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HomeMy WebLinkAbout3400 St Johns Pkwy (a)f---ar- - , WE W V U i-- LU C t - r - � T f---ar- - , WE W V U i-- LU C D Ln CD1 r4 — '- /251I / ! " 22'-0" VI 9/1/4 ZC HI N ■ a ; N M I ENGINEERINGAREA , �i P o � i r cN X — ADA MEN'S DA WOMEN'S ADA SE KI ETH ; -TILE FLOORING- --TILE FLOORING- MER CHAIR -LI EYE - AREA HO ABOv HC HC O 2' o" 1'48" 3 -8" 8'-0" T-0" 5'-4" -0" 5'-4" 1'-0" ❑ ■ �" HIGH TRA M 8'X3' WIN H TRANSOM T WINDOW HIGH TRANSOM 8'X3' WINDOW IGH TRANSOM S'X3' I o I TRAN S'X3' WI "ABO FREN HDR FRENCH DR ., WITH (1) LITE I WITH (I) LITE HC HC HC I VE H'NNG H O O O I MACHINE 10'-8 112" T-3" O 13'-3 23,_0" 16'-0" 20'-6112" 5 5 SERVICE MEN'S DA 5 WOMEN'S ADA 5 ! °, OFFICE--TILEFLOORING- -TILE FLOORING- I VENDING i MACHINE o PRO -DATA -CARPET FLOORING- q - -CARPET FLOORING- AV UPPER AND LOWER 1 CABINETS TYP. BREAKL ROOM R&D CUBE'S AND LAB o -TILE FLOORING-- Ell -CARPET FLOORING -- N M INSIDE ExIT CORRIDOR EHCH OW ! = sAilK d ENW, LO RY --CARPET FLOORING-- I N DISPO 1 D - i OO 0 0 9 D - - - - - - - - -- `" N FRENCH DR - - CORRIDOR WffHGLASS I D� --CARPET FLOORING- I _ Q-A R&D D i - -- o OFFICE OFFICE D 4 D D - 0 0 � D P o � i r cN X — ADA MEN'S DA WOMEN'S ADA SE KI ETH ; -TILE FLOORING- --TILE FLOORING- MER CHAIR -LI EYE - AREA HO ABOv HC HC O 2' o" 1'48" 3 -8" 8'-0" T-0" 5'-4" -0" 5'-4" 1'-0" ❑ ■ �" HIGH TRA M 8'X3' WIN H TRANSOM T WINDOW HIGH TRANSOM 8'X3' WINDOW IGH TRANSOM S'X3' I o I TRAN S'X3' WI "ABO FREN HDR FRENCH DR ., WITH (1) LITE I WITH (I) LITE HC HC HC I VE H'NNG H O O O I MACHINE 10'-8 112" T-3" O 13'-3 23,_0" 16'-0" 20'-6112" 5 5 SERVICE MEN'S DA 5 WOMEN'S ADA 5 ! °, OFFICE--TILEFLOORING- -TILE FLOORING- I VENDING i MACHINE o PRO -DATA -CARPET FLOORING- q - -CARPET FLOORING- AV UPPER AND LOWER 1 CABINETS TYP. BREAKL ROOM R&D CUBE'S AND LAB o -TILE FLOORING-- Ell -CARPET FLOORING -- N M INSIDE ExIT CORRIDOR EHCH OW ! = sAilK d ENW, LO RY --CARPET FLOORING-- I N DISPO 1 D - i OO 0 0 9 D - - - - - - - - -- `" N FRENCH DR - - CORRIDOR WffHGLASS I D� --CARPET FLOORING- I _ Q-A R&D D 0 I i 1 All I i 1 I I I 4'-0" 10'-0" 2'tO" 10'-0"woo I 2'-0" 10'-0" off 12 -4" 10'-0" 2'-0" 10'-0" 2'�0" 10'-0" 8'1011 10'-0" -lie 4. - 0 MAIN FRONT NT ENTRYFri i i_ I ----------------------------------------------------------------------------------------------- ---------------F------------------------------------------------------------------------------------------------------- ------------------------- I 3 -0 � rt 19'1-6" I15'-0 25'-3 25-3 15'-0 '-011 i 15 NOTE ALL INTERIOR FINISHES: I. ALL INT. DOORS TO BE 3'-0"X8'-0" SINGLE PANEL PAINT GRADE. TYP. R 2. ALL INTERIOR WOOD BASE TO BE 5 1/4" O.G. BASE TYP. Lj E 100'-0,1 00 ENLARGED FIRST FLOOR OFFICE PLAN, 4,500 S.F. GROSS A/C FRONT OFFICE AREA SCALE: IN'= I'-011 J Z W i - -- o OFFICE OFFICE 0 0 0 0 - 0 0 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W � — z _ z ON O U a: N _U p °- O W W p F- z W oC 1n oZogo o �u <Pxzuwoz 3 U z � O Z p W O = J 6 p W~ v- in O O w W i � 2: O LL W p OcnWOH W � �Z I...v1c`1Up �Q `ec' 2 u O o (Q.7 va W 0 in a U + _ fQQ-pv1 Z=O Z dcC�UZco DO w Q� Z C Z W J W O 6 O oV) u30;f— z --CARPET FLOORING-- --CARPET FLOORING- 1nQNOpZOZQco �2 uLL 00 U ILai u,VOW=O��Nuj u Z U (n LL p J+ '' J J W LL — Z � Q ED Q O Q Q O �� a O Q L LIJOQc) Y COPY/FAX1 4'-0" O v NEW ELECT. NEW ELECT 7-9 3/8 " T-9 5i8 " W oc O _o�� Q � oC> o COUNTER z SUB -PANEL I SUB -PANEL Q L � v ----------- - - - - ---- �I - o 0 REFI M �— --------_ -_ - 1 I -- =1==G 1--1==3== -- -- ------------------------------------ ------------------------------VRE ------------------- o Q 0 ---- — -------- ---- - - ---- --------- -------------------- --------------------R O W z oc ... O %7 . 90J 90, tK 'S ANLEY P. HIOELLEV RICH 1 TECT. '9033 1 t:kt4 SFLELO DR. t DAYf N AC1e. F 3 a DRAWN BY: CHECKED BY: S.P.H. 4 STAI R CAS 9 #i DATE: 07-18-2017 WITH GLASS i - I 1 I 1 I I 1 I t I I i ' OPEN WORK AREA CORRIDOR a --CARPET FLOORING - --CARPETF1OORING- "n 11' -10" 6'-0" 24'-0" 3'-0" 8W' 3'-0" 32'-2 1/2 " 9'-11 1/2" Z` HIGHTRANSO 8'x3'WINDOW o CORRIDOR R & D FUTURE CORRIDOR �+ --CARPET FLOORING - OFFICE -CARPET FLOORING-- I I FREN FRENI -CARPET FLOORING- "? SERVICE WITH ELAS$ HCGIL $ " OFFICE RASE -CARPET FLOORING- A/CiRECEPTI N L, - ----��-- `" O �-CARPET FLOORI G-- C CLOSET N i c # -VCT FLOORING- #I (V 1 X HIGH ADA COUNTER - - - - R&D R&D MGR. o o SERVICE MGR. CONF. ROOM5'-0" 8'-2" OFFICE OFFICE OFFICE -CARPET FLOORING-- I i I I I I I SIT I R1CA5 # -CARPET FLOORING- --CARPET FLOORING- -CARPET FLOORING- MAIN LOBBY o I I f I I I I I I I I 1 2" 5 5 -- � F:I CARPET FLQORING-- 13,_2„ I I I I I i I 1 I 1 I 5 – – –9" – – – – 5' 10,-0„ 101-81, 0 I i 1 All I i 1 I I I 4'-0" 10'-0" 2'tO" 10'-0"woo I 2'-0" 10'-0" off 12 -4" 10'-0" 2'-0" 10'-0" 2'�0" 10'-0" 8'1011 10'-0" -lie 4. - 0 MAIN FRONT NT ENTRYFri i i_ I ----------------------------------------------------------------------------------------------- ---------------F------------------------------------------------------------------------------------------------------- ------------------------- I 3 -0 � rt 19'1-6" I15'-0 25'-3 25-3 15'-0 '-011 i 15 NOTE ALL INTERIOR FINISHES: I. ALL INT. DOORS TO BE 3'-0"X8'-0" SINGLE PANEL PAINT GRADE. TYP. R 2. ALL INTERIOR WOOD BASE TO BE 5 1/4" O.G. BASE TYP. Lj E 100'-0,1 00 ENLARGED FIRST FLOOR OFFICE PLAN, 4,500 S.F. GROSS A/C FRONT OFFICE AREA SCALE: IN'= I'-011 J Z W 0 0 0 0 - 0 0 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W � — z _ z ON O U a: N _U p °- O W W p F- z W oC 1n oZogo o �u <Pxzuwoz 3 U z � O Z p W O = J 6 p W~ v- in O O w W i � 2: O LL W p OcnWOH W � �Z I...v1c`1Up �Q `ec' 2 u O o (Q.7 va W 0 in a U + _ fQQ-pv1 Z=O Z dcC�UZco DO w Q� Z C Z W J W O 6 O oV) u30;f— z maCO�Q O 0WZ W pWU00Qp�— UU 1nQNOpZOZQco �2 uLL 00 U ILai u,VOW=O��Nuj u Z U (n LL p J+ '' J J W LL — Z � Q ED Q O Q Q O �� a O Q L LIJOQc) fit O v W oc O _o�� Q � oC> o z 0 Q L � v �z �I - o 0 M �— �UC>i" z o Q 0 to Q V W O W z oc ... O %7 . 90J 90, tK 'S ANLEY P. HIOELLEV RICH 1 TECT. '9033 1 t:kt4 SFLELO DR. t DAYf N AC1e. F 3 a DRAWN BY: CHECKED BY: S.P.H. 4 SCALE: AS NOTED DATE: 07-18-2017 ENLARGED SECOND FLOOR OFFICE PLAN: 4,500 S.F. GROSS A/C FRONT OFFICE AREA SCALE: 1/4"= I' NOTE ALL INTERIOR FINISHES: I. ALL INT. DOORS TO BE 3'-0"X8'-0" SINGLE PANEL PAINT GRADE. TYP. 2. ALL INTERIOR WOOD BASE TO BE 5 1/4" O.G. BASE TYP. STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE OR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W Z im: vi 0 c H ZLn o LU Z _U C O W W 0 F- LL D: N oZoop o 3u JO x z 0 0 0 z �z LU oz�ouz 3 >J—CL Ocm OWF_zm00W LLW^ O W ap En � U 0 Z N Q D! C7 1=- W O N v O 0O 0 u - H Z 2 0 Z p UQHUJ Z Z- Cn Or U m W Q ZW cn (L O O 12 Zi'L1ii0W OOU N 01„EJu�:OLL0 Z m c0 Z) 0 0 0 W Z W �WUmQO�U - U N< Z OZo Ll - in 0 W Q cr- — LL a���20 En0~Lb Gm 0 �U°�OWOI'F"n LU L7 ~ LU F- F -v 0� J W J LL- 0- i LL Z Z W Q w Q O 0 0 0 �� a DRAWN` CHECKED BY: . - V• t -��t u9033 • CJ HETCE. FL R. ��*i' BEET # SCALE: AS NOTED A-5 DATE: 07-18-2017 (4) (6 (4) HIGH HEADER 7) (5) (2) (7) (2) 1. TRIMMER STUD TO FIT WITHIN VERTICAL TRACK WITH #10 SCREWS AT 32" O.C. MAX EACH SIDE 2 ONE FULL HEIGHT STUD MINIMUM FOR OPENINGS GREATER THAN 4'-0" ADDITIONAL FULL HEIGHT STUDS AS REQUIRED FOR BRACED WALL OR PER PLAN - ATTACH BUILT-UP STUDS PER TYPICAL DETAIL 3. VERTICAL TRACK (KING STUD) FULL HEIGHT 4. STEEL HEADER PER PLAN TO FIT WITHIN VERTICAL TRACK AS SHOWN - 2-#10 SCREWS AT 24" O.C. TOP AND BOTTOM - SEE TYPICAL HEADER DETAIL 5. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS 6. CONTINUOUS TOP TRACK 7. #10 SCREWS AT 2" O.C. - TRACK TO HEADER EACH SIDE 8. CLIP STUD ATTACHMENT USING 3" LONG STUD OR 2 X 2 X 20 GA. X 3" LONG ANGLE - 2 #10 SCREWS TO STUD AND TRACK 9. 1-#10 SCREWS AT 12" O.C. (3 (2) )) (1l LE -i Li Li Li PLAN - JAMB NOTE: HEADER MAY BE CONSTRUCTED HIGH LOW HEADER - TO OCCUR AT OPENINGS OR LOW - LOW HEADER REQUIRED LARGER THAN 10'-0" WIDTH AT OPENING 10' OR LARGER TYPICAL HEADER CONSTRUCTION 1-1 SCALE: N.T.S. (1) I I I (3) I 1 (4) I 1 I I I I I I I WOOD OPTION I I I I I I 1 I 1 1 I I I I I I I STEEL OPTION -(2) 1. 2 X WOOD TOP PLATE - 2 X 4 OVER 3 1/2" AND 4" STUDS OR 2 X 6 OVER 6" STUDS - TRACK TO WOOD PLATE WITH #10 SCREW AT 24" O.C. - SPLICE OVER STUDS 2. CONTINUOUS TOP PLATE 25 GA STUD AND TRACK WITH 3-#10 SCREW (3) AT 16" O.C. AS SHOWN - MATCH WALL STUD WIDTH - 3. CONT[NIUOUS TOP TRACK - SPLICE PER TYPICAL DETAILS. 4. STEEL STUD WALL -(4) NOTES: 1. TOP PLATE CONSTRUCTION AS SHOWN REQUIRED ONLY WHERE TRUSSES OR JOIST DO NOT ALIGN OVER STUDS AT BEARING WALLS 2. TOP PLATE CONSTRUCTION MAY NOT NECESSARILY BE SHOWN ON OTHER DETAILS BUT SHALL BE USED AT ALL BEARING WALL WHERE TRUSS OR JOIST DOES NOT ALIGN OVER STUDS. TYPICAL OPTIONAL TOP PLATE AT NON STACKED BEARING Cr AI G AI TC (7) OPTION 1 (7) (2) 1. SPLICE TRACK BETWEEN STUDS ONLY (4) IF NO LOAD IS STACKED BETWEEN STUDS 2. TOTAL NUMBER OF SCREWS AT EACH SIDE OF SPLICE - SEE TABLE BELOW 3. STEEL STUD 4. CONTINUOUS TOP TRACK - 25 GA MIN UNLESS NOTED OTHERWISE 5. SINGLE 2" X 16 GAUGE STRAP AT TOP OR STRAP TO EACH FLANGE. 6. STEEL STUD BLOCK - TRIM FLANGE AT OPT 2X 7. MINIMUM LENGTH OF SPLICE STRAP (4) SUCH THAT SCREWS ARE 3/4" MIN SPACING AND EDGE DISTANCE IN 2 ROWS OF SCREWS OPTION 2 (7) (2) (4) 1 ------,-rr--rr-1------- I I (5) I t3) OPT ION 3 LENGTH OF WALL SCREWS EACH (BETWEEN CORNERS SIDE OF SPLI OVER 30' 10 #6 OVER 20' 6 #6 OVER 10' 4 #6 LESS THAN 10' 1 2 #6 E NOTES: TOP TRACK MAY ALTERNATELY BE SPLICED OVER HIGH HEADER (HEADER UNDER TRACK) WITHOUT STRAP - SCREW EACH SIDE OF SPLICE PER TABLE TYP. TOP TRACK SPLICE AT EXTERIOR OR BRACED WALL (4l -F-I +_I---------F+_1---------Z+ INTERIOR NON-BEARIN BRACED AND BEARING WALL NON -BRACED NOT USED T--------1+ C T T-1- 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 366-295-9750 I I I I I I I I (2) I I i I I I I I I I I (2) I I I I i I I I I (6) I I I I I I 1 1 I I I I I 1 I I V) LU ±1 -------- J-1 ---------- L -L------ O U I I 1 I I (3) 1. KING STUD TO MATCH ADJACENT 2. CRIPPLE STUDS TO MATCH ADJACENT 3. TRACK - TRIM WEB AND ATTACH TO KING STUD WITH #10 SCREW EACH SIDE OR USE CLIP STUD AS ALTERNATE ATTACHMENT - SEE TYPICAL HEADER DETAIL 4. CONTINUOUS TOP TRACK 5. ADDITIONAL KING STUD WHERE SPECIFICALLY NOTED ON PLANS OR AS REQUIRED FOR BRACED WALL. 6. ALTERNATE CLIP STUD ATTACHMENT - SEE TYPICAL HEADER DETAIL I (tI (1) I (5) OPEN - 4'-0" MAX NOTE: DETAIL TO BE USED ON NON BEARING WALLS - ONLY WHERE NO HEADER IS SPECIFICALLY NOTED ON PLANS p TYP. SMALL OPENING IN NON -LOAD BEARING WALL % SCALE: N.T.S. (1) (5) (1) HEADERS (6) ---� ,r% m (3) 1. CRIPPLE WALL CONSTRUCTION TO MATCH ADJACENT WALLS 2. STEEL HEADER PER PLAN 3. CONTINUOUS TRACK 4. 2 - #10 SCREWS AT 24" O.C. 5. 1-#10 SCREW AT 12" O.C. 6. STIFFENER AT BEARING STIFFENER OF STUD OR TRACK, SAME SIZE AND GUAGE AS HEADER. 6"-18go MAX TRIM STIFFENER FLUSH WITH HEADER FLANGE 2-#110 SCREW TOP AND BOTTOM AND 6" MAX O.C. HEADER WEB TO STIFFENER. TYPICAL HEADER AND BEAM CONSTRUCTION 1. BEAM NOTE: 2. (4) 3. 4. 5. (5) 6. SCALE: N.T.S. CONTINIUOUS 25 GA TOP TRACK UNLESS NOTED OTHERWISE USE SIMILAR CONSTRUCTION WHERE SPLICE PER TYPICAL DETAIL STEEL STUD CONTINIUOUS 25 GA BOTTOM TRACK - SPLICE PER TYPICAL TOP TRACK DETAIL ALONG LENGTH OF BRACED WALLS OTHERWISE SPLICE PER GENERAL NOTES #8 SCREW MIN EACH SIDE OF TRACK - STUDS TO SEAT FIRMLY INTO TRACK AT ALL LOAD BEARING CONDITIONS HORIZONTAL BRIDGING AS REQUIRED PER GENERAL NOTES OPTIONAL WOOD OR STEEL TOP PLATE TO BE USED ON BEARING WALLS WHERE TRUSSES DO NOT ALIGN OVER STUDS -SEE TYPICAL DETAIL TYPICAL WALL STUDS UNLESS NOTED OTHERWISE ON PLANS EXTERIOR AND INTERIOR NON-BEARIN BRACED AND BEARING WALL NON -BRACED NOT USED 4" X25 GAGE C T AT 24" O.C. NOTE SEE GSN FOR MINIMUM PROPERTIES OF STEEL SECTIONS. TYPICAL WALL CONSTRUCTION SCALE: N.T.S. (3l (6) (5) -- I i 41 L 1 I (4l 2 STUD POST (6) (2) (4) -n T__1 I 1 I 1 i ILi J_ J 3 OR MORE STUDS AT OPENING (6) (4I ---, (5) I I 1 1 � I I I I I 1 I L--- -' - J 3 STUD POST 1. TRIMMER STUD UNDER HEADER - MATCH ADJACENT WALLS 2. VERTICAL TRACK FULL HEIGHT 3. ADDITIONAL KING STUD 4. 6" LONG TRACK TIE AT STUD MIDHEIGHT WITH 2 - #10 SCREWS AT EACH SIDE 5. VERTICAL STUD FULL HEIGHT 6. #10 SCREW AT 32" O.C. PLAN TYP. BUILT-UP STUD AT POST OR IAMB ScP I P N.TS. O O O U W o O O W Q C2,o O Z _oz¢ -� o Q 1- V oC cC v' � Z cn Z 0 :zzo � oC M �Uc>igi gi oC ~ Q 0 Z D 0 W Q J V W ■■■ O Z W AR 64b PAUL�Q9 AR�H 1 TD +++c `MISTLETOE DR. kr D B ACH. FL 32117• i DRAWN CHECKED BY:.. L SCALE: AS NOTED A-6 DATE: 07-18-2017 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 366-295-9750 Z W � - vi0 Z 0 V) LU vn >- -, Z U j CL Z O U W W 0 H N U W Z O_j 0 0 3 V Q°xzuw0z tQ`!_ ZK dZp WOJO=�.++�� p V� T m 0 ow w>WV0f' a ^ O W LLQ K 0 W 0vAoHw �-EnW W00'T0 Z LnZ � l0 a V) o +_ 0 0 0 ~Z 2 0 c7 Z 0 QU <~um Z aLu� ~WZvNi U CL. V)O OU 0LUCL C U`n1: U �:0< 7 Z mcWcOmO 0 06uZ W V) W SSU Q Ln Q I- Q 0 0 Z LL�UQ O Z J U Li F- 0 N 0 2 LL Q- tL -'3E°e03'`L�C° �Q14-1LLL O U J LJJU�wW cw00 0 VAN � V' J J J 0 Z-1 QLuQ QQ LL Z W 0 "a W O O O U W o O O W Q C2,o O Z _oz¢ -� o Q 1- V oC cC v' � Z cn Z 0 :zzo � oC M �Uc>igi gi oC ~ Q 0 Z D 0 W Q J V W ■■■ O Z W AR 64b PAUL�Q9 AR�H 1 TD +++c `MISTLETOE DR. kr D B ACH. FL 32117• i DRAWN CHECKED BY:.. L SCALE: AS NOTED A-6 DATE: 07-18-2017 FIN. CLG. 1'-3" 1'-3" FIN. CLG. TVD. Cab't. Section SCALE:1 "=1' -0" MILLWORK/CASEWORK SPECIFICATIONS Section @ Microwave SCALE:1 "=1' -0" mm DUCT ZONE TXT LAPIN ACCOUST. CEILING / II II '- Y X T LAYIN ACCOUST. CEILING O z OFFICE OFFICE Lu 25 GAI (1) LAYER 2X4 TL STUD OR WOOD 112" GYP. BD. REGULAR PARTITION WALL EA SIDE 25 GA OR 2X4 P.T. MTL CHANNEL BOTTOM PLATE NON- RATED IZINON-RATED A yP T . Partition Wall) A-4 SCALE; 1@" =114 METAL STUD GAUGE TABLE HEIGHT GAUGE 09-011-129-1111 25 G. 11 CAB. INTERIOR FINISH 20 G. 161-011. 199.1111 ° 0 201.011+ 0 0 TO BE MELAMINE & EDGES SHALL BE PIONITE PL. LAM. #SW803 EGGSHELL 0 0 T 0 0 (TYPICAL) N o ° ADJ. MELAMINE SHELVES ° ° ADJ. MELAMINE SHELF N DIMENSIONS 8L CONDITIONS. W/ RECESSED K& V o ALL CASEWORK DRS. SHALL RECEIVE FULLY CONCEALED W/ RECESSED K d V CONTRACTOR SHALL COORDINATE ALL CONCEALED ° STDS. 8 CLIPS r;, STDS. & CLIPS RECEIVE IVES # 339 5" WIRE PULLS. FINISH PA28. BY LOCATION ON A TIMELY BASIS SO AS NOT TO Q 0 0 0 0 0 0 YTTTTT ° ° CAB. INTERIOR FINISH - SHALL BE NON-COM TYPE. 0 0 TO BE MELAMINE SPLASHES WHERE NOTED. TOPS & SPLASHES SHALL BE `n CONTRACTOR SHALL COORDINATE THE WORK OF OTHER T (TYPICAL) Lu z� _ MICROWAVE SHELF q <n OV N z N O Uo�c PIONITE # AT251 BEIGE CREPE. U :) 0- O W SCOPE SHALL INCLUDE BUT IS NOT LIMITED TO ELEC. CO -ORD. WITH MFR. O ALL SOLID BIRCH & BIRCH VENEER FABRICATION SHALL pZL" 0 �V a�Xz0 oz & PLUMBING. TRIM KIT E O O J W pw�-EO° O Ow -SHALL MATCH ARCHITECT'S CONTROL SAMPLE. SCOPE 5. ALL CUSTOM FABRICATION SHALL MEET THE CRITERIA , W r., LJJ p Lf1 Z SHALL INCLUDE DOORS RUNNING TRIM AND SELECTED E-cnNU8 O �Q w w FOR AWI PREMIUM GRADE. w N +o Oo p c7 - F"Z=O pN MILLWORK. FULL HT. SPLASH PANTRY SINK SHALL BE ELKAY DOUBLE BOWL SS, �� o Z��Ow O OU 5, uu 8 Iai u— Y.z55Q O 11w PL. LAM. FINISH 11. FULL HT. SPLASH a C3 0 °�-O2 U CONTRACTOR/ OWNER PL. LAM. FINISH N U�3�~ o gip° 2'-1" ` cD J I.L. p J+ Z U N J VLu <Lu< < Q 03 -CL PL. LAM. COUNTER 0 f i__� C� 0 PL. LAM. COUNTER 2'_1" = QQ O N � �I N - O APWR. z RRWR.a U 2'-0" 2'-0" W 0 0 0 0 Q � o a ADJ. MELAMINE SHELVES a ADJ. MELAMINE SHELVES ao W/ RECESSED K d V o W/ RECESSED K 8 V STDS. & CLIPS K, STDS. d CLIPS v ° 0 �z azo 0 ° CAB. INTERIOR FINISH O CAB. INTERIOR FINISH ° TO BE MELAMINE 0 0 TO BE MELAMINE 0 0 (TYPICAL) (TYPICAL) �LjLj� z 0 o 0 0 o Q J 3 a O . ■ . z Q FIN. FLOOR VT Q FINW.FEOOBR TVD. Cab't. Section SCALE:1 "=1' -0" MILLWORK/CASEWORK SPECIFICATIONS Section @ Microwave SCALE:1 "=1' -0" mm DUCT ZONE TXT LAPIN ACCOUST. CEILING / II II '- Y X T LAYIN ACCOUST. CEILING O z OFFICE OFFICE Lu 25 GAI (1) LAYER 2X4 TL STUD OR WOOD 112" GYP. BD. REGULAR PARTITION WALL EA SIDE 25 GA OR 2X4 P.T. MTL CHANNEL BOTTOM PLATE NON- RATED IZINON-RATED A yP T . Partition Wall) A-4 SCALE; 1@" =114 METAL STUD GAUGE TABLE HEIGHT GAUGE 09-011-129-1111 25 G. 130-011- 151-1111 20 G. 161-011. 199.1111 18 G. 201.011+ 16 G. 1. ALL MILLWORK 8L CASEWORK SHALL BE FURNISHED AND 7. ALL CLOSED CASEWORK SHALL BE FULL OVERLAY TYPE INSTALLED BY THE MILLWORK CONTRACTOR. Z UNLESS OTHERWISE NOTED., FINISH OF EXPOSED FACES 2. CONTRACTOR SHALL FIELD VERIFY & PROVIDE & EDGES SHALL BE PIONITE PL. LAM. #SW803 EGGSHELL DETAILED SHOP DRAWINGS FOR APPROVAL PRIOR TO N FABRICATION. SHOP DRAWINGS SHALL REFLECT FIELD SHELVES SHALL BE WHITE MELAMINE LINER. DIMENSIONS 8L CONDITIONS. 8. ALL CASEWORK DRS. SHALL RECEIVE FULLY CONCEALED 3, CONTRACTOR SHALL COORDINATE ALL CONCEALED SELF-CLOSING HINGES. ALL DOORS & DRAWERS SHALL BLOCKING REQUIREMENTS WITH GENERAL CONTRACTOR RECEIVE IVES # 339 5" WIRE PULLS. FINISH PA28. BY LOCATION ON A TIMELY BASIS SO AS NOT TO 9, 0 0 0 0 0 0 YTTTTT DELAY WALL CLOSURE. ALL CONCEALED LOCATIONS SELF EDGE TYPES WITH BACKER SHEETS & FULL HT. SHALL BE NON-COM TYPE. SPLASHES WHERE NOTED. TOPS & SPLASHES SHALL BE 4, CONTRACTOR SHALL COORDINATE THE WORK OF OTHER T SCRIBED TO WALLS IN ALL CASES. P. LAM. SHALL BE Lu z� _ TRADES AS MY BE REQUIRED FOR ROUGH -INS & CUTOUTS. <n OV N z N O Uo�c PIONITE # AT251 BEIGE CREPE. U :) 0- O W SCOPE SHALL INCLUDE BUT IS NOT LIMITED TO ELEC. 10, ALL SOLID BIRCH & BIRCH VENEER FABRICATION SHALL pZL" 0 �V a�Xz0 oz & PLUMBING. Lu <Z�o�-0 E O O J W pw�-EO° O Ow -SHALL MATCH ARCHITECT'S CONTROL SAMPLE. SCOPE 5. ALL CUSTOM FABRICATION SHALL MEET THE CRITERIA , W r., LJJ p Lf1 Z SHALL INCLUDE DOORS RUNNING TRIM AND SELECTED E-cnNU8 O �Q w w FOR AWI PREMIUM GRADE. w N +o Oo p c7 - F"Z=O pN MILLWORK. 6, PANTRY SINK SHALL BE ELKAY DOUBLE BOWL SS, �� o Z��Ow O OU 5, uu 8 Iai u— Y.z55Q O 11w MODEL # LWR 2522, WITH DELTA FAUCET # 27T29g4. 11. ALL APPLIANCES SHALL BE FURNISHED 8L INSTALLED BY LL_ Q — w Lu 0 °�-O2 U CONTRACTOR/ OWNER 30" X 48" i CLEAR I I I I 1 1 I I I 1 1 L---------- I HC URINAL PLAN HC URINAL SECTION MILLWORK / CASEWORK SPECIFICATIONS ARE FOR A GUIDLINE ONLY. G.C./ OWNER TO SELECT COLOR, MATERIAL, ETC., :0 LIGHT GAGE FRAMING NOTES A. LIGHT GAGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS. B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 3 518 -INCH 25GA. WITH 2OGA. TRACK. C. OPTIONAL: A MINIMUM YIELD STRENGTH FOR 16GA. STUDS SHALL BE 50 KSI , ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE BASED UPON THE USE OF 409000 PSI FY MIN. D. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED WI #10 TEK SCREWS (MIN. I SCREW EACH FLANGE). ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. F. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH ENDS. G. ALL STUD TO STUD CONNECTIONS TO BE (4) #10 TEK SCREWS (MIN,) UNLESS NOTED OTHERWISE. H. AT TRACK BUTT JOINTS, A BUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. I. A MINIMUM OF 10" OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS. J. BRIDGING SHALL BE 1.5 CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDGING IS TO BE SPACED AT NO MORE THAN 44" VERTICALLY AT APPROXIMATELY THE THIRD POINT. CRC BRIDGING IN 6 STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING TECHNIQUE SHALL BE 1518"-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH STUD WITH SOLID BLOCKING REQUIRED AT 84" O.C. MAX AND 24" FROM BOTTOM OF PANEL, K. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. T-1" ELEVATION: HC TOILETRM. is„= i, -o” 48" MIN. ima 1--- - 24" MAX. CLEAR FLOOR SPACE NO EQUIP. IN SHADED SPOUT HEIGHT '8� '6° ' & KNEE CLEARANCE DETAILS: HC WATER/ DRINKING FOUNTAIN 112" = 19-011 MIRRO DETAIL: HC LAVATORY 1'211 _ I ,_011 z 0 1/211 = 1.1-u" ELEVATION: HC TOILET RM. LL LL C Z a z LL u Q Z N N Pfz 1/211 = 1.1-u" ELEVATION: HC TOILET RM. LL LL C Z a z LL u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 YTTTTT STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 366-295-9750 Lu z� _ <n OV N z N O Uo�c U :) 0- O W t�p �; uz w pZL" 0 �V a�Xz0 oz Lu <Z�o�-0 E O O J W pw�-EO° O Ow ' pw OC LL Lu O , W r., LJJ p Lf1 Z E-cnNU8 O �Q w w w N +o Oo p c7 - F"Z=O pN Z UQF-UJ �w�ZvNi Lu �� o Z��Ow O OU 5, uu 8 Iai u— Y.z55Q O 11w �wUmpcU—U Q cnQHQp Z 0Z9 LL p LL_ Q — w Lu 0 °�-O2 U LJi zIJ°`W=O�� uj U�3�~ o gip° J I.L. p J+ Z U N J VLu <Lu< < Q 03 -CL 0 C� 0 QQ O O U W A Q � o a a �Oz7:;� o v �z azo O O UC>igi �LjLj� z 0 o O o Q J V W_ O . ■ . z W kU l d, STANLEY ' OELLE (� R�H l ECT. U9033 ' 4' I C E TO L DR„ '�� I DRAWN WET # CHECKED BY: S.P.H. SCALE: AS NOTED A-7 DATE: 07-18-2017 QW W O O 0 EXISTING 4" REINF. SLAB MIN PSI. PUMP MIX. 12 SLOPE 112" (TPP.) EXISTING METAL BLDG -FRAME REFER TO PRE -FAB PACKAGE 8 EXISTING CONTINUOUS STEEL WIND BEAM C6 X 8.5 W/ 1/2" DIA. A.B. @ 4'-0" O.C. INTO CONC. BOND BEAM NEW OFFICE :1 I"X2" P.T. FURRING STRIPS @ 24" O.C.-1111 1111 u11 314E 4 FOIL BACK INSULATION TYP. ,,I 1III NEW III, 1/2" GYPSUM BOARD TYP. I III, EXISTING'----, XISTING` COLUMN \ 1 0 e \ R-1 I BATT INSULATION TYP. = J D • e J Q J aI Lu 0 D 0 0 0 0 W OFFICE OFFICE _4L a o o D (I) LAYER 0 3 5/8" 25 GA MTL STUDS @ 24" O.C. PARTITION WALL IR" GYP. BD. REGULAR <1:8 s \ e e 3 5/8"25 GA MTL CHANNEL TYP. (A)EXISTING SIDE Of BLDG. SEC LIGHT GAGE FRAMING NOTES EXISTING METAL PANEL 26 GA. SIDING W 2 W J Zo m c' J W E EXISTING 8"X8"X 16" CONCRETE BLOCK I -q I I I 1 "T -m EXISTING FOOTING TO REMAIN TION WITH CMU. SCALE: N.T.S. A. LIGHT GAGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS. B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 3 5/8 -INCH 25GA. WITH 25GA. TRACK. C. OPTIONAL- A MINIMUM YIELD STRENGTH FOR 16GA. STUDS SHALL BE 50 KSI, ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE BASED UPON THE USE OF 40,000 PSI FY MIN. D. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ #10 TEK SCREWS (MIN. I SCREW EACH FLANGE). ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. F. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH ENDS. G. ALL STUD TO STUD CONNECTIONS TO BE (4) #10 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE. H. AT TRACK BUTT JOINTS, A BUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. I. A MINIMUM OF 10" OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS. J. BRIDGING SHALL BE IS" CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDGING IS TO BE SPACED AT NO MORE THAN 4'-0" VERTICALLY AT APPROXIMATELY THE THIRD POINT. CRC BRIDGING IN 6" STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING TECHNIQUE SHALL BE 1 5/8"-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH STUD WITH SOLID BLOCKING REQUIRED AT 8'-0" O.C. MAX AND 24" FROM BOTTOM OF PANEL K. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. GENERAL NOTES I. VERIFY THE FOLLOWING WITH THE RESPECTIVE TRADES: A. SIZES AND LOCATIONS OF MECH AND/OR ELEC PENETRATIONS. B. LOCATIONS FOR BACKING/BLOCKING REQUIRED FOR MOUNTING MECH AND/OR ELEC EQUIPMENT.. C. CUTTING AND PATCHING FOR WORK REQUIRED BY MECH AND/OR ELEC. 2. FOR TYPICAL MOUNTING HEIGHTS OF TOILETS, BUILDING EQUIPMENT, AND ACCESSORIES, LOCATE PER ADA CODE AND MANUFACTURERS RECOMMENDATIONS. 3. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. OMISSIONS, DISCREPANCIES AND/OR CONFLICTS SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF CONSTRUCTION. 4. FOR CONSTRUCTION QUESTIONS AND APPROVALS, CONTACT: DAVE COX @ 352-516-4401 EXISTING METAL PANEL ROOF DECK ON PURLINS 26 GA. EXISTING DOWNSPOUT & GUTTERSYSTEM EXISTING R-19 U.L. RATED 'VINYL BACKED BATT INSULATION NEW MTL ROOF 3/4" PLT -WD. DECI FOR FUTURE W.H. PLATFORM Piz J 0 WAREHOUSE o D_ O 0 0 EXIST 8"X8"X 16" CMU WALL TYP. 112" GYPSUM - CEILING TYP. STORAGE ROOM 3 SO 20 GA "C" CHANNEL @ 16" O.C. TYP. FOR CEILING FRAMING \ 2"X4" WOOD STUD (1) LAYER 3 518" 20 GA MTL STUDS @ 16" O.C. PARTITION WALL 10' HIGH 1518" 25 G.A. MTL STUDS 112" GYP. BD. REGULAR 24" O.C. TPP. EA. SIDE 3 5/9'20 GA MTL CHANNEL W. FOIL BACK INSULATION R-4.1 TYP. OR TWT.T. BOTTOM PLATE ZZ NON- RATED NON- RATED 112" GYPSUM BOARD TYP. --------------------________________------ 878716"CMUTYP. NEW. 4" CONC. SLAB, C(TYP, INT. PARTITION WALL) 112" = 1'-011 EXTERIOR WALL DETAIL WITH R. 19 VINYL BATr_. DOST MTL ROOFDECK '•!i!.!•!i!.!Jili!•!iit!•!i!.!•!i!.!Ji!t!•!i!t!•!i!!•!i!.!•!1!.!•!i!�!•!i!t!•!i!.?•Til.!i!i1t�i!i 3 SO MTL STABILIZING CHANNEL n iink461,4111L MECH DUCT ZONE- 4EW MECH DUCT: 2'X T LAYIN ACCOUST. CEILING T X T LAPIN ACCOUST. CEILING PRE -ENG FLgq JOIST @ 24" © (TYP. INT. PARTITION WALL) N.T.S. I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN.)1-114" LEGS, FORMED FROM MIN. NO 25 MSG GALV. STEEL, ATTACHED TO FLOOR & CEILING WIFASTENERS SPACED 60" O.C. (MAX.) 2. STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN.), 1-1/4" LEGS, 3/8" FOLD BACK RETURNS, FORMED Wl MIN. NO. 25 MSG GALV. STEEL SPACED AT 24" O.C. 3. GYPSUM BOARD: IR" THICK, 4' WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK W/ I" LONG, TYPES STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD & 12" O.C. IN THE FIELD OF BOARDS. JOINTS ORIENTED VERITICAL LY AND STAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY. INTERIOR BEARING WALL AND DOOR DETAIL: EXISTING MTL DeN^r AAIPI DI IDI IAI EXIST CONC. \ R-1 I BATT INSULATION TYP. = J D (OPTIONAL) L J Q Lu 0 D 0 0 0 0 W OFFICE OFFICE _4L a o o D (I) LAYER 0 3 5/8" 25 GA MTL STUDS @ 24" O.C. PARTITION WALL IR" GYP. BD. REGULAR <1:8 EA SIDE 0 3 5/8"25 GA MTL CHANNEL TYP. RAL DECKING TYP. PLY -WOOD\ PRE -ENG FLgq JOIST @ 24" © (TYP. INT. PARTITION WALL) N.T.S. I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN.)1-114" LEGS, FORMED FROM MIN. NO 25 MSG GALV. STEEL, ATTACHED TO FLOOR & CEILING WIFASTENERS SPACED 60" O.C. (MAX.) 2. STEEL STUDS: CHANNEL SHAPED, 3 518" WIDE (MIN.), 1-1/4" LEGS, 3/8" FOLD BACK RETURNS, FORMED Wl MIN. NO. 25 MSG GALV. STEEL SPACED AT 24" O.C. 3. GYPSUM BOARD: IR" THICK, 4' WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK W/ I" LONG, TYPES STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD & 12" O.C. IN THE FIELD OF BOARDS. JOINTS ORIENTED VERITICAL LY AND STAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY. INTERIOR BEARING WALL AND DOOR DETAIL: EXISTING MTL DeN^r AAIPI DI IDI IAI EXIST CONC. SLAB 0'-0" F.F.E. D REAR L N.T.S. OAD BEARING WALL- SECTION DETAIL: SCALE: IR"= I'4" IT Gi W 0 Z J I LuZ W u 0 D 0 0 0 0 0 D 0 0 0 0 STANLEY P. HOELLE A R C H I T E C T -1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W_ Z – vi 0 V) N Z1n 0 -- u 2 M _V � CL O WW 0 F- LUu - w `n~ 6 &n _j JO °oza�zu wpx° >-QZ W z-3 0m3� U0 0- D ice w p W~ E m O ow MY W � Lu 'T 0 LL O LL W I\ W p 0 Ln O W E 1/1 Z F-EnNU p �Q 0 p p u - pcn uz 0- Z U W Q m Z W J Z W 0 i O U OLu CL u_ V �: 0 < Z (? C6 d 0 Q O pWZ W 0LuUmQpCeU–U - 0W�~20mO�i�Q �af3I.- �Opu W U LU O'T N W Ile C7 F' 3 H ~ v- pO N +ZU Lu JuJLLp J W J 0 Z _j LL — W Ce QLu¢ ¢ ¢ 03..,E It 0 1 Z� O Qc) 1 � � cC v Li Q Q W GC d. O Li- m � oC _� D O _O Z Z d Q V v cc �z �zk -o>< V� �C O M ~_ �Uc>ig C F— Z � Q V E— W _I 0 W 7 1 LARCH T P . 09033 ,MSTLACHET OE,DR. DR..- PL DRAWN EC*�` HEET # CHECKED BY: S.P.H. SCALE: AS NOTED A'8 DATE: 07-18-2017 _ , __ _ - _- i. __ _ _ _ _ _ __ APPLICABLE CODE ELECTRICAL: NEC 2014 EDITION I. MC WILL BE USED FOR ALL INTERIOR RACEWAYS & WIRING SECOND FLOOR OFFICE ELECTRICAL POWER PLAN: ALL WORK PER N.E.C. 2014 ED. SCALE: 1/4"= 1'41 V u tl u 2 u L ELEC. POWER LEGEND D NETWORKIDATAOUTLET PHONE LINE 1&2 OUTLET PH CABLE TV (CATS OUTLET TV 115 115 VOLT/ 20 AMP DUPLEX RECEPTICLE GF 115 VOLT/ 20 AMP GROUND FAULT INTER DUPLEX REC. UPS RECEPT, I UPS DUPLEX RECEPTICLE ENERGY 0 0 0 0 0 0 0 0 0 0 ENERGY CODE DUPLEX RECEPTICLE 220 220 AMP AIC ELECT DISCONNECT 0 0 0 0 0 0 0 0 0 0 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 366-295-9750 W _ Z — N O cn N Z LA Lu Z u ? 0- O W � p N W j Qvo J 0 0 U Q P x Z U w p Z Lu 13c z 0 Z p� LLJ J_ >JO�p dm p L" t E m O O Lu ULL w d �- LL. LU O W ^ W p O VWf O I- W E Ln Z F.. - c`1 1U p Q �C7�Wu z py QOZ=p0� OC U Q m W C3 Z W J Z W O 2 O O U C6d0QOpwZLu pWU00Qp0�U—U _ cnQF-Qp Z OZLL 1n p u. Q — u. 5�o3N1 CO 0 W U Iy W O'T � N W LU W°CO=�-OO-� p J u F- a + Z U Ccn A W LL — Z W QwQO000Lu O 1 O O V z GC O O � O LL QcC z Q:) Q QQ �C czC v �z �z� zt O c p �� = f-- z o Q O o V W_ ■ ■ O z oc ... �;� In LEY NOEL EHI TEC , -9033TLE TOE D DCZ .FL •3 J T I;VA DRAWN B 4 EET # CHECKED BY: S.P.H. E-2 SCALE: AS NOTED DATE: 07-18-2017 SYSTEM NO. W 3015 (formerly system No. 328) F Ratings - I and 2, Hr (See Items 3) T- Ratings - 0,3/4 and 2 Hr. (See Item 2) L Rating At Ambient - less than I CFM/sq ft. (See Item 3) L Rating At 400 F - less than I CFM/sq ft. (See Item 3) stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Parti- tion Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs- Wall framing may consist of either wood studs or steel Wood studs to consist of nom 2 by 4 in. lumbar spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board * - Nom 5/8 in thick, Oft. wide with square or tapered edges. The gypsum wallboard type, number of layers, and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of openings cut in gypsum wallboard is 2 in. C. Fasteners - When wood stud framing is employed, gypsum board attached to studs with cement coated nails as specified in the individual Wall or Partition Design. When steel channel stud framing is employed, gypsum board attached to studs with Type S self -drilling, self-tappin bugle -head steel screws as specified in the individual Wall or artltlon Design. Diam of circular through opening cut through gypsum board on each side of the wall assembly to be min 1/4 in. to max I 1/ 16 in. larger than diam of through penetrating product (Item 2) installed in through opening. Side edge of circular opening to be min 3 in. from nearest stud in wall cavity 2. Through Penetrating Product* - Max one armored cable or metal clad cable to be installed near center of circular opening in gypsum board. Through penetrating product to be rigidly supported on both sides of wall assembly. The following types of Through -Penetrating Products may be used: A. Max four copper conductors No. 2/0 AWG (or smaller) aluminum or steel Armored Cable# or Metal -Clad Cable+. AFC CABLE SYSTEMS INC B. Two or more twisted copper conductors No. 6 AWG (or smaller) Power Limited Circuit Cable+ with or without a jacket under a metal armor. AFC CABLE SYSTEMS INC C. Two or more twisted copper conductors No. 10 AWG (or smaller) Power Limited Fire Alarm Cable+ with or without a jacket under a metal armor. AFC CABLE SYSTEMS INC D. Two or more twisted copper conductors No. 12 AWG (or smaller) Non Power Limited Fire Alarm Cable+ with or without a jacket under a metal armor. AFC CABLE SYSTEMS INC When installed 1n I hr fire rated wall assembly, T Rating 1s 0 hr. When installed in 2 hr. fire rated wall assembly, T Rating is 3/4 hr when max armored cable, metal -clad cable or power limited circuit cables are used. The T Rating is 2 hr when non power limited fire alarm cable is used. 3. Fill, Void or Cavity Material* - Caulk - caulk fill material forced into annular space around entire circumference of through penetrating product to completely fill opening in gypsum board on each side of the wall assembly. A min 5/8 in. thickness of caulk is required for the I hr F Rating. A min 1-1 /4 in. thickness of caulk is required for the 2 hr F Rating. 3M COMPANY - CP 25WB+ *Bearing the UL Classification Mark ' u �I IIS APPLICABLE CODE Fql — ELECTRICAL- NEC 2014 EDITION I. MC WILL BE USED FOR ALL INTERIOR RACEWAYS & WIRING SHIPPING REA 28'X24' O RECEIVING AREA 28'X24' O 0- -15,5 F. GR -SP R ING- O STORES AREA ��R 28'X38' FENCE TYP. IIS 15 SHOW UNIT'S AREA 28'X 18 1 I r r r r r.. I r 1 r r 1 1 r r r I 1 r I r r r I I I I r I II I— -- --- -- ! '-- -- -- _Al ENGINEERING AREA 22'X 18 C O MENS ADA WOMEN'S VA = WAREHOUSE ELPOWER P ALL WORK PER N.E.C. 2014 ED. SCALE: 1/8"= 1'41 W I& 208 V. 3-PHASE; 30 480 V; 3-PHASE; 90 PRE -STAGE AREA 18 X22 208 V; 3-PHASE; PRE -STAGE AT 18'X22' I&, 2W, 3-PHASE; 15 IIS IS ELECTRICAL AREA 8 X30' 115 15 ER pul 208V; 3-PHASE; 30 480 V; 3-PHASE; 90 PRE -STAGE AREA 18'X22' ELEC. POWER LEGEND D NETWORGATA OUTLET PHONE ONE 1&2 OUTLET PH CABLE TV (CATIA OUTLET TV 115 115 VOLT/ 20 AMP DUPLEX RECEPTICLE 115 VOLT/ 20 AMP GROUND FAULT INTER. DUPLEX REC. UPS RECEPT. P UPS DUPLEX RECEPTICLE ENERGY ENERGY CODE DUPLEX RECEPTICLE 220 220 AMP NC ELECT DISCONNECT LU O z J z LU U SERVICE AREA 25'X 18 V; 3-PHASE; 38 AMP ® FABSTAR 4030 WELDING AREA IIs ISAM 230 V; 3-PHASE; 62 AMP 25'X 16 ®MIGMASTER NOTE IV HIGH HARD GYPSUM CEILING 2 O V; 3-PHASE; 38 AMP PCS43 INVERTER im 220 V; 3-PHASE; 30 AMP ®AIR COMP. 220 V; 3-PHASE; 5 AMP ®BRIDGEPORT FUTURE P.B.AREA 25'X25' IS IS AMP V; 3-PHASE; 213 AMP ® LATHE IS BENCH GRIDER 15 AMP IQM IS IS AMP 220 NCO MILLSP ®E 119 MECHANICAL AREA 25'X48' NOTE IV HIGH HARD GYPSUM CEILING IS BENCH GRIDER 15 AMP IS IS Alf 220 V; 3-PHASE; 8.9 AMP 0 0 ®ENCORE MILLS ®V3 -PHASE; 14 AMP VETRAX ' u �I IIS APPLICABLE CODE Fql — ELECTRICAL- NEC 2014 EDITION I. MC WILL BE USED FOR ALL INTERIOR RACEWAYS & WIRING SHIPPING REA 28'X24' O RECEIVING AREA 28'X24' O 0- -15,5 F. GR -SP R ING- O STORES AREA ��R 28'X38' FENCE TYP. IIS 15 SHOW UNIT'S AREA 28'X 18 1 I r r r r r.. I r 1 r r 1 1 r r r I 1 r I r r r I I I I r I II I— -- --- -- ! '-- -- -- _Al ENGINEERING AREA 22'X 18 C O MENS ADA WOMEN'S VA = WAREHOUSE ELPOWER P ALL WORK PER N.E.C. 2014 ED. SCALE: 1/8"= 1'41 W I& 208 V. 3-PHASE; 30 480 V; 3-PHASE; 90 PRE -STAGE AREA 18 X22 208 V; 3-PHASE; PRE -STAGE AT 18'X22' I&, 2W, 3-PHASE; 15 IIS IS ELECTRICAL AREA 8 X30' 115 15 ER pul 208V; 3-PHASE; 30 480 V; 3-PHASE; 90 PRE -STAGE AREA 18'X22' ELEC. POWER LEGEND D NETWORGATA OUTLET PHONE ONE 1&2 OUTLET PH CABLE TV (CATIA OUTLET TV 115 115 VOLT/ 20 AMP DUPLEX RECEPTICLE 115 VOLT/ 20 AMP GROUND FAULT INTER. DUPLEX REC. UPS RECEPT. P UPS DUPLEX RECEPTICLE ENERGY ENERGY CODE DUPLEX RECEPTICLE 220 220 AMP NC ELECT DISCONNECT LU O z J z LU U 0 0 0 0 0 0 0 0 0 0 I 111 111 Ila STANLEY P. HOELLE A R C H I T E C T 1114 MISTLET13E DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W _ z oC _ vi O :0:1) cn Z F N O UU 0 N :)CL O W 0 H OZ LOU z Lu J z 0_J 0 0 U <PxzuwOz t Q. z U z 0 6 3:i w80=0 J O_ 5 d m O w~ m 0 O w - w > HLL F=. LL O W K 0 W^ 01.to�WZ�z �TnNUO `? Q z a QOz=p0 O I... W (n d O O LU CL 0 Lu 0 U (A JUOLLC7 Z UN md0D000wz w SWU0a<0CU—V v1QQ0 z 0z_J LL V7 02LLLL LL QP. — CaV) Q_J 0 ce ca 0 dQ��i�CL000 W U ceW W O M E N LU ar- c�23�~ o Vo° V) +zU V) W JUJcc J _1LLa JZ _J QLuQO¢¢03�Lua 0 1 ZZ O� U ¢ W oc O O �' O_ LL' Q � 0 a 0 �O z Q O V v �z O zz � > 0 o Q O F— C I z o O p w¢¢ V d Z V ,. L W T'S SEA H 1i r . � ' I • 01 T6 �1: 7_1 1A t.�K LEE 033 DAYTON DRAWN BY: S.P.H. SHEET # CHECKED BY: S.P.H. E-3 SCALE: AS NOTED DATE: 07-18-2017 1 ELECTFiI CAL "O -VES; I. MC WILL BE USED FOR ALL INTERIOR RACEWAYS & WIRING 2. SURFACE MOUNTED CONDUIT WILL BE USED FOR ALL EXTERIOR RACEWAYS, WIRING AND @ FIRE RATED PARTITIONS APPLICABLE CODE ELECTRICAL: NEC 2014 EDITION ELECTRICAL LIGHTING FIXTURE SCHEDULE CQUNG MOUNTED QTY. MANUFACTURER CATALOGUE N0. POWER PACK FOR MOUNTING/ NOTES LED LIGHTING TAMLITE LED O,C WALL MOUNT OCCUPANCY SENSOR DUAL TECH DUAL EQUAL SWITCHING FOR LIGHTING AND CONTROLLED RECEPTACLE Al CIRCUIT LIGHTOLIER DPS2G 12LSZU4 CEILING 24" X 24" FLUORESCENT EQUAL 120V TXT TAMLITE LED MOUNTED WI BATT. BACKUP CEILING MOUNT OCCUPANCY SENSOR O.C. CEILING DRUM FIXTURE ELECTRICAL LIGHTING FIXTURE SCHEDULE TYPE QTY. MANUFACTURER CATALOGUE N0. LAMPS MOUNTING/ NOTES LED TAMLITE LED 24" X 24" FLUORESCENT EQUAL Al LIGHTOLIER DPS2G 12LSZU4 (2) FB32 24" X 24" FLUORESCENT EQUAL 120V TXT TAMLITE LED D WI BATT. BACKUP LIGHTOLIER 6618 (1) 100 CEILING DRUM FIXTURE EQUAL ONE-WAYSWITCH E LIGFITOLIER ESW NONE 2 -HEAD EMERGENCY LIGHT EQUAL FAN LIGHTING/MECH. SYMB. MECH. SUPFLYIDIFFUSER(24"x241 QO m SMOKE DETECTION rRi t p (STA) 12"X48" (HIGH BAY STRIP a EXIT SIGNS WIBATT. BACKUP LIGHT) SUSPENDED FIXTURE COMBO 4 i ► I I CHLORIDE EMERGENCY LIGHTING � TXT TAMLITE LED I WI BATT. BACKUP � LE SUSPENDED FIXTURE ONE-WAYSWITCH Igo 1 i I 1 EXHAUST FAN ss THREE-WAY SWITCH FAN ► ► 96" FLUOR. SHOP LIGHT MECH. RETURN (24" x 241 M.D 30 MINS INTERLOCK MOTION IQ -0" OCCUPANCY SENSOR DETECTORS T WALL MOUNTED WP FLOOD LIGHT ® MECH. SUPPLY (8" x 41 CONTROLLED BY PHOTOCELL 1 1 1 b 1 1 , 1 1- - - - - - - - - - - - - / / / C�7 E EXPOSED O�EN CEILING NO GRI TYPICAL --------------- rRi t 1 1 I i t i I I I I 4 i ► I I � I � i Igo 1 i I 1 tFo � I 1 I Ltfl ► ► I 1 IQ -0" F. \ STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W _ Z °C — vi 0 in N Z N ui 0 U / C�7 E EXPOSED O�EN CEILING NO GRI TYPICAL --------------- ❑ ' ❑ \ `IIIIqGw 74 f. S{AFf \ 11 A LEo IID ► WAREHOUSE ELECTRICAL LIGHTING PLAN: ALL WORK PER N.E.C. 2014 ED. SCALE: 11811=1'-0" A 1 1 I I I I I i I I I ► I ► I I 1 1 1 I i t i I I I I 4 i ► I I I i 1 i I 1 I 1 I ► ► I ❑ ' ❑ \ `IIIIqGw 74 f. S{AFf \ 11 A LEo IID ► WAREHOUSE ELECTRICAL LIGHTING PLAN: ALL WORK PER N.E.C. 2014 ED. SCALE: 11811=1'-0" A 1 1 I I I I I i I I I ► I ► I I STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W _ Z °C — vi 0 in N Z N ui 0 U -- inc cmc N U C O E o Q N U Lu �Z�oZO a 3u QpZU 0 0Z iE � UO Z p Z J - Ll CL T- T- m O W OIL) U O W a LL - LL WO p N ONoUo�LnZ V)c9=t"OO�Q OpF'pU� + �Z=Ot:z pv1 QUQQQF-Um Z Q� w W V) d H O O c O 0 0 0 W Z W pWU00QpceU—U g v1Qi-Qp ZZ_ pZo. !3 2 2 > L� FQ-- _ of p w 0 Te, OU dJ�oO W U c W W 0 �- N W u�3F� 10 moo° N u LL p Z U of J J J+ W LL Z W aWa0Qa03�Lu� 0 0 0 0 U O 0 LLJ Q 0 �o moo LJL■ z Q o V v �z �zC:) cn cC 0 V �Uc;.i gi Z 0 O p Q V W � OoLLi �■� '. A CNHITE * LE �(IMISTLETOE D D •. E CH. FL 32 t el DRAWN: z T # CHECKED BY: S.P. L V SCALE: AS NOTED DATE: 07-18-2017 FLEX DUCT SIZING SCHEDULE GRILLS & REGISTERS 0-30 HART & COOLEY or eqv. MODEL NUMBER HVS-R6 A611 RHF45-T SIZE 24x24 8X4 20x20 CONSTRUCTION STEEL ALUM ALUM FINISH DAMPER NONE MS NONE 0 Z O -j o WHITE WHITE WHITE TYPE SUPPLY SUPPLY RETURN w/20x2O VERTICAL AIR FILTER FLEX DUCT SIZING SCHEDULE CFM RANGE FLEX DUCT DIAMETER 0-30 4" DIAMETER 31 -60 5" DIAMETER 61-100 6" DIAMETER 101 - 149 T' DIAMETER 150-200 8" DIAMETER 201 - 300 9" DIAMETER 301 - 400 10" DIAMETER 401 -600 12" DIAMETER 601 - 900 14" DIAMETER 901 - 1000 16" DIAMETER MECHANICAL. SYMB. ®MECH. SUPPLYIDIFFUSER (24"x24') ® EXHAUST FAN FAN _ SUPPLY MAIN DUCT LINE SUPPLY FLEX DUCT LINE RETURN MAIN DUCT LINE r---yRETURNFLEX DUCT LINE ® MECH. RETURN (24" x 24') THIS DETAIL WILL WITHSTAND I A21 ANGLES 140 MPH UPUFTNVINDLOAD PER IDE OF UNIT (8) TOTAL 08GA) ATTACH: USING #14x1-112 S.S. SHEET MTL. SCREWS TO BASE OF EXTERIOR EQUIPMENT: TIE DOWN COMPRESSOR, ATTACH TO CONC. A/C DETAIL N.T.S PAD/SLAB USING 3116"x2-1/4" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1-112" SHEET MTL SCREWS & (2) 3/16'x2-1/4" TAPLONS. 3 SIS" TYP. MTL 1 6�§ 1 FRESH AIR INTAKE STUDWALL WI ®® SUPPLY I IT GYP. BD. EA. SIDE N SMOKE DETECTOR U Z u � FOR 2000 CFM & OVER O �T0 SUPPLY DI FIRESTATS FOR W LUJU Q N LEFSSTHAN 2000 W 0 Z O -j o 0 V <Pxzu°oz VERTICAL AIR HANDLER UNIT BLOCKING AS RE 'D TO SUPPORT UNIT WFJGHT EkTEND DUCT BOARD THROUGHOUiPLENUM ,AIR HANDLER INSTALLA R-30 INSULATION ABOVE CEILING -FINISHED CEILING V X T ACCOUST.I -SUPPLY DUCT NPFLOW) -RETURN DUCT POWNFLOW) -DUCT STAT IN RETURN PLENUM, TO SHUT DOWN BLOWER ORIENT A/H UNIT FOR SERVICE ABILITY, WITH CLEARANCE PER MFR SPECS PLENUM AT BASE OF UNIT CONSTRUCTED OF 2 X 4 WOOD STUDS AT 16" GC W/ 3/4" CD -X PLYWD. TOP DECK AND IT PLYWOOD SIDE& FACTORY DRAIN PAN W/ FLOAT SWITCH TO SHUT OFF UNIT WHEN WATER REACHES CERTAIN LEVEL PVC CONDESATE DRAIN DIRECTLY TO EXTERIOR DRYWELL OR OUTSIDE TION DETAIL SCALE: N.T.S. FIJ ❑ 24724" 24"X24" SUPPLY SUPPLY 4 611 " IN :[A ❑ EM / I 24"X24" �■sz, 20(2 — -.. .. X EMIR 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 I l l l t 1 1 1 I I I I A t l I I V I I I MAIN SUPPLY DUCT 0 ®) 24"X RETURN %XXX 2471, SUPPLY SUPPL 6L N\ END ,!iF N 24"X24" 5 -TON - - - - - - SUPPLY RETURN ® � N/ I 24"X24" SUPPLY N z a 5 -TON 24"X24° ® SUPPLY 0:01 0 -- -- 24724" --------- ------------- ---------�PIn --------- - 5 -TON ------------------------------------------------------�UF-------I�__ --------- - Volume clamp ® ® ON installed on the res 4" 21'X24" 24X24" air duct in to regulate ®SUPPLY SUPPLY ® SUPPLY volume of fresh air MAIN RETURN DUCT entering lb" 11 I i I I STAIR4CASEE #1 ® 5 -TON L I =rte—t1=tom= 2411X24" 24"X24" 2411X24" RTURNTRETURN n RETURN T HVAC NOTES: 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2) DUCT BOARD WILL BE 1 1/2" R-6 RIDGID BOARD. 3) FELX DUCT WILL BE SILVER R-6 VALUE 4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT 5'-0" A.F.F. 5) ARCHITECTS AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS; UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED. 6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM. 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 TIMES CROSS-SECTIONAL AREA OF S.A. DUCTS ENTERING ROOMS 8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING OTE: CONTRACTOR SHALL PROVIDE TEST AND BALANC =PORT FOR FINAL MECHANCIAL INSPECTION DRAIN CONN. tX"l CROSS FPT MINIMUM CLEANOUT DRAIN PAN PLUG ---\ 2" MIN P[TCH SO VAL E 1" GREATER THAN TSP. CONDENSATE TRAP NOT TO SCALE n n 24724" SUPPLY SUPPLY SUPPL MAIN WJPPLY DUCT 24'7(24" 24"X24" 1 6�§ 1 RETURN RETURN 2411/Q4" ®® SUPPLY 24"X24" 5 -TON - - - - - - SUPPLY RETURN ® � N/ I 24"X24" SUPPLY N z a 5 -TON 24"X24° ® SUPPLY 0:01 0 -- -- 24724" --------- ------------- ---------�PIn --------- - 5 -TON ------------------------------------------------------�UF-------I�__ --------- - Volume clamp ® ® ON installed on the res 4" 21'X24" 24X24" air duct in to regulate ®SUPPLY SUPPLY ® SUPPLY volume of fresh air MAIN RETURN DUCT entering lb" 11 I i I I STAIR4CASEE #1 ® 5 -TON L I =rte—t1=tom= 2411X24" 24"X24" 2411X24" RTURNTRETURN n RETURN T HVAC NOTES: 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2) DUCT BOARD WILL BE 1 1/2" R-6 RIDGID BOARD. 3) FELX DUCT WILL BE SILVER R-6 VALUE 4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT 5'-0" A.F.F. 5) ARCHITECTS AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS; UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED. 6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM. 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 TIMES CROSS-SECTIONAL AREA OF S.A. DUCTS ENTERING ROOMS 8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING OTE: CONTRACTOR SHALL PROVIDE TEST AND BALANC =PORT FOR FINAL MECHANCIAL INSPECTION DRAIN CONN. tX"l CROSS FPT MINIMUM CLEANOUT DRAIN PAN PLUG ---\ 2" MIN P[TCH SO VAL E 1" GREATER THAN TSP. CONDENSATE TRAP NOT TO SCALE n n 24724" SUPPLY SUPPLY SUPPL MAIN WJPPLY DUCT 24'7(24" 24"X24" U!SN I RETURN RETURN 2411/Q4" ®® SUPPLY SUPPLY I1 SUPPLY �- SUPPLY MAIN TURN DUCT RETURN 111 RETURN I El I u FIRST FLOOR OFFICE HVAC MECHANICAL DUCT PLAN: SCALE: IH"=1'q' NOTE: SUPPLY CfM'S SHALL BALANCE RETURN CFM'S /STRUCTURAL JOIST OR CONCRETE SLAB ABOVE SUPPORT DUCT TO STRUCTURE WITH 1-1/2" WIDE 24GA METAL STRAP. PROVIDE CONCRETE POWDER ACTUATED FASTNER FOR INSTALLATION IN CONCRTE. DUCT SHEET METAL SCREWES OR POWDER ACTUATED FASTNER FOR INSTALLATION IN STRUCTURAL STEEL OR JOIST. ALL HORIZONTAL SUPPORTS SHALL BE MIN 5'-0" ON CENTER OR APPROVED BY SMACNA STANDARDS. NON METALLIC DUCT SUPPORT DETAIL NOT TO SCALE PLEASE NOTE: NO SMOKE DETECTOR REQUIRED IN EXIST AHU IF LESS THEN 2,000 CFM SECURE TO STRUCTURE WITH MASTIC ALL SPIN -IN FITTING/POWDER ACTUATED FASTNER OR JOINTS AT WITH SCOOP AND SHEET METAL SCREW CLOSURE VOLUME DAMPER THICK METAL STRAP 5'-0" ON CENTER AIR FLOW FLEX LE DUCT -� vim/ INSULATE SPIN -IN WITH 1 1/2" THICK INSULATION SUPPLY AIR WITH VAPOR BARRIER LEAVING DUCT DAMPER OPERATOR ACCESSIBLE FLEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING DUCT TAKEOFF- DETAIL - NOT TO SCALE SAN RETURN Z Q 24'7(24" RETURN O 1 O 1 � � C) U Q W to � �O O O Q � D L -C. oc O �O z Z Q Q F -- w cC c� U � Z Z O �- �O c~n oC O L F— � Z C3 Q V �— J W W LL.j TEL f9 �- � V J STANL HOE ♦ ' ARCHITE '9033 1 `MISTLETOE DR.� . :I GH. 20\14W -FC 2'1=1`. DRAWNip_Q;H.J ; . # CHECKED BY: S.P.H. SCALE: AS NOTED DATE: 07-18-2017 1 p STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 366-295-9750 W Z� _ N O� Z 0 N N U Z u � a O W LUJU Q N 0 W 0 Z O -j o 0 V <Pxzu°oz t<Z�ZdZo 20�J O o 6 > J CL 5 U W~ E m oC O d m O w w > LLI � LL. � 2 LL w LL W 1L 0 LnZ ONO�W 1—N"IWo04Q z �0�WU z oN- QoZ=off C U m W Q Z W J� W0 LU CL U R O U O `" UNF�U�OiUZ .-. E . O 0LuZ Lu vi W 00dODQ p!U°OQ NQ1--Qa 0 Z BUD OZJ U LL O Os N �_ � J���0 LL Q — LL LU � �a,��� �On U zW U� w LLI O 'IL: N d UI-,F-~ov10 V) LU l7 U 10 -jJJOZ Q W Q Q J Q Z - ZI,, O �LL. w a O 1 O 1 � � C) U Q W to � �O O O Q � D L -C. oc O �O z Z Q Q F -- w cC c� U � Z Z O �- �O c~n oC O L F— � Z C3 Q V �— J W W LL.j TEL f9 �- � V J STANL HOE ♦ ' ARCHITE '9033 1 `MISTLETOE DR.� . :I GH. 20\14W -FC 2'1=1`. DRAWNip_Q;H.J ; . # CHECKED BY: S.P.H. SCALE: AS NOTED DATE: 07-18-2017 1 p r FLEX DUCT SIZING SCHEDULE GRILLS & REGISTERS 0-30 HART & COOLEY or eqv. MODEL NUMBER HVS-R6 AG11 RHF45-T SIZE 24x24 8x4 20x20 CONSTRUCTION STEEL ALUM ALUM FINISH DAMPER NONE MS NONE FOIRRESRTATS FOR WHITE WHITE WHITE TYPE SUPPLY SUPPLY RETURN W t w/20x2O FILTER FLEX DUCT SIZING SCHEDULE CFM RANGE FLEX DUCT DIAMETER 0-30 4" DIAMETER 31 -60 5" DIAMETER 61 - 100 6" DIAMETER 101 - 149 T' DIAMETER 150-200 8" DIAMETER 201 - 300 9" DIAMETER 301 - 400 10" DIAMETER 401-600 12" DIAMETER 601 -900 14" DIAMETER 901 - 1000 16" DIAMETER MECHANICAL. SYMB. ®MECH. SUPPLYIDIFFUSER (24"x24' ® EXHAUST FAN FAN SUPPLY MAIN DUCT LINE SUPPLY FLEX DUCT LINE RETURN MAIN DUCT UNE (-----yRETURNFLEX DUCT UNE MN MECH. RETURN (24" x 24") THIS DETAIL WILL WITHSTAND 140 MPH UPUFTIVVINDLOAD EXTERIOR EQUIPMENT: TIE DOWN A/C DETAIL NTS USE �NIMPSON: A21 ANGLES PER OF UNIT (8) TOTAL (18GA) ATTACH: USING #14x1-112 S.S. SHEET MTL SCREWS TO BASE OF COMPRESSOR. ATTACH TO CONC. PAD/SLAB USING 3/16"x2-1/4" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1 -I/2" SHEET MTL SCREWS & (2) 3/16"x2- 1 /4" TAPLONS. 3 518" TYP. MTL FRESH AIR INTAKE STUDWALL WI 111" GYP. BD. EA. SIDE SMOKE DETECTOR FOR 2000 CFM & r SD �TO SUPPLY DLKT(S -I>- R-30 INSULATION ABOVE CEILING FOIRRESRTATS FOR I . LLEFSS THAN 2000 W t STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W Z� _ N ON N Z O U CCcle -- N U ::) C O Ce W d p N U w _jO - - - - JLU Zpui p �U <Pxzz-u ° oz FINISHED CEILING (Z' X 2' ACCOUST.) Lu W pWtEmOOW W>°Y0�LLT SUPPLY DUCT (UPFLOW) LL W (� LL eqU0 Ln OInN cnaW WOO �- oCC21WU N vo O p p En - �Z=O— Z 0v1 U F ZLU0-pU OU RETURN DUCT (DOWNFLOW) � d 0 < O p W Z W UQ p ceU— U VERTICAL AIR cn Q F- Q p Z O Z U_cn p Li Q — LL otS��OO WO DUCT STAT IN RETURN PLENUM, aim 00 U LU U O W= 0' 01-: LU,O o Z HANDLER UNIT Uj� :x -O0p° N U Z U N LL p TO SHUT DOWN BLOWER J J J+ W �y — Z LU Q WQOQ Q O�.W�CL ORIENT AIH UNIT FOR SERVICE ABILITY, O 7qK ��J Q O WITH CLEARANCE PER MFR. SPECS. PLENUM AT BASE OF UNIT O U CONSTRUCTED OF 2 X 4 WOOD 1� �• Q Z W � O STUDS AT 16" CIC W13/4" CD -X PLYWD. _ 1 Oz Z Q m PIZQ TOP DECK AND I@" PLYWOOD SIDES. v J �z C) z FACTORY DRAIN PAN W/ FLOAT SWITCH >< O TO SHUT OFF UNIT WHEN WATER M U g REACHES CERTAIN LEVEL BLOCKING AS RE_ Q'D TO (fes � PVC CONDESATE DRAIN DIRECTLY QIPPORT UNIT WEIGHT � W J TO EXTERIOR DRYWALL OR OUTSIDE EXTEND DUCT BOARD THROUGHOUT PLENUM IR HANDLER INSTALLATION DETAIL SCALE: N.T.S. Volume damper t, installed on the fr air duct in to regu volume of fresh entering buildi HVAC NOTES: 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2) DUCT BOARD WILL BE 1 1/2" R-6 RIDGID BOARD. 3) FELX DUCT WILL BE SILVER R-6 VALUE 4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT 5'-0" A.F.F. 5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS; UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED. 6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM. 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 TIMES CROSS-SECTIONAL AREA OF S.A. DUCTS ENTERING ROOMS 8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING NOTE: CONTRACTOR SHALL PROVIDE TEST AND BALANCE REPORT FOR FINAL MECHANCIAL INSPECTION DRAIN CONN. (X') CROSS FPT MINIMUM CLEANOUT DRAIN PAN PLUG 2' MIN PITCH n FSO VAL 1' GREATER THAN TSP. � 71 CONDENSATE TRAP NOT TO SCALE SECOND FLOOR OFFICE HVAC MECHANICAL DUCT PLAN: NOTE: SUPPLY CFM'S SHALL BALANCE RETURN CFM'S TRUCTURAL JOIST OR CONCRETE SLAB ,BOVE UPPORT DUCT TO STRUCTURE WITH -1/2' WIDE 24GA METAL STRAP. ROVIDE CONCRETE POWDER ACTUATED ASTNER FOR INSTALLATION IN CONCRTE. HEET METAL SCREWES OR POWDER CTUATED FASTNER FOR INSTALLATION IN TRUCTURAL STEEL OR JOIST. ALL ORIZONTAL SUPPORTS SHALL BE MIN '-0' ON CENTER OR APPROVED BY MACNA STANDARDS. NON METALLIC DUCT SUPPORT DETAIL NOT TO SCALE SCALE: 1/4"= 1'41 PLEASE NOTE: NO SMOKE DETECTOR REQUIRED IN EXIST AHU IF LESS THEN 2,000 CFM SECURE TO STRUCTURE WITH MASTIC ALL SPIN -IN FITTING,,,/ --POWDER ACTUATED FASTNER OR JOINTS AT WITH SCOOP AND SHEET METAL SCREW CLOSURE VOLUME DAMPER 1-1/2" THICK METAL STRAP 5'-0" ON CENTER AIR FLOW -� F. ry 1••.�... i ..� i INSULATE SPIN -IN WITH 11112" THICK INSULATION SUPPLY AIR WITH VAPOR BARRIER LEAVING DUCT DAMPER OPERATOR ACCESSIBLE LEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING DUCT TAKEOFF DETAIL- STANLEY ETAIL 7 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W Z� _ N ON N Z O U CCcle -- N U ::) C O Ce W d p N U w _jO JLU Zpui p �U <Pxzz-u ° oz t U Z� p UX Z 0 — O J Lu W pWtEmOOW W>°Y0�LLT LL W (� LL eqU0 Ln OInN cnaW WOO �- oCC21WU N vo O p p En - �Z=O— Z 0v1 U a~> U m Z Q ZLU0-pU OU � d 0 < O p W Z W UQ p ceU— U cn Q F- Q p Z O Z U_cn p Li Q — LL otS��OO WO aim 00 U LU U O W= 0' 01-: LU,O o Z Uj� :x -O0p° N U Z U N LL p J J J+ W �y — Z LU Q WQOQ Q O�.W�CL O 7qK ��J Q O O U 1� �• Q Z W � O c oc O _ 1 Oz Z Q PIZQ F— v �z C) z ��- 0 >< O M U g L �--- Z (fes � D Q V � W J O W . L7 � � 'iL 9�1�7 '•ice , :: •Y � A A qH C �333�� 1 'MI TLETOEDR D ACf`6 -.FL 3221 ' DRAWN B 'R f Ln ` E CHECKED BY: S.P.H. SCALE: AS NOTED DATE: 07-18-2017 7 PLEASE NOTE: ❑VERALL HOISTWAY LENGTH AND WIDTH DIMENSIONS ARE FROM DRYWALL TO DRYWALL (WHERE APPLICABLE) �311 '�: %'a ' •• . • •' PIT DEPTH EL. 0.00 ELEVATION B -B_ 9/16" RUNNING CLEARANCE 0 U Z Z � H Q M Z Q Dw U TYPICAL PLAN 55 1/8" FINISHED RUNWAY LENGTH (PIT LENGTH) 54" CLEAR INSIDE CAB LENGTH 27 9/16" 24" 0 30 /4" 0 A TO ER 3 CU 0 3 A Z � ��3 d- Q Ln A M CL w v O L7 S M Z 3 Ll- 0 U Z Z � H Q M Z Q Dw U TYPICAL PLAN 55 1/8" FINISHED RUNWAY LENGTH (PIT LENGTH) 54" CLEAR INSIDE CAB LENGTH 27 9/16" 24" PRELIMINARY DRAWING ONLY DRAWING APPROVAL: C"A"SES REQUEST, THIS DRAWING REFLECTS OUR INTERPRETATION OF THE INFORMATION PROVIDED BY TIJC TCA1 f� 1'1 1 Tllr 1"11"1Tr1'f rl"IGI Ttlil� f�lrl'1�IATT1'1\I TPS TUC TCA1 CHIP 9/16" RUNNING CLEARANCE HALL CALL - SURFACE REMOTE 4250® CALL / SEND I .875 CAR OPERATING -PANEL THE DEALER ON THE ORDER FORM, THIS INFORMATION IS THE DEALERS EMERGENCY LIGHT RESPONSIBILITY, AND IS THE BASIS FROM WHICH THIS LIFT IS DESIGNED AND MANUFACTURED. PLEASE INDICATE THE REQUESTED ACTION BY CHECKING ONE OF THE 3. o FOLLOWING BOXES AND SIGNING BELOW TO AUTHORIZE COMPLETION OF THIS ORDER. 4' APPROVED WITH NO EXCEPTIONS MANUFACTURE PRODUCT AS PER DRAWING � APPROVED WITH EXCEPTIONS, NO REAPPROVAL SIGNATURES DATE= REQUIRED CAUTIONi ONCE THE DRAWING IS APPROVED, JOB CANCELLATION FEES WILL APPLY MAKE CHANGES AS NOTED, NO REAPPROVAL DRAWING REQUIRED 0 (D EMERGENCY STOP--JLKEY OFF/CE USE ONL Y. Part No. CHANGE AS NOTED, REAPPROVAL REQUIRED c�NFlWWON vEi�oN STAMP. 1 J O -4 MAKE CHANGES AS NOTED, SEND CORRECTED DRAWING FOR ��� REAPPROVAL BEFORE MANUFACTURE MO LU VERSION STAMP: B -S-7181 Variant No. Q ni i�rnuro. n w Tr_ O tet' 0 30 /4" 0 TO ER 0 0 Fl77777= w A = W ~ ZA t~3 cy) w Q J U U PRELIMINARY DRAWING ONLY DRAWING APPROVAL: C"A"SES REQUEST, THIS DRAWING REFLECTS OUR INTERPRETATION OF THE INFORMATION PROVIDED BY TIJC TCA1 f� 1'1 1 Tllr 1"11"1Tr1'f rl"IGI Ttlil� f�lrl'1�IATT1'1\I TPS TUC TCA1 CHIP 9/16" RUNNING CLEARANCE HALL CALL - SURFACE REMOTE 4250® CALL / SEND I .875 CAR OPERATING -PANEL THE DEALER ON THE ORDER FORM, THIS INFORMATION IS THE DEALERS EMERGENCY LIGHT RESPONSIBILITY, AND IS THE BASIS FROM WHICH THIS LIFT IS DESIGNED AND MANUFACTURED. PLEASE INDICATE THE REQUESTED ACTION BY CHECKING ONE OF THE 3. o FOLLOWING BOXES AND SIGNING BELOW TO AUTHORIZE COMPLETION OF THIS ORDER. 4' APPROVED WITH NO EXCEPTIONS MANUFACTURE PRODUCT AS PER DRAWING � APPROVED WITH EXCEPTIONS, NO REAPPROVAL SIGNATURES DATE= REQUIRED CAUTIONi ONCE THE DRAWING IS APPROVED, JOB CANCELLATION FEES WILL APPLY MAKE CHANGES AS NOTED, NO REAPPROVAL DRAWING REQUIRED 0 (D EMERGENCY STOP--JLKEY OFF/CE USE ONL Y. Part No. CHANGE AS NOTED, REAPPROVAL REQUIRED c�NFlWWON vEi�oN STAMP. 1 J O -4 MAKE CHANGES AS NOTED, SEND CORRECTED DRAWING FOR ��� REAPPROVAL BEFORE MANUFACTURE MO LU VERSION STAMP: B -S-7181 Variant No. Q ni i�rnuro. n w Tr_ O tet' PR❑VISI❑NS err�i�aa� HOISTWAY — THE HOISTWAY MUST BE DESIGNED AND BUILT IN ACCORDANCE WITH 'SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS' OR "SAFETY CODE FOR ELEVATORS AND ESCALATORS' AND ALL STATE AND LOCAL CODES, PLUMB RUNWAY— DUE TO; CLOSE RUNNING CLEARANCES OWNER/ AGENT MUST ENSURE THAT HOISTWAY AND PIT (WHERE PROVIDED) ARE LEVEL, PLUMB (-/+ 1/8 (3 mm)) AND SQUARE AND ARE IN ACCORDANCE WITH THE DIMENSIONS ON THESE DRAWINGS. MINIMUM OVERHEAD CLEARANCE— OWNER/AGENT MUST ENSURE MINIMUM OVERHEAD CLEARANCE IS IN COMPLIANCE WITH CODES. CONSTRUCTION SITE— OWNER/AGENT TO PROVIDE ALL MASONRY, CARPENTRY AND DRYWALL WORK AS REQUIRED AND SHALL PATCH AND MAKE GOOD (INCLUDING FINISH PAINTING) ALL AREAS WHERE WALLS/FLOORS MAY REQUIRE TO BE CUT, DRILLED OR ALTERED IN ANY WAY TO PERMIT THE PROPER INSTALLATION OF THE LIFT. DIMENSIONS— CONTRACTOR/CUSTOMER TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO OUR OFFICE IMMEDIATELY. STRUCTURAL FLOOR/SUPPORT WALL LOADS— CONTRACTOR TO ASSURE THAT BUILDING AND SHAFT WILL SAFELY SUPPORT ALL LOADS IMPOSED BY THE LIFT EQUIPMENT. REFER TO THE LOAD DIAGRAM- ON THIS DRAWING. MAST TO BE SECURELY FASTENED— WHERE REQUIRED THE MAST MUST BE SECURELY FASTENED TO THE STRUCTURAL SUPPORT WALL. REFER TO WALL / FLOOR SUPPORT LOAD DIAGRAM AND WALL LAG DIMENSI❑NS ON THIS DRAWING. WHERE DOORS ARE REQUIRED- SUITABLE LINTELS MUST BE PROVIDED BY OWNER/AGENT. DOOR FRAMES ARE NOT DESIGNED TO SUPPORT OVERHEAD WALL LOADS. 178m 139''] LOADS CALCULATED ON BASED ON ANCHOR POINTS EVERY 48' EVERY TOWER SECTION NEEDS TO BE ANCHORED. IF SPACING IS INCREASED, LOADS PER BRACKETS WILL INCREASE ACCORDINGLY BY OTHERS ELECTRICAL GENERAL- ELECTRICAL EQUIPMENT AND WIRING TO COMPLY WITH SECTION 38 OF CSA C22.1 (CANADA) OR SECTION 620 OF NEC ANSI/NFPA 70 (USA). POWER SUPPLY— 120VAC, 20A, 60HZ, 1PH CIRCUIT THROUGH A FUSE DISCONNECT WITH AUXILIARY CONTACT ON MAIN POWER SUPPLY. PROVIDE TWO 18 AWG CONDUCTORS BETWEEN CONTACT AND CONTROLLER. LIGHTING— LIGHTING OF 100 LX MIN. AT PLATFORM AND LANDINGS. LIGHTING WITH SWITCH AND ELECTRICAL GFCI OUTLET IN HOISTWAY PIT. PHONE—IF A TELEPHONE CIRCUIT IS REQUIRED, JACK OR PHONE ARE PROVIDED ON THE CAR. A DEDICATED ANALOG PHONE LINE (N❑ VOIP) IS REQUIRED TO BE PROVIDED BY OTHERS TO THE CONTROLLER FOR VOIP, PLEASE CONTACT SAVARIA. ENTRANCES UPPER LANDING GATES— WHERE REQUIRED, SMOOTH SOLID BARRIERS ARE TO BE SUPPLIED AND INSTALLED ON BOTH SIDES OF ENTRANCE AT UPPER LEVEL AND MUST BE A MINIMUM OF 42' (1067 mm) HIGH. ENTRANCE ASSEMBLY MUST BE IN PLACE PRIOR TO THIS PR❑VISION. FASCIA PANEL BELOW UPPER LEVEL ENTRANCE— WHERE REQUIRED, FASCIA PANEL MUST BE FASTENED TO A SOLID WALL AND BE PERPENDICULAR TO THE FLOOR AND WALLS, HOISTWAY FASCIA IS NOT SELF-SUPPORTING FOR LONG, CONTINUOUS RUNS VOID OF ENTRANCES, ADEQUATE SUPPORT FOR THE FASCIA MUST BE PROVIDED. ENTRANCE ASSEMBLIES— ENTRANCE ASSEMBLIES MUST BE ADJUSTED TO ALIGN WITH PLATFORM AND INTERLOCK EQUIPMENT. OTHERS TO ALLOW AN ADEQUATE ROUGH OPENING. RETURN WALLS— RETURN WALLS AT ENTRANCES MUST BE BUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN P MJRLtNCE ASSEMBLY MUST BE SECURELY FASTENED TO ENTRANCE LOCATIONS MAST. SIDE ASIDE C PLATFORM SIDE B WALL / FLOOR SUPPORT LOAD DIAGRAM WALL LADING 4721bsC2,1kM RZ (ANY BRACKET R 3 L❑CATION) LOAD00 R3 FLOOR TO SUPPORT LOAD [IF: 320011os(14,2kN))K )K(INCLUDES IMPACT) GENERAL CLASSIFICATION: APPLIED CODE,, SPECIAL NOTE: MODEL: CAPACITY: SPEED., TRAVEL: PIT DEPTH: PLATFORM SIZE-, POWER SUPPLY: BATTERY BACK UP: JACK UNIT STROKE: PLUNGER O/D• CYL, O/D• CYL. I/D• CONTROLLER SPECIFICATI❑NS Enclosed Vertical Wheelchair Platform Uf t ASME A18,1-2008 Section -2 Pub V-1504 750 lbs (341 kg) 20 f pts (0.102 m/s) 150" (3810 mm) 3" (76 mm) 36" X 54" (914 mm X 1372 mm) 120V,20A,6OHz,SINGLE PHASE down direction only 84" (2134 mm) 2.0" (51 mm) 2.625" (67 mm) 2.25" (57 mm) POWER UNIT MOTOR; FLOW CAB FINISH HYDRAULIC DATA OIL TYPE: 3,0 HP, 24V DC 1.15 Gal/min (4.35L/min) STEEL W PAINT UNIVIS 32 INDOOR DEXRON ATF OUTDOOR GALLONS REQ'D• 1.5 Gal (5.68 L) MAXIMUM WORKING PRESSURE., 2500 psi (172 MPa) RELIEF PRESSURE,. WPx125% MAX. MAXIMUM RELIEF PRESSURE-. 2500 psi (172 MPa) HYDRAULIC HOSE: 1/4" (6.4 mm) ID BURST: 20000 psi (137,9 MPa) FITTINGS• Metal I n s e r t 1/4' WR500 Lock (24V) (6,4 mm) NPT N o t� MALE SUSPENSION CHAIN 2X #50 ROLLER CHAIN MODEV-1504 L BREAKING STRENGTH: TYPE: CPFS SAFETY BRAKE. ETL #: 94301 CONTROL VOLTS-. 24VDC CONTROL AMPS: 1 A H.P.: 1.5 HP USED FROM 3HP MOTOR AMPS: 15 AMPS MFR.-. SAVARIA DOORS / GATES / CALL STATIONS ANInTNf; 1 1 ANT1TNr P DOOR TYPE ENTRANCE SIDE DOOR SWING DOOR INSERT LOCK TYPE AUTO DOOR OPENER CUSTOM DOOR WIDTH CUSTOM DOOR HEIGHT IN FRAME CALL STN. CALL STN. TYPE CALL STN. KEYED CALL STN. STOP BUTTON CALL STN. MOUNTING INSULATED PRODOOR KIT 781 130.7 N 7171 lbs (31.9 kN) each TYPE 'A' STANLEY P. HHOELLE ARCHITECT st jam 32 11.25] 014 100.5 -611 1241 MOUNTING BRACKET I ANTITN[-, 80' Low Profile Alun Door 42' High Upper Lndg Gate C a rh rh Clear Plexi lass Metal I n s e r t WR500 Lock (24V) WR500 Lock (24V) ISI a e N o t� no no Call/Send Buttons Call/Send Buttons Not Required Not Required Surface Mounted Remote Surface Mounted Remote No No OPTIONS PROVIDED EMERGENCY PENDENT PLUG IN MANUAL LOWERING BOX WINGS• no RAMP: TOUCH UP PAINT• 1 can(s) EXTRA KEYS., BUILDING• Public Building WALL FASTENERS,, LIGHT CURTAIN• no UNDERPAN SENSOR: PHONE OR PHONE PLUG: No Phone,Plug Incl UNIT COLOUR: FLOOD SWITCH• no FLOOR: REMOTE MACHINE ROOM. -Not required FOLD SEAT: LOCATION: INDOOR I ncc11-%c i iccc /)A// No Ramp Required 0 none no Standard Color - Almond Beige Anti—Skid Paint (Grey) no 44"[11;8] PC1UG-I OPEP!lIf�1G --- � (33,75` [857MM] CLEAR OPENING) u �., FRONT VIEW HINGE POST WALL ATTACHMENT C8X) #8 X 3 FH SCREWS CSHIM AS REQUIRED) LIFT PLATFORM SURFACE SLAM POST HALL CALL C❑PTI❑NAL) �/R500 SAL L❑CK ❑PTI❑NAL) CHANNEL SILLS SCREW ❑N f RIGHT HAND SWING 1J5" � � __ � iJ5" [44] r, r, [44] SILL 0.. 1 RUNNING. CLEARANCE 0.34" C9 mmJ SILL VERTICAL SECTION N❑TES. A� DRYWALL DR PARGING CBY ETHERS) AS REQ'D. B= SEE DATASHEET OF THE INSTALLATION DRAWING -FOR LANDING ENTRANCE SCHEDULE. C= ALL INFORMATION IS SUBJECT TD CHANGE. GENERAL INF❑RMATI❑NS. - EACH LANDING ENTRANCE SHALL BE SUPPLIED AS A FINISHED ASSEMBLY WITH DDDR .AND FRAME BLANKED, REINFORCED,DRILLED AND TAPPED FOR ALL COMPONENTS DETAILED, READY FOR INSTALLATION. - DIFFERENT -PANEL INSERT MATERIALS ARE OPTIONAL, - DIFFERENT -LOCKS SUCH AS GAL, DR WR500 ARE OPTIONAL. MANUALDODR: DDDR CLOSER IS PROVIDED. 36" C914 t�r�] ENTRANCE WIDTH 3" C76 tY1MJ 3" C76 t'"1M] CHANNEL SILL ANGLE SILL 42.25" C1073 rim] SIDE VIEW ANGLE SILL; SCREW ❑N WALL 36" C914 r�m7 ENTRANCE WIDTH �t'�] 3" C76 Mt'�] 42" C1067 MmJ H❑RIZ❑NTAL SECTI❑N OFFICE USE ONL Y.• c�cuRA�ION vERs�oN sTA�� 0 , 0 YODUIE VERSION STAMP: B'S �.�� 1,75" C45 Mrs] 1.75" C45 Mt'�] + I Variant No. � � O r S l� L e V C l D O O r CUSTOMER: DATE: O �1 1"�1 1 I T I 1 r� /� !�� T T I r� � I A T 1'�7 f� T A 1 /�\ I T . � w� • w � •� w 21 1511 ro 4 212 5° [ 10 , 0] SIDE VIEW HINGE POST) 44' C.`18] RDUGH UPENING 4 2"[ 10 5 ;7 HALL CALL (OPTIONAL) WR500 GAL LOCK (OPTIONAL) (33.25' C845mml CLEAR OPENING) FRONT VIEW WALL ATTACHMENT (8X) #8 X 3 FH SCREWS (SHIM AS REQUIRED) LIFT PLATFORM SURFACE q� SLAM POST RIGHT HAND SWING ANGLE SILLS SCREW ON WALL S r-> (- n n (A LC Vr-> 1 C l DOOr CUSTOMER: pim RUNNING CLEARANCE 0.50" 113 mm3 PULL) i SILL I lefffil 5�1:1] VERTICAL SECTION NOTES: Ai DRYWALL OR PARGING (BY OTHERS) AS REQ'D. Bi SEE DATASHEET OF THE INSTALLATION DRAWING FOR LANDING ENTRANCE SCHEDULE. Ci ALL INFORMATION IS SUBJECT TO CHANGE. GENERAL SPECIFICATIONS: - EACH LANDING ENTRANCE SHALL BE SUPPLIED AS A FINISHED ASSEMBLY WITH GATE AND FRAME BLANKED, REINFORCED,DRILLED AND TAPPED FOR ALL COMPONENTS DETAILED, READY FOR INSTALLATION. - DIFFERENT PANEL INSERT MATERIALS ARE OPTIONAL. - DIFFERENT LOCKS SUCH AS GAL, OR WR500 ARE OPTIONAL, MANUAL GATE, HYDRAULIC DOOR CLOSER IS PROVIDED. 2" 151 mml 36" 1914 m m I _ ENTRANCE WIDTH Iml 3" 17 42.25" 11073 mm] 2" 151. mml 36" 1914 m m I ENTRANCE WIDTH qm7 3" 176 mm] 42" 11067 mml HORIZONTAL SECTION OFFICE USE ONL Y.• COWGURAION VERSION STAMP: 010 MODULE VERSION STAMP: B -S'1181 DATE- S 0 U T H E A S T ATE:S❑UTHEAST AT❑R INCCEI-:) 07/06/18 PROJECT: 0, N Q ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFT Part No. \\/-1504 Variant No. 1;=>gc`-�4�5- �--' '�) 8 14 4 OF 5 STANLEY P. HOELLE ARCHITECT oP �" l4 Ell E DRIVE L d ' O * • NABEACH RIDA 32117 ' ' lu #AR0009033 Zj'1 386-295.9750 E Iwaal.com Part No. \\/-1504 Variant No. 1;=>gc`-�4�5- �--' '�) 8 14 4 OF 5 I SP. 66 1/2" MOUNT SPAN 94" .� LOADS CALCULATED ON BASED ON ANCHOR POINTS EVERY 48" EVERY TOWER SECTION NEEDS TO BE ANCH❑RED, IF SPACING IS INCREASED, LOADS PER BRACKETS WILL INCREASE ACCORDINGLY L T EL,192 1/8" T EL,210" T EL.188" T EL.94" ED MOUNTING BRACKET POSITION T SP. 206 1 T SP. 160 1. T SP. 112 1. SP. 66 1, SP. 44 1, 0 O 2" EL.207 3/4" 0 0 2" EL.178 3/4" ♦ EL.155 1/8" 0 EL,131 1/8" 2" EL.102 1/8" EL.91 3/4" 0 EL.44 3/4" 211 E L.11" T EL,210" T EL.188" T EL.94" ED MOUNTING BRACKET POSITION T SP. 206 1 T SP. 160 1. T SP. 112 1. SP. 66 1, SP. 44 1, 0 O 2" S.P. 46' 0 0 2" S.P.48' 0 O 2" S.P.46' 0 0 211 S.P-22' 0 O 2" S.P. 46' SP,s SERVICE PANEL OFFICE USE ONL Y.- CONFlal ION VERSION STAMP: 010 MULE VERSION STAMP: B—S 1181 k j 0 IN u1r.�5 I I I I I I 0 d 'l 11 S 34 00 'll 30 aIS- d 0 61 b ll X113 O ' I IlS o I II ( d d u -Az rAl arar 1 <w w Lu j WLu i Q.. rOLU =u I C.7oC Q Oro I LLU LL� LU �¢� I Jo I ¢�V I m °O ou- y I o OLTX I ¢ I �X I I g I° U^ o- C/i��Ce Lu I �rtxi I m _ I r Qa �930 W W i i I 4u!j I i FEE- --�- e A .ZZ 0 AE .A -.ZZ Z W ua cout H I 4 oC0 b o I a I W I I W I W=OL I ��M I obLi Z W lL J I - Z— i �0 i n I I Fo I I IO p5< rI Z Lu U -v ¢ '4 CF/ WV C 4 Qg 0 I� N F--JLu C' 4 I Q °a I c, z_ G N z j 6 o 90S6 a w§LLI I _ �l o i �Z�� O _ I ... �LL = I-�II� -oho Q oc I W Cn LL W I �` I OZ Z � J -Ala AI J = — � _— III I Z Z _ c O I 1 0 u-1± v I -__ _,I o J zZ z_ --�3 � - it I I Q L1 f o I - - - -� - - O LLA Oro I O Z Q ( I i AI 63 s — t— rx i QCT Q 0 C) F- c ' � I .: s z3 o�C W X Zo m �. _ N I 4 .I rAz Ps 1 - pz I szLIn i O LL - t!1 rV v 0 dZ %�2 Cyd k a m�Lu 6 5 Oa F U z �� — �� _ 9 pg H W Oa z ! :o — Q ---------- _ --- --- ----- --- - - --- - -- -- —� --- -- -- — — ----------------- --V- -- - --- ---J - e - o -�---- c� -- Lu p0--- - J _% 5 0� °< z f - pp l N 0 a f (V v VLu I I 1 I ~w O i! g E I A. 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Lu QO � O d O O V�C:)ZZ e W m O W Q O 8 a p[OO �d Lu LL_ Oro q�z=O OG U CO W Q LL_ z C .O ¢ O Q W Z W Z � CL. a N N � Ce O N C7 ! H ~ Q QEA V Ocn V gar- QLuQOQ Q a. (�D Cie LJL: LLuL-: I- C c� O �npp WL- Z Lej �_ J O Z W V 0 cC 0 0 V r o � Z L) Q W 0 W =_ U LL U _ fl— V Q✓ H= 2e M Q O 1u V O oG 0 LL_ Z -- J t..T W m L11 n -1 F o� ul Od� Q�L- IiJQN c� - U un �ILL- Z - W <mu V W V oZ oC J � v 11 W LL.u— oo z F"QO O Z OO•Z 6n O C v O a- `�' w Q LLu Z cCn O 0—i o w CL W W doe W zQ0�0 J Lj � 0 Z 00 _ LL. cn — c 11 z w ce Cb pp w !2 a N J Z 'C � >- ua�0 — 0 ZZ� Z II— W QLuuj J z5-7 V«� o OAC � U Z m O LL W oP v' 1.>: Xt e ^. $_CD a �o a Lu Z CLEn DAYTONA BEACH. F -t - Opp - SHEET # A- i CHECKED �Lu l.L vii - Z — cn _. od i n Q a LU >Lu oN W CL. V Z m O 0 Lu o ^ -'VISIO N�aZ c W � S v Q Ogn!:= 2-1 � o U O U 0 N u V Z F LuLLJ 0 0 p =3N co O N oC)�C a Om chi) ;!N REVISION U I� 0 0 9 �Z or z 2-1 STANLEY P. HOELLE xQ N,W� 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 _ O N N z = uj O R ^ u H LL � W W Q F- N W V azo°° 0 3a o6 d O O d 0 Z Q j J O w > m O e W m O W Q O 8 a 6 w � Q .J �d Lu On Q - Z OV1 q�z=O OG U CO W Q Z W J W O O C U - OAF°V�O�V z C .O ¢ O Q W Z W Z � CL. a N N d Q Ne �"e1,00 U Ce O N C7 ! H ~ Q QEA V m Q Z3 QLuQOQ Q a. Q Z aOW who O J d 0 O Q 0 ✓ t.LO gg Q W 0 =_ U C°ZVl 3N8 U _ fl— \v, Q✓ H= 2e M N Q O O O > LL_ t..T W m o O -1 F o� ul Od� Z IiJQN c� Z w N O ari Z - <mu V W L= l= � oC � v 11 W a W H 0 W/� F"QO O Z O C v O a- `�' w Q 2 U o w CL W O —+ zQ0�0 O li " � 0 Z u W V c 11 O w !2 a 1 � W le ZZ� OO�0 II— W —j LL IL N z5-7 NZ o OAC W90 �r oP v' 1.>: Xt e ^. $_CD a �o J Z CLEn DAYTONA BEACH. F -t - Q Q Q - SHEET # A- i CHECKED Q w vii - Z T. _. j W i n Q W W I1J LU Lu W W (7 N g Z O 0 I� �^- ^ t� O � S v Q vi U O U 0 N u 0 0 p N co O N ;!N O o°C N N N U U N ( , v _ ¢ � .,, C7 LL' r m W CO 0- Q LL LL LL LL LL LL Do LL Z 7 � fnZ O rn - -$ _ = W v , J L Z S Od Z ren O Z) W 1 M W W m N 0- V% CL Z W u 1 VpWj' CD v Uo�; U Q m� O� m��Q�W o� O Q 11 1 1 Cn Jz a U oho z ��� m q Q 2( � z a000_ Z a5 Z o QW Ln W J Q LL LLI W Q J V �' H Fa- U 0 O m Co 0 Q J W O O vwi °-,� O O 0.1. REVISION spot t gnv I� 0 0 0 0 0 0 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 W _ Z oC - O N N z = uj O R ^ u H LL � W W Q F- N W V azo°° 0 3a o6 Q0XZC7 OZ d 0 Z Q j J O w > m O e W m O W Q O W> 0H LL P V n � w � 6 w � Q .J ice 0 u N � o On Q - Z OV1 q�z=O OG U CO W Q Z W J W O O C U - OAF°V�O�V z C .O ¢ O Q W Z W 5WU00Q Q aCU- U Tna�QQ z 0Z� LL.LL Q to Q — LL Q-'�1: 0 0 Nim O d Q Ne �"e1,00 U Ce O N C7 ! 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D D M IIS IDE 0 ENTRY D D , 0 0 01 r-sim 3 1 Ln r cV ADA - EN'S DA � WOMEN'S SE KI ITH -- ------ ----- ------ ; - —- ----- ------ ----- —— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - I -TILE FLOORING- -TILE FLOORING- MER C HAI R-LIEYE- 3,_,,, ," T_, , AB v H AREA • 3, 3, 2,$„ 8, 0,. 3,_0„ 5,�„ 0„ 5,_4„ HC HC II10 _ I FRENCH DR HIGH T"M8 WIN H TRANSOM B WINDOWV�WITNCH DR HIGH TRANSOM 8X3 WINDOW IGH TRANSOM S'X3 TRAN S X3 w WITH (1) LITE I (I) UTE HC HC I VENDING • O (( )�7c • O 1 MACHINE 1 10'-8 1/2" 3'-3" 13'-3 ' 23'-0" 16'-0" 20'-6 1/2' S SERVICE 'S DA WOMEN'S AWI 5 b, OFFICE --TILE FLOORING-- --TILEF OORING-- I VENDING -CARPET FLOORING-- c i MACHINE o PRO -DATA I r i -CARPET FLOORING- . UPPER AND LOWER CABINETS TYP. ' BREAKL ROOM �, R&D CUBE'S AND LAB ja ■ -TILE FLOORING- --CARPET FLOORING-- EXIT _ 1 = HAND Ell CORRIDOR HC HI Ow SINK W/ r -CARPET FLOORING-- ;,, I N DISPOSAL D -- -- U�--1 - - - FRENCH DR - fV CORRIDOR WITH GLASS I D.*. CARPET FLOORING- I Ii &A R&D 1 I i OFFICE OFFICE 0 0 0 0 0 0 0 0 ff 0 0 0 0 fir STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 Lu Z - rn O N Vf Z U � --CARPET FLOORING- --CARPET FLOORING-- u CZV�O p 3a o0 <Pxzzzuwwoz k uzo Z LL>pw OLD1-m °u3o Ce Ina OO> Lu Q Ou- Lu J on - w p w,, OcnNUo o Z Q d �2 u o +- 0 p p u H Z= O Z p N V ZLu a~ U J Z w Z W Z W O O CJ u � NF���Oa0 Z C�eOpQ O pLuZ W - aLuUca< p�UU 0 cn < I- Q p Z LL Zoo Q _ Oo U d Lnn- a Lu Z 2 O LU = O 6- O C, LU 1-F p �p i a +ZU Lu JUJLLp J Q Lu Q O Q¢ O �� a O 0 5„ Z UV cC �� O Z Q � a O Z Q 3' COPYNAXI �C cC C) Z ELECT. ( ELECT V O T-9 3/8 " T-9 s/8" 7 — Qoc o 0 0 WF— C:) O Z pC W XE / ~ d "r STANL P .HDELLE = �r d ARCH 1 E #9033, COUNTER TONA BEACH. FL 3 4'-0" CHECKECS P r A-4 SCALE: AS NOTED SUB -PANEL I SUB -PANEL DATE REVISED: 08-08-2017 E=1=7 --U_=_ - - --_--- --- ------------------------------ — _ _ ----------- ----((---- --- ---------- ---- — - ------ ---- - - ------------- -------------------- ---------------------- -- -- — I i i i i i i fRENCHDR FRENCH -------- STAI R CAS9 WITH GLASS - L1.7--- I 1 1 1 1 1 1 1 I I I II _ I I I I 1 I I I 1 1 OPEN WORK AREA N - -_�CoER�o�oR 51 - - - - - - - - - - - --CARPET FLOORING-- 6'-0" 24'-V' T-0" 8'4' 3'-0" 32'-2 1/2 " 9'-1 1 1/2 " HIGH TRANSOA 8'X3'WINDOW o CORRIDOR R & D FUTURE CORRIDOR 2+ --CARPET FLOORING-- OFFICE - --CARPET FLOORING- I FRENCH I FRENCH A --CARPET FLOORING - �' SERVICE WITH G<A$$ WITH G $ OFFICE I sE ASE -CARPET FLOORING-- F: VC En iRECEPTI N - p i -CARPET FLOORI G- r C CLOSET N N 0 --VCT FLOORING- [V 34" HIGH ADA ,,, C01NTER= ,--I-,-,-_ = MGR " CONF. ROOM 5'-0" 8'-2 OFFICE OFFICE - L=1 -CARPET FLOORING- i 1 ST -LCA 5 # -CARPET FLOORING-- -CARPET FLOORING - -CARPET FLOORING- MAIN LOBBY -9 i 44 1 1 1 1 1 I I 1 1 I I 1 1 1 1 I I I I I I I 1 5' 5. -CARPET FL ORING- I 1 I I I I I I I I I I -it- 5' - 15'-10" 26'-0" Y-2" 13'-2" -------19"---- 10'-0" 101-91 \Ail 1 I I 4'-0" I0'-0" 2,t0" I0'-0" 2'.0 wro-0" I0'-0" 12-4" ' 1 - MAIN FRONT NT ENTRY i o iM I ------------------------------------------i----------------------------------------------------- 3-0" E----------------- 15'-0" I 25'-3" I 19'-6" 1 is I� I 10'-0" 2'-0" 10'-0" 2't0" 10'-0" 8'10" 10'-0" i . I I i I ----------------------------------------------------- ---------------------------------rt------------------------- 25'-3" I 15'-011 I 15Ile '-011 NOTE ALL INTERIOR FINISHES: I. ALL INT. DOORS TO BE 3'-0"X8'-0" SINGLE PANEL PAINT GRADE. TYP. 2. ALL INTERIOR WOOD BASE TO BE 5 1/4" O.G. BASE TYP. ENLARGED FIRST FLOOR OFFICE PLAN: 49500 S.F. GROSS A/C FRONT OFFICE AREA SCALE: 114"= 1'-0" 0 0 0 0 0 0 0 0 0 0 0 0 fir STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 Lu Z - rn O N Vf Z U � Z00 waHo LOU u CZV�O p 3a o0 <Pxzzzuwwoz k uzo Z LL>pw OLD1-m °u3o Ce Ina OO> Lu Q Ou- Lu J on - w p w,, OcnNUo o Z Q d �2 u o +- 0 p p u H Z= O Z p N V ZLu a~ U J Z w Z W Z W O O CJ u � NF���Oa0 Z C�eOpQ O pLuZ W - aLuUca< p�UU 0 cn < I- Q p Z LL Zoo Q _ Oo U d Lnn- a Lu Z 2 O LU = O 6- O C, LU 1-F p �p i a +ZU Lu JUJLLp J Q Lu Q O Q¢ O �� a O 0 QQO Z UV cC �� O Z Q � a O Z Q Z5oc v' 0 �C cC C) Z O �J Q V O �U�� c� 7 — Qoc o 0 0 WF— C:) O Z pC W XE / ~ d "r STANL P .HDELLE = �r d ARCH 1 E #9033, 114 MISltETOE TONA BEACH. FL 3 EET # CHECKECS P r A-4 SCALE: AS NOTED DATE REVISED: 08-08-2017 _PLUMBING FIXTURE CALCULATIONS 61 WOMEN 61 MEN TOTAL FIXTURES—� WE HAVE CURRENT TOTAL FIXTURES REQUIRED AS PER TABLE 403.1 AS PER OUR LIFE SAFETY EGRESS PLAN WE HAVE A TOTAL OF 122 PEOPLE IN THE BUILDING "B" &"S -I" URNIAL LAV. W.C. D.F. SERVICE SINK 0 6 8 2 1 3 6 5 3 12 13 2 1 0 3 3 1 1 FLEX DUCT SIZING SCHEDULE CFM RANGE FLEX DUCT DIAMETER 0-30 4" DIAMETER 31 -60 5" DIAMETER 61-100 6" DIAMETER 101 - 149 T' DIAMETER 150-200 8" DIAMETER 201 -300 9" DIAMETER 301 - 400 10" DIAMETER 401 -600 12" DIAMETER 601 -900 14" DIAMETER 901 - 1000 16" DIAMETER MECHANICAL. SYMB. ®MECH. SUPPLY/DIFFUSER (24"x24') ® EXHAUST FAN FAN � SUPPLY MAIN DUCT LINE SUPPLY FLEX DUCT LINE RETURN MAIN DUCT LINE rr-^- yRETURN FLEX DUCT LINE ® MECH. RETURN (24" x 2q v/ -ANCHOR CLIPS THIS DETAIL WILL WITHSTAND USE2 SIMPSON: A21 ANGLES 140 MPH UPLIFTIWINDLOAD PERI E OF UNIT J8� TOTAL (18GA) ATTACH:USING#x1-1/2 S.S. SHEET MTL. SCREWS TO BASE OF EXTERIOR EQUIPMENT: TIE DOWN COMPRESSOR. ATTACH TO CONC. A/C DETAIL N.T.S PADISLAB USING 3/16"x2-1/4" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1-112" SHEET MTL SCREWS & (2) 3116"x2-1/4" TAPLONS. 3 S/B" TYP. MTL - - - - FRESH AIR INTAKE STUDWALL W/ —STRUCTURAL JOIST OR CONCRETE SLAB IT GYP. BD. Ek SDE ACTUATED FASTNER OR SMOKE DETECTOR - FOR 2000 CFM &TO OVER SUPPLY DUCT(S) R-30 INSULATION ABOVE � FIRESTATS FOR C®UNG THAN 2000 SUPPORT DUCT TO STRUCTURE WITH CFLESS a a \--FINISHED CEILING (1' X T ACCOUSL) SUPPLY DUCT (UPFLOW) RETURN DICT (DOWNFLOW) VERTICAL AIR DUCT STAT IN RETURN PLENUM, HANDLER UNIT TO SHUT DOWN BLOWER ORIENT AM UNIT FOR SERVICE ABILITY, WITH CLEARANCE PER MFR SPECS. PLENUM AT BASE OF UNIT CONSTRUCTED OF 2 X 4 WOOD STUDS AT I6" C/C W/ 3/4" CD -X PLYWD. m TOP DECK AND IT PLYWOOD SIDES J FACTORY DRAIN PAN W/ FLOAT SWITCH TO SHUT OFF UNIT WHEN WATER EQ REACHES CERTAIN LEVEL SSUUPPORT UNIT OCKING RWEIGH� OCEMMOR DR DWELL/ OR OUTSIDE EXTEND DUCT BOARD THROUGHOUT PLENUM ,AIR HANDLER INSTALLATION DETAIL SCALE: N.T.S. 5 -TON 5 -TON 5 -TON Volume da p installed on a res air duct in to regulate volume of fresh air entering b 5 -TON HVAC NOTES: 24"X24" 6" a O A4 s 24"X24" I I rfl�-7 L2 Mf' 24 X24 SUPPLY SUPPLY 8" U SPLYSUPPLY SUPPL fflr1,L 70—:1311im—M �- MAIN SUPPLY DU IN 247(24" SUPPLY Su"Ma WMI 20714" MAIN SUPPLY DUCT V I I I I I I I IL V I I I 1 1 1 1 1 1 _-____ __ 1 r___i i i i i i i i 24'7(24" ------ - - -- _--��-�--�-6" SUPPLY ` 2411)G411 RETURN 6" 24"X24" 6" 6" SUPPLY T ®24"X24" SUPPLY g 24"X24" --- ------------ ------------------------------------------------ ---SUPPLY---------�UPPL 'M ® SUPPLY' SUPPLY. SUPY MAIN RETURN DUCT 9" 20"X14" 12" 20"X16" Q RXm 11 24"X24" 2472f rn inu In RETURN ME= 24"X24" tETURN X N Gu==O -------- to ONI I I I I I I I I 1 1 1 1 i l l l l l l l t l l l 1 1 1 1 1 1 STAI RaCAS EE #1 1 1 1 1 1 1 1 1 1 1 1 1 I l l l l l l l l l l l I �_� _�_� I I I �_� I I � - t -�- -r - =r � =t 1 -'t J = n IN u u FIRST FLOOR OFFICE HVAC MECHANICAL DUCT PLAN. SCALE- 3116"=' p' 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2) DUCT BOARD WILL BE 1 1/2" R-6 RIDGID BOARD. 3) FELX DUCT WILL BE SILVER R-6 VALUE 4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT 5'-0" A.F.F. 5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS; UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED. 6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM. 77 CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 TIMES CROSS-SECTIONAL AREA OF SA. DUCTS ENTERING ROOMS 8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING OTE: CONTRACTOR SHALL PROVIDE TEST AND BALANC :PORT FOR FINAL MECHANCIAL INSPECTION DRAIN CONN. (X") FPT MINIMUM - DRAIN PAN 2" MINT CROSS CLEANOUT PLUG — PITCH rt1 1" GREATER THAN TSP. --J_ II CONDENSATE TRAP NOT TO SCALE NOTE: SUPPLY CFM'S SHALL BALANCE RETURN CFM'S GRILLS SECURE TO STRUCTURE WITH —STRUCTURAL JOIST OR CONCRETE SLAB S01-1111 ACTUATED FASTNER OR JOINTS AT MEN ABOVE CLOSURE VOLUME DAMPER C T SUPPORT DUCT TO STRUCTURE WITH X N Gu==O -------- to ONI I I I I I I I I 1 1 1 1 i l l l l l l l t l l l 1 1 1 1 1 1 STAI RaCAS EE #1 1 1 1 1 1 1 1 1 1 1 1 1 I l l l l l l l l l l l I �_� _�_� I I I �_� I I � - t -�- -r - =r � =t 1 -'t J = n IN u u FIRST FLOOR OFFICE HVAC MECHANICAL DUCT PLAN. SCALE- 3116"=' p' 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2) DUCT BOARD WILL BE 1 1/2" R-6 RIDGID BOARD. 3) FELX DUCT WILL BE SILVER R-6 VALUE 4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT 5'-0" A.F.F. 5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS; UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED. 6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM. 77 CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 TIMES CROSS-SECTIONAL AREA OF SA. DUCTS ENTERING ROOMS 8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING OTE: CONTRACTOR SHALL PROVIDE TEST AND BALANC :PORT FOR FINAL MECHANCIAL INSPECTION DRAIN CONN. (X") FPT MINIMUM - DRAIN PAN 2" MINT CROSS CLEANOUT PLUG — PITCH rt1 1" GREATER THAN TSP. --J_ II CONDENSATE TRAP NOT TO SCALE NOTE: SUPPLY CFM'S SHALL BALANCE RETURN CFM'S NOT TO SCALE 24"X24" SUPPLY MAIN SII' PPLY DUCT 24"X24" SUPPLY SUPPL 6" 1" 24'7(24" 24"X24" LL�IJ RETURN RETURN 24"X24" ®® a SUPPLY ,Y II SUPPLY 1 "-i SUPPLY RETU2RN �M� 2RETURN PLEASE NOTE: NO SMOKE DETECTOR REQUIRED IN EXIST AHU IF LESS THEN 2,000 CFM GRILLS SECURE TO STRUCTURE WITH —STRUCTURAL JOIST OR CONCRETE SLAB SPIN -IN FITTING/POWDER ACTUATED FASTNER OR JOINTS AT WITH SCOOP AND ABOVE CLOSURE VOLUME DAMPER C T SUPPORT DUCT TO STRUCTURE WITH `-1-1/2" THICK CONSTRUCTION 1114 MISTLETOE DAYTONA BEACH FLORIDA METAL STRAP 1-1 /2" WIDE 24GA METAL STRAP. FINISH DAMPER 5`-0" ON CENTER MS NONE PROVIDE CONCRETE POWDER ACTUATED AIR FLOW Lu _ TYPE FASTNER FOR INSTALLATION IN CONCRTE. SUPPLY RETURN DUCT i ■ z SHEET METAL SCREWES OR POWDER z O O U n LLn LU &n ACTUATED FASTNER FOR INSTALLATION IN INSULATE SPIN -IN WITH 1 1/2" THICK INSULATION -- � STRUCTURAL STEEL OR JOIST. ALL SUPPLY AIR DAMPER OPERATOR ACCESSIBLE DUCT HORIZONTAL SUPPORTS SHALL BE MIN FLEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING DUCT 5'-0" ON CENTER OR APPROVED BY C� NOT TO SCALE Y�li�4rW TLE DR. `[AY IqA BEACH. FL 321 t SMACNA STANDARDS. LU NON METALLIC ` `.f DUCT SUPPORT DETAIL NOT TO SCALE 24"X24" SUPPLY MAIN SII' PPLY DUCT 24"X24" SUPPLY SUPPL 6" 1" 24'7(24" 24"X24" LL�IJ RETURN RETURN 24"X24" ®® a SUPPLY ,Y II SUPPLY 1 "-i SUPPLY RETU2RN �M� 2RETURN PLEASE NOTE: NO SMOKE DETECTOR REQUIRED IN EXIST AHU IF LESS THEN 2,000 CFM GRILLS SECURE TO STRUCTURE WITH MASTIC ALL SPIN -IN FITTING/POWDER ACTUATED FASTNER OR JOINTS AT WITH SCOOP AND SHEET METAL SCREW CLOSURE VOLUME DAMPER C T 8x4 `-1-1/2" THICK CONSTRUCTION 1114 MISTLETOE DAYTONA BEACH FLORIDA METAL STRAP DR. 32117 386-295-9750 FINISH DAMPER 5`-0" ON CENTER MS NONE O_ AIR FLOW Lu _ TYPE SUPPLY SUPPLY RETURN FLEX LE DUCT —� i ■ z z O O U n LLn LU &n FILTER INSULATE SPIN -IN WITH 1 1/2" THICK INSULATION -- � WITH VAPOR BARRIER LEAVING SUPPLY AIR DAMPER OPERATOR ACCESSIBLE DUCT Y FLEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING DUCT TAKEOFF DETAIL C� NOT TO SCALE GRILLS & REGISTERS STANLEY P. HOELLE COOLEY or eqv. MODEL NUMBER A R C H I T E C T 8x4 20x20 CONSTRUCTION 1114 MISTLETOE DAYTONA BEACH FLORIDA ALUM DR. 32117 386-295-9750 FINISH DAMPER NONE MS NONE O_ Z� Lu _ TYPE SUPPLY SUPPLY RETURN RETURN i ■ z z O O U n LLn LU &n FILTER W -- � CL r � Y W- W 17 F- U O l!J C� ® Y�li�4rW TLE DR. `[AY IqA BEACH. FL 321 t z LU CHECKED BY: ` `.f SCALE: AS NOTED �ZO0O J O u LU �a U o0 Tap�Zu 224724"RETURN X Z ° oz �k 1tiQZ3ZU Z5 z Q 3 J 0 >0O�m�m o p O Lu w > rLu 0' -- I --LU H Q 0LUK "W� O TN/, N U D Z Ln Z Q Cn Op a �z=O� U ~ U z - oN U m Z Q LU z N Z�iiOU � L"p OU c N Ou"'�JU3:0; � z D6CI0�¢ O OLuz w �- � Lu WUmQo�cU Cn < <0 a_ Z — p z o LL Z H 0 olj Cd 66. H 5 w ac z _j> �i 2L-2 U � °-on Co j O Z QW p� CZ LL LU Z 2 p LU= O O W - N W OC i Lu 661 _ O '� Q LL Z (% w 24'7(24" LU J J_j O Z Q Lu ¢ ¢ Q W O 3 �. SE GRILLS & REGISTERS HART & COOLEY or eqv. MODEL NUMBER HVS-R6 AGII RHF45-T SIZE 24x24 8x4 20x20 CONSTRUCTION STEEL ALUM ALUM FINISH DAMPER NONE MS NONE O_ WHITE WHITE WHITE TYPE SUPPLY SUPPLY RETURN i ■ z w/20x2O O FILTER O MO ch<bUC.0i gi gi z Q10 O_ p ¢ J V L_" i ■ z O pC W AR=Ifl`GT'S r � Y 33 ' Y�li�4rW TLE DR. `[AY IqA BEACH. FL 321 t CHECKED BY: ` `.f SCALE: AS NOTED DATE REVISED: 08-08-2017 FLEX DUCT SIZING SCHEDULE GRILLS & REGISTERS 0-30 HART & COOLEY or eqv. MODEL NUMBER HVS-R6 A611 RHF45-T SIZE 24x24 8x4 20x20 CONSTRUCTION STEEL ALUM ALUM FINISH DAMPER NONE MS NONE WHITE WHITE WHITE TYPE SUPPLY SUPPLY RETURN w/20x2O RETURN DUCT (DOWNFLOW) FILTER FLEX DUCT SIZING SCHEDULE CFM RANGE FLEX DUCT DIAMETER 0-30 4" DIAMETER 31- 60 5" DIAMETER 61 - 100 6" DIAMETER 101-149 T' DIAMETER 150-200 8" DIAMETER 201 - 300 9" DIAMETER 301 - 400 10" DIAMETER 401 -600 12" DIAMETER 601 - 900 14" DIAMETER 901 - 1000 16" DIAMETER MECHANICAL. SYMB. ®MECH. SUPPLYIDIFFUSER (24"x24') ® EXHAUST FAN FAN _ SUPPLY MAIN DUCT LINE SUPPLY FLEX DUCT LINE RETURN MAIN DUCT LINE r_^-YRETURN FLEX DUCT LINE ® MECH. RETURN (24" x 24') THIS DETAIL WILL WITHSTAND USE N IMPSON: A21 ANGLES 140 MPH UPUFTIVVINDLOAD PER SOF UNIT (8 TOTAL (18GA) ATTACH: USING #14x1-112 S.S. SHEET MTL SCREWS TO BASE OF EXTERIOR EQUIPMENT: TIE DOWN COMPRESSOR. ATTACH TO CONC. AIC DETAIL N.T.S PADISLAB USING 3/16"x2-114" TO CONC. EACH A21 CONNECTOR REQUIRES (2) #14x1 -I/2" SHEET MTL SCREWS & (2) 3/16"x2-114" TAPLONS. 3 518" TYP. MTL FRESH AIR INTAKE STUDWALL WI 111" GYP. BD. EA SIDE SMOKE DETECTOR _ SD FOR 2000 CFM & OFIRRESTATS >m SUPPLY DUCT(S) R-30 INSULATION ABOVE FOR CEILING THAN 2000 �M 0 0 - - - - FINISHED CEILING (T X 2' ACCOUST.) SUPPLY DUCT (UPFLOW) 0 0 RETURN DUCT (DOWNFLOW) VERTICALAIR DUCT STAT IN RETURN PLENUM, HANDLER UNIT TO SHUT DOWN BLOWER ORIENT AIH UNIT FOR SERVICE ABILITY, WITH CLEARANCE PER MFR. SPECS PLENUM AT BASE OF UNIT CONSTRUCTED OF 2 X 4 WOOD STUDS AT 16" GC WI 314" CD -X PLYWD. m TOP DECK AND IT PLYWOOD SIDES. J FACTORY DRAIN PAN WI FLOAT SWITCH A R C H I T E C T TO SHUT OFF UNIT WHEN WATER Lu o N REACHES CERTAIN LEVEL BLOCKING AS REQ'JTO PVC CONDESATE DRAIN DIRECTLY SUPPORT UNIT WEIGHT EXTEND DUCT BOARD TO EXTERIOR DRYWELL OR OUTSIDE < P x u w o z THROUGHOUT PLENUM A AIR HANDLER Z INSTALLATION DETAIL M I SCALE: N.T.S. HVAC 1) ALL DUCTS TO BE INSTALLED PER SMACNA DUCT STANDARDS AND LOCAL CODES 2) DUCT BOARD WILL BE 1 1/2" R-6 RIDGID BOARD. 3) FELX DUCT WILL BE SILVER R-6 VALUE 4) INSTALL DIGITIAL T -STATS. AND MOUNT THERMOSTAT 5'-0" A.F.F. 5) ARCHITECT'S AFFADAVIT RE.; SUSPENDED AHU FROM EXIST. STRUCTURAL MEMBERS; UPON EVALUATION, EXISTING STRUCTURE IS CAPABLE OF SUPPORT OF SUSPENDED AHU AS DEPICTED. 6) TRANSFER DUCTS FOR RETURN AIR TO COMPLY W/ SECTION 601.4 FBCM. 7) CROSS-SECTIONAL AREAS OF TRANSFER DUCTS TO BE AT LEAST 1-1/2 TIMES CROSS-SECTIONAL AREA OF S.A. DUCTS ENTERING ROOMS 8. VOLUME DAMPER TO BE INSTALLED ON FRESH AIR DUCT TO REGULATE VOLUME OF FRESH AIR ENTERING BUILDING NOTE: CONTRACTOR SHALL PROVIDE TEST AND BALANCE REPORT FOR FINAL MECHANCIAL INSPECTION DRAIN CONN. (X"l CROSS FPT MINIMUM CLEANOUT DRAIN PAN PLUG 2" MIN PITCH —� FII I -SO VAL. 1" GREATER THAN TSP. CONDENSATE TRAP NOT TO SCALE NOTE: SUPPLY CFM'S SHALL BALANCE RETURN CFM'S TRUCTURAL JOIST OR CONCRETE SLAB ABOVE UPPORT DUCT TO STRUCTURE WITH -1/2" WIDE 24GA METAL STRAP. ROVIDE CONCRETE POWDER ACTUATED ASTNER FOR INSTALLATION IN CONCRTE. HEET METAL SCREWES OR POWDER CTUATED FASTNER FOR INSTALLATION IN TRUCTURAL STEEL OR JOIST. ALL ORIZONTAL SUPPORTS SHALL BE MIN '-0" ON CENTER OR APPROVED BY MACNA STANDARDS. NON METALLIC DUCT SUPPORT DETAIL NOT TO SCALE PLEASE NOTE: NO SMOKE DETECTOR REQUIRED IN EXIST AHU IF LESS THEN 2,000 CFM SECURE TO STRUCTURE WITH MASTIC ALL SPIN -IN FITTING�POWDER ACTUATED FASTNER OR JOINTS AT WITH IN AND SHEET METAL SCREW CLOSURE VOLUME DAMPER 1-1/2" THICK METAL STRAP 5'-0" ON CENTER AIR FLOW 'INSULATE SPIN -IN WITH 1 1/2" THICK INSULATION SUPPLY AIR WITH VAPOR BARRIER LEAVING DUCT DAMPER OPERATOR ACCESSIBLE LEX DUCT CLAMP INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING DUCT TAKEOFF DETAIL NOT TO SCALE 0 0 0 0 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 Lu o N L z _Lu Z -u � CL O Lu Lu 0 N Lu z < P x u w o z t�Z�odz Z wop=J > Lu F- CL m ce °0 o Opw w>�0 Lu LwL f=.-" �W� �Lwu Q 0 ONNU0 �Z J a. ¢wN0Ooa 3=ILU H o 0 0 H 0 u+_ FQ'-Z20�Za d�>u00 w a� Z w J Z W O e O C 0 Lu CL p U O U U �:0< Z u(n1: 06 ce O Q O LL. Z 0 Z Lu 0 �wUCO< edU LnQi,-QO Z 0Z� 11 0 in LL Q - LL Q O , N O 0 U LCL Lu 0C WuI0 -T' 01-: ui (7F-�F-~ 0 vino in 0 + U cn IU LL Z Lu Q w Q p Q Q O _ a O \vl Q Z5 Q15 Qc) O U Z O �oC> � o �o o� OZ z Q _ `_ o Qc) 0 Z O C _ L F Z � 0 D V O W V Ft 1 QT'S SEAL'. '. f ^JO i SHIT T ELLE H1TECT.033 1114AL•�/ ISTLETOE A � 7C TONA CEACH» -F DRAW; , ' ){SHEET # CHECKED BY: S.P.H. M-2 1 _' SCALE: AS NOTED DATE REVISED: 08-08-2017