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Home My WebLink About2004 (Box 3 #70) Airport Administration Bldg PlansREVISIONS: 1 8-17-04 AD -MINISTRATION BUILDING CONTRACTOR: HOLLAND BUILDERS OF SOUTH FLORIDA, INC. 4860 N.E. 12th AVENUE FT. LAUDERDALE, FL 33334 PH: (954) 771-2210 --- FOR THE CITY OF INDEX OF DRAWINGS C-1 CIVIL COVER SHEET C-2 EXISTING CONDITIONS & DEMOLITION PLANS C-3 SITE LAYOUT PLAN C-4 SITE GRADING & DRAINAGE PLAN C-5 SITE UTILITY PLAN C-6 OFF -SITE UTILITY PLAN C-7 SITE LANDSCAPE PLAN C-8 PAVING & DRAINAGE DETAILS C-9 PAVING & DRAINAGE SPECIFICATIONS C-10 WATER SYSTEM DETAILS C-11 WATER SYSTEM SPECIFICATIONS CA 2 SEWER SYSTEM DETAILS C-13 SEWER SYSTEM SPECIFICATIONS C-14 LIFT STATION DETAILS & SPECIFICATIONS moo A-1 FLOOR PLAN A-2 ELEVATIONS A-3 ELEVATIONS A-4 REFLECTED CEILING PLAN A-5 ROOM FINISH SCHEDULE A-6 ROOM FINISH SCHEDULE A-7 DOOR SCHEDULE HOME OF PELICAN ISLAND A-8 DOOR SCHEDULE A.9 WINDOWS AND CASEWORK A-10 BUILDING SECTIONS A-11 SECTIONS A-12 SECTIONS A-13 SECTIONS A-14 SECTIONS CIVIL & STRUCTURAL ENGINEERS: MOSBY & ASSOCIATES, INC. 2455 14th AVENUE VERO BEACH, FL 32960 PH: (772) 569-0035 ARCHITECT0 : C.E. BLOCK ARCHITECTS, INC. 900 21st STREET VERO BEACH, FL 32961-1206 PH: (772) 569-3799 S-1 FOUNDATION PLAN AND NOTES S-2 DETAILS & SECTIONS S-3 FRAMING PLAN & CUPOLA E-1 ELECTRICAL LEGEND E-2 ELECTRICAL SITE PLAN E-3 LIGHTING PLAN E-4 POWER PLAN E-5 LIGHTNING PROTECTION PLAN E-6 PANEL CALCULATIONS E-7 ELECTRICAL RISERS E-8 DETAILS & FIRE ALARM RISER M-1 HVAC PLAN M-2 EQUIPMENT SCHEDULES M-3 DETAILS PS-1 PLUMBING SITE PLAN P-1 PLUMBING PLAN P-2 SANITARY RISER DIAGRAM P-3 DOMESTIC WATER RISER P-4 FIXTURE SCHEDULE & DETAILS MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS: O.C.I. ASSOCIATES, INC. 427 CENTERPOINTE CIRCLE, SUITE 1825 ALTAMONTE SPRINGS, FL 32701 PH: (407) 332-5110 4_0 C� '~ o m ti ti N to U U co Lo L m n . X +.. o in — U U M oCD a) _ m-0(o N N > ti U Z O Q oc Z z 0 Q a Z W Qy Q W ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /4" = V SHEET NO: COVER OF 12 SHEETS B -1 I , I I / I I I I ♦ I I I I I NOTES: 21'-2 9/16" 30'-0" 21'-2 9/16" 1). ROOMS 505, 506, 507, 508, 509, AND 510 AREBTO SERVE AS AN EMERGENCY COMMAND CENTER DURING HURRICANES. THEY ARE 12'-0" 6'-0" 12'-0 HOUSED IN AN ENCLOSURE DESIGNED FOR HIGH WIND SPEEDS(SEE 4' O" 4'-0" 1, 4'-0" '-4' 3'4' '-4 4'4- 4'-0" 4'4' STRUCTURAL DRAWINGS). THE ENCLOSURE INCLUDES A PRECAST CONCRETE ROOF STRUCTURE LOCATED BELOW THE WOOD TRUSSES. DOORS 48, 52, AND 53 ARE SEVERE WEATHER DOORS(SEE SCHEDULE). r -------- -- -- ------ - A ---- --0-- ------ -- O ----- ---- THE WINDOW PROTECTION REQUIREMENTS FOR ROOMS 509 & 510 ARE A i ALSO SPECIAL(SEE NOTE #2). I a 2). WINDOW/DOOR OPENING PROTECTION: ALL WINDOWS IN THE CUPOLA, o b i I CLERESTORY AND FUNCTIONAL DORMER(OVER MAIN ENTRTANCE) ARE TO BE IMPACT GLAZING. THE NON-FUNCTIONAL(DECORATIVE) DORMERS AND ALL GROUND 19 STAFF OFFICE LEVEL WONDOWS/DOORS ARE TO BE NON -IMPACT TYPE AND ARE TO BE PROVIDED MANAGERS Q 3(>4 WITH REMOVABLE ALUMINUM HURRICANE PANELS OR STRUCTURALLY FUNCTIONAL o HINGED SHUTTERS DESIGNED FOR IMPACT AND FOR THE WIND PRESSURES SHOWN OFFICE 20 �E m O I it I ON THE WINDOW ELEVATIONS(SHEET A-9). THE PANELS FOR ROOMS 509 & 510 ARE TO 305 - WITHSTAND HIGHER THAN NORMAL PRESSURES(SEE A-9 ALSO). THE OPTIONAL I ELECTRIC ROLL -UP SHUTTERS ARE TO MEET THOSE SAME REQUIREMENTS AND ARE -------- - -----I--- - -� TO BE 95 PSF US 60 EXTRUDED ALUMINUM UPGRADED WITH INNER TENSION TRACKS I 1 s'_0" r b 18,-0" 6'-0" I AND TYPE 302 S.S. 2 1/2" #12 SCREWS W/ #14 HEADS, 90 KSI. INNER TENSION SCREWS co i o IN THE END OF EVERY SLAT. SHUTTERS TO HAVE DADE COUNTY PRODUCT APPROVAL U) 1INCLUDING CYCLIC TESTING, UNIFORM STATIC PRESSURE TESTING AND IMPACT TESTING 1 I °D PER DADE COUNTY ROLL -A -WAY W/ P55 UPGRADE OR APPROVED EQUAL(DADE CO. - 17 NOA #02-1003.06). 10" 11 4" 5,_0„ 4„ O 1 V-49 10" o NOTE: EXTERIOR HOLLOW METAL DOORS DO NOT REQUIRE STORM PANELS. SEE DOOR cC4n FD S AFFIOFFICE - 1 _ o i SPECIFICATIONS ON SHEET A-7 A _ HALL o i 303 i o; fV Q M 3). FOLDING PARTITIONS AT ROOMS 509 & 510 TO BE HUFCORE SERIES 3500 SERIES OR _1 1 300 i FD �t ) EQUAL. PROVIDE OWNER OPTION TO UPGRADE TO 4100 SERIES. 3 I - T— I 3 I 4). PROJECTION SCREEN TO BE 50"X50" ELECTRIC ROLL -UP TYPE. -10 -10 nn '7nDA-LITE COSMOPOLITAN ELECTROL. 22 4" 4, „ 7'_0" 10" ADMIN. AS IS. _ TYPICAL SYMBOL FOR FRAME 6). PAY PHONE TO HAVE PRE -MANUFACTURED SURROUND AND DIRECTORY SHELF. PARTITIONWITH 3 112" INSULATION o ® 306 b� I 6). ALL TOILET PARTITIONS TO BE LAMINATE CLAD INDUSTRIAL PARTICLE BOARD. BOBRICK o o n--iCLASSIC P-LAM SERIES OR EQUAL. 1/2" PLYWOOD /STAFF RE C in � 7). BATH ACCESSORIES TO BE TYPE 304 STAINLESS STEEL. BOBRICK OR EQUAL. I THESE TWO I 302 � I � ALLS TO CEILING NG HEIGHT ©3 Sim 16 I\♦ - ' S9 8). MARKERBOARD TO BE CLARIDGE LCS DELUX SERIES OR EQUAL. CHALKBOARDS AND F - i7TACKBOARDS TO BE CLARIDGE 800 SERIES OR EQUAL. ALL TO BE 36" HIGH. CONCRETE BEAM ABOVE J iv 14 i i SEE STRUCTURAL DRAWIN S tV ♦ (TYP. AT EA. WING) - - - — - - — - — - — - — - — ' --- �- --FILES----------- I ll---- - ----- -` - - - - - - - - - — - - - - — - - — - — - — - -- ----- -- ---- - - - - I i AIR SIDE - � -- ��-- i i --- O `a ♦ \`♦ RESTROOM /, 308 ; FU1;�.IRE STAFF 3'" �`♦ \�`♦\ ARE is A � , GYP. BD. �I I 301 HEADER II �C.to ,? `♦ ' `♦ -14 ' ' ' - ,tS N `x`♦ `` A -10 -13 TYP. SYMBOL FOR HARD(-PLANK(OR In SIMILAR ,' ' CV INSULATE AT *� ♦ `. -14 EQUAL) 7116" SMOOTH LAP SIDING •� A r , PILOTS LOU E FOR ,' souluo W/ 6' EXPOSURE -10 -13 ii = 7-6911$ 16'-0" 58'-8„ 49'-4" ,' 14'-0" ' 1V-29116" k6 PILOTS ;; Q a -------------------------------------------- -------------------------------------------------------- --� LOUNGE r. -____ _ a i V-5 5/8" T 4" 1 308 -__ _____ - 12' 20'-0" 29'-4" ,' ,' `:-" ♦ 3' 4" 10'-8" 4' 0" 6' 8" 4' 0" 6 -8" 4'-0" 6' 0" 4'-p" 6, 0„ 4,_0 , 2, 8, f 3'-4" 4,-0„ 5'-4" 4'-0" 3'-4" 8'-8" 4'-0" 6'-8" 4'-0" V-0" 8" 4 0 N _ ' a O 4" 8' 0" 10"* ------------- ------ -------- - ------ ----- .FUNCTION � 24 � � "' ♦ I ------ ----- - r-- ----- --- A ----------QORMER ..� ., O PAY O .; ♦♦ ♦ p O p O O — ♦� A A A A co PHONE MPLOYEE — — — — — A a y E M q o o o r V , Q LOUNGE Q FD N i - o Q i%> FD c� ; AIRSIDE . `------- --- c� i R 104 .� `♦ ENG.OFFICE ENG.OFFICE E G.OF CE lt MANAGERS r` v VESTIBULE ,---------- --- ' \ MANAGER'S q ,' \ WATER / ` REST. " 206 205 204 OFFICE _ I 05 a i /� 207 N 203 Op = o , \\ FOUNTAINS i O 27 °� , ♦ GO ------------ --, 0" �- p �► 406 ---moo ------ 1 ; , „ O `b /' 6'a \ i 4" 5'-4„ 4„ilol-lo 1/8" 4"I 5' 10" : 10'-8" r 4" 10'-4' 4„ 0,�" „ 19'-2- OFFICE 1 110„ 184-"� 6'-0" \4' 10 2" 4" 10'-2„ 4„ 10 -2 4" 6' 4 1 /8" / \ �. - STAF ENG. `� I ASSIS. FUTURE PLANNING 'p' \ FILE _ o REST ADMIN. I FLIGHT ,' \ ♦ Y09 ADMIN. °J ' o ; 9'-0" 12'-0" 405' , - SSIS. 403 I ADMIN. ASSIS. 107 ,•' / ♦ 12 ASSIST. 731 © i M O 3 co 404 32 31 30 1 402 208 11 1 <o nt cc o I I TACKBOARD UFE \/ C - 10'BOARD IN in i H 200 " O 3"' a n NO I " 35 iHALL PUBLIC WORKS C4 ROTl11NDA' ;; i 1,'-s° 3 ENGINEERING I p — 5 I CV b ih fD: °1r 400 Sim ®4" 11' 0" 6i1 23' 10 O -14 I I I - I 37 BOX QU,T'STEEL ' I O a I I / \ INSULATE 17'-0" 6'-0" T-0" 3'-0" 10" 1 ♦ , \ C9 MNS I 1D'-0" 6'-0" I 1 j \♦ ` / \Ji'HR EE WALLS I I I 101, 4" 11' 8" 4" 11'-8" 4" 9'-4" 4" , �` \ y ' ,. 16'-0" 4" 9' S" 4" 24' 6" 24' 6" 10 TYPICAL SYMBOL FOR 1-HOUR FIRE RATED PARTITION TIGHT ♦ v STAFF L �_ --� STAF J STAFF TAFF `♦ i CLERESTORY \ /' /'� CENTRAL MAIL ROOM OFFICE OFFICE OFFICE FFICE STORAGE TO UNDERSIDE OF RATED GYP ABOVE \\ COPY/FAX 1 STORAGE TECHNICIANS c r 1 411 BOARD CEILING ABOVE. SEE ♦\ i \ /' 202 121 0� 9' 011 407 0 408 409 1 410 SECTION A/A-14. ,' ? 101 201 F71 10-------------- ----------C!L VESTIBULE /� �0 11'-8"L-------- --� - \ / \ ----- FD FD 100� ��4a FE BOTTOM CHORD OF TRUSSES \\ FALSE DOR ERS RASIED IN AREA SHOWN. SEE i 1 — — — — LIBRARY FUNCTIONAL ,' (FD) CENTER DWI SHT. AAA FOR PROFILE e ----------p- `�\d. 108 DORINIER-SEEA-11� Da �'rl' © WINDO (TYP �_ �p ®- - -- fl-- - --------------{}A -- ---�` �� ` \ " , ! I 14 TAL 00 `\1 cP �`♦ \ NQ Qi �/ LFD 04 TACKB — 4'-8" 4'-0" 8'-0" 4'-0" 8'-0" 4'-0" 8'-0" 4'-0" ' ------ - 49'4" 11'-4"♦ \��\ PLOTTER/ ,,� w-------- C ---------------------- --®-------------------------------------- --------------- _ PRINTER � -11 E BOTTOM CHORD OF TRUSSES ♦`♦ \\`♦ ♦ ' a 42 p� ROOM i ' ♦�, . `♦ 0" A-13 RASIED IN AREA SHOWN. SEE 2 ` \ ♦\ 1D" 4'-0" 6" 6' 10" 4" " / / ` - SHT. A-10 FOR PROFILE 5013-6 9/16 0 ^-0° 4' 0° 2'-8° 10'-8° 4'-0° 4' -10 `t�. 21' 4' 10' 8" 8'-0" 50' 8" rn ` ♦ ``` 5 -8" vn \`♦ I ♦ ,' a `♦ 503 \\\\ in 58 ,� is �, ` j ✓.' ,' A I 11 `♦.`♦ i ME S I C :.' `� /`� ♦\ ,,' ` �/�r. �/ (REST OOM I -14 ♦ r 1 7 -14 i i 1 8 \ `♦ o� i = Sim SIMILAR 1 `♦ ` �° ' 44 `� — — — -- 1 ♦. _ - ---- ----- --- ----------- ---- - /. II O ''` ' - - - — - — - — - — - — - — - — - - - - - - —� ____________ ____ __ _________ ______ - -�i _ �� ♦\ .+ ..j/ T — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 11 --- ---- -- INTERN In FD `a 1 -___ M FrVELOPMENT \ ♦�,/' I i i i STUDIO © 1 i o- A 10" ' 5'-1 �` 5'-2" 5'-0" 11'-4" 10" V-0" Ilk c0 -�. " -11 - i— I i i WOMENS c' , 5 o °D RESTROOM \ �O N N 502 oD 11 0 D4 ^ ,2'D' ,5'D" N FLOOR PLAN 1 I II `♦ ALL — v � M - 500 CODE ANALYSIS: I___ v i 1 PLUMBING COUNT: 124 PERSONS I I g• _ -10^ 1 V-4" -4T -- ' T -4" 11'-4" 6' 0" 1 OCCUPANCY: GROUP B - BUSINESS I WATER CLOSETS @ 1I50 = 3 REQUIRED. 8 PROVIDED 47 - 5 ADJUSTABLE c 5 ADJ STABLE i BUILDING AREA: 9,441.17 GROSS SQ. FT. (INCLUDING EXTERIOR WALLS) LAVS Q 1I80 = 2 REQ'D. 9 PROVIDED I. LAM -CLAD SHELVES Q LAM -CLAD SHELVES I i CONSTRUCTION TYPE: TYPE V UNPROTECTED UNSPRINKLERED. DRINKING FOUNTAINS: @ 1/100 = 2 REQ'D. PROVIDED = 2. 1 FE ON STANDARDS ON STANDARDS 1� I SERVICE SINKS: 1 REQ'D. 1 PROVIDED. TABLE 500 BUILDING DATA: ti I TYPICAL SYMBOL FOR 2A 10BC 455 57 I i n II (ALLOWED( (DESIGNED ACCESSIBILITY: FIRE EXTINGUISHER MTD. 9 i I (NUMBER OF FLOORS:( II II 11121 II II II II II II N uPARKING ROUTE: PROVIDED @ 5'-0" AFF TO TOP (1 OF 5) uMAXIMUM HEIGHT: LJ LJ LJ UUWL1 LJ U LJ LJ L135' ❑ACCESSIBLE ENTRANCES: ALL ARE ACCESSIBLE °P 8^ 15'-2" 4" 9'-8" 4" 9'-0" 5'-10 1 uALLOWABLEFLOORAREAuu14,000SFu(Juu9,400SF ❑ACCESSIBLE RESTROOMS: ALL ARE ACCESSIBLE EXCEPT 1 1 I 1 $4 506 507 ELECTRICAL O ROOM 508 507 REF. . -- -- - t (----------- --------_-- I;I: I i 1 I i BID I COVERED PORCH 1 ELECTRICAL ® _ o o ROOM 49 508 507 50 51 ----- _' L____---- N - - - 506 MOP SINK REF• 505 56 ' " i I i I co ---1 fV o 10 OD bo v RATED SEPARATIONS: ❑LURE ONE IN THE EMERGENCY COMMAND CENTER WHICH uLJLIS INTENDED FOR USE ONLY DURING AN EMERGENCY 1 ❑OCCUPANCY : NONE REQUIRED - ONE TENANT L u SITUATION AND ONLY BY EMERGENCY STAFF. ❑STORAGE ROOMS: NONE - 704.1.2.2(4) STORAGE AREAS DO NOT uACCESSIBLE DRINKING FOUNTAIN: PROVIDED. ❑C113 OF BUSINESS OCCUPANCY FLOOR AREA ❑MECHANICAL ROOMS: NONE - AHU'S ARE ELECTRIC ❑ASSIMBLY ROOMS: NONE -CONFERENCE ROOMS ARE LESS THAN ❑C750 SF AND LESS THAN 50 OCCUPANTS. 704.1.2.2 ❑EXIT ACCESS CORRIDORS: EACH WING IS SEPARATED FROM THE ---- ----- I - I ' j j 1: i2 (3 SIDES) 1 11 1 5 FD FOLDING FD 1 ❑OBUILDING LOBBY WITH A ONE HOUR PARTITION. EACH WING HAS n nA CORRIDOR WITH LESS THAN 30 OCCUPANTS SO THE WING PARTITION n��CORRIDORS DO NOT REQUIRE A RATING. THE LOBBY IN THE - SEE No E #3 - 6'-0, 47 nnROTUNDA HAS BEEN SEPARATED FROM ALL ADJACENT SPACES I I I 1 I _ 3, THIS SHEET 3' f p FFBY A ONE HOUR PARTITION BECAUSE IT'S OCCUPANT LOAD 91 TACKED. TACKED. 4 ❑CWILL EXCEED 30 AS THE WINGS EXIT 1/2 OF THEIR OCCUPANCY e 5 4 1 C CINTO IT. 704.2.4 EMERGENCY M NAGEMENT ff �, I co 10 -1 O ;� i N EMERGENCY M�4NAGEMENT N i A O o SHAFT ENCLOSURES: NO SHAFTS PROTECTION OF OPENINGS IN CORRIDORS: ALL DOORS IN THE PER 705.1.2 1 I 1 N cN N o O v A I (CONFERENCE ROOMS) N n nRATED CORRIDOR WALLS ARE 314 HOUR RATED II (CONFERENCE ROOMS) �} a 1 NOTE #1 ABOVE) 1 I RESTROOMS: RESTROOMS ARE LOCATED ON NON -RATED I I (SEE I I (CORRIDORS. 510 O 1A 1 INTERIOR FINISHES: 803.3 509 fl i C i 509 I 510 I EXITS AND EXIT ACCESS: B ASSUMED NORTH s, r1 I:r I i 4" X 4" WD. POSTS TRIMMED WI 1" X -1 co 5' CEILING MTD. ,1, PROJE TION S I _ °D I III (OTHER SPACES: C FIRE SUPPRESSION SYSTEMS: NOT REQUIRED BY CONSTRUCTION j i r:l 1 CEDAR. SIMILAR TO B/A-13 i MARKERBOARD Y SCREEN CHALKBOARD TYPE OR CHAPTER 9. 1 W i OCCUPANT LOAD 1003.1 BUSINESS OCCUPANCY @ 1N00 = 8171.16 GSF (EXTERIOR WALLS NOT j:j ' L L LANCLUDED PER CHAPTER 2 DEFINITIONS FOR GSF.) = 82 PERSONS N (OUT OCCUPANCY AT CONF. ROOMS @ 1/15 = 628.06 GSF = 42. ci WI 1Z1X S/MOOTH CEDAR(SIM TO B AE1D3 ) EuASSEMBLY ❑TOTAL OCCUPANT LOAD = 124 PERSONS. I I 1.1 I I OPTIONAL ELECTRIC IC L- ---------- -- _ - -- - ----------- - -� -- - ---------- --� EGRESS REQCUIREMENTS 1004 MINIMUM NUMBER OF EXITS = 2. PROVIDED = 6 MAJOR AND 6-D 30'�O" 6' 0; i i SHUTTERS LJ J4 FROM INDIVIDUAL SPACES DIRECTLY TO EXTERIOR NORTH t t i-j i PANELS (TYP OF 4) 6'-O" 4'-0" 10'-ANE 0" 4'-0" 6'-0" LJ L(CONFERENCE ROOMS, EMPLOYEE LOUNGE & LIBRARY) ' << -- ---=- OPTIONAL PORCH AT 21'-2 9/16" 30'-0" 21'-2 9/16„ . DEAD END CORRIDOR LENGTH: ❑CALOOWED = 20' MAX. P = ----- ---------- I TRAVEL DISTANCE TO EXIT: ALLOWED= PROVIDED:60'MAX. 0'1, 3, 6' 10, 20, -- -- EMERGENCY MANA EME T ERG G N 72'-5 1 /8" 5'. COMMON PATH OF TRAVEL: ALLOWED = 75'. PROVIDED = 0. = 44" MIN. PROVIDED V-0"MIN, I.___ 4" ____------------------- 13'-9 5/16" ------------------------ 13'-9 5/16" --------------------- 13'-9 5/16" 4" CORRIDOR WIDTH: ALLOWED EXIT DOOR CLEAR OPENING WIDTH :ALLOWED = 32" MIN. 11PROVIDED: ALL DOORS ARE 36" 1 /8" = 1 1-011 FIRE ALARM: NOT REQ'D BUT PROVIDED. PANIC DEVICES: NOT REQ'D. DOORS HAVE CAPACITY OF LESS THAN 50 CCEACH. REVISIONS: 1 8-17-04 U W ♦"J N ■� 0 a) CV ti M CO a) id Lid a U) x L a U NL� U M O a) Q 0 0) Mo CD o Ln N > 1�_ ^, W � CU Z O F_ a ~ a cl) o Z p LL 0 a a cn Z w a N F_ LLI U) ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /8" = 1'-011 SHEET NO: A=1 OF 14 SHEETS REVISIONS: 8-17-04 ALL NOTES THIS ELEVATION SAME AS SHOWN ON SOUTH ELEVATION CUPOLA CONTAINS OWNERS SUPPLIED, G.C. INSTALLED ROTATING AIRPORT LIGHT BEACON. ALL UPPER STORY GLAdl IMPACT RESISTANT. SEE NOTE #2, SHEET A-1 AND A-9 NON-FUNCTIONAL AND GROUND FLOOR GLAZING ARTE NON -IMPACT RESISTANT AND WILL REQUIRE HURRICANE PROTECTION PANELS. SEE NOTE #2, SHEET A-1 AND A-9 CLERESTORY1P FUNCTIONAL DORMER. STANDING SEAM NON-FUNCTINAL _ SEE DETAIL ON METAL ROOF 1 NON-FUNCTIONAL NlP DORMERS W/ FIXED ALL VALLEYS in SHEET A-11 DORMERS (14 TOTAL) GLASS. SEE DETAILS FLASHED ON SHEET A-13 PREFINISHED STEEL OR ALUMINUM FASCIA(TYP.) FIE FlEl �A TRUSS BRG. @ 10'-8" IN �Lffi 1110 _= STUCCO FINISH ON ALL OTHER OPEN CMU WALLS(TYP. SYMBOL) TRIMMED WOOD COLUMNS SEE DETAIL ON SHEET A-11 EAST ELEVATION 1 /8„ = 1'-011 DECORATIVE SHUTTERS OR HINGED STRUCTURAL SHUTTERS. SEE NOTE #2, SHEET A-1. SOUTH ELEVATION VERTICAL 1 /V„ = 1 1-0" HARDI-PLANK(OR EQUAL) 1" X 4" TRIM TYPICAL HARDI-PLANK SIDINGOR EQUAL ON 1" X 3" PT FURRING @ 24" O/C OVER CMU WALLS(TYPICAL) 0' 2' 6' 10, 20' -I— nU1 _ W C CV 110 • — CT i CV M U a� o � � X `�" O O y-- N�01. U U _O �o CS Cr 0,-0'o oLo N CV W � U Z O to o Z O — J LL cn a I- cl) Z m a a W ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1/8" = 1'-0" SHEET NO: A=2 OF 14 SHEETS HARDI-PLAN FRAMED DORA FURRING OVER CMU ALL NOTES THESE ELEVATIONS SAME AS SHOWN FOR SOUTH ELEVATION WEST ELEVATION 1 /8„ = 1'-0" ■ _ NEW 1 0' 2' 6' 10, 20' mmmomi REVISIONS: 1 8-17-04 ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /8" = 1'-0" SHEET NO: A=3 OF 14 SHEETS REVISIONS: 1 8-17-04 BRACE OFF WALLS TO TRUSS CHORD AS NEEDED 1" X 6" SMOOTH T&G CEDAR CEILING. TRIM EDGES Wl 1" X 2" SMOOTH CEDAR. CEDAR FLAME SPREAD = 69. SMOKE DEVELOPED = 98. CLASS "B" FINISH REQ'D. FLAME SPREAD = 75 MAX. SMOKE DEVELOPED = 450 MAX. ' " "luc rNLLpimu PARTITION TRACK. SEE DETAIL THIS SHEET. 1 GRID CEILING I;f 914 @11 ► •►SCALE; 1 1/2" = V-0"l 61BOL FOR ACOUSTICAL D. SEE ROOM FINISH CEILING LIGHT FIXTURES SEE E-3 0'1' 3' 6' 10' 1 /8" = 1'-0" 20' ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /8" = 1'-0" SHEET NO: A=4 OF 14 SHEETS REVISIONS: ROOM FINISH FLOORS BASE WALLS CEILINGS REMARKS O H LU z R J a w z J F- V g w t� w a t� V > _ r X _ N ❑ W _ y u. z ❑ 0 ❑ w z a a w Q m J Z > Z o z w z W J_ F- V g w u N a a J ❑ ❑ w z a a v o J m w w Z 0 L) ❑ w z a a z W J_ F- V g w u U J _ Q V ❑ ❑ w z a a W z W a co)W ❑ w cn co LL W F- �JC!J _ _V W F- F- co CV 0 X �- i i Q ❑ w C_ to w W F- N V y F- u. to �C 0 c-4 a Q w v 0 N 0 f- _ x .- J ❑ ❑ w Z Q a = LLI = (7 z_ J LLI v ALL VARIES SEE A-4 MAIN ENTRY N VESTIBULE S 100 E w ALL 8'-10 1/2" CENTRAL MAIL/ N COPY/FAX S 101 E w ALL NOT USED N s E W ALL VARIES SEE A-4 ROTUNDA N 103 S E W ALL 8'-10 1/2" EMPLOYEE N BREAKROOM S 104 E w ALL VARIES SEE A-4 AIRSIDE N VESTIBULE S 105 E w ALL 8'-10 1/2" PILOTS N LOUNGE S 106 E w ALL 8'-10 1/2" FLIGHT N PLANNING S 107 E w ALL 8'-10 1/2" TECH LIBRARY, N FILE & S REFERENCE AREA E 108 w ALL 8'-10 1/2" ENGINEERING N WING HALL S 200 E w ALL 8'-10 1/2" STORAGE N 201 S E w ALL 8'-10 1/2" TECHNICIANS N AREA S 202 E w ALL 8'-10 1/2" MANAGERS N OFFICE S 203 E w ALL 8'-10 1/2" ENGINEERS N OFFICE s 204 E W ALL 8' -10 1/2" ENGINEERS N OFFICE S 205 E W FLOORS ROOM FINISH BASE WALLS CEILINGS REMARKS z O Q FeLLI O -� Q w N F- J_ F' Vm w C. (~j 9 X ❑ w _ N z Il ❑ 0 ?� ❑ w z a W N m J } Z ;;T w z o z J_ F- V w v J Q J J J Q � ❑ ❑ w z Q a 0z OJ m W F- w v 0 C� ❑ w z a a .-. W 2 F- XC: 'e J H V g w 0 @� J Q Q _ V ❑ ❑ w z a a W in W a N N w ❑ LL J C: - F- � J ❑ (aj W H F- v) Np`t0 u NaN w z W C. y J ❑— wF- � J N _V N F- w ku Q W V O O U 0 `D X J a ❑ ❑ w z Q a _� W _ C7 Z J W V ALL 8'-10 1/2" ENGINEERS N OFFICE s 206 E w ALL 8'-0" ENGINEERING N WING RESTROOM S 207 E w ALL 8'-10 1/2" ADMINISTRATIVE N ASSISTANT S 208 E W ALL 8'-0" FILE ROOM N 209 S E W ALL 8'-10 1/2" AIRPORT WING N HALLWAY S 300 E w ALL 8'-10 1/2" AIRPORT N FUTURE STAFF S 301 E w ALL -- 8'-0" AIRPORT WING N RESTROOM S 302 E w ALL 8'-10 1/2" STAFF OFFICE N 303 S E W ALL 8'-10 1/2" STAFF OFFICE N 304 S E w ALL 8'-10 1/2" MANAGERS N OFFICE S 305 E w ALL 8'-10 1/2" ADMISTRATIVE N ASSISTANT S 306 E w ALL 8'-0" FILE ROOM N 307 S E W ALL 8' -0" AIRSIDE N TOILET S 308 E w ALL N S E W ALL N S E w 1 1 8-17-04 A-0 U O N ti L MLn L N _o mm o .0(o o Ln � N ^ ♦■ > ti W U Z O Q tr Z OJ LL z 0 FF--- Q U) m Z w Q N co a m W ARCHITECTS SEAL: DATE: 8-9-04 PROJECT NO: 0312 SCALE: N/A SHEET NO: A=5 OF 14 SHE ROOM FINISH FLOORS BASE WALLS CEILINGS REMARKS Z O W 00 J Q n Z J c) V co x 0o H W Q c� v > N x N r w = fn Z U. z 0 0 � G Fw- z Q a N m J Z > _ .4 W z 0 z V w u a J Q C H z Q a O J W w ZO v C F- z Q au = x ~ V W o M t, 0 0 G ~ z Q a W 0 Z W N.-. cl) W w LL W J J taj W H . cn :3WN N0Re0 x C) iv Q W Z w N W J J 0 N F- � C) F� Q a 0 W Q N �- - x = = Z ,J W V ALL 8'-10 1/2" PUBLIC WORKS N HALL S 400 E w ALL NOT USED N S E W FILE ROOM ALL 8'-10 1/2" FUTURE N ADMINISTRATIVE S ASSISTANT E 402 w ALL 8'-10 1/2" ADMINISTRATIVE N ASSISTANT S 403 E W ALL 8'-10 1/2" ADMINISTRATIVE N ASSISTANT S 404 E w ALL 8'-0" PUBLIC WORKS N WING RESTROOM S 405 E w ALL 8'-10 1/2" MANAGERS N OFFICE S 406 E w ALL 8'-10 1/2" N STAFF OFFICE 407 S E w ALL 8'-10 1/2" STAFF OFFICE N 408 S E w ALL 8'-10 1/2" STAFF OFFICE N 409 S E W ALL 8'-10 1/2" N STAFF OFFICE S 410 E w ALL 8'-0" STORAGE N 411 S E W ALL 8'-10 1/2" CONFERENCE N ROOM WING S HALL E 500 w ALL 8'-10 1/2" PLOTTER/ N PRINTER ROOM S 501 E W ALL 8'-10 1/2" INTERN DEVELOPMENT N STUDIO S 502 E W ROOM FINISH FLOORS BASE WALLS CEILINGS REMARKS Z 0 W J J to z ~ J 0 W v x co H W a a C� F- > N N r W N Z z O G W Z Q d N m J z et w 0 z J ~ V 2 Q a w 0 Q S Q J Q G W z Q d V O J W W w z V G W z a a N z 2 =� t ~ V Q a w V o eh m a V 0 C W z Q d W G Z W n- D N w N LL W J J J 0VN_V W P H N Z4 x0 l4 in W z N to W a J J D H V- ui kV in W = 0 o N O F . �° x W w w Z 0 L z a d F- 0 2 (' Z J W v ALL < 8'-0" PUBLIC MEN'S N ROOM S 503 E w ALL 8'-0" PUBLIC WOMEN'S N RESTROOM S 504 E W ALL 7'-0" EMERGENCY N COMMAND CTR S RESTROOM E 505 w ALL 7'-0" JANITOR N 506 S E W ALL 9'-5" ELECTRIC/ N PHONE/DATA S 507 E w ALL 8'-0" CONFERENCE N ROOM VESTIBULE JE 508 ALL 8'-0" CONFERENCE N ROOM #1 S 509 E w ALL 8'-0" CONFERENCE N ROOM #2 S 510 E w ALL N S E W ALL N S E W ALL N S E w ALL N S E W ALL N S E w ALL N S E W ALL N S E W REVISIONS: 1 8-17-04 U T }0 O N T to N 1',- �ul cu y �0 N Qn U O N "' 4) N � >ti U Z O a _ tY Z OJ LL � z 0 a Q Z w a F- cn a m W cn ARCHITECTS SEAL: DATE: 8-9-04 PROJECT NO: 0312 SCALE: N/A SHEET NO: A=6 OF 14 SHEETS REVISIONS: 1 8-17-04 DOOR & SIGNAGE SCHEDULE DOOR SIZE TYPE FRAME HINGES L.ATCHSETS ACCESSORIES REMARKS J Q O ~ m O O 2 W J 0 w 0_ w Z UO _ Z O U U)w cn F- Q w a Z C] O FU- w = w p p o W m w W J Q w `-' - 0 H Z J(D U) U _ � ~ W W J 0 WLL ., J U) z U W m U w 0 � Q w I— 2 W � z U U Q J = Q Q J w } m � cA Q 0 z J W Iw— D Z t - Cr) -_00 M 00 M cM 0 J H Z 0_ J I— z W 0_ n_ X W O Q Q _ O ~ U Q -� U o_ J W Y D Q U U Q z j O > ~ z 2 cy)o x X - - - M w Q m U U Q O 0 H Q w � O ~ U Q = O Q a I— JO w w C7 c Z a W m U z G X _ o o x bo x 00 M T- M T- T- Z O U J o � F Q z J o w Z Q w D U) 2 Z 1 H 2 W 0� O = m 0 to = W W ? U 0_ Z 0_ J J O o 0 0o oo X 00 X X bo X 00 X 0o � u. = O O U W O O J Q � a � � w Z L O ~ 0_ U) _ Z Z U 2 cn a Q U �' U) 2 = U W 2 W � U 0_ O _ O = J O w U � O O X - o _ o x - X - iD C� C� W W W _ N_ c_ _ �- _ z I L Q u- � z W Z J F- Q ~ J U U U LL E F- � = z U Q m = Q Z O _ o co M 0 M o M X X X Z Q 2 U� ? U = 2 cn cv) Lr) 0 z Z �- �_ Z J m W U J } W Q J m O 0 W Z O Z Q 2 2 ' M W J W J w J w J o 0 co 0 c� (n D J ILL z = J IL x x X - Z_ �_ �_ Q Q_ Q Q �' Z cA U) H Or1 Z U Q O Q } Z Y CA c!� H W _ I— I— O W J L Q 0 w Cri Z_ C7 Z 0 Z 0 Z ;t �_ �_ �_ J - d - �t � co � X - Q Q N N Q Q W U �— > (!� U) J J W U U w � W I— Q w � D � Z) Y U � O � w d (q U) U) U) Q 0_ Q 0_ Q J Q Q U' V U) J Q J u- V U) cM cM r co J Q :d. c (y) cy) r w 0- N D_ 1- U Q 2 P z w M 0- Q 0_ 0 0_ W 0_ J W 0_ 3: J Q J Q Y J U Q LL N m 't In cD I` 00 N M �t Lo w r- N co 't Lo v- N m � � c0 � � N co � m co 00 m N M 't cC (o 1 g 4 4 5 9 10 112 2 4 3 2 4 3 5 1 3 3 3 2 6 9 5 1 4 4 3 2 4 3 5 5 2 3 3 9 1 2 5 6 41 1 13 1 12 1 4 3 7 4 3 2 4 5 8 4 3 2 4 5 9 1 4 1 1 13 1 1 12 1 4 5 10 4 3 2 4 4 HDCP SIGNAGE PER ADA 11 4 3 2 4 5 12 4 3 2 1 4 1 5 13 4 3 1 2 4 5 5 1 14 1 8 1 1 1 6 1 91 1 2 6 15 3 3 2 6 9 5 1 16 4 3 2 4 4 HDCP SIGNAGE PER ADA 17 4 3 2 4 5 18 4 3 2 4 5 19 5 1 21 1 1 1 3 3 9 1 2 5 20 4 3 21 1 1 1 4 1 3 21 4 6 5 5 8 22 4 3 2 4 13 23 4 3 2 4 5 24 4 3 2 4 51 5 1 25 1 1 5 1 1 21 13 1 13 13 1 2 5 26 1 1 1 7 6 9 1 2 5 27 4 3 2 14 5 1 5 1 28 1 3 1 3 2 1 6 9 5 1 29 3 3 2 6 1 9 5 1 30 4 3 2 1 1 4 5 NOTES 1). ELECTRIC BI-PARTING DOORS TO BE DOR-O-MATIC WHITE ALUMINUM MODEL 96K HURRICANE RATED W/ SIDELITES AND EMERGENCY BREAKOUT FEATURE(1-800-543-4635) 2). ALL METAL FRAMES TO HAVE MINIMUM 3 SILENCERS PER DOOR. U N O •� CO N co a)cMLo ' X c O cn U Nr-� O O c6 M O Lo O N ♦� ti W ~ U Z O F— Q cl)LL c Z o p a Q ~ a Z w Q N F- Q m W ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 3/8" = 1' SHEET NO: A=7 OF 14 SHEETS REVISIONS: 1 1 8-17-04 1 DOOR & SIGNAGE SCHEDULE DOOR SIZE TYPE FRAME HINGES LATCHSETS ACCESSORIES REMARKS J ^ ^ ~ W J ui m O O W W O J J cn af 0 H F- W Y O = 0 W ~ W U) F- w -� coUO Z J O U 0 W 2 U (n F- W W � LL W J N W W a 0 LQL O U !n F- Z O Z O W J 0 (A w ~O J 0 J cn C7 LL J F- Z O O z Q 0 a J w 2 = H U Q = w 0 ? W w m 0 W LL Q D Z >_ F- U) z U w Z m U w O W � Q W � 2 W W ~ z = U U f- Q J = H a F- < w W m 0 (A cn Q 0 W Z J w F- Z - - 00 M M w J F- Q a 0 a W w a X w O a a a J 0 F- U a J U a w � = C = w a W C U Z a O > z o t j M M m m F- w Z 2 a m U Lu Z 2 '� W 0 0 w = T_ 2 F- a J 0 a- � a U a F- (A J C) a �t X x o x o � X x M M F- Z U Q J U F- a a J � p H Z w a 2 a — Z O F- W_ W O m W � F- F- W w C� Z 0 0 O m m z • ' 0 0o aI _ co _ bo O 0 Z 0 W W 0 O z O LL = cn O 2 (n 0 a = U W U) to = F- w (n 0 U 0 F- a J O J O w U) O �o x x X X 00 co LL W o w O ?� W J o a a W _ a w z = m F- U W U _= U O 0 .. Z x O O - O - O (D Z Z = W J = - N _ Cr) LL 2 d Z LL a LL Z a. w J Z W F- Q Q J U m U UJ U LL � F- fA W w 0 z Q m = 0 O O M M M O M x - O x - O O F- (!) Q (A U cl) F- Z LL Z m U J W Q J O W Z z 2 ~ 2 ~ w M W - LLI J J J � cD > J LL Z — = � J LL x - x - X - Z m m a (!) W m Q U Q Q (A >_ Y u� W � F- 2 2 F- 0 W � W a z z z z 0 J CU 0 cU x - ¢ a Q CL N �_ N �_ a Q a U 0 F- v� 2 J J ULU U w ¢ 0 `1 O W � m m a U' w Q LL U) �- �- a M M M c- N � Q F- W m m d W a_ > > a Q Y U 0- LL W N co lt� to f` N co d CO N .-. co .-. Lf� . . N .-. co ^ .-. Lf� ^ (D . f .-. . N .-. co .-. .-. Lo . O .-. ti .-. 00 .-. O O f .-. .--. N . co .-. � .-. � ^ (D ^ w 31 4 3 2 4 5 32 4 3 2 4 5 33 4 3 2 4 4 HDCP SIGNAGE PER ADA 34 4 1 1 1 3 1 2 4 3 35 5 2 1 3 31 9 1 112 1 5 36 4 3 2 4 5 37 4 3 2 4 5 38 4 3 2 4 5 39 4 3 1 2 1 4 1 15 40 4 3 2 4 5 41 4 3 2 4 5 5 1 42 4 3 2 4 5 5 1 43 5 2 3 3 9 1 2 5 44 4 3 2 4 1 5 HDCP MEN SIGN PER ADA 45 4 3 2 4 1 5 HDCP WOMEN SIGN PER ADA 46 6 5 6 5 7 47 5 2 13 131 9 112 5 48 5 5 1 4 SEE NOTE #1 BELOW 49 4 3 2 4 5 50 4 3 2 4 5 51 4 3 2 4 5 52 5 1 19 1 1 21 5 SEE NOTE #1 BELOW 53 5 g 1 2 55 SEE NOTE #1 BELOW 54 4 3 2 4 5 55 7 5 6 5 7 56 4 3 2 4 4 57 6 5 6 5 7 58 4 3 1 2 4 5 59 NOTE 1 DOOR TO BE HEAVY DUTY 14 GA. GALVANIZED COLD FORMED STEEL W/ 16 GA. STIFFENERS AND POLYSTYRENE INSULATION, REINFORCED W/ 12 GA. CHANNELS. EDGE SEAMS AND TOP/BOTTOM CHANNELS TO BE WELDED. FRAME TO BE HEAVY DUTY 16 GA. GALVANIZED COLD ROLLED STEEL. HARDWARE TO INCLUDE (3) HEAVY WEIGHT HINGES, (3) MAXIMUM SECURITY DEADBOLTS W/ THUMB TURN(MODIFIED) AND (3) 1 1/4" X 4 7/8" STAINLESS STEEL DEADBOLTS. SEE DOOR SCHEDULE FOR ADDITIONAL HARDWARE. CECO DOOR PRODUCTS, STORM -PRO 320 SEVERE WEATHER DOOR FRAME SYSTEM. DOOR HARDWARE: LATCHSETS TO BE SCHLAGE AL SERIES OR EQUAL. ALL LATCHSETS TO BE ADA LEVER HANDLE TYPE. THRESHOLDS TO BE PEMKO OR EQUAL - ALUMINUM. HINGES TO BE HAGER BB1199 EXTERIOR AND 1279 INTERIOR OR EQUAL. CLOSERS TO BE LCN ADA TYPE OR EQUAL. U _ W N 4--1 O jc N U �MLo co L � � O U N�0) O m o Ln N N ti W � U Z O Q cl) o Z o LL � a Q ~ Z m Q N cn a m W U) ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 3/8" = 1' SHEET NO: A=8 OF 14 SHEETS GRID CEILING REVISIONS: 1 8-17-04 ADJUSTABLE SHELF — STEP SHELF OUT cV 3" FOR Z-4 MICRO MICROWAVE PAPER TOWEL DISP. ALL COUNTERS SOLID SURFACE — 0 O� REF 3"+ 2'-6" 1'-3" >< 3'-0" EMPLOYEE LOUNGE 104 EMERGENCY MANAGEMENT 510 4'-0" M.O. DOUBLE GLAZED NON -IMPACT TINTED GLASS O ifl N PAPER TOWEL DISP. O io ih T� 2'-9" 2'-9" T" PILOTS LOUNGE 308 — 4" BACKSPLASH NOTE: SEE FLOOR PLAN FOR LAMINATE SHELVES ON METAL STANDARDS REQUIRED IN (3) CLOSETS(SOUTH WING) ALL CABINETS AND COUNTERTOPS TO BE HP 50 HIGH PRESSURE LAMINATE (FLUSH DOORS) OVER PARTICLE BOARD. ALL METHODS TO BE PER AMERICAN WOODWORKING INSTUTE STANDARDS. 4'-0" M.O. DOUBLE GLAZED NON -IMPACT TINTED GLASS 12'-0" 3'-1 0" 4'-5" 3'-1 0" DESK PLAN @ ROTUNDA 103 5'-0" - M.O. DOUBLE GLAZED NON -IMPACT TINTED GLASS o O in 0� R.O. REFRIG. W/ ICE MAKER ol SERVICE SINK CUSTODIAL CLOSET 506 FILE C FILE DRAWER DESK @ ROTUNDA 103 4" BACKSPLASH ' "4" X 7" WALL CAP TYP. I2" QUARTER ROUND TYP. I2" GYP. BD. BOTH SIDES OF 3 1/2" STUDS TYP. 7„ 1 1/4" X 7" WALL CAP TYP. 2" 0 KNEESPACE 2'-0" o 0 1'-6" 6'-0" 112" QUARTER ROUND TYP. is M 1/2" GYP. BD. BOTH SIDES OF 3 1/2" STUDS TYP. DESK @ ROTUNDA 103 3'-0" L 4" BACKSPLASH---\ c0 KNEESPACE FILE DRAWER o N 2'-0" KNEESPACE � 9 o PAINT INSIDE OF GLASS BLACK ,PPI IFII RAI INTINC SINGLE GLAZED NON -IMPACT TINTED GLASS SMALL DORMER WINDOW 4'-9" 4--9„ DESK @ ROTUNDA 103 EMERGENCY MANAGEMENT 509 1/4" WIRE GLAS: (1214 SQ. IN.) 314 HR. HOLL METAL FRA 1/4" WIRE GLA (488 SQ. IN 211 211 1'-7" T-0"_ TYPICAL SIDELITE @ HALL DOOR �p 12 r 5 APPLIED MUNTINS ALL WINDOWS FIXED GLASS - PGT WINGUARD SERIES PW701 WHITE NOTE: ADJUST SIZES OF WINDOWS TO ALLOW FOR WOOD BUCKS. SEE DETAIL, SHT. A-73 R.O. SINGLE GLAZED IMPACT TINTED GLASS FUNCTIONAL DORMER WINDOW DEADBOLT w/ THUMBTURN O ' O NON-HDCP ALUM. —THRESHOLD 2'-7" SINGLE GLAZED IMPACT CLEAR GLASS CUPOLA DOOR PGT SERIES 101 FRENCH DOOR NOTE: SEE B / AA4 FOR LOCATION STANDARD MULL 2'-11" 2'-11" 2'-11" � 2'-7" � R.O. 8'-8 7/16" R.O. SINGLE GLAZED IMPACT CLEAR GLASS SINGLE GLAZED IMPACT TINTED GLASS CUPOLA WINDOW CLERESTORY WINDOW 0' 30 6' 10' SCALE: 1/2" = V U �— N •— O U NC,) cn o tV V U ocuM 0 M .0 co O u) N • r� U Z O INNNNNN Vr G Z o J LL Cl Q Q ~ ca ZLu m Q cU) U) Lu ARCHITECT SEAL DATE: PRELIMINARY PROJECT NO: 0312 SCALE: 1/2" = 1' SHEET NO: A=9 OF 14 SHEETS REVISIONS: e TRUSS BRG. 0 +10*-8" Q! T.O.B. _ +W-7" - c -12 e TRUSS BRG. @ +10'-8" / eip.B. @ +W-a" _ PRE-ENGINEERED WOOD TRUSSES 00 oQoo 00000000000000000000000000000000000000000000000000000-o-o-� _ ° co 8" PRESTRESSED HOLLOW CORE CONC. DECK SOUTH WING ° I SECTION r 4 A-10 SECTION A-10 PRE-ENGINEERED WOOD TRUSSES `l 0 v mo0 oo oo0o 0000000 0000000 oo0oo 0000000 0000000 0000000 oo00o0o 8" PRESTRESSED HOLLOW CORE CONC. DECK SOUTH WING OPTIONAL PORCH OPTIONAL SECTION / 5 INSULATION TO FOLLOW TRUSSES STEP BOTTOM CHORD OF TRUSSES UP A-10 12'-0" 22'-0" W-0" SPECIAL TRUSS PROFILE AT EAST WING (SEE FLOOR PLAN FOR LOCATION) INSULATION TO FOLLOW TRUSSES STEP BOTTOM CHORD OF TRUSSES UP 15'-0" 12'-0" 15'-0" SPECIAL TRUSS PROFILE AT SOUTH WING (SEE FLOOR PLAN FOR LOCATION) INSULATION TO FOLLOW TRUSSES STEP BOTTOM CHORD OF TRUSSES UP SPECIAL TRUSS PROFILE AT NORTH & WEST WING (SEE FLOOR PLAN FOR LOCATION) SECTION 2 A-10 SECTION 3 A-10 G P) 1 1 1 8-17-04 1 C� mat N_ ti N `. M L0 L m 4--0 X N "L � c0) V M O O) m co ^ p LA i.i L �� N U Z O I— H Q V) c Z o J LL 0 Q a co Z m Q y H Q m W ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /4" =1' SHEET NO: Aml 0 OF 14 SHEETS REVISIONS: 1 8-17-04 ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 3/4" = 1' SHEET NO: Aml 1 OF 14 SHEETS DRIP EDGE TO BE PROVIDED AND INSTALLED BY METAL ROOFING CONTRACTOR. DRIP EDGE TO MATCH ROOF PANEL. STANDING SEAM METAL ROOF ON #30 UNDERLAYMENT OVER 5/8" CDX PLYWOOD. METAL ROOFING TO BE ARCHITECTURAL STANDING SEAM - CONCEALED FASTENER TYPE, 26 GA. MIN. GALVALUME WITH MANUFACTURER'S 20 YEAR WARRANTY ON STEEL AND FINISH. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS FOR REQUIRED WIND LOAD. ALL FLASHINGS ETC. TO MATCH ROOF PANELS. SIMPSON HETA20 STRAPS PER ROOF FRAMING PLAN ao M 0) 2" X 4" SUB -FASCIA 1" PLANKTRIM PREFINISHED WHITE ALUMINUM SOFFIT A, 2'-Q" AND FASCIA. ALCOA TRADITIONAL 12" 11L PERFORATED V-GROOVE. MITRE CORNERS AND PROVIDE J-CHANNEL AT ALL PERIMETER EDGES. NOTE: SEE SHEET A-4 FOR LOCATIONS OF NON -PERFORATED SOFFIT MATERIALS 8" CMU WALLS IN RUNNING BOND REINFORCED WI 9GA. LADDER TYPE REINFORCING @ 16" O/C #5 BAR IN POURED CELL PER PLAN 7/16" X 7 114" SMOOTH PLANK SIDING W/ 6" EXPOSURE. (HARDI-PLANK OR EQUAL) INSPECTION ACCESS SEE FOUNDATION DETAILS FOR ALL SPECIFICATIONS L 12 5� PRE-ENGINEERED WOOD TRUSSES @ 24" O/C. SHOP DRAWINGS REQ'D. SIGNED AND SEALED BY FLA. REG. ENGINEER R30 ATTIC INSULATION TRUSS BR. @ +10'-8" GRID CEILING (SEE FINISH SCHEDULE) 1/2" DRYWALL ON 1" X 2" PT FURRING @ 16' O.C. OVER 3/4" RIGID INSUALTION BOARD ( R = 4.0 MIN.) EXTEND INSULATION TO UNDERSIDE o OF TRUSSES ' /_ SEE ROOM FINISH SCHED. 4" THICK MONOLITHIC SLAB W/ 6"X6"-W1.4XW1.4 W.W.M. DETAIL A ��l 6 MIL VAPOR RETARDER ALL FILL REQ'D. TO BE CLEAN, TREATED, WELL COMPACTED FIN. FLR. 0'-0" PRE-ENGINEERED WOOD TRUSSES U 24" O/C. SHOP DRAWINGS REQ'D. SIGNED AND SEALED BY FLA. REG. ENGINEER 10" PRESTRESSED CONC. PLANKS WI 2" CONC. TOPPING TRUSS BR. @ +10'-8"e DECK +10'-5tL " � T. O. B. +9'-5" FIN. FLR. 0'-0" REVISIONS: 1 8-17-04 ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 3/4" = I SHEET NO: Aml 2 OF 14 SHEETS 12 REVISIONS: 1 8-17-04 E-- 7/16" SIDING(TYP.) 1" X 4" PT FURRING 1" X 5 1/2" SMOOTH HARDI-PLANK CORNER TRIM 7116" SIDING TYP. ( ) SIDING DETAIL E SCALE: 1 1/2" = 1'-0" A-13 PRE-ENGINEERED TRUSS SECTIONS BY TRUSS MANUFACTURER DETAIL AAA 2'-5 7/8" - ( 1"X3 1/2" PLANKTRIM OVER FLASHING BY MTL. ROOFING CO. SECTION PRE-ENGINEERED TRUSS S PLANK SIDING TRUSS MAN OVER 1/2" PLYWOOD. SIDE TRUSS PIECE 5 1 1 /2'/�,� 2'-7" 1 1 /2" t Cj 2'-10" -13 FALSE DORMER rD FACE TRUSS PROFILE A-13 DETAIL A A-13 � 12" MAX* 6" L CONCRETE BLOCK WALL PT BUCK 3/16" DIA. TAPCONS W/ 1 3/4" EMBED INTO GROUTED MASONRY. ( TYP. ) WINDOW BUCK ATTACHMENT DETAIL WOOD DOOR BUCKS WHEN REQUIRED ARE SAME. WINDOWS AND DOORS SHALL BE DESIGNED, MANUFACTURED AND INSTALLED TO WITHSTAND A MINIMUM DESIGN WIND PRESSURE OF (+)35 PSF AND (-) 45 PSF. -I— C) 4� -� N ti U Nti C) M Lo o x L � .._O U) 0) N U � � M O CD a)05 -a co O Lr) > N n 1. ti W J Z O Q ~ a � o Z o Z J LLm � a Q � Z m a y a m W ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 3/4" = 1' SHEET NO: A=13 OF 14 SHEETS STANDING SEAM METAL ROOFING OVER 1 1/2" HI -HAT CHANNELS @ 24" O.C. OVER STEEL FRAMING CHANNELS. SEE STRUCTURAL DRAWINGS. F1 REVISIONS: 8-17-04 1 r LIGHT CUPULA A CUPOLA WINDOW. (SEE A-9) WITH 2X WD. BUCKS DRIP EDGE OVER BREAKMETAL FASCIA OVER 2X8 PAN FLASHING OVER ROOF FLASHING OVER CANT STRIP AND 2X8 PT SINGLE PLY MODIFIED BITUMEN ROOFING WITH WHITE GRANULATED SURFACE OVER TAPERED RIGID INSULATION (114" PER FOOT) OVER METAL DECKING I CUPOLA DOOR. CUPOLA WINDOW. SEE SHEET A-9. SEE A-9. TYPICAL OF 7 (THIS OPENING ONLY) FIPPED TO 8" 2X6 RIPPED BREAKMETALCOVER OVER RIPPED 2X10 BREAKMETAL COVER OVER RIPPED 2X6. 3'40" hill I1. 18" HIGH DECORATIVE 4"X 8" WHITE ALUMINUM RAILING TUBE STEEL ap DRIP EDGE OVER ROOF FLASHING +� N 2X4 WD BUCKS 4" DIAMETER STEEL COLUMN. SEE STRUCTURAL O coco �;'^ \ STANDING SEAM METAL ROOFING OVER 1 1/2" HI -HAT DRAWINGS. r 1 `,J N M 12 CHANNELS @ 24" O.C`QVER STEEL FRAMING CHANNELS. L co PAINTED GYP. BD. 5 1 SEE STRUCTURAL DRAWINGS. cn (D CIELING ON 1X3 ti ry 4— O `~ `~ FURING @ 16 O.C. C4 \ �\ •• GO O �— lx6 T&G CEDAR CEILING. SEE A-4. D IP EDGE OVER ry%�O \�O N N B EAKMETAL FASCIA O \./ O I p 0�� ASSUMED NORTH 1X4CEDAR TRIM ao METAL SOFFIT \ 1/2" PAINTED L- "- (UNVENTED) \ DRYWALL 8"X8" STEEL BREAKMETAL OVER 2X8 r q WINDOWS MULLED •, T ry TOGETHER. SEE CLERESTORY PLAN VIEW O F LIGHT C U P U LA 4� BOX BEAM — — — — i n WINDOWS, SHEET A-9. 1� -14 6 CLERESTORY WINDOW W/ 1 1/2' x 8" BUCKS CLE E ORY B _ iX4 CEDAR TRIM 1X3 SMOOTH CEDAR OVERTOP OF iX6 lX2" TYPE 'X' DRYWALL OVER 2X4 FRAMING @ 24" O.C. OVER STEEL BOX BEAM. r\ 1X6 SMOOTH CEDAR 1-HR RATED PARTITI N TIG T TO DECK ABOVE. PA RTITION SHALL BE ONE LAYER 5/8" TYPE'X'l 3YPSUMBOARD APPLIED AT RIGHT ANGLES OR PARALL =L TOE EACH SIDE OF 3 5/8" 20 GA. METAL STUDS AT 24' O.C. WITH 1" TYPE'S' DRYWALL SCREWS 8" O.C. TO ERTIC L EDGES AND 12" O.C. TO TOP AND BOTTOM R NNER AND INTERMEDIATE STUDS. STAGGER ALL VERT CAL AND HORIZONTAL JOINTS 24" EACH SIDE AND OP SITE SIDES. ( GYPSUM ASSOCIATION FILE NO. WP 1200) ROVID 3 1/2" SOUND BATT INSULATION. 5/8" TYPE 'X' DRYWALL OVER 2X2 STUDS @ 16" O.C. AROUND 8" DIA. STEEL COLUMN. R-11 INSULATION 1X6 SMOOTH CEDAR 1X3 SMOOTH CEDAR OVER BOTTOM OF 1X6 SECTION a -1 PAN FLASHING OVER ROOF FLASHING WOOD TRUSS (2) LAYERS 5/8" PE "X" DRYWALL FOR 1 — HOUR RATED CEI ING. BASE LAYER TO BE APPLIED AT RIG T ANGLES TO TRUSSES WITH 1 1/4" TYP 'S" SCREWS 24" O.C. FACE LAYER TO BE APP IED AT RIGHT ANGLES TO TRUSSES THROUGH BASE LAYER WITH 1 7/8" TYPE "S" SCREW 12" O.C. AT ALL 30INTS AND INTERMEDIATE TRUSSES. FACE LAYER 30INTS TO BE OF SET 24" FROM BASE LAYER JOINTS. 1 1/2" TYPE "G" DRYWALL SCREWS TO BE PILACED 2" BACK ON EITHER SIDE OF FACE LA ER END ]DINTS 12" O.C. (GA FILE NO. RC 2 01) 1l2" DRYWALL OVER lX2 FURING @ 16" O.C. OVER 3/4" RIGID INSUL. (TYPICAL AT BLOCK) PARTIAL PLAN VIEW OF CLERESTORY STANDING SEAM METAL ROOF ON 30# ROOFING FELT OVER 5/8" PLYWOOD. 2 LAYERS OF 5/8" TYPE "X" DRYWALL ON TOB @ +10'-8" BOTTOM SIDE OF TRUSS. 8" X 20" PERIMETERS I "OCTOGON" BEAM FOR MTL SOFFIT ON ROTUNDA ROOF STRUCTURE 2X6'S @ 24" O.C. SEE A-4. PAINTED STUCCO ON 8" CONCRETEE BLOCK 5 TOB @ +11'-0' PAINTED STUCCO SEE FOUNDATION PLAN A ROTUNDA ROOF TRUSSES — WING ROOF TRUSS I' . 5/8" TYPE'X' DRYWALL OVER I DOUBLE LEDGER PLATE. >.I SEE STRUCTURAL DWGS. 8" X 20" PERIMETER "OCTOGON" BEAM FOR ROTUNDA ROOF STRUCTURE. NOTE THAT IN ONE LOCATION ( SOUTH WING) THE BEAM IS LARGER. SECTION c -74 2X6 PT. SEE ANCHO DETAIL THIS SHEET 5/8" MARBLE SILL WITH 1/2" OVERHANG. —� SEALANT 1/2" DRYWALL OVER 1/2 PT WOOD FURING AT 16" O.C. OVER 3/4" RIGID INSULATION 1-HR RATED PARTITION TIGHT TO DECK ABOVE. PARTITION SHALL BE ONE LAYER 5/8" TYPE'X' GYPSUM BOARD APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 3 5/8" 20 GA. METAL STUDS AT 24" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24" EACH SIDE AND OPPOSITE SIDES. ( GYPSUM ASSOCIATION FILE NO. WP 1200) PROVIDE 3 1/2" SOUND BATT INSULATION. WHITE ALUMINUM FRAME ( PGT 701 SERIES) WITH TINTED IMPACT GLASS CONCRETE FILLED BOND BLOCK COURSE W/ 1 #5. EXTEND PAST OPENING 8" EACH END. WINDOW SILL DETAIL ( POURED SILL 0' 1' 3' 6' SCALE: 1/2" = V 10' ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1/2" = 1' SHEET NO: A=14 OF 14 SHEETS a 0 Q cv 4 4 P IZ O 2v - 301-O" - - 12'-0' I FI FI FI 141-0" 14'-0" - 14'-0" DES16N LOAD CRITERIA DE516N LOADS PER F.B.G. 2001 EDITION DEAD LOADS ROOF..................................15 P5F FLOOR................................135 P5F LIVE LOADS ROOF .....W/F.B.G. REDUCTIONS ......... 20 P5F FLOOR........................................................45 BALCONIES................................................60 STAIR........................................................100 WIND LOA05 (F.B.C. 2001) ..........140 MPH RE61ON BUILDING GATE60RY 2 IMPORTANCE I EXP05URE G INTERNAL PRESSURE +-0.1& TYPE ENGL05ED SHELTER ROOM WIND LOADS .........200 MPH BUILDING CATE60RY 3 IMPORTANCE 1.15 TYPE ENCLOSED co z Q Er <11-INI'oI'q-ILnI'o THESE DESIGN PLANS AND 5PEGIFIGATION5 COMPLY WITH THE 5TANDARD5 ESTABLISHED IN 5EGTION 165-33.001, FLORIDA ADMIN15TRATIVE CODE. rn N THE MAIN WIND FORGE RE515TIN6 SYSTEM HAS BEEN DE516NED IN ACCORDANCE WITH SECTION 1606, FLORIDA BUILDIN6 (ODE - 2001 TO I WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BA51G WIND SPEED OF 140 MPH. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DE516N AND SPECIFICATIONS IN AGGORDANGE WITH SECTION 1606, FLORIDA BUILDING CODE MINIMUM DESIGN LOADS FOR BUILDIN66 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A BASIC, WIND SPEED OF 140 MPH. p z CONSTRUCTION NOTES m I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. THE FLORIDA BUILDING GODS, 2001 EDITION, 15 APPLICABLE TO THIS PROJECT. 3. ALL G0N5TRUGTION SHALL BE BRACED AND SHORED A5 REQUIRED BY CONTRACTOR TO SAFELY PERFORM THE WORK. SOIL COMPACTION 1. 501L BENEATH 5LA65 AND FOOTINGS SHALL BE EXCAVATED A5 REQUIRED TO REMOVE ALL OR67ANIG AND DELETERIOUS MATERIALS. PLACE GLEAN SAND FILL IN MAXIMUM OF 12 INCH LIFTS. SU66RADE AND EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF q8 PERCENT OF ITS MODIFIED PROCTOR VALUE IN AGGORDANGE WITH A5TM D 1551. AUGER GA5T CONCRETE PILES I. PILES SHALL BE 16" DIAMETER AUGER CAST GON(RETE PILES INSTALLED TO A DEPTH OF ELEVATION APPROX. EL. -10' N.G.VD. TO PILE TIP. (25' PILE LENGTH) 2. CONCRETE FOR PILES SHALL HAVE A MINIMUM 28 DAY GOMPRE551VE STRENGTH OF 4000 P51. 3. PILES SHALL DEVELOP A MINIMUM AXIAL GAPACITY OF 65.0 KIPS AND A LATERAL LOAD CAPACITY OF 5.0 KIPS. 0 4. REINFORGIN6 SHALL BE IN ACCORDANCE WITH A5TM A-b15 GRADE 60. as 5. PILE INSTALLATION SHALL BE OBSERVED BY A REPRESENTATIVE OF M05BY 4 ASSOCIATES, ING, AND SHALL BE NOTIFIED 48 HOURS PRIOR TO INSTALLATION. CAST IN PLACE CONCRETE I. GONGRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 315- "BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE". 2. CONCRETE 2b DAY COMPRESSIVE STRENGTH SHALL BE A5 FOLLOWS: PILES, PILE GAP, GRADE BEAMS 5,000 P51 4 Q CONCRETE COLUMNS 4000 P51 OR 5000 P51 (SEE NOTE 3) STRUCTURAL BEAMS # SLABS 4000 P51 OR 5,000 P51 (SEE NOTE 3) NON STRUCTURAL SLAB 3,000 P51 3. ALL CONCRETE EXP05EO TO THE WEATHER SHALL BE DESIGNED A5 5,000 P51 WITH 23 GALLONS PER GU. YO OF 06I-5 CORROSION INHIBITOR BY W.R. 6RACE AND WITH A MAX WATER TO CEMENT RATIO OF 0.4. 4. REINFORGIN6 STEEL SHALL BE IN AGGOROANGE WITH ASTM A615 GRADE 60. 5. PROVIDE qO DEGREE CORNER LAP BARS AT ALL BEAM INTERSECTIONS. b. THE MINIMUM CONCRETE GOVERA6E FOR REINFORCIN6 SHALL BE A5 FOLLOWS: s CAST AGAINST EARTH 3 INS FORMED SURFACES EXP05ED TO EARTH AND WEATHER 2 INS CONCRETE NOT EXPOSED TO WEATHER OR EARTH 1 1/2 INS O O N o LJ OZ I af J 0 ? af a N Q W WUU LII Q Lu O Q a Lu N U Z w a o O P O !0 c9 VJ c7 O N N / A W f n f� Q z ' Q W y a O Z a m O O a LL z o m a U ; TIMBER AND PRE-ENGINEERED WOOD TRUSSES z I. SUBMIT TRU55 SHOP ORAWIN65 SEALED BY AN EN61NEER REGISTERED IN THE STATE OF FLORIDA FOR REVIEW PRIOR TO REACTIONS (OL d ILL AND OL d WL) Q FABRICATION. SHOP DRAWINGS SHALL INCLUDE TRU55 LAYOUT, DESIGN LOADS, TRU55 AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRU55 INSTALLATION. DE516N OF TRUSSES SHALL INCLUDE THE J UPLIFT EFFECTS OF A 140 MPH DESIGN WIND LOAD (42 PSF BA51G PRESSURE) UTILIZING SHAPE FACTORS FROM THE ASCE 1. SHOP PRAKIN65 WHIGH DO NOT SHOW HANGERS OR NAILING FOR TRU55 TO TRU55 OR TR155 TO HEADER CONNECTIONS WILL BE REJECTED. A CD �3 („ 2. ROOF SHEATHING SHALL BE 50' MIN. THICK COX SPAN RATED STRUCTURAL SHEATHING, INSTALLED WITH FACE GRAIN PERPENDICULAR TO W SUPPORTS. CONNECT TO ROOF FRAMING WITH 8d GALVANIZED NAILS 4" O.G. AT PANEL EDGES AND b" O.G. IN THE FIELD. PROVIDE 2 X 6 SPACE NAILS AT b" O.G. AT BLOCKING. BLOCKING AT HIPS, RIDGES AND VALLEYS. O 3. FLOOR SHEATHING SHALL BE A MINIMUM OF 23/32" T46 SPAN RATED STRUCTURAL FLOOR SHEATHING INSTALLED WITH FADE GRAIN PERPENDICULAR TO SUPPORTS AND GLUED AND NAILED WITH IOd NAILS AT 12" O.G. IN FIELD AND 6" AT PANEL EDGES. z 4. WALL SHEATHING SHALL BE A MIN. OF 1/2" COX SPAN RATED STRUCTURAL SHEATHING, INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. CONNECT TO ROOF FRAMING WITH Sd GALVANIZED NAILS 3" O.G. AT PANEL EDGES AND b" O.G. Q IN THE FIELD. PROVIDE 2 x 4 BLOCKING AT ALL HORIZONTAL JOINTS. Q 5. PROVIDE 51MPSON HURRICANE STRAPS AT ALL JOINTM;ZU55 TO BEARIN6 CONNECTIONS. PROVIDE MULTIPLE STRAPS AT TRUSS 61RDER5 Qa AS SHOWN ON PLANS. PROVIDE M015TURE BARRIER BETWEEN TRUSSES AND CONCRETE. PROVIDE ADDITIONAL 5TRAP5 AT INTERIOR BEARING AS SHOWN ON DETAILS. D 6. ALL NAILS AND METAL HARDWARE EXP05ED TO THE WEATHER SHALL BE 6ALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAIL5. SPACE NAILS IN 5TRAP5 50 AS NOT TO SPLIT WOOD. ALL STAINLESS STEEL BOLTS SHALL HAVE A MINIMUM YIELD STRENGTH OF 15,000 P51. LL 6. ALL HURRICANE STRAPS AND CLIPS NOTED ON THI5 LAYOUT ARE MODEL NO.'5 OF "51MP505TRON6-TIE". CONTRACTOR MAY SUBSTITUTE EQUAL STRAPS FROM ANOTHER MANUFACTURER. CONCRETE MASONRY NOTES I. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH THE BUILDING GODE REQUIREMENTS FOR MASONRY STRUCTURES ALI 530 / A5GE 5 AND SPECIFICATIONS FOR MASONRY STRUCTURES AGI 530.1 / A5GE 6 LATEST EDITION. 2. GONGRETE MA50NRY SHALL HAVE F4n = 2000 P51 MINIMUM. 3. GONCRETE MA50NRY UNIT5 5HALL BE IN CONFORMANCE WITH A5TM Gq0-15, 6RADE N, TYPE 11. MASONRY UNITS SHALL BE P51 MINIMUM BASED � Z TESTED IN ACCORDANCE WITH A5TM 6140 AND SHALL HAVE A MINIMUM WMPRE551VE 5TREN6TH OF 2000 ON THE NET GRO55 5EGTIONAL AREA. 0 Q 4. GROUT SHALL BE IN CONFORMANCE WITH A5TM G416-80, COARSE TYPE. GROUT SHALL HAVE F'G = 2500 P51 MINIMUM. Q J 5. MORTAR SHALL BE IN ACCORDANCE WITH A5TM G210-&4, TYPE M OR 5. 5 b. PROVIDE PRECAST LINTELS OVER ALL OPENIN66 IN MA50NRY GON5TRIGTIOK LINTELS SHALL HAVE b" MINIMUM BEARING Q EACH END. N.N.O. 1. ALL MASONRY WALLS SHALL BE CONSTRUCTED WITH q GA. LADDER TYPE JOINT REINFORCING SPACED 16" O.G. VERTICALLY LAP AT ALL GORNER5 AND 6" MINIMUM. PRECAST HOLLOW GORE PLANKS QMM I. PRECAST CONCRETE STRUCTURAL UNITS SHALL BE DESIGNED IN ACCORDANCE WITH A.G.I.315, BUILDING CODE REQUIREMENTS W O FOR REINFORCED (ONGRETE AND THE P.G.I. DE-516N HANDBOOK, LATEST EDITIONS. W IMi 2. PRECAST UNITS SHALL BE DESIGNED FOR LOADS PRESCRIBED HEREIN. SHOP DRAWIN65, 516NED AND SEALED BY A FLORIDA ♦^ REGISTERED ENGINEER SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INGLUDE ALL LAYOUTS, INSERTS, SLAB OPENINGS, ETC. Q 3. CONCRETE TOPPING SHALL BE MIN. OF 2" AT INTERIOR AND 3" AT EXTERIOR 5LAB5 AS SPECIFIED ON THE DRAWINGS WITH FIBER MESH CONCRETE AND SHALL BE PLACED IN A(C.ORDANGE WITH THE MANUFACTURER'S 5PE6IFICATION5. DOORS AND WINDOW5 SHEET I. THE DESIGN PRE55URE5 FOR THE WINDOWS AND DOORS SHALL BE NOT LE55 THAN THE VALUES SHOWN IN THE DRAWINGS. si 2. THE WINDOWS, DOORS AND SKYLIGHTS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES OR BE PROTECTED WITH AN APPROVED IMPACT RE515TANT COVERING. 3 OF RODOLFO MLAMIZAR, FL PE MOW 03-425 Q O J z Q Q m w N N O MASTER ELECTRICAL SYMBOLS LEGEND NOTE: THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAWINGS. REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS. LIGHTING POWER CONNECTIONS *D SIGNALING HORN ABBREVIATIONS: * (V) WITH VISUAL SIGNAL (STROBE, 75CD UNLESS NOTED) NOTE: (EM) DENOTES FIXTURE WITH BATTERY BALLAST Q* JUNCTION BOX SIZED PER N.E.C. UNLESS NOTED * (ZD) ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING FIRE ALARM STROBE, MOUNTED 80" AFF AFF ABOVEFINISHEDFLOOR FLUORESCENT FIXTURE - CEILING MOUNTED (VAV) ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING (VVT) ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING ELEVATOR WARNING LIGHT, DO NOT USE ELEVATOR", MOUNTED 48 AFF AFG AL ABOVE FINISHED GRADE ALUMINUM LOCATE ADJACENT TO TO RECALL SWITCH OR ELEVATOR CALL BUTTON. ANNUN ANNUNCIATOR ® FLUORESCENT FIXTURE - CEILING MOUNTED, LIFE SAFETY BRANCH ® PHOTO -ELECTRIC CELL / F FIRE ALARM SYSTEM RACEWAY ARCH ARCHITECT ATS AUTOMATIC TRANSFER SWITCH Q HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED EWH ELECTRIC WATER HEATER CM ZONE INTERFACE DEVICE AWG AMERICAN WIRE GAUGE Q HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED, LIFE SAFETY BRANCH ' M MOTOR CONNECTION, MARK NUMBER WILL IDENTIFY F _AXPI FIRE ALARM ANNUNCIATOR PANEL BFG BLDG BELOW FINISHED GRADE BUILDING EF EQUIPMENT, EF, AHU, CU, ETC. SEE MOTOR CONNECTION SCHEDULE. O HID, FLUORESCENT OR INCANDESCENT FIXTURE - SURFACE MOUNTED FACP FIRE ALARM CONTROL PANEL C CONDUIT NON FUSIBLE HEAVY DULY SAFETY SWITCH, SIZE QI HID, FLUORESCENT OR INCANDESCENT FIXTURE - WALL MOUNTED NF AND NUMBER OF POLES ARE INDICATED. CAT CKT CATALOG CIRCUIT ® 4] UNIVERSAL MOUNTING EXIT LIGHTS, SINGLE AND DOUBLE FACED, 30 3 3R 25 FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE AND NUMBER SECURITY SYSTEM CU C/B COPPER CIRCUIT BREAKER OF POLES ARE INDICATED. C/T CURRENT TRANSFORMERS ARROWS AS SHOWN ON FLOOR PLANS ® SUPERVISORY MAGNETIC DOOR SWITCH & WALL MOUNTED EXIT LIGHTS, SINGLE FACED ENCLOSURE NEMA RATING © CARD KEY READER STATION A DELTA DWG DRAWING &END MOUNTED EXIT LIGHTS, SINGLE AND DOUBLE FACED, DISCONNECT SIZE. CAT. N0. POLES FUSE SIZE EL ELECTRONIC LOCK ARROWS AS SHOWN ON FLOOR PLANS FT FEET a Q SERVICE DOOR WITH ELECTRIC LOCK AND SUPERVISION G GROUND SWITCHES ENCLOSED CIRCUIT BREAKER. KEYPAD GEN GENERATOR GFI GROUND FAULT INTERRUPT SG,b ATS AUTOMATIC TRANSFER SWITCH -SEE RISER DIAGRAM ® LOWER CASE SUBSCRIPTS INDICATE OUTLET CONTROLLED DOOR CONTACT IG ISOLATED GROUND PANELBOARD, LOW VOLTAGE (120/208V) - SEE PANELBOARD SINGLE POLE SWITCH (UNLESS NOTED BY SUBSCRIPT) SCHEDULES AND RISER DIAGRAM © SECURITY LOCKING DEVICE KVA KILOVOLT - AMPERES « (2) DOUBLE POLE KW KILOWATTS (3) WAY DISTRIBUTION PANEL, SEE RISER DIAGRAM (4) WAY WE MCB MAIN CIRCUIT BREAKER (D) DIMMER SWITCH (150OW UNLESS NOTED) ® POWER COMPANY METERING. MCC MOTOR CONTROL CENTER (K) KEY OPERATED T� DRY -TYPE TRANSFORMER, SEE RISER. ❑T POWER COMPANY TRANSFORMER - UNLESS NOTED MCM MISC THOUSAND CIRCULAR MILS MISCELLANEOUS (OS) OCCUPANCY SENSOR FOR CHARACTERISTICS. MLO MAIN LUGS ONLY (WP) WEATHER PROOF PARKING LOT OR ROADWAY HID FIXTURE - NORMAL POWER PARKING LOT OR ROADWAY HID FIXTURE - EMERGENCY POWER NEC NC NELECTRICAL CODE NOORMALRMALL LY CLOSED TELEPHONE SYSTEM (VERIFY BRANCH OF ESSENTIAL ELECTRICAL SYSTEM WITH DRAWINGS) NIL NIGHT LIGHT CIRCUIT CONDUIT AND WIRE NO NORMALLY OPEN T* TELEPHONE OUTLET WALKWAY BOLLARD NTS NOT TO SCALE CONDUIT CONCEALED IN WALLS OR ABOVE CEILINGS * (C) TELEPHONE OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR NIC NOT IN CONTRACT BACKSPLASH. MAXIMUM 48" TO CENTER. FLOODLIGHT / - CONDUIT CONCEALED UNDERGROUND OR IN SLAB (W) WALL TELEPHONE OUTLET, MOUNT 48" AFF PHASE UNLESS NOTED OTHERWISE POLE POS POINT OF SALE / CONDUIT HOMERUN - CONDUCTORS ARE CAT. NO. 12 AWG CU (P) COIN OPERATED PAY TELEPHONE OUTLET, MOUNT AT PVC POLYVINYL CHLORIDE UNLESS OTHERWISE INDICATED. (SEE SPECIFICATIONS FOR 48" AFF UNLESS OTHERWISE DIRECTED. GENERATOR - SEE RISER DIAGRAM P/T POTENCIAL TRANSFORMER DERATING OF CONDUCTORS BASED ON CIRCUIT LENGTH AND CONDUCTORS IN A CONDUIT) TELEPHONE OUTLET IN FLOOR BOX R RECESSED - - - - - CONDUIT EXPOSED ON WALLS OR CEILINGS © TELEPHONE OR POWER HANDHOLE SCR SHORT CIRCUIT RATING SURF SURFACE — - - — EXISTING CONDUIT / T TELEPHONE SYSTEM RACEWAY/CABLE TTB TEL TELEPHONE CONDUIT TURNED UP OR DOWN IN WALL TELEPHONE TERMINAL BOARD. UG UNDERGROUND _UE— UTILITY COMPANY CONDUIT TELEVISION SYSTEM UNIV LINO UNL SSSAL NOTED OTHERWISE ©* TELEVISION OUTLET V VOLTS RECEPTACLES * (C) TELEVISION OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR BACKSPLASH. MAXIMUM 48" TO CENTER. W WATTS DUPLEX RECEPTACLE WP WEATHERPROOF * « (G) DUPLEX GFCI RECEPTACLE PJ VIDEO PROJECTOR WPG WEATHERPROOF WITH GROUND (IG) DUPLEX ISOLATED GROUND RECEPTACLE. ® PLASMA SCREEN -RECESSED CLOCK OUTLET AT 5'-0 AFF FAULT INTERRUPT (EWC) ELECTRIC WATER COOLER, COORDINATE LOCATION WITH PLUMBING XFMER TRANSFORMER INSTALLER. LOCATE GFCI RECEPTACLE CENTERED UP UNDER COOLER. TVEC TELEVISION EQUIPMENT CABINET (WPG) DUPLEX GFCI RECEPTACLE, WEATHERPROOF COVER Y WYE DUPLEX RECEPTACLE, MOUNT 4" ABOVE COUNTER OR BACKSPLASH. FIRE ALARM SYSTEM MAXIMUM 48" TO CENTER. QUADRAPLEX RECEPTACLE IN TWO GANG BOX COVER. NOTE: (D) DENOTES DUCT MOUNTED 5-20 (C) DENOTES CEILING MOUNTED SPECIAL OUTLET, SUBSCRIPT INDICATES NEMA CONFIGURATION NUMBER (F) DENOTES FLUSH WALL MOUNTED (UF) DENOTES UNDER FLOOR ACCESS ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING (WP) DENOTES WEATHERPROTECTED ED THERMAL DETECTOR, FIXED + RATE -OF -RISE DATA DISTRIBUTION FX THERMAL DETECTOR, FIXED TEMP. 0* DATA OUTLET, FLUSH WALL MTD. 18" AFF UNLESS NOTED OTHERWISE SMOKE DEFECTOR -PHOTO * (# PROVIDE COVERPLATE WITH NUMBER OF PORTS AS SHOWN. C MOUNT 4" ABOVE COUNTER FOR BACKSPLASH �F MANUAL STATION (S SURFACE WALL MOUNTED 18 AFF (W) RECESSED WALL MOUNTED 48 AFF ® KNOX BOX, MOUNTED AT 7'-0" AFG OR 0 HEIGHT INDICATED ON FLOOR PLAN. Q* COMBINATION DATA/TELEPHONE OUTLET, FLUSH WALL MTD. 18" AFF UNLESS NOTED OTHERWISE ® CONTROL RELAY * (#) PROVIDE COVERPLATE WITH NUMBER OF PORTS AS SHOWN. (CMOUNT 4" ABOVE COUNTER OR BACKSPLASH ® REMOTE TEST INDICATOR SURFACE WALL MOUNTED 18" AFF P RECESSED WALL MOUNTED 48" AFF fSQ_Hl DOOR HOLDER/CLOSER WITH INTEGRAL SMOKE DETECTOR / 0 DATA SYSTEM RACEWAY/CABLE P-71 MAIN DATA FRAME 00 cV FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL LAMPS VOLTAGE MOUNTING A PARALOUVER FLUORESCENT, RECESSED, 2FT X 4FT, STATIC, 3 LAMP 100 3 32 T8 120 RECESSED DESIGN MAKE: DAY BRITE CAT. NO. 2 LP3 G C 3 32 36 AL 120 ASC OR APPROVED EQUAL B PARALOUVER FLUORESCENT, RECESSED, 2FT X 4FT, STATIC, 3 LAMP 68 2 32 T8 120 RECESSED DESIGN MAKE: DAY BRITE CAT, NO. 2 LP3 G C 2 32 36 AL 120 ASC OR APPROVED EQUAL C PARALOUVER FLUORESCENT, RECESSED, 2FT X 2FT, STATIC, 2 LAMP 34 1 32 T8 120 RECESSED DESIGN MAKE: DAY BRITE CAT. NO. 2 LP3 G C 2 32 36 AL 120 ASC OR APPROVED EQUAL ENCLOSED AND GASKETED INDUSTRIAL, FLOURESCENT FIXTURE 68 2 32 T8 120 SURFACE D DESIGN MAKE: LITHONIA CAT. NO. DM 2 32 277 GEB GLR OR APPROVED EQUAL EQUAL E COMPACT FLUORESCENT OPEN DOWNLIGHTING, 6" APERTURE TRIPLE TUBE 34 1 32 TRT 120 RECESSED VERTICAL LAMP. DESIGN MAKE: LIGHTOLIER CAT. NO. 8021CCLW OR APPROVED EQUAL EQUAL F FLOURESENT VAPORPROOF FIXTURE, NON METALLIC COMPACT 26 1 26 - 120 SURFACE DESIGN MAKE: CANLET CAT. NO. 68FWF26N2G-GSC OR APPROVED EQUAL G WALL LIGHT FIXTURE 32 1 32 TRT 120 WALL DESIGN MAKE: LITHONIA CAT. NO. CFV8 32TRT 8AR 120 K WALL MOUNTED LIGHTING, COMPACT FLOURESCENT 50 1 42 TRT 120 WALL DESIGN MAKE: UTHONIA #WSR 2/42TRT MD 120 SF LPI OR APPROVED EQUAL X1 EXIT SIGN, SINGLE FACE, THERMOPLASTIC HOUSING, UNIVERSAL MOUNT, INDIRECT LED TYPE, RED 2D 2 - LED 120 UNIV. LETTERS, EMERGENCY OPERATION. DESIGN MAKE: LIGHTOLIER CAT. NO. ILL N 1 R W OR APPROVED EQUAL X2 EXIT SIGN, DODUBLE FACE, THERMOPLASTIC HOUSING, UNIVERSAL MOUNT, INDIRECT LED TYPE, 20 2 - LED 120 UNIV. RED LETTERS, EMERGENCY OPERATION. DESIGN MAKE: LIGHTOLIER CAT. NO. LL N 2 R W OR APPROVED EQUAL SA AREA & ROADWAY LUMINAIRE 300 1 250 MH MULTI -TAP POLE DESIGN MAKE: PEMCO LIGHTING CAT. NO. NPT II SP4 250MH R-3 MT BZ OR APPROVED EQUAL SQUARE TAPERED STEEL POLE ANCHOR BASE DESIGN MAKE: PEMCO LIGHTING CAT. NO. 5320-STS/11 5"X3" 20' SQUARE TAPERED STEEL 11 OR APPROVED EQUAL SB CONTEMPORARY BOLLARDS 120 1 100 MH MULTI -TAP GROUND DESIGN MAKE: PEMCO LIGHTING CAT. NO. CAV1 42" 10OMH MT BZ CLPOLY CLR5G OR APPROVED EQUAL LIGHITNG FIXTURE SCHEDULE NOTES: 1. PROVIDE ALL FLUORESCENT LIGHTING FIXTURES WITH ELECTRONIC BALLAST AND "T8' LAMPS, CONTRACTOR SHALL UTILIZE 2,3, OR 4 LAMP BALLASTS WHEREVER POSSIBLE MASTER/SLAVE OPERATION WHILE MAINTAINING SWITCHING ARRANGEMENTS INDICATED ON DRAWINGS. 2. ALL LIGHTING FIXTURES UTILIZING PL OR BIAX LAMPS SHALL HAVE ELECTRONIC BALLAST AND LOW IRIDESCENSE. 3. CONTRACTOR SHALL CAREFULLY COORDINATE THE LIGHTING FIXTURE TRIM TYPES WITH THE TYPE OF CEILING WHERE LIGHTING FIXTURES ARE TO BE INSTALLED MODIFY FIXTURE CATALOG NUMBER FROM THAT SHOWN ABOVE TO THAT REQUIRED TO COORDINATE WITH CEILING TYPE/CONSTRUCTION. 4. ALL BALLASTED FIXTURES TO HAVE IN -LINE FUSE AND FUSE HOLDER. REVISIONS: U ui cq Q ' 0!� LL Zw U- yy = U F-w 0 :3 N W m > w U O Z o cc OJ it Q Z Q Q Z CW Q m w ARCHITECT SEAL THOMAS S. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE32166 DATE: 07/11/04 PROJECT NO: 0312 SCALE: NM SHEET NO: 3 .;1- cJ 0 V C — O .. W = p J 'j Lli J U Li cn J U-) CD Q J REVISIONS: KEYNOTES 0: ❑1 EXTERIOR LIGHTING SHALL BE CONTROLLED BY TIMECLOCK AND PHOTOCELL. PROVIDE (4)FOUR 2-1/2" DIA. CONDUITS FOR COMMUNICATION ROOM TO RUNWAY LIGHTING VAULT. SITE PLAN - POWER + LIGHTING SCALE: 1/16 - 1 -0 . CV CD �00 Lu jCD II V n - O LLJ � � J J U � LL Cn Jcn O - Q J FURNISHED, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR 18'-0" ABOVE FINISHED PAVEMENT UNLESS OTHERWISE NOTED FACTORY DRILLED POLE TO MATCH LIGHT FIXTURE ARM 4"x 6" GASKETED HAND HOLE ELECTRICAL CONTRACTOR TO CONNECT GROUND WIRE TO GROUNDING LUG LOCATED INSIDE POLE 1"x 45' CHAMFER E.C. SHALL PAINT ALL EXPOSED CONCRETE — SURFACES WITH MINIMUM TWO COATS OF DARK BROWN PAINT (OIL BASE) TO MATCH POLE COLOR. f 4" I II 4000 PSI CONCRETE BASE 20" DIAMETER CD I IIIII CN 1 i u FACTORY FINISHED POLE, ROUND, ALUMINUM, TAPERED. ANCHOR BOLTS ON 7-1/2" BOLT CIRCLE - VERIFY WITH MANUFACTURER PRIOR TO CASTING POLE BASE - TYPICAL #3 REINFORCING TIES 12' ON CENTER FINISHED GRADE EXOTHERMIC CONNECTION (BOTH ENDS) PIPE SLEEVE WITH COVER SET FLUSH WITH FINISH. I I J 3/4"x 10' COPPERWELD GROUND ROD _ — #6 BARE GROUND WIRE PVC CONDUIT - REFER TO FLOOR PLAN FOR LOCATION AND - — QUANTITY GALVANIZED STEEL TO PVC CONDUIT CONNECTOR GALVANIZED CONDUIT OR PVC (5)#5 VERTICAL REINF. BARS -YPE "SA" DETAIL N.T.S. U w ca Q I cc: -j LL Z LL Q = cj U �w d' 0 omC14 CV m w U Z U a: cl) 0 Z Eff 0 [JL Q Z Q� Q ZCW a F- Q m w U) ARCHITECT SEAL THOMAS B. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE32166 DATE: 07%1/04 PROJECT NO: 0312 SCALE: 1/189 -1'-09 SHEET NO: E-2 REVISIONS: 1�►COil =6-1 EXACT LOCATION OF LIGHT FIXTURES WITH AL REFLECTED CEILING PLAN AND 'RIOR TO ANY ROUGH -IN. OTES 0: JCH CIRCUIT WRING FOR NIGHT LITE AHEAD -HING/PHOTOCELL/CONTACTOR. JCH CIRCUIT WIRING FOR EXIT LUMINAIRE NCY LIGHT AHEAD OF ALL SWITCHING. HTING SHALL BE CONTROLLED BY TIMECLOCK ELL, CTION BOX FOR ROTATING BEACON LIGHT. ' OTHERS. LP-5 5 ll U uj U�C4'I co Q '0 -iU- M LL. �Q=, U FQ� �W 0 N J �w� m w U U Q F_ CQ 0 Z � Z Q Q ZfW Q m w ARCHITECT SEAL THOMAS S. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE32166 DATE: 0%/11/04 PROJECT NO: =2 SCALE: SHEET NO- U co o ?C14 II V — O D � J LLJ L� (n J cn CD - Q J REVISIONS: 25A 3R LP-4 _ _.. . .... ...........13 :15 1" GENERAL NOTES: A. COORDINATE EXACT LOCATION OF RECEPTACLE OUTLET AND TELEPHONE/DATA OUTLET, FIRE ALARM, SECURITY SYSTEM WITH FURNITURE PLAN PRIOR TO ANY ROUGH -IN. B. COORDINATE EXACT LOCATION OF DISCONNECT SWITCH FOR AHU & CU WITH MECHANICAL PLAN PRIOR TO INSTALLATION. KEYNOTES 0: PROVIDE CABLE TO SATELITE DISH UP TO ROOF, EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE AND EMERGENCY LIGHT AHEAD OF ALL SWITCHING. PROVIDE JUNCTION BOX FOR ELECTRIC HURRICANE SHUTTERS TYPICAL FOR (4)FOUR. PROVIDE JUNCTION BOX FOR ELECTRIC DOORS TYPICAL FOR (2)TWO. REFER TO DRAWING NO. E-8, DETAIL 1 & 2 FOR DOOR DETAILS. PROVIDE UNDERGROUND CONDUIT FOR DOOR RELEASE. VOICE/DATA RACK MAYBE RELOCATED TO A MORE CONVENIENT LOCATION BY OWNER. M /1r" n Ml A A 1 ____ Mr1\A/CE2 A A IM nVnTCL AO ARCHITECT SEAL THOMAS 8. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE32188 DATE: 07/11/04 PROJECT NO: =2 SCALE: IN - r_0. SHEET NO: � co 0 co — 0 D W � J ij W Q � U ? L� Cn Jcn O _ Q J REVISIONS: I H..�.. KEYNOTES N DN ❑1 CONNECT TO ROOF MOUNTED AC EQUIPMENT. A { TYPICAL. 1 H,,»,»,, +»,:.,,,� .,+ ,,,,N„N..,.:. �� ,� 471- r,,,, ,,,,_ ,,�...,++.,...,.,: ❑ BOND TO DRAIN -TYPICAL. ❑ BOND TO SCUPPER -TYPICAL. I 1 ww ® BOND TO REINFORCING STEEL AT INTERVALS NOT I I EXCEEDING 100 FEET. W Y - 1 ❑5 BOND TO STRUCTURAL STEEL FRAMEWORK AT INTERVALS NOT EXCEEDING 200 FEET. 1 .W / z % \% x ,p� -- _ _ _ _ _ _ _ _ ax � � "'"'D. +q, � •tx ''c,0�£ � t � s % � is <� 2Rs, # �,e`. M1/ '^,, h> DN 40o/ " +y , v 4,,, a <> as "i `"sy '"*',, ">. . �R G 5L r vk ...."'l`.Y...,•,> r k , ., 3 , w> DN 5 , � .. 5 $ s '; •� `� 'pow,, < ''aya d ,�+.,.,.,s...,..,.::,.,:>:,...,,,::: y:,,.:,:,,.,,�..,v.... / 3 � � � 's � 5 '& ..,�.,,,u I r s r �� `�� ¢g§ gg§ �� s � d d 5 g€ � �„ �; f � '�•,'°', D(� �.: � z�.� � 3 $g � € d :.:..n•:::.:.....:::.:::.»..,,..:+ i' Y 4 I 4 # � �''x;, �"'•„'. fi e � a �u � ''v°o, ♦ � 55 £€ � y L 4+�,, ` g fik 5 ..,�,..,�,� I ::..:........�:.:.:....:.....a.....,.� 5 5i, I N I 5 4, g € 5 5i, `'aa V`"'' y� .> 40: P ♦ wx,,,. r E g g � y g s xy : I u " 5 a� s : .v„nfC.'wKY1.C+'Y355: "WYYYYY,K,YYX�UW/fi/��v,\\ h , 5 fi \.I 8 _"". ..._„_ RR' r•.'d5 hqk` . v �3 G 5'5 Y 5 44 dXXX Q,,, + €i „ v , 8` r d ¢¢ yy ,F 7i ♦ a'y k I a, , I € 5 € 'c � q € '�, ♦ �'''"a, � "''ems F t � I a '2 : o w � � v .01 x I�w DN loo, / k 5 , 2 `"'w ''•+.•;;�,yi4°, ;','"' F.' °` 5 ,5 '+� # vy `'2'Yy, „y" I .01 yG I °, '+u a. ♦ �:.�:�-::--„�, —&.., # :.tea'`:.=.:' —,: ,.1�:�„ .�.,�.r. N el a ` - - - wy ............ .....". _... ,........... _.._.�........."...m. _.....,__. _ ROOF PLAN -LIGHTNING PROTECTION SYSTEMS '�;. SCALE. 1 8 - 1 -0 V41M4 ------------- ryti,.:::.......:.:.:. .«,�.i„.N�. •off ".n ttxwis�F,sia'ris'.>vwwvir Ih , 5 ti I ,� � s i' � k � s � � I d LIGHTNING PROTECTION SYMBOLS COUNTERPOISE CONDUCTOR d � � MAIN L.P. CONDUCTOR BONDING CONDUCTOR I Ia I Q AIR TERMINAL skrymsr:su�sv.+ y��smss3�.s+.uus... uk� rrs: r�i/,�,,a" ,.ra.+. zxs�ss„sr: 1 arms` f - EXOTHERMIC BOND s s 1 DN s s y DN I A EXOTHERMIC TEE CONNECTION DN h+' 1 DOWN CONDUCTOR LOCATION IDN OCi ASS'OCG4 TE0 M. Consul ft Enl h"re OrMnda • Ft Prbres West Pain Beach • F1 Myer+ 427 Centerpointe Circle, Suite 1825 ARamonte Springs, FL 32701 (407) 332-5110 Fax (407) 332-7704 WWW.Ociassociatea.com ASSOCIA TES cISIUMATE of AUMOMATION easel INC. U Lu U �C'>� aI0 Ca I W 0 � Z ILL Q = U M �Q� 0 � m N �w� J m> w d M 0 eeeeeeee� 0 Z 0 L.L Lu Q a z a.^) Vi a C0 Q m w a) ARCHITECT SEAL THOMAS 6. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1a25 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE32166 DATE: 0%/1/04 PROJECT NO: =2 SCALE: 1/8, - T-w SHEET NO: PANEL LP-, SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION ELECT. RM. RATING 225A MLO MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A 08 I OC OA 0B 0C TRIP POLES L-RM. 301-304 20 1 1.07 1 2 1.16 20 1 L-RM. 105,305-308 L-RM. 104,300 20 1 0.86 3 4 0.50 20 1 E-EWC R-RM. 301, 302 20 1 0.90 5 6 1.08 20 1 R-RM. 105,306-308 R-RM. 300,305,306 20 1 1.26 7 8 1.08 20 1 R-RM. 303,304 R-RM. 103 20 1 0.54 1 9 110 0.60 20 1 SPARE R-RM. 104 20 1 0.90 11 12 0.60 20 1 SPARE E-ELECTRIC DOOR 20 1 1 0.50 13 14 0.80 20 1 A -REF M-CP-1 20 1 0.50 15 161 2.80 1 35 2 E-EWH-1 H-CU-4A 30 2 1.56 1718 2.80 E- H- 1.56 19 20 3.90 40 2 H-AHU-4A H-CU-413 30 2 1.56 21 22 3.90 H- H- 1.56 23 24 3.90 40 2 H-AHU-4B H-CU-5A 30 3 2.00 25 26 3.90 H- H- 2.00 27 28 4.00 40 2 H-AHU-5B H- 2.00 29 30 4.00 H- SPARE 20 1 0.60 31 32 0.60 20 1 SPARE SPARE 20 1 0.60 33 34 0.60 20 1 SPARE SPARE 20 1 0.60 135136 0.60 20 1 SPARE SPACE - 1 0.00 137138 0.00 1 - 1 SPACE SPACE - 1 0.00 39 40 0,00 - 1 SPACE SPACE - 1 0.00 41 42 0.00 - 1 SPACE TOTALS 6.99 6.06 7.52 11.44 12.40 12.98 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 3.09 1.25 3.86 0.00 RECEPTACLES - 1 ST 10 KVA 5.76 1.00 5.76 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 1 0.00 HVAC 35.84 1.00 35.84 MOTORS 0.50 1.00 0.50 EQUIPMENT 6.60 1.00 6.60 APPLIANCE 0.80 0.75 0.60 SPARE/SPACE 4.80 1.00 1 4.80 OTHER 0.00 1.00 1 0.00 TOTAL KVA AMPS 57.39 159.30 1 57.96 160.89 PANEL LP-4 SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION ELECT. RM. RATING 225A MLO MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A OB OC 0A 1 08 0C TRIP IPOLES L-RM. 508 20 1 1.00 1 2 1.25 20 1 L-RM. 407-411 L-RM. 400 20 1 0.65 3 4 1.38 20 1 R-RM. 107,401-406 R-RM. 107,402 20 1 1,08 5 6 0.72 20 1 R-RM. 403,404 R-RM. 409,410 20 1 1.08 7 8 1.08 1 20 1 R-RM.400,405,406 R-RM. 407,408 20 1 1.08 9 110, 1.26 1 20 1 13-13M. 108 SPARE 20 1 0.60 11 12 0.60 20 1 ISPARE H-CU-1 A 30 2 1.56 13 14 3.90 40 2 H-AHU-i A H- 1.56 1516 3.90 H- H-CU-1 B 30 2 1.56 17 18 3.90 40 2 H-AHU-1 B H- 1.56 19 20 3.90 H- H-CU-58 30 1 3 1 2.00 1 211221 4.00 40 2 1 H-AHU-5A H- 2.00 23 24 4.00 H- H- 2.00 25 26 0.60 20 1 SPARE SPARE 20 1 0.60 27 28 0.60 20 1 SPARE SPARE 20 1 0.60 29 30 0.60 20 1 SPARE SPACE - 1 0.00 31 32 0.60 20 1 SPARE SPACE - 1 0.00 33 34 0.60 20 1 SPARE SPACE - 1 0.00 35 36 0.60 20 1 SPARE SPACE - 1 0.00 37 38 0.00 - 1 SPACE SPACE - 1 0.00 39 40 0.00 - 1 SPACE SPACE - 1 0.00 41 42 0.00 - 1 SPACE TOTALS 7.20 5.89 5.84 11.33 11.74 10.42 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 2.90 1.25 3.63 0.00 RECEPTACLES - 1 ST 10 KVA 7.68 1.00 7.68 NOTES: RECEPTACLES -ABOVE 10 KVA 0.00 0.50 0.00 HVAC 35.84 1.00 35.84 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 6.00 1.00 6.00 OTHER 0.00 1.00 0.00 TOTAL KVA (AMPS) 52.42 (145.50) 53.15 147.52 SERVICE LOAD CALCULATION (PER NEC ARTICLE 220) CONNECTED(KVA) DFF DEMAND(KVA) MDP 190.38 1.0 190.38 A 81 1.0 81 ELP-1 7.86 -- 8.66 TOTAL 280.04 280.04 KVA 0 208V-30-4W = 777.31 A TOTAL 777.31 A USE 800A MCB PANEL LP-2 SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION ELECT. RM. RATING 225A MLO MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB 0C 0A OB OC TRIP POLES L-RM. 203-209 20 1 1.55 1 2 1.80 20 1 L-RM. 101,201,202 L-RM. 200 20 1 0.73 3 4 0.90 20 1 R-RM.101 R-RM. 200,205,206 20 1 0.90 5 6 0.72 20 1 R-RM. 202 R-RM. 202 20 1 0.90 7 8 1.26 20 1 R-RM. 200,203,204 SPARE 20 1 1 0.60 9 110 1 0.72 20 1 R-RM. 202 R-RM. 207,208 20 1 0.72 11 12 0.60 20 1 ISPARE H-AHU-3A 40 2 4.00 1314 2.00 30 3 H-CU-3A H- 1 4.00 1 15 161 2.00 H- H-AHU-38 50 2 4.90 1718 2.00 H- H- 4.90 19 20 2.00 30 3 H-CU-313 SPARE 20 1 0.60 21 22 2.00 1 IH- SPARE 20 1 0.60 23 24 2.00 H- SPARE 20 1 0.60 25 26 0.60 20 1 SPARE SPARE 20 1 0.60 27 28 0.60 20 1 SPARE SPARE 20 1 0.60 129 30 0.60 20 1 SPARE SPACE - 1 0.00 31 32 0.00 - 1 SPACE SPACE - 1 0.00 33 34 0.00 - 1 SPACE SPACE - 1 0.00 35 36 1 0.00 - 1 SPACE SPACE - 1 0.00 37 38 0.00 - 1 SPACE SPACE - 1 0.00 39 40 0.00 - 1 SPACE SPACE - 1 1 0.00 41142 0.00 - 1 SPACE TOTALS 11.95 6.53 1 7.72 7.66 6.22 5.92 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 4.08 1.25 5.10 0.00 RECEPTACLES - 1ST 10 KVA 6.12 1.00 6.12 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 29.80 1.00 29.80 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 6.00 1.00 6.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 46.00 (127.68) 47.02 130.51 ) PANEL LP-5 LOCATION ELECT. RM. SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 RATING 60A - MLO MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR I LOAD DESCRIPTION TRIP POLES OA OB 0C 0A 06 0C TRIP POLES L-BOLLARDS - SIDEWALK 20 2 0.60 1 2 0.70 20 2 L-PARKING LIGHT - POLES L- 0.60 3 4 0.70 L- L-EXTERIOR 20 1 0.00 5 6 0.75 20 2 L-PARKING LIGHT - POLES L-BEACON 20 1 1.00 1 7 B 0.75 L- L-LIGHTING 20 1 1 0.80 9 10 0.60 20 1 SPARE SPARE 20 1 0.60 11 12 0.60 20 1 SPARE SPARE 20 1 0,60 1314 0.60 20 1 SPARE SPACE - 1 0.00 15 16 0.00 - 1 SPACE SPACE - 1 0.00 17 18 0.00 - 1 SPACE TOTALS I Z20 1 1.40 10.60 >< 2.05 1 1.30 1 1.35 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 5.90 1.25 7.38 0,00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 3.00 1.00 3.00 OTHER 0.00 1.00 0.00 TOTAL KVA (AMPS) 8.90 24.70) 10.38 28.80 MDP LOAD CALCULATION (PER NEC ARTICLE 220) CONNECTED(KVA) 2E DEMAND(KVA) LIGHTING 23.02 1.25 28.78 RECEPTACLES 25.14 FIRST 10 KVA a 1.0 10 REMAINDER ® 0.50 7.57 APPLIANCE LOADS 2.00 0 0.75 1.50 EQUIPMENT LOADS 6.60 ® 1.00 6.60 OTHER LOADS 11.00 ® 1.00 11.00 HVAC LOADS HEATING LOAD 77.40 COOLING LOAD 24.544 LARGER BETWEEN HEATING AND COOLING 77.40 a 1.00 77.40 TOTAL 142.85 +25% LGST MOTOR 2.25 +25% LTG 7.20 TOTAL 152.30 152.30 KVA ® 208V-30-4W = 422.74 A ALLOWANCE FOR FUTURE GROWTH ® 25% = 105.70 A TOTAL 528.44 A USE 600A MCB PANEL LP-3 SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION ELECT. RM. RATING 225A MLO MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPT10N TRIP POLES OA OB OC OA OB OC TRIP IPOLES L-RM. 500-504 20 1 1.00 112 1.27 20 1 L-RM. 501,502,506-508 SPARE 20 1 0.60 3 4 0.90 20 1 R-RM. 502 R-RM. 502 20 1 0,54 5 6 0.54 20 1 R-RM. 502 R-RM. 500,503,504 20 1 0.90 1 7 8 0.54 20 1 IR-RM. 506-508 R-RM. 509,510 20 1 0.72 9 10 0.60 20 1 SPARE R-RM. 501 20 1 0.72 11112 0.72 20 1 R-RM.509,510 SPARE 20 1 0.60 13114 0.60 20 1 SPARE SPARE 20 1 0.60 1151161 0.80 1 20 1 1 A -REF SPARE 20 1 0.60 171181 0.60 20 1 SPARE H-AHU-2 60 2 4.90 191201 2.40 40 3 H-CU-2 H- 4.90 2122 2.40 H- H-AHU-6 60 2 4.90 23 24 2.40 H- H- 4.90 25 26 2.40 1 40 3 H-CU-6 SPARE 20 1 0.60 27 28 1 2.40 H- SPARE 20 1 0.60 29,30 1 2.40 H- SPARE 20 1 0.60 31 32 0.60 20 1 SPARE SPARE 20 1 0.60 33 34 0.60 20 1 SPARE SPARE 20 1 1 0.60 35 36 1 0.60 20 1 1 SPARE SPACE - 1 0.00 37 38 0.00 - 1 SPACE SPACE - 1 0.00 39 40 0.00 - 1 SPACE SPACE - 1 1 0.00 41142 0.00 - 1 SPACE TOTALS 12.90 8.02 1 7.96 7.81 7.70 7.26 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 2.27 1.25 2.84 0.00 RECEPTACLES - 1ST 10 KVA 5.58 1.00 5.58 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 1 0.00 HVAC 34.00 1.00 1 34.00 MOTORS 0.00 1.00 1 0.00 _ EQUIPMENT 0.00 1.00 1 0.00 APPLIANCE 0.80 0.75 0.60 SPARE/SPACE 9.00 1.00 9.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 51.65 143.37 52.02 144.39 ) PANEL ELP-1 LOCATION ELECT. RM. SERVICE 120/20BV-30-4W MINIMUM BREAKER AIC 22,000 RATING 100A - MLO MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA 0B I OC OA OB OC TRIP POLES L-CORR. 20 1 0.30 1 2 0.40 20 1 L-CORR. L-RM.509 20 1 1.50 3 4 0.80 20 1 E-FACP E-ELECTRIC SHUTTERS 20 1 0.60 5 6 0.60 20 1 E-ELECTRIC SHUTTERS L-BEACON 20 1 1.00 7 8 0.36 20 1 E-TTB E-ELECTRIC DOOR 20 1 0.50 9 10 0.60 20 1 SPARE SPARE 20 1 0.60 11 12 0.60 20 1 SPARE SPARE 20 1 0.60 13 14 5.00 60 3 E-LIFT STN. SPARE 20 1 0.60 15 16 5.00 E- SPACE 20 1 0.60 17,18 1 5,00 E- SPACE - 1 0.00 19 20 0.00 - 1 SPACE SPACE - 1 1 1 0.00 21 22 0.00 - 1 SPACE SPACE - I 1 1 0.00 23 24 0.00 - 1 SPACE TOTALS 1 1.90 1 2.60 1 1.80 5.76 1 6.40 1 6.20 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 3.20 1.25 4.00 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 17.86 1.00 17.86 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 3.60 1.00 3.60 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 24.66 68.45 25.46 70.67 REVISIONS: ARCHITECT SEAL THOMAS B. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE32188 DATE: 07/1/04 PROJECT NO: =2 SCALE: NM SHEET NO: TO FPL r A I II T nI Innr AIT kInTC C. REVISIONS: IE z 11 UTILITY COMPANY PAD MOUNTED I IAvLI VVI\I.LI. THERE SHALL BE A U.L. SERIES RATING BETWEEN THE LOADSIDE DEVICE IN THE SERVICE ENTRANCE EQUIPMENT AND THE DOWNSTREAM BREAKERS IN THE PANEL BASED ON THE ....11 A Ml r ru u T nl lour►IT /ulltl I Inikir, kAnTno rnkapIAI ITI(1M) AT THE I INF SInF OF THE MECHANICALLY HELD CONTACTOR 8-POLE TYPICAL ELECTRICAL RISER N. T.S. TING CIRCUITS PER NDICATED ON THE PLANS U O J m W U 0 C\lF, coI coop I c X LLJ °LL zu- = Q U� W �m� N 40 Lu cr_ z Q Q m w 0 Q m a) ARCHITECT SEAL THOMAS B. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE IS25 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE32166 DATE: 07/11/04 PROJECT NO- =2 SCALE: NM SHEET NO: ELECTRICAL ONE —LINE DIAGRAM N. I.S. REVISIONS: BACK TO SECURITY HEAD END JUNCTION BOX n n u u u u � n '[---TYPICAL CONCEALED CONDUIT REQUEST TO EXIT MOTION II II WITH SINGLE GANG MUD ii IIII I�— 1/2" FLEX TO RING MOUNTED HORIZONTALLY II II II 7/8"0 HOLE IN DOOR FRAME II [ PROTECTED SIDE u n n u Ab u n n u u n n u " ° I .3/4" n II n u n u u u II ELECTROMAGNETIC LOCKS 3/4" ° WITH MONITOR SWITCH PROTECTED SIDE ] " u n u II ' II II i � 11 II PUSH BUTTON MOUNTED ON i 44 GANG BOX WITH 2x4 MUD " u RING I I CARD READER MOUNTED ON [ PROTECTED SIDE ] r_ A-40 GANG BOX WITH 20 MUD RING [ UNPROTECTED SIDE ] DOUBLE DOOR WITH ACCESS CONTROL + ELECTROMAGNETIC LOCK DETAIL #4 GREEN, INSULATED, COPPER GROUND TO COMPUTER POWER RECEPTACLE PANEL GROUND IN 1/2" EMT. #6 AWG GREEN, INSULATED, COPPER GROUND TO NEAREST BUILDING STEEL I -BEAM. SLEEVE W/ EMT TO CEILING SPACE. INCOMING VOICE TIE CABLE BACK TO SECURITY HEAD END REQUEST TO EXIT MOTION " WITH SINGLE GANG MUD RING MOUNTED HORIZONTALLY II [ PROTECTED SIDE ] II u u u u u u u u u u u u 3/4" —Ilm IIII n u u PUSH BUTTON MOUNTED ON II 40 GANG BOX WITH 2x4 MUD RING [ PROTECTED SIDE ] JUNCTION BOX r � n 1/2" FLEX TO --� 7/8"0 HOLE IN DOOR FRAME u II e TYPICAL CONCEALED II CONDUIT u u lael ----- 3/4' u n u n u u u u u n II ELECTROMAGNETIC LOCK WITH MONITOR SWITCH " [ PROTECTED SIDE ] u I I I I II n n u n Ii CARD READER MOUNTED ON 44 GANG BOX WITH 2x4 MUD RING [ UNPROTECTED SIDE ] SINGLE DOOR WITH ACCESS CONTROL -I- ELECTROMAGNETIC LOCK DETAIL N.T.S. E—g N.T.S. 48 PORT PATCH PANEL (VOICE) 48 PORT PATCH PANEL (STATION) 48 PORT PATCH PANEL (STATION) 48 PORT PATCH PANEL (STATION) E-8 7' FREESTANDING RACK WIRE MANAGEMENT VPP ®®®® WIRE MANAGEMENT PPP WIRE MANAGEMENT o ®®®® PPP WIRE MANAGEMENT O®90m®®® PPP w w Q Q 3 3 U U w w QD RACK DETAIL TYPICAL VOICE/DATA MOUNTING BOLT \ W/ISOLATED RELAY WASHERS RACK BASE RUBBER GROUNDING FMAT F CEMENT OR TILE BASE POWER STRIP 42 PORT FIBER PATCH PANEL BASE RACK MOUNTING DETAIL SCALE: NTS SIZE PER ONE LINE DIAGRAM GROUND RING NEC ART. 250-81(d) CONCRETE ENCASED ELECTRODE (EUFER GROUND) EXOTHERMIC CONNECTION MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUND WATER METER r----------, r----------, r----------, 3/4' X 20 COPPERWELD I I ' AHU ' I I ' ' I I ' ' GROUND ROD (2 MIN) — RELUAYDOWN L CONTROL PANEL ; RELAYDO CONTROL PANEL ; WN WN RELAYDO L CONTROL PANEL J SUPPLY RETURN SUPPLY RETURN SP RETURN D D D D D r7 SERVICE GROUNDING DETAIL COPPER SUPERVISORY SUPERVISORY RYN.T.S. E_8 ALARM ONLY ALARM ONLY LY BUSS kilzim ZIM ZIM #6 GND. TO BULLET BOND W/ISOLATION SHOE 50/100 PAIR CAT 5 TERMINATE 2 PAIRS PER RJ45 PORT. ON 110 110 VOICE PATCH PANEL. BLOCK BLOCK MGB BAR VDBB WIRE MANAGEMENT 24/48 PORT VOICE zxa PATCH PANEL WIRE MANAGEMENT 48 PORT PATCH PANEL - yy 10 :%i1111 NOTE: 1. SEPARATE ZONES & FUNCTIONS MAY BE RUN IN THE SAME CONDUIT. 2• MINIMUM CONDUIT SIZE SHALL BE 3/4'. 3. PROVIDE ACTUAL CONDUIT SIZE REQUIRED ON SHOP DRAWINGS. 4• WIRING SHALL BE MINIMUM SIZE #16 THHN CU. 5• ALL CONDUIT SHALL BE FURNISHED WITH NYLON PULL STRING. 6. ALL AHU SHUTDOWN DEVICES MUST BE LOCATED WITHIN THREE FEET OF THE AHU STARTER. 7•ALL CABLE SHALL HAVE ZONE NUMBER AT BOTH ENDS, AND ALL RETURN CABLE SHALL BE TAPED. B. VERIFY QUATITY TYPE, & ARRANGEMENT OF DEVICES REQUIRED ON PLAN DRAWINGS. THIS DWG, FOR SCHEMATIC PURPOSES ONLY. FAAP 1% TO TTB PROVIDE CABLING FOR DACT CIRCUIT TYPICAL AHU OR RTU CIRCUIT 'ACP CPU MODULE INITIATING DEVICE MODULE SIGNALING DEVICE MODULE DACT MODULE XXX XXX POWER SUPPLY MODULE ELP-1 BAIT GATT 4 120V AC CONDUIT ENTRY INTO BOTTOM OF CABINET IS PROHIBITED F F F F 0 ID F TYPICAL INDICATING DEVICE CIRCUITS. LIMIT DEVICES TO 30 OR LESS DEVICES PER CIRCUIT, UNLESS OTHERWISE NOTED. CONCRETE #1/0 BARE --- COPPER GROUND SLAB/FOOTING CONDUCTOR TO ON EARTH GROUND SYSTEM 16A e <... m g 20'-0"MIN. REBAR PER EXOTHERMIC CONNECTION STRUCTURAL BETWEEN GROUND DWGS. CONDUCTOR AND REBAR (ONE PER EACH PIECE OF REBAR THREE MIN). TYPICAL CONCRETE ENCASED ELECTRODE N.T.S. F_ 0 w F_ # N � 0 C C-) Q Llj I 0 0 LL Z Q2 LL �a2 0 �m"� N 0= J C-4 LLI > m ui d ARCHITECT SEAL THOMAS B. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE32188 DATE: 07/11/04 PROJECT NO: 0312 SCALE: NM SHEET NO: OTC/ ASSOM 7FO /►111C. Consaft Engineers 5 RACK GROUNDING DETAIL-TYP. O -Ft .WwtP&MBeach -RM,wv L1.111SCALE: NTS s FIRE ALARM RISER DIAGRAM 427 Centerpointe Circle, Suite le25 Altamonte Springs, FL 32701 0 rll_ E- 8 N . T. S. (407) 332-SM Fax. (407) 332-7704 WWW,OCia'aodates.c m ASSOCIATES C6RFICATE of AUMOMTION 10W INC. REVISIONS: H V A C KFYNOTFS: ❑j ROUTE 1" CONDENSATE DRAIN LINE FROM AIR HANDLING UNIT CONNECTION TO EXTERIOR WALL, DROP AT EXTERIOR WALL AND TERMINATE 6' ABOVE GRADE. �2 ROUTE REFRIGERANT LINE UP IN CEILING FROM AIR HANDLING UNIT TO EXTERIOR WALL. DROP AT WALL AND TERMINATE AT ASSOCIATED CONDENSING UNIT. SIZE AND INSULATE REFRIGERANT LINE PER MANUFACTURER'S RECOMMENDATIONS. 3❑ PROVIDE 6' THICK CONCRETE SLAB UNDER CONDENSING UNITS, OVERLAP UNITS BY 6" ON ALL SIDES. �4 PAINT OUTSIDE AIR INTAKE LOUVER AND EXHAUST WALL CAP SAME COLOR AS EXTERIOR. ❑5 MOUNT THERMOSTAT 5'-0' ABOVE FINISHED FLOOR. THERMOSTAT SHALL BE FULLY PROGRAMMABLE 7-DAY ELECTRONIC WITH SET UP & SET BACK AND WITH STAGES SUITABLE FOR ASSOCIATED AHU/CU HEATING AND COOLING STAGES. © TRANSITION DUCT UP OVER CONCRETE BEAM. 2X12-OAG UlIAf�% H V A C_ I FGFNI7 XSUPPLY DIFFUSER NRETURN AIR GRILLE zEXHAUST AIR GRILLE X/X RIGID DUCTWORK (WIDTH/DEPTH) ELBOW WITH TURNING VANES MANUAL SPUTTER DAMPER FLEXIBLE DUCT WITH SPIN -IN FITTING AND MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER FD ♦— FIRE DAMPER 0 THERMOSTAT 0 SMOKE DETECTOR — R — REFRIGERANT LINE — CD — CONDENSATE DRAIN LINE ��- DOOR UNDERCUT AIR HANDLING UNIT CONDENSING UNIT U W _ ;04 F, Q ' _jLL Qzest = U �w� 0 mL0 N J C) m W d m O F_ a z o 0 Q Q a z Lu o0 Q F_ Q m W C1i ARCHITECT SEAL JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE IS25 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: o%/1/04 PROJECT NO- =2 SCALE: SHEET NO: SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE MARK AREA SERVED INDOOR UNIT COOLING CAPACITY OUTDOOR UNIT EER [SEER] EQUAL TO NOTES FAN ELECTRIC HEATER MCA MOCP WEIGHT (LBS.) CONDENSER FAN(S) QTY. V/0 FLA (EA.) COMPRESSOR(S) QTY. V/0 RLA LRA (EA.) (EA.) MCA MOCP WEIGHT (LBS.) MFG. MODEL CFM O/A ESP (IN.) HP V/0 FLA KW # OF STEPS V/0 TC (MBH) SC (MBH) AHU-1A/CU-1A SOUTHWEST WING 900 100 0.23 0.25 208/1 1.7 5.76 1 208/1 37 40 250 24.5 19.0 1 208/1 0.83 1 208/1 10.0 60 15 25 250 [10.0] TRANE TWE024/TT8024 (1)(2)(3) AHU-1B/CU-1B SOUTHWEST WING 850 80 0.31 0.25 208/1 1.7 5.76 1 208/1 37 40 250 23.7 19.1 1 208/1 0.83 1 208/1 10.0 60 15 25 250 [10.01 TRANE TWE024/TTB024 (1)(2)(3) AHU-2/CU-2 SOUTHEAST WING 1350 200 0.40 0.50 208/1 3.3 7.20 1 208/1 47 50 300 38.9 26.7 1 208/1 1.60 1 208/3 15.0 120 20 35 450 [10.0] TRANE TWE042/TTA042 (1)(2)(3) AHU-3A/CU-3A NORTHEAST WING 1200 160 0.44 0.50 208/1 3.3 5.76 1 208/1 39 40 250 31.0 21.9 1 208/1 1.70 1 208/3 12.0 101 17 25 400 [10.0] TRANE TWE036/TTA036 (1)(2)(3) AHU-3B/CU-38 NORTHEAST WING 1245 160 0.40 0.50 208/1 3.3 7.20 1 208/1 47 50 250 35.3 25.5 1 208/1 1.70 1 208/3 12.0 101 17 25 400 [10.01 TRANE TWE036/TTA036 (1)(2)(3) AHU-4A/CU-4A NORTHWEST WING 800 60 0.38 0.25 208/1 1.7 5.76 1 208/1 37 40 250 19.0 16.0 1 208/1 0.83 1 208/1 10.0 60 15 25 250 [10.0] TRANE TWE024/TTBO24 (1)(2)(3) AHU-4B/CU-4B NORTHWEST WING 800 80 0.38 0.25 208/1 1.7 5.76 1 208/1 37 40 250 21.3 16.1 1 208/1 0.83 1 208/1 10.0 60 15 25 250 [10.01 TRANE TWE024/TTBO24 (1)(2)(3) AHU-5A/CU-5A ROTUNDA 1200 140 0.44 0.50 208/1 3.3 5.76 1 208/1 39 40 250 34.0 25.4 1 208/1 1.70 1 208/3 12.0 101 17 25 400 [10.01 TRANE TWE036/TTA036 (1)(2)(3) AHU-5B/CU-5B ROTUNDA 1200 140 0.44 0.50 208/1 3.3 5.76 1 208/1 39 40 250 34.0 25.4 1 208/1 1.70 1 208/3 12.0 101 17 25 400 [10.0] TRANE TWE036/TTA036 (1)(2)(3) AHU-6/CU-6 EMERG. MNG. 1400 200 0.33 0.50 208/1 3.3 7.20 1 208/1 47 50 300 38.5 24.9 1 208/1 1.60 1 208/3 15.0 120 20 35 450 [10.01 TRANE TWE042/TTA042 (1)(2)(3) NOTES: (1) PROVIDE SMOKE DETECTORS/FIRE STATS IN SUPPLY AND RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. (2) PROVIDE WITH WALL MOUNTED, FULLY PROGRAMMABLE, 7-DAY TYPE ELECTRONIC THERMOSTAT. (3) PROVIDE WITH SINGLE POINT CONNECTION FOR ELECTRIC HEATER AND FAN FOR INDOOR UNIT. DIFFUSER/GRILLE/LOUVER SCHEDULE MARK / LEGEND TYPE MFG. MODEL NOTES NECK SIZE - 10'0-4W -THROW CEILING MOUNTED TITUS TDC-AA (2)(4)(5)(6)(7) AIR QUANTITY - 300CFM SQUARE SUPPLY DIFFUSER NECK SIZE - 8X8-SW SIDEWALL MOUNTED RECTANGULAR TITUS 300 (1)(6) AIR QUANTITY - 200CFM SUPPLY AIR DIFFUSER NECK SIZE - 8X8-RG CEILING OR SIDEWALL TITUS 350 (1)(2)(3)(4)(5)(6) AIR QUANTITY - 200CFM RETURN AIR GRILLE NECK SIZE -= 8X8-EG CEILING OR SIDEWALL TITUS 350 (1)(5) AIR QUANTITY - 200CFM EXHAUST AIR GRILLE LOUVER SIZE -- 24X24-OAG SOFFIT MOUNTED TITUS 350 (1)(2)(3)(4)(5)(6) OUTSIDE AIR GRILLE LOUVER SIZE - 24X24-EL WALL MOUNTED RUSKIN ELF-6375D (8)(9) EXHAUST DISCHARGE LOUVER NOTES: RETURN GRILLES TO BE FULLY LOUVERED FACE WITHOUT FILLER PANELS. �1) 2) PROVIDE 2024 LAYIN MODULE WHERE LOCATED IN LAYIN CEILING. (3) NECK SIZE IS 22X22 UNLESS NOTED OTHERWISE ON FLOOR PLANS. 4 PROVIDE SQUARE TO ROUND NECK TRANSITION WHERE APPLICABLE. 5 COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN. 6 COORDINATE FINISH WITH ARCHITECT. (7) COORDINATE THROW PATTERN WITH FLOOR PLANS. (8) PROVIDE COMPLETE WITH WALL SLEEVE AND BIRDSCREEN. 9 PRIME AND PAINT TO MATCH ADJACENT SURFACES. FAN SCHEDULE MARK SERVICE TYPE FAN MOTOR EQUAL TO NOTES CFM (IN.)' DRIVE RPM [WATT] V/0 MFG. MODEL EF-1 ROOM 405 CEILING 75 0.25 DIRECT 112D [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-2 ROOM 503 CEILING 75 0.25 DIRECT 1120 [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-3 ROOM 504 CEILING 150 0.25 DIRECT 1301 [150] 120/1 LOREN COOK GC-340 (1)(2)(3)(4) EF-4 ROOM 507 CEILING 75 0.25 DIRECT 1120 (100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-5 ROOM 207 CEILING 75 0.25 DIRECT 1120 [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-6 ROOM 302 CEILING 75 0.25 DIRECT 1120 [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-7 ROOM 308 CEILING 75 0.25 DIRECT 1120 [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) NOTES: 1) PROVIDE DISCONNECT SWITCH MOUNTED AT THE UNIT. 2) PROVIDE WITH BACKDRAFT DAMPER. 3 PROVIDE WITH SOLID STATE VARIABLE SPEED CONTROLLER MOUNTED AT THE UNIT. (4) FAN SHALL BE CONTROLLED VIA LIGHT SWITCH WITH 10 MINUTE TIME DELAY. PROVIDE TIME DELAY SWITCH. 15010 MECHANICAL REQUIREMENTS: DO ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES, THE STANDARD BUILDING CODE AND THE REGULATIONS OF THE LOCAL UTILITY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES OF INSPECTIONS. COOPERATE WITH OTHER TRADES AND CONTRACTORS AT JOB. PERFORM WORK IN SUCH MANNER AND AT SUCH TIMES AS NOT TO DELAY WORK OF OTHER TRADES. OBTAIN MANUFACTURER'S DATA ON ALL EQUIPMENT, THE DIMENSIONS OF WHICH MAY AFFECT INSTALLATION. USE THIS DATA TO COORDINATE PROPER SERVICE CHARACTERISTICS, ENTRY LOCATIONS, ETC., AND TO INSURE MINIMUM CLEARANCES ARE MAINTAINED. WORKMAN SHALL BE EXPERIENCED IN THEIR RESPECTIVE TRADE. WORKMANSHIP OF INSTALLED WORK SHALL BE FIRST CLASS AND WILL BE SO JUDGED. SUBSTANDARD WORK SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL AND DOES HEREBY WARRANT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION TO BE FREE FROM DEFECTS AND TO FUNCTION OR OPERATE SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK, AND THAT ANY ITEMS NOT MEETING THIS REQUIREMENT WILL BE MADE GOOD BY HIM WITHOUT ANY COST TO THE OWNER. PROVIDE ONLY NEW, STANDARD FIRST -GRADE MATERIALS THROUGHOUT, CONFORMING TO STANDARDS ESTABLISHED BY UNDERWRITER LABORATORIES INC., ANS SO MARKED AND LABELED, TOGETHER WITH MANUFACTURER'S BRAND OR TRADEMARK. ALL LIKE ITEMS SHALL BE OF ONE MANUFACTURER. ALL WORK SHALL BE EXECUTED IN A MANNER THAT SHALL PRESENT A NEAT APPEARANCE UPON COMPLETION. CARE SHALL BE EXERCISED THAT ALL ITEMS ARE PLUMB, STRAIGHT AND LEVEL UPON COMPLETION OF WORK, ALL SYSTEMS SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PERFECT WORKING CONDITION IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS. ANY WALLS, CEILINGS, EQUIPMENT, ETC., DAMAGED BY THE CONTRACTOR IN CONSTRUCTION OF THIS PROJECT SHALL BE REPAIRED, RESTORED AND/OR REPLACED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION, OR TO PERFORM ITS INTENDED FUNCTION, AT NO ADDITIONAL COST TO OWNER. COORDINATE LOCATION OF ALL CEILING MOUNTED AIR DISTRIBU110N DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND WORK BY ALL OTHER TRADES. ALL EXTERIOR WALL MOUNTED LOUVERS AND WALL CAPS SHALL BE PRIMED AND PAINTED TO MATCH SURROUNDING SURFACES. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL REQUIREMENTS WITH EQUIPMENT SUPPLIED. 15891 DUCTWORK: ALL DUCTWORK MATERIALS AND INSTALLA11ON SHALL CONFORM TO APPLICABLE STATE, COUNTY AND LOCAL CODES. DUCTWORK SHALL BE ALL NEW AND IN GOOD CONDITION. DUCT DIMENSIONS NOTED ARE INSIDE DIMENSIONS AND DO NOT INCLUDE INSULATION OR LINER. DUCTWORK SHALL BE INSTALLED TO AVOID CONFLICT WITH OTHER TRADES. ANY OFFSETS REQUIRED SHALL BE INSTALLED AT NO ADDITIONAL COST. FABRICATE DUCTWORK FROM 1-1/2" FIBERGLASS DUCT BOARD WITH ANITMICROBIAL LINING EQUAL TO "SUPER DUCT'. ALL DUCT BOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SMACNA STANDARDS FOR INSTALLATION OF FIBROUS GLASS DUCTWORK. ALL LOW PRESSURE SUPPLY, RETURN AND EXHUAST DUCTWORK ARE DESIGNED FROM A MINIMUM OF 0.05' TO A MAXIMUM OF 0.1' OF FRIC11ON PER 100 FT. OF DUCT. FLEXIBLE DUCT CONNECTORS AND RIGID DUCT RUNOUTS SERVING SINGLE DIFFUSER SHALL BE THE SAME SIZE AS DIFFUSER NECK. ALL FIBERGLASS DUCTWORK SHALL BE SEALED WITH GLASS FAB AND MASTIC. 15990 TEST AND BALANCE: CONTRACTOR SHALL BE CERTIFIED BY NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) OR BY ASSOCIATED AIR BALANCE COUNCIL (AABC). TEST AND BALANCE ALL AIR SYSTEMS IN ACCORDANCE WITH AABC AND/OR NEBB REQUIREMENTS. ALL EQUIPMENT USED FOR TESTING SHALL BE IN PROPER WORKING ORDER. THE CONTRACTOR SHALL REGULATE AND ADJUST ALL SPLITTERS, DEFLECTORS AND DAMPERS SO THAT THE INLET OR OUTLET SHALL DELIVER OR REMOVE THE REQUIRED NUMBER OF CUBIC FEET OF AIR PER MINUTE (CFM) AT THE RESPECTIVE OPENINGS. ALL TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE CONSTRUCTION SUPERINTENDENT, OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS, TESTING EQUIPMENT AND PERSONNEL THAT MAY BE REQUIRED FOR THE TESTS. 15991 VIBRATION AND NOISE: PROVIDE VIBRATION ISOLATORS AND ACOUSTIC INSULATION AS REQUIRED TO ELIMINATE ANY OBJEC11ONABLE NOISE OR VIBRATION. REVISIONS: U ui cq U �=u ca Q I CL 0 LL Z LL U wL0 U �p" JCV j ..► m U O Z o - o EJL Q z Q a Z W m w a) ARCHITECT SEAL JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1525 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: 07/11/04 PROJECT NO: =2 SCALE: SHEET NO: Ln 0 FLEXIBLE DUCT TO 16 GA. GALVANIZED D AIR OUTLET. BLADE, 1 /4" LESS THAN DUCT DIA. UTILIZE STAINLESS STEEL WORM DRIVEN CLAMPS AND U.L. APPROVED MASTIC SEALANT FOR ATTACHING 3/8" SQUARE ROD FLEXIBLE DUCT TO CLINCH COLLAR. END BEARING LOCKING TYPE QUADRANT OPERATOR/INDICATOR WITH 2" STAND-OFF MAIN DUCT _�— SPIN -IN FITTING AIR FLOW SPIN -IN BRANCH CONNECTION TO SINGLE AIR OUTLET SUPPLY AIR DUCT SUPPLY AIR FLOW RETURN AIR FLOW � o a 1/3" W, 6" MIN. fit DAMPER BRANCH DUCT W METAL STRAP 1-1/2" MINIMUM SUPPORTS NTS DUCT WITH SPLITTER DAMPER AT SINGLE BRANCH 3/8" THREADED SUSPENSION ROD CONDENSATE DRAIN WITH P-TRAP. NTS VIBRATION ISOLATOR AS SCHEDULED OR ON DRAWINGS FLEX CONNECTION SMOKE DETECTORS WHERE REQUIRED 4'-0" MAXIMUM MAXIMUM SAG 1/2" PER FOOT OF SUPPORT SPACING. - 7 FLEXIBLE DUCT NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. DRAIN PAN METAL STRAP 1-1/2" MINIMUM FLEX DUCT SUPPORT NTS CONDENSATE DRAIN DETAIL O/A DAMPER SUPPLY AIR DUCT 0/A DUCT7 RETURN AIR DUCT 9 M-3 VIBRATION ISOLATOR UNIT SUPPORT IN DRAIN PAN MASON TYPE "W" OR APPROVED AUXILLARY DRAIN PAN - MINIMUM DEPTH 2". ROUTE AUXILIARY DRAIN PAN DRAIN AS SHOWN ON PLANS. PROVIDE WITH FLOAT SWITCH TO SHUT DOWN UNIT IF WATER LEVEL EXCEEDS 1/2" FLEX CONNECTION TRANSITION TO PLENUM FULL SIZE OF UNIT INTAKE RETURN AIR DAMPER HORIZONTAL AHU DETAIL- NTS VECTION NTS RIGID SUPPLY DUCTWORK — i NOTE: INSULATE BACK OF DIFFUSER. CEILING M-3 FLEX DUCT MIN. 6'-0" MAX. 8'-0" LENGTH UTILIZE STAINLESS STEEL WORM DRIVEN CLAMPS AND U.L. APPROVED MASTIC SEALANT FOR ATTACHING FLEXIBLE DUCT TO CLINCH COLLAR. DIFFUSER AND FLEX DUCT DETAIL MINIMUMM 1" OVERLAP - 1-11/2" FIBERGLASS DUCTBOARD TAPE AND MAS11C PER SMACNA LOW PRESSURE DUCTBOARD STANDARDS. DUCTBOARD JOINT DETAIL NTS NTS CAULK ALL RAIN SILL CAULK ALL CLOSEC SWIVEL 1 /4" 0 SUP SL STAND- 1/4" 0 GUAGE BLADE ;(TOP AND BOTTOM) /4" 0 SET SCREW LOCK - DUCT DEPTH UP TO 24" S - DUCT DEPTH 25TO 36" -OVER 36" DUCT DEPTH USE VOLUME DAMPER ON EACH BRANCH SUPPLY DUCT WITH SPLITTER DAMPER BY OTHERS ?EEN FRAME BEEN FRAME FRAME TO WALL WITH ION BOLTS 12" ON ALL FOUR SIDES WALL BY OTHERS TYPICAL OUTSIDE LOUVER NTS NTS REVISIONS: U w U�� Cn� ' Q0� =-jLL zU- W U = Lir) U Nw N m� w U O Q Z a 0 LL Q Q Z m CW Q Q m w ARCHITECT SEAL JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: 0%/n/04 PROJECT NO: =2 SCALE: SHEET NO: M-3 00 �C"' II V � .. L�J p -1 .J J < Li (J7 I- I- - CO O J Q J REVISIONS: ``4A ro N �C.0 rn V C p J L� Cn J cn CD < J 1n M I N 1 _ �., -- , i l �� SON s h`fs hN LWK i fin. 7,RANS - 0,R1411 E- g 4, ,.41f w. a / w Ers f s i �nr�iriyi s -ter, ; 4 .: •...� ,,;,_. �s �'� I SPA ES' 10111 3' 3; i� POND 1 SPASES 01 ' =1 E C m:'� S t w j I �'eti». f o-rxrurnveoeeaeorees � # � � S �vm°°°°va•.a�6sm_ SITE PLAN - PLUMBING, SCALE. 1 = 200 0 G 0 L 0 U a ? S E 10 x10DIUiPTER OCl ASSOM MA /V►C Corwdfr►g Engineers Orlando • Ft Pierce • West Pan Beach - a Myers 427 Centerpointe Circle, Sulte 1825 Altamonte Sprnga, lL 32701 (407) 332-5110 Four (407) 332-7704 www.001aaociatea.com CERTFWTE of Njn*xmTm "m ASSOCIATES F— U w F- _ 9� U �V Cow Q '0 Zi Q= o V �a��p 0 m N 04 w m > W d Z O F— F— CO Z o a! U: zr Q a V/ Q m w cri ARCHITECT SEAL JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: 07/t1/04 PROJECT NO: 0312 SCALE: T - 200'-W SHEET NO: 1 O I`�_i N I O 'p L �CN II V CD •— — O � p J J U LLJ L� cn J cn 0 — < J PLUMBING SYMBOLS LEGEND SYMBOL DESCRIPTION SAN SOIL PIPE OR WASTE PIPE - - - - - - VENT PIPING ' COLD WATER PIPING - ' HOT WATER PIPING - ' - HOT WATER RETURN BALL VALVE IN CEILING SPACE VALVE IN CAST IRON BOX FCO 0 FLOOR CLEANOUT 0 EXTERIOR 2-WAY CLEANOUT PLUMBING KEYNOTES: Fil 4" U.G. SANITARY SEWER WASTE PIPING. REFER TO CIVIL DWGS. FOR CONTINUATION. (INVERT= 44" BELOW GRADE, 75 F.U.) �2 1-1/2" U.G. DOMESTIC WATER SERVICE PIPING. REFER TO CIVIL DWGS. FOR CONTINUATION. (35 GPM) �3 SHUT-OFF VALVE IN VALVE BOX 3" VENT THROUGH ROOF. PRESSURE AND TEMPERATURE RELIEF VALVE DISCHARGE. ROUTE TO OUTSIDE AND TERMINATE 6" ABOVE GRADE WITH AN ELBOW DOWN. REVISIONS: U w _ cqji:'- U��I cao� Q' 0 =oLL aZIL� = U W L0 0 N N j v U M O 0 Z � 1. Q a Z m Q Q m w ARCHITECT SEAL JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1525 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: 07I11/04 PROJECT NO- =2 SCALE: leg, - r_0, SHEET NO: REVISIONS: 3"VTR I I 3" �. y- I - I < 1 3" I I WC-2 4" U.G. SANITARY SEWER WASTE PIPING. REFER TO CIVIL DWGS. FOR CONTINUATION. (INVERT= 44" BELOW GRADE, 75 F.U.) w 2�i1 I 2w I I 2" 2 � w - I � / I ��' I IN 2�-- 4--2w I ^ UR-1 / , WC0 I % RFD-1 i WCO , i - 1- 3" 3 - I 3" VTR I� 1-1/2" - e <'I loe ♦ ' 2„ I - FD-1 1-1 oe I J 3">%, ..� ; \ 2" - P r10, - oe - 3„ 3' 1-1/2" - , 3"- • � I 12w I �� I ` oe �� 3 1-1/2" - - i p ` 2 - 3" N, 2" 3"� IWCO ` -00 , 2" 3" r 1 2„ i�`2w I I � I 3" I >- I I 3" q— 2w I 3" 3"VTR I 3Nl " y 2"� 10, • � � 3" � I • i r. �- 1 ,, W 1q w 2i-� EWC 1 3. -10 - i <� 2. 3"VTR \ j � I � I � I 2p I r� ` I I vy 4- I I I SANITARY RISER DIAGRAM - PLUMBING r 2" U w U�� co Q '0 -iLL zu� U�w 0 T mo N J c%lw� m W d U F- a: — Z o ll� Q a Z m uWi F- m w a) ARCHITECT SEAL JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1525 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE- 07/11/04 PROJECT NO: =2 SCALE: NTS SHEET NO: P-2 C - O .. Lv p J LLi � U cn J cn O - Q J REVISIONS: SHOCK ARRESTOR SCHEDULE I TYPE A SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #100 1 I TYPE B SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #200 1 /2"� �/I 1/2' - A A A A WC-1 1 /2. A 3/4"I T 1*1� . ' �1 /2• A 1/2" I W� 1/2" TRAP PRIMER % 1/2' PIPING. (TYPICAL) 1/2" 1/2" A 1-1/4" �� 3/4" 3/4 I FHB=1 ` I �l A 3/4 / , / �3/4" WC-2 �l 1/2" 3/4""� ` TRAP PRIMER 1/2" ` ` ' ' /<3 4" 3/4 \\ . 3/4" 1-1 4" / B 3/4 / B 3/4" S=1 `. .' � RCP-1 HB-1 1-1/2" - `-- -- - -- -- --�' '� 3/4" I 3/4" SHUT-OFF VALVE 1-1/2" I� A �3 4 IN VALVE BOX , �_ ' � _ J 1-1/2" EWH_1 'EWC-1 � BALANCING VALVE _r_�' 1-1/2" 1/2"� IMB-1 1-1/2" U.G. DOMESTIC WATER 1" SS=1 SERVICE PIPING. REFER TO CIVIL �3/4" DWGS. FOR CONTINUATION. (35 � GPM) 1-1/2 ` ` . 3/4" A " 1 1 3/4 "3/4" . A 3/4. 3/4'3/4 1 /2"� WC-2 3/4" \ � ," WC-2 L=1 ` 1/2• 3/4" 1/2" TRAP PRIMER 1/2" TRAP PRIMER • S1 A PIPING. (TYPICAL) 1• /1" 1/2" 1/2' PD WC-1 / • A [� ' r V, A ' �3/4" 3/4 1/2' ` SS=1 J kJSJS=1 IMB-1 3/4" `� WC-2 1 /2 3/4" HB-1 CD CV DOMESTIC WATER RISER -PLUMBING NTS co 0 Q0 z L $; LL Q2 (� �ac:6 � W 0 �=� N W m ui U U F_ F_ Z o O LL Q < Q m Z cn m w ARCHITECT SEAL JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: 07/11/04 PROJECT NO: =2 SCALE: NM SHEET NO: REVISIONS: PLUMBING FIXTURE SCHEDULE MARK WC-1 WC-2 L-1 UR-1 EWH-1 FD-1 S-1 is-1 IMB-1 EWC-1 CP-1 HB-1 DESCRIPTION WATER CLOSET FLOOR MOUNTED (1) WATER CLOSET FLOOR MOUNTED (1)(3) LAVATORY WALL HUNG (3) URINAL (3) ELECTRICAL WATER HEATER (7) FLOOR DRAIN (8) STAINLESS STEEL SINK JANITORY SINK (4)(5) ICE MAKER BOX ELECTRICAL WATER COOLER (3) CIRCULATING PUMP HOSE BIBB MANUFACTURER AMERICAN STD. AMERICAN STD. AMERICAN STD. AMERICAN STD. LOCHINVAR ZURN ELKAY FlAT GUY GRAY HALSEY TAYLOR TACO ACORN MODEL NO. 2333.100 2377.100 0124.024 6501.010 STJ-52-KK Z-415 "S" LH1720C MSB2424 BIM876 HTVBBL-Q 007 SERIES 8151 CARRIER - - (2) (2) - - - - - - - - MANUFACTURER - - - - - - - - - - - - MODEL NO. - - - - - - - - - - - - FLUSH VALVE - - - - - - - - - - - - MANUFACTURER (2) (2) - SLOAN - - - - - - - - MODEL NO. - - - 186 - - - - - - - - SUPPLY FITTING - - - - - - - - - - - - MANUFACTURER - - (2) - - - (2) (2) - - - - MODEL NO. - - - - - - - - - - - - QUANTITY - - 2 - - - 2 2 - - - - FAUCET - - - - - - - - - - - - MANUFACTURER - - AMERICAN STD. _ - - ELKAY FIAT - - - - MODEL NO. - - 2385.404 _ - - LK2432 830-AA - - - DRAIN - - - - - - - - - - - - MANUFACTURER _ _ (2) _ - - (2) (2) - - - - MODEL NO. _ _ - _ - - - - - - - - TRAP - - - - - - - - - - - - MANUFACTURER - - (2) - - (2) (2) (2) - (2) - - MODEL NO. - - - - - - - - - - - - SPECIAL ITEMS (1) WITH ELONGATED OPEN FRONT SEAT BY OLSONITE LESS COVER. (2) PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. (3) MOUNTING HEIGHT PER LOCAL, STATE HANDICAP CODES. (4) 832-AA HOSE AND BRACKET. (5) 8899-CC MOP HANGER, 1239-BB BUMPER GUARD AND WALL GUARD. (6) WITH VACCUM BREAKER (7) WITH (2) 4.5 KW ELEMENTS RATED 0 208 V/1/60HZ. WIRED FOR NON -SIMULTANEOUS OPERATION. (8) 1/2" TRAP PRIMER CONNECTION AND Z-1022 TRAP PRIMER WITH STAINLESS STEEL ACCESS PANEL. (9) WITH ADA FOLDING CHAIR MOUNTED PER STATE HANDICAP CODE. w PVC EXTENSION, SAME SIZE AS SEWER n ^ ^I rALIAI IT :BETE PAD PVC 2-WAY CLEANOUT EXTERIOR 2-WAY CLEANOUT N.T.S. GLASS LINED STORAGE TANK GALVANIZED SA PAN WITH DRAII ANTI -SIPHON VACUUM BREAKER ' BALL VALVE (TYP.) WATER THERMAL ASME T&P RELIEF EXPANSION TANK �\ HOT WATER CIRCULATOR j UNION (TYP.) HOT WATER RETURN COLD WATER SUPPLY HOT WATER SERVICE 1" RELIEF PIPE DISCHARGE TO OUTSIDE 1" SAFETY PAN DRAIN DISCHARGE TO OUTSIDE 12" HIGH WELDED STEEL SUPPORT STAND PAINTED TO MATCH HEATER ELECTRIC WATER HEATER N.T.S. U w _ ;� �oLo Q ' m =ou_ z LL U Q� �W�j m 0 2 CV 04 W m> U cl) 0 ll� zr :9 al z O Q 0 Z � Q Q Z Q m w a) ARCHITECT SEAL JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1525 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE- 07/11/04 PROJECT NO: =2 SCALE: NM SHEET NO: P-4 L U m w� > c� U Q �-� Q Q , U zu W C� CL r� Fl V J U z a_ �- CO LLJ i �J Q LL- �z 0 Cl_ er Q� I— o W r n oj M U ARCHITEC F SEAL 2-12-06 PROJECT NO: 0312 SCALE: 1/8" = 1'-0„ SHEET N❑: 1 REVISIONS: 1, 2. ELJ U UJ � 00 m W �- >m U Q QLL- Q W U z� W —I F-1 Q cl- I-- 0 U z El c� Q LL- F- Elz a Z �Q o� (/) cv Q PQ fU ARCHITECT SEAL 2-12-06 PROJECT NO: 0312 SCALE; 1/8' = 1'-0" SHEET NO: FA-2