WALLS WITH ADHESIVE AND SHALL BE ACCURATELY SCRIBED TO TRIM, MOLDING AND CABINETS. ALL JOINTS SHALL BE TIGHT FITTING, FILLER PIECES SHALL BE NOT LESS THAN 18 INCHES, � C C 1 rn g � � N N A C J o•' Cd 0 a U tL _J 0 ro M 4 o N N B N C 0 O D_ a1 0 J� c� u. 0 c P Ua r mom fn a o 4t Q� LID o z o = coo N ¢' (V ac n QQ J U O J ti ILL U 0 c m 0 0 0 N 0 Ln O 0 � M U �C Q Q C� fY Q 0 U `� W LL a D U_ 5 W a coS UJ Q„ J a Q = 0 CI" U cf) N 00 t0 Revisions: �05-25-10 OWNER j REQUESTED CHANGES J a 00 z W 06 v) N ozs W O a a� o= U U) Project Number 10032 Date 04-06-10 Sheet Number A-2 MINIMUM INTERIOR FINISH CLASSIFICATION INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN CLASSES IN THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES PER FBC TABLE 803.5 INTERI❑R WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY, ACCORDANCE WITH OCCUPANCY CLASSIFICATION EXIT ENCLOSURES CORRID❑RS ROOMS CLASS A CLASS B CLASS C FLAME SMOKE FLAME SMOKE FLAME SMOKE MERCANTILE (GROUP M) (SPRINKLERED) B C C 0-25 0-450 25-75 0-450 76-200 0-450 ROOM FINISH SCHEDULE RM # ROOM TYPES FLOOR BASE WALLS CEILINGS REMARKS MAIL, COMMENT MATL. HGT. 100 SALES VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A.F.F. 101 PHARMACY VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A.F.F. 102 TOILET ROOM VCT VINYL PAINT SCRUBBABLE LATEX 2X4 ACT 9'-0' A.F.F. 6' MIN, VINYL BASE 103 SECURE DRUG R013M VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A.F,F. 104 DATA VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A,F.F. 105 ❑FFICE VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A.F.F. 9 7/8' UNDERSIDE OF ROOF DECK 1/4' CONT, SEALANT R-7.8 RIGID INSUL. EXIST, STANDARD 8' C.M,U, CONSTRUCTION 5/8' GYPSUM WALL BOARD (M.R. BOARD ON TOILET ROOM SIDE) ON 3/4' METAL FURRING INTERIOR FINISHES - SEE SCHEDULE SUSPENDED ACOUTICAL CEILING EXIST, CEMENT PLASTER 1/4' CONT, SEALANT 1 EXTERIOR WALL TYPE "A" —3 1 SCALEI 3'=1'-0' UNDERSIDE OF ROOF OR FLOOR DECK 1/4' CONT. SEALANT METAL RUNNER SUSPENDED ACOUTICAL CEILING FINISHES - SEE SCHEDULE 5/8' TYPE 'X' GYPSUM WALL BOARD ON BOTH SIDES (MR, BOARD ON TOILET ROOM SIDE)(COPE TOP TO DECK PROFILE) 3-5/8' METAL STUDS @ 24' O.C. MAX, 3-1/2' SOUND ATTENUATION INSULATION METAL RUNNER 1/4' CONT, SEALANT ONE HOUR PARTITION TYPE AT' SCALEi 3'=1'-0' UNDERSIDE OF ROOF DECK METAL RUNNER 3-5/8' METAL STUDS @ 24' O,C, MAX, FINISHES - SEE SCHEDULE SUSPENDED ACOUSTICAL CEILING 5/8' GYPSUM WALL BOARD ON BOTH SIDES METAL RUNNER 1/4' CONT,SEALANT INTERIOR PARTITION TYPE T' SCALE, 3'=1'-0' UNDERSIDE OF FLOOR DECK METAL RUNNER 6' METAL STUDS @ 24' O,C, MAX, FINISHES - SEE SCHEDULE SUSPENDED ACOUSTICAL CEILING 5/8' GYPSUM WALL BOARD ON BOTH SIDES (M,R, BOARD ON TOILET ROOM SIDE) (COPE TOP TO DECK PROFILE) 5-1/2' SOUND ATTENUATION INSULATION METAL RUNNER 1/4' CONT. SEALANT INTERIOR PARTITION TYPE 'DN SCALEo 3'=1'-0' METAL RUNNER FINISHES - SEE SCHEDULE 3-5/8' METAL STUDS @ 24' ❑.C, MAX, 5/8' GYPSUM WALL BOARD ON BOTH SIDES METAL RUNNER 1/4' CONT, SEALANT INTERIOR PARTITION TYPE "E" SCALER 3'=11-O' UNDERSIDE OF ROOF OR FLOOR DECK 1/4' CONT, SEALANT METAL RUNNER SUSPENDED ACOUTICAL CEILING FINISHES - SEE SCHEDULE 5/8' GYPSUM WALL BOARD ON BOTH SIDES (M,R, BOARD ON TOILET ROOM SIDE) (COPE TOP TO DECK PROFILE) 3-5/8' METAL STUDS @ 24' D.C. MAX, 3-1/2' SOUND ATTENUATION INSULATION METAL RUNNER 1/4' CONT, SEALANT INTERIOR PARTITION TYPE T' SCALEi 3'=1'-0' MAXIMUM ALLOWABLE HEIGHT OF INTERIOR NON -BEARING METAL STUD WALLS BASED ON DIETRICH STEEL STUDS CRITERIA, LATERAL LOAD = 5 PSF MAXIMUM ALLOWABLE DEFLECTION = L/240 1 LAYER (MIN,) GYPSUM BD, EACH FACE FULL HEIGHT STUD MAXIMUM HEIGHT PER STUD SPACING SIZE STYLE GAUGE 12' 16' 24' 2 1/2 STN 25 11'-11' il'-3' 10'-7' 2 1/2 STE 20 DW 13'-2' 12'-1' 10'-9' 2 1/2 STX 20 STR 13'-11' 12'-10' 11'-7' 3 5/8 STN 25 15'-4' 14'-4' 13'-5' 3 5/8 STE 20 DW 17'-1' 15'-8' 14'-0' 3 5/8 STX 20 STR 17'-10' 16'-5' 14'-9' 4 STN 25 16'-5' 151- 4' 14'-2' 4 STE 20 DW 19'-0' 17'-6' 15'-7' 4 STX 20 STR 19'-11' 18'-4' 16'-5' 6 STN 25 22'-1' 19'-9' 16'-9' 6 STE 20 DW 25'-6' 23'-2' 20'-3' 6 STX 20 STR 26'-9' 24'-6' 21'-7' 20 DW GAUGE = 30 MILS, 20 STR GAUGE = 33 MILS SUSPENDED ACOUSTICAL CEILING METAL RUNNER FINISHES - SEE SCHEDULE 3-5/8' METAL STUDS @ 24' ❑,C, MAX, 5/8' GYPSUM WALL BOARD ON BOTH SIDES METAL RUNNER 1/4' CONT. SEALANT INTERIOR PARTITION TYPE "G" SCALEi 3'=1'-0' 1 GENERAL NOTES= 1, DIMENSIONS ARE FROM FACE OF WALL UNLESS ❑THERWISE NOTED. 2. FOR PLUMBING FIXTURE SPECIFICATIONS AND NOTES, SEE PLUMBING DRAWINGS, 3. LAVATORIES AND SINKS SHALL BE INSTALLED A MINIMUM OF 4' FROM FINISHED SIDE WALLS. FAUCETS SHALL BE INSTALLED WITH A MINIMUM OF 5' FROM THE OUTLET TO THE FLOOD RIM OF SINKS, 4, WATER CLOSETS SHALL BE INSTALLED IS' FROM FINISHED SIDE WALLS TO CENTERLINE OF FIXTURE, 5. BASIS OF DESIGN FOR ACCESSORIES IS BOBRICK WASHROOM EQUIPMENT, INC, 6, MIRRORS TO BE 1/4' QUALITY q2 CLEAR FLOAT GLASS WITH FULL SILVER, COPPER AND ORGANIC COATINGS, PROVIDE UNIFORMLY GROUND AND POLISHED EDGES. 7. BASIS OF DESIGN FOR SIGNAGE IS HEINRICH WILKE GMBH (HEWI), ACCESSORY NOTES, 1, GRAB BARS SHALL BE PROVIDED PER FEDERAL ADA REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTI❑N. GRAB BARS SHALL BE LOCATED 33' ABOVE FINISHED FLOOR, SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/2', AND SHALL PR❑VIDE 1 1/2' OF CLEARANCE BETWEEN THE RAIL AND THE WALL. GRAB BARS SHALL BE SO DESIGNED AN SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLIED AT ANY P❑INT, DOWNWARD OR HORIZONTALLY. GRAB BARS BEHIND TOILETS SHALL BE 36' LONG, GRAB BARS AT SIDE WALLS SHALL BE 42' LONG, 12' FROM THE BACK WALL. 2. MEN'S ROOM DOOR SHALL HAVE MALE SYMBOL AND HANDICAPPED SYMBOL, W❑MEN'S ROOM DOOR SHALL HAVE FEMALE SYMBOL AND HANDICAPPED SYMBOL. UNISEX ROOM DOOR SHALL HAVE UNISEX SYMBOL AND HANDICAPPED SYMBOL, ACCESSORY SCHEDULE ITEM MODEL B MOUNTING 0TISSUE DISPENSER B-2740 SURFACE @ 21' A.F.F. @ CNTR. SANITARY NAPKIN O DISPOSAL, SURFACE B-254 TOP @ 27' A.F.F. MOUNTED (WOMEN ONLY) PAPER TOWEL DISPENSER 3A & WASTE RECEPTACLE, B-3944 RECESSED @ 40' &F.F. @ ❑PN'G. RECESSED MOUNTED PAPER TOWEL DISPENSER 3B & WASTE RECEPTACLE, B-3699 SURFACE @ 40' A.F.F. @ OPN'G, SURFACE MOUNTED OSOAP DISPENSER, B-132 SURFACE @ 40' A,F.F. @ VALVE SURFACE MOUNTED OS MIRROR & SHELF COMBO B-292 1830 BOTTOM OF REFLECTING SURFACE e 40' A,F.F, U6 DOUBLE HOOK B-672 SURFACE @ 40' A.F.F. e CNTR, 7A GRAB BARS - 36' LONG S 5806 SURFACE - SEE ACCESSORY NOTE #1, RIES @GRAB BARS - 42' LONG B-580S SURFACE - SEE ACCESSORY NOTE #1. ® DOOR SIGNS INSTALLED ON WALL ADJACENT TO LATCH SIDE OF DOOR, SURFACE, CENTER @ 60' A.F.F. - SEE ACCESSORY NOTE #2 UNISEX 710,150.1SK #8 BLACK MALE SYMBOL 710,150,1SK #8 BLACK FEMALE SYMBOL 710,150.2SK #8 BLACK HANDICAPPED SYMBOL 710.150,3SK #8 BLACK VERIFY EXACT CLEARANCES REQUIRED IN WALLS FOR ACCESSORIES ■ �■r1� it �r 7 TOILET ROOM PLAN A--3 SCALE$ 4 7B 7A - - - - X a ri x 1A 'v ,1 I � NI o f 'ALL PIPES UNDER LAVATORY SHALL BE NSULATED, NO SHARP EDGES OR ABRASIVE SURFACES UNDER LAVATORY w v) U N <I- J� LL cud Q w�- p W in v a I o r� L_ � w r8_'% TOILET ROOM ELEVATION A-3 SCALEo 1/2'=1'-0' o o 0 CV 0 JN °� >. x M U Jo o n. > o 1 �a = r t z � U 0 a o M .J U_ 06 0 R U° . �.. in 0 0 U rI C U*) o 0) z rn a� c C U 0 t U O J � PM- LL 00 2 0 C ro 0 0 0 N 0 LO O r N Q U ce) Q D U) Z a <C n- Of ¢ OC O I Q ] LLI U = W -J uj O n 5� U_ O -� O W m= W L1. J 0CL Q ° U0000 N Revisions: A05-25-10 OWNER REQUESTED CHANGES Project Number 10032 EDate 04-06-1 0 Sheet Number A-3 ■ms C N to a / ♦ c E U 1 J00 Co J- C w N Jz Cli o00 L �a 0 J" M J LL 0 7 d Uy� . _ V) > o Z. �o c�m$ J OL G Q O J f- LL Y G W O 1 ; O O N 0 . to O V-- N U5M W o Q cn Q z 0 o QwLL � J W LU p J m = QJ 0 N M 00 CD Revisions: A05/26l10 -OWNER REVISIONS w 0 0 J LL J Z U_-J Za Q 2 U W 2 Project Number 234 Date 03-25-10 Sheet Number M-1 11, I , F ' 1: 1 I I 9 1 11 ...: 1 - -- 1 ` -- - -J _ J 1 I1.1L I. I I, , - !L I- I'I-!_l_1_PI II 111 I I�I'IIII I' I ! I 1 II GENERAL NOTES & SPECIFICATI❑NS LAIS I , LLLI I KIL04L EXIST, ELECTRICAL SERVICE AND METERS SERVICE AND METERS DjVISION SIXTEEN -ELECTRICAL GENERAL REQUIREMENTS _-, • 1, THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR, TOOLS, EQUIPMENT AND ' SECURE (SAf E �SAFE� -- -\ -, DATA . - . ---- - - - - ---- _ SECURE DATA j WORK REQUIRED FOR INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM, INCLUDING 10 104 LIGHTING AND POWER DISTRIBUTION, AND TELEPHONE CONDUITS AS INDICATED ON THE �\ DRUG ® DRUG R(]OM U j DRAWINGS, TOILET ROOM ---- - -� REFR, \� I I 103 2. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABORATORIES APPROVAL, 103 -___._-_I j • II 3. ANY MINOR WORK NECESSARY, ALTHOUGH NOT SHOWN, TO MAKE THIS A COMPLETE 102 C� WP GFI C-16 ELECTRICAL INSTALLATION SHALL BE CONSIDERED A PART OF THE CON RA j (ROOF C_18 20� 1 _._ __-__-_._ I -- 4, ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE N,E,C, AND C-14 TOP) C-18120 ` -- -- - LOCAL GOVERNING CODES, 5, THE CONTRACTOR SHALL VERIFY THE ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT --, FOR -, PRIOR TO ROUGH -IN. RTU-1 IF THE ELECTRICAL CHARACTERISTICS OF THE EQUIPMENT - 18 I MICROWAVE - -; � VARIES FROM THAT SPECIFIED ON THE ELECTRICAL DRAWINGS, IT SHALL BE THE IN UPPER RESPONSIBILITY OF THE SUPPLIER TO NOTIFY THE ARCHITECT OF ANY CHANGES TO �I l CABINETS / I THE ELECTRICAL SYSTEM, ' \\ C-22 \ 1 22 E E \l�.r• ' EQUIPMENT &BASIC MATERIALS I1 i-� 1, SWITCHES CONTROLLING PANELS, LOAD CENTERS, 13R MOTORS SHALL BE HEAVY DUTY 1 o F a l u� t-ci>j iE '-� E SQUARE D ❑R APPROVED EQUAL, MULTIPLE MAINS SHALL BE IDENTIFIED AS MAIN #1, G I C / ,10 -- _ - , -._ _._ ___ MAIN #2, ETC, FUSES SHALL BE BUSSMAN CLASS RK-1 AND CLASS L OR APPROVED 3 E EQUALS, - INSTA-HOT I 2, MAIN SWITCHES AND MAIN PANEL BOARDS SHALL BE SUITABLE FOR SERVICE (UNDER EXIST, ! C-4 ENTRANCE EQUIPMENT WITH A SHORT CIRCUIT CURRENT DESIGN OF 65,000 AJ,C, (SYMJ, j CABINETS) PNL E PNL EXIST, WHICH WILL BE VERIFIED WITH LOCAL UTILITY, j C-21,23 - ' ' 1 --- - - .C. - 3, PANELB❑ARDS TO BE SQ.D, OR APPROVED EQUAL WITH L❑CKING DOOR UNLESS OTHER C SPECIFIED, INSTALL TYPEWRITTEN, TWO -COLUMN DIRECTORIES INSIDE EACH NEW AND 1 Nl r r_ - ----- I - - _- - - - - RELOCATED PANELBOARD INDICATING WHAT EACH CIRCUIT SERVES, THE CONTRACTOR ' C-15,17 -jl SHALL BALANCE THE L❑ADS IN THE WIRE GUTTER AND IN THE PANELBOARDS, \\ 1 4 UALL SEDW❑NETTO BINSi COPPER INSTALLATION. ANDNO WIRE SMALLER THAN #12 AWG GAUGE SHALL BE LIGHTING FIXTURES - - -- - - - --' 15 '•I 1. LIGHTING FIXTURES SHALL BE MOUNTED SECURELY IN ACCORDANCE WITH THE IOFFICE MANUFACTURER'S RECOMMENDATI❑NS. MOUNTING METHODS SHALL BE SUITABLE FOR THE 105 j PARTICULAR TYPE OF CEILING OR SUPPORT AT EACH LOCATION, C-12 2, THE CONTRACTOR SHALL PROVIDE ALL SUPPORTS, HANGERS, SPACERS, CHANNELS, EXIST, PHARMACY FASTENERS AND OTHER HARDWARE NECESSARY TO SUPPORT THE FIXTURES, VACANT PHARMACY 17 VACANT I 101 3, FIXTURES SHALL BE SET AT THE MOUNTING HEIGHTS SHOWN ON THE PLANS, EXCEPT O HEIGHTS SHOWN SHALL BE ADJUSTED TO MEET CONDITIONS, TENANT ' - - -- - - - -I 101 TENANT ' 4, ALL FLUORESCENT FIXTURES SHALL BE EQUIPPED WITH HIGH POWER FACTOR SPACE SPACE - -- - - -- BALLASTS SUITABLE FOR THE LINE VOLTAGE AND FOR THE TYPE, SIZE AND NUMBER 17 •'I OF LAMPS REQUIRED BY FIXTURE, _- �� I II I -- -- -- - --- C-13 c:-� SYMBOL LEGEND SINGLE POLE SWITCH, 20A 46' CL A,F,F, If 1 I E I $3 3-WAY SWITCH 20A 46' C, A,F,F, C IN CEILING i E EXISTING C-11 I j DUPLEX RECEPTACLE - 20A 18' CL A,F,F, DUPLEX RECEPTACLE - 20A 46' CL A.F.F. OR AS NOTED - - - -�_ 1 --- --- --�. _ ._.-. - - --------- -------- 3 - --- -_ - -- - --------- - --- - --... TELEPHONE/DATA OUTLET D 4 A,F,F, Q :, a PROVIDE BOX, P, RING, AND 3/4'C, TO ABOVE CEILING 0 0 o a o • TELEPHONE/DATA OUTLET 46' CL A.F.F. OR AS NOTED PROVIDE BOX, P, RING, AND 3/4'C, TO ABOVE CEILING TELEVISION/SATELLITE OUTLET 46' CL A,F,F, OR AS NOTED _ PROVIDE BOX, P, RING, AND 3/4'C, TO ABOVE CEILING II I [II DISCONNECT I' I JO JUNCTION BOX I III SALES C-9 I SALES WP WEATHERPROOF ' 100 ' 100 Ii VENDING] I j GFI GROUND FAULT CIRCUIT INTERUPTER j �� L-. II • i1l�J FLEXIBLE CONNECTION II C-7 i --� 4' CEILING MTD, FL❑URESCENT LIGHT FIXTURE ! VENDING E =0 2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE C_3 --- ' C C C-2 n s E �� ILLUMINATED EXIT SIGN, SINGLE FACE WITH DIRECTION ARROW \- --- -- ---- -- -- ------ ----!' \ J - \-- - --� - ----- - ILLUMINATED EXIT SIGN, SINGLE FACE EXIST, ( ��`` --_ }- EXIT LIGHT - BATTERY BACK-UP W/ TWO ADJUSTABLE HEADS EXIST, GOES \ ` ✓ TO H-2 VIA ( TIME CLOCK l - - -- _ �-!� 2 HEAD BATTERY PACK EMERGENCY LIGHT FIXTURE ® EXHAUST FAN 1 ELECTRICAL POWER PLAN �.`, ELECTRICAL LIGHTING PLAN SCALES 1/4' = V-0' p E_ 1 SCALD 1/4' = Y-0' a p EXIST P � C SQL TYPEI.S�,LL___ NEMA,-1 _- MTDI__l___ SPACES,_ 4-_ VOLTL3EQaQJL__ PHI_3_ WIRES,_, GRN. BAR,_ Y__ AMPSI__ P00,-MAIN U.UG_-__ FEEDER WIRES 4 3/0 CU THWN & 1 #6 CU THWN CIR AMP P LOAD KW WIRE # CIR AMP P LOAD KW WIRE # 1 20 1 I- 1G 42 3 #12, 1/2' C, 2 2C 1 EXIST/ Ei f R L l G 6 3 #12, 1/2' C. 3 20 1 J-3CX FOR' SIGN 18 14 20 1 LIGHTING 1.4 5 PC 1 RECEPT 18 6 60 3 RTU 21 #6 THWN 7 20 1 SHOW WINDOW 1,8 8 9 20 1 VENDING 1,6 10 11 20 1 RECEPTACLES ,4 12 20 1 RECPTACLES ,4 #12 THWN 13 20 1 RECEPTACLES ,4 14 20 1 DRUG ROOM RECEPT, 8 15 20 1 RECEPTACLES 12 16 20 1 REFRIGERATOR 1 17 20 1 RECEPTACLES ,4 18 20 1 COUNTER RECEPT, 1,6 19 20 1 ROOF TOP RECEPT, 2 T 20 20 1 MICROWAVE 1,4 21 30 2 INSTA-H❑T 5 #10 THWN 22 20 1 DATA ROOM 8 23 \1/ 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 HOUSE UNIT A HOUSE PANEL \ 0 LIGHTNING ARRESTOR 100/3 600/3 SERVICE DISCONNECT /C UNIT B SWITCH 0 1,200 AMP 4-#3 THHN, 1#8 THHN 120/240V EQ, GRD, IN V NIPPLE 1PH, 3W 200/3 UNIT C a 200/3 #3/0 GRD, ELECTRODE CONDUCTOR 4 SETS 3' PVC W/ 4 350 MCM EACH WTR DRIVEN GRD GRD 3 EXIST, ELECTRICAL RISER DIAGRAM TOTAL CONNECTED LOAD, 39,780 / 360 = 110,5 AMPS 1 �-l SCALDN,T.S, U) o, E � U y O JN N 00 �. O U T U 0 ♦ ^ N � N 0 0 t Na .- 0 M " .J M J LL 0 a U° OCD z °D m\' a 8 � U / 0 U Q J C O -J LL 06 U .Q C 0 P N 0 �i ,.. LO 0 pi� N U Q �� M M z Q n. QO C) U Q W .J W oLL �- J o W W 0.. mLF ¢ �- 0 0 -.I- CL N U Revisions: 05-25-10 OWNER REQUESTED CHANGES Project Number 10032 Date E: 04-06-10 Sheet Number E-1 I I _ _ I'll I , U1,11 , rl III I I I_I I I LU u2 1 I I I! III I I I I I _ 111 11111 111 ITTit ■� _ w wrrrl ■ rw■— ■ •� ■ w rrr.w r a •r rw w �w.■r r r� r • ■� r .r■ww ■ ■.w.� • r .ram■� r wrrr .w � w •�. 1 FIRE SPRINKLER PLAN � F S_ 1 SCALE, 1/4` = 1'-019 a D 1 EXIST, SHELL FIRE SPRINKLER RISER =11. ASSOCIATED AUTOMATIC SPRINKLERS, INC. 13065 BOCA CIEGA AVE MADEIRA BEACH, FL 33708 PH. (813) 876-3161 LIC.# 012723000191 GENERAL NOTES & SPECIFICATI❑NS SCOPE OF WORK+ THIS IS A LAYOUT ❑r AN EXISTING FIRE SPRINKLER SYSTEM M❑DIFIED TO ACCOMMODATE THIS TENANT. GENERAL N❑TESi 1, LAYOUT BASED ON 2002 EDITION OF NFPA 13 2. ORDINARY HAZARD 130 SQ. FT MAX SPACING. 3, THIS IS AN EXISTING SYSTEM MODIFIED TO ACCOMMODATE THIS TENANT, 4. THIS SYSTEM IS MONITORED. 5, HANGERS TO BE 3/8' TOP BEAM CLAMPS, 3/8' ALL THREAD ROD WITH HANGER RING, SEE DETAIL. 6. PIPE TO BE SCHEDULE 40, 7. ALL MATERIALS SHALL BE LISTED. 8, ALL PENETRATI❑NS SHALL BE PROTECTED BY A U/L LISTED METHOD. 9, ALL ROOMS ARE LIGHT HAZARD, 10. ALL HEADS WITHIN THIS AREA OF WORK SHALL BE QUICK RESPONSE, FIRE SPRINKLER LEGEND — — — — — EXISTING PIPING NEW 1' SCH. 40 PIPE I EXIST. UPRIGHT HEAD 7 ]I ADD OO I NEW 155• QUICK RESPONSE UPRIGHT HEAD GLOBE SIN# GL5601 10 I REL 0I RELOCATED EXIST. HEAD W/ NEW 155° QUICK RESPONSE PENDANT HEAD GLOBE SIN# GL5601 STEEL JOIST HANGER DETAIL I c E r r- Ur 07 'gin 0 JN CID � o T X �?7 U J�G b O W N O ti > O c U i U 0. 4 r 0 J~ J ILL 06 2 d U a . cn `� O Z C S � N U f N c O Q U C J O M J J U .j O c > O O 0 N O 0 to O v - (V pi U � M -JQ 7 Q 0 as o Q = �- LL UJ' D� 0 LU LJJ o -J m = d 0 a. U A N Revisions: 05-25-10 OWNER REQUESTED CHANGES Z J J Z Iy (n W w U— Project Number 1., 10032 Date 04-06-10; Sheet Number . 40- FS-1 rs CHANGE OF OCCUPANCY FOR: 6834 GALL BOULEVARD, SUITE 105 /EPHYRHILLS, FLORIDA 3354.9. EXISTING ARCHITECTURAL SITE PLAN SCALE 1' = 30'-C' W Z Q J EXIST. 'CICI'S PIZZA' TENANT SPACE :144:1T CONVERSION EXIST. BUILDING 'A' 6,795 S,F, EXIST, VACANT TENANT SPACE T 001&_ A �JI Ida -- N 89058'47' E 547,57' ❑ II 0-0 S 89058'29' W 548,56' - — ---- --T--� - — - - -� 0 PNde be advised this review of plans submitted is a CUM" review to ass st th,� conbacW in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the oonUaCWS sole responsibility b ensure that the plans are in complete compliance with of applicable NFPA code, and kcal M!rMnces. n Ine am mw 10her examination or tl1e contractor's sole rellIlpfisibility, at their sole expense to bring those areas in aDmPfiance. The City assumes no responsibility for the ow0ractoes failure to be in compliance With all applicable NFPA Codes and local ordinances. MUBtvfl 1'ED PL.AN(S) JiA}NE BEEN RE`✓IEW:_:r . SHEET INDEX SHEET G--1 SHEET NAME COVER SHEET, CODE CRITERIA & BLG. PROGRAM ISSUED 04-06-10 LS-1 LIFE SAFETY FLOOR PLAN 04-06-10 A-1 ARCHITECTURAL FLOOR & REFLECTED CEILING PLANS O4-06-10 A-2 DOOR & WINDOW SCHEDULES & DETAILS O4-06-10 A-3 ROOM FINISH SCHEDULE, WALL TYPES, DETAILS & ENLARGED TOILET ROOM PLAN 04-06-10 P--1 PLUMBING FLOOR PLAN & SCHEDULE & SANITARY & WATER RISER DIAGRAMS O4-06-10 M-1 MECHANICAL FLOOR & ROOF PLANS O4-06-10 M-2 MECHANICAL DETAILS, SCHEDULES & NOTES O4-06-10 E-A ELECTRICAL POWER & LIGHTING PLANS & PANEL SCHEDULES & RISERS O4-06-10 FS-1 FIRE SPRINKLER PLAN 04-06-10 REVISED N c .�i to c� Q REFERENCE CODES EXISTING BUILDING, FLORIDA EXISTING BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENTS BUILDING, FLORIDA BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENTS PLUMBING- FLORIDA PLUMBING CODE 2007 EDITION W/ 2009 SUPPLEMENTS MECHANICAL, FLORIDA MECHANICAL CODE 2007 EDITION W/ 2009 SUPPLEMENTS ELECTRICAL, NFPA 70 / NATI❑NAL ELECTRICAL CODE 2008 EDITION ACCESSIBILITY, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FBC 2007 EDITION W/ 2009 SUPPLEMENTS FIRE/LIFE SAFETY, FLORIDA FIRE PREVENTION CODE NFPA 1 UNIFORM FIRE CODE & NFPA 101 LIFE SAFETY CODE 2007 FLORIDA EDITIONS DESIGN CRITERIA OCCUPANCY, MERCANTILE GROUP M (SECTION 309) CONSTRUCTION TYPE, F.B.C. TYPE IIB, SPRINKLERED (SEC I I❑N 602) N.F.P,A, TYPE II (0,0,0) WORK CLASSIFICATION CHANGE ❑F OCCUPANCY (SECTION 4116) BUILDING PROGRAM OCCUPANCY QQNVERSION THE PROPOSED ALTERATION CONSISTS OF REMODELING AN EXISTING SHELL SPACE SPACE (ASSEMBLY GROUP A-2 OCCUPANCY) & CONVERTING :T INTO A PHARMACY (MERCANTILE OCCUPANCY) WHICH WILL INCLUDE THE FOLLOWING SPACES SALES, PHARMACY, SECURE DRUG ROOM, TOILET ROOM f)ND DATA CLOSET AREA CALCULATIONS EXISTING BUILDING AREA = 6,795 S.F. GROSS PROPOSED ALTERATION AREA = 1,403 S.F. GROSS WY ZF0HYRHnJ.S',6A 1 W. ru f LJ BUILDING F IZ REVIEW DATE " I1-" (� CITY OF ZEPHYRHILLS PLANS EXAMINER VICINITY MAP _ MAPQUES t �L ._ tl� I TtI ty Pond Hd 400 ,m Price D, ft f f ��oo ` NiwleAv, Trellis Ave Eaten St t � ' hiaruiar+n Ave-- I 1 _ v>i a �Jr ILLemon Aver, _TempleAvo 1[ 1.It=,Z Fort King Rd � r�� EMIGRE, t m n.T'r+l"Il!��r �1 I� ( InaiAw� �11�. c 3 mar d5i —. IJ PR[]J,E:f 1. l} �j T issbai Ave rI� r 1-1771 i Irk Hill rmst Dr'1 Heath I_ir Now ai Ave' Easy Avp i7 1 f EEland E',Iv,l Geiger Rd , NOrth Ave112010 MapQiiest Portlons'mZC,10 t1�1YiYE0 a� � r~ ,J 00 cc) U- c > o c ro > N O:) V c Q o S_ 4 U J� Ci J U_ rn =3 0 in N Ut o� � L o Y � 00 C) o N Q U rn ,n a` G o Ln 'I r' L a m a - o a L0 (z) N LJ_U � U <C (ch a O C) Q >LL U= W O CL ::) vj LL m ® LLl = W CL ; } Q Oa U 00 N Cif Revisions: W © �ry V M �o Lu _ C-6 f� < Lli LLl i-- ary Project Number 10032 Date 04-06-10 Sheet Number G-1 I 11 III 1 I - !_!!'IS !111 ll.'l I I I I I I, - I. I ___L I i , " I I 1 L •.�..• 1IY-1—SLL..F .-L'-1_—_L_1.. 1__ _u-­.JL I I I --_ . II . F I .. A.. II I III I I I I I I _ IIn I_ 1—L-L-111 EXIST. 1-HOUR SEPARATI❑N (U.L. DESIGN U-465> BETWEEN MERCANTILE GROUP M OCCUPANCY & ASSEMBLY GROUP A-2 OCCUPANCY, AS REQUIRED BY F,B,C, TABLE 508.3.3 -- EXIST, VACANT TENANT SPACE ��� +� 4� r � �r � �•Ir w .�� w • �� � r.�r w ,r�r • w •waww � ..wr• r w••�r r .�/ 00 I i SECURE L_ _ J L_ _ ._ I T \, DATA DRUG TOILET ROOM -1 _ I 10.2 a / I T7 i I ' Ll 1 El I PHARMACY c 101 I z ti ra I > -- �I ! �L_ I i 27 5,4'(H) I I 66' I i LIFE SAFETY FLOOR PLAN SCALEo 1/4' ; 1'-0' a 20 20 4'(H) 33' GENERAL NOTES & SPECIFICATIONS DIVISION ONE - GENERAAL,.89QUIREMENTS FIRE BARRIER IDENTIFICATION (NFPA 101 SECTI13N 8.3.2.4) 1. EACH NEW FIREWALL, FIRE BARRIER OR ANY EITHER NEW WALL REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE PERMANENTLY IDENTIFIED WI`'H SIGNS OR STENCILING ABOVE ANY DECORATIVE CEILING AND IN CONGEALED SPACES WITH THE WORDING, 'FIRE AND SMOKE BARRIER -PROTECT ALL OPENINGS.' 2. SUCH SIGNS OR STENCILING SHALL BE IN 4 INCH HIGH LETTERS, 1/2 INCH STROKE AND NOT MORE THAN 15 FEET ON -CENTER, FIRE BARRIER PENETRATIONS (NFPA 101 SECTION 8,3.5.0 1. PENETRATIONS FOR CABLES, CABLE TRAYS, CONDUITS, PIPES, TUBES, COMBUSTION VENTS AND EXHAUST VENTS, WIRES, AND SIMILAR ITEMS TO ACCOMMODATE ELECTRICAL, MECHANICAL, PLUMBING, AND COMMUNICATIONS SYSTEM THAT PASS THROUGH A MEMBRANE OF A WALL, FLOOR, OR FLOOR / CEILING ASSEMBLY CONSTRUCTED AS A FIRE BARRIER SHALL BE PROTECTED BY A FIRESTOP SYSTEM OR DEVICE TESTED IN ACCORDANCE WITH ASTM E814 OR UL1479, 2, WHERE DEVICES ARE INDICATED IN A FIRE OR FIRE/SMOKE BARRIERS ON THE DRAWINGS, THE MAXIMUM ALLOWABLE AREA OF INDIVIDUAL U.L. LISTED BACKB❑XES PERMITTED IN THE WALL IS 16 SQ. IN. WITH A MAXIMUM AGGREGATE OF 100 SO. IN. PER 100 SQ. FEET OF WALL AREA. 3. BACKBOXES ON OPPOSITE* FACES ❑F SUCH BARRIERS SHALL BE OFFSET A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 4, WHEN PENETRATIONS EXCEED THE ALLOWABLE AREAS, THE DEVICES SHALL BE SET IN A FURRED SPACE IN FRONT OF THE SMOKE OR FIRE/SMOKE BARRIER OR PROVIDED WITH A FIVE -SIDED ENCLOSURE: CONSTRUCTED OF LAYERS OF 5/8' THICK TYPE 'X' GYPSUM WALLBOARD EQUAL IN NUMBER TO THAT REQUIRED FOR THE RATING OF THE BARRIER, INSTALLED WITH APPROVED FASTENERS SCREWED TO STUDS AND HEADERS, 5. WHERE FIRE RATED ASSEMBLIES ❑CCUR IN PROXIMITY TO STEEL BEAMS OR JOISTS WITH INADEQUATE DIMENSION TO INSTALL SCREWS, CONTRACTUR SHALL PROVIDE STUD FRAMING AROUND THE BEAM OR JOIST IN ACCORDANCE WITH U.L. DESIGN N-501 WITH LAYERS OF GYPSUM WALLBOARD EQUAL TO THAT REQUIRED BY THE RATING OF THE BARRIER, EXIT DOOR TACTILE SIGNAGE (LSC 101 CH 7.10.13) 1. TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN. 2, TACTILE SIGNAGE SHALL READ AS FOLLOWS, EXIT. 3. TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1 AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 4, THESE RErQUIREMENTS SHALL NOT APPLY TO EXISTING BUILDINGS, PROVIDED THAT THE OCCUPANCY CLASSIFICATION DOES NOT CHANGE:. NOTICE FOR STRUCTURES WITH LIGHT -FRAME TRUSS -TYPE CONSTRICTION (FAC 69A-60,0081) 1. ANY COMMERCIAL, INDUSTRIAL, OR MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE, WHICH USES HORIZONTAL OR VERTICAL LIGHT -FRAME TRUSS -TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH AN APPROVED SYMBOL, TOWNHOUSES ARE NOT MULTIUNIT RESIDENTIAL STRUCTURES AND THEREFORE NOT SUBJECT TO THIS RULE, EACH APPROVED SYMB13L SHALL INCLUDE WITHIN THE CENTER CIRCLE ONE OF THE FOLLOWING DESIGNATIONS, A, STRUCTURES WITH LIGHT -FRAME TRUSS ROOFS SHALL BE MARKED WITH THE LETTER "R': B. STRUCTURES WITH LIGHT -FRAME TRUSS FLOOR SYSTEMS SHALL BE MARKED WITH THE LETTER "F' C. STRUCTURES WITH LIGHT -FRAME TRUSS FLOOR AND ROOF SYSTEMS SHALL BE MARKED WITH THE LETTERS 'RF." 2. THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR AND, A., BE PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE ON A CONTRASTING BACKGROUND, OR B. BE MOUNTED ON A CONTRASTING BASE MATERIAL WHICH IS THEN PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE, 3, THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL BE NOT LESS THAN 4 FEET (48 IN.). 4. THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL BE NOT MORE THAN 6 FEET (72 IN,), 5, IN SINGLE TENANT STRUCTURES WITH MULTIPLE MAIN ENTRY MOORS, SUCH AS BIG BOX RETAIL STORES, DEPARTMENT STORES AND GROCERY STORES, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS OF THE STRUCTURE BE MARKED WITH AN APPROVED SYMBOL, 6, IN MULTIPLE TENANT STRUCTURES AND COVERED MALL STRUCTURES WITH MULTIPLE MAIN ENTRY DOORS, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS OF THE STRUCTURE BE MARKED WITH AN APPROVED SYMBOL. 7. IN MULTIPLE TENANT STRUCTURES AND COVERED MALLS WITH MULTIPLE MAIN ENTRY DOORS, THE AUTHORITY HAVING JURISDICTION IS AUTHORIZED TO REQUIRE THAT OTHER MAIN ENTRY DOORS BE MARKED WITH AN APPROVED SYMBOL. IN SUCH STRUCTURES, APPROVED SYMBOLS SHALL BE MARKED ON ONE SIDE OF THE STRUCTURE ONLY AND SPACED NOT CLOSER THAN 100 FEET OR AT EACH END OF THE STRUCTURE WHEN SUCH STRUCTURE IS LESS THAN 100 FEET IN LENGTH, LIFE SAFETY CALCULATIONS EXIT REQ'D. OCCUP. PROVIDED PROVIDED OCCUPANCY AREA SO. FT./ OCCUPANT EXIT WIDTH/ LOAD EXIT CLEAR EXIT EXIT CLASSIF. ($Q, FT.) ,OCCUPANT LEAD COMP❑NENT PERSON WIDTH (IN.) WIDTH (IN.) CAPACITY MERCANTILE I 1,403 147 PPL GROUP M GROSS 30 S,F, PER FBC HORIZ, 0,20 9.4 99 495 PPL 1004.1.2 EXIT CAPACITY 1.28 = DQCUPANT LOAD 25.6'(H) = REQUIRED EGRESS WIDTH (V = VERTICAL, H = HORIZIDNTAL) 33' = PROVIDED WIDTH LIFE SAFETY LEGEND 4* PRIMARY EXIT 4* SECONDARY EXIT © PULL STATION l SMOKE DETECTOR HEAT DETECTOR HORN WITH STROBE ;01 STROBE ONLY 4) �. ;. ILLUMINATED EXIT SIGN, SINGLE FACE, W/ DIRECTION ARROW COMBO EXIT/EMERGENCY LIGHT FRCP FIRE ALARM CONTROL PANEL PROVIDE DEDICATED PHONE LINE FA14 FIRE ALARM ANNUNCIATOR EMERGENCY LIGHT ® FIRE EXTINGUISHER IN CABINET FIRE HOSE STATI❑N 0 C O J � 7 v C 0 0 � .- � E E V N J ° 0 cg T c m ' A N V ♦ CO C 04 v c .0c �a ti M J ILL r � "rw 0 a C z c cc> c CU O C RQQ��� G J J to � c o co co 0 c 0' 0 0 N LO o cn Q n, O U > LJ- W � J LL d W 0 J m Q El' z U c0 CL N CO Revisions: Project Number 10032 Oate 04-06-10 Sheet Number LS-1 GENERAL NOTES & SPECIFICATIONS DIYISIQN ONE - GENERAL REQUIREMENTS, SUMMARY OF THE WORK 1. THE WORK INCLUDES ALL DEMOLITION AND NEW CONSTRUCTION] AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 2. THE PERFORMANCE OF ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, COUNTY, AND CITY CODES, RULES AND REGULATIONS, 26'-3 3/4' 3, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE, FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER _---- -. -------- ____— OPERATION OF THE WORK INDICATED. --—--_ ---_— --------��—_—_—— --- I o 6' - 7' -- 10' - 6 1 / 8" 7 5'- 10 1 / 8" _ 3 ' - 4 1 / 2" NON -LOAD BE RING METALS WA L FRAMING 1. METAL FRAMING, PROVIDE NON -LOAD BEARING STEEL STUD PARTITIONS WITH DEFLECTIONS CONFORMING TO L/360 AT 15 P$F (718 PA) FOR VENEER PLASTER WALLS AND L/240 AT 5 PSF C239 PA) TYPICAL FOR GYPSUM B❑ARD WALLS, 2, FIRE -RESISTIVE RATINGi WHERE INDICATED ON DRAWINGS, PROVIDE MATERIALS AND CONSTRUCTION THAT ARE IDENTICAL TO THOSE ASSEMBLIES WHOSE FIRE RESISTANCE RATING HAS BEEN DETERMINED PER ASTM E119 BY A TESTING AND INSPECTING ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. A. MEET OR EXCEED FIRE RESISTANCE REQUIREMENTS ❑UTLINED UNDER PROVISIONS OF THE GA-600 FIRE RESISTANCE DESIGN MANUAL FOR WALL AND CEILING ASSEMBLIES. B. MEET OR EXCEED CLASS A FLAME/FUEL/SMOKE REQUIREMENTS OF ASTM E 84 SURFACE BURNING CHARACTERISTICS FOR FINISH MATERIALS. 3, SOUND TRANSMISSION CHARACTERISTICS FOR GYPSUM BOARD ASSEMBLIES WITH STC RATINGS, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTE7 IN ASSEMBLY INDICATED ACC❑RDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM — _._---..�.._...----.—________._— SUSPENDED ACOUSTICAL CEILING SYSTEM, TYP. N \ - v ( --- -- q (- SAFE SAFE UR J - J L_ _ J REFR 104 I DI-�R I DRU I � TOILET I RDOM I \ I I (-- ---1-- 102- - I 103 1 - _ I I r 1 j c I RTU-1 I i � � � � � r � � �- � � � � � � �� � ` --- -- r 102 R �r� — T 10 — I ' ' 0 0 TROOM u 0 103 G -- j 0 — —' — 03 1 1 / E E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY. METAL DOOR & WINDOW FRAMES I-- ---- ---- -- -- -_ 102 II o II 03 III FE) E 1. METAL FRAME SHALL BE NOT LESS THAN 0.060 INCH THICK (IS GAUGE) SHEET STEEL. 2. METAL DOOR AND WINDOWS FRAME PRODUCTS SHALL BE SUPPLIED KNOCKED -DOWN CKD), _ — — _ _ — 1` 3. KNOCKED -DOWN (KD) FRAMES SHALL BE SHIPPED UNASSEMBLE.'l 4, CORNER JOINTS SHALL BE ACCURATELY MITERED AND TIGHTLY FITTED WITH INTEGRAL — - 1 1 1 DOOR STOPS MITERED OR BUTTED WHEN ASSEMBLED. 5. FRAMES SHALL BE REINF❑RCED FOR ALL HARDWARE AND SHALL BE CLEANED AND ' ' 1 TREATED BY THE BNDERIZED PROCESS OR AN APPROVED PHOSPHATIZING PROCESS AND THEN GIVEN ONE FACTORY APPLICATION OF METAL PROTECTIVE RUST INHIBITIVE in PHARMACY C�I O1 J I --- ----- --I SHELVING REFR, A. v I — ' PRIMER. PRIMER SHALL NOT CONTAIN LEAD TYPE PIGMENTS. 6. FRAMES FOR FIRE RATED DOORS SHALL BE LISTED FOR THE SAME RATING SHOWN ON THE PLANS FOR FIRE RATED DOORS, 7. ALL DOOR & WINDOW FRAMES INSTALLED INTO LEAD LINED WALLS MUST PROVIDE SHIELDING THE EQUIVALENT OF THE LEAD THICKNESS WHICH IS REQUIRED FOR THE WALL INT❑ WHICH THEY ARE INSTALLED, DIVI�SJON..SIX WOQ AND 0 O 0 O _ _ —__ -- PHARMACY F 301 --- X E IST, VACANT TENANT SPACEC CD I COUNT TABLE 1 SHELVING 1 REFR, I- -- - - - -- ` - I1'-11 3/4° _ 14'-4" -- — i— EXIST. NT TENANT SPACE _ ELASTICS WOOD DOOR FRAMES 1. WOOD FRAME SHALL BE CLEAR, PAINT GRADE, BIRCH. 2, PREHUNG DOOR SYSTEMS SHALL INCLUDE ALL NECESSARY COMPONENTS, INCLUDING SOLID WOOD DOOR JAMBS, DOOR CASINGS, AND DOOR HINGES. 3. WOOD DOOR SHALL BE 'CUSTOM' GRADE FLUSH, HOLLOW OR SOLID CORE WOOD DOORS AS SHOWN ON THE PLANS, FACE SHALL BE STAIN GRADE HARDWOOD VENEER EXCEPT AS 4. WHERE H FIRE SRATED DOORS RE PLANS.E SHOWN ON THE EQUIRED SOLID CORE DOORS SHALL BE LISTED AND LABELED FOR THE FIRE RATING SHOWN ON THE PLANS. 5, PRO VIDE BUILDER'S HARDWARE F❑R 7HE DO❑RS AND CIPERATIONS INDICATED ❑N THE DRA WINGS AND REQUIRED BY CODE. 6. FURNISH OWNER 2 KEYS FOR EACH LOCK, 7. ALL DOORS INSTALLED INTO LEAD LINED WALLS MUST PROVIDE SHIELDING THE EQUIVALENT OF THE LEAD THICKNESS WHICH IS REQUIRED FOR THE WALL INTO WHICH THE DOOR IS INSTALLED. MILLWORK I -- - l� 3 -8" CL, \ SHELVING (�J i� J l r� --` I 0 --- - --`— 0 — 0 -`— — � I AB _ — I T _ — __ _ _ E --— 0° — -- Oo 0 — 3'-8" CL. 10`2 1/2" — - - 16'--1 1/4' -----� --- — 1. LAMINATE CLAD CABINETS, COUNTER TOPS AND SPLASHES SHALL BE CUSTOM GRADE, FLUSH OVERLAY CONSTRUCTION. 2, LAMINATE CLADDING SHALL BE HIGH PRESSURE DECORATIVE LAMINATE COMPLYING WITH NEMA LD-3, 3 SURFACE MATERIALPRESSURE LAMINATED PLASTIC CONFORMING TO O O I I 1 SECURITY BARS AS H.C. ACCESSIBLE 1 SELECTED PER F,B,C, I I A n _ _ — MIL THICKNESSHIGH ' 4. UNLESS OTHERWISE SHOWN ON THE PLANS, SPLASHES SHALL BE 4 INCHES HIGH FROM THE SURFACE OF THE DECK. BACK SPLASHES SHALL BE CONTINUOUS FORMED AND COVED. SIDE SPLASHES SHALL BE TOP SET. 11-4,15.2 (MAX. SPOUT HT. 36') 1 1 H,C. ACCESS. 234' W/ CUP DISP, 1 01 PER F,B C, 11-7.2 (MAX. ,B. 36') 5. ALL MILLWORK TO BE CONSTRUCTED OF 3/4' PLYWOOD UNLESS NOTED OTHERWISE. INTERIOR STANDING AND RUNNING TRIM — -- - _ -- - - -O ° °- I 1. STANDING AND RUNNING TRIM TO BE PAINTED SHALL BE PAINT -GRADE PINE, SOLID STOCK OR FINGER JOINTED. TV C 1 0 11 PASS-THRU 1 11 1 COUNTER 242' -- 2. STANDING AND RUNNING TRIM SHALL BE INSTALLED WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE, 3, NAILS, SCREWS AND OTHER ANCHORING DEVICES OF THE TYPE, SIZE, MATERIAL AND __- --- - _— 11 FINISH REQUIRED SHALL, BE PROVIDED FOR SECURE ATTACHMENT, CONCEALED WHERE — 7'-2 1/ 3'-0" 1 -111 114, 3'-0" 3'-0' — 5'-0' 3'-2" POSSIBLE, I.- -- ... _�l - 0 0 0 0 � B SALES n U' 100 VENDING NEW 1 HR, TENANT n I — SALES 100 - SEPARATION I VENDING — --- -- I O° O° I I I I v vc� I 1 E t E REFELCTED CEILING LEGEND SYM, DESCRIPTION c 6'-3 3/4' _ - - - --------- __--.__-- _------ --- _ _-J ULi 2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE E 2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE f� FLUORESCENT LIGHT FIXTURE - 2' STRIP L.7 FLUORESCENT LIGHT FIXTURE - 3' STRIP CH LIGHT FIXTURE - WALL MOUNTED EMERGENCY BATTERY UNIT WITH TWO ADJ HEADS ® EXIT LIGHT - BATTERY BACK-UP 1 ARCHITECTURAL FLOOR PLAN G--� 2 REFLECTED CEILING PLAN 231 SUPPPLY DIFFUSER A-1 SCALEi 1/4' = 1'-0' a �1-1 SCALES 1/4' = V-0' D ® SUPPPLY DIFFUSER zRETURN GRILLE ® EXHAUST FAN SPRINKLER HEAD E EXISTING SYMBOL LEGEND WALL LEGEND ROOM NAME WALL TYPE DETAIL NUMBER WINDOW LETTER DOOR NUMBER - LETTER - SEE CIRCLE AROUND FF C SEE DETAILS AND SEE DOOR AND SHEET A-3 AREA TO BE A14 123 FRAME ELEVATIONS FRAME SCHEDULE DETAILED �•�r. DETAI#rT ON SHEET A-2 ON SHEET A-2 ------- -- —_—__ EXISTING C,M,U, BLOCK WALL ----- ,.... �.■, .... EXISTING ONE HOUR FIRE WALI_ (C,M.U, BLOCK) ROOM NUMBER SHEET N WHICH 1XX = SUITE 100 WHICH B 101 DETAIL IS SHOWN 2XX = SUITE 101 DETAIL IS SHOWN `*.god NEW NON -RATED PARTITION ROOM INFORMATION SYMBOL INTERIOR ELEVATI❑N SYMBOL WINDOW SYMBOL DOOR SYMBOL WALL TYPE SYMBOL DETAIL SYMBOL NEW ONE HOUR FIRE WALL (METAL STUD) U� U N N G 00 O x V LL N O O cC0 � � O N / ^ N N C 0� r a ` T o M M 0 N U a �M� V) 0€ C z m Q Q U C LO j O LL 06 a r l6 0 a 0 N Q u� O _- U_ U5 H co M Z 4 U� � Q O+ LL w J a' 0 J C UJ 00 2 J } Q 0 O it U oLu M0 N Revisions: Z a. z D F- L) 0, W F- Ia L) —aU Q �' W J LL W Project Number 10032 Date 04-06-10 Sheet Number A- 1 E _ ..1. ^.I 11 1 11E... _ I _ _ _ - GENERAL NOTES & SPECIFICATIONS CONTINUED 5/8' GYPSUM WALL BOARD ON 3-5/8' 20 GA METAL STUDS 3 5/8' 20 GA RUNNER CHANNEL (TURN UP @ STUDS) SEALANT, TYPICAL HOLLOW METAL FRAME 1 15/16" 2" _I- 1 15/16" 5 7/8"" 1 DOOR HEAD A— SCALE, 3'wY-0' 5/8' GYPSUM WALL BOARD 3 5/8' 20 GA METAL STUDS SEALANT, TYPICAL HOLLOW METAL FRAME (WITH STANDARD ANCHOR) K'2_" DOOR JAMB A-2 SCALEl 3'01'-0' 5/8' GYPSUM WALL BOARD ON 3-5/8' 20 GA METAL STUDS 3/4' X 2-1/2' PTO, WOOD CASING TRIM 3 5/8' 20 GA RUNNER CHANNEL (TURN UP @ STUDS) WOOD FRAME ALUMINUM BI-FOLD DOOR TRACK 1/2' X 1-1/2' WD, DOOR STOPS 3/4' / " 4 3/8" 1/ " 5 5/8' K�3�DOOR HEAD A-2 SCALEl 3'xl'-Q' 5/8' GYPSUM WALL BOARD 3 5/8' 20 GA METAL STUDS 3/4' WD, FINISHED JAMB r4_'* DOOR JAMB A-2 SCAL�l3'-l'-C- DOOR AND FRAME SCHEDULE NO SIZE DOOR GLASS RATING HARDWARE NOTES FRAME REMARKS TYPE MAT, FIN, TYPE MAT. FIN, 100 PAIR 3'-0' X 7'-0' (EXIST,) - - - - - 2,4 - - - EXISTING STOREFRONT ENTRANCE & FRAME 101A 3'-0' X 7'-0' FL SC SV - - 112 A HM SV 101B 3'-0' X 7'-0' (EXIST.) - - - - - 2,3 - - - EXISTING 102 3'-0' X 7'-0' FL SC SV - - 112 A HM SV - 103A 3'-0' X 7'-0' S - FF - - 112 C - - SECURITY GATE AS SELECTED 103B 3'-0' X 7'-0' FL Sc SV - - 112 A HM SV - 104 30-0' X 7'-0' BF SC SV - - - B HM SV - DOOR & FRAME SPECS MATERIALS AL = ALUMINUM AG = ALUMINUM & GLASS HM = HOLLOW METAL SC = SOLID CORE WOOD WD = WOOD PH PREHUNG WOOD STL = STEEL FINISHES FF = FACTORY FINISH P = PAINT ESP = ELECTROSTATIC PAINT SV = STAIN/VARNISH GLASS G1 = 1/4' FLOAT G2 = 1✓4' TEMPERED CLEAR G3 FIRELITE GLAZING DOOR TYPES SCALE, 1/4'=1'-O' FLUSH BIFOLD SECURITY BF _ 2 1j7�; V.C.T, OR RESILIENT SHEET FLOORING NC1TE, TRANSITIONS MUST MEET REG. FOR MAXIMUM HEIGHT & SLOPE PER A,D.A.. REQUIREMENTS VINYL. TILE/SHEETING REDUCER CARPETING V,C.T. OR RESILIENT SHEET FLOORING VINYL EDGE TRIM MARBLE THRESHOLD CERAMIC TILE V.C.T., RESILIENT SHEET FLOORING OR CARPETING INTERIOR DOOR THRESHOLDS SCALES 6'-1'-0' HARDWARE NOTES 1. HARDWARE SHALL BE LEVER HANDLED TO MEET REQUIREMENTS OF A.D.A. AND THE FLORIDA ACCESSIBILITY CODE, CONTRACTOR SHALL PROVIDE SCHLAGE 'D' SERIES LEVER HANDLE CYLINDRICAL LOCKSETS (OR EQUAL), 2. BOTH SIDES OF DOOR SHALL HAVE THE SAME ELEVATION WITH NO MORE THAN 1/2' DIFFERENCE ON EACH SIDE. 3. EXISTING VON; DUPRIN 99 SERIES EXIT DEVICE 4. EXISTING PUSH-PULL HARDWARE, PROVIDE IVES 8200 4' X 16' PUSH PLATE & IVES 8103 10' X 1' DIA. PULL HANDLE (❑R EQUAL), FRAME TYPES SCALEII/4'=1'-0' ALUM. TRACK 1 3 A-2 A-2 4 2 VARIES A-2 A-2 5 A-2 A C D ISI❑N'SEVEN - THERM& AND M❑ISTURE P ❑TECTION RIGID BOARD INSULATION 1. INSULATION SHALL BE RIGID RECTANGULAR BOARDS OF UNFACED EXTRUDED POLYSTYRENE, UNFACED EXPANDED POLYSTYRENE OR FIBER -FACED IS❑CYANURATE WITH' AN AGED THERMAL RESISTANCE AS INDICATED ON THE PLANS, 2. ALL JOINTS BETWEEN INSULATION BOARDS SHALL BE TAPED, 3. INSULATION PANELS WITH BROKEN OR CRUSHED CORNERS OR EDGES SHALL BE TRIMMED FREE OF SUCH DEFECTS OR SHALL BE DISCARDED. REPLACEMENT BOARDS LESS THAN 12 INCHES WIDE SHALL NOT BE USED. 4. DAMAGED INSULATION IN THE COMPLETED WORK SHALL BE REMOVED AND REPLACED, INSULATION THAT HAS BEEN WET OR IS WET SHALL BE CONSIDERED DAMAGED. BATT & BLANKET INSULATION 1. BATT AND BLANKET INSULATION SHALL BE PRECUT KRAFT-FACED PIECES (BATTS) OR ROLLS (BLANKETS) OF RESILIENT GLASS FIBERS BONDED WITH AN ACRYLIC THERMOSETTING RESIN. 2. FRICTION FIT (OR FLANGE STAPLE) INSULATION BETWEEN FRAMING MEMBERS AFTER COVER MATERIAL HAS BEEN INSTALLED ON ONE SIDE OF THE CAVITY. 3. IN APPLICATIONS WITHOUT A COVER MATERIAL AND WHERE FRAMING DEPTH IS LARGER THAN INSULATI❑N THICKNESS SECURE WITH 16 OR 18 GAGE VIRE RUNNING DIAGONALLY OR PERPENDICULAR TO INSULATION, SPACED AT 18 TO 24 INCHES. 4, NON -STANDARD -WIDTH CAVITIES SHALL BE FILLED BY BATT INSULATION CUT APPROXIMATELY ONE INCH (1') WIDER THAN THE SPACE TO BE FILLED. 5. THERE SH❑ULD BE NO GAPS, NOR SHOULD THE INSULATION B-_ DOUBLED -OVER OR COMPRESSED. 6. CUT TO BUTT -FIT AROUND WIRING AND PLUMBING, OR BE SPLIT (DELAMINATED) SO THAT ONE LAYER CAN FIT BEHIND THE WIRING OR PLUMBING AND ONE LAYER FIT IN FRONT, 7. DAMAGED INSULATION IN THE COMPLETED WORK SHALL BE REMOVED AND REPLACED, INSULATION THAT HAS BEEN WET OR IS WET SHALL BE CON.'IDERED DAMAGED, DHVIDOONANDWWWWIN�� WOOD DOORS 1. WOOD DOOR SHALL BE 'CUSTOM' GRADE FLUSH, HOLLOW OR STOLID CORE WOOD DOORS AS SHOWN ON THE PLANS, FACE SHALL BE STAIN GRADE HARDWOOD VENEER EXCEPT AS OTHERWISE SHOWN ON THE PLANS, 2. WHERE FIRE RATED DOORS ARE REQUIRED, SOLID CORE DOORS SHALL BE LISTED AND LABELED FOR THE FIRE RATING SHOWN ON THE PLANS. 3. PROVIDE BUILDER'S HARDWARE FOR THE DOORS AND OPERATIONS INDICATED ON THE DRAWINGS AND REQUIRED BY CODE, 4. FURNISH OWNER 2 KEYS FOR EACH LOCK. BIFOLDING DOORS 1. DOOR ASSEMBLY SHALL BE FACTORY FABRICATED ASSEMBLY OF EQUAL WIDTH, CLOSE STACKING PANELS AND CONNECTING AND SUPPORTING HARDWARE. 2, PANELS SHALL BE FABRICATED ❑F CLOSE GRAIN HARDWOOD VENEER FACE SHEETS LAMINATED TO A SOLID WOOD CORE WITH WATERPROOF GLUE, 3. HARDWARE SHALL CONSIST OF HINGES, BRACKETS, TOP PIVOT PIN AND PIVOT BLOCK, BOTTOM PIVOT, GUIDE ROLLERS, EXTRUDED ALUMINUM HEAD TRACK, DOOR ALIGNERS, LATCHES, DOOR PULLS, AND FLOOR PLATES, DIVISION NINE - FINISHES ACOUSTICAL TILT~ CEILING SYSTEMS 1. INSTALL SUSPENSION SYSTEM AND PANELS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND IN COMPLIANCE WITH ASTM C 636 AND WITH THE AUTHORITIES HAVING JURISDICTION (BASIS OF DESIGN, ARMSTRONG 704A), 2. SUSPEND MAIN BEAM FROM OVERHEAD CONSTRUCTION WITH HANGER WIRES SPACED 4'-0' ON CENTER ALONG THE LENGTH OF THE MAIN RUNNER, INSTALL HANGER WIRES PLUMB AND STRAIGHT. 3, INSTALL WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES, MITER CORNERS WHERE WALL MOLDINGS INTERSECT OR INSTALL CORNER CAPS, 4. FOR REVEAL EDGE PANELS, CUT AND REVEAL OR RABBET EDGES OF CEILING PANELS AT BORDER AREAS AND VERTICAL SURFACES. 5. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENDED SYSTEM, WITH EDGES RESTING ON FLANGES OF MAIN RUNNER AND CROSS TEES, CUT AND FIT PANELS NEATLY AGAINST ABUTTING SURFACES, SUPPORT EDGES BY MALL MOLDINGS, 6. ACOUSTICAL TILE SUPPORT - WHENEVER ITEMS SUCH AS SMOKE DETECTORS, SIGNAGE, SPEAKERS, ETC, ARE ATTACHED TO CEILING TILES, PROVIDE CROSS BRACE SUPPORT SECURED TO EACH SIDE OF ITEM. BRACE SHALL BE LOCATED TO PROVIDE FULL SUPPORT OF ITEM INDEPENDENTLY OF TILE WITHOUT ANY SAG, BOW OR TWIST OF CEILING OR GRID. GYPSUM BOARD MATERIALS 1. PROVIDE 5/8' REGULAR GYPSUM BOARD, 5/8' TYPE 'X' FIRE -RATED GYPSUM BOARD AND 5/8' WATER-RESISTANT GYPSUM BACKING BOARD AS INDICATED IN THE DRAWINGS AND COMPLYING WITH ASTM C 1396. BOARD SIZE AS SUITABLE FOR USE TO MINIMIZE JOINTS. 2, ALL GYPSUM DRYWALL TO BE TAPED, SPACKLED AND SANDED SMOOTH PRIOR TO PAINTING. COMPLY WITH ASTM C 754 FOR INSTALLATION AND FINISHING PROCEDURES. ACOUSTICAL TREATMENT 1, SOUND ATTENUATION BLANKETS, ASTM C 665, TYPE I BLANKETS WITHOUT MEMBRANE FACING. FIRE -RATED AS REQUIRED BY ASSEMBLY, 2. ACOUSTICAL SEALANT, NON -HARDENING, NON-DRYING, NON -SKINNING, NON -STAINING, NON -BLEEDING, GUNNABLE TYPE AS RECOMMENDED BY MANUFACTURER FOR USE IN CONJUNCTION WITH GYPSUM BOARD, PAINTING 1, PAINT ALL EXPOSED SURFACES UNLESS OTHERWISE INDICATED. 2, INTERIOR PAINT SCHEDULE CONCRETE AND MASONRY, 1 COAT BLOCK FILLER 2 COATS WALL SATIN PLASTER AND DRYWALL, i COAT LATEX PRIMER SEAL 2 COATS LATEX ENAMEL M❑ISTURE RESISTANT GYPSUM BOARD, 2 COATS SELF -PRIMING SCRUBBABLE LATEX VINYL COMPOSITION TILE 1. VINYL COMPOSITI❑N TILE SHALL BE SEMI -FLEXIBLE, 3/32 INCH MINIMUM THICKNESS, 12' X 18' TILE CONFORMING TO FEDERAL SPECIFICATION, S;:-T-312, TYPE IV, COLOR AND PATTERN SHALL BE SELECTED BY OWNER, 2, TILE SHALL BE LAID TO A TRUE, STRAIGHT, SMOOTH AND EVEN FINISHED SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 3, TILE FOR PATCHING EXISTING FLOORS SHALL CLOSELY MATC,l THE SIZE, COLOR AND PATTERN OF THE EXISTING ADJACENT FLOOR TILE. RESILIENT BASE 1. RESILIENT BASE SHALL BE MANUFACTURER'S BEST GRADE, RUBBER OR VINYL BASE, WITH PREMOLDED INTERNAL AND EXTERNAL CORNER PIECES, THE HEIGHT AND COLOR SHALL BE AS SHOWN ON THE PLANS. 2, ADHESIVE SHALL BE AS RECOMMENDED BY BASE MANUFACTURER. 3. BASES SHALL BE FIRMLY AND TOTALLY ATTACHED TO WALLS WITH ADHESIVE AND SHALL BE ACCURATELY SCRIBED TO TRIM, MOLDING AND CAB:;NETS, ALL JOINTS SHALL BE TIGHT FITTING, FILLER PIECES SHALL BE NOT L.SS THAN 18 INCHES. � J ti N � J N ao � 04 � c u ♦♦^^~ N v 0 � s o_ L_ 06 R UCL 0 0 �7 0 I N G u� C) 0 �- H M LL Cn Q Q O < w U_ X Q. W Z C) �- 6 a X N U c`� o0 CO Revisions: W 0W o© Z 06 V� N 06 W 4 M 0 0W o r 0 3: 0 f Project Number 10032 Date 04-06-10 Sheet Number A-2 I I 1 I 1 I 1, !1 I ---1 I 1 1" V I 'I I 1 11 - 11 1 1 1 MINIMUM INTERIOR FINISH CLASSIFICATION INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES PER FBC TABLE 803.5 WITH ASTM E 84. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN CLASSES IN INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY, ACCORDANCE WITH OCCUPANCY CLASSIFICATION EXIT ENCLOSURES CORRIDORS ROOMS CLASS A CLASS B CLASS C FLAME SMOKE FLAME SMOKE FLAME SMOKE MERCANTILE (GROUP M) (SPRINKLERED) B C C 0-25 0-450 25-75 0-450 76-200 0-450 ROOM FINISH SCHEDULE RM # ROOM TYPES FLOOR BASE WALLS CEILINGS REMARKS MATL, COMMENT MATL, HGT, 100 SALES VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A.F.F. 101 PHARMACY VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A.F.F. 102 TOILET ROOM VCT VINYL PAINT SCRUBBABLE LATEX 2X4 ACT 9'-0' A.F.F. 6' MIN, VINYL BASE 103 SECURE DRUG ROOM VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A.F.F. 104 DATA VCT VINYL PAINT LATEX ENAMEL 2X4 ACT 9'-0' A.F.F. UNDERSIDE OF ROOF DECK 1/4' CONT, SEALANT R-7.8 RIGID INSUL. EXIST, STANDARD 8' C.M.U. CONSTRUCTION 5/8' GYPSUM WALL BOARD (M.R. BOARD ON TOILET ROOM SIDE) ON 3./4' METAL FURRING INTERIOR FINISHES - SEE SCHEDULE SUSPENDED AC❑UTICAL CEILING EXIST, CEMENT PLASTER 1/4' CUNT, SEALANT 1 EXTERIOR WALL TYPE "A" —3 1 SCALEt 3'-1'—O' UNDERSIDE OF ROOF OR FLOOR DECK 1/4' CONT, SEALANT METAL RUNNER SUSPENDED ACOUTICAL CEILING FINISHES - SEE SCHEDULE 5/8' TYPE 'X' GYPSUM WALL BOARD ON BOTH SIDES (M,R. BOARD ON TOILET ROOM SIDE)(COPE TOP TO DECK PROFILE) 3-5/8' METAL STUDS @ 24' O.C. MAX. 3-1/2' SOUND ATTENUATION INSULATION METAL RUNNER 1/4' CONT. SEALANT ONE HOUR PARTITION TYPE "B" SCALES 3'-1'-0' UNDERSIDE OF ROOF DECK METAL RUNNER 3-5/8' METAL STUDS @ 24' O,C. MAX, FINISHES - SEE SCHEDULE SUSPENDED ACOUSTICAL CEILING 5/8' GYPSUM WALL BOARD ON BOTH SIDES METAL RUNNER 1/4' CONT,SEALANT INTERIOR PARTITION TYPE T' SCALD 3'-1'—O' UNDERSIDE OF FLOOR DECK METAL RUNNER 6' METAL STUDS @ 24' O.C, MAX. FINISHES - SEE SCHEDULE SUSPENDED ACOUSTICAL CEILING 5/8' GYPSUM WALL BOARD ON BOTH SIDES (M,R, BOARD ON TOILET ROOM SIDE> (COPE TOP TO DECK PROFILE) 5-1/2' SOUND ATTENUATION INSULATION METAL RUNNER 1/4' CONT, SEALANT 4 INTERIOR PARTITION TYPE "D" A-3 I SCALEs 7-1'-0' 'UDS @ _L SIDES INT UNDERSIDE OF ROOF OR FLOOR DECK 1/4' CONT, SEALANT METAL RUNNER SUSPENDED ACOUTICAL CEILING FINISHES - SEE SCHEDULE 5/8' GYPSUM WALL BOARD ON BOTH SIDES (M.R. BOARD ON TOILET ROOM SIDE) (COPE TOP TO DECK PROFILE) 3-5/8' METAL STUDS @ 24' O,C. MAX, 3-1/2' SOUND ATTENUATION INSULATION METAL RUNNER 1/4' CONT. SEALANT 6 INTERIOR PARTITION TYPE "F" —3 J SCALD 3'-1',-O' MAXIMUM ALLOWABLE HEIGHT OF INTERIOR NON —BEARING METAL STUD WALLS BASED ON DIETRICH STEEL STUDS CRITERIA, LATERAL LOAD = 5 PSF MAXIMUM ALLOWABLE DEFLECTION = L/240 1 LAYER (MIN,) GYPSUM BD. EACH FACE FULL HEIGHT STUD MAXIMUM HEIGHT PER STUD SPACING SIZE STYLE GAUGE 12' 16' 24' 2 1/2 STN 25 11'-11, 11'-3' 10'-7' 2 1/2 STE 20 DW 13'-2' 12'-1' 10'-9' 2 1/2 STX 20 STR 13'-11' 121-10, 11'-7' 3 5/8 STN 25 15'-4' 14'-4' 13'-5' 3 5/8 STE 20 DW 17'-1' 15'-8' 14'-0' 3 5/8 STX 20 STR 17'-10' 16'-5' 14'-9' 4 STN 25 16'-5' 15'-4' 14'-2' 4 STE 20 DW 19'-0' 17'-6' 15'-7' 4 STX 20 STR 19'-11' 18'-4' 16'-5' 6 STN 25 22'-1' 19'-9' 16'-9' 6 STE 20 DW 25'-G' 23'-2' 20'-3' 6 STX 20 STR 26'-9' 24'-6' 21'-7' 20 DW GAUGE = 30 MILS, 20 STR GAUGE = 33 MILS GENERAL NOTES, 11 DIMENSIONS ARE FROM FACE OF WALL UNLESS OTHERWISE NOTED. 2. FOR PLUMBING FIXTURE SPECIFICATIONS AND NOTES, SEE PLUMBING DRAWINGS, 3, LAVATORIES AND SINKS SHALL BE INSTALLED A MINIMUM OF 4' FROM FINISHED SIDE WALLS. FAUCETS SHALL BE INSTALLED WITH A MINIMUM OF 5' FROM THE OUTLET TO THE FLOOD RIM OF SINKS. 4. WATER CLOSETS SHALL BE INSTALLED IS' FROM FINISHED SIDE WALLS TO CENTERLINE OF FIXTURE. 5. BASIS OF DESIGN FOR ACCESSORIES IS BOBRICK WASHROOM EQUIPMENT, INC. 6. MIRRORS TO BE 1/4' QUALITY q2 CLEAR FLOAT GLASS WITH FULL SILVER, COPPER AND ORGANIC COATINGS. PROVIDE UNIFORMLY GROUND AND POLISHED EDGES, 7. BASIS OF DESIGN FOR SIGNAGE IS HEINRICH WILKE GMBH (HEWI), ACCESSORY NOTES, 1. GRAB BARS SHALL BE PROVIDED PER FEDERAL ADA REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. GRAB BARS SHALL BE LOCATED 33' ABOVE FINISHED FLOOR, SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/2', AND SHALL PROVIDE 1 1/2' OF CLEARANCE BETWEEN THE RAIL AND THE WALL, GRAB BARS SHALL BE SO DESIGNED AN SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLIED AT ANY POINT, DOWNWARD OR HORIZONTALLY. GRAB BARS BEHIND TOILETS SHALL BE 56' LONG. GRAB BARS AT SIDE WALLS SHALL BE 42' LONG, 12' FROM THE BACK WALL, 2. MEN'S ROOM DOOR SHALL HAVE MALE SYMBOL AND HANDICAPPED SYMBOL. WOMEN'S ROOM DOOR SHALL HAVE FEMALE SYMBOL AND HANDICAPPED SYMBOL, UNISEX ROOM DOOR SHALL HAVE UNISEX SYMBOL AND HANDICAPPED SYMBOL, ACCESSORY SCHEDULE ITEM MODEL # MOUNTING (D TISSUE DISPENSER i B-2740 SURFACE @ 21' A.F.F. @ CNTR, SANITARY NAPKIN O DISPOSAL, SURFACE B-254 TOP @ 27' A,F.F. MOUNTED (WOMEN ONLY) 3A PAPER TOWEL DISPENSER & WASTE RECEPTACLE, B-3944 RECESSED @ 40' A.F.F. @ OPN'G, RECESSED MOUNTED TOWEL DISPENSER @PAPER & WASTE RECEPTACLE, B-3699 SURFACE @ 40' A.F.F. @ OPN'G, SURFACE MOUNTED �4 SOAP DISPENSER, SURFACE MOUNTEDB-132 SURFACE @ 40' A.F.F. @ VALVE O5 MIRROR & SHELF COMBO B-292 1830 BOTTOM OF REFLECTING SURFACE @ 40' A.F.F. O DOUBLE HOOK B-672 SURFACE @ 40' A.F.F. @ CNTR. 7® GRAB BARS - 36' LONG B-5806 SURFACE - SEE ACCESSORY NOTE #1. 7B GRAB BARS - 42' LONG B-5806 SERIE SURFACE - SEE ACCESSORY NOTE #I, �8 DOOR SIGNS INSTALLED ON WALL ADJACENT TO LATCH SIDE OF 000R. SURFACE, CENTER @ 60' A.= .F. - SEE ACCESSORY NOTE #2 UNISEX 710.150ASK #8 BLACK MALE SYMBOL 710.150ASK #8 BLACK FEMALE SYMBOL 710.150,2SK #8 BLACK HANDICAPPED SYMBOL 710.150.3SK #8 BLACK 6,-7' -6' 3'-0' I 40 1 � ■ mm"M ■ � I a � ■ MONO* ■ "M it Oar VERIFY EXACT CLEARANCES REQUIRED IN WALLS FOR ACCESSORIES I � I 1 i 6'-0" CLEAR TOILET 1 I 02 I I ICI i A83 i 4 1 i - -- -- — -- -- i- :_--, : — — I 51 3B f-- — I I I K-7""'N TOILET ROOM PLAIN A — 3 SCALED i/8•-i'-0' ALL PIPES UNDER LAVATORY SHALL BE NSULATED, NO SHARP EDGES OR ABRASIVE SURFACES UNDER LAVATORY g TOILET ROOM ELEVATION 01 I co LO Q CV o }- w co CM z � 0 O E� Q CL J_ Q W Mr w CL _q - Q 0(L U cl) N Revisions: � LLJ Q W W C) C/) 06 V / W FL O Q O w Project Number 10032 Date E: 04-06-10 Sheet Number A-3 1 it EXIST. 4' SAN. SEWER LINE TOE ❑ h MAIN SAN, SEW PLUMBING FIXTURE & CONNECTION SCHEDULE MARK DESCRIPTION W CW HW MTG. HEIGHT MANUF. FIXTURE # TRIM # WASTE NOTES LAVATORY FLOOR TO 'GREENWICH' WRIST BLADES , WALL HANGER P WALL HUNG 1-1/2, 1/2, 1/2, RIM 34' KOHLER K-2032 HANDLES FAUCET •P' TRAP OFFSET DRAIN HANDICAPPED 3/8' SUP, STOP INSULATE FOR W.C. P 2 WATER CLOSET FLUSH TANK 4' 3/8, - FLOOR TO KOHLER 'WELLWORTH' 'LUSTRA' K-4650 4' WHITE SEAT & COVER SUPPLY AND WASTE HANDICAPPED RIM 16-1/2' K-3481 SEAT W/ COVER STOP BOLT COVERS P 3 HAND SINK 2' 1/2, 1/2, COUNTER DAYTON 15X15 - 2' 15X15 STAINLESS W/ HEIGHT 'P' TRAP GOOSENECK FAUCET � ELECTRIC WATER 1-1/2' 1/2' - FLOOR TO BUBLER SUNROC NWCA-8-BL - 1-1/2' SUPPLIES W/ STOPS COOLER 35-3/4' 'P' TRAP HANDICAP-CO❑LER EXIST, 4' EXIST, 4' C,O. --- -`— — _ — — — — — — — — — — — —\ -- -- FROM BUILDING B i I I I I I I\ I \\ I \\ I \ I \ I 1 EXIST. 4' C.O. 4� EXIST, 4' C.O. l EXIST. 1500 GAL, GREASE TRAPS I I I I I UNDER PAVEMENT I I I I I I ( 1 I I ( 1 I I I EXIST, 4' C.O. �� EXIST, 4' C.O. I I I I I J I � I J --_--- ------------ --__ --- -----------------J I - ------------- - - - -- -- - - - - -� \ EXIST, 3/4' ' WATER LINE I in F-I 3/4' METER I W/ BFPD Li_J i EXIST, 3/4' WATER LINE I -------------------------.._...,.-----.__—,.__._-----__._._.---_....--._._---J EXIST, 1-1/2' WATER LINE TO CITY WATER K'_l' PLUMBING PLAN G P' - �. SCALES 1/4' = V-0' rP NO NEW 3' VTR , 1 3' 1/2, -, l- e. CCk, I \_ Eta Ii C W , \ ,c' INSTA-HOT \ N, 1I i CW 4 P-4 3i CONNECT TO EXIST. 3/4' WATER STUB WHICH LEADS TO EXIST, 3/4' METER _ WATER RISER DIAGRAM W/BFPD K2 P - 1 J SCALES N"T,S" EXIST, 4' SAN, SEWER LINE TO MAIN SAN. SEWER \\\xlsT Fe 4' \ F 4• \ \ 4' EXIST, 4' C.O. a' SP FROM 4' \/ /�15�' BUILDING 'B' 3 -- CONNECT TO EXIST, 4' STUB SANITARY RISER DIAGRAM P -1 / SCALD N.T.S. �- rn N N N OD off AT' x CD mmL c w N it O� a o m M LPL 26 0 L d a so= Q) O Z c O C y J OuJ r- LLL V O C (0 O "7 O O N 0 uD O N H d CL 0� Q O U Q 3: > u- w O p- —I (n D o uJ °m W (a o Q� CL 0 N U (O Revisions: Project Number 10032 Date 04-06-10 Sheet Number P-1 I I I I I I W � A II 1 I I I I I I I I I i I I i I I i I I I I I I I I I I I 7 / �-2 SECUR DATA 104 i l S -1 ROOM 150 103 S-2`' 1TOI TOILE 80 R-1 S �— ZR6X6'L 140 8x8 e it <<1-----_: S-1 I � I� j 50 6X6 I cU S-1 - -- � 100 110 x S t1.1 60 3 2 M-2 R-1 680 (TYP.) 22x22 (TYP, OF 2) S-1 80 180 80 5 _"� / —2 (TYP.) (TYP.) (TYP.) 80 S-1 180 80 --�; x 00 0 4 x �-2 (TYP.) PHARMACY li I g� S-1 x 180 01 80 it -f I fr- I I �I -- ii i� iI S-1 S-1 S-1 l 220 220 220 it 80 80 8o I SALE 100 I MECHANICAL FLOOR PLAN SCALE: 1/4' = 1`0' TD GENERAL NOTES & SPECIFICATIONS O FIELD VERIFY CURB DIMENSIONS AND LOCATION. O2 ROUTE CONDENSATE DRAIN TO NEAREST OUTLET. MECHANICAL PERMIT DOCUMENTS ©2010 AIRCO MECHANICAL, INCORPORATED Cerliricole o1 Aulhorizabon No.7 27407 THESE MECHANICAL DOCUMENTS, DESIGNS, NOTES, DETAL% SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF AIRCO MECHANICAL, INC. AND SHALL NOT BE REPRODUCED, RE —USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF JASON M. HEFFELMIRE PE, CMC. ALL RIGHTS ARE RESERVED BY THE ENGNEER OF RECORD IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION AND USE WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. DESIGN. lk�_AWRCO BUILD. M ECHANI C AL. SOLUTION.- 14100 HONEYWELL ROAD P: 727-547-9700 LARGO, FLORIDA 33771 F: 727-547-9754 WWW.AIRCO-MECHANICAL.COM C � Nm� xL) �00 �r o W a Jc C JLL C 0 s w M FL rnw N c v 0� Q L a 0 JM M J LL m Ua o 09 _ M' j ¢C aN a / O Q J O C o _J J g 0 0 b N LO O U N W 5M Quo OLL p o Q�o >L-LJ w J cli � J LJ.I LLJ Q J m Q J O 0W N 00 co Revisions: Project Number 234 Date 03-25-10 Sheet Number M-1 I II 11 l fill¢! IM!1I 1 !11 1 1 1 1- "11!' 1!"' 111 I11 I I N 1 I.1 I.. I MIN 6" EXTENSION ATTACHED TO DIFFUSER OR SQUARE TO ROUND SQUARE TO - ROUND ADAPTER (WHEN APPLICABLE) PROVIDE PLASTER FRAME FOR MOUNTING IN HARD CEILINGS (WHEN APPLICABLE) 7,v, ZGYP. BOARD CEILING ROOF TOP PACKAGE UNIT SCHEDULE UNIT NO. (MARK) TOTAL SUPPLY (CFM) OUTSIDE AIR (CFM) EXT./TOT. S•P• (IN. W.G.) TOTAL CAPACITY (MBH) HEATING CAPACITY (MBH) ELEC. HEAT (KW) E.A.T.(°F) L.A.T.(`F) INDOOR FAN MCA/MFS ELECTRICAL DATA (V/PH/HZ) EER DESIGN MANUF. MODEL NOTES D.B./W.B. D.B./W,B, DRIVE HP RPM RTU-1 1,760 260 0.4/ 1 .0 50.1 1 59.4 1 17.4 78.8/64.7 58.0/55.0 1 BELT 1.0 1,750 58.6/60 1208/3/60 1 11.01 TRANE ITSCO48E3 1 1,2 NOTES: 1. PROVIDE 7 DAY PROGRAMMABLE THERMOSTATS LOCATION SHOWN ON PLAN. 2. PROVIDE REMOTE TEMPATURE SENSOR LOCATION SHOWN ON PLAN. EXHAUST FAN SCHEDULE MARK MFR. MODEL AREA SERVED AIR FLOW (CFM) ST. PR. (IN H20) DRIVE FAN SPEED (RPM) MOTOR VOLTS/ PHASE/HZ NOTES HP RPM EF-1 GREENHECK SP-B110 TOILET 1 124 1 .05 1 DIRECTI 950 115/1401 50 1 115/1/601 1,2 NOTES: 1 . INTERLOCK FAN WITH RTU-1 . 2. PROVIDE WITH UNIT MOUNTED DISCONNECT AND GRAVITY BACKDRAFT DAMPER. i CONNECT INNER DUCT WITH PANDUIT DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF 1177 INSTALLED IN UNCONDITIONED SPACE LOUVERED FACE CEILING DIFFUSER SUSPENDED LAY -IN CEILING SYSTEM DIFFUSER CONNECTION DETAIL NOT TO SCALE 2 1 /2" EXTERIOR INSULATION �-- MAIN DUCT-SUPPLY/RETURN/EXHAUST �-- - _ VOLUME DAMPER, SEAL WITH TAPE AT I - - - TAG WITH INDICATOR SEAM TAPE FLEXIBLE DUCT: CONNECT INNER DUCT WITH NYLON DRAWBAND AND SEAL NECK CONNECTION WITH TAPE RIGID PIPE: CONNECT WITH SCREWS AND SEAL NECK CONNECTION WITH TAPE 1 LOCKING QUADRANT TO BE EXPOSED BELL MOUTH COLLAR BRANCH DUCT TAKE -OFF DETAIL CAULK WATER DUCT C LA EXTERIOR NOT TO SCALE AIR DISTRIBUTION DEVICE SCHEDULE MARK SERVICE DESCRIPTION MATERIAL MANUF. MODEL NOTES S-1 SUPPLY SQUARE CONE DIFFUSER ALUMINUM PRICE SCD 1,2,3 S-2 SUPPLY LOUVERED FACE GRILLE JALUMINUM PRICE 620 1,2,3 R-1 RETURN FILTER FRAME ALUMINUM PRICE 630FF 1,2,3 NOTES: 1. PROVIDE OPPOSED BLADE VOLUME DAMPER. 2. STANDARD BAKED -ON WHITE ENAMEL FINISH. 3. PROVIDE 24X24 CEILING MODULE AS REQUIRED L CAP WITH _T-IN DAMPER EXHAUST WALL CAP DETAIL NOT TO SCALE ri( rlly . S sTR'gA MAXIMUM SAG OF - 1 /2" PER FOOT OF SUPPORT SPACING NOTE: HANG ALL DUCT PER 2005 SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 5/16" SCRE (TYP.) NF�T/D N FLEXIBLE DUCT HANGING DETAIL NOT TO SCALE STRAP & BEND 24" DIA MAX. NOTE: HANG ALL DUCT PER 2005 SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE (�4 DUCT HANGING DETAIL M-2 NOT TO SCALE OAD RATED ASTENERS DESIGN CONDITIONS SUMMER WINTER DB(`F) WB(`F) DB('F) OUTDOOR 93.0 77.0 40.0 INDOOR 75.0 62.5 68.0 VENTILATION RATE TABLE BASIS: ASHRAE STANDARD 62.1 -2007. RTU -1 SALES: 383 SQ. FT. X 0.12 CFM/SQ. FT. = 45.9 CFM 3 PEOPLE X 7.5 CFM/PERSON = 22.5 CFM PHARMACY: 754 SO. FT. X 0.18 CFM/SQ. FT. = 135.7 CFM 5 PEOPLE X 5 CFM/PERSON = 25.0 CFM EQUIPMENT: 11 SQ. FT. X 0.06 CFM/SQ. FT. = 0.6 CFM TOTAL OUTSIDE AIR REQUIRED: 229.7 CFM VENTED CAP RTU-# CLEAN OUT A DRAIN LINE SHALL BE PVC PIPE ROUTE - AT LEAST THE SAME TO NEAREST B SIZE AS THE NIPPLE CONDENSATE RISER - ON THE UNIT DRAIN DESIGNER'S NOTE: AHU TYPE A B DRAW THRU 2" + X X + 1 " BLOW THRU 2" MIN. I 2X WHERE X = STATIC PRESSURE IN DRAIN PAN UNIT DRAIN TRAP DETAIL NOT TO SCALE I I A "I ;ER SUPPORTS 2 GUAGE G RAL KDRAFT DAMPER )ISCONNECT SWITCH �-LIL_ING TYPICAL CEILING EXHAUST FAN DETAIL NOT TO SCALE GENERAL NOTES: 1. INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE AND FLORIDA ENERGY CODES. 2. SYSTEM LAYOUT IS GENERAL IN NATURE AND MAY NOT REFLECT ACTUAL ROUTING OR OFFSETS REQUIRED TO FIT IN SPACES. MAKE MINOR ADJUSTMENTS WITH NO ADDITIONAL COSTS TO THE OWNER. 3. PROVIDE INDEPENDENT TEST AND BALANCE OF SYSTEMS UPON COMPLETION OF WORK. AIR DISTRIBUTION NOTES: 1 • DUCT SIZES ARE CLEAR INSIDE DIMENSIONS AND SHALL BE 1-1/2" DUCTBOARD; INSTALLED AND INSULATED PER "SMACNA" STANDARDS AND ALL LOCAL AND STATE CODES. 2. ROUND RUNOUTS TO GRILLES (AND BACKS OF GRILLES) TO BE WRAPPED WITH 2.2" THICK KNAUF DUCTWRAP WITH FSK JACKET (OR EQUAL). 3. FLEXIBLE DUCTWORK TO BE ATCO RUBBER PRODUCTS (OR EQUAL) INSULATED FLEX DUCT WITH R=6 VALUE. 4. PREPARE SHOP DRAWINGS VERIFING CLEARANCE SPACE AVAILABLE, OFFSETS REQUIRED, STRUCTURAL OPENINGS, AND WORK BY OTHER TRADES PRIOR TO FABRICATION OF DUCTWORK. COORDINATE WITH ROOF TRUSSES/STRUCTURE. PRESSURE TEST ALL DUCTWORK FOR LEAKS. RETURN DUCT SHALL BE TESTED UNDER NEGATIVE PRESSURE. EQUIPMENT NOTES: 1. PROVIDE FULL SIZE CONDENSATE DRAINS FROM ALL UNITS TO NEAREST OUTLET. SLOPE ALL CONDENSATE DRAIN PIPING 1 /8" INCH PER FOOT. 2. INSTALL ALL EQUIPMENT, PIPING AND DUCTWORK SUCH THAT MANUFACTURERS' RECOMMENDED CLEARANCES ARE MET FOR ALL ACCESS PANELS, COILS, MOTORS, FANS, BELTS, FILTERS, AND AIR INTAKES. 3. PROVIDE REMOTE SENSOR, INTERLOCK WITH THERMOSTAT AND PROGRAM TO ENERGIZE UNIT ON SENSOR DEMAND. HVAC LEGEND SUPPLY, RETURN DUCT SUPPLY GRILLE RETURN GRILLE OPPOSED BLADE VOLUME DAMPER Z�-- UNDERCUT DOOR 3/4" 3/4" FS FIRESTAT �T THERMOSTAT REMOTE TEMPATURE SENSOR X-1 DIFFUSER TAG CFM X = S-SUPPLY NK NK = NECK SIZE X = R-RETURN X_# EQUIPMENT TAG X = EF - EXHAUST FAN X = RTU - ROOFTOP UNIT ::DETAIL NUMBER SHEET NUMBER WHERE SHOWN MECHANICAL PERMIT DOClM1ENTS02010 AIRCO MECHANICAL. INCORPORATED DESIGN. Certificate of Authorization No.: 27407 ETAILS THESE MECHANICAL DOCUMENTS, DESIGNS, NOTES, BUILD. °NRCO SOLE PROPERTY OF SPECIFICATIONS ROD MECHANCAL. INC. AND M E C H A N I C A L_ SOLUTION. - SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR WRITTEN PROJECTS, IN OF AIM HEFFFEI-MRE"PE. THE C 14100 HONEYWELL ROAD P: 727-547-9700 ALL IN ACCORDANCE WITH U.S. COPYRIGHT°AND LARGO, FLORIDA 33771 F: 727-547-9754 PATENT LAWS. USE WILL BE PROSECUTEDIZED TO THE�FU°LLDUCTIOEXTENTa° WWW.AIRCO-MECHANICAL.COM THE LAW. U� � O c ° x J LL �__ .g a m N W N C C a s �a 0 JM J 0 U a ■ fn Ooco Z Q C Q CD CD a' `J d J pR C Oto G J o M1 J 1-U_ oa .2 'o a M 0 O 0 N LO O N er � M w QN� O p �O O Q > -UJ w J C Z) J LLJ _ m J Q ^^ 1� J O�w co N co co Revisions: f^,w w / W 4 UZ< �- Q W W =JD W0Z � = Q CU U) Project Number 234 Date 03-25-10 Sheet Number M-2 !! 1 111 1 I 1 1 11 Al__1!1 1 1 1 9 I _ ' ' II 1 .' -IL _-__l fl-I .1' ' tJl1J I . tLtl. I K1l.HL I ELECTRICAL POWER PLAN L: 2 E-1 SCALD 1/4' = 1'-0' _n E-1 ;7YTQT PANEL C SqD TYPEi_ LL___ NEMAt__L__ MTDi__� SPACES, 4__ VOLT, - AMPS11� �QQ�Mia,�N ��J� _ WIRES 4_ GRN, BARS_ Y FEEDER WIRES 4 3/0 CU THWN o� 1 #6 CU THWN CIR AMP P LOAD KW WIRE # CIR AMP P LOAD KW WIRE* # 1 20 1 LTG 42 3 #12, 1/2' C, 2 2C 1 EXIST/EMER. LTG .6 3 #12, 1/21 C, 3 20 1 J-130X FOR' SIGN 18 14 20 1 LIGHTING 1.4 5 20 1 RECEPT, 18 6 60 3 RTU 21 #6 THWN 7 20 1 SHOW WINDOW 1.8 8 9 20 1 VENDING 1.6 10 11 20 1 RECEPTACLES .4 12 20 1 RECPTACLES 4 #12 THWN 13 20 1 RECEPTACLES ,4 14 20 1 DRUG ROOM RECEPT. .8 15 20 1 REFRIGERATOR 1 16 20 1 REFRIGERATOR i 17 20 1 REFRIGERATOR 1 18 20 1 COUNTER RECEPT. 116 19 20 1 ROOF TOP RECEPT. .2 20 20 1 MICROWAVE 1.4 21 30 2 INSTA-HOT 5 #10 THWN 22 20 1 DATA ROOM 8 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 H4139 42 TOTAL CONNECTED LOAD, 41,180 / 360 = 115 AMPS HOUSE PANEL 4-#3 THHN, 1#8 THHN EQ. GRD. IN 1' NIPPLE 3 E-1 HOUSE UNIT A 00 100/3 600/3 UNIT B 0 200/3 INIT C 0 200/3 4 SETS 3' PVC W/ 4 350 MCM EACH SERVICE DISCONNECT SWITCH 1,200 AMP 120/240V 1PH, 3W EXIST. ELECTRICAL ELECTRICAL LI(5HTING PLAN SCALES 1/4' = Y-0' Q p LIGHTNING ARRESTOR #3/0 GRD. ELECTRODE CONDUCTOR WTR DRIVEN GRD GRD EXIST, ELECTRICAL RISER DIAGRAM SCALE, N.T.S. GENERAL NOTES & SPECIFICATIONS DIVISION_ SIXTEEN - ELECTRICAL GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR, TOOLS, EQUIPMENT AND WORK REQUIRED FOR INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM, INCLUDING LIGHTING AND POWER DISTRIBUTION, AND TELEPHONE CONDUITS AS INDICATED ON THE DRAWINGS, 2. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABORATORIES APPROVAL, 3. ANY MINOR WORK NECESSARY, ALTHOUGH NOT SHOWN, TO MAKE THIS A COMPLETE ELECTRICAL INSTALLATION SHALL BE CONSIDERED A PART ❑F THE CONTRACT. 4. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE N.E.C. AND LOCAL GOVERNING CODES. 5. THE CONTRACTOR SHALL VERIFY THE ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT PRIOR TO ROUGH -IN. IF THE ELECTRICAL CHARACTERISTICS OF THE EQUIPMENT VARIES FROM THAT SPECIFIED ON THE ELECTRICAL DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE SUPPLIER TO NOTIFY THE ARCHITECT OF ANY CHANGES TO THE ELECTRICAL SYSTEM. EQUIPMENT & BASIC MATERIALS 1, SWITCHES CONTROLLING PANELS, LOAD CENTERS, OR MOTORS SHALL BE HEAVY DUTY SQUARE D OR APPROVED EQUAL, MULTIPLE MAINS SHALL BE IDENTIFIED AS MAIN #1, MAIN #2, ETC. FUSES SHALL BE BUSSMAN CLASS RK-1 AND GLASS L OR APPROVED EQUALS, 2. MAIN SWITCHES AND MAIN PANEL BOARDS SHALL BE SUITABLE FOR SERVICE ENTRANCE EQUIPMENT WITH A SHORT CIRCUIT CURRENT DESIGN OF 65,000 A.I.C. CSYMJ, WHICH WILL BE VERIFIED WITH LOCAL UTILITY. 3. PANELBOARDS TO BE SQ.D. OR APPROVED EQUAL WITH LOCKING DOOR UNLESS OTHER SPECIFIED. INSTALL TYPEWRITTEN, TWO -COLUMN DIRECTORIES INSIDE EACH NEW AND RELOCATED PANELBOARD INDICATING WHAT EACH CIRCUIT SERVES. THE CONTRACTOR SHALL BALANCE THE LOADS IN THE WIRE GUTTER AND IN THE PANELBOARDS. 4, ALL WIRE TO BE COPPER AND NO WIRE SMALLER THAN #12 AWG GAUGE SHALL BE USED ON THIS INSTALLATION. LIGHTING FIXTURES 1. LIGHTING FIXTURES SHALL BE MOUNTED SECURELY IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MOUNTING METHODS SHALL BE SUITABLE FOR THE PARTICULAR TYPE OF CEILING OR SUPPORT AT EACH LOCATION. 2, THE CONTRACTOR SHALL PROVIDE ALL SUPPORTS, HANGERS, SPACERS, CHANNELS, FASTENERS AND OTHER HARDWARE NECESSARY TO SUPPORT THE FIXTURES. 3. FIXTURES SHALL BE SET AT THE MOUNTING HEIGHTS SHOWN ON THE PLANS, EXCEPT HEIGHTS SHOWN SHALL BE ADJUSTED TO MEET CONDITIONS. 4. ALL FLUORESCENT FIXTURES SHALL BE EQUIPPED WITH HIGH POWER FACTOR BALLASTS SUITABLE FOR THE LINE VOLTAGE AND FOR THE TYPE, SIZE AND NUMBER OF LAMPS REQUIRED BY FIXTURE. SYMBOL LEGEND $ SINGLE POLE SWITCH. 20A 46' CL A.F.F. $3 3-WAY SWITCH 20A 46' C. A.F.F. C I IN CEILING E I EXISTING DUPLEX RECEPTACLE - 20A 18' CL A.F.F. DUPLEX RECEPTACLE - 20A 46' CL A.F.F, OR AS NOTED Q TELEPHONE/DATA OUTLET 18' CL A.F.F. PROVIDE BOX, P. RING, AND 3/4'C, TO ABOVE CEILING TELEPHONE/DATA OUTLET 46' CL A.F.F. OR AS NOTED PROVIDE BOX, P. RING, AND 3/4'C, TO ABOVE CEILING TELEVISION/SATELLITE OUTLET 46' CL A.F.F. OR AS VOTED PROVIDE BOX, P. RING, AND 3/4'C. TO ABOVE CEILING EIJ DISCONNECT J� JUNCTION BOX WP 1 WEATHERPROOF GFI I GROUND FAULT CIRCUIT INTERUPTER fVV I FLEXIBLE CONNECTION �— —� 4' CEILING MTD. FLOORESCENT LIGHT FIXTURE 2'X4' LAY -IN FLOORESCENT LIGHT FIXTURE 4) ILLUMINATED EXIT SIGN, SINGLE FACE WITH DIRECTION ARROW 4) ILLUMINATED EXIT SIGN, SINGLE FACE EXIT LIGHT - BATTERY BACK-UP W/ TWO ADJUSTABLE HEADS 2 'HEAD BATTERY PACK EMERGENCY LIGHT FIXTURE EXHAUST FAN In 0 0 � E N co � N 0 its J _ ~ $ roco _ a o W$ N m n 0a 1 o J 06 rn 2 UY 0 o 1n co z o a Q� U J 0Lo C LL O ad U o' c ro 0 0 0 N 0 }- "- U W M w� C = O lL GO U 0 a. J J o Uj J a W a, i- z � a W N Revislons: w W z 3:4� 0CL Qz_ t._. 0 W J 06 W Project Number 10032 Date 04-06-10 Sheet �N Number E-1 Y I ---_ 1 I I I I 1 I I ! • 1.. 11 L! L I 191 11111 1"L' S'_I -. L!_- L::. I I I .. 11L'-- __ . —1 1- _— _ _ A- 2!—'1.1 - 1. 1 —1--_ IL' II 1 1 1 . _ _ _ I -11 ` IL-12—JL L EXIST, VACANT TENANT SPACE TO OTHER EXIST, 3, TENANT �—I— — — — _ SPACES 1 EIRE SPRINKLER PLAN _ 1 SCALES 1/4' = V-0' -n D ASSOCIATED AUTOMATIC SPRINKLERS, INC. 13065 BOCA CIEGA AVE MADEIRA BEACH, FL 33708 PH. (813) 876-3161 LIC.# 012723000191 GENERAL NOTES & SPECIFICATIONS SCOPE OF WORKi THIS IS A LAYOUT OF AN EXISTING FIRE SPRINKLER SYSTEM MODIFIED TO ACCOMMODATE THIS TENANT, GENERAL NOTES 1. LAYOUT BASED ON 2002 EDITION OF NFPA 13 2, ORDINARY HAZARD 130 SQ, FT MAX SPACING. 3. THIS IS AN EXISTING SYSTEM MODIFIED TO ACCOMMODATE? THIS TENANT, 4. THIS SYSTEM IS MONITORED. 5. HANGERS TO BE 3/8' TOP BEAM CLAMPS, 3/8' ALL THREAD ROD WITH HANGER RING. SEE DETAIL, 6, PIPE TO BE SCHEDULE 40, 7. ALL MATERIALS SHALL BE LISTED, 8. ALL PENETRATIONS SHALL BE PROTECTED BY A U/L LISTED METHOD, 9, ALL ROOMS ARE LIGHT HAZARD, 10, ALL HEADS WITHIN THIS AREA OF WORK SHALL BE QUICK RESPONSE. FIRE SPRINKLER LEGEND EXISTING PIPING 0 1�11!'l�YK.lt�il�ll�l EXIST. UPRIGHT HEAD 6 1 ADD @ I NEW 155° QUICK RESPONSE UPRIGHT HEAD GLOBE SIN# GL5601 10 I REL RELOCATED EXIST. HEAD W/ NEW 155' QUICK RESPONSE PENDANT HEAD GLOBE SIN# GL5601 I STEEL JOIST HANGER DETAIL I c Ur- r— o, co U N Go C o cg rn > J C c f0 O 7 ina o m � :3 3 i U Oa a �o JM J LL. yN, ._ > N Z i yG 7CN O CN 4v U = J o� U L0 J J O J IM+ LL 06 U O a 0 0 0 N 0 04 M LL U U Q Q Q O LL U = � O CL Z) (6 _3 O W M= W Q_ J } Q O (D QL 3:c N U ao cfl Revisions: Z Q J J _Z C/) W w H Project Number 10032 Date 04-06-10 Sheet Number FS-1 a