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DOLLAR TREEEX. 15 EX. 20" EX. 11 „ OAK TOP OF 1 l 3 EX. 18 BANK EX. 19" -' qq ilil i 15' RIGHT—OF—WA OAK PINE OAK _ a 'I i�illl �•-i � � EASEMENT PER OFF IAL OAK_.,_... Ir ° I4 RECORDS BOOK 5810, GE 2 EX. 5" 300.00'(D) 88'17' 0"E(D 299.88' F () N88'19'5' TREE fi�� fifi, fifi fifi .fig fifi,fifil� fi *r I EX. ( — —-------- ---- — (./, OAK i, l £ fi fi fifi. fi fi — fi fi SODS of ° I#`£5� 0.00'FDO ��0�%i ( � , s l € SOS OD tl it tl €( f # itl €tl ,. I6't I I4 if I i( 'Ex.B PVG w w w w x tl _ i.� € ;tl II' ��ttl ttl V � I i i i _ ____..a.._.. _ IG itl'— v16 I s1 sq.ft.) I I i ELP QV _ _ .,_ . 24' nE y # I l q APPcx+MA�E gee ____._ ________,.,,.,,. 427 QV --. — EASEMENT FOR JACE T _ _ _ ,o M tl Itr if w Itl s'u y _ ._._._. __. , _ _ _,_.. __ S PORT P OFFICIAL _ Itl 1.. \1 / +— �STORM SEW � 1 RECORDS—sDOIZ ¢44.5 P,,.GAE, __; £r, ° INDICATES F LT �_ , Itl G1 !tl }tl' DRAINAGE E , IC �� x . II( Itlitl Itl f, I AR €{, Itl ,. f ,tl tl I i ._.._.., W 1 t� I Itl if Itl I Ill € Itl 6 tl W W 1 to WATER AND ,SEWER RHI fi €, ( itl . I itl " � Itl Itl [tl t( 'tl !6 I I I l I EAS MENT, PER FFICIAL IC itl r If I I � I R CORD BOOit 599 PAGE 1714 � 24 ' i 1 E l ° o f Itl ,itl itl 'tl f 1 , GUY . ° (92 sq.ft.) s I ILX I. 80 ICIf I T�`PIGA tl i o tl if W Itl W i6 ( . ( ° . 2 Itl [6 Itl { li (tl .Itl A i I p RIE6 Itl � W , N � to f Itl itl itl id I I I .� z 36 itl to Itl 9 itl tl ttl f It R O 3 11 i If .� .� EX. 16 j5 , €' ° `� y. (276 sq.ft.)— OD 4 o g SOD�1If �tliItl fitl( Itl�iO 1 f ;6 tl ,� if ,4 It N ,tl N 33 I Q i ��/ .•,.,.' S O q '3 ! a 14 .. f , �'gg rp Iil ( ,'pp !.%.'. I I I 2 '�Q I jg gg (� " yj U % {� Itl ii ° x ° € Q. 1 I i i' itl I4 S9 i4 ;ll ?B O ° i s L7 . „ z �! � � I � £, ;� � i(� il{ i( itl 'f (d itl itl f I rri m i �� i Rgl (tl,tl itl tl0f ioitl itl I n o tl a I � N i` 2 VIA "(0- L111 k N w t f III E i 1 50 sq.ft.)— itl1(tl IG if to if if to , I� V - I (1 , ��,� I li€ €� UA SP I9 f ;tl111 � itl W SCD 1 i I l 1 POD —n 7 Itl I k I I o Iii df Ivo 5 00 t o Itl [tl itl (tl A � I fi it JUN i IGL itl l it ILII I� Itl f h I s 88 HYL - i 32 ; .Itl IG if itl f I I t 1 I 46 sq.ft.)- ® Itl i) �' (1 ELP 33 '' MUH N 14 i( VIA _ °� itl I ( I — II�� f� Itl 19Itl ,i6 � i ,Itl tl�V 11 itl�io II (131 sq.ft.)—If of EASTERLY R11N SINE I' � ,~ Ii I if ' x!11 0� 111Q if � s i o OF MAYPORT ROAD 1 (STATE ROAD A1A) V1 £ d f ifi gtl i� Itl' I a I I PER DEEP & FDOT MAP is / k ii „ (, j7:_.._ j I ELP 1 .� W t8 itl itl tl V J t p I { It SECTION 72230 : I) 44 to 'W tt I # qI s ' £ , (9,973 SF) j itl N'if to 19 .tl ?( I t ro I i = -' ENCLOSURE U 0 � itl LT ! SITE AREA 1.86 AG PRO TRASH a (S SH ET16 11 1 if _. _ T-4 FOR DETAILS) �:� €% 1 �; FFE — 15.50` Itl,�ric itl I 1 Z ;tl if fi CITYIf OF `=-� 8� R�� -�. � i Y � � Itl itl f IC BE., ` HYL ATLANT u SO fi 33 - a 186 f itl ," ,itl (tl itl 1( (tl ,tl . J f V RE #169398 06 1 s INLET o INLET j TOP EL.: ` 14.39' I C` { I Z 1 tl i r ,b N [tl fU TOP EL 14.31' S 1 T iROA- EL.: 1160' ( II i �a * I' 1 POD € itl tl itl , i ,Itl iJ €tl itl <I ifto W — THROAT ;EL,: 1 �5 14 N. & S,`, INV. EL., X5.12' I � i I 5 tl � � � Ilt � � � itl Itl � � � Itl � itl .itl , I( I Nv, EL.., 9.76' W. Itl V. INACCE .BIBLE 1 t :, #, — RHI fi I 1 � 3, { tl IG f if fU Itl 'f Ii I (232 sq.ft.) 41 ( IU q , itl .6 ,u (I itl i sI i— i VIA (150 sq.ft.)— 't itl V 6ito itl itl {� I( itl if to to I ii 1 1 M JUN — _ p W r i I € 1 I 1 _ 1 ;tl tl to to it Itl itl Itl . 1! N co a ° { ! , ( t z ` = I -4 i 35 i ° °! ° ° 1, i< d 0 itl . N � ! „�� € i ! � a I ° i. is �,Itl ;tl f itl itl � IY i . i 2 itl {9 I6 IG o I, to p I S SID W f9 f .V € r i i .� 3 SOD 0 Itl itl f ( o 1 _C W � (fi Ili ( EX. it If Itl f9 � 11 iU it SCjD fi MG 9 14 ,tl V io � if f QV Itl itl ! it tl i (tl tl I , O`'` t a of itl I 6 Itl11' I 1 LI Itl RIE'" to N, tl Itl�'rDq�n!' E T t �l) 61 QV i. `itl W. W j T —T T t (tl I itl IGo I 0N D € ILX T E T 11 E T E—�� E —E E 5itlr�.�tl _ IC re toto ,f fU (6 Itl ,itl i 66 (362 sq.ft.) 2 yi, tt Kt fi UA if (1, 01l i@ itl A (1 3 A {tl� ,(6if .., Itl � itl t €! ( t9 , 1 If I fi l i I .;.� I ( 4 �1 W W I � , ,tl 9 If I �" 1,1 :1., 4. I i �ffatld19 4( itlitl - I i. .;. m j; € I o A i € Q ( (196 Esq.ft.) w 1rn Zi It itl w I ./ li itl i0 to , fi ,� I � ,tl ,b HYL NI I n A� �� I 13 3 NSI 52 M I / � Itl I )I ) 1 41 �� b I,I ) 9 sitl�Itl, {tl(tl(tl`� ,. Y Z D ( �g NI It (tl' _ 1f ' itl j # III t 6 If MA HO SOD S�� " i TO`N 1 4 € I ELP P EL.: I l {{ I ISOD k� INV. 211 i MAN r TOP I INV. I it — (PER CITY O I , =====_ Is E � / I l`I �£ SOD � 4° PVC SE VICE I �S ) P A �D S< 1 e^ =_===-=t s S) _ - 11£ I� _ 22' WATER AND SE — T1, iI (1773' ft. �- 1 q ) _ �N CORD BOOK 59 PAG 14 — — — — — — — -- — — J .8' BACK I I �II it _ _ _.., _ —x --------- ------------ — +. PREM , £ � DEVICE r I 4 t ull g fi A.11'(F) ` { 0300 300.00'(D) , RING BASIS i , kkk 8'17'50"W( ) ,. , ., D , I I15") y, m it i € .1 -- 9�d iCAATES POSSIBLE EX. K_ — ,,,... «. _F.L3x }�iiLfil' EASEMENT OA Ir F I 3I I�_ ..__, a _ _ _ _ _� �_ _. SANITARY I I CITYOFA TLANTICBEA CLfr METER RE SANITARY FOS 1 i #I6 METER ESX—_ 1 i _ a p I ( i1.F i tiAtlsTMAN HOLE WITH WATER LINE VALVE"ew.. TOP EL.: 12.72' 2 0.00'(P) _ __ g X i I i -,urn I - } A � )� � i � .--- N88'36'45"E(P) 2 9.85' F X ----4`— X � X 1. 1 £= �� S88-19'38"W(F) (�.es- — I�"��. Nj E°'1E 50.00'(FDOi h` £ N. LINE OF FAIRWAY VILLAS i ( PLAT BOOK 39, PAGES 22 AND 22A # LOT Sl LOT 50 188„ RCP— 127 RCP i cn ' GRATE INLET INLET LOT 52 FAIRWAY VILLAS TOP EL„ 14.70' INLET i O TOP EL., 14,80' THROAT EL.. 13.91 TOP EL.: 14,65' i i ; �; INV. EL,: 12,10' � PLAT BOOK 39, PAGES 22-22A INV. EL.; 10.30' i THROAT EL.: 13.86' — I w N. & S. INV. EL.: 5.40' E. & W. INV. INACCESSIBLE Us r NOTE: ALL ABOVE GROUND MECHANICAL EQUIPMENT SUCH AS, BUT NOT LIMITED TO, EXTERIOR UTILITY BOXES, METERS, AND TRANSFORMERS NOT CURRENTLY KNOWN OR DEPICTED SHALL BE VISUALLY SCREENED. BACK FLOW PREVENTERS SHALL BE PAINTED TO MATCH THE PRINCIPAL STRUCTURE. ALL COMPACTED SOIL, ROAD ROCK AND EXCESS DEBRIS SHALL BE REMOVE D AND A 24" LAYER OF SOIL FAVORABLE TO TREE: AND SHRUB GROWTH AND SUSTAINABILITY EXISTS OVER ALL PLANTING AREAS. SOIL COMPOSITION SHOULD CONTAIN 2-4% OR ORGANIC MATTER WITH REMOVAL OF ANY LARGE ROCKS OR DEBRIS, LARGE THAN A LEMON. We A E, N_u 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup . com 0 20 10 5 0 20 111= 20' ALL LANDSCAPED AREAS TO BE FULLY COVERED BY AUTOMATIC IRRIGATION SYSTEM AS PER CITY CODES AND REQUIREMENTS. SEE SEPARATE IRRIGATION PLANS FOR FURTHER INFORMATION. NOTE: PLEASE REFER TO SHEET L-2.0 FOR 2 LANDSCAPE NOTES AND PLANTING DETAILS. Sf�%,AN�V bate: PLANT SCHEDULE -� TREES l 25 I BOTANICAL NAME SPECIFICATIONS DBH $ N NATIVE XERIC REMARKS AR EDGE OF WATER U I POI_ B & B l� i 9/8/2014 € EX. 12" j NEIGHBORING t Medium EX. 18+19" OAK ( BUILDING F.F. EL.: 11.1' EX. 15 EX. 20" EX. 11 „ OAK TOP OF 1 l 3 EX. 18 BANK EX. 19" -' qq ilil i 15' RIGHT—OF—WA OAK PINE OAK _ a 'I i�illl �•-i � � EASEMENT PER OFF IAL OAK_.,_... Ir ° I4 RECORDS BOOK 5810, GE 2 EX. 5" 300.00'(D) 88'17' 0"E(D 299.88' F () N88'19'5' TREE fi�� fifi, fifi fifi .fig fifi,fifil� fi *r I EX. ( — —-------- ---- — (./, OAK i, l £ fi fi fifi. fi fi — fi fi SODS of ° I#`£5� 0.00'FDO ��0�%i ( � , s l € SOS OD tl it tl €( f # itl €tl ,. I6't I I4 if I i( 'Ex.B PVG w w w w x tl _ i.� € ;tl II' ��ttl ttl V � I i i i _ ____..a.._.. _ IG itl'— v16 I s1 sq.ft.) I I i ELP QV _ _ .,_ . 24' nE y # I l q APPcx+MA�E gee ____._ ________,.,,.,,. 427 QV --. — EASEMENT FOR JACE T _ _ _ ,o M tl Itr if w Itl s'u y _ ._._._. __. , _ _ _,_.. __ S PORT P OFFICIAL _ Itl 1.. \1 / +— �STORM SEW � 1 RECORDS—sDOIZ ¢44.5 P,,.GAE, __; £r, ° INDICATES F LT �_ , Itl G1 !tl }tl' DRAINAGE E , IC �� x . II( Itlitl Itl f, I AR €{, Itl ,. f ,tl tl I i ._.._.., W 1 t� I Itl if Itl I Ill € Itl 6 tl W W 1 to WATER AND ,SEWER RHI fi €, ( itl . I itl " � Itl Itl [tl t( 'tl !6 I I I l I EAS MENT, PER FFICIAL IC itl r If I I � I R CORD BOOit 599 PAGE 1714 � 24 ' i 1 E l ° o f Itl ,itl itl 'tl f 1 , GUY . ° (92 sq.ft.) s I ILX I. 80 ICIf I T�`PIGA tl i o tl if W Itl W i6 ( . ( ° . 2 Itl [6 Itl { li (tl .Itl A i I p RIE6 Itl � W , N � to f Itl itl itl id I I I .� z 36 itl to Itl 9 itl tl ttl f It R O 3 11 i If .� .� EX. 16 j5 , €' ° `� y. (276 sq.ft.)— OD 4 o g SOD�1If �tliItl fitl( Itl�iO 1 f ;6 tl ,� if ,4 It N ,tl N 33 I Q i ��/ .•,.,.' S O q '3 ! a 14 .. f , �'gg rp Iil ( ,'pp !.%.'. I I I 2 '�Q I jg gg (� " yj U % {� Itl ii ° x ° € Q. 1 I i i' itl I4 S9 i4 ;ll ?B O ° i s L7 . „ z �! � � I � £, ;� � i(� il{ i( itl 'f (d itl itl f I rri m i �� i Rgl (tl,tl itl tl0f ioitl itl I n o tl a I � N i` 2 VIA "(0- L111 k N w t f III E i 1 50 sq.ft.)— itl1(tl IG if to if if to , I� V - I (1 , ��,� I li€ €� UA SP I9 f ;tl111 � itl W SCD 1 i I l 1 POD —n 7 Itl I k I I o Iii df Ivo 5 00 t o Itl [tl itl (tl A � I fi it JUN i IGL itl l it ILII I� Itl f h I s 88 HYL - i 32 ; .Itl IG if itl f I I t 1 I 46 sq.ft.)- ® Itl i) �' (1 ELP 33 '' MUH N 14 i( VIA _ °� itl I ( I — II�� f� Itl 19Itl ,i6 � i ,Itl tl�V 11 itl�io II (131 sq.ft.)—If of EASTERLY R11N SINE I' � ,~ Ii I if ' x!11 0� 111Q if � s i o OF MAYPORT ROAD 1 (STATE ROAD A1A) V1 £ d f ifi gtl i� Itl' I a I I PER DEEP & FDOT MAP is / k ii „ (, j7:_.._ j I ELP 1 .� W t8 itl itl tl V J t p I { It SECTION 72230 : I) 44 to 'W tt I # qI s ' £ , (9,973 SF) j itl N'if to 19 .tl ?( I t ro I i = -' ENCLOSURE U 0 � itl LT ! SITE AREA 1.86 AG PRO TRASH a (S SH ET16 11 1 if _. _ T-4 FOR DETAILS) �:� €% 1 �; FFE — 15.50` Itl,�ric itl I 1 Z ;tl if fi CITYIf OF `=-� 8� R�� -�. � i Y � � Itl itl f IC BE., ` HYL ATLANT u SO fi 33 - a 186 f itl ," ,itl (tl itl 1( (tl ,tl . J f V RE #169398 06 1 s INLET o INLET j TOP EL.: ` 14.39' I C` { I Z 1 tl i r ,b N [tl fU TOP EL 14.31' S 1 T iROA- EL.: 1160' ( II i �a * I' 1 POD € itl tl itl , i ,Itl iJ €tl itl <I ifto W — THROAT ;EL,: 1 �5 14 N. & S,`, INV. EL., X5.12' I � i I 5 tl � � � Ilt � � � itl Itl � � � Itl � itl .itl , I( I Nv, EL.., 9.76' W. Itl V. INACCE .BIBLE 1 t :, #, — RHI fi I 1 � 3, { tl IG f if fU Itl 'f Ii I (232 sq.ft.) 41 ( IU q , itl .6 ,u (I itl i sI i— i VIA (150 sq.ft.)— 't itl V 6ito itl itl {� I( itl if to to I ii 1 1 M JUN — _ p W r i I € 1 I 1 _ 1 ;tl tl to to it Itl itl Itl . 1! N co a ° { ! , ( t z ` = I -4 i 35 i ° °! ° ° 1, i< d 0 itl . N � ! „�� € i ! � a I ° i. is �,Itl ;tl f itl itl � IY i . i 2 itl {9 I6 IG o I, to p I S SID W f9 f .V € r i i .� 3 SOD 0 Itl itl f ( o 1 _C W � (fi Ili ( EX. it If Itl f9 � 11 iU it SCjD fi MG 9 14 ,tl V io � if f QV Itl itl ! it tl i (tl tl I , O`'` t a of itl I 6 Itl11' I 1 LI Itl RIE'" to N, tl Itl�'rDq�n!' E T t �l) 61 QV i. `itl W. W j T —T T t (tl I itl IGo I 0N D € ILX T E T 11 E T E—�� E —E E 5itlr�.�tl _ IC re toto ,f fU (6 Itl ,itl i 66 (362 sq.ft.) 2 yi, tt Kt fi UA if (1, 01l i@ itl A (1 3 A {tl� ,(6if .., Itl � itl t €! ( t9 , 1 If I fi l i I .;.� I ( 4 �1 W W I � , ,tl 9 If I �" 1,1 :1., 4. I i �ffatld19 4( itlitl - I i. .;. m j; € I o A i € Q ( (196 Esq.ft.) w 1rn Zi It itl w I ./ li itl i0 to , fi ,� I � ,tl ,b HYL NI I n A� �� I 13 3 NSI 52 M I / � Itl I )I ) 1 41 �� b I,I ) 9 sitl�Itl, {tl(tl(tl`� ,. Y Z D ( �g NI It (tl' _ 1f ' itl j # III t 6 If MA HO SOD S�� " i TO`N 1 4 € I ELP P EL.: I l {{ I ISOD k� INV. 211 i MAN r TOP I INV. I it — (PER CITY O I , =====_ Is E � / I l`I �£ SOD � 4° PVC SE VICE I �S ) P A �D S< 1 e^ =_===-=t s S) _ - 11£ I� _ 22' WATER AND SE — T1, iI (1773' ft. �- 1 q ) _ �N CORD BOOK 59 PAG 14 — — — — — — — -- — — J .8' BACK I I �II it _ _ _.., _ —x --------- ------------ — +. PREM , £ � DEVICE r I 4 t ull g fi A.11'(F) ` { 0300 300.00'(D) , RING BASIS i , kkk 8'17'50"W( ) ,. , ., D , I I15") y, m it i € .1 -- 9�d iCAATES POSSIBLE EX. K_ — ,,,... «. _F.L3x }�iiLfil' EASEMENT OA Ir F I 3I I�_ ..__, a _ _ _ _ _� �_ _. SANITARY I I CITYOFA TLANTICBEA CLfr METER RE SANITARY FOS 1 i #I6 METER ESX—_ 1 i _ a p I ( i1.F i tiAtlsTMAN HOLE WITH WATER LINE VALVE"ew.. TOP EL.: 12.72' 2 0.00'(P) _ __ g X i I i -,urn I - } A � )� � i � .--- N88'36'45"E(P) 2 9.85' F X ----4`— X � X 1. 1 £= �� S88-19'38"W(F) (�.es- — I�"��. Nj E°'1E 50.00'(FDOi h` £ N. LINE OF FAIRWAY VILLAS i ( PLAT BOOK 39, PAGES 22 AND 22A # LOT Sl LOT 50 188„ RCP— 127 RCP i cn ' GRATE INLET INLET LOT 52 FAIRWAY VILLAS TOP EL„ 14.70' INLET i O TOP EL., 14,80' THROAT EL.. 13.91 TOP EL.: 14,65' i i ; �; INV. EL,: 12,10' � PLAT BOOK 39, PAGES 22-22A INV. EL.; 10.30' i THROAT EL.: 13.86' — I w N. & S. INV. EL.: 5.40' E. & W. INV. INACCESSIBLE Us r NOTE: ALL ABOVE GROUND MECHANICAL EQUIPMENT SUCH AS, BUT NOT LIMITED TO, EXTERIOR UTILITY BOXES, METERS, AND TRANSFORMERS NOT CURRENTLY KNOWN OR DEPICTED SHALL BE VISUALLY SCREENED. BACK FLOW PREVENTERS SHALL BE PAINTED TO MATCH THE PRINCIPAL STRUCTURE. ALL COMPACTED SOIL, ROAD ROCK AND EXCESS DEBRIS SHALL BE REMOVE D AND A 24" LAYER OF SOIL FAVORABLE TO TREE: AND SHRUB GROWTH AND SUSTAINABILITY EXISTS OVER ALL PLANTING AREAS. SOIL COMPOSITION SHOULD CONTAIN 2-4% OR ORGANIC MATTER WITH REMOVAL OF ANY LARGE ROCKS OR DEBRIS, LARGE THAN A LEMON. We A E, N_u 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup . com 0 20 10 5 0 20 111= 20' ALL LANDSCAPED AREAS TO BE FULLY COVERED BY AUTOMATIC IRRIGATION SYSTEM AS PER CITY CODES AND REQUIREMENTS. SEE SEPARATE IRRIGATION PLANS FOR FURTHER INFORMATION. NOTE: PLEASE REFER TO SHEET L-2.0 FOR 2 LANDSCAPE NOTES AND PLANTING DETAILS. Sf�%,AN�V bate: PLANT SCHEDULE -� TREES QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS DBH HEIGHT SPREAD NATIVE XERIC REMARKS AR 12 Red Maple Acer rubrum B & B 4"Cal 14-16' ht. 5-6' Yes Medium IC 7 Dahoon Holly Ilex cassine B & B 2.5"Cal 10-12' Ht 5' Yes High 4' CT LT 4 Crape Myrtle Coral Pink Lagerstroemia x 'Tuscarora' B & B 2.5"Cal 10-12' Ht 4-5' No High Single Trunk MG 4 Southern Magnolia Magnolia grandiflora B & B 3"Cal 14-16' ht. 6-T Yes High 3' c. t. QV 15 Southern Live Oak Quercus virginiana B & B 3"Cal 14-16 ht. 5-6' Yes High 4' CT UA 4 Winged Elm Ulmus alata B & B 3"Cal 14-16- ht. 5-6` Yes High (incl 3 Existing) LANDSCAPE SCREEN 196.09 x 75%) 147.07 I.f. PALM TREES QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS DBH HEIGHT SPREAD NATIVE XERIC REMARKS SP 10 Cabbage Palmetto Sabal palmetto B & B 6 TREES 16-20' oa 10' Yes High 6-10' staggered clear trun NORTH PROPERTY LINE (300 I.f.) SHRUBS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS ELP 85 Silver Eleagnus Elaeagnus pungens 3 gal 24" 24" 1811 Yes High Full to base IGL 32 Inkberry Ilex glabra NA 24" 24" 18" Yes High Full to base POD 10 Shrubby Yew Podocarpus macrophyllus maki 15 gal As Shown 5-6' Ht 30" No Medium Full to base VIA 4 Evergreen Sweet Viburnum Viburnum awabuki 15 gal As Shown 4-5Ht 2-3' No High VIB 427 Sandankwa Viburnum Viburnum suspensum NA 24" 24" 24" No High Full to base SHRUB AREAS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS HYL 118 Spider Lily Hymenocallis latifolia n/a 24" 181. 18" Yes High Full to base MUH 109 Pink Muhly Grass Muhlenbergia capillaris n/a 18" 14-16" 14-16" Yes High Full to base RHI 93 Indian Hawthorn Rhaphiolepis indica n/a 24" 18" 18" No Medium RIE 97 Indica Azalea Rhododendron indicum 'Elegans' n/a 24" 16-18" 16-18" No Low GROUND COVERS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS ILX 146 Dwarf Schillings Holly Ilex vomitoria 'Schillings Dwarf' n/a 18" 14-16" 14-16" Yes High JUN 123 Shore Juniper Juniperus conferta n/a 18" 12" 12" No High SOD/SEED QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS BAH 11,185 sf Bahia Grass Paspalum notatum 'Argentine' grass High STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION 12-30-14 IVIU MDG ADDED TREE TO MAYPORT ROAD BUFFER 11-17-14 MD MDG REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL CITY OF ATLANTIC BEACH, FLORIDA -LANDSCAPE CODE COMPLIANCE CHART Chapter 23; Article III; Div. 4, Sect. 23-30, and Chapter 24, Div. 8, Sects 24-176 & 24-177 OVERALL SITE DATA TOTAL SITE AREA: 81,028 sq.ft. (1.86 Acres) REQUIRED LANDSCAPE AREA (10%): 8,102.8 sq.ft. TOTAL PROPOSED PERVIOUS AREA: 35,620 sq.ft. (43.96%) 50% MIN SHADE TREES: 40/57 (70% PROVIDED) MIN TREE SIZE: 10' HT, 2" CAL. PALMS COUNTED 2:1 FOR TREES PALMS COUNTED 4:1 FOR SHADE TREES PALMS 8' CT MINIMUM REQUIRED PROVIDED MINIMUM TREE REQUIREMENTS COMMECIAL USES (1) 4" TREE/8,000 OF PARCEL AREA 11 TREES 12 TREES VUA INTERIOR LANDSCAPE REQUIREMENTS PROPOSED VUA AREA: 33,336 sq.ft. LANDSCAPE AREA REQUIRED (10%): 3,222.6 sq.ft. LANDSCAPE AREA PROVIDED: 3,935 sq.ft. (11.8%) 25% OF LANDSCAPE AREA COVERED IN SHRUBS 875 SQ.FT. 1,685 SQ.FT. TREES REQUIRED @ 1/4000sq.ft. 9 TREES 10 TREES (1) TREE/TERMINAL PARKING ISLAND 13 TREES 13 TREES PERIMETER LANDSCAPE REQUIREMENTS PUBLIC R/O/W (NIC DRIVEWAYS) (196.09 I.f.) TREES @ 1 PER 50 I.f. 4 TREES 4 TREES (incl 3 Existing) LANDSCAPE SCREEN 196.09 x 75%) 147.07 I.f. 150 Lf. EAST PROPERTY LINE (270 I.f.) SHADE TREES @ 1 PER 50 I.f. 6 TREES 6 TREES SOUTH PROPERTY LINE (300 I.f.) SHADE TREES @ 1 PER 50 I.f. 6 TREES 6 TREES (incl 1 Existing) NORTH PROPERTY LINE (300 I.f.) SHADE TREES @ 1 PER 50 Lf. 6 TREES 6 TREES (incl 3 Existing) TOTALS 57 TREES 1 57 TREES N FLORI FLORIDA BU: �N.PI7S' �PE'ARC� T �a�m�er�29; 2014 , U1E No. 6666871 I S C. T. qF AUTW. No. 27528 PROJ. NO ION ooa�aa YacEX ATLANTIC BEACH, FL - MAYPORT RD LANDSCAPE PLANTING PLAN FT140062 DWG. NO. L-1.0 FL ORAN 1° NYL (3 BE DO NOT CUT LEADER 0 PRUNE DAMAGED OR DEAD 0 WOOD IMMEDIATELY PRIOR TO AS 0000 1100 0� BY THENTING LAND CAPERECTED ARCHITECT �O O PROTECT TREE WITH BURLAP b Q� �0 "" 1" WIDE MIN. NYLON STRAPING AT EQUAL SPACING (3 PER TREE) o 0U MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP 1/2"x2' FLUORESCENT ORANGE MARKER SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. _ UNTIE BURLAP FROM BASE OF TRUNK. j j^f 3 e.; ;! f I TRIM AS NECESSARY. -i£i.....I IIE.,,,, ...r,;� 2x2 x2 STAKE. TOP TO BE 2" MIN BELOW FINISH GRADE I 111 It BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. 2x BALL DIA. V cal. and over) LARGE TREE PLANTING DETAIL N.T.S. 1° NYL (3 FL ORAN BE DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING AS DIRECTED BY THE LANDSCAPE ARCHITECT PROTECT TREE WITH BURLAP 2"x4"X8'-0" STAKE MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. (2" cal. and under) SMALL TREE PLANTING DETAIL N.T.S. DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING AS DIRECTED BY THE LANDSCAPE ARCHITECT PROTECT TREE WITH BURLAP 2"x4"XS'-0" STAKES (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0' -2 - ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. MULTI- TRUNK AND SMALL TREE V cal. and under) PLANTING DETAIL N.T.S. CH, 3" DEEP SPEC.) KFILL MIX SPECIFIED SHRUB / GROUNDCOVER SPACING /PLANTING DETAIL N.T.S. 1/3 TRUNK MIN. UNTIE FRONDS METAL STRAPS SECURING 2"x4"x12" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACES TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0' -2 - ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"x12" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL ♦ SET ROOTBALL ON UNDISTURBED SOIL 2x BALL DIA. LARGE PALM PLANTING DETAIL N.T.S. T HURRICANE CUT FRONDS METAL STRAPS SECURING 2"x4"x12" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL_ BRACES TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"02" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL SET ROOTBALL ON UNDISTURBED SOIL. CIGARED SABAL. PALM PLANTING DETAIL N.T.S. 1 1111 1� X111 1 11 / ��1 1111 1 1 NO ENTRY OR STORAGE NO DRIP LINE ENCROACHMENT 4' HT. BARRICADE FENCE OF ORANGE "TENSOR" HIGH VISIBILITY MESH. 2"x4" MIN. WOOD POST AT DRIP LINE TREE PRESERVATION BARRICADE FENCING DETAIL N.T.S. MULCH, 1 " DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0' -1 - ABOVE SURROUNDING FINISH GRADE. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY. BACKFILL WITH PLANTING SOIL SET ROOTIBALL ON UNDISTURBED SOIL. SHRUB PLANTING DETAIL IN N.T.S. GENERAL NOTES: I. PLANT MATERIAL: All plant material shall be Florida *1I or better as established by "Grades and Standards For Nursery Plants" of the state of Florida, Department of Agriculture. 2. All trees, shrubs and groundcovers shall be of the sizes as specified in the Plant List. 3. Quantities listed on the the Plant List are for estimating purposes. Contractor shall verify all quantities. Mulch, topsoil, fertilizer, etc. shall be included in the unit cost of the plants. 4. Where there is a discrepancy either in quantities, plant names, sizes or specifications between the plan or plant list, the plan takes precedence. 5, All planting beds and water basins for trees shall be covered with a 3" minimum depth of shredded eucalyptus or florimulch grade 'B' or better. %. The Planting Plan shall be installed in compliance with all existing codes and applicable deed restrictions. l_ SOD: All areas not used for buildings, vehicular use areas, walks or planting beds shall be grassed. Grassing shall extend to any abutting street pavement edge and to the mean waterline of any abutting canal, lake or waterway. 8. PLANTING SOIL: All trees and shrubs shall be planted with a minimum of 12" topsoil around and beneath the rootball. Minimum topsoil shall be 6" for groundcover areas and 2" for sodded grass areas. 9. Planting soil to be a weed -free mixture of 50% sand, 40% muck, and 10% Canadian peat. All plant material to receive planting soil as per details. 10. Contractor is responsible for determining all utility locations and installing facilities so as to not conflict. All damage to existing utilities or improvements caused by Contractor shall be repaired at no additional cost to the Owner. 11. Contractor to notify "Sunshine State One Call of Florida, Inc." at 1-500-432-4770 Two Full Business Days prior to digging for underground utility locations. 12. Contractor shall be responsible for providing final grading of all associated planting areas. 13. After final grade, area to be raked to 6" depth and all rock and foreign inorganic materials removed and disposed of properly off-site. 14. All planting holes to be hand dug except where machine dug holes will not adversely affect or damage utilities or improvements (see note a). 15. No plunging of any tree or palm will be accepted. All plants to be planted at the nursery grade or slightly higher. 16. Contractor shall stake 4 guy all trees and palms at time of planting as per the appropriate detail. Contractor is responsible for the maintenance and/or repair of all staking and guying during warranty period and removal 4 disposal of staking after establishment period, 1T. Fertilizer for grass areas shall be NPK 1F -4-a a 12.5 lbs/1000 s.f. or 545 lbs/acre. Nitrogen 50% slow release form 4 fertilizer to include secondary micronutrients. 18. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved in writing prior to installation. Any discrepancies between plans, site and specifications shall be brought to the immediate attention of the Landscape Architect, the owner and governing municipality. PLANTING NOTES 19. WATERING: All plant material shall be watered in at time of planting in accordance with standard nursery practices. In addition, Contractor will continue watering of plant material until substantial completion and as needed thereafter for a period of 2 months. 20. All new plant material shall be guaranteed for 1 year from time of final acceptance of project. Any plant material not in a healthy growing condition will be replaced by the Contractor at no additional cost to the Owner within 10 days of notification. For all replacement plant material, the warranty period shall be extended an additional 45 days beyond the original warranty period. All trees that lean or are blown over, caused by winds less than 75 mph, will be re -set and braced by the Contractor at no additional cost to the Owner. 21. The successful bidder shall furnish to the Owner a unit price breakdown for all materials. The Owner may, at its discretion, add or delete from the materials utilizing the unit price breakdown submitted. 22. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or otherwise damaged. 23. Plant material will not be accepted when the ball of earth surrounding its roots has been cracked, broken or otherwise damaged. 24. Root -prune all trees a minimum of (a) weeks prior to planting. 25. All landscaped areas will be irrigated by an underground, automatic, rust -free irrigation system providing 100% coverage and 100% spray overlap. The system shall be maintained in good working order and designed to minimize water on impervious services and not overspray walkways. A rain sensor device shall be installed to override the irrigation cycle of the system when adequate rainfall has occurred. 26. All plant material planted within the sight distance triangle areas (see plan) shall provide unobstructed cross -visibility at a horizontal level between 30 inches and 8 feet above adjacent street grade. 27. No canopy trees shall be planted within 15 feet of a light pole. No palm species shall be planted within ro Feet of a light pole. 20. Ground cover plantings shall provide not less than 50 percent coverage immediately upon planting and 100 percent coverage within 0 months after planting. 29. Tree protection barricades shall be provided by Landscape Contractor around existing trees that may be impacted by the proposed construction. Prior to any construction a tree protection barricade inspection shall be conducted by the landscape architect, owner or governing municipality. Refer to landscape detail for tree preservation barricade fencing. 30. In all pedestrian areas, all trees and palms shall be maintained to allow for clear passage at an 8 foot clear trunk- 31, runk 31. All landscape material shall be setback a minimum of 10' from any Fire Hydrant 1. Outline all planting beds for approval by the Landscape Architect prior to commencing with bed preparation. 2. Stake all tree locations for approval by the Landscape Architect prior to digging tree pits. 3. Remove all weeds and grasses from all shrub and groundcover planting beds. If Bermuda grass is present, it shall be eradicated completely prior to planting new plants. 4. Within approved bed areas, prepare soil by tilling a minimum two inched (2") of organic compost over the entire bed area to a depth of six inches (6"). 5. Spread an even three inches (3") layer of mulch over the entire planting bed. 6. On all trees the top six inches (6") of backfill shall consist of a 1:1 mixture of compost to soil. 7. Around all trees form a circular ring (at least 48" in diameter) free of vegetation. Circle shall be true in form and centered on the tree. 8. All trees shall be staked per planting details. 9. Apply Osmocote (or other approved slow release started fertilizer) at a rate of '/2 pound per tree and 1 pound per 100 square feet of shrub and groundcover planting beds. 10. All new lawn, shrub planting beds and trees to be fully irrigated with 100% coverage. Irrigation system to be an automatic underground sprinkler. 11. It is the Landscape Contractor's responsibility to remove all project tree stakes, wrappings, strap devices, and wires in their entirety after one year of successful tree growth. 12. It is the responsibility of the contractor to account for all existing plant material; construction stake off and protect said plant material no closer than the drip line of the existing vegetation during the entire construction process. 13. Extreme care should be taken while working within the drip line of all existing trees. Under no circumstances shall and root, larger than 2" diameter, be cut or damaged. 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup xom AkJ 11-2-t-14 mu MDG REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL MICHAELIQ ROW, IRTH PROFESSIONAL LANDSCAPE ARCHITECT November 20, 2014 FLORIDA LICENSE No. 6666871 FLORIDA BUSINESS CERT. OF AUTH. No. 27528 *S DOQL=A 0 yo,�Fff ATLANTIC BEACH, FL - MAYPORT RD LANDSCAPE DETAILS & NOTES PROJ. NO. FT140062 I DWG, NO. L-2.0 0 314 0.00'(FDO V! 4 VALLEY GUTTER p CURB - A (TtPICAL) y rYPICA' z 3 < 0 Us a- '0 J K- TYPE CURB (TYPIC4L) E EAS11RLY RAW LINE OF MAYPORT ROAD (STATE ROAD A1A) PER DEEt D & FDOT MAP I1 Ij TION 72230 31 Ii SEC 2 2 A_ "',%ji TYPE CURB (TYPICAL) 2" IIS I X J! T12 tI 0 11, -0 Z, 3 ZA IN x4f Ro. ........ .... 3 3 7,9' x r7 II R, 'X 00'(FDO" If T 1I 1 ..... . ....... . ...... ... ...... . ....... 11 . . ...... 0 EDGE OF WATER 9/8/2014 EXISTING 1" WATER METER. CONTRACTOR TO VERIFY AND DIFFERENTIATE IRRIGATION METER FROM POTABLE METER. TOP OF BANK . . -.. . . - - .-- - - . . . . . . N887'50"E(D) 300.00'(D) 1 299-88'(F) N88*1 9'58"E(C) 3/4 11/4" AZ a---- --- — ---- - ------ /4 . . ......... -, - - --- --m" - I' opr r-7 . . . .. ......... RV .............. . 'M ... . . . .. II 4.0 I f I 11/4 2 1/4 I 2 3/4 ....... .. .. . -- X L I Ex, 8- PVC WM (BEARING BASIS) 6 "Y ORE S88-17'50"W(F)(D) NDl C A T E S POSSIBI F 1 Y211 UTILITY EASEMENT CI pr -Er yM WATER LINE N88*3 1 6 45"E(P) S88*19'38"W(F) N. LINE OF FAIRWAY VILLAS PLAT BOOK 39, PAGES 22 AND 22A LOT 51 LOT 52 FAIR WA Y VIJ PLAT BOOK 39, PA PLEASE REFER TO SHEET L-4.0 FOR IRRIGATION SCHEDULES, AND GENERAL IRRIGATION NOTES; AND SHEET L-5.0 FOR IRRIGATION DETAILS. 3/6 3/4 -1/24 3 , .0 3.0 < E 13 2 1.0 1 1.0 " 1.0 4 2 0S 13.2' 8' BA FLOWlvwffv V L PREVENTION DEVICE 300.11'(F X 0 33.9 300.00'(D) 5 31.2 1 1%" CAFE) R1/,,,,ADER TY OF A TLANTIC BEA CH RE #169398 0070 EBX CARD 250.00'(P) X X 249.85'(F) X - X X 3 3/4 115 1 V2" Y4 3 .3/4 3/4 0 N 6U-1 1/2 ED Y2 NEIGHBORING BUILDING F.F. EL.: 11,1' 4 X X STORM SEWER 2' INDICATES POSSIBLE "2 DRAINAGE EASEMENT 2 S 20 10 5 0 20 1 "= 20' FINAL TIME CLOCK LOCATON TO BE DETERMINED BY OWNER OR OWNER'S REPRESENTATIVE. n BACK FLOW PREVENTION DEVICE I" 1/4 METER LAS GES 22-22A LOT 50 0 "A /t/41'aii, 0/,,:-:, II J , 'k. E ?14 G E R 1 11 G R 0U P 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup.com STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION U 1 12-30-14 mu MDG ADDED TREE TO MAYPORT ROAD BUFFER 11-17-14 MD MDG REV. DATE DR CHK DESCRIPTION ,,--" DOCUMENT CONTROL ADDITIONAL IRRIGATION NOTES A. The Contractor shall design, furnish and install a complete irrigation system and controls. B. This Contractor shall furnish and install the irrigation tap, meter and all PVC, Schedule 40, sleeves under walkways and roadways, where shown on the plans. Sleeves shall extend 3 feet beyond pavement. C. Materials for sleeves shall be Schedule 40 PVC, Glue Joint Pipe & Couplings. Sleeves shall be 4 inch diameter. All sleeves shall have removable plugs at each end for removal by Owner. D. Irrigation sleeves shall have 18 inches to 24 inches of cover to finish grade. E. Sleeves shall be installed in the same manner as specified for storm drain piping. F. The Control System shall be located inside the building at the main electrical panel and shall be housed in a lockable assembly. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 1811 OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CONTROL SYSTEM SHALL PROVIDE THE ABILITY TO BE PROGRAMMED IN MINUTES, BY DAY OF WEEK, SEASON AND TIME OF DAY; AND HAVE THE ABILITY TO MAINTAIN TIME DURING POWER OUTAGES FOR A MINUMUM OF THREE (3) DAYS. INSTALLER IS REQUIRED TO CONDUCT FINAL TESTING AND ADJUSTMENT TO ACHIEVE DESIGN SPECIFICATIONS PRIOR TO COMPLETION OF THE SYSTEM AND ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. MICR IRTH P F;ESSP,�t� ,,LANDSCAP� ARNITECT �-�Pe ember 29, 2014 RIVA LIC .,E,NSE No. 6666871 FLORIDA BILISINESSICEIRT. OF RUTH. No. 27528 PROJI. NO 100QUO YMEN ATLANTIC BEACH, FL - MAYPORT RD IRRIGATION PLAN FT140062 I DWG. NO. L-3.0 CONCRETE (TYPICAL) CITY OF I 'TLANTICBEACH ,RE #169398 0070 1/4 2 13.8 2 1Y211 4 34.1 P 1Y21f 11/40 I" 1/4 METER LAS GES 22-22A LOT 50 0 "A /t/41'aii, 0/,,:-:, II J , 'k. E ?14 G E R 1 11 G R 0U P 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup.com STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION U 1 12-30-14 mu MDG ADDED TREE TO MAYPORT ROAD BUFFER 11-17-14 MD MDG REV. DATE DR CHK DESCRIPTION ,,--" DOCUMENT CONTROL ADDITIONAL IRRIGATION NOTES A. The Contractor shall design, furnish and install a complete irrigation system and controls. B. This Contractor shall furnish and install the irrigation tap, meter and all PVC, Schedule 40, sleeves under walkways and roadways, where shown on the plans. Sleeves shall extend 3 feet beyond pavement. C. Materials for sleeves shall be Schedule 40 PVC, Glue Joint Pipe & Couplings. Sleeves shall be 4 inch diameter. All sleeves shall have removable plugs at each end for removal by Owner. D. Irrigation sleeves shall have 18 inches to 24 inches of cover to finish grade. E. Sleeves shall be installed in the same manner as specified for storm drain piping. F. The Control System shall be located inside the building at the main electrical panel and shall be housed in a lockable assembly. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 1811 OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CONTROL SYSTEM SHALL PROVIDE THE ABILITY TO BE PROGRAMMED IN MINUTES, BY DAY OF WEEK, SEASON AND TIME OF DAY; AND HAVE THE ABILITY TO MAINTAIN TIME DURING POWER OUTAGES FOR A MINUMUM OF THREE (3) DAYS. INSTALLER IS REQUIRED TO CONDUCT FINAL TESTING AND ADJUSTMENT TO ACHIEVE DESIGN SPECIFICATIONS PRIOR TO COMPLETION OF THE SYSTEM AND ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. MICR IRTH P F;ESSP,�t� ,,LANDSCAP� ARNITECT �-�Pe ember 29, 2014 RIVA LIC .,E,NSE No. 6666871 FLORIDA BILISINESSICEIRT. OF RUTH. No. 27528 PROJI. NO 100QUO YMEN ATLANTIC BEACH, FL - MAYPORT RD IRRIGATION PLAN FT140062 I DWG. NO. L-3.0 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION ® ® ® VZ n EST LCS RCS CST SST IN Q T H F ZI SST L 77 -7 13 Q T H F Ll❑nrr■ Q T H TT TQ F 1402 1488 0 ® o s 0 1401 1404 SYMBOL Y 30 40Y SYMBOL i Q N Rain Bird 1806 -PRS 15 Strip Series Turf Spray 6" popup with pressure regulator. Rain Bird 1806 -PRS 8 Series MPR Turf Spray 6" popup with pressure regulator. Rain Bird 1806 -PRS 15 Strip Series Turf Spray 6" popup with pressure regulator. Rain Bird 1806 -PRS 10 Series MPR Turf Spray 6" popup with pressure regulator. Rain Bird 1806 -PRS 15 Series MPR Turf Spray 6" popup with pressure regulator. Rain Bird 1804-1400 Flood Flood Bubbler 4" popup MANUFACTURER/MODEL/DESCRIPTION Rain Bird 3500-S Shrub Rotor, adjustable and full circle Rain Bird 3500-S Shrub Rotor, adjustable and full circle Rain Bird 3500-S Shrub Rotor, adjustable and full circle Rain Bird 3500-S Shrub Rotor, adjustable and full circle QTY PSI 6 30 36 30 22 30 32 30 VALVE SCHEDULE NUMBER MODEL SIZE TYPE WIRE PSI PSI @ POC GPM HEAD ELEV VALVE ELEV PRECIP 1 Rain Bird XCZ-100-PRF-BF 1" Area for Dripline 624.5 43.65 47.09 5.03 0.00 ft 0.00 ft 0.45 in/h 2 Rain Bird PEB 1-1/2" Bubbler 243.2 48.19 53.69 13.75 0.00 ft 0.00 ft 7.66 in/h 3 Rain Bird PEB 1-1/2" Shrub Rotor 325.0 36.87 53.31 36.33 0.00 ft 0.00 ft 0.44 in/h 4 Rain Bird PEB 1-1/2" Turf Spray 251.4 35.62 51.60 34.09 0.00 ft 0.00 ft 0.21 in/h 5 Rain Bird PEB 1-1/2" Shrub Rotor 431.2 36.39 49.86 31.15 0.00 ft 0.00 ft 0.28 in/h 6 Rain Bird PEB 1-1/2" Shrub Rotor 552.0 30.90 45.11 33.85 0.00 ft 0.00 ft 1.01 in/h 7 Rain Bird PEB 1-1/2" Turf Spray 651.2 35.26 48.80 35.70 0.00 ft 0.00 ft 1.11 in/h 12 Common Wire AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS 1,114 SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 5 30 WATERING SCHEDULE P.O.C. NUMBER -.01 Electric Remote Control Valve BF Febco 765 1" FLOW AVAILABLE: Pressure Vacuum Breaker, brass with ball valve SOV. Install Water Meter Size: 12" (305MM) above highest downstream outlet and the highest Flow Available: point in the downstream piping. © Rain Bird ESP8LXMEF-LXMM Static Pressure at POC: 8 Station Capable Commercial Controller. Mounted on a NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY 55 40 1 Rain Bird XCZ-100-PRF-BF Area for Dripline 0.45 in/h 1 133 668.7 Residual Flow Available: Polyethylene SDR -7 up to 1-1/4, then PVC Class 160 SDR 26 02 2 Rain Bird PEB Bubbler 7.66 in/h 1 8 110 Friction Loss: Irrigation Mainline: Polyethylene and PVC Class 200 3 Rain Bird PEB Shrub Rotor 0.44 in/h 1 138 5,014 Loss for Fittings: slide through sleeving material. Extend sleeves 18 inches 4 Rain Bird PEB Turf Spray 0.21 in/h 1 281 9,579 QTY PSI GPM RADIUS 5 Rain Bird PEB Shrub Rotor 0.28 in/h 1 214 6,666 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC 6 Rain Bird PEB Shrub Rotor 1.01 in/h 1 60 2,031 5 25 0.77 20' 7 Rain Bird PEB Turf Spray 1.11 in/h 1 55 1,964 REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS TOTALS: SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 889 26,032 12 25 1.06 23' AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES 4 25 2.17 29' CRITICAL ANALYSIS 4 MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZ-100-PRF-BF 1 Drip Control Kit, 1" (25mm) DV valve, 1" (25mm) pressure regulating back flush filter. Rain Bird MDCFCAP 3 Dripline Flush Valve cap in compression fitting coupler. Rain Bird AR Valve Kit 2 1" Air Relief Valve kit with 6" drip valve box. Area to Receive Dripline Netafim TLCV6-18(18) 1,070 s.f. Landscape Dripperline with 0.6gph emitters at 18"o.c. (2.2 Iph @ 0.45 m) with check valve, pressure compensation, 14.7psi min. to 50psi max. (1 to 3.5 bar). Dripperline laterals spaced at 18" (0.46 m) apart, with emitters offset for triangular pattern. SYMBOL MANUFACTURER/MODEL/DESCRIPTION ® Rain Bird PEB P.O.C. NUMBER -.01 Electric Remote Control Valve BF Febco 765 1" FLOW AVAILABLE: Pressure Vacuum Breaker, brass with ball valve SOV. Install Water Meter Size: 12" (305MM) above highest downstream outlet and the highest Flow Available: point in the downstream piping. © Rain Bird ESP8LXMEF-LXMM Static Pressure at POC: 8 Station Capable Commercial Controller. Mounted on a Elevation Change: Powder -Coated Metal Cabinet. Flow Sensing and Water Service Line Size: Management Capabilities. ® Rain Bird RSD-BEx Pressure Available: Rain Sensor, with bracket, extension wire M] Water Meter 1" Maximum Station Flow: Existing 1" meter Flow Available at POC: Irrigation Lateral Line: Polyethylene and PVC Class 160 Residual Flow Available: Polyethylene SDR -7 up to 1-1/4, then PVC Class 160 SDR 26 Critical Station: for 1-1/2" and larger. Only lateral transition pipe sizes 3/4" and Design Pressure: above are indicated on the plan, with all others being 1/2" in Elevation Loss: size. Friction Loss: Irrigation Mainline: Polyethylene and PVC Class 200 - - - - - - - - Pipe Sleeve: PVC Schedule 80 Loss through Valve: Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall Pressure Req. at Critical Station: allow for irrigation piping and their related couplings to easily Loss for Fittings: slide through sleeving material. Extend sleeves 18 inches Loss for Main Line: beyond edges of paving or construction. Loss for POC to Valve Elevation: Valve Callout Loss for Backflow: Valve Number # # Valve Flow #" Valve Size QTY 6 1 1 1 1 3,771 I.f. 1,114 I.f. 620.0 I.f. Generated: 2014-12-23 10:33 25 2.97 31' P.O.C. NUMBER -.01 q Water Source Information: Existing 1" meter FLOW AVAILABLE: 2. Water Meter Size: 1" Flow Available: 37.50 gpm PRESSURE AVAILABLE Static Pressure at POC: 55.00 psi Elevation Change: 0.00 ft Service Line Size: 1 1/2" Length of Service Line: 5.00 ft Pressure Available: 55.00 psi DESIGN ANALYSIS 4. Maximum Station Flow: 36.33 gpm Flow Available at POC: 37.50 gpm Residual Flow Available: 1.17 gpm Critical Station: 2 Design Pressure: 40.00 psi Elevation Loss: 0.00 psi Friction Loss: 3.90 psi Fittings Loss: 0.39 psi Loss through Valve: 3.90 psi Pressure Req. at Critical Station: 48.18 psi Loss for Fittings: 0.07 psi Loss for Main Line: 0.68 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 3.68 psi Loss for Water Meter: 1.08 psi Critical Station Pressure at POC: 53.69 psi Pressure Available: 55.00 psi Residual Pressure Available: 1.31 psi IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY NOTE A: POINT OF CONNECTION SHALL BEAN EXISTING 1" METER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM PRESSURE REQUIRED 30.90 PSI DESIGN WATER PRESSURE 55 PSI MAXIMUM SYSTEM DEMAND 36.33 GPM NOTE B: CONTROLLER IS ASSPECIFIED. CONTRACTOR TO VERIFY FINAL LOCATION AND ZONE CAPACITY OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS �C AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. q ®ale' 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. THOMAS ENGINEERING GROUP RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 14. CONTRACTOR TO RECERTIFY EXISTING PUMP AND PVB IF APPLICABLE. NOTE A: POINT OF CONNECTION SHALL BEAN EXISTING 1" METER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM PRESSURE REQUIRED 30.90 PSI DESIGN WATER PRESSURE 55 PSI MAXIMUM SYSTEM DEMAND 36.33 GPM NOTE B: CONTROLLER IS ASSPECIFIED. CONTRACTOR TO VERIFY FINAL LOCATION AND ZONE CAPACITY OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. INSTALL POP-UP SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS POP-UP SPRINKLER HEAD, SPRAY OR ROTOR, SEE LEGEND FOR BRAND, MODEL, POP-UP HEIGHT AND NOZZLE REQUIRED INSTALL POP-UP SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS UNDISTURBED SOIL DO NOT INSTALL USING SIDE INLET PRE -ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED SECTION VIEW - N.T.S. NOTE: ©wS."ah-dd�k INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS, INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. (�)POP-UP SPRINKLER FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. 2" 4WM FINISHED GRADE 2" C IN SHRUB AREAS MIN. P 24" WIRE LOOPS AND PVC PIPE, SIZE PER PLANS, TYPE PER LEGEND USE STANDARD2" MIN. BOX OPENINGS �n�C FOR PIPE, D0 NOT CUT BOX •OLS O �'. BRICK SUPPORTS, 4 REQUIRED LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL / VALVE, SEE LEGEND FOR TYPE—// SPARE CONTROL WIRE, LOOP 48" LENGTH INTO EACH RCV BOX SECTION VIEW - N.T.S O."w oom a mew t,< 3M DBY-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC SLIP 90 DEGREE ELL SCH. 40 PVC PIPE OR SCH. 80 T.O.E. NIPPLE WITH D.I. SERVICE TEE TAPE WIRES TO PIPE SCH. 80 PVC SLIP TEE O LEEMCO DUCTILE IRON BBTT SERVICE TEE FOR USE ON BELL AND GASKET MAINLINE PIPE 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX �F REMOTE CONTROL VALVE AMMENDED SOIL/* _I- III -III -III -III -III -III -III -III - BARK MULCH* INSTALLED AFTER -III—III-I I I—I I I—I I I—I I I—I I I—I I 1 4 TUBING INSTALLATION -III-III -III-I I -III-I I I &_lDRIPTUBING _—AMMENDED SOIL* III -I I III -III III III -I I I BRING SOIL LEVEL III-III II1=1 II -I I IIIIII-I i I TO 4.5" BELOW _ FINISHEDGRADE -III-I I -III-III-III-III-I I -� PRIOR TO DRIP TUBING INSTALLATION I—III—III—III—III—III—III—III—I 1(- SECTION VIEW -N.T.S. WIRE STAKE RECOMMENDED INSTALLATION: * AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4.5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4.5" OF SOIL/BARK MULCH OVER THE TUBING AFTER INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. OK DRIPLINE CONN ECTION(SECTION) SECTION VIEW - N.T.S. DIMENSION A B C 1/2" TO 2-1/2" IN SIZE 18" 12" 4" 3" TO 6" IN SIZE 24" FLOW 4" OO PIPE INSTALLATION FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 2 FINISHED GRADE IN SHRUB AREAS 4" MIN. 24" WIRE LOOPS AND FLOW 3M DBY-6 WATERPROOF am.-• 11 E CONNECTORS 10 PIPE DIA. — -5 PIPE 2" MIN. —PVC MAINLINE FROM — PVC MAINLINE TO RCVS MASTER "ONTROL VALVE, PIPE PER PLANS AND SPECS. NO FITTINGS WITHIN 10 PIPE BRICK SUPPORTS, DIA. UP STREAM AND 5 PIPE 4 REQUIRED DIA. DO 'N STREAM OF SENSOR 314" CRUSHGRAVEL, CONTROL WIRES TO 4" "CRU H DEPTH CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND LANDSCAPE FABRIC TO FLOW SENSOR, SEE LEGEND COVER BOTTOM AND ALL SECTION VIEW - N.T.S. FOR BRAND, MODEL AND SIZE SIDES OF VALVE BOX peamq,.aaa..aak NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. OC LOW SENSOR —FINISH GRADE IN TURF AREAS —PRESSURE REGULATOR —WYE FILTER PLASTIC RECTANGULAR'JUMBO' VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. 2" FINISHED GRADE 2" C IN SHRUB AREAS MIN, P 24" WIRE LOOPS AND PVC PIPE, PAVING IVB IJP 3M DBY-6 WATERPROOF SIZE PER PLANS, TO THE DENSITY OF PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. WIRE CONNECTORS TYPE PER LEGEND LATERAL LINES FLOW SCH. 80 PVC SLIP IN SCH 40 SLEEVE i— MAINLINE PIPE 2" 90 DEGREE ELL USE STANDARD 3" 2" MIN. SCH. 40 PVC PIPE OR BOX OPENINGS 4 'O G SCH. 80 T.O.E. NIPPLE FOR PIPE, DO NOT CUT BOX nta • 00 WITH D.I. SERVICE TEE COVER BOTTOM AND ALL 'o .Or'. 0 0 TAPE WIRES TO PIPE BRICK SUPPORTS, PVC MAINLINE LASCO SNAP-LOK PVC SWING SEE LEGEND AND SCH. 80 PVC SLIP TEE 4 REQUIRED ELBOW AND SNAP-LOK COLLAR OR LEEMCO DUCTILE 3/4"QCV USE MODEL G13T-310 IRON BBT SERVICE TEE LASCO #896 PVC UNION FOR USE ON BELL AND SLIP X MIPT, SIZE PER RCV, SCH 80 PVC SxSxT TEE FITTING, GASKET MAINLINE PIPE 2 REQUIRED FOR ASSEMBLY MAINLINE x QCV INLET SIZE 3/4" CRUSHED GRAVEL, ELECTRIC REMOTE CONTROL SECTION VIEW - N.T.S. 4" MINIMUM DEPTH VALVE, SEE LEGEND SPARE CONTROL FOR TYPE WIRE, LOOP USE AN APPROVED, NON -HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. LANDSCAPE FABRIC TO COVER BOTTOM AND ALL 48" LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX SECTION VIEW - N.T.S. G.mHa mm q_q + ate* k OO DRIP RCV ASSEMBLY DRIPLINE BLANK LATERAL DL 2000 POLY CONNECTION FITTINGS TO DRIPLINE LATERALS ` \\\ PVC HEADER DRIPLINE BLANK LATERAL SIZE PER PLAN MIN, SIZE 3/4" PVC HEADER 3/4"SIZE AIRNACUUM RELIEF VALVE MIN. F FLUSH VALVE PVC LATERAL DRIP RCV ASSEMBLY CONNECTION TO PVC LATERAL ;i7� SEE LEGEND FOR TYPE DL 2000 IN-LINE TUBING IN ROWS 9 INCHES ON CENTER ON LEVEL GROUND. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. RUN AIRIVACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE NSTALLED PER SECTION OO DRIPLINE CONNECTION (PLAN) aIIL I a KEW 20ISI SECTION VIEW - N.T.S. _M-� K— CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE SCH 40 SINE SLEEVE N II I I� PVC SLEEVES TO BE TWICE THE DIAMETER -III- OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. DIMENSION PAVING IVB IJP SAND BACKFILL COMPACTED I I I TO THE DENSITY OF PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. EXISTING SOIL —_�-- LATERAL LINES (-1 HEAT BRAND "QCV" ONTO LID. IN SCH 40 SLEEVE _M-� K— CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE SCH 40 SINE SLEEVE N II I I� PVC SLEEVES TO BE TWICE THE DIAMETER -III- OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. DIMENSION A B C D 1 1/2" TO 6" IN SIZE 36" 24" 24" 4" OP SLEEVE INSTALLATION 6" SECTION VIEW - N.T.S. OD BALL VALVE FINISHED GRADE IN TURF AREAS PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. HEAT BRAND "BV" ONTO LID. FINISHED GRADE IN SHRUB AREAS LASCO "SLO-CLOSE" SCH. 80 PVC, TRU-UNION BALL VALVE, SOLVENT WELD CONNECTIONS. SIZE BALL VALVE PER THE MAINLINE SIZE 6" PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM 3f—BRICK SUPPORTS, THREE REQUIRED ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL P PROVIDE ONE 30" STEEL VALVE KEY FOR EA. 3 VALVES INSTALLED PVC IRRIGATION MAINLINE, SEE LEGEND FOR SPECIFICATION SOLVENT WELD CONNECTIONS UKUUNU WIKL (;;b) ROD W/ BRASS CLAMP 'ANGULAR VALVE BOX GR" ONTO LID 5/8" X 8' COPPER CLAD GROUND ROD FINISHED GRADE NATIVE OR UNDISTURBED SOIL FILL 1/2 OF BOX WITH COMPACTED SITE SOIL RED BRICK SUPPORTS (4 REQ.) BARE COPPER GROUND WIRE (#6) SECTION VIEW FROM CONTROLLER, 8' MINIMUM OGROUND ROD INSTALLTION FINISHED GRADE IN TURF AREAS TORO FCH-H-FIPT AUTOMATIC FLUSH VALVE PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND "FV" ONTO LID. FINISHED GRADE IN SHRUB AREAS 2" SECTION VIEW - N.T.S. OM DRIP FLUSH VALVE PVC SCH 80 CLOSE NIPPLE PVC LATERAL LINE PIPE BRICK SUPPORTS 3/4" ROCK, 1 CUBIC FT. PVC ELL SCH 80 SxT LANDSCAPE FABRIC LOW VOLTAGE WIRES, 3 MAXIMUM WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE POLY TUBE PRE -FILLED WITH WATERPROOF GEL LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRE INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS SECTION VIEW - N.T.S. NOTE: em* w 9—w a /..*Iw k WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL, TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. ® WIRE CONNECTION C00/0p A'N�' N, E" ci G P�' u P, 4950 W. KENNEDY BLVD, SUITE 600 TAMPA, FLORIDA 33609 Phone: (813) 379-4100 Fax: (813) 379-4040 ThomasEngineeringGroup.com O QUICK COUPLER VALVE 9" WIRE STAKE INSTALLED FIVE (5) FEET ON CENTER FINISHED GRADE — DRIP TUBING, TYPICI I -III -III -III -III -III- 4" AL BOTH SIDES OF TEE, -1 I=III-III=III-III=� SEE LEGEND FOR — SPECIFICATION AGRICULTURAL PRODUCTS, INC = --j #S -MA 1/2" MPT SPIN LOC FITTING (2 REQ.) 12' SCH. 40 PVC TEE TxTxT 1/2" SCH. 80 PVC THREADED 1/2" NIPPLE, LENGTH AS REQUIRED KING BROTHERS FLEXIBLE NIPPLE, #FVN-500-6 MIPT x FIPT, 6" LENGTH) SCH. 40 PVC TEE SxSxT, LINE SIZE BY 1/2" PVC LATERAL LINE JO DRIPLINE TUBING FINISHED GRADE IN TURF AREAS TORO YD -500-34 AIR / VACUUM RELIEF VALVE PLASTIC ROUND VALVE BOX, 6" SIZE HEAT RAND "ARV" ONTO LID. FINISHED GRADE IN SHRUB AREAS SECTION VIEW - N.T.S. SUBSURFACE DRIP TUBING BRICK SUPPORTS LANDSCAPE FABRIC 3/4" ROCK, 1 CUBIC FT. 1/2" PVC TEE (SxSxT) WITH TORO CA710 COMP. ADAPTER ON DRIP AIR RELIEF VALVE CONCRETE THRUST BLOCK, TYPICAL MAINLINE PIPE UNDISTURBED SOIL 45 DEGREE ELL FINISHED GRADE IN TURF AREAS THRUST BLOCKS TO BE :` ' —. CONCRETE THRUST PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. BLOCK, TYPICAL THRUST BLOCKS TO BE HEAT BRAND "QCV" ONTO LID. T i— MAINLINE PIPE 2" FINISHED GRADE IN SHRUB AREAS 3" QUICK COUPLING VALVE, SEE LEGEND FOR BRAND AND MODEL I f 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH LANDSCAPE FABRIC TO • 00 COVER BOTTOM AND ALL 'o SIDES OF VALVE BOX 0 BRICK SUPPORTS, 3 REQUIRED PVC MAINLINE LASCO SNAP-LOK PVC SWING SEE LEGEND AND JOINT W/ MALE BRASS STABILIZER SPECIFICATIONS ELBOW AND SNAP-LOK COLLAR 3/4"QCV USE MODEL G13T-310 1" QCV USE MODEL G13S-310 SCH 80 PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE REBAR STAKES, 1/2" DIAMETER x SECTION VIEW - N.T.S. 24" LONG, TWO REQUIRED NOTE: 0mvi am S..,., a a -id- a< USE AN APPROVED, NON -HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. O QUICK COUPLER VALVE 9" WIRE STAKE INSTALLED FIVE (5) FEET ON CENTER FINISHED GRADE — DRIP TUBING, TYPICI I -III -III -III -III -III- 4" AL BOTH SIDES OF TEE, -1 I=III-III=III-III=� SEE LEGEND FOR — SPECIFICATION AGRICULTURAL PRODUCTS, INC = --j #S -MA 1/2" MPT SPIN LOC FITTING (2 REQ.) 12' SCH. 40 PVC TEE TxTxT 1/2" SCH. 80 PVC THREADED 1/2" NIPPLE, LENGTH AS REQUIRED KING BROTHERS FLEXIBLE NIPPLE, #FVN-500-6 MIPT x FIPT, 6" LENGTH) SCH. 40 PVC TEE SxSxT, LINE SIZE BY 1/2" PVC LATERAL LINE JO DRIPLINE TUBING FINISHED GRADE IN TURF AREAS TORO YD -500-34 AIR / VACUUM RELIEF VALVE PLASTIC ROUND VALVE BOX, 6" SIZE HEAT RAND "ARV" ONTO LID. FINISHED GRADE IN SHRUB AREAS SECTION VIEW - N.T.S. SUBSURFACE DRIP TUBING BRICK SUPPORTS LANDSCAPE FABRIC 3/4" ROCK, 1 CUBIC FT. 1/2" PVC TEE (SxSxT) WITH TORO CA710 COMP. ADAPTER ON DRIP AIR RELIEF VALVE CONCRETE THRUST BLOCK, TYPICAL MAINLINE PIPE UNDISTURBED SOIL 45 DEGREE ELL 90 DEGREE ELL THRUST BLOCKS TO BE :` ' —. CONCRETE THRUST 1 CUBIC FT OF CONCRETE BLOCK, TYPICAL THRUST BLOCKS TO BE T i— MAINLINE PIPE USED FOR 3" AND LARGER PLASTIC PIPE WRAP PLASTIC FITTINGS I f UNDISTURBED SOIL USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 TEE SECTION VIEW - N.T.S. O THRUST BLOCKING Al 11-2,j-14 MD MDG REV. DATE DR CHK DESCRIPTION DOCUMENT CONTROL MICHAEL D, GR vQ5 WIRTH PRAESSIONAfLAbkAk ARCHITENP, Noven6er9; 20;4- FLORIDA LICENSE No. 6666871 y FLORIDA BUSINESS CERT. OF RUTH: No. 27529" PROJ. NO liC., Oate k� DOI�l�aC3 ��C�� ATLANTIC BEACH, FL - MAYPORT RD IRRIGATION DETAILS FT140062 DWG. N0. L-5.0 C9 zo co 30'-8" 2 J U 111'-10" 2.5 3 15'-8" 15'-0" J J 0 U U A' -O" 30'-8" 4 J 0 U n'_n" J J J 0 0 O 0 0 30'-8" 30'-8" 15'-0" 15'-8" 1 2 3 3.5 4 111'-10" FOUNDATION PLAN SCALE: 1/8'=1'-0" N 19'-10" 19'-10" STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOTNOTV-- VERS BY ANY 5 STANDARD COUNTY INSPECTION Immi tDATE 3901 SPRING HILL AVENUE REV. MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 SCANNED GENERAL NOTES: pate: 1. FOUNDATION DESIGN FOR AN ALLOWABLE NET SOIL PRESSURE OF 2500 PSF. 2. ALL CONCRETE WORK SHALL BE 3,000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. ALL WORK SHALL CONFORM TO ACI -318, LATEST EDITION. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. SUBMIT SHOP DRAWINGS FOR APPROVAL. BAR SPLICES SHALL BE CLASS "B" LAP SPLICE. MINIMUM LAP SPLICE SHALL BE 48 DIAMETERS U.N.O. 4. CONTRACTOR SHALL PROVIDE SOIL COMPACTION TEST AND REPORTS BY AN INDEPENDENT TESTING LABORATORY. COST OF TESTING SHALL PE PAID BY OWNER. FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE ASTM D 1557 MAXIMUM DRY DENSITY. TEST SHALL BE PERFORMED ON EACH 8" LIFT FOR MASS FILL OR INCREASE OF FILL @ 1 TEST/2500 S.F. REF. SOILS REPORT BY TIERRA SOUTH FLORIDA, INC. DATED SEPTEMBER 29, 2014. REFERENCE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR ALL OVER EXCAVATION REQUIREMENTS, FILL MATERIAL REQUIREMENTS AND FILL MATERIAL PLACMENT / COMPACTION. 5, VAPOR BARRIER SHALL BE 10 MIL. THICKNESS, MIN. STEGO WRAP BY STEGO INDUSTRIES OR EQUAL. JOINTS SHALL BE LAPPED 6" AND TAPED. (MAX. PERM. RATING OF 0.5) REQUIRED UNDER ALL SLAB ON GRADES. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON THE FOLLOWING: 1. REINFORCING STEEL 2. CONCRETE MIX DESIGN DESCRIPTION DOCUMENT CONTROL 3/4"0 A307 A.B. 0 Lu 0� � w < 3/4"0 A307 A.B. HEAVY HEX NUT TACK WELD TO BOLT 0 Lu 00 � w 3/1 I x—x-xx�—x—x�—lex,—x v SAWN JOINT SCALE: 1 1/2"=1'-0" a 3/4"0 A307 A.B. 0 Lu 0 Ci a w cr �Eq \--HEAVY HEX NUT TACK WELD TO BOLT HEAVY HEX NUT TACK WELD TO BOLT INTERIOR COLUMNS TYPICAL X -BRACE LOCATIONS TYPICAL ANCHOR BOLT DETAILS SCALE: Mr *s ooMUa FacEN ATLANTIC BEACH, FL FOUNDATION PLAN PROJ. NO. 1405-137 DWG. NO. F-1.0 18"x18"x51/2" DEEP BLOCK-OUT FOR COLUMN RECESS STEEL BASE PLATE AND COLUMN, SEE SHEET S-2.0 FOR BASE PLATE DETAILS >. SAWN JOINT - SEE PLAN COLUMN RECESS DETAIL y B C THICKEN SLAB OVER FOOTING w/ FILL w/ CONC. AFTER VAPOR BARRIER IN BETWEEN COL. PLACEMENT VAPOR BARRIER (TYP.) FIN. FLR. ELEV. (SEE SITE PLAN) CV C? v— (5#5 EA. WAY o � � U U 4'-0" FOOTING SCALE: 3/4"=1'-0" 1 CMU VENEER - REF ARCH. DWGS — FILL BELOW GRADE VOIDS WITH CONCRETE GRADE / SIDEWALK FOOTING SCALE: 3/4"=1'-0" PROVIDE 18"x18"x51/2" DEEP BLOCK-OUT FOR COLUMN RECESS (SEE TYPICAL DETAIL) 6x6xW2.9xW2.9 X - X X TS 6x6xl/4 PROVIDE 81/2"x18"x8" DEEP BLOCK-OUT FOR COLUMN RECESS (FILL wl COLORED CONCRETE TO MATCH SLAB) #5 CONT. 6x6xW2.9xW2.9 CMU VENEER - REF. ARCH. DWGS — FILL BELOW GRADE VOIDS WITH CONCRETE - GRADE / SIDEWALK 1 SEE SITE PLAN co I: A D 1 5 9" 3" SLAB EDGE 6" CSJ 16 GA. STUDS @ 16" O.C. (2) #5 CONT. 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) —x—x- 'v �i----•-- VAPOR BAR. (TYP) #4 TIES @ 24" O.C. #4 @ 24" O.C. i (2#4 CONT. Hrl #4 "U" BAR @ 24" O.C. (2#5 CONT 0 U 9" V-3" 2'-0" SECTION A SCALE: 3/4"=1'-0" K:IF2y 1 5 (`I ch ceI 0 `' 11/2" I ' 11/2" `' CLR. i #4 TIES @ 8" CLR. L — — #4 TIES @ 8" O.C. VERT. + " O.C. VERT. — -- 11" 3" �--CA l'-2" (8) #5 DOWELS (8) #,5 DOWELS PEDESTAL DETAIL Aad Al PEDESTAL DETAIL A5 3 11" V-2" 3" 11" (8) #5 DOWELS (8) #5 DOWELS 11" 3" r __ #4 TIES @8" _—. #4 TIES @ 8" O.C. VERT. O.C. VERT. N CLR. I I CLR. N D--1 I � - - � -I �- D L _J L__ J ih I U N _3 I c'h 0 1 5 PEDESTAL DETAIL (aD1 1 A D PEDESTAL DETAIL (@- D5 1'-1" 3" SLAB EDGE TS 6x6xl/4 ' PROVIDE 81/2"x18"x8" DEEP BLOCK-OUT FOR COLUMN RECESS (FILL w/ COLORED CONCRETE TO MATCH SLAB) CMU VENEER - REF. ARCH. DWGS #5 CONT. FILL BELOW 6x6xW2.9xW2.9 GRADE VOIDS FIN. FLR. ELEV. WITH CONCRETE (SEE SITE PLAN) GRADE / SIDEWALK x x — x — x - 'v SEE SITE PLAN O° SEE PEDESTAL DETAIL FOR L VAPOR BAR. (TYP) REINFORCING AND SIZE (:3#5 CONT. co (2)#4 CONT. w/ #4 (2#5 CONT. q "U" BAR @ 24" O.C. UI� FOOTING SCALE: 3/4"=1'-0" CMU VENEER - REF ARCH. DWGS — FILL BELOW GRADE VOIDS WITH CONCRETE GRADE / SIDEWALK SCALE: 3/4"=1'-0" 6" CSJ 16 GA. STUDS @ 16" O.C. (2) #5 CONT. 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) —x—x `v VAPOR BAR. (TYP) 44 TIES @ 24" O.C. #4 @ 24" O.C. cp (2)#4 CONT. w/ #4 "U" BAR @ 24" O.C. (2#5 CONT 1 l'-8" I 8" 1 -0" #4 TIES @4" r — aft— — — O.C. VERT. 1 0 3" V-7" 6" - - - 2" I I I o CLR. I • (8) #5 DOWELS I I N_ I I I I I I PEDESTAL DETAIL I I TS 10x6xl/4 I I I I I I 3/4"0 A.B. 6x6xW2.9xW2.9 I I I I 48" LG. # 5@ I I I I COLUMN FIN. FLR. ELEV. I I I SEE SITE PLAN x — x — x — x co -1 I " 00 I (1)#5 0(3#5 CONT. U 2'-3" 2'-1" 4'-4" FOOTING SCALE: 3/4"=1'-0" /— CMU VENEER - REF. ARCH. DWGS A 5 8" METAL STUD FRAMING 3" l' -l" RECESS (FILL w/ COLORED CONCRETE TO MATCH SLAB) #5 CONT. TOP & BOTTOM —•-- 1/4" EXPANSION JOINT (TYP.) (1) #5 CONT. SIDEWALK. SEE SITE PLAN. 2.. x — x — x — x q _ FILL BELOW GRADE VOIDS I I CLR. CONC. PEDESTAL. SEE q DETAIL FOR REINFORCING AND SIZE COL. (2)#4 CONT. wl #4 N "U" BAR @ 24" O.C. 11/2" a o CLR. #3 TIES @ 4" LL I O.C. VERT. # °- — — (8) #5 DOWELS 0 ji o PEDESTAL DETAIL N A D 5 Q v 9" 3" SLAB EDGE CMU VENEER - REF ARCH. DWGS — FILL BELOW GRADE VOIDS WITH CONCRETE GRADE / SIDEWALK FOOTING SCALE: 3/4"=1'-0" PROVIDE 18"x18"x51/2" DEEP BLOCK-OUT FOR COLUMN RECESS (SEE TYPICAL DETAIL) 6x6xW2.9xW2.9 X - X X TS 6x6xl/4 PROVIDE 81/2"x18"x8" DEEP BLOCK-OUT FOR COLUMN RECESS (FILL wl COLORED CONCRETE TO MATCH SLAB) #5 CONT. 6x6xW2.9xW2.9 CMU VENEER - REF. ARCH. DWGS — FILL BELOW GRADE VOIDS WITH CONCRETE - GRADE / SIDEWALK 1 SEE SITE PLAN co I: A D 1 5 9" 3" SLAB EDGE 6" CSJ 16 GA. STUDS @ 16" O.C. (2) #5 CONT. 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) —x—x- 'v �i----•-- VAPOR BAR. (TYP) #4 TIES @ 24" O.C. #4 @ 24" O.C. i (2#4 CONT. Hrl #4 "U" BAR @ 24" O.C. (2#5 CONT 0 U 9" V-3" 2'-0" SECTION A SCALE: 3/4"=1'-0" K:IF2y 1 5 (`I ch ceI 0 `' 11/2" I ' 11/2" `' CLR. i #4 TIES @ 8" CLR. L — — #4 TIES @ 8" O.C. VERT. + " O.C. VERT. — -- 11" 3" �--CA l'-2" (8) #5 DOWELS (8) #,5 DOWELS PEDESTAL DETAIL Aad Al PEDESTAL DETAIL A5 3 11" V-2" 3" 11" (8) #5 DOWELS (8) #5 DOWELS 11" 3" r __ #4 TIES @8" _—. #4 TIES @ 8" O.C. VERT. O.C. VERT. N CLR. I I CLR. N D--1 I � - - � -I �- D L _J L__ J ih I U N _3 I c'h 0 1 5 PEDESTAL DETAIL (aD1 1 A D PEDESTAL DETAIL (@- D5 1'-1" 3" SLAB EDGE TS 6x6xl/4 ' PROVIDE 81/2"x18"x8" DEEP BLOCK-OUT FOR COLUMN RECESS (FILL w/ COLORED CONCRETE TO MATCH SLAB) CMU VENEER - REF. ARCH. DWGS #5 CONT. FILL BELOW 6x6xW2.9xW2.9 GRADE VOIDS FIN. FLR. ELEV. WITH CONCRETE (SEE SITE PLAN) GRADE / SIDEWALK x x — x — x - 'v SEE SITE PLAN O° SEE PEDESTAL DETAIL FOR L VAPOR BAR. (TYP) REINFORCING AND SIZE (:3#5 CONT. co (2)#4 CONT. w/ #4 (2#5 CONT. q "U" BAR @ 24" O.C. UI� FOOTING SCALE: 3/4"=1'-0" CMU VENEER - REF ARCH. DWGS — FILL BELOW GRADE VOIDS WITH CONCRETE GRADE / SIDEWALK SCALE: 3/4"=1'-0" 6" CSJ 16 GA. STUDS @ 16" O.C. (2) #5 CONT. 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) —x—x `v VAPOR BAR. (TYP) 44 TIES @ 24" O.C. #4 @ 24" O.C. cp (2)#4 CONT. w/ #4 "U" BAR @ 24" O.C. (2#5 CONT 1 l'-8" I 8" 1 -0" #4 TIES @4" r — aft— — — O.C. VERT. 1 0 3" V-7" 6" - - - 2" I I I o CLR. I • (8) #5 DOWELS I I N_ I I I I I I PEDESTAL DETAIL I I TS 10x6xl/4 I I I I I I 3/4"0 A.B. 6x6xW2.9xW2.9 I I I I 48" LG. # 5@ I I I I COLUMN FIN. FLR. ELEV. I I I SEE SITE PLAN x — x — x — x co -1 I " 00 I (1)#5 0(3#5 CONT. U 2'-3" 2'-1" 4'-4" FOOTING SCALE: 3/4"=1'-0" /— CMU VENEER - REF. (2#5 CONT. @ STOREFRONT - 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) (2#5 CONT. SECTION SCALE: 314"=1'-0" o _ N 1 1/2" 6" CMU REF. SITE (2)#5 CONT. — 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) (2)#5 CONT. 3" 1'-1" HCLR. I COL. I #3 TIES @4" + I O.C. VERT. — — (8) #5 DOWELS PEDESTAL DETAIL NIS A D 1 5 9" 3" 101 SLAB EDGE CMU VENEER - REF. ARCH. DWGS FILL BELOW GRADE VOIDS WITH CONCRETE —� GRADE / SIDEWALK SEE SITE PLAN °o SEE PEDESTAL DETAIL FOR REINFORCING AND SIZE — (2)#4 CONT. wl #4 q "U" BAR @ 24" O.C. VI� cn SC Gate '�/�/� �O PAVING - SEE SITE PLAN w Lu I (1#5 CONT. (3)SIDES TOP & BOT. EXPANSION JOINT POUR FLUSH AT ENTRY 1/2"0 @ 24" O.C. 2'-0" LONG GREASE AND CAP ONE END SECTION D SCALE: 3/4"=1'-0" F1.0 F2.0 TS 6x6xl/4 PROVIDE 81/2"x18"x8" DEEP BLOCK-OUT FOR COLUMN RECESS (FILL w/ COLORED CONCRETE TO MATCH SLAB) #5 CONT. 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) x x— x— x— x— x 'v VAPOR BAR. (TYP) (3)#5 CONT. #4 TIES @ 12" O.C. - • (3#5 CONT. FOOTING SCALE: 3/4"=1'-0" 6" CMU GENERAL NOTE: CONTRACTOR TO REFERENCE GEOTECHNICAL I REPORT AND SPECIFICATIONS FOR ALL CUT AND FILL MATERIAL REQUIREMENTS AND PLACEMENT I 1 ARCH. DWGS �— 8" METAL STUD FRAMING PROVIDE 16"x16"x8" DEEP BLOCK-OUT FOR COLUMN RECESS (FILL w/ COLORED CONCRETE TO MATCH SLAB) #5 CONT. TOP & BOTTOM #5 EACH SIDE OF PILASTER 1/4" EXPANSION JOINT (TYP.) (1) #5 CONT. SIDEWALK. SEE SITE PLAN. SLOPE 1/4" PER FT. x — x — x — x FILL BELOW GRADE VOIDS WITH GROUT --- -- CONC. PEDESTAL. SEE DETAIL FOR REINFORCING AND SIZE (2)#4 CONT. wl #4 "U" BAR @ 24" O.C. (2#5 CONT. @ STOREFRONT - 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) (2#5 CONT. SECTION SCALE: 314"=1'-0" o _ N 1 1/2" 6" CMU REF. SITE (2)#5 CONT. — 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) (2)#5 CONT. 3" 1'-1" HCLR. I COL. I #3 TIES @4" + I O.C. VERT. — — (8) #5 DOWELS PEDESTAL DETAIL NIS A D 1 5 9" 3" 101 SLAB EDGE CMU VENEER - REF. ARCH. DWGS FILL BELOW GRADE VOIDS WITH CONCRETE —� GRADE / SIDEWALK SEE SITE PLAN °o SEE PEDESTAL DETAIL FOR REINFORCING AND SIZE — (2)#4 CONT. wl #4 q "U" BAR @ 24" O.C. VI� cn SC Gate '�/�/� �O PAVING - SEE SITE PLAN w Lu I (1#5 CONT. (3)SIDES TOP & BOT. EXPANSION JOINT POUR FLUSH AT ENTRY 1/2"0 @ 24" O.C. 2'-0" LONG GREASE AND CAP ONE END SECTION D SCALE: 3/4"=1'-0" F1.0 F2.0 TS 6x6xl/4 PROVIDE 81/2"x18"x8" DEEP BLOCK-OUT FOR COLUMN RECESS (FILL w/ COLORED CONCRETE TO MATCH SLAB) #5 CONT. 6x6xW2.9xW2.9 FIN. FLR. ELEV. (SEE SITE PLAN) x x— x— x— x— x 'v VAPOR BAR. (TYP) (3)#5 CONT. #4 TIES @ 12" O.C. - • (3#5 CONT. FOOTING SCALE: 3/4"=1'-0" 6" CMU GENERAL NOTE: CONTRACTOR TO REFERENCE GEOTECHNICAL I REPORT AND SPECIFICATIONS FOR ALL CUT AND FILL MATERIAL REQUIREMENTS AND PLACEMENT I 1 Y cu LL 0 a. 0 F-- C� 0 Q N Ch 0 M CD d' N r - N c M 0- U- 0 U- 0 0 0 v� 9. 2 3 111'-10" ROOF FRAMING PLAN SCALE: 1/8"=1'-0" N 111'-10" 3.5 15'-8" m � 2 3 30'-8" 30'-8" 4 5 30'-8" 19'-10" BUILDING FRAMING SECTION SCALE: 1/8"=11-0" 5 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-70731 FAX (251) 343-9179 SQAN A t,i�b, 11-21-14 uvn TEL DATE DR - DESCRIPTION CHM DOCUMENT CONTROL ZONE 2 35.9 PSF (ASD) ZONE 1.51322 GA. MTL. DECK 19.9 PSF (ASD) ZONE 3 55.8 PSF (ASD) JOIST NET UPLIFT PLAN SCALE: NONE ALLOWABLE PRESSURE (PSF) DECK SCREW PATTERN PATTERN 36/5 w/SCREWS ZONES 1, 2 & 3: PROVIDE #12 SCREW @ 6" O.C. #10 a@ 8"O.C. @ SIDELAPS AS OPTION, PROVIDE HILTI ENP2K-20-L15 PINS PER PATTERN ABOVE NOTE: 1. LOCATE ANGLES @ CONDENSER FRAMING SUPPORTS. 2. REFERENCE STEEL JOIST SHOP DRAWINGS FOR LOCATION REQUIREMENTS. GENERAL NOTES: 1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE w/ASTM A36, WITH 36 KSI YIELD STRENGTH, AISC STANDARD CODE LATEST EDITION. U.N.O. STEEL WF SHAPES SHALL BE A992, GRADE 50. 2. STRUCTURAL STEEL BOLTS SHALL BE IN ACCORDANCE w/ASTM A325, HIGH STRENGTH BOLTS. 3. OPEN WEB ROOF JOIST SHALL BE DESIGNED IN ACCORDANCE w/ THE "JOIST NET UPLIFT PLAN" AND SHALL BE DESIGNED TO HANDLE AN ADDITIONAL 1500 LB. AXIAL TENSION AND COMPRESSIVE LOAD ON THE TOP CHORD DUE TO WIND AND SEISMIC. ADDITIONALLY, THE JOIST SEAT SHALL BE DESIGNED FOR A 1500 LB. FORCE ACTING PARALLEL AND FOR A 600 LB, FORCE ACTING TRANSVERSE TO THE JOIST SEAT DUE TO WIND AND SEISMIC. OPEN WEB JOIST SHALL BE BY VULCRAFT OR AN APPROVED EQUAL. 4. STRUCTURAL WELDS FOR STEEL MEMBERS AND ROOF JOIST SHALL BE IN ACCORDANCE w/AWS STANDARD CODE, LATEST EDITION, 70 KSI ELECTRODES. 5. STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF PRIMER, MINIMUM 2 MILS (DFT). 6. ROOF DECK SHALL BE TYPE 1.51322, (AS NOTED ABOVE) BY VULCRAFT, OR APPROVED EQUAL. 7. CONCRETE MASONRY UNITS (CMU) SHALL BE IN ACCORDANCE w/ASTM - C90. REINFORCING RODS SHALL BE IN ACCORDANCE WITH ASTM A-615, GRADE 60. MASONRY MORTOR SHALL BE TYPE "M" OR "S" IN ACCORDANCE w/ BUILDING CODE. F m =1900 PSI 8. EXTERIOR METAL FRAMING SHALL BE MINIMUM OF 16 GA. CSJ METAL STUDS w/ 16 GA. TRACK AT TOP AND BOTTOM. 8" METAL STUDS TO BE MINIMUM 14 GA. CSJ STUDS. MINIMUM YIELD STRENGTH FOR ALL EXTERIOR METAL FRAMING TO BE 50 KSI. ALL STUDS, TRACKS, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A525. ALL STUDS OVER 4'-0" IN LENGTH TO BE BRIDGED AT MID -SPAN. BOTH STUD FLAGES MUST BE ATTACHED TO TRACKS w/ #12 TEK SCREW, 9. DESIGN INFORMATION: BUILDING CODE 2010 FLORIDA BUILDING CODE BASIC WIND SPEED Vult =130 MPH EXPOSURE CATEGORY C GROUND SNOW 0 PSF LIVE LOAD 20 PSF* *REDUCED AS ALLOWED BY CODE SEISMIC IMPORTANCE FACTOR 1.0 SITE CLASS D SEISMIC DESIGN CATEGORY B Ss 0.146 S 1 0.062 Sds 0.156 Sd 1 0.099 SEISMIC -FORCE -RESISTING SYSTEM STEEL CONCENTRICALLY BRACED FRAMES DESIGN BASE SHEAR 7.9 KIPS RESPONSE MODIFICATION FACTOR (R) 3.25 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 10. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS / SUBMITTALS OF THE FOLLOWING: 1. STRUCTURAL STEEL FABRICATION 2. BAR JOIST 3. METAL DECK 4. REINFORCING STEEL 5. METAL STUD FRAMING ROOF PENETRATION FOR HVAC RTU MECHANICAL ROOF TOP UNIT 3/8" 0 THRU BOLT - (2) @ EACH CORNER OF UNIT - (8) TOTAL ROOF CURB SCREW ROOF CURB TO ANGLE w/ #12 TEK @ 6" O.C. BAR JOIST SEE PLAN FOR SIZE L4"x 4"x 1/4" NEW L1 1/2"x 11/2 x 1/4" LOCATE UNDER 4"L's AND WELD TO PANEL POINT ON BAR JOIST - FIELD LOCATE BAR JOIST REINFORCEMENT AND HVAC SUPPORT EP. SCALE: V=V -0" o0orma loa&&Ao YONN Rv ATLANTIC BEACH, FL ROOF FRAMING PLAN PROJ. N0, 1405-137 1 DWG. NO. S-1.0 3" `r +23'-4" A.F.F 86'-6" A A.4 A.9 C.1 C.6 D 10'-9" 16'-0" 33'-0" 16-0" 10'-9" ' 0 0 0 0 0 0' OIL TOP/ STEEL o: +20'-0" A.F.F. F I ,TOP/BEAM .40 +18'-0" A.F.F. w� OL BOTTOM/ BOX BEAM +10'-0" A.F.F. Co CD ~ � TOP /BOX BEAM +4'-0" A.F.F. OL FINISH FLOOR %qv00 ` co 4 S2.0 S3. 3 ot TOP/STEEL +20'-0" A.F.F. TOP / BEA_M_ +15'-4" A.F.F. FINISH FLOOR 0'-0 8" 14 GA. CSJ METAL STUDS @ 16"O.C. - 7 TYP TS6x6xl/4" STUB COL. S3. WELDED TO BEAM @ 6-0" O.C. (MAX) - in 6x26 W18x40 - '-t--t---r-�,- _ ... Q 8" BOX BEAM a TS10x10xl/4 (+10'-0 3/8" BOTTOM) a 8" BOX BEAM a X m HEADER m - AND 3/8" PLATE (BOTTOM) m HEADER m X co 0 0 �. 16 GA. BLOCKING FOR o 0 0 \ ~ 6" BOX BEAM ~ CANOPY (TYPICAL) - s " CENTERLINE @ 11'-5" AFF 1 /,\ 6 BOX BEAMco �r 6" 12 GA. BOX BEAM (TYP.) c 5 TYP. 2 2 5 T S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. FRAMING ELEVATION aC�. FRAME LINE1 SCALE: 1/8"=1'-0" QY '- 6" 10 GA. BOX BEAM S2.0 S3. S2.0 S3. @ EACH SIDE AND ABOVE OPENING FRAMING ELEVATION (a FRAME LINE SCALE: 1/8"=l' -O" BOX BM / STEEL / MASONRY WALL (BEYOND) BOX BEAM SEE DETAIL ° o ° TOP /BOX BEAM SEE ARCH. L4"x4" 12 GA. - 5" LG. w/(4)#12 TEK SCREWS INTO STUD AND (4)#12 TEK SCREWS INTO STEEL (4)TAPCON SCREWS INTO MASONRY BOX BEAM CONN. DETAIL SCALE: 1"=l' -O" (6) #12 TEK SCRE TYP. TOP & BOT. SIMPSON ST 622, GA. EACH SIDE 6" CSJ MTL. STUDS, 16 GA. AT 2'-0" O.C. FIELD CUT TO LENGTH 6" x16 GA TRACK TS5x5x114" 6" x16 GA TRACK HILTI POWER ANCHOR (2)@2'-0' O.C. 6" STUD CONN. (,@. X -BRACE SCALE: 1"=l' -O" 3" REF. TYPICAL DETAIL FOR STUD CONNECTIONS @ X -BRACE TOP/ STEEL +20'-0" A.F.F. TOP/BEAM +18'-0" A.F.F. 6 00 S2.0 S3. BOTTOM / BOX BEAM +10'-0" A.F.F. 0 \ n TOP/ BOX BEAM +4'-0" A.F.F. FINISH FLOOR ,L 0'-0" co 4 S2.0 S3. p I( 3" TOP/ STEEL +20'-0" A.F.F. TOP/ BEAM +15' 4" A.F.F. 0 a n I 12GA CSJ STUD OL FINISH FLOOR H A co 111'-10" FRAMING ELEVATION SCALE: 1/8"=1'-0" o: EA F I AT 16" O.C. Lu i 3 w� TOP / STEEL 311 +20'-0" A.F.F. 3" TOP/ STEEL TOP/BEAM 30'-8" +18'-21/2" A.F.F. OL FINISH FLOOR H A co 111'-10" FRAMING ELEVATION SCALE: 1/8"=1'-0" #12 TEK SCREWS (2)12 GA. @ 12-O.C. (TYP.) TRACKS NOA REQUIREMENT: BOX BEAMS TO BE 10 GA. @ REAR DOOR LOCATIONS. 12GA CSJ STUD BOX BEAM DETAIL SCALE: 3"=1'-0" co ` 4 3 00 S2.0 S3. S2.0 S3. Q.5 2 15'-8" 5'-0" -� 0 J TYP. U mm U H m C6x8.2 (CONT.) loJ REF. TYPICAL DETAIL FOR STUD CONNECTIONS @ - 5 - X -BRACE 3 m TYP m S2.0 S3. S2.0 S3. SCALE: 1/8"=1'-0" VREVDATE 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 X co co U) 3" (CON ) TOP/STEEL A.F.F. TOP/BEAM +15'-61/2" A.F.F. to co FINISH FLOOR o'-0" 1 30'-8" a w 0 U r- 6" CSJ MTL. STUDS, 16 GA. 5 EA 4 AT 16" O.C. 3 COORDINATE LOCATIONS OF PARAPET 19'-10" 3" TOP/ STEEL C6x8.2 (CONT.) 30'-8" +20'-0" A.F.F. o� w TS 6"x6"x1/4" STUBCOL. WELDED TO 9'-2" ' BEAM wl(2)1/4" FILLET WELDS x 5" TOP/BEAM W18x35 LONG w/ 1/4" WEB STIFFENERS @ o TS 6"x6"x1/4" STUB COL. AT EACH 0 0 a EACH SIDE OF BEAM (TYP.) SIDE OF HIGH PARAPET m CENTERLINE /BLOCKING M H 3" U) tD CENTERLINE I BLOCKING TOP / STEEL C6x8.2 (CONT.) TOP /STEEL �- C6x8.2 (CONT.) +22'-0" A.F.F. C6x8.2 (CONT.) +20'-0" A.F.F. TOP/BEAM +15'-61/2" A.F.F. W16x26 W18x35 X l X ~ 1 co 1 #12 TEK SCREWS (2)12 GA. @ 12-O.C. (TYP.) TRACKS NOA REQUIREMENT: BOX BEAMS TO BE 10 GA. @ REAR DOOR LOCATIONS. 12GA CSJ STUD BOX BEAM DETAIL SCALE: 3"=1'-0" co ` 4 3 00 S2.0 S3. S2.0 S3. Q.5 2 15'-8" 5'-0" -� 0 J TYP. U mm U H m C6x8.2 (CONT.) loJ REF. TYPICAL DETAIL FOR STUD CONNECTIONS @ - 5 - X -BRACE 3 m TYP m S2.0 S3. S2.0 S3. SCALE: 1/8"=1'-0" VREVDATE 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 X co co U) 3" (CON ) TOP/STEEL A.F.F. TOP/BEAM +15'-61/2" A.F.F. to co FINISH FLOOR o'-0" 1 30'-8" a w 0 U r- 6" CSJ MTL. STUDS, 16 GA. `(TYPICAL 6 LOCATIONS) EA AT 16" O.C. COORDINATE LOCATIONS OF PARAPET COLUMNS AND GUSSETS PLATES w/ BAR 3" TOP/ STEEL C6x8.2 (CONT.) JOIST BRIDGING. REF PLAN AND F/S-3.0. +20'-0" A.F.F. TOP/BEAM W18x35 +18'-2112" A.F.F. CENTERLINE /BLOCKING +11'-5"A.F.F. tD CENTERLINE I BLOCKING �- +10'-3" A.F.F. 1 _ FINISH FLOOR 16 GA. BLOCKING FOR <, CANOPY - FASTEN TO / 3 °O STUDS W/ 11/2' x 11/2' 12<1 4 °D S2.0 S3. GAUGE CLIP W/ (2) #12 { S2.0 S3. TEK SCREWS EACH SIDE REVISED ELEVATIONS FOR HIGH PARAPET AT SIDES ..: REVISED GRIDS & DIMS. ADDED BLOCKING FOR CANOPIES.`l ATLANTIC BEACH, FL DESCRIPTION FRAMING ELEVATIONS & DETAILS DOCUMENT CONTROL PROJ. NO. 1405-137 DWG. NO. S-2.0 `(TYPICAL 6 LOCATIONS) EA = NOTE COORDINATE LOCATIONS OF PARAPET COLUMNS AND GUSSETS PLATES w/ BAR JOIST BRIDGING. REF PLAN AND F/S-3.0. REVISED ELEVATIONS FOR HIGH PARAPET AT SIDES ..: REVISED GRIDS & DIMS. ADDED BLOCKING FOR CANOPIES.`l ATLANTIC BEACH, FL DESCRIPTION FRAMING ELEVATIONS & DETAILS DOCUMENT CONTROL PROJ. NO. 1405-137 DWG. NO. S-2.0 A 3" TOP/ STEEL +20'-0" A.F.F. A - SHOP WELD TOP/ JOIST GIRDER VARIES -SEE PLAN W18 OR W16 - SEE PLAN FOR SIZE TS6x6xl /4 CONT. C6x8.2 114 4" x 3/8" xCONT. PLATE SCREW DECK TO PLATE @ EACH CORRUGATION w/#12 TEK SCREW @ 6" O.C. 11/2" METAL DECK 4' SCALE: 3/4"=1'-0" 1 uai PLATE 3/4"x 6"x 6", EXTEND m PLATE BETWEEN DOUBLE LAVI ANGLE AT BOTTOM CHORD OF W18 OR W16 - SEE JG. DO NOT WELD JG TO PLATE. SECTION SCALE: 3/4"=1'-0" 1 uai m +164" A.F.F. W18 OR W16 - SEE C6x8.2 3" 1/4" CAP PLATE 3/16 (TYPICAL) TOP/ STEEL @ EACH SIDE ON BEAM I +20'-0" A.F.F. TYP. 1/4MN 3/16 BENT PLATE 6"x 3"x 1/4" TS6x6x114 PARAPET CONT. (WELD ANGLE TO STUB COLUMN COLUMNS) BY CLARKDIETRICH OR APPROVED EQUAL SECTION D ANGLE 3/16 4" TO COL. TYP. 1/4 11/2" 31 E TOP/ BEAM +18'-0" A.F.F. ( SCREW DECK @ 6"O.C. PLATE 1/2"x 11"x 0'-6" w/#12SCREWS W/(4) 3/4"0 HSB I go TYP. 1 /4 SEE PLAN FOR L2x2x1/4 BOTTOM CHORD ANGLE BEAM SIZE BRACE TO BEAM FLANGE (FIELD WELD) TS6x6xl/4 COLUMN __K"_� SECTIONG SCALE: 3/4"=1'-0" s1.0 s3.o S2.0 V-0" 11/2" 1 112" N TS5x5xl/4" COL. 3/4"THK. BASE PLATE ® w/(4)13/16"0 HOLES FOR 3/4"0 A.B. 0 N TYPICAL TS BASE PLATE RECESS 51/2" BELOW FIN. FLR. (TYPICAL FOR INTERIOR COL.) DETAIL SCALE: 1"=l'- F "=1'-0" S1.0 S3.o 11/2" 5"x11"x112" PLATE FOR JOIST CONNECTION - WT10.5x24 GIRDER SEAT 3/4"0 M.B. FOR EREC. - JOIST GIRDER (JG) 1/4 11/2" B z M 0 JOIST LOCATION OVER COLUMN LINE (SEE PLAN) 1 1/2" METAL DECK 114 I/ JOIST GIRDER JOIST GIRDER PLATE 314"x 6"x 6", EXTEND PLATE TS COLUMN JOIST GIRDER (JG) REF. PLAN (JG) REF. PLAN BETWEEN DOUBLE ANGLE AT BOTTOM (SEE PLAN) (JG) REF. PLAN CHORD OF JG. DO NOT WELD JG TO PLATE. TYP. GIRDER -TO -COLUMN CONNECTION SECTION B SCALE: 3/4"=1'-0" s1.o s3.o BENT PLATE 6"0"x1/4" CONT. (WELD ANGLE TO COLUMNS) PLATE 1/2"x 11"x 0'-6" W/(4) 3/4"0 HSB TYP'>_11� ,4 TOP/ BEAM +18'-O"A.F.F. 8" 14GA. CSJ STUDS @ 16" O.C. TS10x6xl/4 BEYOND L4"x4"x12 GA. - 5" LONG CLIP ANGLE TOP AND BOTTOM OF BOX BEAM (TYP. - REF 9/S3.0) - 8" 14GA. CSJ STUDS @ 16" O.C. 11/2" 1 L m V-7" , 3" 1 3/161/ 4" ATO COL. SCREW DECK @ 6"O.C. w/#12 SCREWS W16x26 L2x2xll4 BOTTOM CHORD ANGLE BRACE TO BEAM FLANGE (FIELD WELD) TS10x6xl/4" 9 S3.0 S3. /BOTTOM /BOX BEAM OOP EL. +10'-0" A.F.F. �3 SIDES 1/4TYP. SECTION H SCALE: 3/4"=1'-0" S1.0s3.o S2.0 V-2" iv 2" 2" 3/4" THK. BASE PLATE 3/4" THK. BASE PLATE w/(4)13/16"0 HOLES ® ® w/(4)13/16"0 HOLES ® ® FOR 3/4"0 A.B. FOR 3/4"0 A.B. _JtLTYP. ® ®TYP. TS6x6xl/4" COL. N TS 10x6xl/4" COL. D ETA L_('2_DETAIL 3 SCALE: 1 "=1'-0" 51.0 S3.0 SCA 1'-0° S2.0 S3.0 s2.o CONT. C6x8.2 1/4 4" x 318" xCONT. PLATE SCREW DECK TO PLATE @ EACH CORRUGATION w/#12 TEK SCREW @ 6" O.C. - 11/2" METAL DECK -� 8" 14GA TRACK -� 8" 14GA. CSJ STUDS @ 16" O.C. NOTE: REF. ARCH. FOR CORNICE AND EIFS BENT PLATE 6"x3"x1/4" CONT. (WELD ANGLE TO COLUMNS) PLATE 1/2"x 11"x 0'-4" W/(4) 3/4"0 HSB TYP1/4 8" 14GA TRACK -� D y3r TOP/ STEEL +20'-0" A.F.F. 1/4 (/ I PLATE 3/4"x 6"x 6", EXTEND PLATE BETWEEN DOUBLE ANGLE AT BOTTOM CHORD OF JG. DO NOT WELD JG TO PLATE. S3.0 S3. / TS10x10xl/4" w/ PLATE 3/8"x 2'-2 5/8" CONT. ON BOTTOM PLATE 1/2"x 10"x 6" w/STIFF. GUSSET PLATE WELD ALL-AROUND 11/2" SECTION c SCALE: 3/4"=1'-0" s1.o s3.o 04 TS 6x6xl/4 SHOP WELD TOP/ JOIST GIRDER VARIES - SEE PLAN W18 OR W16 - SEE PLAN FOR SIZE �- TS6x6xl/4 PARAPET EL. VARIES 6"xl6GA TRACK TOP/BEAM +23'4" A.F.F. TS10xl0xl/4" BEAM F-- 6"x16GA TRACK 6"xl6GA METAL STUD 5V L8"x4"x114" CONT. BENT PLATE. SCREW DECK TO TO PLATE w/ #12 TEK SCREWS @ 6" O.C. @ PERIMETER 3"�11/2" METAL DECK ♦ SLOPE 1/4"/ FT. MIN. TYP- 1/4 11/2" ot JOIST BEARING +164" A.F.F. W18 OR W16 - SEE PLAN FOR SIZE NP' 3/16 1/4" GUSSET PLATE @ EACH SIDE ON BEAM I STEEL JOIST -SEE PLAN FOR SIZE 1/4MN COLU BEYOND COLU L 2x2xl/4 BOTTOM CHORD BRACE WELDED TO BOTTOM CHORD 6" 16 GA. CSJ STUDS I I @ 16" O.C. 6" 16 GA. MAXTRAK (SLT) BY CLARKDIETRICH OR APPROVED EQUAL SECTION D SCALE: 3/4"=1'-0" DAM infer _ u _ 1/2" YP. TYP. JOIST -TO -JOIST GIRDER CONNECTION SECTION E SCALE: 314"=1'-0" s1.o s3.o 3116 4" \TO COL. j 1/4 TOP/BEAM +18'-0" A.F.F. v PLATE TERMINATES @ EDGE OF STOREFRONT - TS10x10xl/4" w/ PLATE 3/8"x 2'-2 5/8" CONT. W18x46 BEAM ON BOTTOM PLATE 1/2"x10"x6" (BELOW) w/STIFF. GUSSET PLATE WELD ALL-AROUND A 3 SIDES ►I 2'-2 5/8" 1'-115/8" 3" I PLATE 318"x 2'-2 5/8" CONT. TO RECEIVE 1/2° KNIFE STOREFRONT PLATE -� i 3/16 EACH SIDE SLOT TS AT PLATE FOR CONNECTION L 2"x 2"x 3/16" - 9"L. FIELD WELD TS10x6xl/4" TYP5/1\ 6" 5/16" V i V-5" I I 3" j- 5x3xl/4 (LLH) CONT. Qj FOR STUD BEARING L 2"x 2"x 3/16" - 9"L. SECTION "A -A" CONT. PLATE 2'-2 5/8" SCALE: 3/4"=1'-0" BOTTOM /BEAM jk +10'-0 3/8" A.F.F. mv TS10x6xl/4" COLUMN SECTION �C SCALE: 3/4"=1'-0" 52.0 P. & 314" THK. BASE PLATE `\. 2" w/(4)13/16"0 HOLES FOR 3/4"0 A.B. DETAIL 4 SCALE: 1 "=1'-0° s2.o s3.o 6" 12 GA. TRACK 8" 14 GA. STUD 6" 12 GA. TRACK L4"x4" 12 GA. CLIP - 5" LG. W/(4) #12 TEK SCREWS @ EACH LEG DETAIL 9 SCALE: 1"=l'-O"11C.01SY A SCANN E® D W16x26 FB 43/8 CONT. I)ate: 3" C6x8.2 SHOP TOP/ STEEL WELD +20'-0" / +22'-0" A.F.F. Y� 6 GXt S S (6"xl6GARACK @ 16" O.C. ( TEK SCREWS TS6x6xl/4 PARAPET C6 (TYP.) COLUMN BEYOND ONT. h TOP/ STEEL I VARIES PLATE 1/4"STIFFENER - BOTH SIDES 117 TYP. 3/16 TYP. W18SI -SEE PLA F N F ( 6" 16 GA. MAXTRAK (SLT) BY PLAN SIZE I I CLARKDIETRICH OR APPROVED EQUAL 6" 16 GA. CSJ STUDS @ 16" O.C. co � � A TS5x5x1/4 TYP. SLOT TS AT PLATE FOR CONNECTION NP 5/16" 1/2" KNIFE PLATE TYP' 5/16" SEE BASE PLATE ETAILS DETAIL � FOR SI °E (S3.0) SCALE: 3/4"=1'-0" KD PLATE 1/2"x 12"x 0'-6" wl(4) 314"0 HSB W16x26 i 1/4" i 5/16" / - - 5/16" zt X X to cn DETAIL -- 7 SCALE: 3/4"=1'-0" 201S3,01 SECTION F SCALE: 3/4"=1'-0" S1.0 S3.0 DETAIL s SCALE: 3/4"=1'-0" s2.o s3.o A.9 OPP. 11HAND C.1 2'-0" DETAIL s SCALE: 3/4"=1'-0" s2.o s3.o LUMIDECK - REFERENCE ORIENTATE STUDS TO RECEIVE ARCHITECTURAL BOX BEAM @ FLAT SIDE ° 8x8xl2GA. BOX BEAM FOR FASTENING OF LUN PROVIDE 412 GA. CSK STUDS IN HORIZ. ° DIRECTION.(SEE ELEVATIONS FOR LOCATION 1177hl COORDINATE WITH DECK SHOP DRAWINGS) FASTENING HARDWARE PROVIDED BY MANUFACTURER. SET PRIOR TO 3116 INSTALLATION OF EIFS. 3x3xl/4 8" LONG 1> FOR DECK FASTENING (WELD TO TS10x10xl/4) NOTE: , ALL HARDWARE FOR ( ♦ �. DETAIL LUMIDECK TO BE SET PRIOR TO INSTALLATION OF EIFS SCALE: 314"=1'-0° S3.S2.o s2.o 0 v ix5xl/4 1 TOP/BEAM +23'-4"A- CONT. 23'-4"A. CV Of W W Z uiLL SII 0 O O 0 Bo co o It M *m I I I i I I I I I 1 I 00064 1 � 1 I ` I I I I I I I I HOSE BIB I I I SIMILAR 1 1 SIMILAR 2 2.5 3 4 ' 113'-4" OUT TO OUT OF CMU VENEER 1 30'-8" I 15'-8" I 15'-0" I 30'-8" 1 19'-10" 5 I —�- 9" �8" 17'-8" 2'-8" 114' 8" 2'-8" I 264" 2'-8" 18'-8" 2'-8� 17'-4" 2'-8� a ( I 1 DATE 1 2 I 1 I I 1 - - . A-4.. l S j I , I I __. ----- ^ _ — - - - -- - _ _ _- _ - ---- - _ - ' - - - - - r HOSE BIB - S IT CI< FABRICATED METAL STICK FABRICATED METAL ✓ i 16 GAUGE GALVANIZED WALL TO BE UL-U46�1-HOUR FIRE RATED CANOPY - SEE DETAIL 7/A-2.0 I CANOPY - SEE DETAIL 7/A-2.0 ' STEEL HOOD (REFER I 01 i _ __ I`------- -------- I. N� o jNOTE: 1 LOCATE RISER FAR ENOUGH OFF OF OUTSIDE FACE OF EXTERIOR WALL SO THAT ALL 1 CONTROLS ARE ACCESSIBLE. 1 DIMENSION NOT TO EXCEED 36" im w w .."... i w I, i w I I i � ;lam 1 - U NOTE: --------- --__.._.. _.. _..___--- ----- - Li o 1 SEE A-1.1 FOR INTERIOR FLOOR PLAN - - - - - B.5 --- .._..--- .....- I: r 1 =co 1 1O 1 1111 16 GAUGE GALVANIZED = o j �l STEEL HOOD (REFER 400 CD- — 3'-0" MAPES LUMIDECK -HANGAR ROD ( m TO DETAIL 6/A-2.0 !Ii ) ao 1 0 SUPPORTED SUPER LUMIDECK HR, 2 3/4" 1 0 1: DECK, FASCIA 'G', KYNAR FINISH, DIAMOND 1 ESCUTCHEON PLATES, FRONT SCUPPER. I If (SEE DETAIL 4/A-2.1) 1i 1 — STICK FABRICATED METAL ( I! 1 CANOPY - SEE DETAIL 7/A-2.0 I I. i i it i; I i i Al I L 1 STICK FABRICATED METAL <. STICK FABRICATED METAL CANOPY - SEE DETAIL 7/A-2.0 { �r CANOPY - SEE DETAIL 7/A-2.0 ( 1 1� - - - - - - - - - - - - . i 2 } ---- , 1 1 ��------ < I I -1.0A-4.1 17'-8" SIMILAR ;2'-8" 1�'-8" SIMILAR 2'-8" 264" 1 2'-8" 1 18'-8" 2'-87 17'-4" 2'-S 9" 30'-8" 30'-8" 15'-0" ( 15'-8" J 19'-10" i I I I I 113'-4" OUT TO OUT OF CMU VE�EER 1 I I i I 3 63.5 4 5 2 FLOOR PLAN - SCALE: 1 j'8"=1'-0" N %tk 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 3 Al 1 12-12-14 TO DETAIL 6/A -2A) a REV. DATE g I I I` HOSE BIB WALL TO BE UL-U46�1-HOUR FIRE RATED I i _ __ I`------- -------- I. 3 — STICK FABRICATED METAL � ' 1 I! l u ' Iir -1.0 A-4.1 CANOPY - SEE DETAIL 7/A-2.0 ? I 1 11 r 1 I 1 SPRINKLER _ q SEE NOTE 111 RISER Ii r A I I\/I If 7 N� o jNOTE: 1 LOCATE RISER FAR ENOUGH OFF OF OUTSIDE FACE OF EXTERIOR WALL SO THAT ALL 1 CONTROLS ARE ACCESSIBLE. 1 DIMENSION NOT TO EXCEED 36" im w w .."... i w I, i w I I i � ;lam 1 - U NOTE: --------- --__.._.. _.. _..___--- ----- - Li o 1 SEE A-1.1 FOR INTERIOR FLOOR PLAN - - - - - B.5 --- .._..--- .....- I: r 1 =co 1 1O 1 1111 16 GAUGE GALVANIZED = o j �l STEEL HOOD (REFER 400 CD- — 3'-0" MAPES LUMIDECK -HANGAR ROD ( m TO DETAIL 6/A-2.0 !Ii ) ao 1 0 SUPPORTED SUPER LUMIDECK HR, 2 3/4" 1 0 1: DECK, FASCIA 'G', KYNAR FINISH, DIAMOND 1 ESCUTCHEON PLATES, FRONT SCUPPER. I If (SEE DETAIL 4/A-2.1) 1i 1 — STICK FABRICATED METAL ( I! 1 CANOPY - SEE DETAIL 7/A-2.0 I I. i i it i; I i i Al I L 1 STICK FABRICATED METAL <. STICK FABRICATED METAL CANOPY - SEE DETAIL 7/A-2.0 { �r CANOPY - SEE DETAIL 7/A-2.0 ( 1 1� - - - - - - - - - - - - . i 2 } ---- , 1 1 ��------ < I I -1.0A-4.1 17'-8" SIMILAR ;2'-8" 1�'-8" SIMILAR 2'-8" 264" 1 2'-8" 1 18'-8" 2'-87 17'-4" 2'-S 9" 30'-8" 30'-8" 15'-0" ( 15'-8" J 19'-10" i I I I I 113'-4" OUT TO OUT OF CMU VE�EER 1 I I i I 3 63.5 4 5 2 FLOOR PLAN - SCALE: 1 j'8"=1'-0" N %tk 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 3 1-30-15 1 12-12-14 DOOR NUMBER 11-21-14 REV. DATE ADDED FIRE SPRINKLER PER FIRE COMMENT ADDED CANOPIES PER PLANNING COMMENT DESCRIPTION DOCUMENT CONTROL 0 ED Ch N 1-0 FLOOR PLAN LEGEND O STOREFRONT TYPE (REFER TO SHEET A-3.0) 500 DOOR NUMBER (REFER TO SHEET A-3.1) *s DO&&Ao YOGE ATLANTIC BEACH, FL FLOOR PLAN PROJ. NO. 1405-137 1 DWG. NO. A-1.0 M N ME M ao N STICK FABBED METAL CANOPY o ABOVE -SEE co DETAIL 7/A-2.0--�� A.9 1 3'4" MAPES LUMIDECK (SEE SPECS) CONTRACTOR SHALL I VERIFY THERE IS A FLOOR OR LANDING AT o I o THE SAME ELEVATION "' T ON EACH SIDE OF THE DOOR. NOTIFY ARCHITECT IF VARIES. % 3 50 A-2.0 u')I LITTER RECEPTACLE BOLTED TO SIDEWALK (TYP OF 2) (SEE SPECS) I 1 2 2.5 4 3 4 5 A-2.0 113'-4" n � n 301-81130�8 301-81119 -10 STICK FABBED15'-•8" 15'-0" , METAL CANOPY STICK FABBED METAL CANOPY 19'-24" CLEAR ABOVE - SEE DETAIL 7/A-2.0 - ABOVE -SEE -� 1 ___ _______= g.1 - _ - --- -- - __ -- - - - -1 PRO -= - VIDE ALMOND FRP TO 4'-0" 7 OFFICE 2 AFF WITH TRIM CAP AND A-1.4 CORNER GUARDS AT ALL � r � LL ' I 'EXPOSED WALL SURFACES. 100 FE CONTRACTOR SHALL REFER TO B ` - - - - o - - OFFICE ELEVATION FOR �2.2 2 �- 6 INSTALLATION OF OFFICE POWER AND DATA. �4.2 ! 7'-0" FIRE EXTINGUISHER - SEE I - OM I NEW WORK NOTE 1. co I _ _ SHOPPING CART BUMPER SEE DETAIL 1/A-2.6 DOLLAR TREE SUPPLIED PRE -WIRED CHECKOUT (TYP) - M m m POWER POLE (DOLLAR TREE --� - SUPPLIED) FIRE EXTINGUISHER - SEE 3'off � cr, SALES AREA NEW WORK NOTE 1. A DECK HEIGHT: ROOF LADDER - PROVIDE 18 GA METAL - - 18'-21/2° STUDS AND GWB TO ROOF DECK FOR A-2.2 4'-0" BEHIND ROOF LADDER. PAINT LADDER GRAY SEE SPEC). 9'-0" X 9'-0" ENTRY "DECO RIB" CARPET TILE POLISHED CONCRETE C INSTALL DECALS ON GLASS 0 PANELS. SEE NEW WORK NOTE 6. A-2.2 ALUMINUM STOREFRONT SYSTEM STEEL COLUMN - PAINT YELLOW AND PROVIDE STAINLESS STEEL COVER TO 4'-0" AFF. (TYP OF 4) REFER TO NEW WORK NOTE 3 STICK FABBED I q METAL CANOPY I ABOVE -SEE I DETAIL 7/A-2.0 -' I I 1 L IT 0 STICK FABBED METAL CANOPY 1 ABOVE -SEE DETAIL 7/A -2.0-- I --------- INTERIOR FLOOR PLAN SCALE: 1/8"=1'-0" C HALLWAY TOILET SPRINKLER RISER - _1 STOCKROOM PAINT SOLID (YELLOW) 42" IN FRONT OF AND TO THE SIDE OF ELECT PANEL AS DEDICATED CLEAR FLOOR SPACE. CONTRACTOR SHALL VERIFY THERE IS A FLOOR OR LANDING AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. NOTIFY ARCHITECT IF VARIES. ' A 401 II\ 1 ' I 1 1 A-1.4 i 1 CONTRACTOR SHALL VERIFY FLOOR IS LEVEL WITHIN 1/4" IN 10 LINEAR FEET UNDER FREEZER/COOLER REACH -INS AND STORAGE. CONTRACTOR SHALL NOTIFY THE DOLLAR TREE CONSTRUCTION PM IF THIS REQUIREMENT IS NOT 1 MET. CONTRACTOR SHALL RUN ALL PIPING / CONDUIT FOR FREEZER / COOLER WITHIN WALL (NOT EXPOSED ON SALES FLOOR) B F 2'-0" X 4'-0" SHELVING - SEE DETAIL 2/A-2.6 2 - NA-2�.O 400 APPROX LOCATION OF ELECTRICAL PANELS CONTRACTOR SHALL VERIFY I THERE IS A FLOOR OR LANDING I E'r FIRE EXTIINGUISHER - SEE ! 1 AT THE SAME ELEVATION ON NEW WORK NOTE 1. 1 o EACH SIDE OF THE DOOR. A-4.2 NOTIFY ARCHITECT IF VARIES. PROVIDE ALMOND FRP TO 4'-0" AFF WITH TRIM CAP AND CORNER GUARDS AT ALL N CONTRACTOR SHALL VERIFY FLOOR IS LEVEL EXPOSED WALL SURFACES. m WITHIN 1/4" IN 10 LINEAR FEET UNDER p FREEZER/COOLER REACH -INS AND STORAGE. PROVIDE ALMOND FRP TO 40 CONTRACTOR SHALL NOTIFY THE DOLLAR TREE TRIM CAP AND CORNER GUARDS AT ALL AFF WITH E. - - - - - - - - - - D CONSTRUCTION PM IF THIS REQUIREMENT IS NOT EXPOSED WALL SURFACES. �A-2.2 I I MET. CONTRACTOR SHALL RUN ALL PIPING I EMPLOYEE AREA I CONDUIT FOR FREEZER / COOLER WITHIN WALL 1 1 (NOT EXPOSED ON SALES FLOOR) 1 D STICK: FABBED-- - - - - -J STICK FABBED �`!�--- ------- - 3 METAL CANOPY METAL CANOPY A-1.4 ABOVE - SEE ABOVE - SEE DETAIL 7/A-2.0 DETAIL 7/A-2.0 �2.1 2 3 3.5 4 5 WALL CONSTRUCTION TYPES EXTERIOR DEMISING WALL: CMU VENEER OVER 1" EXTRUDED POLYSTYRENE FOAM OVER METAL STUDS AND BATT INSULATION OVER GWB BELOW 4'-0" AFF. EIFS OVER SHEATHING OVER METAL STUDS AND BATT OVER GWB ABOVE 4'-0" AFF. SEE DETAIL 1 & 3/A4.1. FINISH PER FINISH SCHEDULE, SHEET A-3.1. PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LA14/ER 5/8" TYPE "X" GWB EACH SIDE TO ROOF DECK. FIRE TAPE ALL JOINTS. CONSTRUCTION SHALL COMPLY WITH UL DESIGN #U465 FOR ONE HOUR FIRE RATING. SEE DETAIL 1/A4.2. FINISH PER FINISH SCHEDULE, SHEET A-3.1. 3� PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 518" GWB EACH SIDE TO ROOF DECK ON SALES / STOCKROOM SIDE AND TO FINISHED CEILING ON TOILET ROOM / HALLWAY SIDE. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. SEE DETAIL 2/A-4.2 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A-3.1. 4� PARTITION WALL: 3 5/8" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. SEE DETAIL 2/A-2.4. FINISH PER FINISH SCHEDULE, SHEET A-3.1. PLUMBING PARTITION: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB EACH EXPOSED SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. FINISH PER FINISH SCHEDULE, SHEET A-3.1. PARTITION WALL: 3 5/8" (20 GAGE) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB EACH SIDE TO 8'-0" AFF. SEE DETAIL 3/A-2.3. FINISH PER FINISH SCHEDULE SHEET A-3.1. PARTITION WALL: 3 5/8" (20 GAGE) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB ON EXPOSED SIDE TO 6" ABOVE FINISHED CEILING. FINISH PER FINISH SCHEDULE SHEET A-3.1. �g PARTITION WALL: 3 5/8" (18 GAGE) METAL STUDS @ 12" OC WITH ONE LAYER 5/8" GWB EACH SIDE TO ROOF DECK. PROVIDE WATER RESISTANT GWB ON SINK SIDE TO 8'-0" AFF. SEE DETAIL 1/A-2.4. FINISH PER FINISH SCHEDULE SHEET A-3.1. DOLLAR TREE GENERAL INFORMATION: SHOPPING CENTER: MAYPORT FREESTANDER CITY: ATLANTIC BEACH STATE: FLORIDA CEILING HEIGHT (SALES AREA): 12'-0" SPRINKLERED: NO SQUARE FOOTAGES TOTAL SPACE LEASED SALES FLOOR AREA: NON -SALES AREA: USABLE STOCKROOM: USABLE SALES FLOOR 9,973 SF 8,162 SF 1,811 SF 18.2% 948 SF 9.5% 7,773 I f 00 i • 'v m m POWER POLE (DOLLAR TREE --� - SUPPLIED) FIRE EXTINGUISHER - SEE 3'off � cr, SALES AREA NEW WORK NOTE 1. A DECK HEIGHT: ROOF LADDER - PROVIDE 18 GA METAL - - 18'-21/2° STUDS AND GWB TO ROOF DECK FOR A-2.2 4'-0" BEHIND ROOF LADDER. PAINT LADDER GRAY SEE SPEC). 9'-0" X 9'-0" ENTRY "DECO RIB" CARPET TILE POLISHED CONCRETE C INSTALL DECALS ON GLASS 0 PANELS. SEE NEW WORK NOTE 6. A-2.2 ALUMINUM STOREFRONT SYSTEM STEEL COLUMN - PAINT YELLOW AND PROVIDE STAINLESS STEEL COVER TO 4'-0" AFF. (TYP OF 4) REFER TO NEW WORK NOTE 3 STICK FABBED I q METAL CANOPY I ABOVE -SEE I DETAIL 7/A-2.0 -' I I 1 L IT 0 STICK FABBED METAL CANOPY 1 ABOVE -SEE DETAIL 7/A -2.0-- I --------- INTERIOR FLOOR PLAN SCALE: 1/8"=1'-0" C HALLWAY TOILET SPRINKLER RISER - _1 STOCKROOM PAINT SOLID (YELLOW) 42" IN FRONT OF AND TO THE SIDE OF ELECT PANEL AS DEDICATED CLEAR FLOOR SPACE. CONTRACTOR SHALL VERIFY THERE IS A FLOOR OR LANDING AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. NOTIFY ARCHITECT IF VARIES. ' A 401 II\ 1 ' I 1 1 A-1.4 i 1 CONTRACTOR SHALL VERIFY FLOOR IS LEVEL WITHIN 1/4" IN 10 LINEAR FEET UNDER FREEZER/COOLER REACH -INS AND STORAGE. CONTRACTOR SHALL NOTIFY THE DOLLAR TREE CONSTRUCTION PM IF THIS REQUIREMENT IS NOT 1 MET. CONTRACTOR SHALL RUN ALL PIPING / CONDUIT FOR FREEZER / COOLER WITHIN WALL (NOT EXPOSED ON SALES FLOOR) B F 2'-0" X 4'-0" SHELVING - SEE DETAIL 2/A-2.6 2 - NA-2�.O 400 APPROX LOCATION OF ELECTRICAL PANELS CONTRACTOR SHALL VERIFY I THERE IS A FLOOR OR LANDING I E'r FIRE EXTIINGUISHER - SEE ! 1 AT THE SAME ELEVATION ON NEW WORK NOTE 1. 1 o EACH SIDE OF THE DOOR. A-4.2 NOTIFY ARCHITECT IF VARIES. PROVIDE ALMOND FRP TO 4'-0" AFF WITH TRIM CAP AND CORNER GUARDS AT ALL N CONTRACTOR SHALL VERIFY FLOOR IS LEVEL EXPOSED WALL SURFACES. m WITHIN 1/4" IN 10 LINEAR FEET UNDER p FREEZER/COOLER REACH -INS AND STORAGE. PROVIDE ALMOND FRP TO 40 CONTRACTOR SHALL NOTIFY THE DOLLAR TREE TRIM CAP AND CORNER GUARDS AT ALL AFF WITH E. - - - - - - - - - - D CONSTRUCTION PM IF THIS REQUIREMENT IS NOT EXPOSED WALL SURFACES. �A-2.2 I I MET. CONTRACTOR SHALL RUN ALL PIPING I EMPLOYEE AREA I CONDUIT FOR FREEZER / COOLER WITHIN WALL 1 1 (NOT EXPOSED ON SALES FLOOR) 1 D STICK: FABBED-- - - - - -J STICK FABBED �`!�--- ------- - 3 METAL CANOPY METAL CANOPY A-1.4 ABOVE - SEE ABOVE - SEE DETAIL 7/A-2.0 DETAIL 7/A-2.0 �2.1 2 3 3.5 4 5 WALL CONSTRUCTION TYPES EXTERIOR DEMISING WALL: CMU VENEER OVER 1" EXTRUDED POLYSTYRENE FOAM OVER METAL STUDS AND BATT INSULATION OVER GWB BELOW 4'-0" AFF. EIFS OVER SHEATHING OVER METAL STUDS AND BATT OVER GWB ABOVE 4'-0" AFF. SEE DETAIL 1 & 3/A4.1. FINISH PER FINISH SCHEDULE, SHEET A-3.1. PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LA14/ER 5/8" TYPE "X" GWB EACH SIDE TO ROOF DECK. FIRE TAPE ALL JOINTS. CONSTRUCTION SHALL COMPLY WITH UL DESIGN #U465 FOR ONE HOUR FIRE RATING. SEE DETAIL 1/A4.2. FINISH PER FINISH SCHEDULE, SHEET A-3.1. 3� PARTITION WALL: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 518" GWB EACH SIDE TO ROOF DECK ON SALES / STOCKROOM SIDE AND TO FINISHED CEILING ON TOILET ROOM / HALLWAY SIDE. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. SEE DETAIL 2/A-4.2 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A-3.1. 4� PARTITION WALL: 3 5/8" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. SEE DETAIL 2/A-2.4. FINISH PER FINISH SCHEDULE, SHEET A-3.1. PLUMBING PARTITION: 6" (20 GA) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB EACH EXPOSED SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. FINISH PER FINISH SCHEDULE, SHEET A-3.1. PARTITION WALL: 3 5/8" (20 GAGE) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB EACH SIDE TO 8'-0" AFF. SEE DETAIL 3/A-2.3. FINISH PER FINISH SCHEDULE SHEET A-3.1. PARTITION WALL: 3 5/8" (20 GAGE) METAL STUDS @ 16" OC WITH ONE LAYER 5/8" GWB ON EXPOSED SIDE TO 6" ABOVE FINISHED CEILING. FINISH PER FINISH SCHEDULE SHEET A-3.1. �g PARTITION WALL: 3 5/8" (18 GAGE) METAL STUDS @ 12" OC WITH ONE LAYER 5/8" GWB EACH SIDE TO ROOF DECK. PROVIDE WATER RESISTANT GWB ON SINK SIDE TO 8'-0" AFF. SEE DETAIL 1/A-2.4. FINISH PER FINISH SCHEDULE SHEET A-3.1. DOLLAR TREE GENERAL INFORMATION: SHOPPING CENTER: MAYPORT FREESTANDER CITY: ATLANTIC BEACH STATE: FLORIDA CEILING HEIGHT (SALES AREA): 12'-0" SPRINKLERED: NO SQUARE FOOTAGES TOTAL SPACE LEASED SALES FLOOR AREA: NON -SALES AREA: USABLE STOCKROOM: USABLE SALES FLOOR 9,973 SF 8,162 SF 1,811 SF 18.2% 948 SF 9.5% 7,773 I f 00 113'-4" REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" �--- STICK FABBED METAL CANOPY - SEE DETAIL 7/A-2.0 \\- LOW WALL BELOW. SCS oate NN� .O NOTE: 1. THE ELECTRICIAN SHALL INSTALL ADDITIONAL WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CLIPPED ON THE GRID. NOTE: 2. LIGHT FIXTURES, SECURITY CAMERA DOMES, AND MIRROR PANELS (UON) ARE DOLLAR TREE SUPPLIED. NOTE: 3. MOUNT LIGHTS 10'-0 AFF IN STOCKROOM. REFLECTED CEILING LEGEND 2'-0"X4'-0" ACOUSTICAL CEILING TILE AND GRID- SEE FINISH NOTE 11. GWB -PAINT WHITE UNLESS OTHERWISE NOTED. ■ 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NIGHT NL LIGHT CIRCUIT. SURFACE MOUNT TO GWB AND ACT CEILING. 8'-0" STR.P FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO GWB AND ACT CEILING. 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS EM ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. SURFACE MOUNT TO GWB AND ACT CEILING, FOR FIXTURES WITH 4 LAMPS, THE EMERGENCY BATTERY PACK WILL ONLY OPERATE 2 OF THE LAMPS. p 4'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NL NIGHT LIGHT CIRCUIT. SURFACE MOUNT TO TO GWB AND ACT CEILING. ® 4'-0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO ACT AND GWB CEILING. p 4'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON EM EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. SURFACE MOUNT TO TO GWB AND ACT CEILING. ® CEILING OCCUPANCY SENSOR ® EXIT LIGHT qD SECURITY CAMERA DOME SECURITY CAMERA DOME MTD ON o) SECURITY WALL @ 10'-0" AFF. N VENTILATION FAN CEILING HEIGHT ABOVE FINISH FLOOR MIRROR PANEL E DIFFUSER ® ® RETURN AIR GRILLE • POWER POLE CHECKOUTS BELOW MAPEYl LUMIDECK SPECS) �I lei E E41_4 Ing I!ill� lil I' �� INN1 1�1 I � I �1 �rl 101,616111 11 � Ii�l 1 I 115�� I 1711 IIYI' 11PeiT-0" I �y1� I � I �1� i■1 ■ i . 'i FREEZER..1■ COOLER BELOW losCD --NO FINISHEDCEILINGFREEZERCOOLERIld BELOW � RAN, � �i i All 1 111 • I it I � . I. INN I I ,1 1.■111 I, _I.�EMINL _ REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" �--- STICK FABBED METAL CANOPY - SEE DETAIL 7/A-2.0 \\- LOW WALL BELOW. SCS oate NN� .O NOTE: 1. THE ELECTRICIAN SHALL INSTALL ADDITIONAL WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CLIPPED ON THE GRID. NOTE: 2. LIGHT FIXTURES, SECURITY CAMERA DOMES, AND MIRROR PANELS (UON) ARE DOLLAR TREE SUPPLIED. NOTE: 3. MOUNT LIGHTS 10'-0 AFF IN STOCKROOM. REFLECTED CEILING LEGEND 2'-0"X4'-0" ACOUSTICAL CEILING TILE AND GRID- SEE FINISH NOTE 11. GWB -PAINT WHITE UNLESS OTHERWISE NOTED. ■ 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NIGHT NL LIGHT CIRCUIT. SURFACE MOUNT TO GWB AND ACT CEILING. 8'-0" STR.P FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO GWB AND ACT CEILING. 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS EM ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. SURFACE MOUNT TO GWB AND ACT CEILING, FOR FIXTURES WITH 4 LAMPS, THE EMERGENCY BATTERY PACK WILL ONLY OPERATE 2 OF THE LAMPS. p 4'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NL NIGHT LIGHT CIRCUIT. SURFACE MOUNT TO TO GWB AND ACT CEILING. ® 4'-0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO ACT AND GWB CEILING. p 4'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON EM EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. SURFACE MOUNT TO TO GWB AND ACT CEILING. ® CEILING OCCUPANCY SENSOR ® EXIT LIGHT qD SECURITY CAMERA DOME SECURITY CAMERA DOME MTD ON o) SECURITY WALL @ 10'-0" AFF. N VENTILATION FAN CEILING HEIGHT ABOVE FINISH FLOOR MIRROR PANEL E DIFFUSER ® ® RETURN AIR GRILLE • POWER POLE A AOI A11 DOOR WIDTH: 72" o OCCUPANT LOAD: 137 PERSON o LIFE SAFETY PLAN SCALE: 1/8"=1'-0" 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343.9179 octe. . LEGEND m 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NIGHT NL LIGHT CIRCUIT. SURFACE MOUNT TO GWB AND ACT CEILING. (SUSPEND @ 10'-0" AFF WITH NO FINISHED CEILING.) 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS EM ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. SURFACE MOUNT TO GWB AND ACT CEILING. (SUSPEND @ 10'-0" AFF WITH NO FINISHED CEILING.) FOR FIXTURES WITH 4 LAMPS, THE EMERGENCY BATTERY PACK WILL ONLY OPERATE 2 OF THE LAMPS. ® EXIT LIGHT --— EGRESS PATH AND DIRECTION OF TRAVEL FE FIRE EXTINGUISHER NUMBER AND ARRANGEMENT OF EXITS FLOOR ROOM MINIMUM NUMBER TRAVEL DISTANCE ARRANGEMENT MEANS OF OR SPACE DESIGNATION OF EXITS EGRESS (SECTION 1015.2) REQUIRED SHOWN ON ALLOWABLE ACTUAL REQUIRED ACTUAL PLANS TRAVEL DISTANCE TRAVEL DISTANCE DISTANCE (TABLE 1016.1) DISTANCE BETWEEN SHOWN ON SHOWN ON EXIT DOORS PLANS PLANS SALES AREA 2 2 150'-0" 134'-4" 62'-9" 100'-8" STOCKROOM 1 1 75'-0" 44'-0" NA NA EXIT WIDTH USE GROUP OR SPACE DESCRIPTION (a) (b) (c) EXIT WIDTH (in) AREA sq. q ft. AREA PER OCCUPANT (TABLE 1004.1.1) CALCULATED OCCUPANT LOAD (a/b) EGRESS WIDTH PER OCCUPANT (SECTION 1005.1) REQUIRED WIDTH (SECTION 1005.1) (a/b)x c ACTUAL WIDTH SHOWN ON PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL SALES 8,162 30 273 N/A .2 N/A 54.6 N/A STOCKROOM 1,811 300 7 N/A .2 N/A 1.4 N/A ffd U 1/30/15 Cn MMA ADDED SPRINKLER RISER, MOVED MOP SINK A112/12/14 TEH MMA ADDED AWNINGS PER PLANNING COMMENT 11/21/14 TEH MMA REV. DATE DRN CHK DESCRIPTION DOCUMENT CONTROL W Or ` /00MUO D O 4 O yo "w 0w ATLANTIC BEACH, FL LIFE SAFETY PLAN PROD. NO. 15101-33 1 DWG. NO. A-1.3 HANDICAPPED ACCESSIBLE HI -LO DF FRP ON WALLS ADJACENT TO DF ° L FROM 4" TO 4'-0" AFF Ll ELECTRIC HAND V _ Z CN DRYER - DOLLAR 2 a TREE SUPPLIED (TYP) C J - A-2.4 o X = i i 1'-6" v 4'-0" CLEAR 1'-6" 0 � co i i J. MIN MIN M i i MIN TOILETui \\ v 5'-0" 1 CD CLEAR00 A-2.4 A OPPo HAND B — OPP00 2T HAND PROVIDE (18 GA) METAL - STUDS AND EXTEND GWB TO c, ROOF DECK IN THIS AREA. 8'-4" 9'-3 3/4" CLEAR ENLARGED TOILET PLAN SCALE: 3/8" =1'-0" -- C94 1'-811 I // TOILET \\ 5'-0" I CLEAR — \ A A-2.4 MOP SINK 9'-3 3/4" CLEAR D 21/2" DIA GROMMETED HOLE AT COUNTER AND 15" SHELF ABOVE (TYP OF 2) PROVIDE PREFORMED COUNTER AND BACKSPLASH W/ HIGH PRESSURE WHITE LAMINATE FINISH. MOUNT TO WALL. SEE OFFICE ELEV AND DETAIL 1/A2.3 BULLETIN BOARD (DOLLAR TREE SUPPLIED) -MOUNT ABOVE CLIPBOARD RACK. CLIPBOARD RACK - SEE DETAIL D/A-2.3. SAFE (DOLLAR TREE SUPPLIED) BOLT TO FLOOR 10'-0" CLEAR m plogglomm mom r� MIR 214" ENLARGED OFFICE PLAN SCALE: 3/8"=1'-0" 2 A-2.3 -7r A A-2.3 SHELVING ABOVE OFFICE 2'-0" B A-2.3 a Lu C -' 3 0 A-2.3 O° �2.3 0 Lu iL Q ly) 4 4'-0" A-2.3 3 A-2.3 IM FREEZER / COOLER REFER TO PLAN EMPLOYEE AREA I 2 A-2.5 W L- 3 A-2.5 m _ A Q ch 4" co �--- COAT RACK FRP ON WALLS ITT ADJACENT TO MOP 3 V� SINK TO 8'-0" AFF �2.5 0_ ------ SPRINKLER RISER N ------ mmi 0 Ir 2�3�IOOl UTILITY CABINET. - - - - - - DOLLAR TREE SUPPLIED (NSF APPROVED.) PREFORMED COUNTER - BULLETIN BOARD DOLLAR REFER TO ELEV AND TREE SUPPLIED) -AMOUNT WATER HEATER DETAIL1/A-2.5 AT 4'-0" AFF. MOUNTED ABOVE MOP SINK. SEE DETAIL 1/A-2.4. 11'-9" �3ENLARGED EMPLOYEE AREA \,A-1.4/SCALE: 3/8" =1'-0" 0 201-011 T.O. STEEL SOUTH ELEVATION 1 SCALE: 1/8"=1'-0" �2.O A .4 I _ I J14 28'-011 T.O. STUD FRAMING Jh 23'-4" T.O. STEEL & STUD FRAMING h 20'-0" IRV T.O. STEEL EIFS-1 EIFS-2 i FINISH FLOOR �' T -21411 I i �......... B.O. FOOTING � WEST ELEVATION SCALE: 1/8"=l' -O" A" 0 20'-0" ilk T.O. STEEL IRV .9 B C C.1 C.6 D t('-1" CDX STRUCTURAL GRAD I _ 1 nl VIAl xnr% OUCATLJIAI/l I I SIMILAR , SIMILAR SIMILA KNOX BOX - MOUNT 12" WHITE ADDRESS SIGNAGE LOCATED HERE (SIZE AND TYPE TO BE AT 5-011 A.F.F. NUMERALS ADHERED TO COORDINATED WITH SIGN VENDOR) SUPPLIED & GLAZING INSTALLED BY SIGN VENDOR (UNDER SEPARATE i PERMIT) - SEE DETAILS 3 & 4/A-2.1 KEYNOTE HATCH DESCRIPTION COLOR ro } SPLIT FACED CMU VENEER -STACKED SHERWIN WILLIAMS -VIRTUAL TAUPE'- SW7039 M ui w w BOND PROFILE OF EIFS @ FEAUX EIFS - COLOR 1 (FINISH - PRODUCT STO STO'SANDSTONE' 93860 (NA10-0052) 310) 6'-1" "''''''' EIFS - COLOR 2 (FINISH - PRODUCT STO - STO'SMOKED PUTTY' 93240 (NA10-0053) OF FEAUX FRAMES SITS 1" BACK 310) ;�, N. �\ EIFS -ACCENT COLOR (FINISH - STO SW'ENVY' SW6925 (NA10 0054) \ PRODUCT STOLIT 130D) SILL 0 CAST STONE SILL - SEE A-4.0 FOR CONTRACTOR TO SUBMIT COLOR SAMPLES FOR APPROVAL SCHEDULE - DO NOT PAINT (SEE SPECS) - MORTAR TO MATCH COLOR OF CAST STONE PC N/A 20 GAUGE GALVANIZED METAL PARAPET SHERWIN WILLIAMS -'ENVY- SW6925 SCALE: 1/4"=1'-0" CAP DNS N/A 4"x4" GALVANIZED METAL DOWNSPOUT PAINT TO MATCH ADJACENT EIFS & CMU -'BALANCED W/ 3 STRAPS BEIGE' SW7037 &'VIRTUAL TAUPE'- SW7039 GTR N/A 8" GALVANIZED METAL SHERWIN WILLIAMS'BALANCED BEIGE' SW7037 GUTTER 3'-0" MAPES LUMIDECK - HANGAR ROD SUPPORTED SUPER LUMIDECK HR, 2 314" DECK N/A DECK, FASCIA'G', KYNAR FINISH, DIAMOND SHERWIN WILLIAMS -'ENVY' - SW6925 ESCUTCHEON PLATES, FRONT SCUPPER, ti wvv- SEE DETAIL 4/A-2.1) CAN N/A STICK FABRICATED METAL CANOPY - SEE SHERWIN WILLIAMS -'ENVY' - SW6925 DETAIL 7/A-2.0 SCNC ® A.F.F. (SEE ELECTRICAL) DDBXD -'DARK BRONZE' HOOD N/A 16 GAUGE GALVANIZED STEEL HOOD SHERWIN WILLIAMS'BALANCED BEIGE' SW7037 (REFER TO DETAIL 6/A-2.0) D&F N/A STEEL DOOR & HOLLOW METAL FRAME SHERWIN WILLIAMS'BALANCED BEIGE' SW7037 PAINTING NOTES: STOREFRONT TYPE TO SHEET A-3.0) CMU- (1) COAT OF S -W LOXON BLOCK SURFACER A24W200 (OR EQUAL). (REFER . (2) COATS OF S -W CONFLEX XL ELASTOMERIC HIGH BUILD COATING, A5400 SERIES (OR EQUAL) 500 DOOR NUMBER METAL- (2) COATS OF S -W METALATEX ACRYLIC SEMI -GLOSS (1342 SERIES) (REFER TO SHEET A-3.1) LINTELS- PAINT STOREFRONT LINTELS PER'METAL' NOTE ABOVE WITH SHERWIN MCJ MASONRY CONTROL JOINT - WILLIAMS'BALANCED BEIGE' SW7037 AFTER PRIMING WITH COAT OF S PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER RAKE & CAULK JOINT (1) -W (B66-310 SERIES) SADDLE FLASHING REQUIRED (TYP) - SEE DETAIL 7/A-2.1 ilii zu" � ENLARGED ELEVATION 5 SCALE: 1/4"=1' -0"A -2.o 0 <' 4'-0" ilk T.O. CAST STONE SILL r .. I n h 20'-0" T.O. STEEL 20'-0" T.O. STEEL FINISH FLOOR -2'-4" B.O. FOOTING PD nCC 11CTAll nlA n A r^1 I EAST ELEVATION 2 SCALE: 1 /8"=1'-0" �2.O V 0 I NOTE: ANY EIFS REVEALS PROVIDED TO BREAKUP INSTALLATION SURFACES SHALL BE PROVIDED BEHIND DOWNSPOUTS - SEE A-5.0 FOR DIMENSIONS A ' sc SEE DETAIL 2/A-2.1 FOR Oat TERMINATION OF EIFS 20'-0" T.O. STEEL v AC N A HOOD 4'-0" T.O. CAST STONE SILL SILL 5 4 3 2.5 2 1 I A3 --�oF-FF:n:TAII 9/A-9 1 3 20'-0" T.O. STEEL IV SILL <. EIFS 1 ) EIFS-1 . .. < 'EIFS-1 EIFS-1 N l 1 I. CA 1 p ... : - h 4-0 41-0p T.O. CAST STONE SILL SILL i a:._. ........ P- - SILL S SB _. . , _ __._ .-_ ._.. SP SB __ .__ LL SP SB SP- SP -SB _ry OI O" FINISH FLOOR MCJ I I SP -SB I B.O. FOOTING NORTHELEVATION r4�SET ALUMINUM THRU-WALL C FLASHING INTO EIFS AND SCALE: 1/8°=1'-0" �2.O j PROVIDE SEALANT ALUMINUM COUNTERFLASHING .� t CLOSURE STRIP 1 1/2" STANDING SEAM < ALUMINUM ROOF PANELS { 1" SQUARE STEEL FRAME - 5 CONTRACTOR TO DETERMINE { j SPACING OF MEMBERS AND } ANCHORAGE TO BUILDING 16 GAUGE GALVANIZED nTrrl 11- 6" CSJ 16 GAUGE METAL STUD BLOCKING FOR HOOD (SEE STRUCTURAL) - SEALANT GALVANIZED FASTENERS @ 811 O.C. CV N 2'-0" 6 5/8" 16 GAUGE GALVANIZED STEEL HOOD PREFINISHED METAL DRIP EDGE (SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE) 3" x 4 5/8" CONTINUOUS 10 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM WITH #12 TEK SCREW @ 12" O.C. ELEVATION HOLLOW METAL FRAME 1/2"=1'-011 HOOD DETAIL 6 SCALE: 1/2"=1'-0" & 1 1/2"=1'-0" SECTION 1 1/2"=1'-0" /ik 101-0 3/8" IV B.O. CANOPY FRAME NOTES: 1. ALL MEMBERS OF THE CANOPY TO BE FINISHED IN THE COLOR SPECIFIED IN THE ELEVATION LEGEND 2. CONTRACTOR SHALL SUBMIT CANOPY SHOP DRAWINGS FOR APPROVAL 3. CANOPY SHALL EXTEND 2" PAST EDGE OF STOREFRONT (OR FEAUX STOREFRONT) EXCEPT WHERE PILASTER ABUTS - CANOPY SHALL EXTEND TO PILASTERS WHERE CONDITION EXISTS 2'-6- --I STICK FABBED CANOPY DETAIL 7 SCALE:1 1/2"=V-0" O ►ee ✓'v'�--�.�vvv�-vvvvvvvrr-vvvvvvvwvv-vvv'v'w-vwwv�r-�vvv.r-vw�, OUTLINE OF STICK FABRICATED METAL CANOPY - SEE DETAIL 7/A-2.0 EIFS FEAUX STOREFRONT FRAME BEHIND CANOPY - COLOR OF EIFS AT FRAME SHALL BE STO SW TONY TAUPE' SW7038 EIFS FEAUX STOREFRONT GLAZING - COLOR OF EIFS AT FEAUX GLAZING AREAS SHALL BE STO 'SANDSTONE' 93860 (NA10-0052) 3'-81/2" 3'-9" 3'-81/2" NOTE: i 3" Lu 3" Z,z w 3" ro 3" SEE WALL SECTION 1/A-4.1 FOR M AREAS SHALL BE STO 'SANDSTONE' 93860 (NA10-0052) 3'-81/2" 3'-9" 3'-81/2" NOTE: 3" Lu 3" Z,z w 3" 3" SEE WALL SECTION 1/A-4.1 FOR ui w w PROFILE OF EIFS @ FEAUX z1 "' STOREFRONT FRAMES - SURFACE 6'-1" UIm a OF FEAUX FRAMES SITS 1" BACK FROM WALL SURFACE & SURFACE OF FEAUX GLAZING SITS 1" BACK FROM FEAUX FRAMES ENLARGED ELEVATIONK-8 TIL OF6 SCALE: 1/4"=1'-0" �2.OSTOREFRONT LOCATIONS ■ b r r N Q 0 c m M i SD w 0 0 0 .c SUBSTRATE -SHEATHING OVER METAL STUDS DETAIL MESH - APPLY OVER ALL SEAMS IN SHEATHING JOINT COMPOUND - APPLY OVER DETAIL MESH AT SHEATHING SEAMS WATERPROOF BARRIER - FLUID APPLY OVER SHEATHING ADHESIVE EXPANDED POLYSTYRENE. BOARD BASE COAT & MESH EIFS FINISH WATERPROOF BARRIER - FLUID APPLY ADDITIONAL LAYER OVER DETAIL MESH & JOINT COMPOUND AT DRIP EDGE PRE -WRAP BASE COAT & MESH AROUND BASE OF EPS BOARD PRIOR TO INSTALLATION - RASP BACK OF INSULATION TO PERMIT DRAINAGE PRIOR TO WRAPPING LEAVE 1/8" GAP OPEN FOR DRAINAGE BETWEEN EIFS & DRIP EDGE FLASHING - DO NOT SEAL WITH CAULK JOINT COMPOUND -APPLY OVER DETAIL MESH DETAIL MESH - APPLY OVER DRIP EDGE FLASHING PREFINISHED METAL DRIP EDGE - SCREW TO SUBSTRATE @ 24" O.C. PROVIDE SEALANT UNDER DRIP EDGE STEEL PLATE OR CAST STONE SILL BELOW DRIP EDGE EIFS DRIP EDGE /ATTACHMENT DETAIL leol SCALE: NONE LARGE MISSILE IMPACT NOTE: INSTALLATION SHALL COMPLY WITH NOA #11-0606.03. HIGH IMPACT REINFORCING MESH SHALL BE EMBEDDED IN A SCRATCH COAT UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. SUBSTRATE - SHEATHING OVER METAL STUDS MEMBRANE ROOFING SYSTEM OVER PLYWOOD SHEATHING - WRAP CORNER 3" MECHANICALLY FASTEN MEMBRANE @ 12" O.C. APPLY 6" SELF -ADHERING WATERPROOF AIR -BARRIER TAPE OVER 3" ROOF MEMBRANE WRAP WATERPROOF BARRIER - FLUID >< APPLY OVER SHEATHING & RETURNED ROOF MEMBRANE ADHESIVE 3" EXPANDED POLYSTYRENE BOARD PRE -WRAP BASE COAT & MESH AROUND END OF EPS BOARD PRIOR TO INSTALLATION BASE COAT & MESH EIFS FINISH SEALANT APPLIED OVER JOINT BETWEEN BASE COAT & CMU EIFS TERMINATION DETAIL SCALE: NONE SUBSTRATE -SHEATHING OVER METAL STUDS WATERPROOF BARRIER - FLUID APPLY OVER SHEATHING ADHESIVE EXPANDED POLYSTYRENE BOARD BASE COAT & MESH EIFS FINISH HOLE DRILLED IN EIFS & LINED WITH SEALANT 1 PVC SLEEVE INSTALLED AGAINST BLOCKING THROUGH HOLE - i,� TOOL EXCESS SEALANT AROUND PVC BLOCKING BEHIND SUBSTRATE PVC SLEEVE LINED WITH SEALANT & BOLT ASSEMBLY INSTALLED TO FASTEN SIGNAGE I AWNING / CANOPY FRAME BOLT ASSEMBLY SIGNAGE / LUMIDECK FRAME EIFS SIGNAGE / LUMIDECK ANCHORAGE DETAIL SCALE: NONE LARGE MISSILE IMPACT NOTE: INSTALLATION SHALL COMPLY WITH NOA #11-0606.03. HIGH IMPACT REINFORCING MESH SHALL BE EMBEDDED IN A SCRATCH COAT UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. INSTALLATION SHALL (COMPLY WITH NOA #11-0606.03. HIGH IMPACT REINFORCING MESH SHALL BE EMBEDDED IN A SCRATCH COAT UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. 2 A-2.1 DETAIL MESH - APPLY OVER JAMB JOINT COMPOUND - APPLY OVER DETAIL MESH AT JAMB SUBSTRATE - SHEATHING OVER METAL STUDS CLOSED CELL BACKERROD & SEALANT WOOD SHIM CLOSED CELL BACKERROD & SEALANT WATERPROOF BARRIER - FLUID APPLY OVER SHEATHING & STUD AT JAMB PRE -WRAP BASE COAT & MESH AROUND ENDS OF EPS BOARD PRIOR TO INSTALLATION EXPANDED POLYSTYRENE BOARD EIFS FINISH STOREFRONT - SEE A-3.0 EIFS JANA B DETAIL SCALE: NONE INSTALL) ION SHALL COMPLY WITH NOA #11-0606,03. HIGH IMPACT REINFORCING MESH SHALL BE EMBEDDED IN A SCRATCH COAT UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. JItr'I EIFS ELECTRICAL SCALE: NONE SUBSTRATE - SHEATHING OVER METAL STUDS DETAIL MESH - APPLY OVER ENTIRETY OF BLOCKING JOINT COMPOUND - APPLY OVER DETAIL MESH OVER ENTIRETY OF BLOCKING HOLE FOR ELECTRICAL CONDUIT - LINE W/ NEUTRAL CURE SEALANT WHEN INSTALLING CONDUIT BLOCKING OVER SUBSTRATE - FASTEN TO BLOCKING BEHIND SUBSTRATE PROVIDE BLOCKING BEHIND SHEATHING SUBSTRATE SHEATHING OVER METAL STUDS WATERPROOF BARRIER - FLUID APPLY OVER SHEATHING AND ELECTRICAL BOX BLOCKING ADHESIVE EXPANDED POLYSTYRENE BOARD BASE COAT & MESH PRE -WRAP BASE COAT & MESH AROUND EPS BOARD OPENING PRIOR TO INSTALLATION 1/2" CLOSED CELL BACKERROD & SEALANT (SEALANT MUST MATCH ADJACENT EIFS COLOR) EIFS FINISH ELECTRICAL CONDUIT - LINE W/ NEUTRAL CURE SEALANT WHEN INSTALLING CONDUIT ELECTRICAL BOX SET IN SEALANT BOX DETAIL / GENERAL NOTES: 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION & SEQUENCING OF ANY SUB -CONTRACTORS INVOLVED IN ANY WORK THAT INVOLVES INSTALLATION OVER OR PENETRATION THROUGH THE EIFS SYSTEM. ALL PENETRATIONS THROUGH THE EIFS SYSTEM MUST BE COORDINATED WITH THE EIFS APPLICATOR TO ENSURE A WATERTIGHT TRANSITION OF ALL BUILDING ELEMENTS AT THE EIFS SYSTEM. 2. THE EIFS APPLICATOR SHALL FOLLOW ALL DETAILS PROVIDED IN ADDITION TO ALL MANUFACTURER STANDARD DETAILS. SUBSTRATE -SHEATHING OVER METAL STUDS OR CMU WATERPROOF BARRIER - FLUID APPLY OVER SHEATHING / CMU ADHESIVE EXPANDED POLYSTYRENE BOARD BASE COAT & MESH 1" HIGH REVEAL - SEE WALL SECTIONS FOR DEPTH EIFS FINISH SLOPE BOTTOM EDGE OF REVEAL 1":2"(27*) FOR DRAINAGE DETAIL MESH - APPLY OVER REVEAL JOINT COMPOUND - APPLY OVER DETAIL MESH AT REVEAL 5 EIFS REVEAL DETAIL 6 A-2.1 SCALE: NONE LARGE MISSILE IMPACT NOTE: INSTALLATION SHALL COMPLY WITH NOA #11-0606.03. HIGH IMPACT REINFORCING MESH SHALL BE EMBEDDED IN A SCRATCH COAT UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-70731 FAX (251) 343-9179 3 A-2.1 LARGE MISSILE IMPACT NOTE: INSTALLATION SHALL COMPLY WITH NOA #11-0606.03. HIGH IMPACT REINFORCING MESH SHALL BE EMBEDDED IN A SCRATCH COAT UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. 11-21-14 "'"'"' MMA REV. DATE DR CH DESCRIPTION DOCUMENT CONTROL SUBSTRATE - SHEATHING OVER METAL STUDS WATERPROOF BARRIER - FLUID APPLY OVER SHEATHING ADHESIVE EXPANDED POLYSTYRENE BOARD BASE COAT &A FLASHING PA FLASHING PA 1/2" CLOSED C BACKERROD SEALANT EIFS FINISH, STEEL CHANNEL - FILL VOID WITH BLOCKING WATERPROOF BARRIER - FLUID APPLY OVER SHEATHING DETAIL MESH - APPLY OVER ALL SEAMS IN SHEATHING JOINT COMPOUND - APPLY OVER DETAIL MESH AT SHEATHING SEAMS SUBSTRATE - SHEATHING OVER METAL STUDS FLASHING PART B FLASHING PART A TURN OUT FLANGES TO MATCH THICKNESS OF INSULATION PLUS 1/4" WATERPROOF BARRIER - FLUID APPLY OVER SHEATHING FLASHING PART B FLASHING PART WATERPROOF BARRIER - FLUID APPLY OVER PARAPET STEEL CHANNEL - FILL VOID WITH BLOCKING SUBSTRATE -SHEATHING OVER METAL STUDS SEE 2/A-2.1 FOR DETAIL AT THIS JOINT EIFS FINISH OVER BASE COAT & MESH OVER EXPANDED POLYSTYRENE BOARD ADHERED TO WATERPROOF MEMBRANE - INSTALL AFTER SADDLE FLASHING PRE -WRAP BASE COAT & MESH AROUND EPS BOARD OPENING PRIOR TO INSTALLATION INSTALL PARAPET CAP OVER CONTINUOUS CLEATS & BLOCKING PER SECTION DETAILS ON A-5.0 WOOD BLOCKING - SLOPE TOWARD ROOF LAP BASE COAT & MESH OVER BLOCKING WATERPROOF BARRIER - FLUID APPLY OVER PARAPET STEEL CHANNEL- FILL VOID WITH BLOCKING WRAP ROOF MEMBRANE OVER BLOCKING AND DOWN WALL SUBSTRATE -SHEATHING OVER METAL STUDS EXPANDED POLYSTYRENE BOARD ADHERED TO WATERPROOF MEMBRANE FILLET SEALANT EIFS SADDLE FLASHING & PARAPET CAP DETAIL SCALE: NONE LARGE MISSILE IMPACT NOTE: INSTALLATION SHALL COMPLY WITH NOA #11-0606.03. HIGH IMPACT REINFORCING MESH SHALL BE EMBEDDED IN A SCRATCH COAT UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. *41A ooaaaa YacEN ATLANTIC BEACH, FL PROJ, NO. 1405-137 EIFS DETAILS DWG. NO A-2.1 WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. 0 CV W 0 GV 9 GV 0 CV 9 19 TOP OF PERIMETER WALL GONDOLA (TYP). 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO DOLLAR TREE'S FIXTURE PLAN.) INTERIOR ELEVATION SCALE: 1/4"=1'-0" PAINT YELLOW. INTERIOR ELEVATION SCALE: 1/4"=1'-0" ALMOND FRP TO 4'-0" AFF ON AREAS NOT COVERED BY GONDOLA UNITS (TYP.) -- ----------------------- PAINT YELLOW. SLATWALL TO 8'-0" AFF. PROVIDE 1X4 WOOD PROVIDE VINYL BASE ON WALL SURFACES TRIM AT EDGES PAINTED WHITE. (TYP) NOT COVERED BY GONDOLA UNITS (TYP). GRAPHICS DOLLAR TREE SUPPLIED. - ------------- i ALMOND FRP TO 4'-0" AFF ON AREAS NOT TOP OF PERIMETER WALL WALL SURFACE AREAS NOT 2X4 HORIZONTAL WD BLOCKING COVERED BY GONDOLA UNITS (TYP.) COVERED BY GONDOLA UNITS EXTENDS TO FARTHEST OUTER GONDOLA (TYP). PROVIDE VINYL BASE ON WALL SHALL BE PAINTED YELLOW. EDGE OF LAST GONDOLA (REFEF SURFACES NOT COVERED BY DOLLAR TREE'S FIXTURE PLAN.) GONDOLA UNITS (TYP). WALL SURFACES COVERED BY FREEZERS AND COOLERS SHALL NOT BE PAINTED PAINT YELLOW, ----v, GRAPHICS DOLLAR TREE SUPPLIED. ------------------- ------------- -- ----------------- - ------ --- -------- - --- BALLOON CENTER ----- -- - - -- ALMOND FRP TO 4'-0" AFF ON AREAS NOT COVERED BY j eMPLorees EMPLOYEESGONDOLA UNITS (TYP.) TOP OF PERIMETER WALL () WALL SURFACE AREAS NOT 2X4 HORIZONTAL WD BLOCKING j ONLY ONLY GONDOLA (TYP). COVERED BY GONDOLA UNITS EXTENDS TO FARTHEST OUTER - OPEN FREEZER/COOLER _ -PROVIDE EDGE OF LAST GONDOLA REFER TO VINYL BASE ON COVERED BY SHALL BE PAINTED YELLOW. DOLLAR TREE'S FIXTURE PLAN.) GONDOLA UNITS (TYP). PROTECTIVE COVER PLATE - SEE DOOR NOTE 2, SHEET A-3.1. INTERIOR ELEVATION SCALE: 1/4"= 1'-0" PAINT YELLOW. ------------ - - - ----------- - - ---------- - - - - -, - - ---- --I --- GRAPHICS DOLLAR TREE SUPPLIED. --------------- - - - - -- --------------- -- -- ------ -- -- - - -- - - - - - - - - ---------i _ ------- - ----------------- - - - - -- ----- TOP OF PERIMETER WALL WALL SURFACE AREAS NOT 2X4 HORIZONTAL WD BLOCKING GONDOLA (TYP). COVERED BY GONDOLA UNITS EXTENDS TO FARTHEST OUTER SHALL BE PAINTED YELLOW. EDGE OF LAST GONDOLA (REFER TO DOLLAR TREES FIXTURE PLAN.) — D INTERIOR ELEVATION A-2-2 SCALE: 1/4"= 1'-0" BALLOON CORRAL I -SLATWALL m OFFICE ELEVATION SCALE: 3/8" = V-0" PAINT YELLOW. 1X4 POPLAR WOOD PROVIDE CONT FIRE TREATED 2X4 WD LEDGER - ATTACH TO ADJACENT WALL @ 8" OC MAX. E. --------- _-- -I I — -, - -- -- - --- 6'1 — - o — 4'-0" ao OFFICE ELEVATION SCALE: 318" =1'-0" PROVIDE (FIRE TREATED)2X4 2 WD CENTER SUPPORT c� (D-- TRIM - PAINT WHIT I I I NOTCH TRIM AS 1X4 POPLAR REQ'D FOR GONDO WOOD TRIM - PAINT WHITE. ONE WAY VISION MIRROR GLASS ONE WAY (TEMPERED) VISION WHITE FRP MIRROR OUTSIDE CORNER. GLASS (TEMPERED) N ALMOND FRP I I I I I I I I I I I I I I ! I II I SLATWALL FINISH VINYL BASE VINYL BASE PROVIDE CONT FIRE TREATED 2X4 WD LEDGER - ATTACH TO ADJACENT WALL @ 8" OC MAX. E. --------- _-- -I I — -, - -- -- - --- 6'1 — - o — 4'-0" ao OFFICE ELEVATION SCALE: 318" =1'-0" PROVIDE (FIRE TREATED)2X4 2 WD CENTER SUPPORT c� (D-- WA FWA I I I � I I I I I I I I Ll. LL 0 - ui METAL FILE - = METAL FILE o CABINET j CABINET I I _ 0 I I N I I I I I I I I I I I I I I ! I II I I I I , ----------- L---- ---------- > L ----------- --------- - ----------- - - ------------ - LINE OF COUNTER ABOVE - HOLD (FIRE TREATED) 2X4 BACK 2X4 FRAMING AS REQ'D WD. SUPPORT FOR INSTALLATION OF COUNTER I. A EQ EQ n OFFICE ELEVATION SCALE: 318" =1'-0" PROVIDE (FIRE TREATED)2X4 2 WD CENTER SUPPORT c� (D-- WA FWA I I I � I I I I I I I I Ll. LL 0 - ui METAL FILE - = METAL FILE o CABINET j CABINET I I _ 0 I I N I I I I I I I I I I I I I I ! I II I I I I , ----------- L---- ---------- > L ----------- --------- - ----------- - - ------------ - LINE OF COUNTER ABOVE - HOLD (FIRE TREATED) 2X4 BACK 2X4 FRAMING AS REQ'D WD. SUPPORT FOR INSTALLATION OF COUNTER I. A EQ EQ n PLAN DETAIL SCALE: 1 1/2" =1'-0" 10'-0" LINE OF ADJACENT WALL (TYP) PROVIDE (FIRE TREATED)2X4 ENDCAP SUPPORT (EA SIDE TYP) - ATTACH @ 8" OC MAX. NOTE: SHELF FRAMING ABOVE SHALL BE SIMILAR - SEE ELEVATION. 1 -GANG BOX WITH 2" CONDUIT FOR SECURITY LAN CABLES 1 -GANG BOX WITH 2" CONDUIT FOR STORE LAN CABLES 3'-6"(H) x 2'-6"(W) 3/4" PLYWOOD BACKBOARD INSTALLED BY CONTRACTOR. TOP OF BOARD AT 8'-0" AFF. PAINT WHITE NOTE: EQUIPMENT RACK, SUPPLIED & INSTALLED BY DOLLAR TREE'S DATA CONTRACTOR 1 -GANG BOX WITH 1" CONDUIT FOR DIAL o BACK-UP & DSL CABLES co — ti o 1 -GANG BOX WITH 1" CONDUIT FOR OI PC, PHONE & DATA CABLES — _ — M DUPLEX RECEPTACLE (IG5362) WITH ISOLATED GROUND, DEDICATED CIRCUIT (TYP OF 3) NOTE: ALL CONDUIT SHALL BE INSTALLED INSIDE WALL TO EXTEND 6" ABOVE SALES FLOOR CEILING. ALL CONDUIT STUBS SHALL BE FINISHED WITH CONNECTOR/BUSHING AND HAVE PULL STRINGS INSTALLED. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. ALL CONDUIT & BOXES ARE DIMENSIONED TO CENTERLINE. CONTRACTOR SHALL LABEL TOP OF CONDUIT TO MATCH LABELS ON JACKS/JUNCTIONS BELOW. OFFICE ELEVATION SCALE: 3/8" =1'-0" PROVIDE 3/4" X 15" WHITE MELAMINE SHELF 21 /2" HOLE WITH GROMMENT. SEE ELEVATION FOR ADDITIONAL REQUIREMENTS - CONT (FIRE TREATED) 2X4 WD FRAME ATTACHED TO WALL PAINT FRAMING WHITE - PROVIDE PREFORMED WHITE LAMINATE COUNTER TOP WITH BACKSPLASH. (FIRE TREATED) 2X4 WD SUPPORT FRAME PAINT ALL FRAMING WHITE. — ATTACH FRAME TO ADJACENT WALL— PROVIDE VERT (FIRE TREATED) 2X4 WD FRAME SUPPORT AT CENTER OF COUNTER. ATTACH FRAME TO SLAB SECTION SCALE: 11/2" =1'-0" 1 -GANG BOX WITH 1-112" CONDUIT 3'-6"(H) x 2'-6"(W) 3/4" PLYWOOD — TOP OF SLATWALL FOR STORE PAGING CABLES BACKBOARD INSTALLED BY S GROUNDING BUS BAR 1" FROM RIGHT EDGE OF CONTRACTOR. TOP OF BOARD PROVIDE 10" WIDE 3/4" WHITE �,q BACKBOARD WITH #12 AWG (SOLID) COPPER AT 8'-0" AFF. PAINT WHITE MELAMINE SHELF. SUPPORT W/ SHELF �/y WIRE CONNECTED TO BUILDING GROUNDING 7 BRACKETS SYSTEM. INSTALL IN ACCORDANCE WITH LOCAL, STATE & NATIONAL CODES AND STANDARDS DUPLEX RECEPTACLE (IG5362) WITH ISOLATED DEDICATED CIRCUIT 1 -GANG BOX WITH 3/4" CONDUIT FOR PAGING PHONE. 1 -GANG BOX WITH 3/4" CONDUIT FOR OFFICE PAGING VOLUME CONTROL JUNCTION BOX FOR EMS OVERRIDE & SALES FLOOR LIGHTING SWITCH FT'll ❑ 6'-0" LONG PLUG MOLD WITH (2) DEDICATED PROVIDE 10" WIDE 3/4" WHITE MELAMINE SHELF. SUPPORT W/ SHELF BRACKETS. (CUT 30" OFF TOTAL & OFFSET SHELF TO RIGHT). PROVIDE (1)15" DEEP 3/4" WHITE MELAMINE SHELF SUPPORT WITH 2X4 WOOD CONSTRUCTION. PROVIDE (2) 2 1/2" DIA HOLES W/ GROMMETS FOR PRINTER & CCTV, (1) AT EACH END DIRECTLY ABOVE HOLES IN COUNTER. SEE ENLARGED OFFICE PLAN. 2X SUPPORT FRAMING ATTACHED TO WALL. 2-1/2" DIA HOLE W/ GROMMET CIRCUITS (CENTERED & MIN OF 8 RECEPT) t (TYP OF 2) PRE -FORMED WHITE LAMINATE 4" VINYL COVE BASE COUNTER - SUPPORT WITH 2X4 40 FILE CABINETS (SUPPLIED WOOD CONSTRUCTION. NOTE: CONTRACTOR SHALL LABEL ALL PHONE BY DOLLAR TREE) (3) 2X4 WD SUPPORT LEGS AT FRONT, JACKS/JUNCTIONS AS PER ELEVATION. CENTER AND WALL. REFER TO SECTION, 2X4 WD SILL SHOT TO FLOOR. NOTE' ALL LOW -VOLTAGE FACEPLATES AND ELECTRICAL AND DATA LOW -VOLTAGE WIRING WILL BE PROVIDED FINISHES, SHELVING AND CONSTRUCTION 0 ti N 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 I FAX (251) 343-9179 AND INSTALLED BY DOLLAR TREE'S DATA CONTRACTOR. PROVIDE Y CORNER BEAD 1X4 POPLAR WD TRIM - PAINT WHITE. PAINT OFFICE 2X FIRE TREATED WOOD INTERIOR BLOCKING WHITE. SLATWALL ONE LAYER 5/8" GWB EACH SIDE ON 3 5/8" (20 GA) METAL STUDS AT 16" OC. OFFICE SALES AREA 2X FIRE TREATED WOOD BLOCKING WOOD TRIM - 6'-5" OL PAINT WHITE. (MITER CORNERS) �-1X4 POPLAR WD TRIM - PAINT WHITE. ONE-WAY VISION TEMPERED MIRROR GLASS HEAD / JAMB DETAIL SCALE: 11/2" =1'-0" - 11121/14 ' � MMA REV. DATE DRN CHK DESCRIPTION DOCUMENT CONTROL r4"s DETAIL A-2.3 SCALE: 1 1/2" =1'-0" 3/4" SLATWALL ON GWB PROVIDE FRP OUTSIDE CORNER - WHITE. 5/8" GWB - PAINT YELLOW. 51-411 ADJUST LENGTH TO PROVIDE FASTENING TO EACH INTERMEDIATE STUD. r---:---� r---:---� r---r---� r---:---� r -------i r-- --- L L -------J L----- -J L -------J L ------J L -------J CLIP BOARD TYP —� r---:---� r---:---� r---;--- r---:--- r -------i r ---:----I L -------J L -------J L------ L---- -- L -------J L -------J 1X3 PINE TRIM - PAINT WHITE. #8 ROUND HEAD SCREWS 1 112" LONG TYP CLIPBOARD RACK ELEVATION SCALE: 314" =1'-0" r- D O d O O ATLANTIC BEACH, FL OFFICE DETAILS & ELEVATIONS PROJ. NO. 15105-33 DWG. NO. A-2.3 WA FWA I PROVIDE 10" WIDE 3/4" WHITE MELAMINE SHELF. SUPPORT W/ SHELF BRACKETS. (CUT 30" OFF TOTAL & OFFSET SHELF TO RIGHT). PROVIDE (1)15" DEEP 3/4" WHITE MELAMINE SHELF SUPPORT WITH 2X4 WOOD CONSTRUCTION. PROVIDE (2) 2 1/2" DIA HOLES W/ GROMMETS FOR PRINTER & CCTV, (1) AT EACH END DIRECTLY ABOVE HOLES IN COUNTER. SEE ENLARGED OFFICE PLAN. 2X SUPPORT FRAMING ATTACHED TO WALL. 2-1/2" DIA HOLE W/ GROMMET CIRCUITS (CENTERED & MIN OF 8 RECEPT) t (TYP OF 2) PRE -FORMED WHITE LAMINATE 4" VINYL COVE BASE COUNTER - SUPPORT WITH 2X4 40 FILE CABINETS (SUPPLIED WOOD CONSTRUCTION. NOTE: CONTRACTOR SHALL LABEL ALL PHONE BY DOLLAR TREE) (3) 2X4 WD SUPPORT LEGS AT FRONT, JACKS/JUNCTIONS AS PER ELEVATION. CENTER AND WALL. REFER TO SECTION, 2X4 WD SILL SHOT TO FLOOR. NOTE' ALL LOW -VOLTAGE FACEPLATES AND ELECTRICAL AND DATA LOW -VOLTAGE WIRING WILL BE PROVIDED FINISHES, SHELVING AND CONSTRUCTION 0 ti N 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 I FAX (251) 343-9179 AND INSTALLED BY DOLLAR TREE'S DATA CONTRACTOR. PROVIDE Y CORNER BEAD 1X4 POPLAR WD TRIM - PAINT WHITE. PAINT OFFICE 2X FIRE TREATED WOOD INTERIOR BLOCKING WHITE. SLATWALL ONE LAYER 5/8" GWB EACH SIDE ON 3 5/8" (20 GA) METAL STUDS AT 16" OC. OFFICE SALES AREA 2X FIRE TREATED WOOD BLOCKING WOOD TRIM - 6'-5" OL PAINT WHITE. (MITER CORNERS) �-1X4 POPLAR WD TRIM - PAINT WHITE. ONE-WAY VISION TEMPERED MIRROR GLASS HEAD / JAMB DETAIL SCALE: 11/2" =1'-0" - 11121/14 ' � MMA REV. DATE DRN CHK DESCRIPTION DOCUMENT CONTROL r4"s DETAIL A-2.3 SCALE: 1 1/2" =1'-0" 3/4" SLATWALL ON GWB PROVIDE FRP OUTSIDE CORNER - WHITE. 5/8" GWB - PAINT YELLOW. 51-411 ADJUST LENGTH TO PROVIDE FASTENING TO EACH INTERMEDIATE STUD. r---:---� r---:---� r---r---� r---:---� r -------i r-- --- L L -------J L----- -J L -------J L ------J L -------J CLIP BOARD TYP —� r---:---� r---:---� r---;--- r---:--- r -------i r ---:----I L -------J L -------J L------ L---- -- L -------J L -------J 1X3 PINE TRIM - PAINT WHITE. #8 ROUND HEAD SCREWS 1 112" LONG TYP CLIPBOARD RACK ELEVATION SCALE: 314" =1'-0" r- D O d O O ATLANTIC BEACH, FL OFFICE DETAILS & ELEVATIONS PROJ. NO. 15105-33 DWG. NO. A-2.3 PAINT WHITE. ONE-WAY VISION TEMPERED MIRROR GLASS HEAD / JAMB DETAIL SCALE: 11/2" =1'-0" - 11121/14 ' � MMA REV. DATE DRN CHK DESCRIPTION DOCUMENT CONTROL r4"s DETAIL A-2.3 SCALE: 1 1/2" =1'-0" 3/4" SLATWALL ON GWB PROVIDE FRP OUTSIDE CORNER - WHITE. 5/8" GWB - PAINT YELLOW. 51-411 ADJUST LENGTH TO PROVIDE FASTENING TO EACH INTERMEDIATE STUD. r---:---� r---:---� r---r---� r---:---� r -------i r-- --- L L -------J L----- -J L -------J L ------J L -------J CLIP BOARD TYP —� r---:---� r---:---� r---;--- r---:--- r -------i r ---:----I L -------J L -------J L------ L---- -- L -------J L -------J 1X3 PINE TRIM - PAINT WHITE. #8 ROUND HEAD SCREWS 1 112" LONG TYP CLIPBOARD RACK ELEVATION SCALE: 314" =1'-0" r- D O d O O ATLANTIC BEACH, FL OFFICE DETAILS & ELEVATIONS PROJ. NO. 15105-33 DWG. NO. A-2.3 2'-0" X 4'-0" SLATWALL WITH (3)10" X 2'-0" X 3/4" WHITE MELAMINE SHELF AND SUPPORT BRACKETS. - 36" GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) 18" VERTICAL MOUNTED GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) TWO ROLL TOILET PAPER N DISPENSER. (TYP OF 2 PER T WATER CLOSET). PROVIDE BLOCKING IN WALL AS REQ'D. A TOILET ELEVATION SCALE: 3/8" = 1'-0" 7' WRAP PIPES 6"-18"1 „ on AS REQUIRED L— MIN BY ADA. 2X6 FI AT EA LAG S MOPE MOUN FAUCE ADDIT MOPS. PLUME INFOR MOP SINK AND UTILITY CABINET ELEVATION SCALE: 3/4" =1'-0" co ICT FRP - SEE FINISH NOTES SHEET A-3.1. MIRROR ELECTRIC HAND DRYER VINYL BASE WATER HEATER - REFER TO PLUMBING PLAN FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL INSTALL STRAPPING AND BLOCKING. MAIN PAN - REFER TO PLUMBING PLANS STEEL ANGLE FRAME - REFER TO DETAIL 1/A-2.4 UTILITY CABINET - TENANT SUPPLIED (NSF APPROVED.) GPHIC - TENANT SL PPLIED. MOUNT AT 5'-0" MAX. AFF TO TOP OF GRAPHIC. FR.P TO 8'-0" AFF. REFER TO FINISH SCHEDULE. VINYL BASE - REFER TO FINISH SCHEDULE FRP - SEE FINISH NOTES SHEET A-3.1. MIRROR 18" VERTICAL MOUNTED GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) 42" GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D)- TWO EQ'D)-TWO ROLL TOILET PAPER DISPENSER. (TYP OF 2 PER WATER CLOSET). PROVIDE BLOCKING IN WALL AS REQ'D. VINYL BASE TOILET ELEVATION SCALE: 3/8"= 1'-0" OO co 9'-4"± 39" TO 41 " 2'-0" 'WATER HEATER MOUNTING DETAIL SCALE: 3/4" =1'-0" 12" NOTE: TOILET ACCESSORIES ARE DOLLAR TREE SUPPLIED - INCLUDING GRAB BARS, TOILET PAPER DISPENSER, MIRROR, HAND DRYER, AND SLATWALL. THE ELECTRIC HAND DRYER WILL NOT EXTEND MORE THAN 4" FROM THE WALL ON WHICH IT IS MOUNTED UNLESS IT HAS A LEADING EDGE AT OR BELOW 27" ABOVE FINISHED FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. CONTRACTOR SHALL COMPLY WITH PLANS AND HANDICAPPED CODES AND LAWS. CONTRACTOR SHALL VERIFY COMPLIANCE TO FLOOR PLAN, ENLARGED PLANS AND ELEVATIONS THIS SET. NOTIFY CONSTRUCTION PM WITH ANY DISCREPANCIES. FASTEN WATER HEATER TO WALL WITH TWO 11/2" GALVANIZED STRAPS POSITIONED 1/3 DOWN FROM TOP AND 1/3 UP FROM BOTTOM OF WATER HEATER. ATTACH TO BLOCKING WITH 1/4"0 X 11/2" WOOD SCREWS. 2X6 FIRE TREATED WOOD BLOCKING IN WALL (TYP. AT TWO LOCATIONS). 2X6 FIRE TREATED WOOD BLOCKING IN WALL WITH A34 FRAMING ANGLE TO STUD EACH SIDE AT EACH LOCATION (TYP). DRAIN PAN SET ON 28" x 36" x 3/4" FIRE TREATED PLYWOOD PLATFORM. REFER TO PLUMBING PLAN FOR ADDITIONAL INFORMATION. 1 1/2" X 11/2" X 1/8" STEEL ANGLE FRAME OF ALL WELDED CONSTRUCTION. PRIME AND PAINT SAFETY YELLOW. SECURE TO WALL WITH 1/2" 0 LAG SCREWS AT EACH SUPPORT FRP TO 8'-0" AFF. REFER TO FINISH SCHEDULE AND MOP SINK ELEVATION. REFER TO WALL CONSTRUCTION TYPES. IF WALL IS EXISTING CONSTRUCTION AND DOES NOT MEET OR EXCEED THESE REQUIREMENTS, NOTIFY THE PROFESSIONAL OF RECORD IMMEDIATELY. MOP SINK - REFER TO FLOOR PLAN AND PLUMBING PLAN FOR ADDITIONAL INFORMATION. HI -LO HANDICAP ACCESSIBLE DRINKING FOUNTAIN. l 4'-0" CLEAR CONTRACTOR SHALL OBTAIN A COPY OF THE WATER FOUNTAIN SPEC SHEET PRIOR TO WATER COOLER INSTALLATION. CONTRACTOR SHALL ROUGH IN ALL PLUMBING BASED ON THE WATER FOUNTAIN SPEC SHEET. FRP - SEE FINISH NOTES SHEET A-3.1.-\ VINYL BASE _ ROOF STRUCTURE HANGER WIRES. INSTALL PER MANUF SPECS. 2'X4' ACCOUSTICAL CEILING TILES AND GRID INSTALL PER MANUF SPECS. REFER TO REFLECTED CEILING PLAN FOR GRID LAYOUT, SHEET A-1.2 MAX STUD SPAN WITH A DEFLECTION OF U360 WITH A MAX. LOAD OF 5 PSF. 8�0 AFF ---- ----- 1'-3" CLR CLR Zn ¢ .2O v o a o cn "::I N CD , 1'-3" CLR CLR DRINKING FOUNTAIN ELEVATION SCALE: 3/8"= l' -O" 3 518" (20 GA) METAL STUDS AT 16" OC WITH ONE LAYER 5l8" WATER RESISTANT GWB ON TOILET SIDE ONLY. WATER RESISTANT GWB ON METAL STUDS. REFER TO SHEET A-1.1 FOR WALL TYPES. HALLWAY HILTI X -U (.157" 0) SHOT PINS W/ 11 /4" EMBED INTO THE SLAB TOILET @ 4' OC & 4" OFF EACH END OF INDIVIDUAL PIECE OF TRACK, TYP. NOTE: 1. REFER TO FINISH SCHEDULE FOR ALL FINISHES, SHEET A-3.1. 000'��('FII wn nFTAII a TnII FT / PAI I Ill/,&Y 'l.L FINISHED FLOOR. AFF ATTACHED WITH (2)-#12 TEK SCREWS AT EACH STUD. GWB ON METAL STUDS. REFER TO SHEET A-1.1 FOR WALL TYPES. BASE. REFER TO FINISH SCHEDULE, SHEET A-3.1 (TYP.) C? i EMPLOYEE COAT RACK- GC TO - -- _ SECURE AND INSTALL COAT RACK TO WALL PER MANUFACTURERS INSTRUCTIONS. INSTALL COAT ------- RACK ---- - RACK AT 48" AFF TO CENTER OF COAT RACK. REFER TO FLOOR PLAN FOR LOCKER LOCATION. I I COAT RACK ELEVATION SIDE EMPLOYEE AREA ELEVATION SCALE: 3/4" =1'-0" EMPLOYEE LOCKERS DOLLAR TREE SUPPLIED. GC TO SECURE AND INSTALL LOCKERS TO (FIRE RETARDANT) 2X4 STUDS. SECURE 2X4 STUDS TO WALL PER MANUFACTURERS INSTRUCTIONS. REFER TO FLOOR PLAN FOR LOCKER LOCATION. WALL AND CAP BEYOND. PAINT FOREST GREEN SCREW PLACEMENT- TYP OF (5). —PROVIDE (FIRE RETARDANT) 2X4 WD BLOCKING BEHIND LOCKER AND SECURE TO WALL. CUT 2X4 WD STUDS 4" SHORT AT EACH SIDE. SCREW LOCKER TO BLOCKING WITH A MINIMUM OF (5) 2" WOOD SCREWS. — 0 d - N M 2 A-2.5 4"-I,, �. ELEVATION x 3'-0" CLEAR 40 PROVIDE 1X6 CAP WITH ALL EDGES ROUNDED. PAINT FOREST GREEN. (FIRE RETARDANT) 3/4" MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD. ATTACH WITH 2 LIQUID NAILS AND FINISH NAILS PROVIDE CONT (FIRE RETARDANT) 2X4 A-2.5 WD LEDGER - ATTACH TO ADJACENT WALL @ 8" OC MAX. PAINT WHITE 5" 2" HOLE 3 A-2.5 LINE OF EMPLOYEE AREA WALL — PROVIDE (FIRE RETARDANT) 2X4 SUPPORT (EA SIDE TYP) - ATTACH @ 8" OC MAX. PAINT WHITE -- LINE OF (FIRE RETARDANT) 2X4 STUD WALL — (FIRE RETARDANT) 3/ 4" MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD WALL. ATTACH WITH LIQUID NAILS AND FINISH LINE OF COUNTER - HOLD BACK NAILS. PAINTED FOREST 2X FRAMING AS REQ'D FOR GREEN. INSTALLATION OF COUNTER 3'-0" CLEAR 3'-1 1/2" TO EDGE OF FRAMING PLAN DETAIL SCALE: 1 1/2"= V-0" CD y, Z z O � r xx r Y a k y X � Y u- u_ O u - w 2 A-2.5 4"-I,, �. ELEVATION x 3'-0" CLEAR 40 PROVIDE 1X6 CAP WITH ALL EDGES ROUNDED. PAINT FOREST GREEN. (FIRE RETARDANT) 3/4" MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD. ATTACH WITH 2 LIQUID NAILS AND FINISH NAILS PROVIDE CONT (FIRE RETARDANT) 2X4 A-2.5 WD LEDGER - ATTACH TO ADJACENT WALL @ 8" OC MAX. PAINT WHITE 5" 2" HOLE 3 A-2.5 LINE OF EMPLOYEE AREA WALL — PROVIDE (FIRE RETARDANT) 2X4 SUPPORT (EA SIDE TYP) - ATTACH @ 8" OC MAX. PAINT WHITE -- LINE OF (FIRE RETARDANT) 2X4 STUD WALL — (FIRE RETARDANT) 3/ 4" MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD WALL. ATTACH WITH LIQUID NAILS AND FINISH LINE OF COUNTER - HOLD BACK NAILS. PAINTED FOREST 2X FRAMING AS REQ'D FOR GREEN. INSTALLATION OF COUNTER 3'-0" CLEAR 3'-1 1/2" TO EDGE OF FRAMING PLAN DETAIL SCALE: 1 1/2"= V-0" CD 1 X 6 CAP WITH ALL z O � z 314" MDO PLYWOOD (FIRE RETARDANT) u- ATTACHED TO EACH STUD WITH u- u_ O u - w O o CL OF-- uj (FIRE RETARDANT) 2 X 4 WOOD ® O O p CV L[7 ti N M 2'-0" TO EDGE OF FRAMING REFER TO PLAN SECTION SCALE: 11/2" =1'-0" ROVIDE 3/4" X 15" WHITE IELLAMINE SHELF /OOD CORNER UARD. ONT (FIRE RETARDANT) 2X4 fD FRAME ATTACHED TO TALL PAINT FRAMING WHITE ROVIDE PREFORMED /HITE LAMINATE OUNTER TOP. 2" HOLE, REFER TO SECTION =- SINGLE GANG BOX W/ - - - - 3/4" CONDUIT STUB UP --- FOR DATA CABLE _ — 30" LONG PLUG MOLD C? WITH (1) 20 AMP CIRCUIT (CENTERED & MIN OF 4 RECEPTICLE'S) M M NOTE: REFER TO SECTION FOR ADDITIONAL INFORMATION 3 EMPLOYEE AREA SECTON •2.5 SCALE: 3/4" =1'-0" 1 X 6 CAP WITH ALL EDGES ROUNDED AND PAINTED FOREST GREEN 314" MDO PLYWOOD (FIRE RETARDANT) ATTACHED TO EACH STUD WITH LIQUID NAIL AND FINISH NAILS CONT. (FIRE RETARDANT) 2X WD. z FRAMING ATTACHED TO WALL. PAINT j ALL FRAMING WHITE u- it (FIRE RETARDANT) 2 X 4 WOOD u_ o STUDS @ 16' OC PAINT FOREST GREEN. C? BOTH SIDES co (FIRE RETARDANT) 2 X 4 SILL LIQUID NAILED AND SHOT TO FLOOR - FINISH FLOOR 3 EMPLOYEE AREA SECTON •2.5 SCALE: 3/4" =1'-0" TYP REAR DOOR ALARM MOUNTING DETAIL SCALE: 1/2" = 1'-0" 0 7" X 20" CHECKWRITER TYPICAL CHECKOUT SCALE: NOT TO SCALE CLEAN-OUT SLOT ADA CHECKWRITER BAG -RACK ADAPTER ` PRINTER PLATFORM ADA CHECKWRITER MAGNETS ATTACHED TO DOOR FRAME AND DOOR. LOW VOLTAGE WIRE MTD WITH WIRE CLIPS TIGHT TO DOOR FRAME. ACTIVE DOOR DETACHED ALARM SYSTEM (NON -DELAYED ALARM) SUPPLIED WITH LOW VOLTAGE WIRE AND DOOR MAGNETS. SUPPLIED BY DOLLAR TREE AND INSTALLED BY CONTRACTOR. PANIC BAR DEVICE. SUPPLIED BY DOLLAR TREE AND INSTALLED CONTRACTOR. ni irnlnnmirrn ELECTRICAL OUTLET 16" x 16" REMOVABLE PANEL w/ TWIST LOCKS 2-1/4" X 12-1/4" POWER POLE ACCESS HOLE — SC oc l�� CONTRACTOR SHALL INSTALL 8"x 8" "R" MALTESE CROSS SIGNAGE PER FAC 69A-60.0081. DECAL SHALL BE MOUNTED TO THE LEFT OF THE MAIN ENTRANCE STOREFRONT DOOR NO HIGHER THAN 6'-0" AFF AND NOT LOWER THAT 4'-0" AND WITHIN 2'-0" OF DOOR. I CASH DRAWER -� 24" MAX 7 9 in J ACCESSIBILITY DECAL @ STOREFRONT ENTRANCE SCALE: 1/2" =1'-0" 10 3/4" PRINTER PLATFORM CHECKWRITER NOTE: 1. CHECKOUTS ARE DOLLAR TREE SUPPLIED. 2. CHECKOUT AISLES SHALL COMPLY WITH 2010 FLORIDA BUILDING CODE ACCESSIBILITY EDITION 227 AND 904 3. PROVIDE SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN BLUE AND WHITE ABOVE THE CHECKOUT AISLE IN THE SAME LOCATION AS THE CHECKOUT NUMBER OR TYPE OF CHECKOUT IDENTIFICATION. ADJUSTABLE BAGWELL DECK OPEN STORAGE HINGED PANEL w/ FASTENER FOR ELECTRICAL ACCESS CONTRACTOR SHALL INSTALL 5"x 5" ENTRANCE ACCESSIBILITY DECAL ON STOREFRONT GLAZING. DECAL SHALL BE MOUNTED TO THE RIGHT OF THE MAIN ENTRANCE STOREFRONT DOOR (DO NOT MOUNT NEXT TO EXIT DOORS). 0 Eo NOTE: IF HARD SURFACE EXIST NEXT TO STOREFRONT ENTRANCE DOOR, CONTRACTOR SHALL SUPPLY AND INSTALL BACKER FOR DECAL TO ADHERE TO AND ATTACH TO HARD SURFACE AS REQUIRED. 2" DIAM. ALUM. RAIL WITH ROUND FLEXIBLE OR RIGID COVER. 00 M co (REFER TO PLAN FC F.F. ELEVATION NOTE: DOLLAR TREE SUPPLIED / CONTRACTOR INSTALLED SHOPPING CART BUMPER DETAIL SCALE: 1 1/2"= V-0" 2X4 SHELVING UNITS BOLTED TOGETHER. (2 SHOWN- REFER TO PLAN FOR QUANTITY) NOTE: DOLLAR TREE SUPPLIED / CONTRACTOR INSTALLED. ELEVATION 2X4 STOCKROOM SHELVING AND HELIUM TANK STORAGE RACK SCALE: 3/4" =1'-0" 5/8" WOOD SHELF (TYP) WOOD BLOCKING BEYOND FOR 2X4 SHELVING TO BE SECURED TO WALL. SCREW PLACEMENT AT 16" OC TYP. GC SHALL SCREW SHELVING UNITS TO 2x4 WOOD BLOCKING. HELIUM TANK STORAGE RACK — GALVANIZED STEEL PLATE FINISHED FLOOR SECTION STAINLESS STEEL END CAPS. WALL / STOREFRONT. STAINLESS STEEL SUPPORT STAINLESS STEEL. RECEPTACLE WITH RUBBER ANCHOR. DRILL HOLE INTO CONC. REFER TO MANUF. SPECS. nrn_-lnk i L _Of w - �O cid coo CL co b., rn U M m cn W N CV C� L1J M U M BAG -RACK ADAPTER ` PRINTER PLATFORM ADA CHECKWRITER MAGNETS ATTACHED TO DOOR FRAME AND DOOR. LOW VOLTAGE WIRE MTD WITH WIRE CLIPS TIGHT TO DOOR FRAME. ACTIVE DOOR DETACHED ALARM SYSTEM (NON -DELAYED ALARM) SUPPLIED WITH LOW VOLTAGE WIRE AND DOOR MAGNETS. SUPPLIED BY DOLLAR TREE AND INSTALLED BY CONTRACTOR. PANIC BAR DEVICE. SUPPLIED BY DOLLAR TREE AND INSTALLED CONTRACTOR. ni irnlnnmirrn ELECTRICAL OUTLET 16" x 16" REMOVABLE PANEL w/ TWIST LOCKS 2-1/4" X 12-1/4" POWER POLE ACCESS HOLE — SC oc l�� CONTRACTOR SHALL INSTALL 8"x 8" "R" MALTESE CROSS SIGNAGE PER FAC 69A-60.0081. DECAL SHALL BE MOUNTED TO THE LEFT OF THE MAIN ENTRANCE STOREFRONT DOOR NO HIGHER THAN 6'-0" AFF AND NOT LOWER THAT 4'-0" AND WITHIN 2'-0" OF DOOR. I CASH DRAWER -� 24" MAX 7 9 in J ACCESSIBILITY DECAL @ STOREFRONT ENTRANCE SCALE: 1/2" =1'-0" 10 3/4" PRINTER PLATFORM CHECKWRITER NOTE: 1. CHECKOUTS ARE DOLLAR TREE SUPPLIED. 2. CHECKOUT AISLES SHALL COMPLY WITH 2010 FLORIDA BUILDING CODE ACCESSIBILITY EDITION 227 AND 904 3. PROVIDE SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN BLUE AND WHITE ABOVE THE CHECKOUT AISLE IN THE SAME LOCATION AS THE CHECKOUT NUMBER OR TYPE OF CHECKOUT IDENTIFICATION. ADJUSTABLE BAGWELL DECK OPEN STORAGE HINGED PANEL w/ FASTENER FOR ELECTRICAL ACCESS CONTRACTOR SHALL INSTALL 5"x 5" ENTRANCE ACCESSIBILITY DECAL ON STOREFRONT GLAZING. DECAL SHALL BE MOUNTED TO THE RIGHT OF THE MAIN ENTRANCE STOREFRONT DOOR (DO NOT MOUNT NEXT TO EXIT DOORS). 0 Eo NOTE: IF HARD SURFACE EXIST NEXT TO STOREFRONT ENTRANCE DOOR, CONTRACTOR SHALL SUPPLY AND INSTALL BACKER FOR DECAL TO ADHERE TO AND ATTACH TO HARD SURFACE AS REQUIRED. 2" DIAM. ALUM. RAIL WITH ROUND FLEXIBLE OR RIGID COVER. 00 M co (REFER TO PLAN FC F.F. ELEVATION NOTE: DOLLAR TREE SUPPLIED / CONTRACTOR INSTALLED SHOPPING CART BUMPER DETAIL SCALE: 1 1/2"= V-0" 2X4 SHELVING UNITS BOLTED TOGETHER. (2 SHOWN- REFER TO PLAN FOR QUANTITY) NOTE: DOLLAR TREE SUPPLIED / CONTRACTOR INSTALLED. ELEVATION 2X4 STOCKROOM SHELVING AND HELIUM TANK STORAGE RACK SCALE: 3/4" =1'-0" 5/8" WOOD SHELF (TYP) WOOD BLOCKING BEYOND FOR 2X4 SHELVING TO BE SECURED TO WALL. SCREW PLACEMENT AT 16" OC TYP. GC SHALL SCREW SHELVING UNITS TO 2x4 WOOD BLOCKING. HELIUM TANK STORAGE RACK — GALVANIZED STEEL PLATE FINISHED FLOOR SECTION STAINLESS STEEL END CAPS. WALL / STOREFRONT. STAINLESS STEEL SUPPORT STAINLESS STEEL. RECEPTACLE WITH RUBBER ANCHOR. DRILL HOLE INTO CONC. REFER TO MANUF. SPECS. nrn_-lnk i ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 - 8" CSJ 14 GAUGE METAL STUDS @ 16" O.C. 1" CDX STRUCTURAL GRADE PLYWOOD SHEATHING --� 3 5/8" EXPANDED POLYSTYRENE BOARD INSULATION —� EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) T -O" MAPES LUMIDECK - HANGAR ROD J SUPPORTED SUPER ) 0 LUMIDECK HR, 2 3/4" DECK, FASCIA 'G', KYNAR FINISH, DIAMOND ESCUTCHEON PLATES, FRONT SCUPPER. (SEE DETAIL 4/A-2.1) PREFINISHED METAL DRIP EDGE LUMIDECK BOLT WELDED TO STEEL ANGLE - LUMIDECK HARDWARE TO BE INSTALLED PRIOR TO SHEATHING & EIFS (SEE STRUCTURAL) SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE STEEL ANGLE WELDED TO TUBE FOR ATTACHMENT OF LUMIDECK (SEE STRUCTURAL) ' HEAD H1 SCALE:3"=1'-0°<AV 6" CSJ 16 GAUGE METAL STUDS @ 1 16" O.C. WI R19 BATT INSULATION 5/8" GYPSUM BOARD - i r= 6"x6" 12 GAUGE BOX BEAM SEALANT & BACKER ROD (TYP) WOOD SHIM 3/8" 0 ANCHOR @ 18" O.C. 15/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS - i TEMPERED WHERE REQUIRED KAWNEER IR -501 CLEAR ANODIZED ALUMINUM FRAME 21/4" x 21/4" CONTINUOUS 12 GAUGE METAL CLIP ANGLE i 5/8" GYPSUM BOARD SCREWED TO BOX BEAM @ 12" O.C. FOR ANCHORING STOREFRONT CSJ 16 GAUGE METAL STUDS @ 1 -, 16 O.C. W/ R19 BATT INSULATION 518 NATIONAL GYPSUM SHEATHING (NOA #11-0606.03) = r% SEALANT & BACKER ROD (TYP) STEEL PLATE 4" SPLIT FACED CMU VENEER - (SEE STRUCTURAL) STACKED BOND TYVEK COMMERCIAL WRAP D WOOD SHIM N WEATHER BARRIER - � 3/8" 0 ANCHOR @ 18" O.C. 21/2" HB #345 GALVANIZED KAWNEER IR 501 CLEAR CORRUGATED BUCK ANCHOR @ ANODIZED ALUMINUM FRAME 16" x 16" O.C. 15/16" LOW -E CLEAR INSULATED 6" CSJ 16 GAUGE METAL STUDS @ 5" � DRY GLAZED IMPACT 16 O.C. RESISTANT GLASS - TEMPERED 1"EXTRUDED POLYSTYRENE STOREFRONT OFFSET WHERE REQUIRED BOARD INSULATION - 1518" FROM GRIDLINE 5" 8" CSJ 14 GAUGE METAL STUDS @ 16" O.C. 15/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT 140TE: RESISTANT GLASS - TEMPERED REFERENCE DETAIL 51A-2.1 FOR WHERE REQUIRED APPLICATION OF EIFS @ KAWNEER IR 501 CLEAR STOREFRONT JAMB 5 N ANODIZED ALUMINUM FRAME 15/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS -TEMPERED WHERE REQUIRED KAWNEER IR -501 CLEAR MULLION Kmi ANODIZED ALUMINUM FRAME 350 IR ALUMINUM DOOR SCALE: 3"=1'-0" �3.O 9/16" CLEAR LOW -E IMPACT 5" RESISTANT TEMPERED GLASS HEAD H2 SCALE:3"=1'-0" A-3.0 A NOTE: REFERENCE DETAIL 7/A-2.0 FOR ADJACENT CANOPY 6" CSJ 16 GAUGE METAL STUDS BLOCKING FOR FASTENING OF CANOPY - FASTEN TO STUDS W/ 11/2" x 11/2" 12 GAUGE CLIP W/ (2) #12 TEK SCREWS EACH SIDE ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03) EIFS FINISH OVER BASE COAT 8 MESH (NOA #11-0606.03)--- 4" EXPANDED POLYSTYRENE BOARD INSULATION 15/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS -TEMPERED WHERE REQUIRED KAWNEER IR -501 CLEAR ANODIZED ALUMINUM FRAME G" 15/16" LOW -E CLEAR INSULATED L c c I w LUcn z � o o� z � o� 0 �af LL_ w w o c� JAMB J1 SCALE: 3"=1'-0" A-3.0 9116" CLEAR LOW -E IMPACT RESISTANT TEMPERED GLASS 350 -IR ALUMINUM DOOR SWEEP STRIP ADA COMPLIANT ALUMINUM THRESHOLD GROUT THRESHOLD T1 SCALE: 3"=1'-0" �3.O 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION 5/8" GYPSUM BOARD 6"4" 12 GAUGE BOX BEAM D M - - - SEALANT & BACKER ROD (TYP) WOOD SHIM 318" 0 ANCHOR @ 18" O.C. 15/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS - TEMPERED WHERE REQUIRED KAWNEER IR -501 CLEAR ANODIZED ALUMINUM FRAME 21/4" x 21/4" CONTINUOUS 12 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM @ 12" O.C. FOR ANCHORING STOREFRONT 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03) EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) 4" EXPANDED POLYSTYRENE BOARD INSULATION ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. 8" CSJ 14 GAUGE METAL STUDS 16" O.C. NOTE: REFERENCE DETAIL 5/A-2.1 FOR APPLICATION OF EIFS @ STOREFRONT JAMB T-9" T-10" T-9" MULLIONM2 2112" H1 21/2" 2112" 21/2" SCALE:3"=1'-0" A-3.0 10'-0" T.O. FRAME `— 6" CSJ 16 GAUGE METAL STUDS @ SEE DETAIL 1/A-2.1 FOR EIFS DRY GLAZED IMPACT TEMPERED GLASS J4 TEMPERED GLASS RESISTANT GLASS -TEMPERED FINISH WHERE REQUIRED KAWNEER IR -501 CLEAR - ANODIZED ALUMINUM FRAME f:M 1 TEMPERED GLASS WOOD SHIM _ SEALANT & BACKER ROD (TYP n BOTH SIDES) SILL s1 SCALE: 3"=1'-0" CLEAR ANODIZED L c c I w LUcn z � o o� z � o� 0 �af LL_ w w o c� JAMB J1 SCALE: 3"=1'-0" A-3.0 9116" CLEAR LOW -E IMPACT RESISTANT TEMPERED GLASS 350 -IR ALUMINUM DOOR SWEEP STRIP ADA COMPLIANT ALUMINUM THRESHOLD GROUT THRESHOLD T1 SCALE: 3"=1'-0" �3.O 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION 5/8" GYPSUM BOARD 6"4" 12 GAUGE BOX BEAM D M - - - SEALANT & BACKER ROD (TYP) WOOD SHIM 318" 0 ANCHOR @ 18" O.C. 15/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS - TEMPERED WHERE REQUIRED KAWNEER IR -501 CLEAR ANODIZED ALUMINUM FRAME 21/4" x 21/4" CONTINUOUS 12 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM @ 12" O.C. FOR ANCHORING STOREFRONT 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03) EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) 4" EXPANDED POLYSTYRENE BOARD INSULATION ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. 8" CSJ 14 GAUGE METAL STUDS 16" O.C. NOTE: REFERENCE DETAIL 5/A-2.1 FOR APPLICATION OF EIFS @ STOREFRONT JAMB T-9" T-10" T-9" MULLIONM2 2112" H1 21/2" 2112" 21/2" SCALE:3"=1'-0" A-3.0 10'-0" T.O. FRAME `— 6" CSJ 16 GAUGE METAL STUDS @ SEE DETAIL 1/A-2.1 FOR EIFS M1M1 TEMPERED GLASS TEMPERED GLASS J4 TEMPERED GLASS TEMPERED H2 GLASS FINISH GLASS 16" O.C. W/ R19 BATT INSULATION DRAINAGE @ DRIP EDGE TEMPERED GLASS J4 TEMPERED GLASS f:M 1 TEMPERED GLASS IL TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS CLEAR ANODIZED 15/16" DRY GLAZED INSULATED IMPACT RESISTANT W/ LOW -E COATING B 2 KAWNEER IR -501 CLEAR ANODIZED 1 15/16' DRY GLAZED INSULATED IMPACT RESISTANT W/ LOW -E COATING 5/8" GYPSUM BOARD PREFINISHED METAL DRIP EDGE 8"x6" 12 GAUGE BOX BEAM (SEE STRUCTURAL) 3" x 4 5/8" CONTINUOUS 16 N I GAUGE METAL CLIP ANGLE SEALANT & BACKER ROD (TYP) SCREWED TO BOX BEAM WITH #12 TEK SCREW @ 16" O.0 WOOD SHIM KAWNEER IR -501 CLEAR � I ANODIZED ALUMINUM FRAME s I 3/8" 0 ANCHOR @ 18" O.C. 5" 15/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS -TEMPERED HEADrH STOREFRONT OFFSET 15/8" FROM GRIDLINE WHERE REQUIRED 3 SCALE:3"=1'-0" SILLS2 SCALE:3"=1'-0" A-3.0 1 5/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS -TEMPERED WHERE REQUIRED KAWNEER IR -501 CLEAR ANODIZED ALUMINUM FRAME SEALANT & BACKER ROD 318" 0 ANCHOR @ 18" O.C. WOOD SHIM ALUMINUM PAN FLASHING 21/4" x 2114" CONTINUOUS 12 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM @ 12" O.C. FOR ANCHORING STOREFRONT 5/8" GYPSUM BOARD 6"x6" 12 GAUGE BOX BEAM CAST STONE SILL TYPE 'A' - SEE A-4.0 FOR SCHEDULE NEOPRENE THRU-WALL FLASHING 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION PROVIDE HALF HEAD JOINT WEEPS @ 48" O.C. 518" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03) TYVEK COMMERCIAL WRAP D WEATHER BARRIER 1" EXTRUDED POLYSTYRENE BOARD INSULATION 21/2" HB #345 GALVANIZED CORRUGATED BUCK ANCHOR @ 16"x16"O.C. 4" SPLIT FACED CMU VENEER STACKED BOND J1 0'-0" B.O. FRAME ww z Lo o� z� o� 0 U_of U_ w LU oL0 C/)— JAMB J2 SCALE: 3"=1'-0" �3.O 30'-4" 6-0" T-9" T-10" T-9" H1 21/2" 21/2" 2112" H1 21/2" M1 TEMPERED GLASS M1M1 TEMPERED GLASS TEMPERED GLASS J4 TEMPERED GLASS TEMPERED H2 GLASS FINISH GLASS TEMPERED GLASS J4 TEMPERED GLASS f:M 1 TEMPERED GLASS IL TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS CLEAR ANODIZED 15/16" DRY GLAZED INSULATED IMPACT RESISTANT W/ LOW -E COATING B 2 KAWNEER IR -501 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION —� 518" GYPSUM BOARD 6"x6" 12 GAUGE BOX BEAM SEALANT & BACKER ROD (TYP) 1 WOOD SHIM 3/8" 0 ANCHOR @ 18" O.C. 15/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS -TEMPERED WHERE REQUIRED KAWNEER IR -501 CLEAR ANODIZED ALUMINUM FRAME 21/4" x 21/4" CONTINUOUS 12 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM @ 12" O.C. FOR ANCHORING STOREFRONT 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03) EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) 4" EXPANDED POLYSTYRENE BOARD INSULATION ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCi_// COAT OVER SHEATHING PER NOA# 11-0606.03 KAWNEER IR -501 CLEAR ANODIZED ALUMINUM FRAME - 1 5/16" LOW -E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS -TEMPERED WHERE REQUIRED STEEL REINFORCING AS REQUIRED 350 -IR ALUMINUM DOOR 9/16" CLEAR LOW -E IMPACT RESISTANT TEMPERED GLASS - 12'-2- 3'-9- T-10" T-9" 21/2" H3 21/2" 21/2" 21/2" Ah 10'-0" qV T.O. FRAME Lo J2 J2 4'-0" q B.O. FRAME N � rn S1 T1 - t TYPE 'A' IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM STOREFRONT ELEVATIONS 1 SCALE: 1/4"=V-0" A-3.0 GENERAL NOTE: NOTE: PILASTER CONDITION (J2) SHOWN TO LEFT FOR STOREFRONT TO RIGHT OF ENTRANCE. MIRROR J2 & J3 FOR STOREFRONT TO LEFT Or: CAITRAKWIC DIMENSIONS DO NOT TYPE V ACCOUNT FOR SHIMMING AT IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM PERIMETER OF STOREFRONT. STOREFRONT SCHEDULE MARK QTY. MANUFACTURER FINISH GLASS A 1 KAWNEER IR -501 CLEAR ANODIZED 15/16" DRY GLAZED INSULATED IMPACT RESISTANT W/ LOW -E COATING B 2 KAWNEER IR -501 CLEAR ANODIZED 1 15/16' DRY GLAZED INSULATED IMPACT RESISTANT W/ LOW -E COATING 21/2" J3 NOA NOTES: I 1. IMPACT RESISTANT STOREFRONT SYSTEM SHALL MEET MIAMI-DADE COUNTY PRODUCT { APPROVAL 11-0915.06. CONTRACTOR SHALL OBTAIN PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS. SUBMIT SHOP DRAWINGS WITH NOA CERITFICATION TO THE ARCHITECT AND CITY FOR APPROVAL AS REQUIRED 2. STOREFRONT DOOR, FRAME, AND HARDWARE SHALL MEET MIAMI-DADE COUNTY PRODUCT APPROVAL 11-1013.04. s CONTRACTOR SHALL OBTAIN PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS. SUBMIT SHOP DRAWINGS WITH NOA CERITFICATION TO THE ARCHITECT AND CITY FOR APPROVAL AS REQUIRED_. I s NOTE: REFERENCE DETAIL 5/A-2.1 FOR APPLICATION OF EIFS @ STOREFRONTJAMB JAMB n SCALE: 3"=1'-0" �3.O 31/2" JAMB J4 SCALE:3"=1'-0" �3.O mo DOOR SCHEDULE DOORS DOOR EL DETAILS FIRE RATE HDW FRM EL DOOR NOTES # W H T MATERIAL HEAD JAMB SILL NOTES 100 T-0" 6-8" 13/4" SOLID CORE WD D 1/A-3.1 1/A-3.1 - POLISHED CONCRETE 100A D 4 200 PR 3'-0" 7'-0" 13/4" HOLLOW METAL C 1/A-3.1 1/A-3.1 - 1 HR 200A E 2,4,6,8,14 300 3'-0" 6-8" 13/4" SOLID CORE WD D 1/A-3.1 11A-3.1 - WHITE - SHERWIN WILLIAMS PRO 200 LATEX 300C D 45 400 PR 3'-0" 7'-0" 13/4" HOLLOW METAL C 3/A-3.1 4/A-3.1 2/A-3.1 400A C 3,4,10,12,15 401 T-0" T-0" 13/4" HOLLOW METAL B 3/A-3.1 4/A-3.1 2/A-3.1 400C B 3,4,7,10,11,15 500 PR T-0" T-0" 1 3/4'" STOREFRONT A H2/A-3.0 J4/A-3.0 T1/A-3.0 PROVIDED AND INSTALLED BY CONTRACTOR. 500A A 1,9,10,13,15 DOOR NOTES 1. PROVIDE A SIGN POSTED ON THE EGRESS SIDE, ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND. 2. NEW DOORS - SUPPLIED BY DOLLAR TREE W/ PRE-INSTALLED BRUSHED ALUM COVER PLATE ON SALES AREA SIDE OF THE DOOR. 3. PROVIDE (ONE) PEEP HOLE TO VIEW OUT. MOUNT @ 5'-0" AFF. 4. PAINT DOOR AND FRAME W/ WHITE SEMI -GLOSS ENAMEL PAINT. FOR DOORS 400 & 401 PAINT INTERIOR WHITE AND SEE SHEET A-2.0 FOR EXTERIOR COLOR. 5. INSTALL DOLLAR TREE SUPPLIED SIGNAGE PER DETAIL A/A-3.1. 6. REINFORCE JAMBS WITH WOOD BLOCKING. 7. PROVIDE SIGNAGE THAT READS "EMERGENCY EXIT ONLY." 8. PROVIDE SIGNAGE THAT READS "EMPLOYEES ONLY." (9. PROVIDE HANDICAPPED ACCESSIBILITY DECAL AND MALTESE CROSS SIGNAGE. SEE DETAIL A/A-2.6. Jy/ 10. CONTRACTOR TO PROVIDE AND INSTALL DOOR SWEEP ON ALL EXTERIOR DOORS TO PREVENT WATER, WIND AND DEBRIS INFILTRATION. 11. DOOR, FRAME AND HARDWARE SUPPLIED BY DOLLAR TREE VENDOR SHALL MEET MIAMI-DADE COUNTY PRODUCT APPROVAL 12-0223.29. CONTRACTOR SHALL OBTAIN PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS. SUBMIT SHOP DRAWINGS WITH NOA CERTIFICATION TO THE ARCHITECT AND CITY FOR APPROVAL AS REQUIRED. 12. DOOR, FRAME AND HARDWARE SUPPLIED BY DOLLAR TREE VENDOR SHALL MEET MIAMI-DADE COUNTY PRODUCT APPROVAL 12-0223.30. CONTRACTOR SHALL OBTAIN PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS. SUBMIT SHOP DRAWINGS WITH NOA CERTIFICATION TO THE ARCHITECT AND CITY FOR APPROVAL AS REQUIRED. 13. ALUMINUM STOREFRONT DOOR SHALL MEET MIAMI-DADE COUNTY PRODUCT APPROVAL 11-1013.04. CONTRACTOR SHALL OBTAIN PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS, SUBMIT SHOP DRAWINGS WITH NOA CERTIFICATION TO THE ARCHITECT AND CITY FOR APPROVAL AS REQUIRED. FRAMING SHALL BE CLEAR ANODIZED TO MATCH STOREFRONT. 14. PROVIDE "C" LABEL DOOR AND FRAME PER UNDERWRITER'S LABORATORIES INC. 15. PROVIDE TACTILE EXIT SIGNAGE PER DETAIL B/A-3.1. GENERAL HARDWARE NOTES: 1. THRESHOLDS AT EGRESS DOORS SHALL BE NO MORE THAN 1/2" (MAX) HEIGHT AFF. 2. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34" (MIN) TO 48" (MAX) AFF AND SHALL BE "SINGLE-HANDED" OPERABLE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE. 3, WHERE EGRESS DOORS ARE USED IN PAIRS, THE UNLATCHING OF THE LEAF SHALL NOT REQUIRE MORE THAN ONE (1) OPERATION AS MENTIONED IN GENERAL HARDWARE NOTE #2 ABOVE. 4. CONTROLS AND OPERATING MECHANISMS SHALL BE LEVER -TYPE (OR EQUAL) PROVIDING OPERATION WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 5. THE FORCE REQUIRED TO ACTIVATE CONTROLS OF INTERIOR HINGED DOORS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). 6. DOORS EQUIPPED WITH CLOSERS SHALL BE ADJUSTED SO THAT THE SWEEP PERIOD FROM AN OPEN POSITION OF 70 DEGREES WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED FROM THE LEADING EDGE OF THE DOOR. 7. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS ARE PROHIBITED. ALL HARDWARE MUST BE DIRECT ACTING REQUIRING NO MORE THAN ONE OPERATION. DOUBLE CYLINDER DEAD BOLTS, REQUIRING A KEY FOR OPERATION ON BOTH SIDE, ARE PROHIBITED ON REQUIRED MEANS OF EGRESS DOORS UNLESS THE LOCKING DEVICE IS PROVIDED WITH A KEY WHICH CANNOT BE REMOVED WHEN THE DOOR IS LOCKED FROM THE INSIDE. HARDWARE NOTES HDW # 100A 1 1/2 PAIR HINGES: STANDARD WEIGHT 1 MECHANICAL PUSH BUTTON LOCKSET WITH LEVER HANDLE 1 CLOSER 1 FLOOR STOP HDW # 200A 3 PAIR HINGES: 41/2" HEAVY WEIGHT, BALL BEARING PINS 2 CLOSERS 1 COORDINATOR 1 PUSH - PULL LATCH SET 1 SET AUTOMATIC FLUSH BOLTS (ON INACTIVE LEAF) 1 DUSTPROOF STRIKE 1 STEEL ASTRAGAL 1 THRESHOLD (1/4" MAXIMUM HEIGHT) 1 SMOKE SEAL HDW # 300C 11/2 PAIR HINGES: STANDARD WEIGHT 1 PRIVACY SET WITH LEVER HANDLE 1CLOSER (FLOOR/WALL STOP IF SHIPPED WITH HARDWARE) HDW # 400A 3 PAIR HINGES: 41/2" HEAVY WEIGHT, NON- REMOVABLE PINS 1 NON -ALARMED, NON -KEYED PANIC BAR DEVICE: WITH STAND ALONE ALARM REFER TO DOOR ALARM MOUNTING DETAIL 2 OVERHEAD HOLDERS/STOPS (MAX 90°) 2 FLUSH BOLTS (ON INACTIVE LEAF) 1 DUST PROOF STRIKE 1 PEEP HOLE 1 ALUM THRESHOLD (1/2" MAX HEIGHT) 2 SWEEPS 1 WEATHER STRIP 1 RAIN DRIP 1 DOOR STOP 1 ASTRAGAL HDW # 400C 1 1/2 PAIR HINGES: STANDARD WEIGHT, NOW REMOVABLE PINS 1 NON -ALARMED, NON -KEYED PANIC BAR DEVICE: WITH STAND ALONE ALARM REFER TO DOOR ALARM MOUNTING DETAIL. 1 CLOSER WITH STOP ARM 1 PEEP HOLE 1 ALUM THRESHOLD (1/2" MAX HEIGHT) 1 SWEEP 1 WEATHER STRIP 1 RAIN DRIP HDW # 500A HINGES PER STOREFRONT MANUFACTURER (BY GENERAL CONTRACTOR) 2 CLOSERS WITH STOP ARM AND DROP PLATE 2 PUSH PLATES (BY GENERAL CONTRACTOR) 2 PULL HANDLES (BY GENERAL CONTRACTOR) 1 KABA CYLINDER (SUPPLIED BY DOLLAR TREE) 1 COMMERCIAL GRADE DEADLOCK W/ THUMB TURN ON SALES SIDE W/ 3 POINT LOCK AND AUTOMATIC FLUSH BOLTS TOP AND BOTTOM (SUPPLIED BY GENERAL CONTRACTOR) 1 THRESHOLD (1/2" MAX HEIGHT) 1 DUST PROOF STRIKE 6" X 9" PLAQUE W/ 4" HANDICAPPED PICTOGRAM, 3/4" COPY, GRADE II BRAILLE. MOUNT ON WALL @ 60" OC AFF 8" MAX FROM THE STRIKE SIDE DOOR JAMB. A SIGNAGE ELEVATION SCALE: NOT TO SCALE FINISH SCHEDULE SPACES FLOORS BASES WALLS CEILING NOTES SALES POLISHED CONCRETE ENTRY CARPET TILE 4" VINYL GWB-PAINT YELLOW /FRP ACT 1,2,3,4,5,7,9,11 STOCKROOM CONCRETE 4" VINYL GWB _-- 2,9 EMPLOYEE AREA CONCRETE - GWB / PLYWOOD --- 5,12 OFFICE POLISHED CONCRETE 4" VINYL GWB-PAINT WHITE --- 2,3,4,5,7,8 TOILET SHEET VINYL 6" SHEET VINYL FRP GWB-PAINT WHITE 4,5,6,7,9,10 HALLWAY POLISHED CONCRETE 4" VINYL GWB-PAINT WHITE/ FRP ACT 2,3,5,9,11 A, TACTILE EXIT SIGNAGE WITH 5/8" - 2" COPY AND GRADE II BRAILLE PER ANSI Al 17.1 SECTION 703 AND/OR NFPA 101 7.10.1.3 LATCH SIDE OF SINGLE DOOR OR RIGHT SIDE OF DOUBLE DOOR FL06RiVAJ SIGNAGE ELEVATION E: NTS 9'" R 2E 0 z ao u 0 0 0 m SEE FLOOR PLAN FOR WALL CONSTRUCTION TYPE. PROVIDE DOUBLE FRAMING AT HEAD & JAMB. WOOD BLOCKING CONTINUOUS SEALANT - BOTH SIDES HOLLOW METAL DOOR FRAME W/ JAMB ANCHOR - 3 PER JAMB DOOR AS SCHEDULED 1 HEAD / JAMB DETAIL 3.1 SCALE: 11/2" =1'-0" 5/8" PREFINISHED METAL DRIP EDGE (SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE) 3" x 4 5/8" CONTINUOUS 10 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM WITH #12 TEK SCREW @ 12" O.C. HOLLOW METAL FRAME - 3 HEAD DETAIL A-3.1 SCALE: 1112' = V-0" F.11 tel ; 41/4" 3" x 4" CONTINUOUS 10 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM WITH #12 TEK SCREW @ 12" O.C. HOLLOW METAL FRAME 4 JAMB DETAIL A-3.1 SCALE: 11/2" =1'-0" 9/16 LOW -E CLEAR TEMPERED IMPACT RESISTANT GLASS 15/16" LOW -E CLEAR INSULATED DRY GLAZED TEMPERED IMPACT RESISTANT GLASS CV N A-3.0 O DOOR FRAME ELEVATIONS SCALE: 1/4" =1'-0" 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-70731 FAX (251) 343-9179 H. MET FRAME 211 SEE SCHEDULE 2" HOLLOW METAL 1 oat,:DOOR FRAME - HOLLOW METAL DOOR GROUT ADA APPROVED ALUM THRESHOLD N - 31 /2" 5" r2_""\THRESHOLD A-3.1 SCALE: 3"=1'-0" NA -ADA HANDICAP 0 APPROVED DOOR ELEVATIONS SCALE: 1/4" =1'-0" d- i. MET/ RAME JAMB An^X/r At FLUSH STEEL DOOR 211 211 6'-0"' 12/12/14 ' "' MMA ADDED BRAILLE EXIT SIGNAGE PER FIRE COMMENT 11/21/14 TEH MMA REV. DATE DRN CHK DESCRIPTION DOCUMENT CONTROL 3" x 4" CONTINUOUS 10 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM WITH #12 TEK SCREW @ 12' O.C. HOLLOW METAL FRAME FLUSH orrrl nnnn 0 211 SEE SCHEDULE 211 N CV H. METAL1 H. METE FRAME -� A-3.1 FRAME 1 A-3.1 0 JAMB nr-1 ^lAJ At SOLID CORE W00^ E 211 211 61-011 0 DOQL��I [3 i�G3/�G ATLANTIC BEACH, FL INTERIOR DOOR & FINISH SCHEDULE & DETAILS PROJ. N0. 15101-33 DWG. N0. A-3.1 FINISH NOTES 1. CARPET TILE: MANUFACTURED BY INTERFACE FLOORING SYSTEMS AND SUPPLIED BY DOLLAR TREE. INSTALL TILES QUARTER TURNED AND PER DOLLAR TREE'S CRITERIA. ENTRY TILE: DECO RIB, STYLE #678609900. CONTRACTOR SHALL PREPARE FLOOR SURFACE AND COORDINATE CARPET INSTALLATION W/ CARPET INSTALLER. 2. VINYL COVE BASE: COLOR - BLACK. (VINYL BASE ONLY ON EXPOSED WALLS NOT COVERED BY GONDOLAS IN SALES AREA.) VINYL COVE BASE TO BE LOCATED IN STOCKROOM AT MOP SINK AND CABINET ONLY UON. 3. POLISHED CONCRETE F=LOOR ON SALES FLOOR AND OFFICE. POLISHED CONCRETE FLOOR BY DOLLAR TREE'S VENDOR. COORDINATE WITH DOLLAR TREE. 4. SLATWALL: 3/4" SLATWALL WITH WHITE MELAMINE FINISH. SEE MANUFACTURER'S DRAWINGS FOR INSTALLATION DETAILS. 5. PAINT COLORS ARE AS FOLLOWS: WHITE - SHERWIN WILLIAMS PRO 200 LATEX SEMI -GLOSS WHITE W/ B-1 PER GALLON. YELLOW - BENJAMIN MOORE PRODUCT 274 "LEMON SORBET" #2019-60 (EGGSHELL FINISH) FOREST GREEN - BENJAMIN MOORE PRODUCT 274 "FOREST GREEN" #2047-10 (EGGSHELL FINISH) GRAY- "ROCKY RIVER" #SW6215 SHERWIN WILLIAMS (SEMI GLOSS) 6. PAINT TOILET ROOM EX ERIOR WALLS WHITE. 7. SLATWALL SHALL BE PROVIDED BY DOLLAR TREE AND INSTALLED BY CONTRACTOR. ALL OTHER FINISHES SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 8. PROVIDE PREFORMED COUNTER WITH WHITE HIGH PRESSURE LAMINATE FINISH. MOUNT TO WALLS. FILING CABINETS PROVIDED BYDOLLAR TREE. SEE ENLARGED OFFICE PLAN AND OFFIC� ELEVATION. 9. F R P (FIBERGLASS REINFORCED PANEL,): IN TOILET ROOM FROM FLOOR TO 8'-0" AFF SHALL BE WHITE" COLOR (IN STOCKROOM BEHIND MOP SINK ONLY, IN HALLWAY BEHIND DRINKING FOUNTAIN ONLY.) FRP ON SALES FLOOR (WHERE NOTED ON PLANS/ELEVATIONS) SHALL BE ALMOND COLOR WITH "J" CHANNEL TRIM CAP AND "H" CHANNEL PANEL CONNECTORS. 10. SHEET VINYL: CLASSIC CORLON SERIES MANUFACTURED BY ARMSTRONG - CONNECTION CORLON "PORCELAIN" #88724 OR EQUAL, SHEET VINYL BASE: BY IN REGAL, 3/8" RADIUS, 6" HIGH COVED BASE W/ COVE S ICK AND EXTRUDED ALUMINUM CAP TRIM. 11. PROVIDE 2'-0" X 4'-0" CEILING TILE EQUAL TO ARMSTRONG "CORTEGA" MINABOARD #769, WHITE, IN A WHITE (METAL 11 6'-0" GRID. (IN AREAS WITH SIGNIFICANT AIR PRESSURE ALUM. DIFFERENTIALS PROVIDE RETENTION CLIPS TO RETAIN FRAME PANELS IN PLACE.) 12. PAINT EMPLOYEE AREA WALLS TO 4'-0" AFF "FOREST 15/16" LOW -E CLEAR M1 H1 GREEN". INSULATED DRY GLAZED �3.1/�A-3.0 ' TEMPERED IMPACT RESISTANT GLASS A, TACTILE EXIT SIGNAGE WITH 5/8" - 2" COPY AND GRADE II BRAILLE PER ANSI Al 17.1 SECTION 703 AND/OR NFPA 101 7.10.1.3 LATCH SIDE OF SINGLE DOOR OR RIGHT SIDE OF DOUBLE DOOR FL06RiVAJ SIGNAGE ELEVATION E: NTS 9'" R 2E 0 z ao u 0 0 0 m SEE FLOOR PLAN FOR WALL CONSTRUCTION TYPE. PROVIDE DOUBLE FRAMING AT HEAD & JAMB. WOOD BLOCKING CONTINUOUS SEALANT - BOTH SIDES HOLLOW METAL DOOR FRAME W/ JAMB ANCHOR - 3 PER JAMB DOOR AS SCHEDULED 1 HEAD / JAMB DETAIL 3.1 SCALE: 11/2" =1'-0" 5/8" PREFINISHED METAL DRIP EDGE (SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE) 3" x 4 5/8" CONTINUOUS 10 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM WITH #12 TEK SCREW @ 12" O.C. HOLLOW METAL FRAME - 3 HEAD DETAIL A-3.1 SCALE: 1112' = V-0" F.11 tel ; 41/4" 3" x 4" CONTINUOUS 10 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM WITH #12 TEK SCREW @ 12" O.C. HOLLOW METAL FRAME 4 JAMB DETAIL A-3.1 SCALE: 11/2" =1'-0" 9/16 LOW -E CLEAR TEMPERED IMPACT RESISTANT GLASS 15/16" LOW -E CLEAR INSULATED DRY GLAZED TEMPERED IMPACT RESISTANT GLASS CV N A-3.0 O DOOR FRAME ELEVATIONS SCALE: 1/4" =1'-0" 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-70731 FAX (251) 343-9179 H. MET FRAME 211 SEE SCHEDULE 2" HOLLOW METAL 1 oat,:DOOR FRAME - HOLLOW METAL DOOR GROUT ADA APPROVED ALUM THRESHOLD N - 31 /2" 5" r2_""\THRESHOLD A-3.1 SCALE: 3"=1'-0" NA -ADA HANDICAP 0 APPROVED DOOR ELEVATIONS SCALE: 1/4" =1'-0" d- i. MET/ RAME JAMB An^X/r At FLUSH STEEL DOOR 211 211 6'-0"' 12/12/14 ' "' MMA ADDED BRAILLE EXIT SIGNAGE PER FIRE COMMENT 11/21/14 TEH MMA REV. DATE DRN CHK DESCRIPTION DOCUMENT CONTROL 3" x 4" CONTINUOUS 10 GAUGE METAL CLIP ANGLE SCREWED TO BOX BEAM WITH #12 TEK SCREW @ 12' O.C. HOLLOW METAL FRAME FLUSH orrrl nnnn 0 211 SEE SCHEDULE 211 N CV H. METAL1 H. METE FRAME -� A-3.1 FRAME 1 A-3.1 0 JAMB nr-1 ^lAJ At SOLID CORE W00^ E 211 211 61-011 0 DOQL��I [3 i�G3/�G ATLANTIC BEACH, FL INTERIOR DOOR & FINISH SCHEDULE & DETAILS PROJ. N0. 15101-33 DWG. N0. A-3.1 0 ••:•a •.6Pytd ®.o l adasars � I' saraadr P� as � I OrardraOS � ' �i r�i6•.di'.dd+'Y • ii eel INw. • NON � • � daa.%Jrf ,I, ... " • as � �� rag f a � o 'Nall daddg rsr� 1 1 a `r✓ � �� '� : � :s STEEL BEAM (SEE STRUCTURAL) SIGNAGE (SIZE AND TYPE TO BE i COORDINATED WITH / ' SIGN VENDOR) SUPPLIED & INSTALLED / BY SIGN VENDOR _ (UNDER SEPARATE ' PERMIT) - SEE DETAILS T-0" MAPES LUMIDECK 3 & 4/A-2.1 / ' EIFS FINISH OVER BASE SUPER LUMIDECKHR, 2 3/4" COAT & MESH (NOA DECK, FASCIA 'G% KY NAR FINISH, STOREFRONT OFFSET 15/8" FROM GRID LINE #11-0606.03) PLATES, FRONT SCUPPER. (SEE PROVIDE HALF HEAD JOINT 8" DISCONTINUOUS 12 GAUGE ; BOX BEAM FOR ANCHORING OF LUMIDECK-LUMIDECK HARDWARE TO BE INSTALLED STEEL TUBE PRIOR TO SHEATHING & EIFS (SEE STRUCTURAL) GROUT FILL BELOW FLASHING 20 GAUGE GALVANIZED METAL PARAPET CAP CONTINUOUS 20 GAUGE GALVANIZED METAL CLEAT 60 MIL SURE -WELD REINFORCED TPO MEMBRANE SURE -WELD BONDING ADHESIVE 5/8" PLYWOOD SHEATHING 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. 8" CSJ 14 GAUGE METAL STUDS @ 16" O.C. STEELTUBE (SEE STRUCTURAL) - STEEL TUBE COLUMN BEYOND (SEE STRUCTURAL) - 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION TO ROOF LEVEL 2 LAYERS POLYISO ROOF INSULATION - R30 (MIN. 5" THICK) - 60 MIL SURE -WELD REINFORCED TPO MEMBRANE OVER BONDING ADHESIVE - 11/2" METAL ROOF DECK (SEE STRUCTURAL) - STEEL BAR JOIST (SEE STRUCTURAL) 12 (MINIMUM) 1/4 �- BOTTOM CHORD BRACING (SEE STRUCTURAL) TRACK UNDER BEAM TO BE 6" 16 GAUGE MAX TRAK SLT (CLARK DIETRICH) OR APPROVED EQUAL 1" CDX STRUCTURAL GRADE PLYWOOD SHEATHING - SIGNAGE TO BE LAG BOLTED TO PLYWOOD - INSTALLATION BY SIGN VENDOR - SEE DETAILS 3 & 4/A-2.1 -4- 8" CSJ 14 GAUGE METAL STUDS @ 16" O.C. I j-- 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION TILE CEILING (SEE REFLECTED CEILING PLAN) �- 6" CSJ 16 GAUGE METAL STUD @ EACH VERTICAL STUD WITH 5 #12 TEK SCREWS EACH SIDE (TYP) 5/8" GYPSUM BOARD 1 I WALL SECTION 1 SCALE: 3l4"=1'-0" A -1.0A 4.0 A-2.0 /- 20 GAUGE GALVANIZED METAL PARAPET CAP STEEL TUBE (SEE STRUCTURAL) �- 5/8" CDX PLYWOOD SHEATHING �- 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION TO ROOF LEVEL 2 LAYERS POLYISO ROOF INSULATION - R30 (MIN. 5" THICK) - 60 MIL SURE -WELD REINFORCED TPO MEMBRANE OVER BONDING ADHESIVE 11/2" METAL ROOF DECK (SEE STRUCTURAL) 12 bo (MINIMUM) 1/4 CAST STONE SCHEDULE /ik 18'-0" T.O. STEEL 2 'QA -5.0 SIMILAR ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 10'-0" B.O. BOX BEAM 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03)- EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) 4" EXPANDED POLYSTYRENE BOARD INSULATION ------- SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE ___\ 1" EXTRUDED POLYSTYRENE BOARD INSULATION PREFINISHED METAL DRIP EDGE CAST STONE SILL TYPE 'A' - SEE A-4.0 FOR SCHEDULE 4'-0" T.O. CAST STONE SILL 21/2" HB #345 GALVANIZED CORRUGATED BUCK ANCHOR @ 16"x 16" O.C. TYVEK COMMERCIAL WRAP D WEATHER BARRIER 4" SPLIT FACED CMU VENEER - STACKED BOND NEOPRENE THRU-WALL FLASHING PROVIDE HALF HEAD JOINT WEEPS @ 32" O.C. 0'-0" •1-2" ' CORRUGATED BUCK ANCHOR B.O. STEEL PLATE TYVEK COMMERCIAL WRAP D _ WEATHER BARRIER ' T-0" MAPES LUMIDECK 4" SPLIT FACED CMU VENEER - ' HANGAR ROD SUPPORTED SUPER LUMIDECKHR, 2 3/4" NEOPRENE THRU-WALL DECK, FASCIA 'G% KY NAR FINISH, STOREFRONT OFFSET 15/8" FROM GRID LINE DIAMOND ESCUTCHEON PLATES, FRONT SCUPPER. (SEE PROVIDE HALF HEAD JOINT ; WEEPS @ 32" O.C. DETAIL 4/A-2.1) 0'-0" STEEL TUBE ! _ • , , GROUT FILL BELOW FLASHING FOUNDATION (SEE STRUCTURAL) i (SEE STRUCTURAL) @ 16" O.C. EMBEDDED 3" MIN. INTO SLAB STEEL PLATE (SEE STRUCTURAL) ALUMINUM STOREFRONT SYSTEM - TYPE 'A' ' (SEE SHEET A-3.0) �s S 1 0'-0" FINISH FLOOR F_OUNDkTIONI(SEE STRUCTURAL) i I WALL SECTION 1 SCALE: 3l4"=1'-0" A -1.0A 4.0 A-2.0 /- 20 GAUGE GALVANIZED METAL PARAPET CAP STEEL TUBE (SEE STRUCTURAL) �- 5/8" CDX PLYWOOD SHEATHING �- 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION TO ROOF LEVEL 2 LAYERS POLYISO ROOF INSULATION - R30 (MIN. 5" THICK) - 60 MIL SURE -WELD REINFORCED TPO MEMBRANE OVER BONDING ADHESIVE 11/2" METAL ROOF DECK (SEE STRUCTURAL) 12 bo (MINIMUM) 1/4 CAST STONE SCHEDULE /ik 18'-0" T.O. STEEL 2 'QA -5.0 SIMILAR ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 10'-0" B.O. BOX BEAM 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03)- EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) 4" EXPANDED POLYSTYRENE BOARD INSULATION ------- SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE ___\ 1" EXTRUDED POLYSTYRENE BOARD INSULATION PREFINISHED METAL DRIP EDGE CAST STONE SILL TYPE 'A' - SEE A-4.0 FOR SCHEDULE 4'-0" T.O. CAST STONE SILL 21/2" HB #345 GALVANIZED CORRUGATED BUCK ANCHOR @ 16"x 16" O.C. TYVEK COMMERCIAL WRAP D WEATHER BARRIER 4" SPLIT FACED CMU VENEER - STACKED BOND NEOPRENE THRU-WALL FLASHING PROVIDE HALF HEAD JOINT WEEPS @ 32" O.C. 0'-0" •1-2" ' CORRUGATED BUCK ANCHOR ["1:1 TYVEK COMMERCIAL WRAP D _ BOTTOM CHORD BRACING (SEE STRUCTURAL) STEEL BEAM (SEE STRUCTURAL) STEEL BAR JOIST (SEE STRUCTURAL) TRACK UNDER BEAM TO BE 6" 16 GAUGE MAX TRAK SLT (CLARK DIETRICH) OR APPROVED EQUAL TILE CEILING (SEE REFLECTED CEILING PLAN) 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION 8"x6" 12 GAUGE BOX BEAM (SEE STRUCTURAL) 5/8" GYPSUM BOARD 6" CSJ 16 GAUGE METAL STUD @ EACH VERTICAL STUD WITH 5 #12 TEK SCREWS EACH SIDE (TYP) 8" CSJ 14 GAUGE METAL STUDS @ 16" O.C. 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION FINISH FLOOR j FOUNDATION (SEE STRUCTURAL) GROUT FILL BELOW FLASHING i 1/2" EXPANSION ANCHOR @ 16" O.C. EMBEDDED 3" MIN. INTO SLAB i WALL SECTION 2 SCALE: 3/4"=1'-0" A -1.0A 4.0 A-2.0 f Aviv, � STEEL CHANNEL (SEE STRUCTURAL) STEEL CHANNEL 1 (SEE STRUCTURAL) 6" CSJ 16 GAUGE METAL STUDS @ 1 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION 16" O.C. W/ R19 BATT INSULATION TO ROOF LEVEL I TO ROOF LEVEL 2 LAYERS POLYISO ROOF 2 LAYERS POLYISO ROOF - - - - ♦ INSULATION - R30 (MIN. 5" THICK) �- - - - - ♦ INSULATION - R30 (MIN. 5" THICK) 20'-0"jh " IRV T.O. STEEL 1 20-0 T.O. STEEL 1 i - 1 ' 1 11/2" METAL ROOF DECK i ' 1 11/2" METAL ROOF DECK 1 I 1 (SEE STRUCTURAL) i � 1 12 SIMILAR I 1 (SEE STRUCTURAL) 1 1 12 2 1 (MINIMUM) 1/4 1 (MINI 2 1 MUM) 1A -4.0 A-5.0 18'-0" 1 18'-0" 1 ' T.O. STEEL 1 1 jh T.O. STEEL 1 jh 17'-6" 17'-6" IV T.O. 1"EIFS REVEAL ♦ .- ♦ T.O. 1" EIFS REVEAL ♦ k 16'-9" n �'" 16'-9" T.O. 1" EIFS REVEAL T.O. 1" EIFS REVEAL iih 13'-4" IRV T.O. 1" EIFS REVEAL j 12'-7" MV T.O. 1" EIFS REVEAL 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION 5/8" GYPSUM BOARD ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03)- EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) ---, 4" EXPANDED POLYSTYRENE BOARD INSULATION SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE 1" EXTRUDED POLYSTYRENE BOARD INSULATION PREFINISHED METAL DRIP EDGE CAST STONE SILL TYPE'A' - SEE A-4.0 FOR SCHEDULE 21/2" HB #345 GALVANIZED ' CORRUGATED BUCK ANCHOR @ 16"x 16" O.C. TYVEK COMMERCIAL WRAP D 1 WEATHER BARRIER ' 4" SPLIT FACED CMU VENEER - ' STACKED BOND . NEOPRENE THRU-WALL FLASHING PROVIDE HALF HEAD JOINT ; WEEPS @ 32" O.C. 0'-0" FINISH FLOOR _ • , , GROUT FILL BELOW FLASHING FOUNDATION (SEE STRUCTURAL) i 1/2" EXPANSION ANCHOR @ 16" O.C. EMBEDDED 3" MIN. INTO SLAB WALL SECTION 3 SCALE: 3/4"=1'-0" A-1.0 A-4.0 A-2.0 13'-4" T.O. 1" EIFS REVEAL 12'-7" T.O. 1" EIFS REVEAL ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03)- EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) -� 8" EXPANDED POLYSTYRENE BOARD INSULATION --� SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE I" EXTRUDED POLYSTYRENE BOARD INSULATION PREFINISHED METAL DRIP EDGE CAST STONE SILL TYPE'B' - SEE A-4.0 FOR SCHEDULE T-0- T.O. CAST STONE SILL 41/2" HB #345 GALVANIZED CORRUGATED BUCK ANCHOR @ 16"x 16" O.C. TYVEK COMMERCIAL WRAP D WEATHER BARRIER 8" SPLIT FACED CMU - STACKED BOND NEOPRENE THRU-WALL FLASHING PROVIDE HALF HEAD JOINT WEEPS @ 32" O.C. --,,, 0'-0" BOTTOM CHORD BRACING (SEE STRUCTURAL) STEEL BEAM (SEE STRUCTURAL) STEEL BAR JOIST (SEE STRUCTURAL) TRACK UNDER BEAM TO BE 6" 16 GAUGE MAX TRAK SILT (CLARK DIETRICH) OR APPROVED EQUAL 1"x 1/2" DEEP EIFS REVEAL - SEE DETAIL 6/A-2.1 (TYP) TILE CEILING (SEE REFLECTED CEILING PLAN) 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT INSULATION 5/8" GYPSUM BOARD FINISH FLOOR \ ;\ GROUT FILL BELOW FLASHING FOUNDATION (SEE STRUCTURAL) 112" EXPANSION ANCHOR @ 16" O.C. EMBEDDED 3" MIN. INTO SLAB P WALL SECTION 4 SCALE: 314"=1'-0" A-1.0 A4.0 A-2.0 22'-0" T.O. STEEL A STEEL CHANNEL (SEE STRUCTURAL) STEEL CHANNEL 6" CSJ 16 GAUGE METAL STUDS @ Q ( (SEE STRUCTURAL) 16" O.C. W/ R19 BATT INSULATION , 6" CSJ 16 GAUGE METAL STUDS @ , TO ROOF LEVEL 16" O.C. W/ R19 BATT INSULATION ® ®. 2 LAYERS POLYISO ROOF TO ROOF LEVEL 20' 0" INSULATION - R30 (MIN. 5" THICK) 2 LAYERS POLYISO ROOF T.O. STEEL INSULATION - R30 (MIN. 5"THICK) , 60 MIL SURE-WELD REINFORCED TPO MEMBRANE OVER BONDING 60 MIL SURE-WELD REINFORCED I'll SIMILAR I ADHESIVE SIMILAR PARAPET WALL BEYOND - SEE TPO MEMBRANE OVER BONDING ` ADHESIVE DETAIL 2/A-2.1 FOR TERMINATION 2 1 1/2" METAL ROOF DECK 2 1 OF EIFS INTO ROOF MEMBRANE (SEE STRUCTURAL) 1 11/2" METAL ROOF DECK ON PARAPET WALL ' (SEE STRUCTURAL) 11/2" METAL ROOF DECK SLOPES WITH ROOF ( STEEL JOIST GIRDER (SEE STRUCTURAL) T.O. STEEL 17'-6" 1 ' (SEE STRUCTURAL) ' 17'-6" u r j T.O. 1"EIFS REVEAL 2 LAYERS POLYISO ROOF IRV`' ` INSULATION - R30 (MIN. 5" THICK) I T.O. 1 EIFS REVEAL ♦,.tea - ♦ SLOPES WITH ROOF e, _ ,.; , r3 T.O. STEEL 60 MIL SURE-WELD REINFORCED jh 16'-9"16'-9" TPO MEMBRANE OVER BONDING T.0.1" EIFS REVEAL STEEL BEAM W/ STEEL PLATE T.O. l" EIFS REVEAL > ADHESIVE12 ..� (SEE STRUCTURAL)1/4 (MINIMUM) ' 8" GALVANIZED METAL TRACK UNDER BEAM TO BE 6" STEEL BEAM W/ STEEL PLATE r', GUTTER 16 GAUGE MAX TRAK SLT ( (SEE STRUCTURAL) (CLARK DIETRICH) OR TRACK UNDER BEAM TO BE 6" APPROVED EQUAL ;„< ”' ` 164" _,',•<' 16 GAUGE MAX TRAK SLT ' STEEL BAR JOIST (CLARK DIETRICH) OR i;,., T.O. STEEL (SEE STRUCTURAL) APPROVED EQUAL STEEL BEAM (SEE STRUCTURAL) > 1"x 1/2" DEEP EIFS REVEAL - SEE DETAIL 6/A-2.1 (TYP) STEEL BAR JOIST n "~ (SEE STRUCTURAL) 6" CSJ 16 GAUGE METAL STUDS @ STEEL ANGLE BEYOND -- " 16" O.C. W/ R19 BATT INSULATION j (SEE STRUCTURAL)EAM 13'-4 16 GAUGE MAXCK UNDERBRAK SILT O BE 6" r 13 4 T.O. 1' EIFS REVEAL 5/8 GYPSUM BOARD " %" ,.,, STEEL BAR JOIST T.O. 1 EIFS REVEAL (CLARK DIETRICH) OR (SEE STRUCTURAL) APPROVED EQUAL r' TILE CEILING (SEE REFLECTED 12'-7" %" CEILING PLAN) I; Ah 12'-7" 1"x 1/2" DEEP EIFS REVEAL - BOTTOM CHORD BRACING Y T.O. 1" EIFS REVEAL > r T.O. 1" EIFS REVEAL SEE DETAIL 6/A-2.1 (TYP) y (SEE STRUCTURAL) 5/8" GYPSUM BOARD ADHERE EXPANDEDTILE CEILING (SEE REFLECTED 16" 16'0.C. WGDAUGE METAL STUDSN R19 BATT INSULATION' r.. > POLYSTYRENE BOARD OVER { CEILING PLAN) ' t WATERPROOF BARRIER FLUID , <: 4"x4" GALVANIZED METAL i r APPLIED TO HIGH-IMPACT 6" CSJ 16 GAUGE METAL STUDS @ DOWNSPOUT r' REINFORCED MESH SET IN i.., ; 16" O.C. W/ R19 BATT INSULATION ; Y\ + SCRATCH COAT OVER SHEATHING PER NOA# �' 5/8" GYPSUM BOARD GALVANIZED METAL i�DOWNSPOUT STRAP (TYP) 11-0606.03 ADHERE EXPANDED ADHERE EXPANDED '> ;,. 4" EXPANDED POLYSTYRENE ( POLYSTYRENE BOARD OVER POLYSTYRENE BOARD OVER ' BOARD INSULATION WATERPROOF BARRIER FLUID ;_% WATERPROOF BARRIER FLUID >>< APPLIED TO HIGH-IMPACT '"` . APPLIED TOHIGH-IMPACT `„`'� ' 3” x 3" EXPANDED POLYSTYRENE REINFORCED MESH SET IN REINFORCED MESH SET IN BOARD INSULATION" SCRATCH COAT OVER � „ ; SCRATCH COAT OVER t 5/8" NATIONAL GYPSUM SHEATHING PER NOA# ` SHEATHING PER NOA# 11-0606.03 .. 11-0606.03,a SHEATHING (NOA #11-0606.03) 5/8" NATIONAL GYPSUM ' 5/8" NATIONAL GYPSUM r 2" EXPANDED POLYSTYRENE <' BOARD INSULATION SHEATHING (NOA #11-0606.03) ' SHEATHING (NOA #11-0606.03) � " „ ' EIFS FINISH OVER BASE COAT & EIFS FINISH OVER BASE COAT & % STICK FABRICATED METAL MESH (NOA #11-0606.03) ` MESH (NOA #11-0606.03) CANOPY - SEE DETAIL 7/A-2.0 EIFS FINISH OVER BASE COAT & 1' 8" EXPANDED POLYSTYRENE 4" EXPANDED POLYSTYRENE MESH NOA #11-0606.03 EIFS FEAUX STOREFRONT ( ) ,: <;' BOARD INSULATION ' BOARD INSULATION �. FRAME BEYOND - SEE 8/A-2.0 SEE DETAIL 1/A-2.1 FOR EIFS SEE DETAIL 11A-2.1 FOR EIFS 3" x 3" EXPANDED SEE DETAIL 1/A-2.1 FOR EIFS DRAINAGE @ DRIP EDGE> DRAINAGE @ DRIP EDGE.. DRAINAGE @DRIP EDGE . POLYSTYRENE BOARD { 1" EXTRUDED POLYSTYRENE INSULATION - PROVIDE BEVEL < 1" EXTRUDED POLYSTYRENE BOARD INSULATION ;` :> ON TOP SURFACE W/ 1:2 SLOPE BOARD INSULATION l' ' B EXTRUDED POLYSTYRENE ; J + BOARD INSULATION PREFINISHED METAL PREFINISHED METAL PREFINISHED METAL DRIP EDGEDRIP EDGE .. 1 DRIP EDGE _ CAST STONE SILL TYPE'A' - CAST STONE SILL TYPE'B' - ;n ` CAST STONE SILL TYPE 'A' - SEE A-4.0 FOR SCHEDULE J%' ` SEE A-4.0 FOR SCHEDULE ;-<�i SEE A-4.0 FOR SCHEDULE 4'-0" 4 ,l 4'-0' 4,-0" T.O. CAST STONE SILL 9" T.O. CAST STONE SILL 1'-1" 9" } -i T.O. CAST STONE SILL ti y,, 21/2" HB #345 GALVANIZED `'" ` 41/2" HB #345 GALVANIZED - 21/2" HB #345 GALVANIZED > CORRUGATED BUCK ANCHOR CORRUGATED BUCK ANCHORCORRUGATED BUCK ANCHOR @ 16" x 16" O.C. >ry<,. 4 @ 16" x 16" O.C. TYVEK COMMERCIAL WRAP D,`''; TYVEK COMMERCIAL WRAP D TYVEK COMMERCIAL WRAP D , WEATHER BARRIER ; ,- <, WEATHER BARRIER <r" WEATHER BARRIER- y 4" SPLIT FACED CMU VENEER - \" , 8" SPLIT FACED CMU - ><:; 4" SPLIT FACED CMU VENEER - <' STACKED BOND ,,., STACKED BOND STACKED BOND i NEOPRENE THRU-WALL _ NEOPRENE THRU-WALL ` NEOPRENE THRU WALL ` FLASHING FLASHING FLASHING PROVIDE HALF HEAD JOINT PROVIDE HALF HEAD JOINT PROVIDE HALF HEAD JOINT ' " >.` WEEPS @ 32 O.C.rv`G, WEEPS @ 32" O.C. �':> ' WEEPS @ 32" O.C. 0'4" 01-0" 01-0. FINISH FLOOR FINISH FLOOR �' ` FINISH FLOOR FOUNDATION (SEE STRUCTURAL) FOUNDATION (SEE STRUCTURAL) FOUNDATION (SEE STRUCTURAL) GROUT FILL BELOW FLASHING - GROUT FILL BELOW FLASHING GROUT FILL BELOW FLASHING 1/2" EXPANSION ANCHOR I 1/2" EXPANSION ANCHOR ( 112" EXPANSION ANCHOR @ 16" O.C. EMBEDDED 3" MIN. @ 16" O.C. EMBEDDED 3" MIN. _ ; : @ 16" O.C. EMBEDDED 3" MIN. INTO SLAB I INTO SLAB I INTO SLAB WALL SECTION WALL SECTION_r2""TYPICAL AT EACH SIDE 3 WALL SECTION 3 A-1.0 A-4.1PILASTER - SEE STRUCTURAL SCALE: 3/4"=l'-O"SCALE: 3/4"=l'-O"A 1.0 A 4.1 OR ELEVATIONS FOR T.O. STEEL SCALE: 3l4"=1'-0" A-1.o A 4.1 A-2.0 A-2.0 A-2.0 &C oat . �%Fb e` PROVIDE (2) #12 x 314" SMS @ EA DOWN FLUTE WALL SECTION - CONSTRUCTION TYPE: 2 SCALE: V=T -0" WALL SECTION - CONSTRUCTION TYPE: 3 SCALE: 1" =1'-0" TYPICAL FIXTURE ATTACHMENT DETAIL SCALE: 1" =1'-0" CORRUGATED STEEL ROOF DECK CONSTRUCTION PROVIDE #8 WAFERHEAD FRAMING SCREWS EA SIDE PROVIDE (20 GAGE) 2112" LEG STANDARD "SLP -TRK" (SLOTTED) TOP TRACK FOR 1" DEFLECTION. 3 518" (20 GAGE) CONT BRACING STUD W/ (2) #8 SMS @ EACH STUD (SEE TABLE FOR REQUIRED LOCATIONS) --------- FILL VOID W/ MINERAL FIBER. 4 (2) 20 GA METAL STUD BLOCKS PER FIRE RATED GYPSUM COMPOUND INDIVIDUAL BRACING STUD (ONE @ EA END) OR FIRE CAULK W/ (3) #8 SMS FROM STUD & (3) #8 SMS FROM FIRE TRAK SHADOWLINE (OR EQUAL) GYPBOARD (6 TOTAL PER BLOCK) - LOCATE co N - POSI CLIPS (OR EQUAL) BLOCKS AT EACH SIDE OF SPLICE. FIRE TRAK SHADOWLINE - UL HW -D-0060 SUSPENDED ACOUSTICAL CEILING TILE - PERPENDICULAR TO METAL DECK W/ 1 REFER TO REFLECTED CEILING PLAN HR RATING AND 2" DEFLECTION FOR HEIGHT (SALES AREA SIDE ONLY) NOTE: (OR EQUAL) SHALL BE STANDARD ATTACHED WITH (2)-#12 "SLIP -TRACK" CONSTRUCTION MEETING TEK SCREWS AT EACH STUD. THE REQUIRED FIRE RATING. 3 5/8" (20 GAGE) METAL STUD JOIST WITH _ ONE LAYER 5/8" GWB WITH AND A DEFLECTION OF L/360 AND A MAX. LOAD OF 5 SUSPENDED ACOUSTICAL CEILING TILE - REFER PSF. _ TO REFLECTED CEILING PLAN FOR HEIGHT TOP OF JOIST BEYOND WHERE OCCURS PAINT YELLOW. SALES AREA ' [-� CONTRACTOR SHALL PROVIDE AND INSTALL 2X4 WD STUDS AS SHOWN NOTE: ATTACH GONDOLA FIXTURE UNITS PER MANUFACTURER'S — — --- — — — — — -- 8' 81011/-6 AND ATTACH TO FACE OF WALL AS REQUIRED. INSTRUCTIONS. PAINT YELLOW AT TOILET LOCATION AT HALLWAY LOCATIONtj METAL OR WOOD STUDS - USE 2X4 ACCOUSTICAL CEILING TILES 114 X 4 ZINC COATED TEK SELF AND GRID INSTALL PER MANUF SPECS. DRILLING SCREWS AT EACH SALES REFER TO REFLECTED CEILING PLAN STUD. METAL STUD AND GWB PARTITION - WALL STOCKROOM FOR GRID LAYOUT, SHEET A-1.2 I I MASONRY - USE HILTI 1/4" X 4" CONSTRUCTION TYPE: I I KWIK-CON II FASTENERS AT 24" 2 6" METAL STUD @ 16" OC WITH ONE LAYER METAL STUD AND GWB PARTITION - WALL i i OC. CONSTRUCTION TYPE: 5/8" TYPE "X" GWB EACH SIDE TO ROOF DECK. 0 FIRE TAPE ALL JOINTS. CONSTRUCTION3 6" 20 GAGE METAL STUDS @ 16" OC WITH FACE OF WALL - SEE WALL SHALL COMPLY WITH UL DESIGN #U465 FOR ONE LAYER 5/8" GWB TO ROOF DECK ON I I CONSTRUCTION TYPES FOR ONE HOUR FIRE RATING. SALES AREA / STOCKROOM SIDE AND ONE ADDITIONAL INFO. 0 LAYER 5/8" GWB TO FINISHED CEILING ON ti TOILET / HALLWAY SIDE. PLUMBING WALLS I I SALES AREA ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. I---— GONDOLA FIXTURE SUPPLIED BY DOLLAR TREE AND INSTALLED BY CONTRACTOR PER MANUF II PUBLISHED STANDARDS (TYP). HILTI X -U (.157" 0) SHOT PINS W/ 1 1/4" I (20 GA) SILL TRACK W/ "HILTI" SHOT PIN "DN" EMBED INTO THE SLAB @ 4' OC & 4" OFF NOTE: SEISMIC AREAS - SEE SERIES #X -DNI EMDED 11/4" X.145" DIA @ EACH END OF THE INDIVIDUAL PIECE OF I I 16" OC (OR EQUAL) TRACK, TYP. I STRUCTURAL DRAWINGS FOR - I ATTACHMENT REQUIREMENTS. DOLLAR TREE'S FLOOR FINISH DOLLAR TREE'S FLOOR FINISH L — — — — — — o I I EXISTING SLAB I SLAB AND DOLLAR TREE FLOOR FINISH EXISTING SLAB WALL SECTION - CONSTRUCTION TYPE: 2 SCALE: V=T -0" WALL SECTION - CONSTRUCTION TYPE: 3 SCALE: 1" =1'-0" TYPICAL FIXTURE ATTACHMENT DETAIL SCALE: 1" =1'-0" PRESSURE TREATED 2x4 RIPPED TO FIT SLOPE SECTION DETAIL SCALE: 3"=1'-0" 20 GAUGE GALVANIZED METAL PARAPET CAP PRESSURE TREATED 2x RIPPED TO FIT SLOPE GALVANIZED FASTENER @ 8" O.C. 12 (MINIMUM) 1/2 CONTINUOUS 20 GAUGE GALVANIZED METAL CLEAT EXPANDED POLYSTYRENElike.- If ---___..._.._: INSULATION SEALANT 7"x 3" CONTINUOUS 16 GAUGE METAL CLIP ANGLE FASTENED TO CHANNEL W/ #12 TEK SCREWS @ 12" O.C. EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) 6" CSJ 16 GAUGE METAL STUDS @ 16" O.C. W/ R19 BATT ;o INSULATION TO ROOF LEVEL ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT - REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 5/8" NATIONAL GYPSUM SHEATHING (NOA #1 1-0606.0; STEEL BEAM (SEE STRUCTURAL) BATT INSULATION (TYP) — 4" EXPANDED POLYSTYRENE BOARD INSULATION NOTE: SECTION DETAIL 2 REFERENCE DETAIL 7/A-2.1 FOR APPLICATION OF EIFS @ PARAPET SCALE: 3"=1'-0" A -4.0A-5.0 A-5.0 6" CSJ 16 GAUGE METAL STUD FOR LATERAL BRACING WITH 5 #12 TEK SCREWS EACH SIDE (TYP) 8" CSJ 14 GAUGE METAL STUDS @ 16" O.C. 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03) EXPANDED POLYSTYRENE INSULATION EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) ADHERE EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER FLUID APPLIED TO HIGH -IMPACT REINFORCED MESH SET IN SCRATCH COAT OVER SHEATHING PER NOA# 11-0606.03 - 5/8" CDX PLYWOOD - 20 GAUGE GALVANIZED METAL PARAPET CAP - STEEL CHANNEL (SEE STRUCTURAL) - GALVANIZED FASTENER @ 8" O.C. - CONTINUOUS 20 GAUGE GALVANIZED METAL CLEAT - SEALANT - #12 TEK SCREWS STAGGERED @ 12" O.C. - 5/8" CDX PLYWOOD - PRESSURE TREATED 2x6 RIPPED TO FIT - 5/8" CDX PLYWOOD SHEATHING - 60 MIL SURE -WELD REINFORCED TPO MEMBRANE - SURE -WELD BONDING ADHESIVE - FASTENER & PLATE - MAX 12" O.C. - 1112" MINIMUM HOT AIR WELD 12 (MINIMUM) 1/4 1/8" CUT -EDGE SEALANT BEAD 60 MIL SURE -WELD REINFORCED TPO MEMBRANE 2 LAYERS POLYISO ROOF INSULATION - R30 (MIN. 5" THICK) SURE -WELD BONDING ADHESIVE 11/2" METAL ROOF DECK (SEE STRUCTURAL) BENT PLATE (SEE STRUCTURAL) STEEL BAR JOIST (SEE STRUCTURAL) 3"x 1 112" CONTINUOUS 16 GAUGE METAL CLIP ANGLE SCREWED TO STEEL BEAM @ 16" O.0 FOR ANCHORING GYPSUM BOARD 5/8" GYPSUM BOARD 60 MIL SURE -WELD REINFORCED TPO MEMBRANE SURE -WELD BONDING ADHESIVE - 2 LAYERS POLYISO ROOF INSULATION - R30 (MIN. 5" THICK)- 1" MINIMUM CARLISLE WATER CUT-OFF MASTIC UNIVERSAL SINGLE -PLY SEALANT BENT PLATE (SEE STRUCTURAL) GALVANIZED FASTENER @ 6" O.C. (TYP) METAL TERMINATION BAR 8" GALVANIZED METAL GUTTER PRESSURE TREATED 2x BOLTED TO ANGLE @ 24" O.C. 11/2" METAL ROOF DECK (SEE STRUCTURAL) — STEEL BAR JOIST (SEE STRUCTURAL) — STEEL BEAM (SEE STRUCTURAL) 3" x 11/2" CONTINUOUS 16 GAUGE METAL CLIP ANGLE SCREWED TO STEEL BEAM @ 16" O.0 FOR ANCHORING GYPSUM BOARD / SHEATHING (EACH SIDE) BATT INSULATION (TYP) 4"x4" GALVANIZED METAL DOWNSPOUT EIFS FINISH OVER BASE COAT & MESH (NOA #11-0606.03) —� 4" EXPANDED POLYSTYRENE BOARD INSULATION 5/8" NATIONAL GYPSUM SHEATHING (NOA #11-0606.03)---' ® I� 61/8" p 5/8" GYPSUM BOARD - SEAL TOP EDGE TO DECK 12 1/4(MINIMUM) SECTION DETAIL 3 SCALE: 3"=1'-0" A-4.1 A-5.0 A-5.0 ROOF PLAN SCALE: 1/8"=1'-0" N USE ONE C SHEET OF REINFORCI TO WRAP {... ROOF CURB AXONOMETRIC 1134" OUT TO OUT OF CMU VENEER SCALE: NOT TO A SCALE 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 BILCO TYPE'S -20'36"x 30" ROOF 7!5 MMA HATCH ROOF CURB 12-12-14 BILCO TYPE'S -20'36" x 30" ROOF ADDED CANOPIES PER PLANNING COMMENT HATCH FRAME MMAMMA BILCO POLYISO CURB INSULATION DATE DRCH 60 MIL SURE -WELD REINFORCED 60 MIL SURE -WELD REINFORCED TPO MEMBRANE TPO MEMBRANE -WRAP 10 CONTINUOUS AROUND CURB SURE -WELD BONDING ADHESIVE SURE -WELD BONDING ADHESIVE 2 LAYERS POLYISO ROOF INSULATION - R30 (MIN. 5" THICK) I 1 1/2" MINIMUM HOT AIR WELD 1112" METAL ROOF DECK 1/8" CUT -EDGE SEALANT BEAD f— (SEE STRUCTURAL) FASTENER & PLATE - NOTE: MAX. 12" O.C. SET CURB IN PLACE (SPOT WELD AT CORNERS IF 1" #12 SCREW @ 6" O.C. NEEDED) & SET DECK OVER CURB. SCREW DOWN THRU THRU ANGLE DECK & CURB & INTO ANGLE @ EVERY CORRUGATION. 1/4"x 4"x 4" STEEL ANGLE 5 ROOF HATCH CURB DETAIL 6 A-5.0 SCALE: 3"=l'-0" k A-5.0 1-30-15 7!5 MMA RAISED CENTER BAY OF SIDE PARAPETS PER COMMENT 12-12-14 MMA MMA ADDED CANOPIES PER PLANNING COMMENT 11-21-14 MMAMMA DATE DRCH DESCRIPTION DOCUMENT CONTROL 19 N Q' W W Z W M 2 U U- C? O H ED O O H O 4 bo co co M L9 F_ N �� DO9=9=AG__ - 1 700 E ATLANTIC BEACH, FL ROOF PLAN & SECTION DETAILS PROJ. NO. 1405-137 1 DWG. NO. A-5.0 MEGHAN I GAL - FLUMB I NC LEC END I INDICATES FL.A6 NOTE FULL RADIUS ELBOW CONCENTRIC REDUCER ECCENTRIC REDUCER 0 FIRE DAMPER (PROVIDE ACCESS DOOR) 0 SMOKE DAMPER (PROVIDE ACCESS DOOR) Q COMBINATION FIRE/SMOKE DAMPER (PROVIDE f ;CCE55 DOOR) MANUAL VOLUME DAMPER M - MOTORIZED VOLUME DAMPER 450 ENTRY TAKEOFF FITTING MITERED ELBOW W/TURNIN6 VANES — DUCT SMOKE DETECTOR INSULATED FLEX DUCT H/1-)AMPERED ROUND TAKEOFF FITTING WITH SCOOP DUCT SIZE IN INCHES ry(CLEAR IN51DE DIMEN51ON5) RECTANGULAR -TO -ROUND (OR OVAL) TRANSITION QO° BRANCH450 BRANCH FITTINGS FITTINGS 0 'SO (2 PLG5) (2 PLG5) Oliver o Little o Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com 0 'En 'neering, Inc. a FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 D 'Date. �- CONCENTRIC REDUCER ' " �/ 8 b EF 12" 12" v ELBow Dowty G_ TOILET F- t7- 1400IOXB 1 EXISTING DUCT j 235 12u Q W/IOXB TO 6x14 LINED 771HALL GAP NEW DUCT I / I RA TO RTU -I 4 2 12 12 \ I -12 cl&A2 – F F – — — – GOLD HATER (GH) 450 12" A-12 J 26x14 : –' oLIJ 6" FIRE MAIN — — HOT WATER (HW) I 450 I--- A-12 r— A-12 A-12 (SEE SITE PLAN) 400 400 10x8 TO HALL GAP I 0 DRAIN/WASTE (D) A.9 L_ o --450 i ` I 12" 12" 12„ ------ VENT (\Y/) _ 12"12" i O I 18x144 ( IbxI4 SPRINKLER No NATURAL GAS (116) _ L — —6*RTU30x14 RTU L -- — — — RISER 26x14ST STORM HATER (ST) I1,2,3,4 GO2Z 3 n `"� SUPPLY AIR DEVICE I K 12 ICi1 12" 12" N G- RETURN/EXHAUST AIR GE1/IGE I A-12 " A-12 �x 360 (TYP. 5 PLG5.) _ _ ® I 500 U 450 STO ROOM-I�GYED NOTES OEM12SUPPLY AIR DUCT, UP, DOIdN A-12 //A- `150 400 0 K�CONTRACTOR SHALL INSTALL NEW DOLLAR TREE PROVIDED HVAC UNIT, ® I A-12 PROVIDE AND INSTALL NEW CURB, PROVIDE NEW OPENING AND RETURN/EXHAUST DUCT UP, DG -'BUJ I STRUCTURAL SUPPORT PER STRUCTURAL DRANINO5. CONTRACTOR ® I 400 I SHALL PROVIDE AND INSTALL NEN DUGTHORK, CONTROLS, AND I ACCESSORIES AS INDICATED ON THE PUNS, SCHEDULE, AND NOTES. ® AIR PATTERN (3 -HAY SHOWN, AGSLIME I i 3b RTU IG1 ~ 4 -WAY IF NOT OTHERWISE INDIGATE) I I PROVIDE AND INSTALL DUGTWORK IN STOCKROOM AT 12'+/- AFF. 12 12 VERIFY INSTALLATION, ROUTING, AND GLEARANGE PRIOR TO START OF x I 16" DEEP OPEN RETURN WORK. CONCENTRIC DIFF�tSEr? I J 6x14 LINED w/ 1/2" GALV. SCREEN I _ R� RA TO RTU -3 ff 4 K ADJUST DIFFUSER ABOVE OFFICE AREA FOR FULL VERTICAL A-12 – DISCHARGE INTO OFFICE BELOW. —dQ— BALL VALVE r 4 r– C_–-- A-12 r L–, rl— BUTTERFLY VALVE __ § _ 500 450 I D 400 I A-12 – – �GONTRACTOR SHALL INSTALL DOLLAR TREE PROVIDED CO2 SENSOR ON —fl4— GATE VALVE 1ax14 I� I 30x14 �I Ibxl4 400 24x1 COLUMN AT 6 O A.F.F. THIS SENSOR SHALL CONTROL RTU -I, 2, 3, ff 4. `C. _ — — _- — J 16�c1— _ — — — — SEE EMS SYSTEM SHEETS FOR MORE INFORMATION. PLUG VALVE RN 26x14 14x10 �y 12 12" 2 12 12" A-12 12" STRAINER P4ITH SLOWDOWN VALVE K 400 UNION 12 12" 12" 12" © OAS METER _ 12" 25'-10" ® CONNECT TO EXISTING C.6 A-12 A -1O 450 400 AIR DEVICE GALLOUT -NECK SIZE AND GFM NOTE- HVAC TEMPERATURE SENSOR: A-12 A-12 A-12 A-12 EMPLO E AREA CONTRACTOR SHALL EF EQUIPMENT NUMBER TAG 450 `100 400 400 SENSOR MOUN NO DERTEA�L FOR PLACEMENTER To THE RAND� 1 INSTALLATION INSTRUCTIONS PRIOR TO INSTALLING. G02 I CARBON DIOXIDE SENSOR WITH .......... __ . _e ASSOCIATED EQUIPMENT NUMBER ((o'± AFF) __ _ _ _:. .:_ ....... SD DUCT SMOKE DETECTOR I I I -._ -----------J L-----------�------------ AG AIR CONDITIONER AFF ABOVE F iNISHEI7 FLOOR BFP 5AGKFL0IN PRE',/ =NTER GD COIL CONDENSATE DRAIN 33' -II" 30'-O" 31'-O" NOTE GONTRAGTOR: DUGTWORK SHALL BE 51ZED AND INSTALLED A5 FGO FLOOR GLEANOUT INDICATED ON CONTRACT DOGUMENT5. NO EF EXHAUST FAN CHANGES 5HALL BE MADE WITHOUT PRIOR FD FLOOR DRAIN WRITTEN APPROVAL FROM DEVELOPER. FAILURE GALV GALVANIZED TO DO 50 5HALL RESULT IN GONTRAGTOR H HEATER REMOVING IN5TALLED 5Y5TEM AND REPLAGIN6 WITH NEW A5 SHOWN AT NO ADDITIONAL G05T HB HOSE BIBS TO DOLLAR TREE. LAV LAVA MBH BRITISH THERMAL UNIT PER HOUR X 100 MECH MECHANICAL NG NATURAL GAS NIG NOT IN CONTRACT NTS NOT TO SCALE OA OUTSIDE AIR RA RETURN AIR �� SA SUPPLY AIR OQ 55 SANITARY SERER TP TRAP PRIMER SCALE: I/8°=I'-O° ,a'. ry!.'```��,�®; % DOLL�I�L,�1G�1 �[n]LSIS TYP TYPICAL NORTH ` , UH UNIT HEATER 3 1-30-15 TWL TWL ADD SPRINKLER SYSTEM VTR VENT THRU ROOF NC HATER CLOSET 11�Zv1a BSD AGrr ATLANTIC BEACH, FL wco HALL CLEANOUT 3901SPRINGHILLAVENUE REV. DATE DR CHK DEscRIPTION HVAC PLAN, KEYED NOTES, & LEGEND WG WATER COLUMN MOBILE, ALABAMA 36608 DOCUMENT CONTROL WH WATER HEATER (251)344-7073 /FAX (251)343-9179 PROJ. NO. 615114 DWG. NO. MP -1, VENTILATION ROOFTOP AG UNIT SCHEDULE MARK MANUFACTURER MODEL AIRFLOW EER NOMINAL ESP (IN WG) SUPPLY AIR OUTSIDE AIR ENTERING AIR GOOLING CAPACITY (MBH @ a5° F) AUXILIARY ELECTRICAL MGA/MOGP ACCESSORIES UNIT WEIGHT DB (F) WB (F) TOTAL SENSIBLE Rate Occcupant Density I, 2, 3, 4, 5 Zone Distribution TONS Ventilation (GFM) (GFM) (MIN/MA>,, GFM) HEAT (1<4 (V/Ph/Hz) Unit Occupancy Category (LBS) RTU -I CARRIER 50HGD08 DOWNFLOW 12.2 OA Flow 7.5 1.0 2850 300/100 80 67 a3.3 72.2 12 208!3/60 51/60 1,2,3,4,5,6,7,8 1050 RTU -2 CARRIER 50HGD08 DOWNFLOW 12.2 ZURN MODEL #Z-415 7.5 1.0 2800 300/100 80 67 a3.3 72.2 12 208/3/60 51/60 1,2,3,4,5,6,7,8 1050 RTU -3 CARRIER 50HGAO-7 DOWNFLOW 12.2 --- 6 1.0 2400 200/500 80 67 75.2 58.1 12 208/3/60 51.1/60 1,2,3,4,5,6,7,8 850 RTU -4 CARRIER 50HGAO7 DOWNFLOW 12.2 TP -I b 1.0 2400 200/500 80 67 75.2 58.1 12 208/3/60 51.1/60 1,2,3,4,5,6,7,8 850 RTU -5 CARRIER 50HGAO& DOWNFLOW 15.2 SEER 0.12 5 1.0 2000 300 80 67 60.4 48 12 208/3/60 51/60 1,2,3,4,50,7 775 AGGE55ORIE5 PROVIDED AND INSTALLED BY CONTRACTOR: MODEL NO. DBL DEFL STEEL I. FULL PERIMETER INSULATED ROOF GURB, SLOPE TO MATCH ROOF. X 2. DRAIN PAN OVERFLOW SWITCH FOR UNIT SHUT -DOWN RTU -4 500 OA515 MODEL No. PAGSL EGG GRATE ACCESSORIES PROVIDED BY OWNER FOR CONTRACTOR INSTALLATION: X FURN15HED WITH STANDARD CABINET FINISH PF -11 3. DIFFERENTIAL ENTHALPY ECONOMIZER WITH BAROMETRIC RELIEF NON -REFRIGERATED I/2" --- I I/2" 4. INSTALL EMS CONTROLS PAGKAGE ® COOLER, SUPPLY STOP 4 TUBE, DRAIN KIT 4 5TOGK RTU -5 STORAGE 5. LOUVERED CONDENSER COIL GUARDS WITH 'E' COATED GONDEN5ER COIL 1811 1 0.0 0.12 0 b. UNIT MOUNTED NON -POWERED WEATHERPROOF GF -CI OUTLET 1 217 1 1.0 1 217 1 0.8 7. UNIT MOUNTED DISGONNEGT SWITCH 300 1 300 AV -1 HANDIGAPZ554 WALLHUNG 8. G02 DEMAND CONTROL VENTILATION. OA MIN. OPEN POSITION SHALL BE THE MIN. AND SHALL MODULATE OPEN UP TO THE MAX. TO MAINTAIN MAXIMUM G02 LEVELS IN THE BREATHING AREA OF 1000 PPM RELATIVE TO THE OA AMBIENT. 11/211 NOTE: NECK FAUGET, 5ELF GLO5ING/METERING ALUMINUM LAVATORY TERING FAUCET HOLES ON 4 GENTER5 GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL STARTUP AND WARRANTY WORK. VERIFY ELEGTRIGAL POWER PRIOR TO INSTALLING UNITS. FAILURE TO DO 50 SHALL RESULT IN GONTRAGTOR FURNISHING GORREGT UNITS OR POWER AT NO ADDITIONAL COST TO TENANT. OUTSIDE AIR G2UANTITIE5 BASED ON A5HRAE 62.1-2004 TABLE 6-I BUILDING AND PEOPLE GOMPONENTS FOR AN ENGINEERED VENTILATION SYSTEM EMPLOYING A G02 MONITORING SYSTEM. WALL HANGER KIT, SUPPLY STOP AND TUBE5, VENTILATION AIR GALCULATION15 MANUFACTURER FIXTURE GONNEGTION5 People Area OA 4 MARK BreathingZone Air Zone � stem OA Intake Flow AGGE-55ORIE-5 CONTROL MODEL NO. EF -I GOOK GEEMINI 6N_3 200 Area OA Rate Occcupant Density I, 2, 3, 4, 5 Zone Distribution Outdoor Ventilation Required Total OA Delivered Unit OA Delivered Zone Unit Occupancy Category DOA5 / 5Z / MZ Rate Occupants Occupants OA Flow Eff, Airflow Eff. --- --- --- - -- HEAVY DUTY BUTYL BLEND DIAPHRAGM, TANK (90(cfm/sf) (#/1000 50 z POLYPROPYLENE LINED DOME, 2.0 GAL CAPACITY FD -I FLOOR DRAIN ZURN MODEL #Z-415 --- (GFM) (GFM) 2" TYPE "N" 5TRAINER. PROVIDE WITH COMPLETE (cfm/per) Vbz (cfm) Ez Voz/(cfm) Ev 3/4" --- --- --- RTU -1 DEVICE SIZE W KEYLE55 i� R.. ZURN MODEL NO. Z1021 1 MANUFACTURER 700 RTU -2 700 TP -I TRAP PRIMER WATER SAVER TRAP PRIMER I/2 --- I I/2" --- 5EE DETAIL THI5 SHEET WGO WALL CLEANOUT ZURN MODEL #Z-1446 G/W --- --- 4"RAI5ED 5ALE5 RETAIL 5Z 8162 7S 0.12 15 122 I&qb 1.0 18x8 0.8 2372 2400 RTU -3 500 W V TITUS 30ORL MODEL NO. DBL DEFL STEEL X X D RTU -4 500 OA515 MODEL No. PAGSL EGG GRATE ALUMINUM X FURN15HED WITH STANDARD CABINET FINISH PF -11 HANDICAP FOUTAIN NON -REFRIGERATED I/2" --- I I/2" I I/2" ® COOLER, SUPPLY STOP 4 TUBE, DRAIN KIT 4 5TOGK RTU -5 STORAGE 5Z 1811 1 0.0 0.12 0 O 1 217 1 1.0 1 217 1 0.8 272 300 1 300 PLUMB I NC FIXTURE SGNEDULE PROVIDED AND INSTALLED BY CONTRACTOR MANUFACTURER FIXTURE GONNEGTION5 MARK FIXTURE TYPE 4 MARK REMARK5 GW HW W V AGGE-55ORIE-5 CONTROL MODEL NO. EF -I GOOK GEEMINI 6N_3 200 13bO .25 11.3w 120V / I 41) / bO I, 2, 3, 4, 5 5M5/5EN5OR EGO EXT. GLEANOUT ZURN MODEL #1400 -HD 4. VIBRATION 150LATION MOUNT KIT 5. 5PEED GONTROLLER b. 277v TRANSFORMER V 51ZE PER PIPING LATERAL, 4" MAX., HEAVY DUTY TOP EXPAN51ON DOME5TIG WATER U5A6E, VERTICAL STEEL TANK, ET -I WILKIN5 WXTP-8 --- --- --- - -- HEAVY DUTY BUTYL BLEND DIAPHRAGM, TANK z POLYPROPYLENE LINED DOME, 2.0 GAL CAPACITY FD -I FLOOR DRAIN ZURN MODEL #Z-415 --- --- 3" 2" TYPE "N" 5TRAINER. PROVIDE WITH COMPLETE BODY A55EMBLY WITH TRAP PRIMER GONNEGTION. HB -I H05E BIBB ZURN MODEL #Z-1321 3/4" --- --- --- FRO5T-PROOF H05E BIBB, VACUUM BREAKER, DEVICE SIZE W KEYLE55 i� R.. ZURN MODEL NO. Z1021 1 MANUFACTURER MODEL NUMBER (INCHES) TYPE TP -I TRAP PRIMER WATER SAVER TRAP PRIMER I/2 --- I I/2" --- 5EE DETAIL THI5 SHEET WGO WALL CLEANOUT ZURN MODEL #Z-1446 G/W --- --- 4"RAI5ED --- HEADP UG AL POLISH 5.5. COVER t VANDAL PROOF SCREW PLUMB I NCC FIXTURE 5GHEDULE FIXTURES BELOW ARE PROVIDED BY OWNER FOR CONTRACTOR INSTALLATION B MANUFACTURER FIXTURE CONNECTIONS 24X24 MARK FIXTURE TYPE 4 REMARKS GW HW W V TITUS 30ORL MODEL NO. DBL DEFL STEEL X X D TITUS BI -LEVEL OA515 MODEL No. PAGSL EGG GRATE ALUMINUM X FURN15HED WITH STANDARD CABINET FINISH PF -11 HANDICAP FOUTAIN NON -REFRIGERATED I/2" --- I I/2" I I/2" ® COOLER, SUPPLY STOP 4 TUBE, DRAIN KIT 4 ALUMINUM DRINKING X X WALL HANGER KIT TITUS TMS 12X12 4 -WAY STEEL X FURNISHED WITH LAVATORY, ZURN Z&bbB0 AV -1 HANDIGAPZ554 WALLHUNG URN MODEL NO. 0 1/2" 1/2" 11/211 1 1/2"0005E NECK FAUGET, 5ELF GLO5ING/METERING ALUMINUM LAVATORY TERING FAUCET HOLES ON 4 GENTER5 X WALL HANGER KIT, SUPPLY STOP AND TUBE5, DRAIN KIT 8 TAILPIECE FURNISH SINK, ZURN MODEL NO. Z543MI 5ERVIGE M5 -I FLOOR MTD. ZURN MODEL ZI9ab-36 1/2" 1/2" 3" 2" 51NK FAUCET WITH BUILT-IN VACUUM BREAKER, MDP SINK H05E AND BRACKET, MOP HANGER, AND DRAIN KIT FURNISH ADA GLO5ET s TANK, ADA OPEN HANDICAP ZURN MODEL Z5560�� & FRONT SEAT, FLOOR FLANGE, GL05ET BOLT5 WG -I 17" H ELONGATED PRE55URE A5515T 1/2 --- 3 2 GAONTROLX RIIT , HATER GLoSET I.6 G.P.F. SIPHON JET LOCATED ON THE WIDE 51DE OF THE WG (51DE OPP051TE THE WALL). NOTE: INSTALL ALL PLUMBING FIXTURE5 TO BE FULLY AGGE55113LE TO INDIVIDUAL5 WITH D15ABILITIE5 IN ACCORDANCE WITH LATEST 1550E OF THE AMERIGAN5 WITH D15ABILITIE5 ACT AND ALL CURRENT 5TATE AND LOCAL GODE5. - 'PROVIDING AGGE55113ILITY AND U5ABILITY FOR PHY5IGALLY HANDICAPPED PEOPLE' AND/OR GOVERNING GODE5. - ALL PLUMBING FIXTURE5 EQUIPMENT, TRIM, 4 FITTINGS SHALL COMPLY WITH LOCAL, 5TATE, AND FEDERAL REGULATIONS AND GODE5, INCLUDING, BUT NOT LIMITED TO, WATER AND ENERGY GON5ERVATION GODE5. THE 5GHEDULED AND/OR 5PEGIFIED PLUMBING FIXTURE5 AND EQUIPMENT REPRE5ENT THE MINIMUM CRITERIA AND SHALL BE THE BA515 FOR THE GONTRAGTOR'S BASE BID. IF THE 5GHEDULED OR 5PEGIFIED FIXTURE5 OR EQUIPMENT DO NOT COMPLY WITH GOVERNING GODE5 OR REGULATIONS IN ALL RE5PEGT5, THE GONTRAGTOR SHALL PROVIDE AN ALTERNATE BID FOR GOMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE AB5ENGE OF AN ALTERNATE BID SHALL BE GON5TRUED TO MEAN THAT THE GONTRAGTOR'S BID INGLUDE5 ALL G05T5 NECE55ARY TO MEET ALL REGULATION5 4 GODE5. ALL PIPING AND VALVE5 BELOW LAVATORY SHALL BE IN5ULATED WITH PVG LAV GUARDS AND GONFIGURED TO PROTEGT AGAINST CONTACT PROVIDED WITH LAV KIT. THERE SHALL BE NO SHARP OR ABRASIVE 5URFAGE5 UNDER LAVATORY. EXHAUST FAN 5GHEDULE E5P B-EGTRIGAL SERVICE MARK MFG/MODEL GFMRPM IN. -W.6. BHP AGGE-55ORIE-5 CONTROL VOLT / PH / HZ EF -I GOOK GEEMINI 6N_3 200 13bO .25 11.3w 120V / I 41) / bO I, 2, 3, 4, 5 5M5/5EN5OR AGGE55ORY OPTION5: I. WALL GAP WITH GORRO51ON RE515TANT 5GREEN 2. BAGKDRAFT DAMPER 3. PLUG 015GONNEGT 4. VIBRATION 150LATION MOUNT KIT 5. 5PEED GONTROLLER b. 277v TRANSFORMER AIR DEV I GE 5GHEDULE MOUNTINO SERVICE V z La Z DEVICE SIZE W -� i� R.. < = 1 MANUFACTURER MODEL NUMBER (INCHES) TYPE MATERIAL __j N N W� tx w A TITUS TMS 24X24 4 -WAY STEEL X1 IX B TITUS TM5- A 24X24 4 -WAY STEEL X X G TITUS 30ORL 12X10 DBL DEFL STEEL X X D TITUS 50F 4&X22 EGG GRATE ALUMINUM X X E TITUS 50F IOX10 EGG GRATE ALUMINUM X X F TITUS TMS 12X12 4 -WAY STEEL X X G TITUS 5OF 22X22 EGG GRATE ALUMINUM X X NOTE: PROVIDE TYPE G DIFFU5ER5 WITH DAMPERS. OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 C ENERAL. NOTES I. ROOF CURBS, DIFFUSERS, DUGTWORK, AND ACCESSORIES ARE PROVIDED BY THE MECHANICAL CONTRACTOR AND ARE NOT PART OF THE NATIONAL ACCOUNT PROVISIONS. 2. CONTRACTOR SHALL IDENTIFY ALL EQUIPMENT WITH STORE NAME AND UNIT NUMBER USING PERMANENT, WEATHERPROOF 2 INCH HI OH DIE -GUT LETTERS ON LAMEGOID NAMEPLATES. EQUIPMENT SHALL BE IDENTIFIED PER THE DOLLAR TREE PLANS. PERMANENTLY ATTACH NAME PLATE TO UNITS, DO NOT OBSTRUCT ACCESS PANELS, NAMEPLATES, MANUFACTURER INFORMATION, ETC. 3. PROVIDE PROPER CONDENSATE TRAP AND CONDENSATE PIPING ROUTED TO TERMINATION AS REQUIRED BY LOCAL GODS REQUIREMENTS. 5. PROVIDE OFFSETS IN SUPPLY AND RETURN AIR DUGTWORK AS REQUIRED FROM UNIT GONNEGTION5 TO DUGTWORK, DIFFUSERS, ETC.. VERIFY SIZES REQUIRED WITH UNIT MANUFACTURER. SEE DETAILS. (b. CONTRACTOR SHALL COMPLY WITH ALL LANDLORD'S TENANT CRITERIA. GOORDINATE AND SCHEDULE ALL WORK WITH LANDLORD'S FIELD REPRESENTATIVE. 7. ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH THE LANDLORD'S FIELD REPRESENTATIVE AND SHALL BE DONE BY A LANDLORD APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN THE ROOFING WARRANTY. ALL VENTS THRU ROOF SHALL EXTEND A MINIMUM OF 12 INCHES ABOVE THE ROOF AND SHALL BE A MINIMUM OF 10 FEET FROM ANY OUTSIDE AIR INTAKE. 8. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. DUCT DIMENSIONS MUST BE INCREASED IF DUGTLINER5 ARE INSTALLED. 9. SMAGNA EQUIVALENT ROUND DUCT SIZES MAY BE SUBSTITUTED FOR THE REGTANOULAR DUCT SIZES I ND I GATED ON THE PLANS. 10. DO NOT INSTALL AIR EXTRACTORS OR SPLITTER DAMPERS WHIGH PROTRUDE INTO REGTANGULAR TRUNK DUCTS WERE USED). PROVIDE ROUND SPIN -IN FITTINGS WITH RADIAL DAMPER AND LOCKING QUADRANT FOR ROUND BRANCH DUCTS. II. UNLESS NOTED OTHERWISE, ROUND BRANCH DUCTS WHERE INDICATED SHALL BE THE SAME SIZE AS THE DIFFUSER NECK SERVED. 12. DO NOT SUSPEND ANY ITEMS FROM DECK OR SLAB ABOVE. ALL ITEMS SHALL BE SUSPENDED FROM STRUCTURE UNLESS OTHERWISE NOTED. PROVIDE MISCELLANEOUS STEEL AS REQUIRED. 13. WHERE GEILING 5PAGE IS NOT SUFFIGIENT TO PERMIT TOP CONNECTION TO GEILING DIFFUSER WITH PROPER BEND RADIUS FOR FLEXIBLE DUCT, CONTRACTOR SHALL FABRICATE AND/OR PROVIDE AN ADAPTER/PLENUM BOX FOR DIFFUSER TO PERMIT SIDE CONNECTION OF FLEXIBLE DUCT. 14. PROVIDE SUPPORT FOR GAS PIPING ON ROOF PER DETAILS ON DRAWING MP -2 AND PER LANDLORD'S ROOFING GONTRAGTOR'5 RECOMMENDATION. 15. INSTALL EMS CONTROLS FOR HVAG EQUIPMENT PER CONTROL DRAWINGS AND DOLLAR TREE NATIONAL ACCOUNT REQUIREMENTS. SEE EMS DRAW I NGS FOR GENERAL CONTROL PLANNING. SITE SPEC I F I G CONTROLS DRAWINGS SHALL BE PROVIDED BY EMS VENDOR AND SHALL BE UTILIZED FOR PROPER FIELD WIRING AND INSTALLATION. SPACE TEMPERATURE SENSORS SHALL BE INSTALLED FROM TENANT FURNISHES SENSOR RODS AT 7'-0" AFF (EXCEPT WHERE NOTED OTHERWISE). SEE DETAILS ON DRAWINGS. Ib. PROVIDE AND INSTALL DUCT SMOKE DETECTOR IN THE RETURN AIR DUCT OF UNITS AS INDICATED ON PLANS. WIRE DUGT SMOKE DETECTOR TO THE BUILDING FIRE ALARM CONTROL PANEL OR A REMOTE AUDIBLE/VISUAL ALARM DEVICE LOCATED IN A CONSTANTLY MONITORED LOCATION. FIELD VERIFY EXACT REQUIREMENTS. DUCT SMOKE DETECTORS SHALL SHUT -DOWN THE UNIT IF PRODUCTS OF COMBUSTION ARE DETECTED. GONTRAGTOR SHALL TEST SYSTEM TO INSURE PROPER OPERATION OF SYSTEM PRIOR TO TURN OVER TO TENANT. SITE UTILITIES (DOMESTIC WATER, SANITARY SEWER, AND STORM WATER AS REQUIRED) I. CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO SITE UTILITY SERVICE PRIOR TO GOMMENGING INSTALLATION. 2. CONTRACTOR SHALL VERIFY EXISTING SANITARY SEWER INVERT PRIOR TO START OF WORK. IF INVERT CANNOT MEET SLOPE REQUIREMENTS WITH NEW TENANT PIPING, NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 3. CONTRACTOR SHALL ADJUST LOCATION AND DEPTH OF BUILDING SERVICES AS REQUIRED TO CONNECT TO SITE UTILITY SERVICE. 4. GONTRAGTOR SHALL MAKE FINAL CONNECTION TO 51TE UTILITY SERVICE (UNLESS OTHER PROVISIONS HAVE BEEN MADE). 5. GONTRAGTOR'S FAILURE TO PROPERLY GOORDINATE SERVIGES SHALL NOT BE JUSTIFIGATION FOR ANY EXTRA GHAROES. O 1-1/2" x 1-1/2" x 16 6A. RETAINING ANGLE ALL FOUR SIDES. FASTEN WITH #10 SHEET METAL 5GREW5, 8" ON CENTER. ASSEMBLY MUST BE SELF-SUPPORTING INDEPENDENT OF OUGTWORK. ANGLES MUST LAP STRUCTURE OPENIN05 A MINIMUM OF I" AND GOVER CORNERS OF OPENINGS. 2O UL 555 FIRE DAMPER ASSEMBLY. O REFER TO MECHANICAL SPECIFICATIONS FOR MAXIMUM PROTRUSION OF FIRE DAMPER BLADE/SUPPORT ASSEMBLY INTO AIR STREAM. ® SHEET METAL DUGTWORK. ® CLEARANCE BETWEEN WALL AND SLEEVE I/8" PER FOOT OF DAMPER WIDTH OR HEIGHT. MINIMUM OPENING 1/4". MAXIMUM OPENING 1/8" PER FOOT. CLEARANCE GAN BE ON EITHER SIDE, TOP OR BOTTOM. © SLEEVE MUST NOT EXTEND MORE THAN 6" FROM FACE OF WALL. O DUCT ACCESS DOOR. ® STOP INSULATION AT WALL BOTH SIDES, AND SEAL WITH TAPE TO WALL. ® S -JOINTS, SLEEVE TO DUCT. © EXTERNAL WRAP INSULATION. II DAMPER SLEEVE. 12 RATED WALL CONSTRUCTION. VERT I GAL FIRE DAMPER DETAIL NTS FINISHED WALL LAV OR 5INK, RE: PLAN5 PRIMER TUBE E5GUTGHEON ZURN MODEL Z1021 "PRIME-EZE" WATER — 5AVER TRAP PRIMER, OR EQUAL F.D., RE: PLAN G.O. I�I/2" 50FT "K" GOPPER FIN15HED 1/2" GOMPRE55ION FLOOR FITTING 717,11 7 TRAP PRIMER DETA I L NTS FA5TEN HATER HEATER TO HALL WITH TWO 1 1/2" GALVANIZED 5TRAP5 P051TIONED 1/3 DOWN FROM TOP OF HATER HEATER AND 1/3 UP FROM BOTTOM OF HATER HEATER. ATTAGH TO HALL AT 5TUD LOGATION5. t/2I TEMPERED - - GOLD [-- _ _ _ - EXP. TANK. HH APPROVED 24"0 DRAIN PAN 5ET ON 28" x 28" x 3/4" FIRE RETARDANT PLYWOOD PLATFORM. 7'-O" (REF) T :l P RELIEF VALVE 5EE ARGH. DW65. (FAGTORY IN5TALLED) WITH FULL 51ZE DRAIN LINE DOWN TIGHT TO WALL. TERMINATE IN M5. PROVIDE AIR GAP A5 REQUIRED BY CODE. VAGUUM RELIEF VALVE WATTS 36A i TO MS GLEANOUT WITH GOVER $ "T" HANDLE EXTEN51 ON - SAME 51 ZE AS SEWER, UP TO 4" SEE SPECIFICATIONS —< FOR MATERIAL SEE PLANS FOR SIZE -- ANGLE FRAME, 5EE ARGHITEGTURAL FLOOR 10" M!i �-- 24" —I NOTE: ALL HATER PIPING IN51DE BUILDING 5HALL BE INSULATED PER 5PECIFIGATION5 SHEET MP3. PROVIDE HATT5 MODEL DET -5 -MI EXPAN51ON TANK IN GOLD HATER LINE ON THE TANK 51DE OF THE GOLD WATER 5HUTOFF VALVE. DATER HEATER DETAIL NOT TO SCALE 3/4" DRAIN LINE FROM DRAIN PAN DOWN TIGHT TO HALL. TERMINATE IN M5. PROVIDE AIR GAP A5 REQUIRED BY CODE. 36" x 24" M5. 5EE 5GHEDULE. IS" X 18" X 6" THICK CONCRETE PAD FINISHED GRADE LONG SWEEP 1/4 BEND OR COMB. "Y" $ I/& BEND III EXTERIOR GLI=ANOUT DETAIL NTS V GONDEN5ATE DRAIN (5EE DETAIL THI5 5F GONDEN5ATE TRAP II II II ...... l I- -1 ............... 1. L ....... ... .. ___ Q Q ROOF DEGK IN5ULATE CURB GAVITY WITH FIBER6LA55 BATT IN51JLATION POHER HIRING UP THROUGH BASE OF UNIT TO BREAKER MOUNTED ON 51DE OF UNIT NOTE: GOORDINATE ALL ROOF PENETRATION REQUIREMENTS WITH LANDLORD'S ROOFING GONTRAGTOR. UNIT5 SHALL BE INSTALLED LEVEL TO INSURE PROPER GONDEN5ATE DRAINAGE. T)'F I GAL ROOFT )P UNIT INSTALLATION NTS PROVIDE TRAP VENT HHERE REQUIRED BY CODE i- ROOFTOP UNIT STAY GLEAR OF AGGE55 PANEL5/5ERVIGE AGGE55 PITGH WITH ADJUST A5 REQUIRED FOR TERMINATE PERPENDIGULAR LINE AS REQ'D BY LOCAL CODE ROOFTOP UNIT GONDENSATE PIPINC DETAIL NT5 ACCESS GOVER EE WITH PLUG T"rF I GAL MALL GLEANOUT DETAIL NTS G.W. TO B1-06. — — Oliver • Little • Gipson NOTE: ALL PIPING TO BE RIGIDLY SUPPORTED FROM WALL BALL VALVE neering, Inc. OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com ❑' SARI GAUGE COCK AND PRESSURE GAUGE (3" DIAL, TYP) FULL LINE SIZE WYE STRAINER WITH 1/2" BLOWDOWN PRESSURE REDUCING VALVE,—/ WILKINS 70 SERIES OR EQUAL, SET ® -10 P516. I SLEEVE _:...-_.......... . _.___. _..--- _-_----_--_------- _._._... _ _ _ .. __:.............. .._..__ ______._ __..-_� (i _ _ _ FINISHED FLOOR • t I L— —ZG.W. FROM UTILITY 4 BFP IN HOT BOX SERV I GE LINE ENTANGE DETAIL NTS SELF -TAPPING SHEET P 5GREH5 AT 6" O.G. I" ME5H INSTALL I 1i r I VI LI. END OF RETURN DUCT REMOVABLE METAL FRAME DETAIL NOT TO SCALE 0ENERAL MEGHANIGAL GONDITIONS owner shall furnish Be l edea sehedulcal led anequipment,5 Becif ied. The accessories and controls p mechanical Bubcontroctor(5) shall be responsible for delivery :,00rdination, receiving, storingQSe eWI well a5the, one, tuon tpa 9 all Owner furnished equipment and labor WARRANTY from the date of store opening. A. SCOPE I. Provide all labor, materials, and equipment necessary to properly install air conditioning systems where shown on droing5 and as scheduled. 2. Provide equipment as specified together with all necessary ducts, grilles, registers, controls, piping, low voltage fang, control wiring, hangers, stands, equipment supports, flashing at equipment, duct and pipe insulation unless otherwise noted. 3. Related Work by others: a. Painting except as herein specified. b. Line voltage wiring and conduit, G. Electrical supply connection to equipment. B. All work Shall conform to all federal, state, and local codes and any Owner and Developer requirements o5 specified in the executed bid Griterio. Mechanical Contractor shall verify and coordinate scope of work with Owner and Developer. G. The contractor Bhall nd examine, on5 under which he will be verify the existing co obligated to operate in performing his part of the work and that will in any manner affect the work under contract. No additional compensation shall be provided for conditions found during the execution of contracted work. The contractor sha ll cooperate with all other trades 5o that the installation of all equipment may be properly coordinated. Developer Shall being to the attention of the Developer any di5creponcie5 between field conditions and design documents. D. All equipment furnished shall fit the space available, with connections, etc., in the required locations and with adequate Space for operating and Servicing. Should a conflict exist between the drawings and the specifications, the contractor shall promptly notify the Devei obs � de BubSeision uently and be final. No allowance wi q this connection in behalf of the contractor after award of contract. E. All mechanical equipment l�mwith t requirements of the StaeNechancaGodethe State Building code, the State Energy Gode, NFPA cIOA, 86.101 and all applicable local codes and ordinancie5. F. Drawings for mechoncial work are diagrammatic Showing the general location, type, layout, not be dscaled equipment required. The droing Shl for exact measurements, Refer to manufacturer's standard installation drawings for equipment connections and installation requirements as required. Furnish and install ductworkm connections, acce55orie5m offsets, and materials necessary to facilitate the system's functioning o5 indicated by the design and the equipment indicated. Gontractor shall obtain all necessary permits and pay associated fees. C. The contractor sha I I ta I I all piping, o the fixtures, and equipmeQqconform structure, avoid obstructions, preserve ceiling heights and headroom, and make all equipment requiring maintenance or repair accessible. H. The contractor sha I I in5to I I mechanclo I systems as shown, noted, and Specified. Equipment may not be substituted unless written approval by the Architect/ Engineer, or Developer is obtained. Any unauthorized changes shall be removed at contractor's expense if deemed necessary by Architect, Engineer, or Owner's representatie. Gontractor Shall be responsiblerequired for any changes to related work caused by the 5ub5titution of any items of materials or equipment at no additional cost to owner. H\/AG UNITS A. Contractor sha I I coor idnote the delivery, receiving, storage, riggin, hoi5tingnit5 Including f n, an cal Id start-up of heating and cooling accessories as scheduled on drawings. B. HVAC units shall be furnished complete with casing refrigerator system, heating section (a5 Bcheduled on drawings), fans, motors and drives, filters, automatic controls, nod optional accessories a5 scheduled on drawings. G. Temperature Gontrols I. New HYAG units shall be furnished with factory installed and tested components to provide two stages of cooling, two stages of heating (where applicable), anti -recycle timer, five minute compressor staging relay, $ other Items a= scheduled or indicated on drawing. 2. Existing H\IAG units to be reused shall be modified with Owner's standard EMS controls wired to Owner's EMS system. D. Sequence of Operation 1. Occupied Hours a. Unit outdoor air damper shall open to its minimum position and unit supply fan shall operate continuously. b. Unit outdoor air damper shall modulate from its minimum scheduled position to its maximum scheduled position in response to space mounted CO2 sensors (by others) set at I,IOOppm. c. Unit compressor Shall cycle or heat exchanger Shall stage to maintain Space Setpoint. d. Unit economizer cycle Shall inititote upon Signal from outdoor and return air temperature and enthalpy sensors. Outdoor Air dampers, return air damper, and unit compre55or(5) shall cycle to maintain Space Setpoint. Economizer cycle shall override CO2 monitoring system. 2. Unoccupied Hours a. Unit outdoor air damper shall remain closed and unit supply fan shall cycle on a Signal from Space sensor. b. Uni compres5or(5) shall cycle or heat exchanger shall stage with unit supply fan to maintain space 5etpoint. 3. Smoke Alarm (where required) o. Unit outdoor air damper shall close and unit Supply fan shall stop on a signal from duct Smoke detector. Duct Smoke detector e,holl Send a signal to remote alarm device. GRILLES, REGI5TER5, AND 0IFFU5ER5 A. The Contractor shall provide grilles, registers, and diffu5er5 where indicated and as scheduled on the drawings. B. erille5, registers, and diffu5er5 shall be provided with opposed blade volume dampers. G. Grilles, registers, and diffu5er5 shall be provided with frame types to match the surface into which they will be installed. D. Grilles, registers, and diffusers shall be provided with factory applied white finish. E. Design is based on products manufactured by Titus. Products of equivalent performance, construction, and appearance may be supplied. EXHAUST FANS A. The Contractor shall provide exhaust fans where indicated and as scheduled on the drawings. B. Inline exhaust fans shall be furnished with vibration isolating hangars and all related hardware. G. All exhaust fans shall be furnished with back draft damper, insect screen, motor and drive, and options and occe55orie5 as scheduled on drawings. DUGTWORK A. All ductwork shall be constructed of galvanized steel sheet metal and be fabricated according to the latest edition of the 5MAGNA HVAG Duct Construction 5tandard5 for metal and flexible ductwork. Ductwork exposed to view in areas other than Stock shall be provided with paint -grip finish. B. All elbows shall have proper radius or contractor shall provide turning vanes as required by 5MAGNA duct construction manual. G. All duct connections to equipment shall be loaded type vinyl, vibration elimination connections, (FG) flexible connections. D. Flex duct: Provide factory assembled Glass I air duct (UL 181) with fiberglass insulation and reinforced outer protective cover/vapor barrier. Flex duct shall meet NFPA CIOA with flame spread under 25, Smoke developed under 50, and shall be rated for I" W.G. pressure and O to 250 degree temperature. Maximum length shall be 5'-0" Minimum center line bend radius shall be 1 1/2 duct diameters. Vapor barrier shall be sealed at each end after connection to duct and air device. E. All new supply and return ductwork shall be insulated. NO EXCEPTIONS. Insulate with external duct wrap or with shop applied duct liner. Duct wrap shall be foil reinforced kraft facing. All insulation shall meet NFPA 1i0A flame spread under 25 and smoke developed under 50. Thickness, density and "R" value Shall be per code. Insulation shall be fastened to ductwork per manufacturer's instructions and 5MAGNA standards. Round branch ductwork shall be insulated with I" thick fiberglass sleeve with foil jacket and all joints and terminations sealed with foil duct tape. EXECUTION A. All ductwork transitions shall be (FOT) "Flat on Top" unless otherwise specified on plan. All duct dimensions listed are inner air stream dimensions. B. All ductwork shall be routed above the suspended ceiling space unle55 otherwise noted on the plans. All ductwork shall be suspended according to the latest edition of the 5MAGNA HVAC Duct Construction 5tandard5 for metal and flexible ductwork. G. All outside air intakes shall be a minimum of 10'-0-0" away from exhaust discharge openings and plumbing vent stacks. D. Provide UL approved fire dampers for all penetrations through fire rated walls, partitions, ceilings, and floors. Install fire dampers as per manufacturer's directions and as per UL guidelines. E. Provide round Spin -in fittings with locking volume damper for every inlet and outlet attachment to the main trunk duct whether shown on the plans or not. Provide additional locking volume dampers at all secondary branch takeoffs from ductwork mains and as indicated on plans. Provide inspection access panels in ducts at a I I fire, dampers. F. Supply, return and positive pressure exhaust ductwork shall be sealed in accordance with 5MAGNA Seal G1a55 G. G. Gore -drill or Saw -cut existing walls, roof, etc. as required for piping or ductwork and fire -stop opening around pipe or ductwork. Verify location of Structural beams, joists, etc. before drilling or cutting. Notify architect of any discrepancies. H. Wherever foundation walls, outside walls, roofs, etc. are cut for installation of systems, they shall be patched to match existing construction and sealed weather tight. Work shall be performed by craftsmen skilled in their respective trades. I. Provide 3 sets of pleated disposable filters. One set to be used until completion of construction phase. Install one set at completion of construction phase and deliver one set to owner and label each set of filters to denote their respective HVAG units. J. Provide two Operation and Maintenance Manuals bound in b-1/2" x II" page binders, titled "Operation And Maintenance Manual Subdivide binder contents with page dividers by system and equipment. Include all shop drawings, and warranties. 5ubmi55ion of these documents shall be a requirement for final payment. TESTING, ADJU5TING, BALANGING AND IN5PEGTION A. Contractor shall procure the services of an independant NEBB or AABG certified air balance and testing agency to balance, adjust and test hvoc equipment and duct systems. B. Work shall be performed after the complete installation and startup of all equipment, duct sy5tem5 and temperature and energy management controls and completed priot to turnover for the start of stocking. G. Contractor shall Submit signed and sealed balance and testing agencie'5 report to contractor for Submittal to Develooper for review. D. Balancing of air devices Shall be accomplished by adjusting branch takeoff damper at main trunk duct. Dampers in the necks of air devices Shall be used for final trim only and in no case for greater than 10% if the indicated volume for the individual air device. E. Where existing duct 15 to be reused, contractor Shall provide and install new manual dampers with locking quadrants in the runout duct at the connection to the trunk duct o5 required for the completion of balancing. F. The independant NEBB or AABG certified balance and testing angency shall also inspect the completed and operational HVAC equipment, duct systems and and temperature and energy management controls proir to turnover of the store for the Start of stocking. Balance and test contractor shall submit the completed Owner's HVAC field inspection report to the contractor for Submittal to Developer for review. 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 GENERAL PLUMBING GONDITION5 A. 5GOPE I. Provide all labor, materials, tools and equipment necessary to complete the work, including installation of plumbing piping and fixtures. All materials shall be new and be installed in a workmanlike manner in accordance with the drawings and specifications. 2. Provide excavation and back fill of all trenches incidental to the plumbing work o5 shown on the drawings. Back fill shall compacted to q0%. 3. Provide all backing, supports and carriers for fixtures. 4. Provide all cutting and patching of the con- struction work, rough finish and trim, which may be required for the installation of equipment. All patching shall match all surrounding work. 5. Contractor shall make all plumbing and piping connections to equipment specified to be furnished by Owner or under other sections of the 5pecification5 including final connections to air conditioning and heating equipment. 6. Contractor shall provide sufficient approved water hammer arrestors (Wade "SHOCK STOP", or equivalent) to prevent water hammer. 7. Contractor shall thoroughly clean all fixtures, equipment and piping after installation. 5. Gontractor shall provide approved access doors in framed holes for all valves, traps which must be located in inaccessible locations. q. Gontractor shall provide cutout data for all 5ink5 and lavatories to all other related trades. IO. Contractor Shall obtain and pay for all required permits, inspections and certificates in connection with the his work and make all arrangements with utility companies for service and connections and pay all fees, charges permits and meter charges. rREV. 11121114 D1J ALIT DATE DR CHK DESCRIPTION DOCUMENT CONTROL Oliver Little Gipson ww1 'En 'neering, Inc. MATERIALS FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiratior A. DRAIN, WA5TE AND VENT I. Service weight, cast iron bell and spigot pipe and fittings. No -hub service weight�q pipe and fittings may be used above grade Oa 4 when permitted by local code. ie 2. 5chedule 40, galvanized steel pipe and banded malleable iron screw fittings. 3. Schedule 40 and bo PVG or A135 piping with OW pattern fittings may be used where allowed by local code. Foam core PVG piping will not be approved. B. HOT AND GOLD WATER I. Above grade. a. Type "L" copper tubing, hard temper, cold drawn with wrought copper lead free sweat fittings. Connections to fixtures and equipment shall be made with b5% red brass IP5 size pipe or compression angle stops. Provide dielectric unions where connecting piping of dissimilar materials. b. PVG for cold water and GPVG for hot water may be substituted for copper piping where allowed by local Code Authority for above grade water piping only. 2. Below grade. a. Type "k" copper tubing, hard or soft temper, with wrought copper lead free sweat fittings. Note: No fittings shall be permitted below grade inside building. G. AIR GONDITIONIN6 GONDEN5ATE I. Type "L" copper tubing, hard temper, cold drawn with wrought copper lead free sweat fittings. D. NATURAL GA5 PIPING I. Schedule 40, A5TM A120, black iron pipe with 150 Ib. black malleable threaded or socket welded fittings. 9*11A ooaaag ATLANTIC BEA1 SPECIFICATI( PROJ. NO. 615114 1 DW( EXEGUTION A. GENERAL REQUIREMENTS I. Contractor shall examine the premises and satisfy himself of existing conditions under which he will be obligated to operate in performing his part of the work that in any manner affect the work under the contract. The contractor shall cooperate with other trades so that the installation of all equipment may be properly coordinated. 2. All equipment furnished shall fit the space available, with connection, etc. in the required locations and with adequate Space for operation and service. 3. All piping, except fixture 5upplie5, shall be concealed, Gut accurately to exact measurements taken at the building and worked carefully into place without forcing or springing. Ghange5 in direction of all piping Shall be made with fittings. Ghange5 in pipe Size shall be made with reducing fittings. 4. No water or drain lines shall be permitted over electrical or telecommunication panels or in telecommunication rooms. 5. Provide protective metal cover plates over Studs and joists where pipes penetrate close to edge of Stud or joist 6. Provide chrome plated escutcheons where pipes pass through floors, walls and ceilings in finished spaces. i. All piping shall be installed with adequate provision for expansion and contraction using swing joints, pipe clamps, anchors and expansion joints. Fittings shall be so Spaced that they will not interfere with sliding of pipe on supports. b. All openings in the roof Shall be flashed watertight per the instruction of the Owner's roofing contractor to maintain roof WARRANTY. G. HOT AND GOLD WATER I. All water piping shall be pitched in direction of flow to allow for system draining. Install piping parallel to major building elements. 2. Install water main shutoff valves, Watts or approved equal, gate valve, above grade below pressure regulator. 5. Install acce55ibie hot and cold water stops at all fixtures. 4. Install dielectric isolators where in- compatible piping materials come in contact. 5. Install temperature and pressure relief valves as required by Code. 6. Install water pressure regulator, "Watts" or "Wilkins", where available utility pressure exceeds &0 psi. D. NATURAL GA5 I. Install natural gas piping as indicated on drawings and as required by local codes. 2. Install shutoff valves close to fixture and appliance connections and ahead union and dirt leg at rooftop units. 5. Unions shall be installed on both sides of all equipment and where required to facilitate removal of equipment. 4. Provide gas pressure regulating valves with turned down vents at all gas appliances when distribution pressure 15 greater than 7" W.G. 5. Provide gas main shutoff valve with lever type handle placed on on house side of meter. 6. Paint all exterior piping including piping installed on roof with two coats or rust inhibiting exterior paint. I. Support piping on roof per instruction of Owner's roofing contractor to maintain roof WARRANTY. E. INSULATION I. All water piping, horizontal and vertical Shall be insulated with fiberglass pipe insulation with on all purpose vapor barrier jacket. Use minimum I" insulation on water piping. All insulating materials 5holI have a maximum 25 flame spread rating and 50 smoke developed rating. 2. Approved insulation blocking shall be placed between sheet metal jacket and bottom of the pipe where jacket alone cannot prevent crushing. Insulation jacket or vapor barrier Shall be Sealed after installing blocking. (See hangers, supports and sleeves F. HANGERS, SUPPORTS AND SLEEVES I. All drain, waste, hot and cold water, and natural gas piping exposed, above grade and in furred areas, Shall be supported in place with securely fastened solid pipe hangers not over 8'-0" apart and at each change in direction, (5'-0" on cast iron pipe). 2. Pipe hangers shall be installed around the outside of insulation with vapor barriers, and insulation shall be protected against crushing by Sheet metal jacket of proper area and weight. 3. All water piping running through floors or walls shall be isolated from the penetration with a sleeve. Maintain the fire rating of all Hall and floor penetrations by use of approved fire stop materials. 4. Sleeves through walls shall be cut so as to be flush with the finished Surface of the wall in each case and shall be made watertight. B. DRAIN, WASTE AND VENT G. TESTING I. All waste pipping Shall be pitched a I. Drain, waste and vent lines shall pass minimum of II4" per foot where ins ection under head of water by possible. Piping greater than 4" 5y tem with water to top of highest diameter may be pitched at 1/8" per vent Stack. foot, only where required by existing 2. Water lines shall pass inspection of conditions, Subject to the approval of four (4) hours under 150 psi pressure. the authority having jurisdiction. Before any use of system 15 made for 2. Drains and P -traps: I-7 ga. G.P. Brass domestic purposes, it shall be where exposed to view extending to disinfected by slowly filling with water wall. Nominal size of drain and trap to which a disinfecting agent has been Shall not be Smaller than the fixture injected at a rate of 50 p.p.m. of outlet to which it is attached. chlorine, which should be allowed 3. Vents Shall extend not Ie55 than 12" to stand in the piping for at least through roof. They shall be gathered 24 hours, after which te5t5 for together where possible into one vent of residual chlorine shall show not less equivalent area. Vents shall be flashed than five(5) p.p.m. of residual chlorine indicated on the drawings. All vents at every water outlet in the building. Shall be a minimum of 10'-0" from any If the residual 15 less than five ppm, fresh air intakes, or greater if required the disinfection shall be repeated until by local code. the required residual is obtained 4. Gleanout5, same size as pipe, Shall be at every outlet. installed in soil and waste lines at every After required residual is obtained change of direction and at every 100 at every outlet, the 5y5tem Shall be feet of run whether shown on the drawings flushed until the chlorine level at or not; and shall be accessible in all cases. every outlet is reduced to that of When occurring in finished wall or floor, incoming water supply set flush with Surrounding Surface. 3. bas lines Shall stand a pressure of 5. Gleanouts as a minimum Shall be located 25 psi for a period of 15 minutes so that all soil and waste lines within without perceptible drop. or under building are accessible for 4. All testing shall be performed by cleaning without passing through more contractor at his own expense. than one ninety degree or two forty - f ive degree bends. Gleanout covers H. WARRANTY shall be set flush with floors and grade with exposed plastic nut at I. All materials furnished and installed under walls. this contract Shall be new and free from all defects in materials and workmanship and shall be guaranteed for a period of one (1) year from the date of Substantial Gompletion. 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 `1/t1lw Oliver Little Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com � O "-�to neering, Inc. 9E. FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 -Expiration: 2/28/15 ATLANTIC BEACH, FL I SPECIFICATIONS PROJ. NO. 615114 DWG. NO. MP -4.2 DESCRIPTIONDOCUMENT CONTROL `1/t1lw Oliver Little Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com � O "-�to neering, Inc. 9E. FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 -Expiration: 2/28/15 ATLANTIC BEACH, FL I SPECIFICATIONS PROJ. NO. 615114 DWG. NO. MP -4.2 1 - - - ARI ( IS) S88° PROPOSED POLE -MOUNTED TRANSFORMER LOCATION 51fiE LI6HfiIN6 P�AN 5GALE: 1"=20-0" NORTH Oliver • Little • Gipson OLG Engineering, Inc. 301 Industrial Blvd. C�� Tullahoma TN 37388 V Oce: 931.454.9940 i) � Office: www.olgengineering.com En neering, Inc. 'F FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 SPECIFICATIONS ,`,B GROUNDWIRE .............. f STANDARD°IPE ENON k � (I[ 7"POLY FIFE LENGTH OF POLE : FT. EMBEDMENT SPECIFIED FT. '.. IIEIGHT ABOVE GROUND —______— FT. WEIGHT LBS. WINDVELOCITY(MPH) 120 140 ISO MAXIMUM EPA` (SQ. FT.) ;"X5"H,AND Ab( HOLE WITH in ALUMINUMC OVER O I C Invent show in sand. Other embedment depth may be required conditions. STANDARD PIPE TENON SIZE NOMINAL DIAMETER (IN.) OUTSIDE DIAME"1ER(IN.) 2" 2 1/2" 2 3/8" 2 7/8" 3" 3 10" 3 1i2" 4" 4" 4 1/2" 7' 1 1 7 6 22' I 4.5"-8" 900 1200 8 4 3 o 1 5" - 9.5" 1530 io 8' 9 4 i 34' 1 111-10.111 2130 1300 9' -_,I S i C Invent show in sand. Other embedment depth may be required conditions. STANDARD PIPE TENON SIZE NOMINAL DIAMETER (IN.) OUTSIDE DIAME"1ER(IN.) 2" 2 1/2" 2 3/8" 2 7/8" 3" 3 10" 3 1i2" 4" 4" 4 1/2" Please order tenon by nominal diameter. POLE SHAFT SIZE LENGTH TYPE I TIP -BUTT WEIGHT LBS. PU LBS, < EMBEDDED LENGTH IN SAND 7.20 MPH EPA 340 MPH.': -'EPA-': 750 MPH: EPA 17' 1 4.5" - 7.25" 600 1200 7' 1 1 7 6 22' I 4.5"-8" 900 1200 8 4 3 28' 1 5" - 9.5" 1530 1300 8' 9 4 I 3 34' 1 111-10.111 2130 1300 9' 8 S 1 4 � 2 D N.A. 0.900 40' III 1 6" - 12,5" 3560 1 2600 10' 14 7 4 46' 51' 51` 111 6" - 13.5" 4570 111 6.5"- 14.75" 6060 2.6.0.0 11 3500 111 78 16 8 8 T 5--- 1 5 58' 111 6.5" - 16" 7000 .350_0 13' 26 13 8 63' 111 6" 96.75" 9030 3500 13' 21 9 4 Approved By: Project Name: tt�� n I gg,� 1° �3 Location: _ Date: L I u I N 61 SYSTEMS P.O. Box 100519 a Fort Worth, TX 76185 800.633.8711 Fax: 817.735.4824 = www.wislighting.com Consider the Impact! .Specifications. subject to change without notice 19 Rev. 3/14 NOTE: EXTERIOR LIGHT FIXTURES AND POLES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR 40' CONCRETE POLE W/ 10' BURIAL DEPTH I Luminaire Schedule CONTACT FOR PRICING: cbronstad@wlslighting.com WLS10565 DOLLAR TREE ATLANTIC BEACH, FL PM: CINDI Symbol Qty Label Lumens LLF Description 0 3 A N.A. 0.900 WLS-STL-FTX-LED-SS-CW-UE-GS 30' MOUNTING HEIGHT 00 3 B N.A. 0.900 WLS-STL-FTX-LED-SS-CW-UE-GS 30' MOUNTING HEIGHT � 2 D N.A. 0.900 WSR LED 2 IOA700-40K SR3 MVOLT ELCW 8.67' MOUNTING HEIGHT - - - 7 E N.A. 0.900 WST LED 2 1OA700 40K SR4 MVOLT 12' MOUNTING HEIGHT 300.1 1'(F) - 0.0'(i3) NOTES 1. FOR FIXTURE TYPES 'A' AND'D', PROVIDE 40FT CONCRETE POLES. THESE POLES SHALL MEET WIND LOADING REQUIREMENTS FOR THE INSTALLATION LOCATION CODES AND STANDARDS. 2. FIXTURES SHALL BE FINISHED BRONZE. ALL FIXTURES MUST BE EQUAL IN MATERIAL, QUALITY, WARRANTY, PHOTOMETRICS, SIZE, AND FINISH. ALL FIXTURES CONSIDERED EQUAL MUST BE SUBMITTED TO THE ARCHITECT/ENGINEER DURING THE SHOP DRAWING PROCESS. A PHOTOMETRIC CONFIRMATION, WITH A POINT BY POINT LAYOUT MUST ACCOMPANY THE SUBMITTAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIXTURES TO THE ENGINEER'S AND ARCHITECTS SATISFACTION. THE SPECIFIER WILL REVIEW SUBMITTALS ONE TIME. IF REJECTED, THE CONTRACTOR SHALL SUPPLY ALL FIXTURES AS SPECIFIED. 40' CONCRETE POLE W/ 10' BURIAL DEPTH 1 -GANG BOX WITH 2" CONDUIT FOR SECURITY LAN CABLES 1 -GANG BOX WITH 2" CONDUIT FOR STORE LAN CABLES Y-6"(14) x 2'-6"(W) 3/4" PLYWOOD BACKBOARD INSTALLED BY CONTRACTOR TOP OF BOARD AT 8'-0" AFF. PAINT WHITE — NOTE: EQUIPMENT RACK, SUPPLIED 4 INSTALLED BY TENANT'S DATA CONTRACTOR I -GANG BOX WITH 1" CONDUIT FOR DIAL BACK-UP 4 DSL CABLES - - — - o I -GANG BOX WITH I" CONDUIT FOR PC, PHONE r - 4 DATA CABLES IV 1 -GANG BOX WITH 1-1/2" CONDUIT FOR STORE PAGING CABLES GROUNDING BUS BAR I" FROM RIGHT EDGE OF BACKBOARD -loll WITH h2 AWG (SOLID) COPPER WIRE CONNECTED TO BUILDING _61 GROUNDING SYSTEM. INSTALL IN ACCORDANCE WITH LOCAL, STATE 4 NATIONAL CODES AND STANDARDS DUPLEX RECEPTACLE (IG5362) WITH ISOLATED DEDICATED CIRCUIT ON RP -24 II II II 1 -GANG BOX WITH 3/4" CONDUIT FOR PAGING PHONE. I -GANG BOX WITH 3/4" CONDUIT FOR OFFICE PAGING VOLUME CONTROL JUNCTION BOX FOR EMS OVERRIDE 4 SALES FLOOR LIGHTING SWITCH V-0" LONG PLUG MOLD WITH (2) DEDICATED CIRCUITS, RP -11 4 -19 (CENTERED 4 MIN OF 8 RECEPT) f 1l m DUPLEX RECEPTACLE (46362) WITH ISOLATED GROUND, DEDICATED CIRCUIT ON RP -26 11 ^II 11L-1 II NOTE: CONTRACTOR SHALL LABEL ALL PHONE 31 JACKS/JUNCTIONS AS PER ELEVATION. 3 -8 4'-3 NOTE: ALL FACEPLATES FOR LOW VOLTAGE WIRING WILL BE PROVIDED BY TENANT'S DATA CONTRACTOR DUPLEX RECEPTACLE (IG5362) WITH ISOLATED DEDICATED CIRCUIT ON RP -12 1'-1011 NOTE: ALL CONDUIT SHALL BE INSTALLED INSIDE WALL TO EXTEND 6" ABOVE SALES FLOOR CEILING. ALL CONDUIT STUBS SHALL BE FINISHED WITH CONNECTORMUSHING AND HAVE FULL STRINGS INSTALLED. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. ALL CONDUIT 4 BOXES ARE DIMENSIONED TO CENTERLINE. CONTRACTOR SHALL LABEL TOP OF CONDUIT TO MATCH LABELS ON JACKS/JUNCTIONS BELOW. OFFICE ELEVATION - ELECTRICAL 4 DATA SCALE: 1/4' = 1'-0' NOTE: ALL WIRING, INCLUDING LOUD VOLTAGE WIRING, SHALL 8E INSTALLED IN CONDUIT. POLUS R/W I RINCz INFORMATION FOR HVAC EQUIPMENT HVAC* DISCONNECT SIZE CONDUIT/WIRE SIZE FEEDER PANEL FEEDER BREAKER(S) RTU -1 PROVIDED WITH UNIT 3/4" (3)% 4 (1)'10 GND. LP 19,21,23 RTU -2 PROVIDED WITH UNIT 3/4" (3)% 4 (I)MO GND. LP 25,21,29 RTU -3 PROVIDED WITH UNIT 3/4" (3)% 4 (1)'I® GND. LP 31,33,35 RTU -4 PROVIDED WITH UNIT 3/4" (3)% 4 (I)MO GND. LP 313%41 RTU -5 PROVIDED WITH UNIT 3/4" (3)% 4 (1)'10 GND. LP 26,2830 POWER/WIRING INFORMATION FOR COOLER/FREEZER EQUIF SENT DEVICE" DISCONNECT SIZE CONDUIT/WIRE SIZE FEEDER FEEDER BREAKER(S) 0c, JUNCTION BOX a 96" AFF 1/2" (3)M2 4 (1)012 GND.** CF 1,3 C2 8"x8"X6" JB 0 120" AFF W/20' COILED WIRE 1/2" (2)M2 4 (1)012 GND. CF 5 Fl JUNCTION BOX a 96" AFF " 1/2 (3)'10 4 (1,MO GND.* * CF 1,9 F2 JUNCTION BOX a 96" AFF 1/2" (3)'10 4 (1)'10 GND.* * CF 11,13 F3 8"x8" X6" JB 0 120" AFF W/20' COILED WIRE 1/2" (2)"12 4 (1)012 GND. CF 15,11 * CF 8"x8"X6" J5,0 120" AFF W/20' COILED WIRE 1/2" (2)M2 4 (1,M2 GND. CF 19 * FOR WALK- IN COOLER/FREEZER LIGHTS NOTE: ALL DIMENSIONS ARE TO THE BOTTOM OF THE ASSOCIATED DEVICE. FINAL TERMINATIONS TO COOLER 4 FREEZER EQUIPMENT IS BY THE EQUIPMENT INSTALLER * * INCLUDES: (2) HOT, (1) NEUTRAL, 4 (1) GROUND POSER PLAN cDG P,LE: 1/5"=l' -O" NORTH ELECTF....1CAL LEGEND EM.S. ENERGY MANAGEMENT SYSTEM ® CEILING RECEPTACLE, 120V, 20A DUPLEX RECEPTACLE: 12OV, 20A li' DUPLEX RECEPTACLE: 20A,125 VOLT, WITH ISOLATED GROUND: NUBBLE 0IG-5262 GFIq DUPLEX RECEPTACLE: 120V, 20A, GROUND FAULT INTERRUPT CIRCUIT UP DUPLEX RECEPTACLE: 120V, 20A, GROUND FAULT INTERRUPT CIRCUIT WITH WEATHERPROOF COVER SW (P DUPLEX RECEPTACLE: 120V, 20A, ABOVE WINDOW, IN WALL OR IN CEILING, BUT WITHIN 18" OF TOP OF WINDOW Q) JUNCTION BOX 0 PUSHBUTTON: MOUNT 42" AFF UNLESS OTHERWISE NOTED. ST SIGNAL TRANFORMER MOUNT T-0" AFF IN STOCKROOM I TELEPHONE OUTLET: PROVIDE AND INSTALL ALL NECESSARY CONDUIT, CABLE, DEVICE BOXES AND PLATES. RUN TO BACKBOARD. CONNECTION BY OWNER/DEVELOPER'S CONTRACTOR COORDINATE LOCATION WITH OWNER/DEVELOPER QUADRAPLEX RECEPTACLE ® BELL: 4" DIAMETER SINGLE MAGNET VIBRATING TYPE 24 VAC, 30 VA EDWARDS • 554G5. MOUNT ABOVE CEILING. D FIRE ALARM PULL STATION FAA FIRE ALARM REMOTE ANNUNCIATOR WALL MOUNTED FIRE ALARM HORN/STROBE (BOTTOM AT 80" AFF) C�CEILING MOUNTED FIRE ALARM HORN/STROBE © WALL MOUNTED FIRE ALARM STROBE (BOTTOM AT 8011 AFF) ® DUCT SMOKE DETECTOR D PANEL 'CF' 1®S FIRE ALARM SMOKE DETECTOR PANEL 'RP' PANEL 'LP's HOME RUN ARROWHEAD - NUMBER OF LCP 4 E.M.S. ARROWHEADS INDICATES NUMBER OF CIRCUITS. 'ACF ON CKT. RP -31 * TWIST -LOCK FLUSH RECEPTACLE: RR IGAT ION CONTROL 20A,125 VOLT. MOUNT 6" AFF. ;)N CKT. RP -29 TELEPHONE BACKBOARD UITH DEDICATED QUAD :)UTL.ET ON RP -10 SPEGI,4L NOTE CONTRACTOR SHALL REFER TO THE TEMPERATURE SENSOR MOUNTING DETAIL ON SHEET EM -3 FOR PLACEMENT AND INSTALLATION INSTRUCTIONS PRIOR TO INSTALLING. Oliver • Little Is, Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com 0 0 'Enneering, Inc. F 0 FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 RP -22 AT REAR DOOR SC^ AAINCCL Date: BELL NEAR STOCKROOM--, DOOR CHIME 6CHE1" LATIC DIAGI SCALE: NONE FOUJEfR FLAN NOTE&: �l CONTRACTOR SHALL REFER TO EMS SHEETS FOR INSTRUCTION AND RESPONSIBILITIES FOR INSTALLING OWNER/DEVELOPER SUPPLIED ENER3Y MANAGEMENT SYSTEM PRIOR TO BIDDING AND INSTALLATION. 2� FOR EMPLOYEE DESK AREA, PROVIDE AND INSTALL 30" LONG PLUGMOLD WITH (1) 120V, 20A CIRCUIT AND A MINUMUM OF FIVE RECEPTACLES. CENTER THE PLUGMOLD, MOUNT AT 3'-2" AFF., AND CONNECT TO CIRCUIT RP -25. PROVIDE AND INSTALL (1) SINGLE -GANG DATA BOX MOUNTED IN HORIZONTAL CONFIGURATION WITH 3/4" STUB -UP. MOUNT DATA DEVICE AT V-5" AFF. WATER NEATER - UNIT IS 208V, 4500W, WITH 1/2" C, (2)010 4 (1)010 GROUND TO PANEL "RP", CIRCUIT 30,32. PROVIDE LOCKABLE CIRCUIT BREAKER COORDINATE ACTUAL LOCATION WITH PLUMBING. THE QUAD RECEPTACLE SHOWN IS ACTUALLY MADE UP OF TWO DUPLEX RECEPTACLES WITH THE TWO CIRCUITS SHOWN. MOUNT RECEPTACLE AT 18" A.P.P. LOCATE OUTLET NEXT TO LOCKERS. COORDINATE LOCATION WITH FIXTURE PLAN. THE ELECTRO HAND DRYERS IN EACH TOILET ARE PROVIDED BY OWNER/DEVELOPER AS PART OF THE RESTROOM -IN -A -BOX PACKAGE AND ARE TO BE CONNECTED BY THE ELECTRICAL CONTRACTOR VIA CIRCUITS RP -18 4 RP -20, CONTRACTOR SHALL SUPPLY AND INSTALL COMPACT FLUORESCENT LIGHT (CFL) BULBS IN EACH LANE LIGHT AT CHECKOUTS, (2) PER LANE LIGHT. CFL'S SHALL BE 13 WATT (EQUIVALENT TO (00 WATT INCANDESCENT)* SELF BALLASTED SCREW IN LAMP WITH STANDARD BASE, HELIX (HLX) LAMP SHAPE, NON -DIMMABLE AND AN AVERAGE LIFE OF 10000 HOURS. INSTALL AND/OR CONNECT WP/CxFCI RECEPTACLE AT ROOFTOP UNIT AS REQUIRED. CONNECT TO CIRCUIT RP -16. ROOFTOP UNIT MAY BE SUPPLIED WITH UN -WIRED RECEPTACLE BUILT-IN. POWER POLES ARE PROVIDED BY OWNER/DEVELOPER FOR INSTALLATION BY ELECTRICAL CONTRACTOR CONNECT ICE CREAM FREEZER OUTLET TO PLUGMOLD CIRCUIT RP -11 IN OFFICE. 10 INSTALL 3" CONDUIT FROM TELEPHONE UTILITY INTERFACE AT PROPERTY LINE TO TELEPHONE BACKBOARD (TBB). COORDINATE INTERFACE POINT WITH LOCAL TELEPHONE UTILITY. 6150611 PULL SOX 1211X12° PULL 5OX- I11 CONDUIT - 6'S06" PULL 50X- 1" CONDUIT- 615Uo11 PULL 5OX- 111 Wt,4mlT- EACH ADDITIONAL CHECKOUT WILL REQUIRE A 61111 PULL BOX FED BY 1'1 CONDUIT NOTES: -- 1. WHEN ACCE:PTALE TO THE AUTHORITY HAVING JUR ISD ICT ION, LOW VOLTAGE WIRING DOES NOT HAVE TO BE INSTALLED IN CONDUIT, 2, ALL BENDS MUST BE RADIUS, NO RIGHT ANGLES OR "L511, 3. INSTALL PULL BOX AFTER EVERY 180 DEGREES OF BENDS AND/OR 150'. 4. ALL CONDUIT MUST HAVE USABLE PULL STRING. 6, THIS PLAN IS DIAGRAMMATIC ONLY. 211 CONDUIT \-111CONDUIT WNDUIT SINGLE GANG BOX IN CEILING SINGLE GANG WALL MOUNT BOX AT TELEPHONE BACKBOARD S INC -A-E GANG BOX IN CEILING 1 11CONDUIT C'S w BTOG<fROO1 f 44LLUJA-�' /-TOILET� 11 LOW VOLTAGE T L COWUN I CATI ON CONDUIT PLAN 5GHLE: N.T.5. .11 51�STEM INFUTS MANUAL FIRE ALARM PULL BOXES BUILDING SMOKE DETECTOR SPRINKLER WATERFLOW SPRINKLER TAMPER FIRE ALARM( AC POWER FAILURE FIRE ALARM SYSTEM LOW BATTERY OPEN CIRCUIT GROUND FAULT NOTIFICATION APPLIANCE CIRCUIT SHORT HOOD SUPPRESSION SYSTEM DUCT DETECTORS BUILDING SYSTEM OUTfi'UTS I I CENTRAL COMMUNICATOR is X A ex 10, is ,w��fRE 4 �RM S�'S�M M4�fX s Q� / C% oto V, FIRE ALARM SYSTEM NOTE DOLLAR TREE REQUIRES A FIRE ALARM SYSTEM TO BE INSTALLED ON THIS PROJECT. THE SYSTEM SHALL INCLUDE ALL DEVICES INDICATED BY THESE PLANS, AND THE SYSTEM MUST ALSO MEET ANY ADDITIONAL FIRE MARSHAL REQUIREMENTS. INSTALLATION MUST USE FIRE ALARM PANELS SPECIFIED BELOW. ARRANGE FOR CONNECTION AND MONITORING BY VECTOR SECURITY ONLY. YOU MUST PROVIDE THE FOLLOWING ALARM PANEL SO THAT VECTOR SECURITY CAN MONITOR THE SYSTEM: SILENT KNIGHT 5700 OR APPROVED EQUAL CONTACT VECTOR SECURITY AT 703-468-6100. ASK FOR THE DOLLAR TREE SUPPORT TEAM AT LEAST 7 DAYS PRIOR TO THE DATE YOU NEED THE PANEL DOWNLOADED SO WE CAN ASSIGN AN ACCOUNT MANAGER. YOU WILL NEED TO PROVIDE ZONE INFORMATION AND VERIFY CORRECT SIGNALS ARE BEING RECEIVED PRIOR TO INSPECTIONS BY THE FIRE MARSHAL. Oliver* Little o Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com 'En 'neering, Inc. 9M. �F FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 a COMMUNICATIG (SEE NOTES) 120VAC— DED ICATED CIRCUIT FIRE ALARM I1 ANNUNCIATOR CONTROL PANEL PANEL FIRE ALARM NOTES: 1. THE FIRE ALARM CONTROL PANEL SHALL HAVE A BATTERY BACKUP THAT PROVIDES A MINIMUM OF 24 HOURS OF OPERATION IN STANDBY MODE PLUS 5 MINUTES IN ALARM. 2. THE FIRE ALARM SYSTEM SHALL HAVE A DIGITAL COMMUNICATOR THAT 16 CONNECTED TO A UL APPROVED CENTRAL STATION. THE COMMUNICATOR SHALL BE PROVIDED WITH TWO TELEPHONE LINES. 3. SEE PLANS FOR DEVICE QUANTITIES AND LOCATIONS. f'4 1 RE ALARM R 1 SER 5GALE: NONE FI ALARM L E G.;END © FIRE ALARM PULL STATION FAA FIRE ALARM REMOTE ANNUNCIATOR WALL MOUNTED FIRE ALARM HORN/STROBE (BOTTOM AT 80" AFF) C�CEILING MOUNTED F IRE ALARM HORN/STROBE ® WALL MOUNTED FIRE ALARM STROBE (BOTTOM AT 80" AFF) DUCT SMOKE DETECTOR D S FIRE ALARM SMOKE DETECTOR D SPRINKLER SYSTEM TAMPER SWITCH 0 SPRINKLER SYSTEM FLOW SWITCH NOTES: 1. THE FIRE ALARM SYSTEM SHALL BE AN ADDRESSABLE SYSTEM. 2. UPON ACTIVATION, THE SYSTEM SHALL PROVIDE A GENERAL ACTIVATION SIGNAL FOR THE ENTIRE SPACE. 3. ALL WIRING BELOW 8'-0" AFF TO BE INSTALLED IN MINIMUM 3/4" EMT. 4. ALL WIRE RUNS BETWEEN TERMINAL POINTS SHALL BE MADE WITH A SINGLE LENGTH OF WIRE. CONDUCTORS ARE TO BE COLOR CODED, NUMBER CODED, OR BOTH. ALL WIRING SHALL COMPLY WITH ARTICLE -19,0 OF THE NEC. 5. SIGNALING LINE CIRCUITS SHALL BE WIRED PER NFPA STYLE 4 (CLASS B) REQUIREMENTS. 6. INITIATING DEVICE CIRCUITS SHALL BE WIRED PER NFPA STYLE A (CLASS B) REQUIREMENTS. 1. NOTIFICATION APPLIANCE CIRCUITS SHALL BE WIRED PER NFPA STYLE Y (CLASS B) REQUIREMENTS. 8. INSTALL SURGE PROTECTION FOR DATA LINE. MAX SURGE CURRENT SHALL BE 2OkA. 9. INSTALL SURGE PROTECTOR ON AC INPUT TO FIRE ALARM CONTROL PANEL. SURGE PROTECTION SHALL BE PROVIDED FOR L -N, L -G, 4 N -G, WITH A SUPPRESSED VOLTAGE RATING OF 500V AND PEAK SURGE CURRENT OF 39,000 AMPS PER PHASE. 10. ALL REQUIRED DOCUMENTATION REGARDING THE DESIGN OF THE FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS AND THE PROCEDURES FOR MAINTENANCE, INSPECTION, AND TESTING OF FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS, SHALL BE MAINTAINED IN THE TENANT'S OFFICE FOR THE LIFE OF THE SYSTEM. THE FIRE ALARM CONTRACTOR SHALL PROVIDE Al -HOUR OF INSTRUCTION FOR THE TENANT'S PERSONNEL. 11, THE FIRE ALARM SYSTEM SHALL INTERFACE WITH ALL FLOW AND TAPER SWITCHES ON THE SPRINKLER SYSTEM. COORDINATE LOCATIONS WITH SPRINKLER CONTRACTOR, FOR SIGN CIRCUIT. WIRED VIA E.M.S. CONTROLS. COORDINATE LOCATION PRIOR TO ROUGH -IN DAYL IGI LIGHTING S CIRCUIT Z MEN'S RR LIGHT REFLECTED CE IL INCA LEGEND ••2'-0"X4'-0" ACOUSTICAL CEILING TILE AND GRID- SEE FINISH NOTE 4. GWB - PAINT WHITE UNLESS OTHERWISE NOTED. SCALE: NONE FOR SIGN CIRCUIT. WIRED VIA E.M.S. L 16HT I N& FLAN ao 5GALE: 1,a aD NORTH LOCATION PRIOR t0 ROUGH -IN EXTERIOR EMERGENCY LIGHTING UNIT DEXTER IOR EMERGENCY LIGHTING UNIT LIGHTING PLAN NOTE5 Oliver o Little o Gipson neering, nc. OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TPI 37388 Office: 931.454.9940 www.olgengineering.com FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 &CA Date: V' vPALL EXTSIGNS AND EXTERIOR EMERGENCY LIGHTSARE ON PANEL "LP". C�CUR 2. WIRING NOT SHOWN FOR DRAWING CLARITY. 2� SEE MECHANICAL DRAWINGS FOR EXACT LOCATION OF EXHAUST FAN. 3, THE ELECTRICIAN SHALL INSTALL ADDITIONAL WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CLIPPED ON THE GRID, 4i ALL LIGHTING ABOVE OFFICE SHALL BE ON "EMPLOYEE" LIGHTING CONTACTOR (LVL 1), TOILET ROOMS SHALL HAVE OCCUPANCY SENSORS INSTALLED AND CONNECTED AS SHOWN IN DETAIL 04 - SCHEMATIC DIAGRAM, THIS SHEET. SENSOR TO BE LEV ITON CATALOG #OSC IO-UOW. MOUNT ON CEILING NEXT TO DOOR INSIDE RESTROOM, LIGHTS AND OCCUPANCY SENSORS t0 BE WIRED INDEPENDENTLY OF THE TELETROL SYSTEM VIA CIRCUIT LP -1, ELECTRICAL CONTRACTOR SHALL COORDINATE FINAL JUNCTION BOX LOCATION WITH SIGN VENDOR JUNCTION BOX NEEDS TO BE WITHIN FIVE FEET OF SIGN FOR SIGN VENDOR TO MAKE FINAL CONNECTION. CIRCUITS RP -36, RP -38, RP -40, t RP -42 ARE FOR BUILDING SIGNS. THE DAYLIGHTING ZONE INDICATED SHALL BE CONTROLLED VIA THE TELETROL ENERGY MANAGEMENT SYSTEM. INSTALL THE AMBIENT LIGHT SENSOR AT THE LOCATION INDICATED WITH THE SENSOR FACING THE FRONT OF THE STORE. THE SENSOR SHALL BE MOUNTED PER DETAIL ON TELETROL DRAWING EM -4. INSTALL ALL WIRING FOR THE DAYLIGHTING CONTROLS PER TELETROL DRAWING EM -4. THE DUPLEX OUTLET FOR THE SECURITY CAMERA TO BE MOUNTED IN CEILING TILE AND WIRED t0 PANEL "RP", CIRCUIT 28. VERIFY LOCATION PRIOR TO INSTALLATION. ANY NEW LIGHTING FIXTURES WILL BE PROVIDED BY OWNER/DEVELOPER FOR OPER'S CONTRACTOR INSTALLATION L IGHT F IXTURE SCHEDULE RED v LAMPS - ® DIFFUSER LIGHT~- VOLTS 15LACKI QTY. - WATTS WOMEN'S RR SENSOR SCHEDULE z RETURN GRILLE LIGHTING TYPE. NOTES SEE CIRCUIT = EMERGENCY EMERGENCYWALL LIGHT ❑O DOME _I OSP20-RDO LIGHT WITH COMMON (EXTERIOR) ® VENTILATION FAN FURNISHED W/ FIXTURE EXTERIOR — EXHAUST FAN PANEL CEILING HEIGHT (ABOVE FINISH FLOOR) DOOR NOTES= E, J. RED ACK SEESINGLE-FACE • POWER POLE L.E.D. ® EXIT LIGHT BLUE 5 SCD OO CEILING MOUNTED SECURITY CAMERA DOME EX SIGN W/EMERGENCY PANEL SCD I WALL MOUNTED SECURITY CAMERA DOME, BATTERY I BY CODE MOUNT * 10'-0" AFF LIGHTING 8'-0" STRIP LIGHT SEE ELEC. 64. (2) 32W FLUOR FURNISHEDCEILING W/ FIXTURE CIRCUIT WH IL - Q OCCUPANCY SENSOR SEE NOTE 5. OSP20-RDO 1.00 BF. ® CEILING RECEPTACLE, 120V, 20A SCHEMATIC DIAGRAM: 5ATHROOI" I OCCUPANCY SENSOR SCALE: NONE FOR SIGN CIRCUIT. WIRED VIA E.M.S. L 16HT I N& FLAN ao 5GALE: 1,a aD NORTH LOCATION PRIOR t0 ROUGH -IN EXTERIOR EMERGENCY LIGHTING UNIT DEXTER IOR EMERGENCY LIGHTING UNIT LIGHTING PLAN NOTE5 Oliver o Little o Gipson neering, nc. OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TPI 37388 Office: 931.454.9940 www.olgengineering.com FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 &CA Date: V' vPALL EXTSIGNS AND EXTERIOR EMERGENCY LIGHTSARE ON PANEL "LP". C�CUR 2. WIRING NOT SHOWN FOR DRAWING CLARITY. 2� SEE MECHANICAL DRAWINGS FOR EXACT LOCATION OF EXHAUST FAN. 3, THE ELECTRICIAN SHALL INSTALL ADDITIONAL WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CLIPPED ON THE GRID, 4i ALL LIGHTING ABOVE OFFICE SHALL BE ON "EMPLOYEE" LIGHTING CONTACTOR (LVL 1), TOILET ROOMS SHALL HAVE OCCUPANCY SENSORS INSTALLED AND CONNECTED AS SHOWN IN DETAIL 04 - SCHEMATIC DIAGRAM, THIS SHEET. SENSOR TO BE LEV ITON CATALOG #OSC IO-UOW. MOUNT ON CEILING NEXT TO DOOR INSIDE RESTROOM, LIGHTS AND OCCUPANCY SENSORS t0 BE WIRED INDEPENDENTLY OF THE TELETROL SYSTEM VIA CIRCUIT LP -1, ELECTRICAL CONTRACTOR SHALL COORDINATE FINAL JUNCTION BOX LOCATION WITH SIGN VENDOR JUNCTION BOX NEEDS TO BE WITHIN FIVE FEET OF SIGN FOR SIGN VENDOR TO MAKE FINAL CONNECTION. CIRCUITS RP -36, RP -38, RP -40, t RP -42 ARE FOR BUILDING SIGNS. THE DAYLIGHTING ZONE INDICATED SHALL BE CONTROLLED VIA THE TELETROL ENERGY MANAGEMENT SYSTEM. INSTALL THE AMBIENT LIGHT SENSOR AT THE LOCATION INDICATED WITH THE SENSOR FACING THE FRONT OF THE STORE. THE SENSOR SHALL BE MOUNTED PER DETAIL ON TELETROL DRAWING EM -4. INSTALL ALL WIRING FOR THE DAYLIGHTING CONTROLS PER TELETROL DRAWING EM -4. THE DUPLEX OUTLET FOR THE SECURITY CAMERA TO BE MOUNTED IN CEILING TILE AND WIRED t0 PANEL "RP", CIRCUIT 28. VERIFY LOCATION PRIOR TO INSTALLATION. ANY NEW LIGHTING FIXTURES WILL BE PROVIDED BY OWNER/DEVELOPER FOR OPER'S CONTRACTOR INSTALLATION LM L IGHT F IXTURE SCHEDULE LAMPS - LTG. F IXT. FIX. LIGHT~- VOLTS WATTS QTY. - WATTS MOUNTING SCHEDULE SYM, DISCRIPTION TYPE. NOTES SEE EMERGENCY EMERGENCYWALL LIGHT OVER LIGHT WITH (EXTERIOR) ELEC. 15 FURNISHED W/ FIXTURE EXTERIOR BATTERY PANEL DOOR NOTES= E, J. SEESINGLE-FACE CEILING, L.E.D. ® EXIT LIGHT ELEC. 5 FURNISHED W/ FIXTURE UNLES OTHERW I EX SIGN W/EMERGENCY PANEL REQUIRED BATTERY BY CODE NOTE: D. 8'-0" STRIP LIGHT SEE ELEC. 64. (2) 32W FLUOR FURNISHEDCEILING W/ FIXTURE EXTERIOR PANEL 1.00 BF. SURFACE STRIP NOTES= A,C,F,G, SEE NTERIOR/ 4'-0" STRIP LIGHT ELEC. 32 (1) 32W FLUOR FURNISHED CEILING EXTERIOR 8 PANEL 1.00 BF. W/ FIXTURE SURFACE STRIP NOTES: A,C,F,G, S'-0" STRIP LIGHT SEE ELEC. (2) 32W FLUOR FURNISHED EMERGENCY EMERGENCY LIGHT PANEL 1.00 BF. W/ FIXTURE SURFIACE BATTERY NOTES: E,F,G. EMERGENCY 4'-0" STRIP LIGHT SEE ELEC. 32 (1) 32W FLUOR FURNISHED CEILING LIGHT WITH BATTERY EMERGENCY LIGHT PANEL 1.00 BF. W/ FIXTURE SURFACE NOTES: E,F,G. LIGHT FIXTURE SCHEDULE NOTES -- A. DESIGNATED FIXTURE SHALL HAVE TO LAMPS AND ELECTRONIC BALLAST. B. CUT INSULATION (WHEN BATT TYPE IS USED) OR PROVIDE SHIELD AROUND FIXTURE (WHEN BLOWN -IN TYPE 15 USED) TO KEEP INSULATION A MINIMUM OF 3" AWAY FROM FIXTURE. C. ATTACH FIXTURE TO T -BAR PER NEC 410-16. D. FIXTURE PROVIDED WITH DUAL VOLTAGE 120/211V POWER SUPPLY. VERIFY VOLTAGE FOR EACH FIXTURE LOCATION. E. LIGHT FIXTURE SHALL HAVE BATTERY BACK-UP WIRED AHEAD OF LIGHT SWITCHES/CONTACTORS ON SAME CIRCUIT. F. LIGHT FIXTURES DENOTED BY "NL" SHALL REMAIN ON DURING NON -BUSINESS WORKING HOURS. G. WITH NO FINISHED CEILING, LIGHT FIXTURES ABOVE THE SALES FLOOR SHALL BE SUSPENDED 0 12'-0" AFF. AND LIGHT FIXTURES ABOVE THE STOCKROOM SHALL BE SUSPENDED 0 10'-0" AFF. H. FOR EXISTING FIXTURES THAT ARE TO REMAIN, THE CONTRACTOR SHALL REPLACE ALL EXISTING LAMPS WITH NEW LAMPS PROVIDED BY THE CONTRACTOR J. EXTERIOR EMERGENCY LIGHTING UNITS TO BE MOUNTED AT AFF FOR ALL SIDE AND REAR DOORS WHICH WILL PLACE THE LIGHT UNDER THE HOOD. LM 1 1 Ztf.11 I 134.04 *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED 11CF11 PANEL SCHEDULE PANEL SCHEDULE 11LP11 PANEL NUMBER: RP PANEL NUMBER: LP 201) IOOA LOCATION: ISTOCKROOM LOCATION: ISTOCKROOM M,L.O, M.L.O. DIRECTORY o U d J Q DIRECTORY oU) U -j Q kW A B C kW a J Q o U DIRECTORY ° U) a J Q U LTG, TOILETS / EF -1 1 20/1 0.30 0.20 20/1 2 EXIT SIGNS* 0.72 LTG, STOCKROOM (LVL 1) 3 20/1 0.45 1.28 20/1 4 LTG, SALES AREA (LVL 2) 20/1 LTG, SALES AREA (LVL 4) 7-20/1 ISPARE 1.22 1.28 20/1 6 LTG, SALES AREA (LVL 2) 8 LTG, SALES AREA (LVL 1) 7 20/1 1.41 1.34 20/1 8 LTG, SALES AREA (LVL 2) 7 LTG, SALES AREA (LVL 1) 9 20/1 1.28 0.00 20/1 10 SPARE SPARE LTG, CANOPY (LVL 3) 11 20/1 1 1.20 0.71 1 20/1 12 IWALLPACKS (LVL 5) REACH -IN FREEZER (F2) SPARE 13 20/1 0.00 0.10 20/3 14 * ENERGY MANAGEMENT SYSTEM (E.M.S.) SPARE 15 20/1 0.00 0.10 16 SPARE 17 20/1 0.00 0.10 18 WALK-IN FREEZER (F3) RTU -1 (HACR)19 20/2 60/3 4.90 0.00 20/1 20 SPARE 21 4.90 0.00 20/1 22 SPARE 23 4.90 0.00 20/1 24 SPARE COOLER/FREEZER LIGHTS RTU -2 (HACR) 25 60/3 4.90 4.90 60/3 26 RTU -5 (HACR) 27 4.90 4.90 28 1301 29 4.90 4.90 20/1 0.00 RTU -3 (HACR) 31 60/3 4.91 5.35 100/3 32 PANEL 'CF' 133 4.91 4.19 34 35 4.91 4.92 36 20/1 RTU -4 (HACR)37 20/1 60/3 4.91 12.05 100/3 38 PANEL 'RP' 39 4.91 6.40 40 41 4.91 11.27Rl 42 26 SPARE 40 SPARE 27 x. 0.00 1.20 20/1 MAIN BREAKER: 400A 20/1 kW PHASE "A" SPARE 45.27 SPAREI NOTES: R = RECEPTACLE LOAD PANEL AND CIRCUIT BREAKERS ARE PROVIDED BY TENANT FOR TENANT CONTRACTOR'S INSTALLATION MAIN BUS: 400A 0.00 kW PHASE "B" 38.22 VOLTAGE: 208Y120 0.00 kW PHASE "C" 45.22 30 AIC: 22,000 NOTES: R = RECEPTACLE LOAD PANEL AND CIRCUIT BREAKERS ARE PROVIDED BY TENANT FOR TENANT CONTRACTOR'S INSTALLATION TOTAL kW 128.71 kW PHASE "B" MOUNTING: ISURFACE VOLTAGE: 208Y120 LOAD SUMMARY Connected kW Demand Factor Demand kW LIGHTING 21.32 1.25 26.65 HVAC 73.56 1.00 73.56 RECEPTACLES 17.12 1.00 17.12 WATER HEATER 2.25 1.00 2.25 COOLER/FREEZER 14.46 1.00 14.46 1 1 Ztf.11 I 134.04 *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED 1 14.46 *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED CA5H RE6 15TR ISROUNI;� I N& 1;�IAGRAM NOTES CASH REGISTER AND COMPUTER WIRING: • � iii • '� • a� • ♦ • • • � • • i� • � •It• r •♦ DO NOT CONNECT 'ISOLATED' GROUND WIRE TO RACEWAY OR BOX. CONDUIT AND BOX SHALL BE METAL AND METAL -TO -METAL CONNECTORS SHALL BE USED WO FLEX CONDUIT) TO ESTABLISH GROLND PATH FOR BOX AND RACEWAY. DO NOT RLI ANY CIRCUITS WITH CASH REGISTER OR COMPUTER (IG) CIRCUITS. CASH REGISTER DATA SYSTEM CABLE SHALL BE R.12NISHF-D AND INSTALLED BY OTHERS. FURNISH AND INSTALL JUNCTION BOX IN OFFICE AND 2' CONDUIT WITH PULL WIRE TO SALES AREA CEILING CAVITY. EQUIPMENT GROUND CONNECTION OF - ISOLATED GROUND TO EGIUIPMENT GROUND SHALL OCCUR AT THE MAIN PANEL OR DISCONNECT WHERE THE SERVICE GROUND IS ESTABLISHED. CASH REG 1 STER GROUND INCA DIAGRAM SCALE: NONE 14.46 OWNER/DEVELOPER 120/208V MDP OWNER/DEVELOPER 120,(208V H EQUIPMENT GROUND BARS FOR NORMALCIRCUITS INSULATED/ISOLATED GROU BAR FOR CASH REGISTER CIRCUITS ONLY. PER THE EXCEPTION TO NEC 2005, ARTICLE 408-40, CONDUIT AND BOX MUST BE METAL TO PROV� EQUIPMENT GROUND PATH FOR BOX 11CF11 PANEL SCHEDULE -PANEL SCHEDULE 11LP11 PANEL NUMBER: RP PANEL NUMBER: CF 201) IOOA LOCATION: ISTOCKROOM LOCATION: ISTOCKROOM M,L.O, M.L.O. DIRECTORY o U d J Q DIRECTORY o Y U a U CO J Q O kW A B C kW ° U) a J Q U o � U DIRECTORY 2 REACH -IN COOLER (Cl) 1 15/2 0.72 0.36 0.72 20/1 0.00 20/1 2 SPARE 3 0.72 0.90 20/1 6 0.00 1 20/1 4 ISPARE 7 WALK-IN COOLER (C2) 5 20/1 1.08 8 R - STOCKROOM R - REGISTER 0.00 20/1 6 SPARE 20/1 REACH -IN FREEZER (F1) 7 30/2 1.88 20/1 0.36 0.18 0.00 20/1 8 SPARE 9 1.88 1 0.36 0.72 20/1 0.00 20/1 10 SPARE *R - REGISTER (ISOLATED) REACH -IN FREEZER (F2) 11 30/2 2.25 20/1 16 R - ON ROOF 0.00 20/1 12 SPARE 13 2.25 18 HAND DRYER - MEN'S TOILET PLUGMOLD IN OFFICE 0.00 20/1 114 SPARE 0.54 WALK-IN FREEZER (F3) 15 20/2 1.59 R - EMPLOYEE BREAK 21 20/1 0.00 20/1 16 SPARE 17 1.59 23 20/1 0.18 0.00 20/1 18 SPARE 24 COOLER/FREEZER LIGHTS 191 15/1 0.50 0.90 0.36 20/1 0.00 20/1 20 SPARE 20/1 SPARE 21 20/1 0.00 R - SECURITY SYSTEM* IRRIGATION CONTROL FIRE ALARM CONTROL PANEL 29 31 0.00 20/1 22 SPARE 30 32 SPARE 23 2011 0.00 0.00 0.00 20/1 0.00 20/1 24 SPARE 20/2 SPARE 25 20/1 0.00 SIGNAGE (LVL 3) SIGNAGE (LVL 3) PYLON SIGNAGE 39 0.00 20/1 26 SPARE 40 SPARE 27 20/1 1 0.00 1.20 20/1 42 0.00 20/1 28 SPARE SPAREI 29 20/1 0.00 MAIN BREAKER: M.L.O. kW PHASE "A" 0.00 20/1 30 ISPARE NOTES: R = RECEPTACLE LOAD PANEL AND CIRCUIT BREAKERS ARE PROVIDED BY TENANT FOR TENANT CONTRACTOR'S INSTALLATION MAIN BUS: 100A kW PHASE "B" 6.40 VOLTAGE: 208Y120 kW PHASE "C" 11.27 AIC: 22,000 TOTAL kW MAIN BREAKER: M.L.O. kW PHASE "A" Demand Factor Demand kW 5.35 4.19 4.92 1.25 NOTES: R = RECEPTACLE LOAD PANEL AND CIRCUIT BREAKERS ARE PROVIDED BY TENANT FOR TENANT CONTRACTOR'S INSTALLATION MAIN BUS: 100A 1.00 kW PHASE "B" VOLTAGE: 208Y120 1.00 kW PHASE "C" AIC: 22,000 TOTAL kW 14.46 MOUNTING: ISURFACE 1.00 LOAD SUMMARY Connected kW Demand Factor Demand kW LIGHTING 0.00 1.25 0.00 HVAC 0.00 1.00 0.00 RECEPTACLES 0.00 1.00 0.00 WATER HEATER 0.00 1.00 0.00 COOLER/FREEZER 14.46 1.00 14.46 1 14.46 *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED CA5H RE6 15TR ISROUNI;� I N& 1;�IAGRAM NOTES CASH REGISTER AND COMPUTER WIRING: • � iii • '� • a� • ♦ • • • � • • i� • � •It• r •♦ DO NOT CONNECT 'ISOLATED' GROUND WIRE TO RACEWAY OR BOX. CONDUIT AND BOX SHALL BE METAL AND METAL -TO -METAL CONNECTORS SHALL BE USED WO FLEX CONDUIT) TO ESTABLISH GROLND PATH FOR BOX AND RACEWAY. DO NOT RLI ANY CIRCUITS WITH CASH REGISTER OR COMPUTER (IG) CIRCUITS. CASH REGISTER DATA SYSTEM CABLE SHALL BE R.12NISHF-D AND INSTALLED BY OTHERS. FURNISH AND INSTALL JUNCTION BOX IN OFFICE AND 2' CONDUIT WITH PULL WIRE TO SALES AREA CEILING CAVITY. EQUIPMENT GROUND CONNECTION OF - ISOLATED GROUND TO EGIUIPMENT GROUND SHALL OCCUR AT THE MAIN PANEL OR DISCONNECT WHERE THE SERVICE GROUND IS ESTABLISHED. CASH REG 1 STER GROUND INCA DIAGRAM SCALE: NONE 14.46 OWNER/DEVELOPER 120/208V MDP OWNER/DEVELOPER 120,(208V H EQUIPMENT GROUND BARS FOR NORMALCIRCUITS INSULATED/ISOLATED GROU BAR FOR CASH REGISTER CIRCUITS ONLY. PER THE EXCEPTION TO NEC 2005, ARTICLE 408-40, CONDUIT AND BOX MUST BE METAL TO PROV� EQUIPMENT GROUND PATH FOR BOX I ca.ec I *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED 31.;% ON EACH ELECTRICAL PANEL, CIRCUITS DENOTED WITH "(LVL #)" ARE CONTROLLED VIA LIGHTING CONTROL PANEL LCP WHICH IS PART OF THE E.M.S. (ENERGY MANAGEMENT SYSTEM). PER THE FOLLOWING, THE "LVL #" INDICATES THE CONTACTOR(S) THAT WILL SWITCH THE ASSOCIATED CIRCUITS. LVL 1 = DAYLIGHTING - MAIN EMPLOYEE LIGHTS LVL 2 = DAYLIGHTING - MAIN CUSTOMER LIGHTS LVL 3 = SIGNS / CANOPY LIGHTS LVL 4 = DAYLIGHTING - FRONT LVL 5 = PARKING LOT LIGHTS TYPICAL WIRING FOR EACH. ISOLATED GROUND RECEPTACLE cQ ON A CASH REGISTER CIRCUIT O N '--ISOLATED GROUND ATTACHED NOTE: DO NOT RUN CASH REGISTER TO RECPETACLE I8AXATED CIRCUITS IN CONDUIT WITH OTHER CIRCUITS GROUND SCREW RISER LEGEND DASH DOT LINE TYPE INDICATES EXISTING EQUIPMENT TO REMAIN HIDDEN LINE TYPE INDICATES - - EQUIPMENT FURNISHED AND INSTALLED BY OWNER/DEVELOPER CONTINUOUS LINE TYPE INDICATES NEW EQUIPMENT TO BE INSTALLED PHANTOM LINE TYPE INDICATES EXISTING EQUIPMENT TO BE RELOCATED OUTSIDE UNDERGROUND OWNER/DEVELOPER FROM POWER SPACE UTILITY 2 SETS OF: 2"C, (4)03/0 METERING PER LOCAL UTILITY 0 24OV, 400A DISCONNECT, RZED 6 400A, NEMA 31;R "3/0 BARE COPPER GROUNDING ELECTRODE CONDUCTOR 10' MIN. �3/xROUND RODS Date: GENERAL NOTES: Oliver o Little o Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengincering.com 0 'En 'neering, Inc. m2. �F FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 1. ALL WORK SHALL CONFORM( TO THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) -10, NATIONAL ELECTRICAL CODE. ALL ITEMS ARE ON AN OR EQUAL BASIS. 2. ALL SINGLE PHASE BRANCH CIRCUITS (RECEPTACLES, LIGHTING, ETC.) ARE 1/2" CONDUIT OR EMT WITH (3A2 BLACK/WHITE/GREEN, THHN, 'I WIRING. ALL OTHER CONDUIT AND WIRING SHALL BE AS INDICATED ON THE PLANS. ACTUAL ROUTING AND HOMERUN GROUPINGS ARE TO BE DETERMINED IN THE FIELD. 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC EXCEPT FOR DETAILS AND ELEVATIONS. DO NOT SCALE FROM DIAGRAMMATIC DRAWINGS. EXACT LOCATIONS OF DEVICES AND PANELS ARE TO BE DETERMINED AND ROUGHED -IN DURING CONSTRUCTION TO AVOID INTERFERENCE, TO MEET USER REQUIREMENTS, TO PROVIDE ADEQUATE MOUNTING, AND TO MEET NEC LINEAR ACCESS AND CLEARANCE REQUIREMENTS. �. CIRCUIT BREAKER FOR WATER HEATERS TO BE PROVIDED WITH THE MEANS TO BE LOCKED IN THE OPEN POSITION. 5. VERIFY EXACT LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGHING IN. 6. FINAL CONNECTIONS TO ALL AIR -HANDLERS, CONDENSING UNITS, EXHAUST FANS, AND OTHER EQUIPMENT DEVICES WHICH VIBRATE, SHALL BE MADE WITH FLEXIBLE SEALTITE AND APPROPRIATE WIRING. 1. ELECTRICAL DRINKING FOUNTAIN RECEPTACLES SHALL BE LOCATED AS REQUIRED TO CONCEAL RECEPTACLE BEHIND THE WATER COOLER ASSEMBLY. 8. BACK TO BACK MOUNTING OF RECEPTACLES IS NOT PERMITTED. 9. IN ADDITION TO THE NEC REQUIREMENTS FOR GFCI RATED RECEPTACLES, THE FOLLOWING RECEPTACLES SHALL ALSO BE GFCI RATED: (1) -ALL RECEPTACLES LOCATED WITHIN 6 FEET OF A SINK, (2) -ALL RECEPTACLES WHICH ARE PROVIDED FOR CONVENIENCE IN SERVICING HVAC EQUIPMENT REGARDLESS OF LOCATION. EITHER INDIVIDUAL GFCI DEVICES OR GFCI CIRCUIT BREAKERS ARE ACCEPTABLE BUT RECEPTACLES PROVIDED BY CIRCUIT BREAKERS OR OTHER GFCI DEVICES SHALL BE CLEARLY MARKED AS GFCI AND THE SOURCE OF PROTECTION SHOWN. 10. PROVIDE A LAMICOID NAMEPLATE (WHITE LETTERS ON BLACK BACKGROUND) ON EACH PANELBOARD, MOTOR STARTER, CONTRACTOR, TRANSFORMER, ETC. LETTERS SHALL BE 0.15 INCH MINIMUM. 11. CIRCUIT BREAKERS FOR HVAC EQUIPMENT SHALL BE HACR RATED. 12. MINIMUM HORIZONTAL SEPARATION BETWEEN BOXES ON OPPOSITE WALLS OF FIRE RATED WALL SHALL BE 24 INCHES. 13. VERIFY ALL DOOR SWINGS WITH ARCHITECTURAL BEFORE ROUGHING IN LIGHT SWITCHES. 14. TRADE NAMES ARE GIVEN TO CLARIFY TYPE OF PRODUCT AND QUALITY DESIRED. 15. CONTRACTOR SHALL CUT AS REQUIRED TO INSTALL ELECTRICAL EQUIPMENT. REPAIR OF FLOOR OR WALLS SHALL BE COORDINATED WITH GENERAL CONTRACTOR CONTRACTOR SHALL ALSO REPAIR ALL OPENINGS LEFT DUE TO EQUIPMENT REMOVAL. 16. CONDUCTORS ARE AW3*12 COPPER UNLESS OTHERWISE SHOWN. ALL CONDUCTORS LARGER THAN 010 SHALL BE STRANDED. RUNS IN EXCESS OF 90'-0" (ONE WAY) SHALL BE SIZED PER THE NATIONAL ELECTRICAL CODE MAXIMUM 2% VOLTAGE DROP. 1-1. PANELBOARDS SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PLASTIC COVER AFFIXED TO THE INSIDE DOOR 18. ALL FIXTURES, DEVICES, CONDUIT, AND EQUIPMENT SHALL BE SECURED WITH APPROVED HANGERS AND ANCHORS AND IN ACCORDANCE WITH APPROVED STANDARDS OF INSTALLATION. 19. ALL BREAKERS SHOWN IN THE PANELBOARD SCHEDULE SHALL BE RATED AS SHOWN FOR BOTH CIRCUIT CAPACITY AND FAULT CURRENT INTERRUPTING CAPACITY. 20. CONDUIT FOR TELEPHONE OUTLETS TO BE 3/4" EMT. PROVIDE PULL STRING TO TELEPHONE BACKBOARD VIA CONDUITS AND CABLE TRAY WHERE FEASIBLE. 21. ALL PANELBOARDS, DISCONNECT SWITCHES, MOTOR STARTERS, AND CONTACTORS SHALL BE NEMA 1, UNLESS OTHERWISE NOTED. 22. IN ACCORDANCE WITH ARTICLE 250-81 NEC, BOND GROUNDING ELECTRODE SYSTEM TO ALL OF THE FOLLOWING IF AVAILABLE: (1) - BUILDING STEEL (2) - FOUNDATION REBAR (3) - BUILDING COUNTERPOISE (4) - UNDERGROUND METAL COLD WATER PIPE 23. THE GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE SIGN VENDOR FOR ANY ADDITIONAL EXTERIOR SIGNAGE AND THE ASSOCIATED ELECTRICAL REQUIREMENTS. AFTER THE ELECTRICAL DESIGN IN COMPLETE, IT MAY BE DETERMINED THAT CERTAIN SITES REQUIRE SIDE OR REAR SIGNAGE. -I INS IDE OWNER/DEVELOPER SPACE 2 SETS OF: VIC, (4)"3/0, (1)"3 G t I 11CF11 PANEL SCHEDULE 11LP11 PANEL NUMBER: RP 208Y120 201) IOOA LOCATION: ISTOCKROOM 400A M,L.O, M.L.O. DIRECTORY o U d J Q kW A B C kW a J Q U o U DIRECTORY *R - REGISTER (ISOLATED) 1 20/1 0.36 0.72 20/1 2 R - SALES AREA R - REGISTER 3 20/1 0.36 0.72 20/1 4 1 R - SALES AREA R - REGISTER 5 20/1 0.36 0.90 20/1 6 R - SALES AREA / HALLWAY *R - REGISTER (ISOLATED) 7 20/1 0.36 1.08 20/1 8 R - STOCKROOM R - REGISTER 9 20/1 0.36 0.36 20/1 10 QUAD @ TELEPHONE BACKBOARD *R - REGISTER (ISOLATED) 11 20/1 0.36 0.18 20/1 112 R - OFFICE (ISOLATED)* R - REGISTER 13 20/1 1 0.36 0.72 20/1 14 R - STOREFRONT *R - REGISTER (ISOLATED) 15 20/1 0.36 0.90 20/1 16 R - ON ROOF PLUGMOLD IN OFFICE / ICE CREAM FREEZER 17 20/1 1.26 1.20 20/1 18 HAND DRYER - MEN'S TOILET PLUGMOLD IN OFFICE 19 20/1 0.54 1.20 20/1 20 HAND DRYER - WOMEN'S TOILET R - EMPLOYEE BREAK 21 20/1 0.18 1 0.20 20/1 22 CHIME TRANSFORMER R - EMPLOYEE BREAK 23 20/1 0.18 0.18 20/1 24 R - OFFICE CCTV (ISOLATED)* EMPLOYEE DESK AREA 25 20/1 0.90 0.36 20/1 26 R - OFFICE (ISOLATED)* * ENERGY MANAGEMENT SYSTEM (E.M.S.) 27 20/1 0.20 0.36 20/1 28 R - SECURITY SYSTEM* IRRIGATION CONTROL FIRE ALARM CONTROL PANEL 29 31 20/1 20/1 0.20 0.20 2.25 2.25 30/2 30 32 WATER HEATER* SPARE 33 20/1 0.00 0.00 20/1 34 SPARE PARKING LOT LIGHTS (LVL 5) 35 37 20/2 1.80 1.80 1.20 1.20 20/1 20/1 36 38 SIGNAGE (LVL 3) SIGNAGE (LVL 3) PYLON SIGNAGE 39 20/1 1.20 1.20 20/1 40 ISIGNAGE (LVL 3) SPAREI 41 20/1 0.00 1.20 20/1 42 ISIGNAGE (LVL 3) MAIN BREAKER: M.L.O. kW PHASE "A" 12.05 NOTES: R = RECEPTACLE LOAD PANEL AND CIRCUIT BREAKERS ARE PROVIDED BY TENANT FOR TENANT CONTRACTOR'S INSTALLATION MAIN BUS: 100A kW PHASE "B" 6.40 VOLTAGE: 208Y120 kW PHASE "C" 11.27 AIC: 22,000 TOTAL kW 29.72 MOUNTING: ISURFACE LOAD SUMMARY Connected kW Demand Factor Demand kW LIGHTING 10.65 1.25 13.31 HVAC 0.00 1.00 0.00 RECEPTACLES 16.82 1.00 16.82 WATER HEATERI 2.25 1.00 2.25 COOLER/FREEZER 0.00 1.00 0.00 I ca.ec I *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED 31.;% ON EACH ELECTRICAL PANEL, CIRCUITS DENOTED WITH "(LVL #)" ARE CONTROLLED VIA LIGHTING CONTROL PANEL LCP WHICH IS PART OF THE E.M.S. (ENERGY MANAGEMENT SYSTEM). PER THE FOLLOWING, THE "LVL #" INDICATES THE CONTACTOR(S) THAT WILL SWITCH THE ASSOCIATED CIRCUITS. LVL 1 = DAYLIGHTING - MAIN EMPLOYEE LIGHTS LVL 2 = DAYLIGHTING - MAIN CUSTOMER LIGHTS LVL 3 = SIGNS / CANOPY LIGHTS LVL 4 = DAYLIGHTING - FRONT LVL 5 = PARKING LOT LIGHTS TYPICAL WIRING FOR EACH. ISOLATED GROUND RECEPTACLE cQ ON A CASH REGISTER CIRCUIT O N '--ISOLATED GROUND ATTACHED NOTE: DO NOT RUN CASH REGISTER TO RECPETACLE I8AXATED CIRCUITS IN CONDUIT WITH OTHER CIRCUITS GROUND SCREW RISER LEGEND DASH DOT LINE TYPE INDICATES EXISTING EQUIPMENT TO REMAIN HIDDEN LINE TYPE INDICATES - - EQUIPMENT FURNISHED AND INSTALLED BY OWNER/DEVELOPER CONTINUOUS LINE TYPE INDICATES NEW EQUIPMENT TO BE INSTALLED PHANTOM LINE TYPE INDICATES EXISTING EQUIPMENT TO BE RELOCATED OUTSIDE UNDERGROUND OWNER/DEVELOPER FROM POWER SPACE UTILITY 2 SETS OF: 2"C, (4)03/0 METERING PER LOCAL UTILITY 0 24OV, 400A DISCONNECT, RZED 6 400A, NEMA 31;R "3/0 BARE COPPER GROUNDING ELECTRODE CONDUCTOR 10' MIN. �3/xROUND RODS Date: GENERAL NOTES: Oliver o Little o Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengincering.com 0 'En 'neering, Inc. m2. �F FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 1. ALL WORK SHALL CONFORM( TO THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) -10, NATIONAL ELECTRICAL CODE. ALL ITEMS ARE ON AN OR EQUAL BASIS. 2. ALL SINGLE PHASE BRANCH CIRCUITS (RECEPTACLES, LIGHTING, ETC.) ARE 1/2" CONDUIT OR EMT WITH (3A2 BLACK/WHITE/GREEN, THHN, 'I WIRING. ALL OTHER CONDUIT AND WIRING SHALL BE AS INDICATED ON THE PLANS. ACTUAL ROUTING AND HOMERUN GROUPINGS ARE TO BE DETERMINED IN THE FIELD. 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC EXCEPT FOR DETAILS AND ELEVATIONS. DO NOT SCALE FROM DIAGRAMMATIC DRAWINGS. EXACT LOCATIONS OF DEVICES AND PANELS ARE TO BE DETERMINED AND ROUGHED -IN DURING CONSTRUCTION TO AVOID INTERFERENCE, TO MEET USER REQUIREMENTS, TO PROVIDE ADEQUATE MOUNTING, AND TO MEET NEC LINEAR ACCESS AND CLEARANCE REQUIREMENTS. �. CIRCUIT BREAKER FOR WATER HEATERS TO BE PROVIDED WITH THE MEANS TO BE LOCKED IN THE OPEN POSITION. 5. VERIFY EXACT LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGHING IN. 6. FINAL CONNECTIONS TO ALL AIR -HANDLERS, CONDENSING UNITS, EXHAUST FANS, AND OTHER EQUIPMENT DEVICES WHICH VIBRATE, SHALL BE MADE WITH FLEXIBLE SEALTITE AND APPROPRIATE WIRING. 1. ELECTRICAL DRINKING FOUNTAIN RECEPTACLES SHALL BE LOCATED AS REQUIRED TO CONCEAL RECEPTACLE BEHIND THE WATER COOLER ASSEMBLY. 8. BACK TO BACK MOUNTING OF RECEPTACLES IS NOT PERMITTED. 9. IN ADDITION TO THE NEC REQUIREMENTS FOR GFCI RATED RECEPTACLES, THE FOLLOWING RECEPTACLES SHALL ALSO BE GFCI RATED: (1) -ALL RECEPTACLES LOCATED WITHIN 6 FEET OF A SINK, (2) -ALL RECEPTACLES WHICH ARE PROVIDED FOR CONVENIENCE IN SERVICING HVAC EQUIPMENT REGARDLESS OF LOCATION. EITHER INDIVIDUAL GFCI DEVICES OR GFCI CIRCUIT BREAKERS ARE ACCEPTABLE BUT RECEPTACLES PROVIDED BY CIRCUIT BREAKERS OR OTHER GFCI DEVICES SHALL BE CLEARLY MARKED AS GFCI AND THE SOURCE OF PROTECTION SHOWN. 10. PROVIDE A LAMICOID NAMEPLATE (WHITE LETTERS ON BLACK BACKGROUND) ON EACH PANELBOARD, MOTOR STARTER, CONTRACTOR, TRANSFORMER, ETC. LETTERS SHALL BE 0.15 INCH MINIMUM. 11. CIRCUIT BREAKERS FOR HVAC EQUIPMENT SHALL BE HACR RATED. 12. MINIMUM HORIZONTAL SEPARATION BETWEEN BOXES ON OPPOSITE WALLS OF FIRE RATED WALL SHALL BE 24 INCHES. 13. VERIFY ALL DOOR SWINGS WITH ARCHITECTURAL BEFORE ROUGHING IN LIGHT SWITCHES. 14. TRADE NAMES ARE GIVEN TO CLARIFY TYPE OF PRODUCT AND QUALITY DESIRED. 15. CONTRACTOR SHALL CUT AS REQUIRED TO INSTALL ELECTRICAL EQUIPMENT. REPAIR OF FLOOR OR WALLS SHALL BE COORDINATED WITH GENERAL CONTRACTOR CONTRACTOR SHALL ALSO REPAIR ALL OPENINGS LEFT DUE TO EQUIPMENT REMOVAL. 16. CONDUCTORS ARE AW3*12 COPPER UNLESS OTHERWISE SHOWN. ALL CONDUCTORS LARGER THAN 010 SHALL BE STRANDED. RUNS IN EXCESS OF 90'-0" (ONE WAY) SHALL BE SIZED PER THE NATIONAL ELECTRICAL CODE MAXIMUM 2% VOLTAGE DROP. 1-1. PANELBOARDS SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PLASTIC COVER AFFIXED TO THE INSIDE DOOR 18. ALL FIXTURES, DEVICES, CONDUIT, AND EQUIPMENT SHALL BE SECURED WITH APPROVED HANGERS AND ANCHORS AND IN ACCORDANCE WITH APPROVED STANDARDS OF INSTALLATION. 19. ALL BREAKERS SHOWN IN THE PANELBOARD SCHEDULE SHALL BE RATED AS SHOWN FOR BOTH CIRCUIT CAPACITY AND FAULT CURRENT INTERRUPTING CAPACITY. 20. CONDUIT FOR TELEPHONE OUTLETS TO BE 3/4" EMT. PROVIDE PULL STRING TO TELEPHONE BACKBOARD VIA CONDUITS AND CABLE TRAY WHERE FEASIBLE. 21. ALL PANELBOARDS, DISCONNECT SWITCHES, MOTOR STARTERS, AND CONTACTORS SHALL BE NEMA 1, UNLESS OTHERWISE NOTED. 22. IN ACCORDANCE WITH ARTICLE 250-81 NEC, BOND GROUNDING ELECTRODE SYSTEM TO ALL OF THE FOLLOWING IF AVAILABLE: (1) - BUILDING STEEL (2) - FOUNDATION REBAR (3) - BUILDING COUNTERPOISE (4) - UNDERGROUND METAL COLD WATER PIPE 23. THE GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE SIGN VENDOR FOR ANY ADDITIONAL EXTERIOR SIGNAGE AND THE ASSOCIATED ELECTRICAL REQUIREMENTS. AFTER THE ELECTRICAL DESIGN IN COMPLETE, IT MAY BE DETERMINED THAT CERTAIN SITES REQUIRE SIDE OR REAR SIGNAGE. -I INS IDE OWNER/DEVELOPER SPACE 2 SETS OF: VIC, (4)"3/0, (1)"3 G t I 11CF11 '�RPil 11LP11 208Y120 208Y120 201) IOOA IOOA 400A M,L.O, M.L.O. MCB 1-1/4"C, (4n, (1)x'8 G t (1)08 I.G. 1-1/4"C, (4)03 4 (1)08G CIRCUITS TO LIGHT FI>MRES .T NEW E,M,S, PANEL FURNISHED BY OWNER/DEVELOPER, INSTALLED 5Y ELECTRICAL CONTRACTOR, MAKE ALL FINAL CONNECTIONS. (SIZE AND QUANTITY AS REQUIRED) CONDUIT TO E.M.S. CONTACTOR PANEL FOR LIGHTING CIRCUITS RISER DIAGRAM SCALE: NONE • 1 SECTION 16010 - 6ENERAL PROVISIONS I.O I RELATED DOCUMENTS A. THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND GENERAL REQUIREMENTS APPLY TO T14E WORK SPECIFIED IN THIS SECTION. 1.02 DESCRIPTION A. THIS SECTION DEFINES THE GENERAL PROVISIONS WHICH ARE COMMON TO ALL SECTIONS OF DIVISION 16. B. THE INFORMATION IN THE SPECIFICATIONS AND THE PLAN SPECIFICATIONS DO NOT NECESSARILY INDICATE OR DESCRIBE EACH ITEM NECESSARY FOR THE FULL PERFORMANCE AND COMPLETION OF THE PARTICULAR WORK THE CONTRACTOR MAY BE BIDDING. TI -ESE DOCUMENTS PROVIDE THE GENERAL INTENT NECESSARY TO INFORM THE CONTRACTOR OF THE OWNER'S DESIRE FOR THE SYSTEMS REQUIRED FOR ELECTRICAL. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH THE EXISTING C. WORK INCLUDED: I. ALL ELECTRICAL WORK HEREIN SPECIFIED AND/OR SHOWN ON DRAWINGS UNLESS NOTED OTHERWISE. 2. WORK BY THE UTILITY COMPANY FOR WHICH TI-E12E IS A BACKCHARGE. ALL ELECTRICAL BACK CHARGES TO BE INCLUDED UNDER THIS DIVISION 16 CONTRACT. 3. INSTALLATION SHALL BE COMPLETE FROM THE LOCATION DESIGNATED BY THE ELECTRICAL UTILITY COMPANY AS THE POINT OF SERVICE CONNECTION, TO THE FINAL CONNECTION OF MOTORS, FIXTURES, DEVICES APPARATUS OR PIECES OF EQUIPMENT, UNLESS MODIFIED BY DRAWINGS OR THESE SPECIFICATIONS. 4. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS SHALL BE UNDERSTOOD TO COVER COMPLETE OPERATING SYSTEMS. THE DRAWINGS AND SPECIFICATIONS ARE TO BE TAKEN TOGETHER. WORK SPECIFIED AND NOT SHOWN, OR WORK SHOWN AND NOT SPECIFIED SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH DRAWINGS AND SPECIFICATIONS. 5. MINOR ITEMS AND ACCESSORIES REASONABLY INFERRED AS NECESSARY TO THE COMPLETE AND PROPER OPERATION OF ANY SYSTEM, SHALL BE PROVIDED BY THIS CONTRACTOR OR SUBCONTRACTOR FOR SUCH SYSTEMS. D. DESCRIPTION OF SYSTEM: 1. COMPLETE POWER WIRING TO MAIN DISCONNECT SWITCH, CABINET , AENDEQUIPMENT, ISCELANEOUS OUTLETS. 2. GENERAL WIRING FOR POWER, LIGHTING, AND MISCELLANEOUS SYSTEMS. 3. MATERIALS AND EQUIPMENT FOR ELECTRICAL WORK. 4. ELECTRIC SERVICE AND DISTRIBUTION. 5. MOTOR AND EQUIPMENT WIRING, INCLUDING STARTERS IF REQUIRED. 6. GENERAL AND EMERGENCY LIGHTING AND POWER SYSTEMS. 7. CONTACTORS FOR LIGHTING AND SIGN CONTROL SYSTEMS. 8. TELEPHONE BACK BOXES AND EMPTY CONDUIT. 9. ARRANGE FOR SOURCES OF TEMPORARY CONSTRUCTION SERVICES. SUCH SERVICES SHALL BE NOMINALLY 120/208 VOLT, 3 PHASE, 4 WIRE FROM WHICH A COMPLETE SYSTEM OF TEMPORARY POWER AND LIGHTING SHALL BE INSTALLED FOR ALL CONSTRUCTION NEEDS AND AS REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH DEPARTMENTS.(OSHA) TEMPORARY SERVICES SHALL BE REMOVED UPON COMPLETION OF WORK. 10. COMPUTER SYSTEM EMPTY CONDUIT RACEWAY. 11. WIRING OF POWER CONNECTIONS TO EQUIPMENT FURNISHED AND INSTALLED BY OTHERS. 12. CUTTING, PATCHING, EXCAVATION AND BACKFILL, AND CONCRETE WORK REQUIRED TO COMPLETE THE WORK OF THIS SECTION. BACKFILL SHALL BE COMPACTED TO 95% OF STANDARD COMPACTION. ALL EXISTING SURFACES SHALL BE PATCHED OR REPLACED TO 'LIKE NEW' CONDITIONS. 13. ALL OTHER EQUIPMENT, MATERIAL DEVICES, ACCESSORIES REQUIRED AND/OR SHOWN ON THE DRAWINGS. E. RELATED WORK TO BE COMPLETED BY OTHERS: I. TELEPHONE SYSTEM WIRING. 2. COMPUTER SYSTEM WIRING. 3. TELEVISION SYSTEM WIRING. 4. TEMPERATURE CONTROLS AND THERMOSTAT WIRING. F. DEFINITIONS - AS USED WITHIN THE CONTRACT DOCUMENT: I. THE TERM "CONTRACTOR' SHALL BE UNDERSTOOD TO MEAN THE ELECTRICAL CONTRACTOR OR ELECTRICAL SUBCONTRACTOR. 2- 'CIRCUITRY' OR "WIRING' SHALL MEAN ANY ELECTRIC WORK. 3. "PACKAGE UNIT" SHALL MEAN AN ITEM OF EQUIPMENT HAVING ONE OR MORE MOTORS OR OTHER ELECTRIC ENERGY CONSUMING ELEMENTS INTEGRALLY FACTORY MOUNTED ON A SINGLE BASE, COMPLETE WITH ALL ASSOCIATED CONTROL DEVICES AND INTERCONNECTING WIRING. G. PERMITS: I. OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR THE COMPLETE ELECTRICAL SYSTEM. 1.03 QUAL 1 TY ASSURANCE A. QUALIFICATIONS: I. MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL CONFORM TO N.E.M.A. AND UNDERWRITERS LABORATORIES (UL) STANDARDS IN EVERY CASE, WHERE SUCH STANDARD HAS BEEN ESTABLISHED. ALL EQUIPMENT OF SIMILAR TYPE SHALL BE OF THE SAME MANUFACTURER. B. REQUIREMENTS OF REGULATORY AGENCIES I. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), CURRENT EDITION, AND ANY AMENDMENTS TO THE NATIONAL ELECTRICAL CODE MADE BY THE LOCAL CODE OFFICIALS. 2. WHERE APPLICABLE, ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE AS APPROVED OR LISTED BY THE FOLLOWING AGENCIES: A. FACTORY MUTUAL LABORATORIES. B. NATIONAL FIRE PROTECTION ASSOCIATION. C. UNDERWRITERS LABORATORIES, INC. (UL) D. NATIONAL ELECTRICAL MANLJFACTLJRE12S ASSOCIATION (NEMA) E. AMERICANS WITH DISABILITIES ACT (ADA) C. ALLOWABLE TOLERANCES= L REVIEW ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS FOR ALL DIMENSIONS, LOCATIONS, PARTITIONS AND WALLS, STRUCTURAL DETAILS, AND LOCATION OF MECHANICAL PIPES AND DUCTS SO THAT THE ELECTRICAL INSTALLATION SHALL BE IN COORDINATION WITH THAT OF THE OTHER TRADES. 2. EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF EQUIPMENT FU12NISHED BY OTHER TRADES AND WIRED BY THIS CONTRACTOR SHALL BE OBTAINED FROM THE DRAWINGS OF THE OTHER TRADES. 1.04 SUBMITTALS A. SHOP DRAWINGS FOR ALL FIXTURES, EQUIPMENT, MATERIALS, ETC., SHALL BE SUBMITTED AS SPECIFIED IN DIVISION L B. INSTALLATION, MAINTENANCE AND OPERATING MANUALS AND INSTRUCTIONS FOR ALL EQUIPMENT SHALL BE PROVIDED AS SPECIFIED IN DIVISION 1. 05 APPROVAL PRAAIN65 A. 1.06 A. PREPARE AND SUBMIT FOR APPROVAL SUCH ADDITIONAL ELECTRICAL DRAWINGS, DIAGRAMS, AND SPECIFICATIONS AS ARE REQUIRED BY: I. LOCAL FIRE PREVENTION BUREAU 2. LOCAL BUILDING DEPARTMENT - ELECTRICAL INSPECTION SECTION 3. LOCAL UTILITY COMPANIES COORDINATION AND COOPERATION Lgic TED. B. ALL EQUIPMENT FU CONNECTION ETC. ADEQUATE S� ACE ARE GENERALLY DI OF THE INSTALLATI V VI 1 1�I1V , V1� 111 1 ,.M1 YlI •I11�V VI 11 1V VVI Y I I�r1V 1 . 1.06 GUARANTEE A. PROVIDE ONE YEAR GUARANTEE FOR ALL FIXTURES, EQUIPMENT, MATERIALS AND WORKMANSHIP, UPON FINAL ACCEPTANCE BY OWNER. ANY DEFECTIVE MATERIAL OR FAULTY WORKMANSHIP SHALL BE REPLACED WITHOUT COST TO OWNER. 2.01 PROTECTION A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING 2.02 I NSTALLAT1 ON/APDL I CATI ON/ PERPORMANCE/ERECTION A. APPLICATION, INSTALLATION: I. NO MEASUREMENTS OF A DRAWING BY SCALE SHALL BE USED ASA DIMENSION TO WORK BY. THE DRAWINGS ARE NOT INTENDED TO SHOW COMPLETE OR ACCURATE DETAILS OF THE BUILDING IN EVERY RESPECT. EXACT LOCATIONS AND RELATIONS ARE 2. COMPARE DRAWINGS AND SPECIFICATIONS, CHECKING ALL MEASUREMENTS AND DETERMINE INTENT OF CONTRACT DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION FOR INTERPRETATION PRIOR TO ANY INSTALLATION. 3. 4. PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS INCLUDING OSHA REGULATIONS. 5. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO ANY INSTALLATION. 6. PROVIDE CODE APPROVED CLEARANCES AROUND ELECTRICAL EQUIPMENT. 7. COORDINATE STAGING OF MATERIAL WITH BUILDING MANAGEMENT REPRESENTATIVE AT TIME OF BIDDING. 2.03 P I ELD OVAL I TY CONTROL A. TESTING I. AFTER WIRES ARE IN PLACE AND CONNECTED TO DEVICES AND EQUIPMENT, THE SYSTEM SHALL BE ETDRRUDDDE12ODI IF TESTED F012 OGRONEALBHOT WIRES, AND REPLACED. 2.04 A. 2. ALL METERS, INSTRUMENTS, CABLE CONNECTIONS EQUIPMENT, AND APPARATUS NECESSARY FOR MAKING ALL TESTS, SHALL BE FURNISHED BY THIS CONTRACTOR AT HIS OWN EXPENSE. ADJUST AND CLEAN 2.05 APPROVALS A. OBTAIN ALL PERMITS AND APPROVALS FROM THE GOVERNING BODIES WHICH HAVE JURISDICTION OVER THIS PROJECT. 2.06 I DENT I P I GAT I ON AND TA66 I N6 A. IDENTIFICATION OF DISTRIBUTION SWITCHES OR CIRCUIT BREAKERS INDIVIDUALLY MOUNTED OR OF PANEL BOARDS SHALL BE BY MEANS OF ENGRAVED LAMACOID NAMEPLATES PERMANENTLY FASTENED ON THE FRONT FACE OF THE HOUSING, SHOWING 1/4" NIGH WHITE LETTERING ON A BLACK BACKGROUND. PROVIDE ALL PANEL BOARDS WITH TYPEWRITTEN DIRECTORY. 2.01 SLEEVES A. PROVIDE SLEEVES IN WALLS AND FLOOR SLABS FOR THE PASSAGE OF ALL CONDUITS, PIPES AND DUCTS INSTALLED. SLEEVES SHALL BE SETT IN PLACE IN SUFFICIENT TIME, AHEAD OF CONCRETE WORK, SO AS NOT TO DELAY THAT WORK. 2.08 GUTTI N6 AND PATCH I N6 A. PE-RFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THE WORK, EXCEPT WHERE SPECIFICALLY SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. PATCHING SHALL MATCH EXISTING AND SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE. SECTION 16010 - BASIC MATERIALS AND METHODS 2.01 MATERIALS A. CONDUIT: 1. ELECTRICAL HALLNENERALBLi7WHERE PERMITTED BY CODE EXCEPT WHERE DESCRIBED HEREIN. MINIMUM SIZE CONDUIT SHALL BE 3/4", UNLESS SPECIFICALLY NOTED OTHERWISE, 2. HEAVY -WALL STEEL CONDUIT AND I.M.C. SHALL BE EITHER HOT DIPPED GALVANIZED OR S-ERARDIZED. 3. FLEXIBLE CONDUIT SHALL BE GREENFIELD TYPE EXCEPT, WHERE EXPOSED TO OIL, GREASE, OR WATER -CONDUIT SHALL BE SEALTITE. 4. PLASTIC CONDUIT SHALL BE PVC SCHEDULE 40. 5. CONDUIT SHALL BE AS MANUFACTURED BY ALLIED, TRIANGLE OR APPROVED EQUAL. 6. PROVIDE EXPANSION FITTINGS FOR CONDUITS CROSSING EXPANSION JOINTS. 7. CONDUIT FITTINGS: A. RIGID: THREADED. B. THIN-WALL: COMPRESSION TYPE. C. FLEXIBLE: CONNECTORS SHALL BE COMPATIBLE WITH FLEXIBLE CONDUIT USED. 8. PROVIDE BUSHING AND LOCKNUTS FOR ALL CONDUIT E=NTRIES TO BOXES. B. W112ES AND CABLES: I. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WIRING SHALL BE INSTALLED IN CONDUIT. 2. ALL WIRE SHALL BE TYPE THW OR THWN COPPER. NO ALUMINUM CONDUCTORS WILL BE ALLOWED. 3. WIRE SMALLER THAN #8 SHALL BE SOLID: #8 AND LARGER, STRANDED. 4. CABLE AND WIRE SHALL BE AS MANUFACTURED BY TRIANGLE, GENERAL CABLE, CANADA OR CAROL. C. COLOR CODING- COLOR CODING SHALL BE USED THROUGHOUT THE ENTIRE ELECTRICAL SYSTEM. PROVIDE INDUSTRY STANDARD COLOR CODING FOR THE VOLTAGES INVOLVED. CONTROL WIRING SHALL BE NUMBERED FOR EASY IDENTIFICATION OF' TERMINAL POINTS. NUMBER TERMINAL BLOCKS ACCORDINGLY. D. DISCONNECT SWITCHES: I. SWITCHES SHALL MEET NEMA ENCLOSED SWITCH STANDARDS KSI CURRENT EDITION. SWITCHES SHALL BE QUICK -MAKE, QUICK -BREAK SO THAT OPERATION OF THE CONTACTS SHALL NOT BE CAPABLE DURING NORMAL OPERATION OF THE SWITCH, bF BEING RESTRAINED BY THE OPERATING HANDLE AFTER THE OPENING OR CLOSING OF THE CONTACTS HAS STARTED. 2. ALL SAFETY SWITCHES SHALL BE HEAVY DUTY OF VOLTAGE MATCHING EQUIPMENT SERVED. NEMA I FOR INDOOR USE AND NEMA 312 FOR OUTDOOR USE. SWITCHES SHALL BE AS MANUFACTURED BY WESTINGHOUSE, GENERAL ELECTRIC, SQUARE D, OR SIEMENS. E. FUSES: FURNISH AND INSTALL ALL FUSES. FUSES SHALL BE AS SPECIFIED ON THE DRAWINGS. F. OUTLET PULL AND JUNCTION BOXES OUTLET, PULL AND JUVCT16N BOXES SHALL BE 12 GAUGE, OR HEAVIER, STEL, WITH REMOVABLE KNOCKOUTS. BOXES SHALL BE AS MANUFACTURED BY APPLETON, STEEL CITY OR PACO. SIZE BOXES AS REQUIRED FOR THE INTENDED DUTY, MINIMUM SIZE AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. G. SVIITC14ES I. WALL SWITCHES SHALL BE LOCATED AS INDICATED ON THE DRAWINGS, ARRANGED SINGLY OR IN GANGS AND AT THE HEIGHT SPECIFIED OR INDICATED AND SHALL HAVE PROPER COVERS WITH FINISHES SPECIFIED HEREIN. SWITCHES SHALL BE AS FOLLOWS UNLESS OTHERWISE CALLED FOR ON DRAWINGS OR HEREINAFTER SPECIFIED. A. SWITCHES, 20 AMPERES, 120/277 VOLT SPECIFICATION GRADE, QUIET RATED: BY LEVITON, EAGLE, HUBBELL, OR PASS SEYMOUR. SWITCH SHALL BE WHITE. H. RECEPTACLES: I. RECEPTACLE SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND AT THE HEIGHTS SPECIFIED OR INDICATED. RECEPTACLE AND POWER OUTLETS SHALL BE OF THE GROUNDING TYPE SPECIFICATION GRADE AND AS MANUFACTURED BY HUBBELL, GENERAL RECEPTACLE SHALL BE WHH(TE AGUE OR LEVITON. I. SWITCH AND RECEPTACLE PLATES: I. PLATES IN FINISHED AREAS FOR SWITCHES AND RECEPTACLES SHALL BE WHITE. IDENTIFY ALL DEDICATED CIRCUITS WITH A LASER PRINTED ADHESIVE LABEL INDICATING PANEL AND CIRCUIT NUMBER. J. ELE=CTRICAL CONTRACTOR SHALL PROVIDE ALL ELBOWS, CONNECTORS, ETC., AND INSTALL OUTLETS COMPLETE. K. LIGHTING AND APPLIANCE PALL BOARDS! I. PANELS SHALL BE TYPE INDICATED ON THE RNCHSASAISPAANSPEESSBABREKERS D SPACES AS SCHEDULED. 2. PANELS SHALL COMPLY WITH U.S. FEDERAL SPECIFICATION WPI15A, TYPE I, CLASS I. 3. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE. 4. THE ELECTRICAL CONTRACTOR SHALL BALANCE ALL CIRCUITS. ALL CONDUCTORS SHALL BE CONTINUOUS WITHOUT SPLICING FROM LAST OUTLET TO THEIR TERMINALS IN CABINET. 5. CONTRACTOR SHALL PROVIDE A DIRECTORY OF CIRCUITS FOR CABINET. DIRECTORY SHALL BE TYPEWRITTEN DESIGNATING ROOM OR EQUIPMENT AND CIRCUIT NUMBERS, INCLUDE ANY EXISTING CIRCUITS WHICH REMAIN. Oliver o Little o Gipson OLG Engineering, Inc. 6. WHERE 2 OR 3 POLE BREAKER UNITS ARE CALLED 4. SYSTEM GROUNDING PER LOCAL CODES. _ 301 Industrial Blvd. FOR, THEY SHALL BE ON UNIT WITH COMMON TRIP Tullahoma TN 37388 AND NOT SINGLE POLE UNITS WITH HANDLE TIES. 5. ALL WORK AND CHARGES REQUIRED BY THE LOCAL Office: 931.454.9940 CAPACITY OF MAIN BUSSES SHALL BE AS SHOWN ON UTILITY COMPANY. - www.olgengineering.com THE DRAWINGS. 7. PANEL BOARDS SHALL BE MANUFACTURED BY B. SERVICES •� E n WESTINGHOUSE, SQUARE D, SIEMENS OR GENERAL I. INCOMING ELECTRICAL SERVICE IS 120/208 VOLTS, 'nee r i n g ,n c . El ❑ 3 PHASE 4 WIRE UNLESS NOTED OTHERWISE IN ELECTRICAL RISE L. OUTSIDE DELIVERY DOOR BUZZER: A BUZZER SYSTEM BE 1.02 ' LORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 -"Expiration: 2/28/15 5U5M I TTALS SHALL 3 :; FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR INCLUDING'.' 24VAC TRANSFORMER AND WIRE. BUZZER SHALL BE EDWARDS A. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE CAT. #55-6G5. PUSHBUTTON SHALL BE EDWARDS CAT. #664 SUBMITTED FOR APPROVAL: WITH STAINLESS STEEL PLATE. 3. OUTLET BOXES WITH A 3/4' CONDUIT S INTO I. DISTRIBUTION PANEL BOARDS, LIGHTING PANEL BOARDS, MISCELLANEOUS PANEL BOARDS AS ACCESSIBLE CEILING SPACE WITH PULLWI12E FOR 3.01 PREPARATION/INSTALLATION/ .SCI-�DULED AND INCLUDING ALL PROTECTIVE DEVICES. CABLING BY OTHERS. PROVIDE SEPARATE DEDICATED CONDUITS FOR P.O.S. LINES. (DO NOT SHARE WITH OTHER TELEPHONE OR DATA LINES.) APPLICATION 2.O I EQUIPMENT C. NO ELECTRICAL CONDUITS OR POWER WIRING SHALL PASS OVER A. MAIN SWITCHBOARD SHALL BE SERVICE ENTRANCE RATED THE TELECOMMUNICATIONS CLOSET AND PANELS, EXCEPT FOR A. CONDUIT: AND FRONT ACCESSIBLE WITH REMOVABLE SCREW - ON TELECOMMUNICATIONS ROOM LIGHT FIXTURES. I. INSTALLATION - ALL CONDUIT SHALL BE SIZED IN WIITH THE LOCA UTILITY COMPANY ANDINALLSHALL LOCAL CCODE 3.01 INSTALLATION ACCORDANCE WITH THE NLE.C. REQUIREMENTS. A. CONDUIT TO BE RUN EXPOSED IN UNFINISHED 2.02 DISTRIBUTION PANEL BOARDS A. FURNISH AND INSTALL CONDUIT SYSTEM AS SHOWN. CABLING AND FINAL CONNECTION TO BE BY THE AREAS SUCH AS MECHANICAL AND ELECTRICAL OWNERS SUBCONTRACTOR. THE SYSTEM SHALL CONSIST OF ROOM USED AS ELECTRICAL CLOSETS. ALL A. PANEL BOARD SHALL BE ENCLOSED IN STEEL CABINET OF TELEPHONE/DATA OUTLETS IN LOCATIONS AS INDICATED, OTHER CONDUIT SHALL BE CONCEALED. RIGIDITY AND GAUGE OF STEEL PER UL STANDARD #50 BRANCH CONDUITS, AND ALL ACCESSORIES FOR CABINETS. ALL PANEL BOARDS SHALL BE PROVIDED REQUIRED BY THE TELEPHONE COMPANY FOR COMPLETE B. ALL CONDUIT AND WIRING SHALL BE WITH DOOR LOCKS, ALL KEYED ALIKE. INSTALLATION. CONCEALED WHEREVER POSSIBLE. WHERE CONDUIT AND WIRE CANNOT BE CONCEALED OBTAIN DIRECTION FROM THE ARCHITECT, NO SURFACE MOUNTED CONDUIT, WIREMOLD OR POWER POLES WILL BE ACCEPTABLE, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. C. ALL EXPOSED CONDUITS SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO STRUCTURAL MEMBERS. CAREFULLY COORDINATE EXACT ROUTING WITH THE ARCHITECT'S REPRESENTATIVE, IN THE FIELD, PRIOR TO ANY INSTALLATION. D. ALL CONDUIT SHALL BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. CONDUIT SHALL NOT BE SUSPENDED FROM VENTILATING DUCTS, MECHANICAL PIPING, SUSPENDED CEILING GRIDS, OR THEIR HANGERS. E. ALL CONDUIT SHALL BE MECHANICALLY AND ELECTRICALLY CONTINUOUS FROM OUTLET TO OUTLET AND BOX TO BOX. SECURE CONDUIT FITTINGS AT ALL ENCLOSLRES AND JUNCTIONS. 2. TYPES OF CONDUIT: A. COONCREYWITHIN SLABS, BUILDING CONFINES OUTTSSIDESMASONRY WALLS, IN EARTH FILL, AND EXPOSED IN WET AREAS SHALL BE GALVANIZED STEEL HEAVY WALL OR IMC. COUPLINGS FOR CONDUIT RUN IN POURED CONCRETE SHALL BE CONCRETE TIGHT. B. CONDUIT RUN EXPOSED OR OUTDOORS SHALL BE GALVANIZED STEEL HEAVY WALL OR IMC WITH WATERTIGHT FITTINGS AND BOXES. C. CONDUIT RUN IN DRY AREAS WITHIN BUILDING CONFINES SHALL BE EMT EXCEPT WHERE SPECIFICALLY NOTED 6THE12WISE OR PROHIBITED BY LOCAL CODES. DRY AREAS ARE INSIDE PARTITIONS, CEILING CAVITIES, ABOVE GRADE SLABS, AND AREAS NOT SUBJECT TO DAMAGE. D. CONDUIT WITH TRADE SIZES OVER 1-1/2' AND/OR EXPOSED IN MECHANICAL ROOMS SHALL BE GALVANIZED STEEL HEAVY WALL OR IMC. E. CONDUITS RUN UNDER FLOOR SLABS AND IN CONTACT WITH EARTH MAY BE PVC SCHEDULE 40 ENCASED IN CONCRETE. 3. PROVIDE FULL SIZE GROUND WIRE IN ALL CONDUITS, PVC OR METALLIC. WHERE THE DRAWINGS DO NOT IDENTIFY THE SIZE OF THE EQUIPMENT GROUND WIRE, IT SHALL BE THE SAME SIZE AS THE PHASE CONDUCTORS. B. BOXES, OUTLETS AND CABINETS: I. INSTALL EQUIPMENT AND MATERIALS IN A NEAT AND WORKMANLIKE MANNER AND ALIGN, LEVEL AND ADJUST FOR SATISFACTORY OPERATION. INSTALL EQUIPMENT SO THAT ALL PARTS ARE EASILY ACCESSIBLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR. PROVIDE THE DESIGN, FABRICATION, AND ERECTION OF SUPPLEMENTARY STRUCTURAL FRAMING REQUIRED FOR ATTACHMENT OF HANGERS OR OTHER DEVICES SUPPORTING ELECTRICAL EQUIPMENT. RIGIDLY MOUNT ALL BOXES AND PROVIDE WITH SUITABLE SCREW FASTENED COVERS. PLUG OPEN KNOCKOUTS OR HOLES IN BOXES WITH SUITABLE BLANKING DEVICES. 2. CENTER ALL OUTLETS WITH REGARD TO PANELING, FURRING, AND TRIM. SYMMETRICALLY ARRANGE OUTLETS IN THE ROOM. SATISFACTORILY CORRECT OUTLETS IMPROPERLY LOCATED OR INSTALLED. REPAIR OR REPLACE DAMAGED FINISHES. SET OUTLETS PLUMB AND EXTEND TO THE FINISHED SURFACE 0� WALL, CEILING OR FLOOR WITHOUT PROJECTING BEYOND C. FIRE AND SMOKE PARTITION PENETRATIONS: I. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL FIRE RATED CONSTRUCTION AND INSTALL HIS WORK SO AS TO MAINTAIN THE INTEGRITY OF THE FIRE CODE RATING. MAINTAIN RATING OF FIRE RATED AND SMOKE RATED CONSTRUCTION. SLEEVES SHALL BE STEEL OR PRE -MANUFACTURED SLEEVES SIMILAR TO PIPE SHIELDS, INC., FOR BARE PIPE THROUGH FIRE WALLS AND FLOORS, MODEL WFB, DFB OR QDFB. FOR PLASTIC PIPE, USE TYPE WFB WITH ONE INCH THICK CALCIUM SILICATE INSULATION ENCASED IN METAL SLEEVE EXTENSION TWO FEET EITHER SIDE OF FIRE RATED WALLS OR FLOOR. SEAL ANNULAR SPACE AROUND CONDUITS. FOR FIRE AND SMOKE RATED FLOORS, WALLS AND PARTITIONS, USE UL LISTED MATERIAL THAT MAINTAINS FIRE RATED WALL AND FLOOR INTEGRITY SIMILAR TO PTV FOAM, DOW CORNING 'FIRE STOP' OR PIPE SHIELDS, INC., MODEL WFB, DFB, OR QDFB. FOR NON -RATED WALLS AND PARTITIONS, USE MINERAL OR GLASS FIBER INSULATION. SECTION 16400 - SERVICE AND DISTRIBUTION .01 DESCRIPTION A. WORK INCLUDED: I. CURRENT TRANSFORMERS CABINET. 2. MAIN SWITCHBOARD. 3. A COMPLETE DISTRIBUTION SYSTEM. B. BUS STRUCTURE SHALL BE COPPER. C. SHORT CIRCUIT CURRENT RATING SHALL BE EQUAL TO OR PANEL BOARD BUT NOT LESS THAN 50,0001 AMPERES SYMMETRICAL. D. PANEL BOARDS SHALL BE AS SHOWN ON THE DRAWINGS WITH E. PROVIDE A TYPEWRITTEN PANEL DIRECTORY FOR EACH PANEL, IDENTIFYING THE USE OF EACH CIRCUIT INCLUDING ANY EXISTING CIRCUITS WHICH REMAIN. 2.03 CONNECTIONS A. ALL MAIN FEEDER CONNECTIONS SHALL BE MADE WITH SOLDERLESS CONNECTORS, BOLTED TYPE. SMALLER WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS - MINNESOTA MINING 'SKOTCHLOCKS" OR IDEAL 'WINGNUTS" 3.01 INSTALLATION A. SYSTEM GROUNDING I. SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LOCAL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE UTILITY COMPANY. SEE DETAILS ON DRAWINGS FOR ADDITIONAL GROUNDING REQUIREMENTS. B. ELECTRICAL SERVICE: 1. ELECTRICAL SERVICE SHALL BE UNDERGROUND FROM THE UTILITY COMPANY'S SERVICE UNLESS NOTED OTHERWISE IN ELECTRICAL RISER 2. THE UTILITY COMPANY WILL FURNISH, INSTALL AND CONNECT ALL PRIMARY SERVICE CONDUCTORS. 3. THIS CONTRACTOR SHALL CONTACT THE UTILITY COMPANY AND OWNER/DEVELOPER TO OBTAIN AU INFORMATION NECESSARY FOR THE WORK, INCORPORATE THEIR INSTRUCTIONS INTO TI -E WORK, AND OBTAIN THEIR APPROVAL OF ALL WORK AND MATERIAL. INCLUDE ALL COSTS IN BASE BID. SECTION 16500 - LIGHTING SYSTEMS AND CONTROLS 1.01 DESCRIPTION A. WORK INCLUDED: I. INSTALLING LIGHTING FIXTURES WITH LAMPS. HANGERS, AND CONTROLS AS SHOWN ON DRAWINGS AND LIGHTING FIXTURE SCHEDULES. B. REQUIREMENTS 1, 1.01 DESCRIPTION A. WORK INCLUDED: I. ALL WORK SHALL COMPLY WITH THE LATEST NATIONAL ELECTRIC CODE (N.E.C.) AND ALL LOCAL CODES. COORDINATE EXACT CODE REQUIREMENTS AND LOCAL AMENDMENTS WITH LOCAL INSPECTOR PRIOR TO ANY INSTALLATION. 2. CONTRACTOR SHALL CONTACT THE UTILITY COMPANY AND INCORPORATE ALL REQUIREMENTS INTO THE NEW WORK. 3. GROUND IN ACCORDANCE WITH THE N.E.C. AND ALL LOCAL CODES. REFER TO DETAILS ON SHEET E-4 FOR ADDITIONAL INFORMATION. 4. ASSUMED AVAILABLE FAULT CURRENT IS 50,000 AMPS R.M.S.. CONTRACTOR SHALL VERIFY WITH UTILITY COMPANY REPRESENTATIVE AND REPORT ANY DISCREPANCIES TO ARCHITECT/ENGINEER PRIOR TO ORDERING EQUIPMENT. 2. ALL FLUORESCENT LAMP BALLASTS SHALL BE ELECTRONIC TYPE WITH MAXIMUM 10% TOTAL HARMONIC DISTORTION (THD). 3. PROVIDE ALL EXIT AND EMERGENCY LIGHTING AS REQUIRED BY APPLICABLE CODE(S). SECTION 16700 - COMMUNICATIONS 1.01 DESCRIPTION A. WORK INCLUDED: I. EMPTY BACKBOXES AND CONDUIT SHALL BE FURNISHED AND INSTALLED BY E.ECTRICAL CONTRACTOR. 2.01 TELEPHONE 5YSTEM/COMPUTER SYSTEM A. TELEPHONE SYSTEM GROUNDING CONDUCTORS, FURNISH A #6 AWG, COPPER GROUNDING CONDUCTOR FROM EACH TELEPHONE SERVICE EQUIPMENT TO RESPECTIVE ELECTRICAL SERVICE GROUNDING ELECTRODE SYSTEM. B. TELEPHONE/COMPUTER CONDUIT SYSTEM FURNISH AS INDICATED ON THE DRAWINGS, INCLUDING THE FOLLOWING: I. TELEPHONE SERVICE CONDUITS FOR UNDERGROUND SERVICE, 2 OTHER CONDUITS AS INDICATED ON THE DRAWINGS. FURNISH #14 AWG SOFT IRON PULL WIRE OR HEAVY NYLON CORD IN EACH CONDUIT FOR PULLING THE TELEPHONE CABLE TO EACH TERMINATION POINT. 5. PROVIDE FUSES AT ALL LOCATIONS SHOWN ON THE DRAWIN( OR REQUIRED FOR SUPPLEMENTAL PROTECTION. WHERE AMP RATING OF PROTECTIVE DEVICE IS 600 AMPS OR LESS, PROVIDE BUSSMAN LOW -PEAK CURRENT LIMITING FUSES, CLASS PKI ON PANELS, RK5 (WITH DUAL ELEMENT FUSET12ON UP TO 100 A, ABOVE 100 A DUAL ELEMENT LOW PEAK), HAVING AN INTERRUPTING RATING OF 200,000 AMPS RMS, UNLESS NOTED 601 AMPS, PROVIDE BUSSMAN 'LIMITRON' FUSES, CLASS 'L', HAVING AN INTERRUPTING RATE OF 200,000 AMPS RMS UNLESS NOTED OTHERWISE. PROVIDE SIMILAR TYPE, HI -CAP" FUSES WHERE SHOWN. SPARE FUSES. DELIVER TO THE OWNER AT THE TIME OF FINAL INSPECTION ONE SPARE SET OF 3 FUSES FOR EACH TYPE, SIZE AND VbLTAGE INSTALLED. F r0%r,"4"ar ipe PANEL to • • r� i� ✓//r%j/ � ry � „� it WIBI¢IJ I � i e, y /iii � Y. // moi/ l r y r r7 rrown 4'toiX01's -or "___'o,,Aw, wio �� , f'� � AAI�� APPROX. I NET ALTITUDE. 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It EXT., K-77 POLYURETHANE F -I -P WtL " - N FREEZER/fOO ER EINTERIORCOOLER XTERIOR uqul4in drier an m@drum and large cabnat models system isfatmry as:emhl,•e,'avacaat@d, marRr+e, run teswd.nd Uutdcar madNs- ri Mase •a tai REFRIGERANT L 71, II i imilinm NET ALT:TUDE W EIGHT PEAU e NS AuFFICIr, �.; , € - TOPS: 4" FOAM -FRAME IT G) POLYURETHANE F -I -P wJL na piping .. , r parnms ns tan red - ams m Cabinet paneU are fatirrmnd from F.ca Rauge aWmfnum •weather hood W' 6" ALUMINUM �� -�-"-" "'-�- - ... } as n , .r -" .......... �r m i S6A 6ALV AMB(49 - NEW 5TYLE N IHa Pit or -Ts ,v reaw c s rru, ursine .nrce A HOM1nTo.11thFur ISI moan _ �- R404A/R507 340 115)1/60 _.---.- ! FOAM -FRA FREEZER: WALL5 : 4" ME (T 6), L 5-20R _ /B0\/E----7 ABOVE C. �' Q C. ,-� ,., „° `� COVE BASE .. ^ t� O.a C, t, C_,, . ' ^ " EXTERIOR INTERIOR ,4 J Ar�A POLYURETHANE F -I -P ,°` _ WALL _ C < FASTEN W/ G WALL R , A Al I JMINI N r.nv� RACF o _ -- vv�✓ rL€ vrnlvurl Llnr{vlvl✓ ren { 1. IIV I LICitJI� t LVVIC / l r t-t<ttLtKl _— 51ZE $ .144(P 5HANK ® 24" OVER 0.032 5T000O ALUMINUM FIN15H _ YL x CONT. GONDEN51% GONDEN51N6 AGGE55ORIE5 : I EA. - 36" X 78" HINGED, INFIT, 4"THK. FREEZER WITH �' J ig/>y i9(FREEZER ONLY) 12'-6" O.D. COMBINATION I$ COIL UNIT 4 COIL UNIT HEATED FRAME (3 511?E5), HEATED WIPER SWEEP�••, 1 ' POWER POWER i I EVAPORATOR r SUPPLY REFRIGERANT �f-'4I� #14 TEK SCREWS 0 24 O.G. f'� � AAI�� APPROX. I NET ALTITUDE. T Wunld� Rh eva [ til Rush to reign opo grew pars nt gr g U NeKromc contrclz faria,tlwe tem eatr•e conlrcl •C enemsace evaporazirm pan ne drain line P Y (PTN042H6AE) (PTNO52L6BE) 2NDMA6NETIG GASKET -' "' "' POWER EVAPORATOR ! SUPPLY ----"-�"..........................z......................-- Unit JJ..// O O 3'-6" COOLER 9'-0" FREEZER l 1 Overhead Walk-in Cooler Product Guide �Q �. ( 66A5T0000 6ALV. STEEL INT. It EXT., K-77 FREEZE WtL " - N FREEZER/fOO ER -NFREEZER/COOLER uqul4in drier an m@drum and large cabnat models system isfatmry as:emhl,•e,'avacaat@d, marRr+e, run teswd.nd Uutdcar madNs- ri Mase •a tai REFRIGERANT L 71, II i imilinm NET ALT:TUDE W EIGHT wired-np pigingwbgsa can ssic Instal pones LaUrr tet parnh a . hbrcxt@d )lino hcavr Hauge aluminum •weather hood *I wJL na piping .. , r parnms ns tan red - ams m Cabinet paneU are fatirrmnd from F.ca Rauge aWmfnum •weather hood W' "AnaAr"� Is COIL UNIT -�-"-" "'-�- - ... } as n , .r -" .......... �r '....--_- ��t- i S6A 6ALV AMB(49 - NEW 5TYLE I R404A/R507 340 115)1/60 _.---.- 11.3 1S ! 4,3 1 L 5-20R _ /B0\/E----7 ABOVE IEA 36" X 78" HINGED INFI4"THK - T COOL ER DOOR a WITH MAGNETIC, GASKET .a_ a (266A 5TU000 6ALV. STEEL INT. d EXT., K-71 v (�IIIIIIIIIIIIIII@III W� Q W/4bq, 2-1<61, AND I-KIOI 14) II II °IBCA 6ALV JAMB (3 1/2") - NEW 5TYLE o I 2 EA. - 44" X 86" PLA5TIG GURTAIN5(2) #14x2" TEK SCREWS ` CN— #740-5224-1, 2 EA. - INNOVATIVE LIGHTING O ING., EC -OBRITE MODEL 46" IN LENG(ANGLE TO WALL) DOOR 2x4 DOOR TH) 5PAGER 2 EA. - POWER SUPPLY, REGULATED CLA55 2 60W/12V, ° o PANEL ION O I) I ( MODEL #7SE 50-aa95-1 O 4 EA. - MOUNTING GLIP5 750-aQIO-1 2 EA. - WIDE 2X4 J BOX (2) 3/6'1 HILTI ANGHOR5 Q 5 EA. - 5MALL 2X4 J BOX (ANGLE TO FLODR) 5EGURE DOOR 5EGTION 1/2"A 1/2"x6"L . 166. 2 EA. -WIDE PVC, J BOX (PSCC#58240) STEEL ANGLE EA. LEG OF DOOR SEG IT ON I EA. - HEATED AIR VENT (#1830) I EA. - OPENIN6 FOR PRO 3 UNIT (PTNO42HbAE) NOTES: O I EA. -OPENING FOR PRO 3 UNIT (PTN052L6BE) N LAG DOWN TOPS (PRE- DRILLED HOLES) 01=TAT1� U JAI K-r-�� Q/r 0e01P j I EA. - INTERIOR RAMP (2q i/2" DEEP; 3)4" PLYWOOD, PVC, SCREED -COOLER l� j� t �v is (� 040 SMOOTH ALUMINUM) PRE -DRILLED HOLES ON FLOOR PLATING GENERAL NOTE5: 6'-6" 3'-0" S-0" 2 EA. - PRE -WIRED WEI55 ALARM W/4 1/2 METER 2 -WALL GL05E OFFS I " I. THE PROP05ED FREEZER/GOOLER UNIT 51ZE 15 INDICATED ON FLOOR PLAN. 51 DE ELEVATION PROBE � !" 2. ALL WALK-IN It MERGHAND151% UNITS ARE SELF CONTAINED AND DO NOT REQUIRE A FLOOR DRAIN. PLAN VIEW - MINI FRONT ELEYATION -MINI -MINI p TO'�""� PLAN3. IN5TALLATION OF THESE N5F, ETL 4 UL L15TED UNIT5 5HALL COMPLY WITH ALL STATE AND LOCAL GODE5 PER APPROVED PLANS. .a A Brand of Heatcraft Refrigeration Products -'- --- A Brand of Heatcraft Refrigeration ProductsA Brand of Heatcraft Refrigeration Products I A Brand of Heatixaft Refrigeration Products ! 2175 West Park Place Boulevard 2175 West Park Place Boulevard l PTN042H6AE PTN042iH6AE 2v5 West Park Place Boulevard 2175 west Park P ace 0oulevard ! Stone Mountain, GA 30087 Stone Mounr�in, GA 30087 1 FTN052L6BE , PTN052L6BE 800.537.7775 I Stone Mountain, GA 30087 Stone Mountain, GA 30087 800.537.7775 800.S37.7775 800.537.7775 4fac e:7.ta araNt*#aai- www.thecoldstandard.com;,I tl;yaq wa7.thecoldstandard.com +rtt www.thecoldstandard.com ,;,_ ,;, ;a.;. www,thecoldstandard.rom .: _.us ...... ....... -._..- .._._.... ---- --- --'-- - - - .. .._.. _ - _--___-_. - - ---- - .......--_-_ - _ Project: Dollar Tree QUO'A7i0N: UN201008300g2532 Item No: l Project Doi{ar Tree QUOTATION: UN20100830082532 Item No: i I _ Project: Dollar Tree I QUQTA%ON: UN201008300SD602 Item No: i Project: Dollar Tree —..__. _.._— - , -- - _ _ QUOTATION: UN20100830080602 Nem No: l -ocaflan: submitted Gy: Larry Norton j nift Location: - _._-__-- - Submithdby: Larry Norton i Location: �- St;tmitted by: tarry Norton -_. ._..._. t 2 z --___ ...... ......... ___ --- _-.- _,___ Submitted by: LarryNorton Customer. Hili Phoenix Walk in Division OATS: 8/30/2010 Customer, HIII Phoenix Walk in Division DATE:_ $/30/2010 i Castamer. Hilt Phoenix Walk In Division DATE: 8/30/2010 Custamec Hilt Placard. Walk In Division DATE: 8(30/2010 ......... - _.A�.. ___ .� _ _._ ___ . .. � `may '•fY%B„'y Rte! sl lEW1S iTtCt -- Identity a: For Record By: ld,ntny 4: ,. _„ ,____, For Record 8y: — _Identity 4: For Record Oy: identity R` For Record 0y. _....._ X Ti ❑ For Approval Date: Tag: I U For Approval Date: - - - -_._ -.... ..__ __ _._._ ____ --_. _... lag ..... I _Far Appnval Date: Tag: ❑ ForA oval Date: __ _ ALK -IN COOKER O PHYSICAL & ELECTRICAL & CAPACITY DATA STANDARD FEATURES PHYSICAL & ELECTRICAL & CAPACITY DATA C*M R Gon, ucnon: © O Tao moun'd2 .nth ev,i watt • di fiush rateilio � shiner Rirmstruniarr: r•'7 sign W 6 ■ ■ ■ L...I r�Oiat7ai7-"�`� ■ A� 1 ' POWER POWER i I EVAPORATOR r SUPPLY REFRIGERANT I ( r { Unit MCA MOP!- NEMA APPROX. I NET ALTITUDE. T Wunld� Rh eva [ til Rush to reign opo grew pars nt gr g U NeKromc contrclz faria,tlwe tem eatr•e conlrcl •C enemsace evaporazirm pan ne drain line P Y t.t -' "' "' POWER EVAPORATOR ! SUPPLY ----"-�"..........................z......................-- Unit r NEMA ---_--__ ..__ -------------- APPROX. tlectro^ucontrois'a'accurate temperature control •Condensate eva orafem rN .olio@ �� li9wdNne drier na-ff-;. ann lar gr cabinet nadNs SYStem�tfa<tMYasSeVY:aed,@YM:Va[ed,Chargfd,,unftltCdand OatdgCr!nadd5- l 1 Overhead Walk-in Cooler Product Guide �Q �. CFM Vans/Ph/ Hz FREEZE Receptacle __ "" WEIGHT _ ... uqul4in drier an m@drum and large cabnat models system isfatmry as:emhl,•e,'avacaat@d, marRr+e, run teswd.nd Uutdcar madNs- ri Mase •a tai REFRIGERANT L CFM Volts/Ph/ I Hz MCAT MOP+ I Amps imilinm NET ALT:TUDE W EIGHT wired-np pigingwbgsa can ssic Instal pones LaUrr tet parnh a . hbrcxt@d )lino hcavr Hauge aluminum •weather hood I na piping .. , r parnms ns tan red - ams m Cabinet paneU are fatirrmnd from F.ca Rauge aWmfnum •weather hood W' "AnaAr"� - I �- 2Q8_ `- na -�-"-" "'-�- - ... } as n , .r -" .......... �r '....--_- ��t- i :- ear a y pr dor warrm:ty •Crankcaseheate • Drain line heater I R404A/R507 340 115)1/60 _.---.- 11.3 1S ! 4,3 1 L 5-20R _ t 32 0 - T COOL ER DOOR a WITH MAGNETIC, GASKET .a_ a (266A 5TU000 6ALV. STEEL INT. d EXT., K-71 v (�IIIIIIIIIIIIIII@III W� Q W/4bq, 2-1<61, AND I-KIOI 14) II II °IBCA 6ALV JAMB (3 1/2") - NEW 5TYLE o I 2 EA. - 44" X 86" PLA5TIG GURTAIN5(2) #14x2" TEK SCREWS ` CN— #740-5224-1, 2 EA. - INNOVATIVE LIGHTING O ING., EC -OBRITE MODEL 46" IN LENG(ANGLE TO WALL) DOOR 2x4 DOOR TH) 5PAGER 2 EA. - POWER SUPPLY, REGULATED CLA55 2 60W/12V, ° o PANEL ION O I) I ( MODEL #7SE 50-aa95-1 O 4 EA. - MOUNTING GLIP5 750-aQIO-1 2 EA. - WIDE 2X4 J BOX (2) 3/6'1 HILTI ANGHOR5 Q 5 EA. - 5MALL 2X4 J BOX (ANGLE TO FLODR) 5EGURE DOOR 5EGTION 1/2"A 1/2"x6"L . 166. 2 EA. -WIDE PVC, J BOX (PSCC#58240) STEEL ANGLE EA. LEG OF DOOR SEG IT ON I EA. - HEATED AIR VENT (#1830) I EA. - OPENIN6 FOR PRO 3 UNIT (PTNO42HbAE) NOTES: O I EA. -OPENING FOR PRO 3 UNIT (PTN052L6BE) N LAG DOWN TOPS (PRE- DRILLED HOLES) 01=TAT1� U JAI K-r-�� Q/r 0e01P j I EA. - INTERIOR RAMP (2q i/2" DEEP; 3)4" PLYWOOD, PVC, SCREED -COOLER l� j� t �v is (� 040 SMOOTH ALUMINUM) PRE -DRILLED HOLES ON FLOOR PLATING GENERAL NOTE5: 6'-6" 3'-0" S-0" 2 EA. - PRE -WIRED WEI55 ALARM W/4 1/2 METER 2 -WALL GL05E OFFS I " I. THE PROP05ED FREEZER/GOOLER UNIT 51ZE 15 INDICATED ON FLOOR PLAN. 51 DE ELEVATION PROBE � !" 2. ALL WALK-IN It MERGHAND151% UNITS ARE SELF CONTAINED AND DO NOT REQUIRE A FLOOR DRAIN. PLAN VIEW - MINI FRONT ELEYATION -MINI -MINI p TO'�""� PLAN3. IN5TALLATION OF THESE N5F, ETL 4 UL L15TED UNIT5 5HALL COMPLY WITH ALL STATE AND LOCAL GODE5 PER APPROVED PLANS. .a A Brand of Heatcraft Refrigeration Products -'- --- A Brand of Heatcraft Refrigeration ProductsA Brand of Heatcraft Refrigeration Products I A Brand of Heatixaft Refrigeration Products ! 2175 West Park Place Boulevard 2175 West Park Place Boulevard l PTN042H6AE PTN042iH6AE 2v5 West Park Place Boulevard 2175 west Park P ace 0oulevard ! Stone Mountain, GA 30087 Stone Mounr�in, GA 30087 1 FTN052L6BE , PTN052L6BE 800.537.7775 I Stone Mountain, GA 30087 Stone Mountain, GA 30087 800.537.7775 800.S37.7775 800.537.7775 4fac e:7.ta araNt*#aai- www.thecoldstandard.com;,I tl;yaq wa7.thecoldstandard.com +rtt www.thecoldstandard.com ,;,_ ,;, ;a.;. www,thecoldstandard.rom .: _.us ...... ....... -._..- .._._.... ---- --- --'-- - - - .. .._.. _ - _--___-_. - - ---- - .......--_-_ - _ Project: Dollar Tree QUO'A7i0N: UN201008300g2532 Item No: l Project Doi{ar Tree QUOTATION: UN20100830082532 Item No: i I _ Project: Dollar Tree I QUQTA%ON: UN201008300SD602 Item No: i Project: Dollar Tree —..__. _.._— - , -- - _ _ QUOTATION: UN20100830080602 Nem No: l -ocaflan: submitted Gy: Larry Norton j nift Location: - _._-__-- - Submithdby: Larry Norton i Location: �- St;tmitted by: tarry Norton -_. ._..._. t 2 z --___ ...... ......... ___ --- _-.- _,___ Submitted by: LarryNorton Customer. Hili Phoenix Walk in Division OATS: 8/30/2010 Customer, HIII Phoenix Walk in Division DATE:_ $/30/2010 i Castamer. Hilt Phoenix Walk In Division DATE: 8/30/2010 Custamec Hilt Placard. Walk In Division DATE: 8(30/2010 ......... - _.A�.. ___ .� _ _._ ___ . .. � `may '•fY%B„'y Rte! sl lEW1S iTtCt -- Identity a: For Record By: ld,ntny 4: ,. _„ ,____, For Record 8y: — _Identity 4: For Record Oy: identity R` For Record 0y. _....._ X Ti ❑ For Approval Date: Tag: I U For Approval Date: - - - -_._ -.... ..__ __ _._._ ____ --_. _... lag ..... I _Far Appnval Date: Tag: ❑ ForA oval Date: __ _ ALK -IN COOKER O PHYSICAL & ELECTRICAL & CAPACITY DATA STANDARD FEATURES PHYSICAL & ELECTRICAL & CAPACITY DATA C*M R Gon, ucnon: © O Tao moun'd2 .nth ev,i watt • di fiush rateilio � shiner Rirmstruniarr: r•'7 sign W 6 ■ ■ ■ L...I r�Oiat7ai7-"�`� ■ A� LMCA=Mi@Emum Ci,xui[Atr.' it' •�`••v. ••_•,.•,,s ..,.. •.:<,�..c ..,-,,.r,•.•., rv.. au., Fans: ren -cycling P.e. y z3D/I/6D n g fMOP=Maaunurn N Mat •Drain linCFceaier i__.___.__.,,,,,, _, ___. ._ _. _ ._. „, _ Direct drrvefan mM.aS _. .. Fins. Fan tycl�ng 'MCA Nnimumc:Y[.itAmpicity � ,•••.^..� .. .,••w•�.w„� .^.,^.,^,-:.-- ,^^„^�. ,, ,,.•.,,•., ....,,,,,• _ � -.,,, .. „.„�„„w,„,„„ . CAPACITY RTUH at 957 Ambient Die tdrive NIS"Mon, SMOP=h1axlmum0 amint Protection PSC tan maters :n bath <cneen p, donaiCS f ) t €tRtt6Wat� A ... _..�.... ------- • EC @vapnmtot lin n'wiM arc agdar;a! , CAPACITY (STILI at 95'F A +357 Room +38'F Room WE Roam ` F%C fan motors in bath GenaensinA units and evagar l -30'F Raom -20'F Roam mhient mom fi.t of am $ €F01” {sbrtegpt iff'itAtja 1tYk8 (ifp _ '--�— ccevaPatatnrfan-txvsareoptinnel ide[}pf dtks i ,,. +35'F' Roost _8'F Roam 0'F Room -30'F Room 20'F Room OPTIONS 4360 4570 _ 0 0 0 ! ''a - i ._._ _ .._,.__ _-__.._...................... oPTlo"s _� 1 Movnt@dogtmns _._...__._. ( 7435?221 6 73 K I94`if1 flu 12 -_ _.__.._..._. __ ___.._...._ .. _ . ..... ......... ......... _ __ __ .—_ 0 ; D 7fJOG 5360 3910 _—_—_-.... _-- :None _.._. _i € i 84.aEtRF1'7 Bb.�QFtt ? _ ,BA � 96N! SAS[.( 2374"E 5SSb ` Mounted Options: ...._, _.. _._..-_._.-___._.—.._.___�--_..,. __. ......... .,.. .. . ...... I S I Q Lone : .,._... _ _. ,.____,_, _ ,,,_,,,_,.,. .._,__...,.._..,.,.,............................, ...._ ,,._, - _. _..........._.__. _..,.,_...,... . _ ^Shpt Dose Dptians: i v'% .:: . """'""'.,"'•"„ Ship Laos, /)Qtions: I ...-__._ _...................__... ._.____ _ {} i ..,i- : None i "_ .,..,.�f _... Ship. _-._......._. _.._ ._ . _ _... ..... _..........._._C _ _ _._ _ _..._ __ __..._..... — 74952?i 1 ti 73 565t1i( iiti.dlml4V _.... _._ 8i3s)Qbils 4&9� by _ 2.3[ils 1?YE] t.fiA 9.2W { S`2 tea. rwv MINIMUM UNITCLEARANCES 1 1 133Utn .. _ ._ .. _, 1 22ara•.. - - MINIMUM UNIT CLEARANCES y: , .vv.,aau ..........T, .. .._ .. ..._ .. ..,," G <�. US ...." --”' 12 ii �ii C& i VWRgt { ---i - z..M,a, f , _.. � i 1„�a„ t R- Maw id�52261 t ?3 56500 6(t: tlfW S4 Its 7.9d W 3 r�-� U • -§, c J i I '..:: � ,... .,:<.....,. � ..> �>: i ,€ .� CikS 12 �.� A 2i.$ i� 1945 ttt .�itglat - .,a.. - - t '^��.... � ( ( s € r! . ............... r w. s.,. .. ;:'i 3':...LL :`: Maim 1 a�imwnro`• _ _ i 1 t.lctt i k 1 i .. ......._.............................................___......-_.......... E F ° r DIMENSIONS (inches) I This is a crnicaliy charged system and DIMENSIONS {inches) I This is a critically charged system and A 8 C D E F G _H J. N requires 47 of of R404A refrigerant D__.F . �.G� H.�_K ; requires 14.5 02 of R404A Refrigerant 52 42 119 4 24.75 38.25 — i .... U 28.1 24,4 15.314 14"1 20.4 ; 1 ' POWER POWER i I EVAPORATOR r SUPPLY REFRIGERANT I ( r { Unit MCA MOP!- NEMA APPROX. I NET ALTITUDE. T Wunld� Rh eva [ til Rush to reign opo grew pars nt gr g U NeKromc contrclz faria,tlwe tem eatr•e conlrcl •C enemsace evaporazirm pan ne drain line P Y '-"'---'--"' -' "' "' POWER EVAPORATOR ! SUPPLY ----"-�"..........................z......................-- Unit r NEMA ---_--__ ..__ -------------- APPROX. tlectro^ucontrois'a'accurate temperature control •Condensate eva orafem rN .olio@ �� li9wdNne drier na-ff-;. ann lar gr cabinet nadNs SYStem�tfa<tMYasSeVY:aed,@YM:Va[ed,Chargfd,,unftltCdand OatdgCr!nadd5- l 1 Overhead Walk-in Cooler Product Guide �Q CFM Vans/Ph/ Hz Amps Receptacle __ "" WEIGHT _ ... uqul4in drier an m@drum and large cabnat models system isfatmry as:emhl,•e,'avacaat@d, marRr+e, run teswd.nd Uutdcar madNs- ri Mase •a tai REFRIGERANT L CFM Volts/Ph/ I Hz MCAT MOP+ I Amps Receptacle NET ALT:TUDE W EIGHT wired-np pigingwbgsa can ssic Instal pones LaUrr tet parnh a . hbrcxt@d )lino hcavr Hauge aluminum •weather hood I na piping .. , r parnms ns tan red - ams m Cabinet paneU are fatirrmnd from F.ca Rauge aWmfnum •weather hood W' "AnaAr"� - I �- 2Q8_ `- na -�-"-" "'-�- - ... } as n , .r -" .......... �r '....--_- ��t- i :- ear a y pr dor warrm:ty •Crankcaseheate • Drain line heater I R404A/R507 340 115)1/60 _.---.- 11.3 1S ! 4,3 1 L 5-20R _ t 32 0 LMCA=Mi@Emum Ci,xui[Atr.' it' •�`••v. ••_•,.•,,s ..,.. •.:<,�..c ..,-,,.r,•.•., rv.. au., Fans: ren -cycling P.e. y z3D/I/6D n g fMOP=Maaunurn N Mat •Drain linCFceaier i__.___.__.,,,,,, _, ___. ._ _. _ ._. „, _ Direct drrvefan mM.aS _. .. Fins. Fan tycl�ng 'MCA Nnimumc:Y[.itAmpicity � ,•••.^..� .. .,••w•�.w„� .^.,^.,^,-:.-- ,^^„^�. ,, ,,.•.,,•., ....,,,,,• _ � -.,,, .. „.„�„„w,„,„„ . CAPACITY RTUH at 957 Ambient Die tdrive NIS"Mon, SMOP=h1axlmum0 amint Protection PSC tan maters :n bath <cneen p, donaiCS f ) t €tRtt6Wat� A ... _..�.... ------- • EC @vapnmtot lin n'wiM arc agdar;a! , CAPACITY (STILI at 95'F A +357 Room +38'F Room WE Roam ` F%C fan motors in bath GenaensinA units and evagar l -30'F Raom -20'F Roam mhient mom fi.t of am $ €F01” {sbrtegpt iff'itAtja 1tYk8 (ifp _ '--�— ccevaPatatnrfan-txvsareoptinnel ide[}pf dtks i ,,. +35'F' Roost _8'F Roam 0'F Room -30'F Room 20'F Room OPTIONS 4360 4570 _ 0 0 0 ! ''a - i ._._ _ .._,.__ _-__.._...................... oPTlo"s _� 1 Movnt@dogtmns _._...__._. ( 7435?221 6 73 K I94`if1 flu 12 -_ _.__.._..._. __ ___.._...._ .. _ . ..... ......... ......... _ __ __ .—_ 0 ; D 7fJOG 5360 3910 _—_—_-.... _-- :None _.._. _i € i 84.aEtRF1'7 Bb.�QFtt ? _ ,BA � 96N! SAS[.( 2374"E 5SSb ` Mounted Options: ...._, _.. _._..-_._.-___._.—.._.___�--_..,. __. ......... .,.. .. . ...... I S I Q Lone : .,._... _ _. ,.____,_, _ ,,,_,,,_,.,. .._,__...,.._..,.,.,............................, ...._ ,,._, - _. _..........._.__. _..,.,_...,... . _ ^Shpt Dose Dptians: i v'% .:: . """'""'.,"'•"„ Ship Laos, /)Qtions: I ...-__._ _...................__... ._.____ _ {} i ..,i- : None i "_ .,..,.�f _... Ship. _-._......._. _.._ ._ . _ _... ..... _..........._._C _ _ _._ _ _..._ __ __..._..... — 74952?i 1 ti 73 565t1i( iiti.dlml4V _.... _._ 8i3s)Qbils 4&9� by _ 2.3[ils 1?YE] t.fiA 9.2W { S`2 tea. rwv MINIMUM UNITCLEARANCES 1 1 133Utn .. _ ._ .. _, 1 22ara•.. - - MINIMUM UNIT CLEARANCES y: , .vv.,aau ..........T, .. .._ .. ..._ .. ..,," G <�. US ...." --”' 12 ii �ii C& i VWRgt { ---i - z..M,a, f , _.. � i 1„�a„ t R- Maw id�52261 t ?3 56500 6(t: tlfW S4 Its 7.9d W 3 r�-� U • -§, c J i I '..:: � ,... .,:<.....,. � ..> �>: i ,€ .� CikS 12 �.� A 2i.$ i� 1945 ttt .�itglat - .,a.. - - t '^��.... � ( ( s € r! . ............... r w. s.,. .. ;:'i 3':...LL :`: Maim 1 a�imwnro`• _ _ i 1 t.lctt i k 1 i .. ......._.............................................___......-_.......... E F ° r DIMENSIONS (inches) I This is a crnicaliy charged system and DIMENSIONS {inches) I This is a critically charged system and A 8 C D E F G _H J. N requires 47 of of R404A refrigerant D__.F . �.G� H.�_K ; requires 14.5 02 of R404A Refrigerant 52 42 119 4 24.75 38.25 — i .... U 28.1 24,4 15.314 14"1 20.4 ; I E I I I ACCESSIIFJB- negiva SST =Saturated Suction Temperature SST = Saturated Station Temperature ,. 75(} 94951 w STANDARD FEATURES -.._-._.'__._. __._............. ......_._-._._ Page 1 of 2 Page 2 of 2 _.... Page 1 - 2 Page 2 of 2 INNOVATIVE t ICA T1Ii Inc.. Mt Box 366,169 Ft"fftsi" Aw www3nnovativAw cm ROW, To- FroWe brandond IN$ am Iticiessailis oftenowAliklo Iv% lot. k,lormatimprsrHedis saitilmRe 88949-"F,U515-3$$-5549 2 wilow,natire. whies ' SaRge eaLpi»taEc�t�swtlrsikesT3tirediR�e'iaE>�aksycak5iaD5. ?5€Yk04it WALK-IN COOLER SHEET 1 OF 2 [DWALK-IN COOLER SHEET 2 OF 2 WALK-IN FREEZER SHEET 1 OF 2 QI WALK-IN FREEZER SHEET 2 OF 2OR REFERENCE ONLY - DIMENSIONS (inches) DIMENSIONS (inches) i L M N P i R S T U V W L M NFV5TUIVw; i PowersawPly ovinfin R ;. L0 . L I I E I I I ACCESSIIFJB- negiva SST =Saturated Suction Temperature SST = Saturated Station Temperature ,. 75(} 94951 w STANDARD FEATURES -.._-._.'__._. __._............. ......_._-._._ Page 1 of 2 Page 2 of 2 _.... Page 1 - 2 Page 2 of 2 INNOVATIVE t ICA T1Ii Inc.. Mt Box 366,169 Ft"fftsi" Aw www3nnovativAw cm ROW, To- FroWe brandond IN$ am Iticiessailis oftenowAliklo Iv% lot. k,lormatimprsrHedis saitilmRe 88949-"F,U515-3$$-5549 2 wilow,natire. whies ' SaRge eaLpi»taEc�t�swtlrsikesT3tirediR�e'iaE>�aksycak5iaD5. ?5€Yk04it WALK-IN COOLER SHEET 1 OF 2 [DWALK-IN COOLER SHEET 2 OF 2 WALK-IN FREEZER SHEET 1 OF 2 QI WALK-IN FREEZER SHEET 2 OF 2OR REFERENCE ONLY Z O U) V- U) O CU �) L in E J E V a) � U � W cc) CU L J C-4 L ILE REVISION: DATE: 1ST REVIEW RELEASE ENERGY MANAGEMENT SYSTEM NOTES: CLIENT REVIEW RELEASE 8/4/07 CLIENT REVIEW RELEASE 10/24/07 I. GENERAL CONTRACTOR'S RESPONSIBILITIES: 12/22/07 ACCEPTED RELEASE 12/28/07 NOTE'N'MODIFICATION a. Read Dollar Tree Documentation Package and distribute to mechanical and electrical contractors. A. TELETROL SYSTEMS INC. WILL VERIFY THE PROPER OPERATION OF THE 02/18/08 SIMPLESTAT MOUNTING 04/03/08 b. Coordination with the electrical and mechanical contractors to be present during the FOLLOWING ITEMS BY EXERCISING THE CONTROLLED LOAD. NOTE'N' 8'O' MODIFICATION 07/27/09 ADDED DOOR CONTACT NOTE entire remote commissioning for a two-hour period, via telephone, for a complete a. If any end unit (e.g. lighting, roof top unit, supply air fan) cannot be operated for - - — - - L T REMOVED DOOR MONITOR 07/26/11 commissioning of the EMS as deemed by Teletrol Systems Commissioning Agent. mechanical or electrical reasons, Teletrol Systems Inc. Will verify the proper CONTROL SECTION CONTROL SECTION CONTROL SECTION CONTROL SECTION DRAWN: CHECKED: c. Remote EMS commissioning shall be scheduled 24 hours prior to requested operation of the control devices (e.g. contactors, discrete I/O) leading up to the _ _ _ _ i commissioning date. Contact Teletrol Systems Inc., at 615-495-1963, and submit survey for scheduling of remote EMS commissioning. unit. b. Timed operation of lighting loads -employee, customer, parking, and signs. I V_J V I d. Confirm that the mechanical and electrical contractors have completed the Teletrol C. Outside light level control of lighting loads -parking, signs, and security. � � I V Survey form. Confirm Teletrol Survey form is FAXED/EMAILED to Teletrol National d. Operation of HVAC unit heating stages, as indoor environment allows. i RTU -1 , RTU -2 , RTU -3 RTU -4 Account Team at (603) 645-6174 or Teletrol.surveys@philips.com. e. Operation of HVAC cooling stages, as indoor and outdoor environments allow. f. Verification of HVAC unit sensor readings -space and supply temperatures. I I , II. ELECTRICAL CONTRACTOR'S RESPONSIBILITIES: g. Timed override operation of lighting and HVAC loads. I I IV a. Provide labor and installation material, as required, for a complete and operational h. Operation of phase loss monitor HVAC load lockout. I DT DT Teletrol Systems Inc. EMS for this Dollar Tree Stores location. i. CO2 level on Sales Floor I f�/`1 X7/`1 I RA ( I IRA `+ /A p /� SA I p /� SA RA I I RA SA b. Receive and store all Teletrol Systems Inc. material in a safe and secure place until the EMS installation has been completed. 11. MECHANICAL CONTRACTOR'S RESPONSIBILITIES: c. The following equipment will be supplied by Teletrol Systems Inc., and installed by a. Provide labor and installation material, as required, for a complete and operational the Electrical Contractor: Teletrol Systems Inc. EMS for this Dollar Tree Stores tenant space. , I I i. 1 Outdoor Light and Temperature Sensor Assembly (OSA) b. Mechanical Contractor shall verify number and type of roof top units against the I ii.1 Lighting Contactor Panel (IFP Panel) design and report discrepancies that cannot be resolved in the field to the Teletrol iii. 1 Manager Timed Override panel Operations Manager @ 615-495-1963 for further instruction. iv. 1 Seven Foot Ethernet Patch Cable (CATS) d. Review the entire set of plans, perform a job site survey and inventory the Teletrol c. The following equipment will be supplied by Teletrol Systems Inc. and installed by the Mechanical Contractor: i. 4 Remote Duct Temperature Sensor I Systems Inc. equipment to ensure the proper equipment has been ordered and ii. 4 SimpleStat Thermostat Controllers received for a complete and operational Teletrol Systems Inc. EMS. e. If an material is missing or additional equipment, e. li lighting contactors is Y 9( 9• 9 9 )• iii. 4 Remote Space Temperature Sensors ' , re uiredimmediate) call Teletrol Systems Inc. at 6151495-1963 to request an order. q y y 1. Please refer to Down Rod installation instructions for correct placement f. Electrical Contractor shall verify number of roof top units and number of controlled of Remote Space Temperature Sensors. I I I I ' ' I I I li htin circuits against the design report discrepancies that cannot be resolved lighting g g P p in the field, to the Teletrol Operations Manager @ 615-495-1963 for further iv. 1 CO2 Sensor d. The following services will be supplied by Teletrol Systems Inc.: ' _ ' r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ' ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — instruction. g. All EMS cables are to be installed per National and Local codes. It is the Electrical Contractor's to determine if local 2 i. Equipment shipping to the job ii. Preprogramming and downloading of Teletrol Systems Inc. equipment. iii. Telephone technical support at 6151195-1963. "1 ----- I - ' - — - - - - — - - - - — - - (SIMPLESTAT RTU CONTROLLERS MOUNTED I N - SSC SSC SSC SSC I - - I --------- ---------®--------- -------- 1 ------- ELECTRICAL ROOM/AREA ADJACENT TO responsibility national and codes permit class cables to be Installed exposed within the building structure or if a full conduit system is required. iv. Remote system checkout with installing contractor e. Amended stores only, provide credit back to Dollar Tree Stores Inc. for any e and/or labor that has been from the bid I I I I EMS IFP PANEL SHOWN BELOW) h. EMT connectors and bushings are to be installed at the top of every conduit sleeve to EMS cables from All to be distinctly quipment omitted original as a result of the EMS installation, i.e.; contactors, relays, thermostats, etc. J protect abrasions. cables are clearly and f. Perform labeled at both ends. all work in accordance with all national, state, or local codes for this ' 1 1 (RE: EM -3 SIMPLESTAT MOUNTING DETAIL) i. Perform all work in accordance with all national, state, or local codes for this project. Coordinate the EMS installation with the Mechanical Contractor to avoid any project. g. Coordinate the EMS installation with Electrical Contractor to avoid any 1 interference that may delay progress during construction. interference that may delay progress during construction. I ' � I k. Furnish and install all required conduit, boxes, wire ways, fittings, straps, hangers h. Install 18/8 cable (MC Supplied) between the SimpleStat Thermostat module and � I I i I —/— — J---------------------------�------- � � (SPACE TEMPERATURE SENSOR) and wiring for a complete and operational EMS as required. I. Coordinate with the Mechanical Contractor for locations when running communication and sensor wires. rooftop unit. Terminate R, Y2, W1, and W2 for of fan, cooling and heating. Secure the commuu nicatcat as ions cables to the SimpleStat as shown. Provide 24VAC power to the SimpleStat Thermostat Module from the roof top unit transformer. Power to the controller must be terminations I STS STS I STS STS (RE:TELETROL CEILING DOWN ROD INSTALLATION m. Bailiwick shall install an Ethernet cable run from the eSC Controller to the (HUB) under Cash Register #1. Bailiwick will terminate both ends of the cable, test cable off while are made. i. Mount the remote supply duct temperature sensor of each roof top unit. The i i ' I J INSTRUCTIONS) for proper wrong, plug one end of the Ethernet cable into the (HUB) and terminate remote supply duct temperature sensor should be mounted no closer than six feet from the roof top unit the duct. Install — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — the other end of the Ethernet Cable into a RJ -45 jack that serves the eSC Controller. penetration measured along and secure the n. Furnish and install a dedicated 120 VAC circuit for the IFP Panel. supply duct temperature sensor wire (18/2 Shielded, MC Supplied) to the I I i. Label: DO NOT TURN OFF /IFP EMS SimpleStat location and terminate, as shown. i I I ii. Confirm wiring is completed as per Documentation Package before applying j. Mount the Remote Space Temperature per Dollar Tree Stores location criteria, I I power. Improper wiring will cause damage to equipment. i.e., near zone return air grille and away from supply air drafts or impingement on o. Furnish and install a 3 -pole, 20 amp breaker/disconnect at the main distribution Ceiling down Rod as shown on Dcllar Tree plan detail. Install and secure the panel (MDP) for phase loss monitor power, RemoteTemperatureSensor wire (18/2 Shielded, MC Supplied) to the SimpleStat I I i. Label: NOT TURN OFF /PHASE FAILURE locatn wiring k. Provide a technician for an approximate 2 -hour remote telephone checkout with ' power. Improper wiring will cause damage to equipment. p. Mount the Remote Override Panel (ROP) in Manager's Office Area, see EMS I. If eletrol Systems xtra equpment exists after installation (e.g. sensors), inform the Teletrol I I drawings for details. personnel at checkout to arrange for RA # to return the material. I ' ' q. Connect the Ethernet patch cord provided from the eSC Controller to the RJ -45 m. Coordinate with the Electrical Contractor to verify proper HVAC control during the Ethernet jack. If the Ethernet jack is not yet in place, connect one end of the patch Systems Inc. remote telephone checkout. Provide Electrical Contractoret cord the eSC System Controller, coil and tape the other end of the cord to the with roof plan layout, showing location of RTUs on the roof. conduit for future connection. n. Mount the CO2 sensor per Dollar Tree Stores location criteria, i.e. one sensor in I 1 EMS REMOTE TESTING CHECIQ-IST PERMANENT POWERAPPLIEDTO BUILDING. r. Mount the contactor panel adjacent to the electrical panels. Install the lighting circuit home runs from the fixtures straight to the load side of the contactors. Install the circuits from the line side of the contactors to each breaker. Sales Floor area. Install and terminate sensor's signal wires and power wires as shown on EM -4. DO NOT CALIBRATE CO2 SENSOR! FIELD CALIBRATION WILL CAUSE SENSOR FAILURE. o. Install and terminate DCV to RTUs - CO2 SENSOR i. The lighting loads will be configured as follows: wires economizer section of as shown on I I (RE: EM-4CO2 WIRING) • ALL INTERIOR UGH71NGAND UGHTING CONTACTORS WIRED AND OPERATIONAL 1. Employee lights: 40% of sales lighting and 100% of offices, lounge, stock EM -4. If RTUs do not have economizer section, DCV wires do not need to be installed, but CO2 sensor should still be installed in space. I • ALL EXTERIOR LIGHTING AND LIGHTING CONTACTORS WIRED AND room, and electrical room. 2. Customer lights: remaining 60% of sales p. Set address and configuration DIP switches on the SimpleStats, as shown in the I L -J OPERATIONAL_ 3. Exterior lights: building and pylon signs SimpleStat Installation Note. Once DIP switches are set properly, the SimpleStat will operate 24/7 STAT following I I - - - - - - - - • 120 VAC CONTROL CIRCUIT INSTALLED AND WIRED TO EMSaFP. 4. Parking lot lights: pole lights as a stand-alone using the temperature setpoints; ' I • 240/480 VAC 3(P CIRCUIT INSTALLED AND WIRED TO EMS PHASE LOSS s. Mount the Outdoor Sensor Assembly (OSA) on the roof top unit that resides closest 'LB' i. Default Cooling Setpoint = 72.0 °F ii. Default Heating Setpoint = 68.0 °F I RELAY. to the eSC System Controller. Mount the device on a 1" rigid riser and to back I i • ALL EMS CABLE AND WIRING INSTALLED AND TERMINATED AS PER THE of Assembly, 3 feet above the roof top unit, facing north, away from the combustion heat blower and condenser fan. DRAWINGS AND MANUFACTURERS INSTRUCTIONS. t. Electrical Contractor is responsible for installing and terminating the Teletrol • ALL EMS COMPONENTS INSTALLED AND OPERATIONAL AS PER Systems Inc. communication trunk in a daisy chain fashion from the eSC Controller What Breaker/Pand Pclvulers ifte eSC System ConhdW DRAWINGS AND MANUFACTURERS INSTRUCTIONS, INCLUDING THE to each of the SimpleSTAT Thermostat Controls. (see EMS drawings for Panel: C illu it# I I FOLLOWING: requirements) i u. Amended stores only, provide credit back to Dollar Tree Stores Inc. for any What Bre*er/Pand powers the Please Faiure Relay? I I eSC SYSTEM CONTROLLER equipment that has been omitted from the original bid as a result of the EMS installation, i.e.; time clocks, contactors, switches, etc. Panel: CLrCdt#. Voltage: I I I EMS -IFP v. Provide a technician for an approximate 2 -hour remote telephone checkout with i SIMPLESTAT RTU CONTROLLER (1 PER RTU) Teletrol Systems Inc. What Breaker/Panel powers the Conhol Transformer in the Contactor Panel? I I I DUCT TEMPERATURE SENSOR (1 PER RTU) w. Coordinate with the Mechanical Contractor to vert HVAC control during the Teletrol verify 9 Panel: Ckuit #. I REMOTE OVERRIDE SWITCH Systems Inc. remote telephone checkout. OUTDOORTEMPERATURE SENSOR x. Upon completion of the installation, the Electrical Contractor will fill in the information RTU# 1 I OUTDOOR LIGHT SENSOR below, coordinate with Mechanical Contractor to be present and contact Teletrol Systems Inc. to schedule a remote checkout at 615-495-1963. If both Electrical MW&. Model# SN# Q g Stages Htg Stages I I Contractor and Mechanical Contractor are not presen4 the checkout can not RTU# 2 ' I I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • NATURAL GAS UTILITY SERVICE APPLJED TO BUILDING (IF APPLjCABLE). be scheduled. Manuf Model# SN# Clg Stages Stage, II • HIGH SPEED INTERNET/INTRANET SERVICE APPLIED TO BUILDING. y. If extra equipment exists after installation, the Electrical Contractor will inform _Htg RTU# 3 I I I • RJ -45 ETHERNET CABUNG INSTALLED AND OPERAl1ONAL FOR REMOTE Teletrol Systems Inc. personnel at checkout to arrange for RA # to return the Mainuf Modelff SN#Stages Htg SlaWs I I COMMUNICATIONS. material. RTU#4 I I I I I I ALL HVAC COMPLETE AND OPERATIONAL Marr Model# SN# Clg Slages Hhg Stages ' • ELECTRICAL CONTRACTOR HAS QUALJFIED TECHNICIAN SCHEDULED RTU# 5 1 I 120 VAC IFP POWER I FOR REMOTE SYSTEM TESTING. MECHANICAL CONTRACTOR HAS QUALIFIED TECHNICIAN SCHEDULED Manuf. Model# SN# Clg Stages Htg Stages RTU# 6 CIRCUIT I FOR REMOTE SYSTEM TESTING. Ma v.. Model# SN# Clg Stages Hlg Stages (RE: EM -2) I Total NumberofCo txtors: I I I EMS - 240/480 VAC 3(� C I RC U I T i Lighting OuN # 1: LJglt6ng Output # 2- IFP (RE: EM -2) (PHASE ; DEVICE LEGEND ngOUW#3: (26x2W) LOSS) Llgh6ng OuW#4: I I I SYMBOL DESCRIPTION PART # I I I SSC SIMPLESTAT RTU 01- 329 +_ I CONTROLLER DUCT TEMPERATURE VR -415 '---__— I--�---- ROS I SENSOR SPACE TEMPERATURE 74-129 SENSOR l I ( I CO SPACE CO2 SENSOR KE -032 I I RJ -45 IETHERNET JACK I CABLE LEGEND OLS OUTDOOR LIGHT SENSOR KE -019 I I I I I I KEY SIZE TYPE MFG. MFG. PART # OTS OUTDOOR TEMPERATURE VR -427 18/2 SHIELDED, WINDY # 002320-B N R -------------------------------------------- (MOUNTED IN ELECTRICAL ROOM/AREA ADJACENT TO LIGHTING CIRCUIT PANELS) (RE: EM -2 EMS WIRING DETAIL) PLENUM CITY ® 18/4 SHIELDED, WINDY # 002340-B PLENUM CITY eSC-280 eBUILDING SYSTEM 01-431 CONTROLLER v� f �4 OOA ® 18/8 T -STAT WINDY # °°2392-5 ENERGY GEMENT SYSTEM SINGLE UNE DIAGRAM PLENUM CITY ---- VARIES FIELD SCALE: ,M m INSTALLED ROS REMOTE OVERRIDE 00-436 WIRING SWITCH Z O U) V- U) O CU �) L in E J E V a) � U � W cc) CU L J C-4 L ILE REVISION: DATE: 1ST REVIEW RELEASE 5/255/07 CLIENT REVIEW RELEASE 8/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/22/07 ACCEPTED RELEASE 12/28/07 NOTE'N'MODIFICATION 02/08/08 MODEM MOUNTING 02/18/08 SIMPLESTAT MOUNTING 04/03/08 NOTE'M' MODIFICATION 06/03/08 NOTE'N' 8'O' MODIFICATION 07/27/09 ADDED DOOR CONTACT NOTE 11/30/09 REMOVED STOCK RM CO2 05/12/10 REMOVED DOOR MONITOR 07/26/11 REMOVE PHONE REFERENCES 01/28/14 DRAWN: CHECKED: W.P.C. R.S.R. ENERGY MANAGEMENT PLAN EM -1 26 x 20 INTERFACE PANEL & eSC WIRING DETAILS SCALE: None I IFP FACTORY WIRIN I Qi (RE: INTERFACE PANEL SH ET EM -2) --------------------- --------- N I ' , I , I , I L N G I I , I , I , L 120VAC SERVICE OUTLET SALES FLR CO2 SENSOR (RE: CO2 SENSOR WIRING w --- DETAIL EM -3) --- i D (BLACK) (WHITE) I I I I �+ --- 1 I --------------I 1 (RED) (RED) I � I NOTE: i PWR IN ( , OBSERVE POLARITY WHEN WIRING CO2 I I TR -1 I SENSOR i i ' I I � I , , � I OUTPUT I I I i I I _ I , 2 I I ----- I I -r� I I � I j ' � I I � I REMOTE OVERRIDE SWITCH (RE: REMOTE OVERRIDE , MOUNTING DETAIL EM -3) ------------------------ EMPLOYEE -------------------- EMPLOYEE LIGHTS -----' 6 ------j-- 13 I OVERRIDE I I I EXTERIOR LIGHTS ----- I 6-------�— 15 OVERRIDE , I I OUTDOOR AIR /LIGHT SENSOR ASSEMBLY (RE: OTS/OLS DETAIL EM -3) I ----� Ij I I GRY 1 -I --------------L- g I j ----- I ----------------- I I � I eSC NETWORK I I (RE: SIMPLESTAT DETAIL EM -3) I , I I I I I I I I I I I ------------------ -------------- ----------------- THREE ------------ -----------------I I , THREE PHASE POWER FROM RTU ELECTRICAL PANEL I I I , I , I , I , I I , ALL WIRING INSIDE DOTTED -LINES REPRESENTS PRE -WIRED FACTORY PANEL I I --------------------------- ENERGY MANAGEMENT SYSTEM NOTES: 1. #16 AWG STRANDED COPPER WIRE. NUMBEVLABEL EACH CONDUCTOR 2. 112'X 1" EMT NIPPLE. 3. SET ALL ANALOG INPUT JUMPERSTO'T'SETTING (THERMISTOR). 4. CONNECT WIRING TO 20A - 4 240 VAC OR 480 VAC CIRCUff BREAKER AS REHIRED. 5. #14AWG STRANDED COPPER WIRE COLOR CODE AS PER NEC. 6. 18✓41SHIELDED PLENUM CABLE. 7. SET ANALOG INPUT JUMPER TO'V' SEMNG (VOLTAGE). ----- FIELD WIRING KEYNOTE U Z O CO W (� O f' ^^ Cu %_ VJ •L ` U) CD � J Cp � U 0 CD -C W 000 Cu W N Z H 0 k L d REVISION: LOA L16 -A 5/29/07 CLIENT REVIEW RELEASE 8/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 MODEM/Phase loss changes 02/18/08 NNO L005 MI 02 INTERFACE PANEL & eSC WIRING DETAILS SCALE: None I IFP FACTORY WIRIN I Qi (RE: INTERFACE PANEL SH ET EM -2) --------------------- --------- N I ' , I , I , I L N G I I , I , I , L 120VAC SERVICE OUTLET SALES FLR CO2 SENSOR (RE: CO2 SENSOR WIRING w --- DETAIL EM -3) --- i D (BLACK) (WHITE) I I I I �+ --- 1 I --------------I 1 (RED) (RED) I � I NOTE: i PWR IN ( , OBSERVE POLARITY WHEN WIRING CO2 I I TR -1 I SENSOR i i ' I I � I , , � I OUTPUT I I I i I I _ I , 2 I I ----- I I -r� I I � I j ' � I I � I REMOTE OVERRIDE SWITCH (RE: REMOTE OVERRIDE , MOUNTING DETAIL EM -3) ------------------------ EMPLOYEE -------------------- EMPLOYEE LIGHTS -----' 6 ------j-- 13 I OVERRIDE I I I EXTERIOR LIGHTS ----- I 6-------�— 15 OVERRIDE , I I OUTDOOR AIR /LIGHT SENSOR ASSEMBLY (RE: OTS/OLS DETAIL EM -3) I ----� Ij I I GRY 1 -I --------------L- g I j ----- I ----------------- I I � I eSC NETWORK I I (RE: SIMPLESTAT DETAIL EM -3) I , I I I I I I I I I I I ------------------ -------------- ----------------- THREE ------------ -----------------I I , THREE PHASE POWER FROM RTU ELECTRICAL PANEL I I I , I , I , I , I I , ALL WIRING INSIDE DOTTED -LINES REPRESENTS PRE -WIRED FACTORY PANEL I I --------------------------- ENERGY MANAGEMENT SYSTEM NOTES: 1. #16 AWG STRANDED COPPER WIRE. NUMBEVLABEL EACH CONDUCTOR 2. 112'X 1" EMT NIPPLE. 3. SET ALL ANALOG INPUT JUMPERSTO'T'SETTING (THERMISTOR). 4. CONNECT WIRING TO 20A - 4 240 VAC OR 480 VAC CIRCUff BREAKER AS REHIRED. 5. #14AWG STRANDED COPPER WIRE COLOR CODE AS PER NEC. 6. 18✓41SHIELDED PLENUM CABLE. 7. SET ANALOG INPUT JUMPER TO'V' SEMNG (VOLTAGE). ----- FIELD WIRING KEYNOTE U Z O CO W (� O f' ^^ Cu %_ VJ •L ` U) CD � J Cp � U 0 CD -C W 000 Cu W N Z H 0 k L d REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 8/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 MODEM/Phase loss changes 02/18/08 FUSE LOCATION CHANGE 09/11/08 MODIFIED 120VAC CIRCUIT 07/27/09 MODIFIED PHASE MONITOR 11/30/09 DRAWN: CHECKED: R.S.R. B.T.B./P.M.B. ENERGY MANAGEMENT PLAN EM -2 IFP WIRING TERMINALS (RE: TERMINALS SHEET EM -2) I I ----------------J F-cl I I 7 I I I ' FLEE I I ' I I 1 I I I I SIMPLESTAT RTU WIRING DETAIL SCALE: None SIDE VIEW \-,\ I I I L- --'Ill I \ I \ i I \ II / © �- \ t �\ FOR STORES LOCATED IN CANADA OR ALASKA, \\\\ \ \ SPACE TEMPERATURE SENSOR. SEE REMOTE SENSOR MOUNTING DETAIL (EM -3). (RE: TELETROL CEILING DOWN ROD INSTALLATION INSTRUCTIONS) -- (YELLOW) ---- ---(BLUE) -_--- -- (WHITE) ---- -- (ORANGE) ---- -_ (GREEN) ----- (BLACK) (RED) ISM S'I'C TEMP INT = 0101 SNSR SELECT JP4 EXT = swl REFER TO SIMPLESTAT INSTALLATION GUIDE FOR HEATPUMP CONFIGURATION SWITCHES O EMPLOYEE LIGHTS EXTERIOR LIGHTS O ' A Date; •� C C (YELLOW) ,P6 OJ O JP5 ALL OTHER WIRING 1 I 6/4/07 , 1 Q I , >- W I 03/04/08 RTU WIRING DETAIL 3 -- -- ----- E W I 11/30/09 Z � CV I I- 00 (GREEN) & 3 `' 11� E ON� W a T -- (BLACK)__—__. DRAWN: I CHECKED: �N (RED) �w SW2 X m y + w a o SPC TENP SNSR SELECT � ON N '8 �� IP4 EXT = i �w , 0 , 0- 0z 00 IIIIIIIIIII�� I � ■ • 9600 BAUD lll=CD SW1 n �m I — �s oo �O I I BAUD ao I JP3 SIMPLESTAT RTU WIRING DETAIL SCALE: None SIDE VIEW \-,\ I I I L- --'Ill I \ I \ i I \ II / © �- \ t �\ FOR STORES LOCATED IN CANADA OR ALASKA, \\\\ \ \ SPACE TEMPERATURE SENSOR. SEE REMOTE SENSOR MOUNTING DETAIL (EM -3). (RE: TELETROL CEILING DOWN ROD INSTALLATION INSTRUCTIONS) -- (YELLOW) ---- ---(BLUE) -_--- -- (WHITE) ---- -- (ORANGE) ---- -_ (GREEN) ----- (BLACK) (RED) ISM S'I'C TEMP INT = 0101 SNSR SELECT JP4 EXT = swl REFER TO SIMPLESTAT INSTALLATION GUIDE FOR HEATPUMP CONFIGURATION SWITCHES O EMPLOYEE LIGHTS EXTERIOR LIGHTS O ' A Date; •� C C 00 JP3 SIMPLESTAT HEATPUMP DETAIL SCALE: None REMOTE OVERRIDE SWITCH (RE: EM -2 REMOTE OVERRIDE SWITCH) REMOTE OVERRIDE MOUNTING DETAIL SCALE: None ------ ---- ------------- MOUNT N N \ ,,, \, SIDE OF BUILDING 36" A.F.F. \� ----��------- -- --�-- 8 i \ / �- -- \ \ / —----�------' — ----BRED WIRE (Di ONTRO I I RTU A SECTION I I I BLACK WIRE 1 \ I U-------- ----- - 1 I 1 I I i I II / L ----------J OTS/OLS WIRING DETAIL \ IFP WIRING TERMINALS (RE. eSC CONTROLLER SHEET EM -2) SCALE: None --- ACT CEILING & GRID 1/8" NOTCH IN TOP OF TUBE FOR SENSOR WIRE — PROVIDE 15 FEET EXCESS SENSOR WIRE ABOVE CEILING TO ACCOMMODATE SENSOR RELOCATION. CEILING HEIGHT EILING GRID CLIP (WHITE) TEMPERATURE SENSOR WIRE INSIDE PVC PIPE- PROVIDED & INSTALLED BY TENANT'S GC. TEMPERATURE SENSOR WIRE INSIDE PVC PIPE TEMPERATURE SENSOR 7'-0" AFF TOP OF GONDOLA,, HEIGHT VARIES SHELVING NOTE TO GC- TEMPERATURE SENSOR MOUNTING RODS ARE SUPPLIED BY TENANT FOR GC INSTALLATION FOR STORES WITH ACT CEILINGS AT 15'-0" AFF OR LESS. IF THE STORE HAS AN EXPOSED ROOF DECK, A ACT CEILING HIGHER THAN 15'-0" AFF OR HARD CEILING, THE GC WILL SUPPLY AND INSTALL AS REQUIRED A 2"X2" POWER POLE CUT TO FIT AND PAINTED TO MATCH SALES FLOOR WALLS. REFER TO THE REFLECTED CEILING PLAN FOR CEILING INFORMATION PRIOR TO BIDDING. REMOTE SENSOR MOUNTING DETAIL SCALE: None ENERGY MANAGEMENT SYSTEM NOTES: I. 18/21SHIELDED CABLE. ROUTE AS PER EM -1 AND LOCAL CODES. 2. 18/8 THERMOSTAT CABLE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 3. 18/4/SHIE1 DED CABLE. ROUTE AS PER EM -1 AND LOCAL CODES. CABLE TO BE ROUTED THROUGH RTU AS PER N.E.C. 4. IF REQUIRED, TRANE CTI (CONVENTIONAL THERMOSTAT INTERFACE) BOARDS SHALL BE PROVIDED BYTELETROL SYSTEMS INC. AND INSTALLED BY THE MECHANICAL CONTRACTORAS PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFYAPPIJCATION AND REQUIRED QUANTITY OF CTI BOARDS. CONTACT TELETROL NATIONAL ACCOUNTS AT (615) 495-1963 FOR ORDERING. 5. DUCT TEMPERATURE SENSOR PTS) INSTALLED AND WIRED BY THE MECHANICAL CONTRACTOR INSTALL THE DTS IN THE SUPPLY AIR PLENUM APPROXIMATELY 3 FEET FROM THE ROOF PENETRATION IN A LOCATION TO PROVIDE AN ACCURATE SAMPLE OF THE SUPPLYAIR TEMPERATURE. 6. OUTDOOR TEMPERATURE SENSOR (OTS)AND OUTDOOR LIGHT SENSOR (OLS) ASSEMBLY. OTS/OLS ASSEMBLY INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR MOUNT THE SENSORASSEMBLY WITH 3 FOOT RISER ON THE EXTERIOR OF THE RTU CLOSESTTO THE eSC CONTROLLERAWAY FROM CONDENSER FANS AND HEAT COMBUSTION BLOWERS. DO NOT MOUNTASSEMBLY ON ANY REMOVABLE SERVICEACCESS DOOR OR RTU. ORIENTATION OF THE OUTDOOR LJGHT SENSOR (OLS) SHALL BEAWAY FROM ELECTRICAL LIGHT SOURCES, AS POSSIBLE, TO PROVIDE AMBIENT DAYLIGHT. FOR STORES IN CANADA OR ALASKA MOUNT ASSEMBLY ON NORTH / NORTHEAST SIDE OF BUILDING. 7. 1 &21SHIELDED CABLE TO NEXT SIMPLESTAT RTU CONTROLLER. PULL IN A DAISY CHAIN METHOD ENDING AT THE LAST CONTROLLER. DO NOT LOOP CABLE IN A METHOD THAT BEGINS AND ENDS AT THE eSC CONTROLLER 8. MOUNT IN MANAGER'S OFFICE TO CARLON 1 GANG LOW VOLTAGE BOX (PART #. SC100RR) FOR FLUSH MOUNT INSTALLATION OR TO WIREMOLD 1 GANG OUTLET BOX (PART #. NW) FOR SURFACE MOUNT INSTALLATION. REFER TO OFFICE ELEVATION DETAIL FOR THE MOUNTING OF THE OVERRIDE PANEL 9. MOUNT ON PLYWOOD BOARD TO WIREMOLD 2 GANG OUTLET BOX (PART # NM3-2) FOR SURFACE MOUNT INSTALLATION. REFER TO PHONE BOARD DETAIL FOR MOUNTING OF THE SIMPLESTAT.REFER TO SIMPLESTAT INSTRUCTION FOR DIP SWITCH ADDRESS. ADDRESS SHOULD MATCH RTU# 10. 'COM TERMINAL WILL HAVE 24VAC PRESENT, DO NOT SHORT TO GROUND. SPACE TEMPERATURE SENSOR PLACEMENT INSTRUCTIONS FOR SYSTEMS WITH CONCENTRIC DIFFUSERS, SENSORS SHALL BE PLACED: • A MINIMUM OF 16-9' FROM DIFFUSERS (10 -TON SYSTEMS OR SMALLER) • A MINIMUM OF 2(Y-0" FROM DIFFUSERS (SYSTEMS LARGER THAN 10 -TONS) • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH DUCTED RETURNS, SENSORS SHALL BE PLACED: • AS CLOSE TO THE RETURN AIR GRILL AS POSSIBLE. • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH NON -DUCTED (PLEMUM) RETURNS, SENSORS SHALL BE PLACED: • PLACE AT LEAST ONE (1) EGG CRATE RETURN GRILL OVER EACH SENSOR LOCATION. • SEE GENERAL INSTRUCTIONS. GENERAL INSTRUCTIONS: • ON NEW CONSTRUCTION JOBS, INSTALL SENSORS ON DROP -POLES, PER DETAIL • LOCATE SENSOR FULLY WITHIN THE ZONE OF THE UNIT R CONTROLS. • DO NOT PLACE A SENSOR ON AN OUTSIDE WALL OR TENANT COMMON WALL. • DO NOT PLACE SENSORS NEAR DOORS, WINDOWS, OR OTHER SOURCES OF HEAT, COLD, OR DRAFTS. • IF A SENSOR IS PLACED ON AN ARCHITECTURAL OR STRUCTURAL SURFACE (IE COLUMNS, ETC) IT MUST BE INSULATED FROM THE FINISHED SURFACE AND WIRE PENETRATIONS MUST BE MADE AIRTIGHT. • DO NOT PLACE SENSORS HIGHER THAN 7-9' AFF, • CONDUCT SENSOR LOCATION TEST: 1. RUN ALL UNITS IN FAN MODE. 2. TESTALL SENSOR LOCATIONS TO DETERMINE IF ANYARE GETTING HR BYAIR FROM A SUPPLY DIFFUSER (TISSUE, BALLOON OR SMOKE TEST) 3. IF SO, RELOCATE SENSOR (PREFERRED) OR OFFENDING DIFFUSER STOCKROOM SENSOR PLACEMENT SHALL BE OVER STOCKROOM DOOR WITH IN STOCKROOM AREA. ------ FIELD WIRING Q KEYNOTE U z (YELLOW) REVIEW RELEASE ICLI ALL OTHER WIRING (BLUE) 6/4/07 IDENTICAL TO SIMPLESTAT 10/24/07 ACCEPTED RELEASE >- W (WHITE) 03/04/08 RTU WIRING DETAIL 3 -- -- ----- E W m (ORANGE) 11/30/09 W CV DOOR CONTACT REMOVED I- 00 (GREEN) & SW2 11� E ON� W a T -- (BLACK)__—__. DRAWN: I CHECKED: �N (RED) �w --- - ----- IIIIIIIIIII11=14. a o SPC TENP SNSR SELECT INT = IP4 EXT = i IIIIIIIIIII� � 19200 ■ • 9600 BAUD SW1 n 00 JP3 SIMPLESTAT HEATPUMP DETAIL SCALE: None REMOTE OVERRIDE SWITCH (RE: EM -2 REMOTE OVERRIDE SWITCH) REMOTE OVERRIDE MOUNTING DETAIL SCALE: None ------ ---- ------------- MOUNT N N \ ,,, \, SIDE OF BUILDING 36" A.F.F. \� ----��------- -- --�-- 8 i \ / �- -- \ \ / —----�------' — ----BRED WIRE (Di ONTRO I I RTU A SECTION I I I BLACK WIRE 1 \ I U-------- ----- - 1 I 1 I I i I II / L ----------J OTS/OLS WIRING DETAIL \ IFP WIRING TERMINALS (RE. eSC CONTROLLER SHEET EM -2) SCALE: None --- ACT CEILING & GRID 1/8" NOTCH IN TOP OF TUBE FOR SENSOR WIRE — PROVIDE 15 FEET EXCESS SENSOR WIRE ABOVE CEILING TO ACCOMMODATE SENSOR RELOCATION. CEILING HEIGHT EILING GRID CLIP (WHITE) TEMPERATURE SENSOR WIRE INSIDE PVC PIPE- PROVIDED & INSTALLED BY TENANT'S GC. TEMPERATURE SENSOR WIRE INSIDE PVC PIPE TEMPERATURE SENSOR 7'-0" AFF TOP OF GONDOLA,, HEIGHT VARIES SHELVING NOTE TO GC- TEMPERATURE SENSOR MOUNTING RODS ARE SUPPLIED BY TENANT FOR GC INSTALLATION FOR STORES WITH ACT CEILINGS AT 15'-0" AFF OR LESS. IF THE STORE HAS AN EXPOSED ROOF DECK, A ACT CEILING HIGHER THAN 15'-0" AFF OR HARD CEILING, THE GC WILL SUPPLY AND INSTALL AS REQUIRED A 2"X2" POWER POLE CUT TO FIT AND PAINTED TO MATCH SALES FLOOR WALLS. REFER TO THE REFLECTED CEILING PLAN FOR CEILING INFORMATION PRIOR TO BIDDING. REMOTE SENSOR MOUNTING DETAIL SCALE: None ENERGY MANAGEMENT SYSTEM NOTES: I. 18/21SHIELDED CABLE. ROUTE AS PER EM -1 AND LOCAL CODES. 2. 18/8 THERMOSTAT CABLE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 3. 18/4/SHIE1 DED CABLE. ROUTE AS PER EM -1 AND LOCAL CODES. CABLE TO BE ROUTED THROUGH RTU AS PER N.E.C. 4. IF REQUIRED, TRANE CTI (CONVENTIONAL THERMOSTAT INTERFACE) BOARDS SHALL BE PROVIDED BYTELETROL SYSTEMS INC. AND INSTALLED BY THE MECHANICAL CONTRACTORAS PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFYAPPIJCATION AND REQUIRED QUANTITY OF CTI BOARDS. CONTACT TELETROL NATIONAL ACCOUNTS AT (615) 495-1963 FOR ORDERING. 5. DUCT TEMPERATURE SENSOR PTS) INSTALLED AND WIRED BY THE MECHANICAL CONTRACTOR INSTALL THE DTS IN THE SUPPLY AIR PLENUM APPROXIMATELY 3 FEET FROM THE ROOF PENETRATION IN A LOCATION TO PROVIDE AN ACCURATE SAMPLE OF THE SUPPLYAIR TEMPERATURE. 6. OUTDOOR TEMPERATURE SENSOR (OTS)AND OUTDOOR LIGHT SENSOR (OLS) ASSEMBLY. OTS/OLS ASSEMBLY INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR MOUNT THE SENSORASSEMBLY WITH 3 FOOT RISER ON THE EXTERIOR OF THE RTU CLOSESTTO THE eSC CONTROLLERAWAY FROM CONDENSER FANS AND HEAT COMBUSTION BLOWERS. DO NOT MOUNTASSEMBLY ON ANY REMOVABLE SERVICEACCESS DOOR OR RTU. ORIENTATION OF THE OUTDOOR LJGHT SENSOR (OLS) SHALL BEAWAY FROM ELECTRICAL LIGHT SOURCES, AS POSSIBLE, TO PROVIDE AMBIENT DAYLIGHT. FOR STORES IN CANADA OR ALASKA MOUNT ASSEMBLY ON NORTH / NORTHEAST SIDE OF BUILDING. 7. 1 &21SHIELDED CABLE TO NEXT SIMPLESTAT RTU CONTROLLER. PULL IN A DAISY CHAIN METHOD ENDING AT THE LAST CONTROLLER. DO NOT LOOP CABLE IN A METHOD THAT BEGINS AND ENDS AT THE eSC CONTROLLER 8. MOUNT IN MANAGER'S OFFICE TO CARLON 1 GANG LOW VOLTAGE BOX (PART #. SC100RR) FOR FLUSH MOUNT INSTALLATION OR TO WIREMOLD 1 GANG OUTLET BOX (PART #. NW) FOR SURFACE MOUNT INSTALLATION. REFER TO OFFICE ELEVATION DETAIL FOR THE MOUNTING OF THE OVERRIDE PANEL 9. MOUNT ON PLYWOOD BOARD TO WIREMOLD 2 GANG OUTLET BOX (PART # NM3-2) FOR SURFACE MOUNT INSTALLATION. REFER TO PHONE BOARD DETAIL FOR MOUNTING OF THE SIMPLESTAT.REFER TO SIMPLESTAT INSTRUCTION FOR DIP SWITCH ADDRESS. ADDRESS SHOULD MATCH RTU# 10. 'COM TERMINAL WILL HAVE 24VAC PRESENT, DO NOT SHORT TO GROUND. SPACE TEMPERATURE SENSOR PLACEMENT INSTRUCTIONS FOR SYSTEMS WITH CONCENTRIC DIFFUSERS, SENSORS SHALL BE PLACED: • A MINIMUM OF 16-9' FROM DIFFUSERS (10 -TON SYSTEMS OR SMALLER) • A MINIMUM OF 2(Y-0" FROM DIFFUSERS (SYSTEMS LARGER THAN 10 -TONS) • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH DUCTED RETURNS, SENSORS SHALL BE PLACED: • AS CLOSE TO THE RETURN AIR GRILL AS POSSIBLE. • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH NON -DUCTED (PLEMUM) RETURNS, SENSORS SHALL BE PLACED: • PLACE AT LEAST ONE (1) EGG CRATE RETURN GRILL OVER EACH SENSOR LOCATION. • SEE GENERAL INSTRUCTIONS. GENERAL INSTRUCTIONS: • ON NEW CONSTRUCTION JOBS, INSTALL SENSORS ON DROP -POLES, PER DETAIL • LOCATE SENSOR FULLY WITHIN THE ZONE OF THE UNIT R CONTROLS. • DO NOT PLACE A SENSOR ON AN OUTSIDE WALL OR TENANT COMMON WALL. • DO NOT PLACE SENSORS NEAR DOORS, WINDOWS, OR OTHER SOURCES OF HEAT, COLD, OR DRAFTS. • IF A SENSOR IS PLACED ON AN ARCHITECTURAL OR STRUCTURAL SURFACE (IE COLUMNS, ETC) IT MUST BE INSULATED FROM THE FINISHED SURFACE AND WIRE PENETRATIONS MUST BE MADE AIRTIGHT. • DO NOT PLACE SENSORS HIGHER THAN 7-9' AFF, • CONDUCT SENSOR LOCATION TEST: 1. RUN ALL UNITS IN FAN MODE. 2. TESTALL SENSOR LOCATIONS TO DETERMINE IF ANYARE GETTING HR BYAIR FROM A SUPPLY DIFFUSER (TISSUE, BALLOON OR SMOKE TEST) 3. IF SO, RELOCATE SENSOR (PREFERRED) OR OFFENDING DIFFUSER STOCKROOM SENSOR PLACEMENT SHALL BE OVER STOCKROOM DOOR WITH IN STOCKROOM AREA. ------ FIELD WIRING Q KEYNOTE U z -0 �o REVIEW RELEASE ICLI co w U) CO 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE >- W L 03/04/08 J E HP DETAIL & OAT DETAIL E W U co m 11/30/09 W CV DOOR CONTACT REMOVED I- 0 & 11� E DRAWN: I CHECKED: W.L.L./R.S.R. B.T.B./P.M.B. C VISION: DATE: REVIEW RELEASE ICLI 5/29/07 ENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 REMOVED DCV NOTES 03/04/08 SIMPLESTAT MOUNTING 04/03/08 HP DETAIL & OAT DETAIL 09/11/08 DOOR CONTACT DETAIL 11/30/09 DOOR CONTACT REVISED 05/25/10 DOOR CONTACT REMOVED 07/18/11 DRAWN: I CHECKED: W.L.L./R.S.R. B.T.B./P.M.B. ENERGY MANAGEMENT PLAN EM -3 IFP WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2 OR DOC-3) ---------------------------------------------------� ----------------------- I I CARBON DIOXIDE SENSORS I (RE: KCD-M-V MOUNTING DETAIL) r I I i SALES FLOOR CO2 SENSOR I I I I I I I I cl I I I RTU � I I I I —j I 24VAC/VDC I I I RTU I I I I I I I I I I-----------� I ----------- i�—�------------- I LJ `=' I I OUTPUT I I DAISY -CHAINED RTUL— J ---� �---� TO NEXT RTU I I ------------- I I SERVICING SALES i i TENANTS CONTRACTOR SHALL INSTALL TENANT I FLOOR I I VENDOR PROVIDED CO2 SENSOR%0"AFF RTU'S SERVING SALES FLOOR i I i ON COLUMN IN THE SALES AREA TO WIRE TO BE LANDED ON TERMINAL I I I CONTROL THE SALES AREA WAC UNITS. I DESIGNATIONS SHOWN BELOW BY RTU I I I MANUFACTURER I I I 1 I I I I I I I I I I I -------- ------------------------------------------J L------------------------� KCD-W-V NOTE: KCD-W-V RE: CARBON DIOXIDE SENSORS � TERMINAL DESIGNATIONS ARE FOR ECONOMIZER ACTUATOR MOTORS. (RE: CARBON DIOXIDE SENSORS) ( ) IF RTU'S DO NOT HAVE ECONOMIZER SECTION OR DO NOT HAVE IAQ/DCV FRONT VIEW BACK VIEW I I I I I I I I I CARRIER/YORK RTU'S I YORK RTU'S (option 2) WIRE I I TRANE WIRE TO BE LANDED ON I TO BE LANDED ON I RTU'S WIRE TO BE I LENNOX L SERIES RTU'S ECONOMIZER i INTERFACE I LANDED ON TERMINALS, I WIRE TO BE LANDED ON I SALES FLOOR CARBON DIOXIDE SENSOR I I I AS SHOWN II BOARD HH63AW001 (W7212), AS I BOARD Q769C I I TERMINAL TB1, AS SHOWN MOUNTING DETAIL SHOWN I AS SHOWN I I �------------------------I----------------------I------------------------- -------------------- SCALE. None e AMBIENT LIGHT SENSOR MOUNTED ON 2 x 4 BOX SIDE VIEW e iy O iy AMBIENT LIGHT SENSOR MOUNTED ON 2 x 4 BOX FRONT VIEW NOTE: IF ADDITIONAL AMBIENT LIGHT SENSORS ARE REQUIRED, REFER TO DOC -2 AMBIENT LIGHT SENSOR COMMON SIGNAL OPTIONAL - TO BE INSTALLED ONLY WHEN REQUIRED BY LOCAL CODES OR DOLLAR TREE SCOPE OF WORK BLACK — — — YELLOW IFP PANEL WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) -__________________________- I I I I I I I I I I I I NOTE: INSTALL ADDITIONAL CONTACTOR(S) IN IFP PANEL FOR I I PERIMETER LIGHTS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I L---------------------------� OPTIONAL -NOT USED FOR ALL INSTALLATIONS DAYLIGHT HARVESTING CIRCUIT DETAIL SCALE: None ENERGY MANAGEMENT SYSTEM NOTES: 1. #16 AWG STRANDED COPPER WIRE. NUMBERJLABEL EACH CONDUCTOR 2 12" X 1" EMT NIPPLE. 3. SETALL ANALOG INPUT JUMPERS TO'T' SETTING (THERMISTOR). 4. CONNECT WIRING TO 20A - 4 240 VAC OR 480 VAC CIRCUIT BREAKER AS REQUIRED. 5. #14 AWG STRANDED COPPER WIRE. COLOR CODE AS PER NEC. 6. 1&2./SHIFI D PLENUM CABLE. 7. SET ANALOG JUMPER TO'V' SETTING ( VOLTAGE). 8. FIRST RTU ON SALES FLOOR (RTU 1) TO BE USED TO POWER CO2 SENSOR 9. AMBIENT LIGHT SENSOR SHALL BE MOUNTED WITH A 2 x4 ELECTRICAL BOX PROVIDED BY THE ELECTRICAL CONTRACTOR REFER TO ELECTRICAL PLANS FOR INSTALLATION LOCATION AND DETAILS. DEMAND CONTROL VENTILATION (DCV) - SETUP & CHECKOUT PROCUDURE e« o r.. • i . «i• • «e -e• a c- I . • • •�• - i• �,� . •7 al Ie, «• r i • i• . r . II •` •c •e ••.moi• t - � . � •. •e ••.moi• • i - � el••' ••Ie I• eae .. er . • •rr to •e• • .- I i - .:. .. e«a. r e• i• •r'n• I Basically, wherever the Space CO2 level is below seipoiit (1000 ppm) the RTU will maintain the minimum outside airdm. When the Space CO2 6e el exceeds the CO2 setpoint the RTU will increase to the maximum outside air d'm until the space CO2 level recovers. Note: Refer to mechanical drawings for minimum and maximum outside 4 CFM values. ie•#1 - Preliminary Setup& •C e« r r I - CmierEconomtmraxibdierCOstemoperation i - outside ie •- .i - . below• F instal ajumper .jumperbetween terminal • Set the Minimum Position • DCVSetpoint potentiometers fully CCW (•• r r•r s C. Setthe DCV Maximum Position poilertbometerf-Aly«.« d. Settle Enthalpy potntiometerto D. Beforee. removing. -al • CO2 sens(x.- located • to `•: AQ1, pleasee•••t •r,•- rl- Wre Color code, & polarity The voltage stak be bet.%- • • • . •- that voltagege troubleshootfor wiring or s• problems. « .. located on terminals AQ & AQ1. 3. Apply power to the rooflop unit Allowapproxirnately 3 minutes for the roollop unit to complete it, starkp • •Testi Observe the dampers, i -y should be dosed . • the DCV LED should be r' • Return to the Carrier Economizero i •' - :tic ` 11 and complete the bbmq -+te•. Install•e - from the AQ1 terminal lo the • volt battery e•:I fen -de ••. • Install a jumperwire from the •• terminal to the • volt battery r•ai - post.D ibr DCV should turn on. actuator • '• modulate lo 5 open. C. TLin - DCV selpointpotentiometer CW uni the DCV LED Um •' The actualor should drive to the reduce minimum outside air damper position. ate• : - = r el :• • I •• • . s •• I • e •• e ' •. eu • • 1 AdW the DCV Setpoint potentiometer to the 11 dclock position, this equates to a CO2 level of approximately 1111 ppm. OF'. Verify that thejumper wire from•w terminal to the ••CIve) male post of tie • volt battery is disconnected from tie battery m3le posL Pvee DCV LED should be off 3. Adjust the Min -•. pot to . of 1 - minimum outside clirn value as noted on I - medr. equipment schedule • that roollop 4. Then connect the jumperwre from to AQ terminal to the (positive) n -de post of the 9 volt battery. The DCV D should! be 5. AdAist the DCV Max pot to 11' . of the • I, •- air cfm value as noted on i - mechanical equipment schedule for that •r'I•• il. Use a marker to p&Tnane* indicate the proper seft-gs fbr tie Min Pos, DCV SetpoK and DCV Max poitentiornelers. 7. This concludes tie setup : checkout of tie Canier Economizercontroller C• ) pie Disconnect pow to the rooflop unit. Please remove all frve jumper w4m, and reinstall tie CO2 senscrwires to terrriird�q ----- FIELD WIRING � KEYNOTE U Z -0 O CO � � r U) O vJ L U)a)N J aN N � U � W 00 CU IL 4W 8 CL REVISION: OPTION, THEN DO NOT TERMINATE WIRES AND MAKE NOTE ON SURVEY 6/4/07 CLIENT REVIEW RELEASE FORM. ACCEPTED RELEASE 12/21/07 ACCEPTED RELEASE 12/28/07 CO2 DETAILS FOR ALL STATES 12/30/08 MODIFIED ACTUATOR DETAIL 03/16/09 ADDED RESPONSIBILITIES 07/27/09 MODIFIED REQUIRED WIRE 11/30/09 ------------ I ------------ t---------------------- I r ------------------------ I 12/01/10 MODIFY MIN/MAX CFM -------------------- I I I I r I RTU I I I I I RTU I I I I RTU I I I I RTU I I I+ � I AQ i-----❑ I I I+ I I P1 i------❑ I � I I+ I �—i -----� I I �I+ � I I � 15 i---- I Q1 -----❑ p❑— -----❑ I 2�I------❑ I i El -----❑ I I I IDAMPERI I I I I I I I I I MOTOR I I I Q769C I I I P28 I I I TB1 I I I I I I I I I I I CARRIER/YORK RTU'S I YORK RTU'S (option 2) WIRE I I TRANE WIRE TO BE LANDED ON I TO BE LANDED ON I RTU'S WIRE TO BE I LENNOX L SERIES RTU'S ECONOMIZER i INTERFACE I LANDED ON TERMINALS, I WIRE TO BE LANDED ON I SALES FLOOR CARBON DIOXIDE SENSOR I I I AS SHOWN II BOARD HH63AW001 (W7212), AS I BOARD Q769C I I TERMINAL TB1, AS SHOWN MOUNTING DETAIL SHOWN I AS SHOWN I I �------------------------I----------------------I------------------------- -------------------- SCALE. None e AMBIENT LIGHT SENSOR MOUNTED ON 2 x 4 BOX SIDE VIEW e iy O iy AMBIENT LIGHT SENSOR MOUNTED ON 2 x 4 BOX FRONT VIEW NOTE: IF ADDITIONAL AMBIENT LIGHT SENSORS ARE REQUIRED, REFER TO DOC -2 AMBIENT LIGHT SENSOR COMMON SIGNAL OPTIONAL - TO BE INSTALLED ONLY WHEN REQUIRED BY LOCAL CODES OR DOLLAR TREE SCOPE OF WORK BLACK — — — YELLOW IFP PANEL WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) -__________________________- I I I I I I I I I I I I NOTE: INSTALL ADDITIONAL CONTACTOR(S) IN IFP PANEL FOR I I PERIMETER LIGHTS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I L---------------------------� OPTIONAL -NOT USED FOR ALL INSTALLATIONS DAYLIGHT HARVESTING CIRCUIT DETAIL SCALE: None ENERGY MANAGEMENT SYSTEM NOTES: 1. #16 AWG STRANDED COPPER WIRE. NUMBERJLABEL EACH CONDUCTOR 2 12" X 1" EMT NIPPLE. 3. SETALL ANALOG INPUT JUMPERS TO'T' SETTING (THERMISTOR). 4. CONNECT WIRING TO 20A - 4 240 VAC OR 480 VAC CIRCUIT BREAKER AS REQUIRED. 5. #14 AWG STRANDED COPPER WIRE. COLOR CODE AS PER NEC. 6. 1&2./SHIFI D PLENUM CABLE. 7. SET ANALOG JUMPER TO'V' SETTING ( VOLTAGE). 8. FIRST RTU ON SALES FLOOR (RTU 1) TO BE USED TO POWER CO2 SENSOR 9. AMBIENT LIGHT SENSOR SHALL BE MOUNTED WITH A 2 x4 ELECTRICAL BOX PROVIDED BY THE ELECTRICAL CONTRACTOR REFER TO ELECTRICAL PLANS FOR INSTALLATION LOCATION AND DETAILS. DEMAND CONTROL VENTILATION (DCV) - SETUP & CHECKOUT PROCUDURE e« o r.. • i . «i• • «e -e• a c- I . • • •�• - i• �,� . •7 al Ie, «• r i • i• . r . II •` •c •e ••.moi• t - � . � •. •e ••.moi• • i - � el••' ••Ie I• eae .. er . • •rr to •e• • .- I i - .:. .. e«a. r e• i• •r'n• I Basically, wherever the Space CO2 level is below seipoiit (1000 ppm) the RTU will maintain the minimum outside airdm. When the Space CO2 6e el exceeds the CO2 setpoint the RTU will increase to the maximum outside air d'm until the space CO2 level recovers. Note: Refer to mechanical drawings for minimum and maximum outside 4 CFM values. ie•#1 - Preliminary Setup& •C e« r r I - CmierEconomtmraxibdierCOstemoperation i - outside ie •- .i - . below• F instal ajumper .jumperbetween terminal • Set the Minimum Position • DCVSetpoint potentiometers fully CCW (•• r r•r s C. Setthe DCV Maximum Position poilertbometerf-Aly«.« d. Settle Enthalpy potntiometerto D. Beforee. removing. -al • CO2 sens(x.- located • to `•: AQ1, pleasee•••t •r,•- rl- Wre Color code, & polarity The voltage stak be bet.%- • • • . •- that voltagege troubleshootfor wiring or s• problems. « .. located on terminals AQ & AQ1. 3. Apply power to the rooflop unit Allowapproxirnately 3 minutes for the roollop unit to complete it, starkp • •Testi Observe the dampers, i -y should be dosed . • the DCV LED should be r' • Return to the Carrier Economizero i •' - :tic ` 11 and complete the bbmq -+te•. Install•e - from the AQ1 terminal lo the • volt battery e•:I fen -de ••. • Install a jumperwire from the •• terminal to the • volt battery r•ai - post.D ibr DCV should turn on. actuator • '• modulate lo 5 open. C. TLin - DCV selpointpotentiometer CW uni the DCV LED Um •' The actualor should drive to the reduce minimum outside air damper position. ate• : - = r el :• • I •• • . s •• I • e •• e ' •. eu • • 1 AdW the DCV Setpoint potentiometer to the 11 dclock position, this equates to a CO2 level of approximately 1111 ppm. OF'. Verify that thejumper wire from•w terminal to the ••CIve) male post of tie • volt battery is disconnected from tie battery m3le posL Pvee DCV LED should be off 3. Adjust the Min -•. pot to . of 1 - minimum outside clirn value as noted on I - medr. equipment schedule • that roollop 4. Then connect the jumperwre from to AQ terminal to the (positive) n -de post of the 9 volt battery. The DCV D should! be 5. AdAist the DCV Max pot to 11' . of the • I, •- air cfm value as noted on i - mechanical equipment schedule for that •r'I•• il. Use a marker to p&Tnane* indicate the proper seft-gs fbr tie Min Pos, DCV SetpoK and DCV Max poitentiornelers. 7. This concludes tie setup : checkout of tie Canier Economizercontroller C• ) pie Disconnect pow to the rooflop unit. Please remove all frve jumper w4m, and reinstall tie CO2 senscrwires to terrriird�q ----- FIELD WIRING � KEYNOTE U Z -0 O CO � � r U) O vJ L U)a)N J aN N � U � W 00 CU IL 4W 8 CL REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/21/07 ACCEPTED RELEASE 12/28/07 CO2 DETAILS FOR ALL STATES 12/30/08 MODIFIED ACTUATOR DETAIL 03/16/09 ADDED RESPONSIBILITIES 07/27/09 MODIFIED REQUIRED WIRE 11/30/09 REMOVED STOCKROOM CO2 05/08/10 ADD OPTL DAYLIGHT ZONE 12/01/10 MODIFY MIN/MAX CFM 08/23/11 DRAWN: CHECKED: R.S.R. B.T.B./P.M.B. ENERGY MANAGEMENT PLAN EM -4 REMOTE ELEVATION (LIFT IN FT AFF) IS 65P51 51DEWALL CURTAIN HEAD FRICTION (FT OF FIFE O 2 FT FER 100 FT) 2.00 1.1 MI SAC PLAN FREVENTER LOSS (PSI6) 5 04AK) 5 F51 FLOW SWITCH (PSI&) I 1 1251 MINIMUM AVAILABLE AT 5MWLER HEAD (PSI6) 20 20 PSI S 11}TOTAL RECESSED: SPRINKLER HEAD 34.2 PSI SAFETY FACTOR 5% 1 ► PSI Total Required at Save of RIOW (FS16) 35A FSI AVAILABLE E PRESSURE FIRE HYDRANT ELEVATION (FT, APPROV 135 FT FINISHED FLOOR ELEVATION (FT) 155 FT STATIC, AT HYDRANT P516) 42 PSI STATIC. AVAILABLE AT SASE OF MAIN LEVEL RISER (1'516) 41.1 PSI 6" DDGV ASSY AMPER 5WIT014 WILKIN5 3500A 5MIE5 N \_JAUG71LE IRON GIA% 52 L$W. PIPE—U. 4 FM APPROV® FOR FIS PWgW TYP I GAL BFP DETA I L NT5 FIN15H 6RADF—, FINI5H FLOOR ---------------------- ROD FLANGE 5PI60T TO M.J. W/ RODDING PER NFPA STANDARDS. USE GALVANIZED ROD AND HEX NUTS. REGULAR M.J. GLAND W/ STELLAR LUGS. NUMBER OF 8005 TO BE PER NFPA TRENCH TO BE BACKFILLED WITH SPECIFIED MATERIAL AND COMPACTED IF CONDITIONS REQUIRE FIRE LINE ENTRANGE DETAIL, NTS .. .. ........... I-- ......... .. _ _o — F F -� `-6" FIRE MAIN (SEE SITE PLAN PRINKLER :15ER _ B UPRIGHT SPRINKLER HEAD (T(P) IL---------- I -----------J I FIRE PROTECTION LEOEND SPRINKLER PIPING 4 SIDEWALL SPRINKLER HEAD — cL a — FIRE PROTECTION CRITICAL LIMIT a 51DEWALL CURTAIN HEAD ` jl� 5 >KLER�:............. �kz .......... FIRE PROTECTION REMOTE ZONE �-� EXTERIOR DRY SPRINKLER HEAD .I `�I — HL HL — FIRE PROTECTION H05E LAY 5GALE: I/8"= I I -O" OS 4 Y VALVE WITH TAMPER SWITCH Q RECESSED: SPRINKLER HEAD CONGEALED SPRINKLER HEAD ` FLOW SWITCH 0 $ UPRIGHT INKL.ER HEAD GURTAI NKLER HEAD BFP FDG BACKFLOW PREVENTER OFIRE DEPARTMENT CONNECTION 3 PENDANT SPRINKLER HEAD GPM 6ALLONS PER MINUTE NT ANT PLAN NORTH VDATE 3901 SPRING HILL AVENUE MOBILE, ALABAMA 36608 (251) 344-7073 / FAX (251) 343-9179 N Oliver o Little o Gipson OLQ Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com 'En 'neering, Inc. � 0 FLORIDA CERTIFICATE OF AUTHORIZATION - No. 27562 - Expiration: 2/28/15 �.,. ,�.. �....� fete: RISER DET/ I L NT5 SPRINKLER INTENT NOTES I. SPRINKLER CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY TO PROVIDE A COMPLETE AND ACCEPTABLE SPRINKLER SYSTEM COMPLIANT WITH ALL APPLICABLE STATE AND LOCAL CODES. 2. SPRINKLER PIPING SHALL BE COORDINATED WITH DUCTWORK, CONDUIT, LICHT5, PLUMBING, STRUCTURE AND OTHER RELATED TRADES TO INSURE ALL INTERFERENCES HAVE BEEN RESOLVED PRIOR TO INSTALLATION. 3. SPRINKLER SYSTEM SHALL BE A WET PIPE SYSTEM, HYDRAULICALLY CALCULATED PER NEPA 13 AND ALL APPLICABLE STATE AND LOCAL CODES. 4. ALL SPRINKLER HEADS SHALL BE LOCATED SYMMETRICALLY IN ROOMS AND CENTERED IN CEILING TILES. 6. ABOVEGROUND SPRINKLER SYSTEM PIPING SHALL BE SHALL BE BLACK CARBON STEEL PER NEPA 13 WITH 56HEDULE 10 ® D15TRI13UTION PIPING. EXPOSED PIPING SHALL BE PRIMED AND PAINTED WITH FINISH GOAT AS SELECTED BY ARCHITECT. INDIVIDUAL BRANCH PIPING TO HEADS MAY BE R1610 STEEL PER ABOVE OR BRAIDED FLEXIBLE 5TAINLE55 STEEL DROP COMPLIANT WITH NEPA 13 WHERE APPROVED BY LOCAL AUTHORITIES. 1. REFER TO THE UTILITY PLAN DRAWING CcT.O FOR LOCATIONS OF CITY WATER MAIN, NEW FIRE MAIN, FIRE HYDRANT, AND HYDRAULIC DATA, ETC.. �. �rvr ircrwNIIV07 t NLoo' n i vrc�LALo UfiL GULL_^ I IUIN.7 =7111^L.L t= t)("Poll I I tV 1 U UYVNER'5 IN5URANGE UNDERWRITER AND AUTHORITIES HAVINQ JUR501 10 -U. -FORA V 10 TO O C, 6 K VID OF V TO 61 R' O ICE 9. SPACE SHALL BE HYDRAULICALLY GALGULATED TO ORDINARY GROUP 2 REQUIREMENTS TO DELIVER 0.2 GPM OVER THE M05T REMOTE 1500 50. FT. HEAD COVERAGE SHALL BE 130 50. FT. MAXIMUM (ORDINARY 2). 250 GPM HOSE DEMAND WITH a0 ® MINUTE DURATION. SPRINKLER HEADS SHALL BE 155 DE6REE, QUICK RESPONSE TYPE, 6LOBE 8100 SERIES OR APPROVED EQUAL. FOR FIRE PROTECTION PIPING. SEE ARGHITEGTURAL/STRUGTURAL FOR SEISMIG DE51614 DATA. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS TO ALL SPRINKLER ELEMENTS, ELEMENTS SHALL MAINTAIN EQUIPMENT, PIPING, ETC. IN A CAPTIVE POSITION. RESTRAINTS SHALL BE DE516NED AND SELECTED TO MEET SEISMIC REQUIREMENTS AS IDENTIFIED ON STRUCTURAL DRAWIN65 AND AS DEFINED IN THE LATEST EDITION OF THE LOCAL BUILDING CODE. CONTRACTOR SHALL PROVIDE SHOP DRAWIN65 FOR THE PROPOSED SEISMIC RESTRAINT DES16N. A SEI5MIC DESIGN ERRORS AND OMISSIONS INSURANCE CERTIFICATE MUST ACCOMPANY SUBMITTALS FROM 5E15MIG DE516N ENGINEER. MANUFACTURER'S PRODUCT LIABILITY INSURANCE CERTIFICATES ARE NOT ACCEPTABLE. CONTRACTOR SHALL PROVIDE SEISMIC CALCULATIONS, SIGNED AND STAMPED BY A QUALIFIED LICENSED PROFESSIONAL ENGINEER SHOWING ADEQUACY OF 51ZIN6 AND TYPES OF RESTRAINTS FOR 5E15MIG DE -516N. SEE DRAWIN6 PAGKA6E FRONT END DOCUMENTS FOR CODE 15WE REFERENCE. II. UNDERGROUND FIRE MAINS SHALL BE INSTALLED WITH A MINIMUM DEPTH OF BURY OF 3 FEET. 12. SPRINKLER PIPING FROM THE 'POINT OF SERVICE' INGLUDIN6 UNDERGROUND PIPING SHALL BE INSTALLED BY A RE615TERED SPRINKLER CONTRACTOR AND SHALL BE ONE SPRINKLER CONTRACTOR. 51TE UTILITIES GON5TRUGTION SHALL NOT BE PROVIDED BY A SEPARATE LICENSED SPRINKLER CONTRACTOR OR SITE UTILITIES CONTRACTOR. 13. ALL SYSTEM 6AUGE5 AND VALVES MUST BE ACCESSIBLE FOR INSPECTION AND MAINTENANCE IN ACCORDANCE WITH NEPA 13.8.1.2. 14. CONTRACTOR SHALL PROVIDE 516NA6E AND LABELS FOR ALL SPRINKLER COMPONENTS (VALVES, PIPING, TAMPER 5WITCHE5, FLOW ALARMS, ETC) PER NFPA 13.3. 8.3 AND LOCAL REQUIREMENTS. I I Y I O A Y A O ® RI5K POSSIBILITIES FOR MICROBIAL INDUCED COR0510N (MIG) PER THE INFORMATION PROVIDED.. FIRE CODES COMMENTS DRAWING ADDED DESCRIPTION DOCUMENT CONTROL 6t PROJ. NO oo�&aLW YacIF ATLANTIC BEACH, FL SPRINKLER INTENT PLAN 615114 1 DWG. NO. FP -1.1 • ALL UNDERGROUND PIPING 6 BY OTHERS. • PLANS ARE PROVIDED FOR HYDRAULIC REFERENCE NODE PURPOSES AND FDC LOCATIONS ONLY • UNDERGROUND CONTRACTOR SHALL BE A FS 633 LICENSED CLASS 1, 11 OR V FIRE PROTECTION CONTRACTOR. • UNDERGROUND CONTRACTOR IS TO PROVIDE WAFS WITH TEST CERTIFICATES INDICATING COMPLETION OF HYDROSTATIC TEST AND FLUSH PER NFPA 24 PRIOR M WAFS CONNECTING TO THE UNDER D. • UNDERGROUND CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF LEAD-INS WITH WAFS. • UNDERGROUND CONTRACTOR SHALL NOTIFY WAFS OF MAKE AND MODEL OF BACKFLOW PREVENTER USED WHEN IN THEIR SCOPE. • ALL TAMPER SWITCHES REQUIRED ON UNDERGROUND NOT IN WAFS SCOPE SHALL BE BY OTHERS. L0433KVMLM CONTPAClW NOTES SCALEi NONE 0050ON (2) 1 - APPROVED RPZ BACKFLOW PREVENTORS )DINT OF CONNECTION FOR POTABLE WATER SERVICE CONTRACTOR TO CONNECT TO EXISTING 1" WATER METER. THE BACKFLOW PREVENTERS MUST BE TESTED it it it iIi it it it H TI h it it it It it it it H ii it IT DATE, MARCH 25, 2015 AHJ, CITY OF ATLANTIC BEACH G, CONTRACT # 203733 FFPSml V v, I CENTER ON FIXTURES JOB? [] YES JNO SHEET # V CONSTRUCTION TYPE, 11B OCCUPANCY, CY, M's IT IT it it tI it it is it ii IT FLOW HYDRANT APPROX. 400 FT SOUTH FLOW: 1,000 GPM FOR BUILDING PERMIT ONLY NOT FOR CONSTRUCTION 10, 0 20' 40' 1 1 1 1 EAMIL-- --m SCALE 1"= 20' nl. du 6) Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEF-FL 34761 PR (407) 877--5578 FAX: (407) 856 -SM Robert J. Dewar, P.E. Ed S, Snider, PF - Certificate of AutfwIzation Nw%ber 29038 FL License No. 7DS37 FL Lk.. No. 7374 I:Nvll PO 1:;,"r A N'T 0 W:N- E IR' INFO 15,' vIATIO I -,T THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE OR LOCAL) OF NFPA 25 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS, PER SECTION 41 THE RESPONSIBILITY FOR PROPER; Y MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER, IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM, PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. C 1" VC C 0 Ml='A'rll3IT=Y- NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION, RE -PIPE AND REPAIR. C VC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, 14OVEVER CPVC CAN BE DAMAGED By CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (IE- SOME WIRES, FLUX. PETROLEUM D - BASED PRODUCTS, ET AN ANCILLARY ARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FTRESTGPS, ETC. ANY PRODUCT THAT COMES IN CONTACT WITH rPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT VWW.SYSTEMCOWATIBLE.CDH 4 COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA. INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN ?HE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. (lAFS) AS INSTRUMENTS OF SERVICE THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE By THE CLIENT, OR OTHERS, ON EXTENSION OF T..lS PRUJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE IWORMATION io: _ C CONTAINED HEREIN, WIT' SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK. WITHOUT LIABILITY, OR LEGAL EXPGSUI TO VAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON - URE BETWEEN VAFS AND THE CLIENT, T CLIENT SHALL L INDEMNIFY AND HELD VAFS HARMLESS FROM ANY AND ALL CLAIMS, LOSSES ' HE N � S�T DAMAGES, L S AND EXPENSFS,IINCLUDI ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS CT:Z'A�'I-IICS EEE1M1E]T,-TTS IZO'rE] FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL, CIVIL. STRUCTUR I. OR HER DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT -ONLY ANDATHE 'IRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE: SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL STRUCTURAL, MEP OR CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE: SPRINKLER DRAWINGS OR DETAILS WATER SUPPLY INFORMATION ACTUAL DRMW OR EXTRAPULATED FIRE PUMP STATIC PRESSURE 42 PSI (AS En BY AKD SIZEi GPM @ PSI_ - HYDRANT ELEV, 2' RESIDUAL PRESSURE 35 PSI —MTE'GF —TEST 1/12/15 FLOW IN GPM LOOO GPM TIME OF TEST 9:46 AM PITOT READING 35 PSI MJffR OF PORTS FLaVED TEST PROVIDED BY CITY OF ATLANTIC BEACH �411M&kOCA TION 1 2389 MAYPORT ROAD H DESIGN CRITERIA SYSTEM / DESIGN AREA # HAZARD CLASS # T SPRDIM IN DESIGN AREA MIR" DENSITY DESIGN AREA S.F, PSI REQ'D @ BASR GPM REQ'D @ BASIR PSI REQ'D @ TEST GPM REQ'D @ TEST ELEVATMN I IffGHEST SPMR HOSE INSIDE/OUTSIDE DOMESTIC DEMAND SPRINKLERS SPACING SYMBOL I MAXIMUM I MINIMUM I COMMENTS QUANTITY, SPRINKLERS ISYMB.1 IST I 2ND I 3RD I 4TH I SIN I SIZE I K ITEMP I MODEL TOTAL PER FLOOR I I TOTAL THIS SHEET AL-- DjTE SUBMrffALS BY 1 3/26/15 QA REVIEW BD I NO. I XX/XX/XX I -- I- I WAYNE Automatic Fire Sprinklers, Inc. 73 MAIN OFFICE - ORLANDO, FLORIDA eee CAPrrOl- COURT OCOEE, FLOMA 34761 it PHONE (407) 8513-3030 FAX (407) 656-00e6 11J JACKMMVLLF- R. -J TAMPA. FL PMVANO W -AM FI IIMS DISTPAXITION AVE WEST 3226 CHERRY PALM UWE 30 NW 6TH TERRACE JACKSDNVLLE. R- 32e56-2745 TAMPA. FL 336M e337 POMPANO BEACH, FL 3308+-1408 PHONE (SOM 286-3030 PHONE: CM) 630-0303 PHONE (964) 89-3030 FAX (904) 288-0724 FAX (80 630-0312 FAX (954) 89-9424 71 FT. k4YEW FL 71 CCKMM NC STATE LICENSE& 4883 LAREDO AVE 4370 MOTORSPORT DRIVE NC SPRINIaM 29745 FT. MYERS, FL 33905-4924 CONCORD. NC 20027-89" NC ALARM: 29222 SP LV PHONE (239) 433-3030 PHONE 004) 713230� SC SPR�q.Bi US FAX (239) 433-3263 FAX 004) 796-8838 SC ALARM: 3385 P DOLLAR TREE MAYPORT ROAD ATLANTIC BEACH, FL HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA, TN 37402 SHEET TITLE- I FIRE PROTECTION SITE PLAN DRAWN BY, ROBERT DEWAR, P.E. TOTAL A/St 89 DATE, MARCH 25, 2015 AHJ, CITY OF ATLANTIC BEACH CONTRACT # 203733 FFPSml CENTER OF TILE JOB? [:] YES LfNO I CENTER ON FIXTURES JOB? [] YES JNO SHEET # CONSTRUCTION TYPE, 11B OCCUPANCY, CY, M's II :IIIIIII ALL 1• TO 2' THREADED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTUREDTHICKNESS 037 • -� DESIGNER , IN ACCORDANCE WITH ASTM A-135 OR A-795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND TYP, (X2) 9' LENGTH REFERENCE 'MEGATHREAD', ALLIED 'DYNATHREAD', BULL MOOSE TUBE 'EDDYTHREAD' AND WELDED TUBE -BERKELEY 'STEADY -THREAD'. ALL PIPE SHALL BE CPVC COMPATIBLE. s ALL 1- TO 2- THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED HANGER RING MANUFACTURED IN ACCORDANCE WITH ASTM A-795 DR ASTM A-53. DESIGNER REFERENCE (PLANE OF PURLIN (SIZED TO PIPE) ALL 1• TO 2- THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED/FM APPROVED AND BOTTOM DIRECTLY MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE PIPE MANUFACTURERS ARE ' ABOVE PIPE TO V�IIVS OF PIPE} WHEATLAND, ALLIED, BULL MOOSE TUBE AND WELDED TUBE -BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE. SCALE, P = 6' TABLE 3 - MAXIMUM SUPPORT SPACING NUM, PIPE SIZE A BII C 1' T-0' MAX: 12'-0' MAX, 3' MIN, ly4' 4'-0' MAX. 12'-0' MAX, 3' MIN, ALL MATERIAL APPLICABLE TO THIS PROJECT WILL• I' i I ♦ 3' MIN, 15 ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI B1B.3, CAST TOP BEAM CLAMP V._ 1 • BEAMCLAMP . INDICATED WITH ♦ 1R 1 P BIG.3. ,20 ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI 22 816.3 WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A-153. 4'-0' ,22 ,24 :26 27 ALL PLASTIC PIPE 3/4- THROUGH 2�� SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN .34 5'-0' .28 y 30 _ - - - 34 ACCORDANCE WITH ASTM F-442. 43 6'-0' ,34 .35 ,36 ,39 Al ,44 ,51 T-0' ,39 ,41 43 ,46 ,47 ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE 60 8'-0' ,45 ,47 49 ,52 54 WITH ASTM F438, ASTM F439 OR ASTM F197D. / ■ U. jW � ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STE P, 500 CEMENT. / a y —. CPVC PIPE SHALL BE ALLOWED TO BE USED IN ORDINARY HAZARD ROOMS OF 400 SQUARE FEET OR -_ ! `ALL STEELp 1 LESS OF OTHERWISE LIGHT HAZARD OCCUPANCIES [NFPA 13 SECTION 6.3.6.2 OR NFPA 13R SECTION THREAD ROD • • 20111110-I FOR V TO 4' PIPE ALL 1• TO 2' THREADED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTUREDTHICKNESS 037 • -� DESIGNER , IN ACCORDANCE WITH ASTM A-135 OR A-795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND TYP, (X2) 9' LENGTH REFERENCE 'MEGATHREAD', ALLIED 'DYNATHREAD', BULL MOOSE TUBE 'EDDYTHREAD' AND WELDED TUBE -BERKELEY 'STEADY -THREAD'. ALL PIPE SHALL BE CPVC COMPATIBLE. s ALL 1- TO 2- THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED HANGER RING MANUFACTURED IN ACCORDANCE WITH ASTM A-795 DR ASTM A-53. DESIGNER REFERENCE (PLANE OF PURLIN (SIZED TO PIPE) ALL 1• TO 2- THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED/FM APPROVED AND BOTTOM DIRECTLY MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE PIPE MANUFACTURERS ARE ' ABOVE PIPE TO V�IIVS OF PIPE} WHEATLAND, ALLIED, BULL MOOSE TUBE AND WELDED TUBE -BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE. SCALE, P = 6' TABLE 3 - MAXIMUM SUPPORT SPACING NUM, PIPE SIZE A BII C 1' T-0' MAX: 12'-0' MAX, 3' MIN, ly4' 4'-0' MAX. 12'-0' MAX, 3' MIN, 1W TO 8' T-0' MAX. 15'-0' MAX. 3' MIN, t WKINKLLKS LL TYPES AND RATINGS INSTALLED AND SHALL BE AS FOLLOWS: FOR PROTECTED FACILITIES HAVING UNDER 300 SPRINKLERS - NO FEWER THAN SIX SPRINKLERS, FOR ❑ PROTECTED FACILITIES HAVING 300 TO 1000 SPRINKLERS - NO FEWER THAN 12 SPRINKLERS, ❑ FOR PROTECTED FACILITIES HAVING OVER 1000 SPRINKLERS - NO FEWER THAN 24 SPRINKLERS, DRY SPRINKLER HEADS WILL NnT BE PROVIDED PER NEPA ALL %7 TO 4' GROOVED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED NOTE: ALL HARDWARE 3/8' DIA, HANGER #01 *MAXIMUM SUPPORT SPACING FOR STEEL PIPE 13-6,23.4 NFPA 13 IN ACCORDANCE WITH ASTM A795. ACCEPTABLE BRANDS ARE BULL MOOSE 'EDDYFLOW', WHEATLAND A RING HANGER FOR 3/4 TO PPE 0—BEAM) _ STEL PIPE HANGER SPACINGSPARE S L.EEE�R HEAD CABIN 'MEGA -FLOW', ALLIED 'DYNA-FLOW' AND WELDED TUBE -BERKELEY 'STEADY -FLOW'. ALL PIPE SHALL BE , CPVC COMPATIBLE. SCALED NONE SCALE? NONE ANGLE IRON (SELECTED ANCC T AubwAtile Flim 0—m— lim ❑ ALL %' TO 4- GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10, UL LISTED/FM APPROVED AND ACCORDING TO CHART AT MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE MANUFACTURERS ARE BULL A)K MOOSE, WHEATLAND, ALLIED AND WELDED TUBE -BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE. RIGHT) ALL GROOVED STEEL PIPE 6' AND LARGER SHALL BE UL LISTED/FM APPROVED SCHEDULE 10 AND NUT &WASHER ON BOTH SIDES OF EACH SLOT MANUFACTURED IN ACCORDANCE WITH ASTM A-135. 2W LG, X h' DFA, SLOT TYP, (X2) J ALL GROOVED STEEL PIPE 14- AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND 2'-0' MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ,12 ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0 PER ROD COUPLING ALL THREAD ROD 2W LG, WAFS STANDARDS. 15 ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI B1B.3, CAST TOP BEAM CLAMP IRON CLASS 125 OR CLASS 250 ANSI 816.4 OR MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI .18 BIG.3. ,20 ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI 22 816.3 WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A-153. 4'-0' ■ z 1 1 ` ALL WELDED •APPROVED r MANUFACTUREDACCORDANCE SCH 40 PIPE OR SCH 30 PIPE SCH 10 OR SCH 7 PIPE A)K 1' 1 1/4' 1 1/2' 2' 2 1/2' 3' 4' 2'-0' 1 ,11 ,12 ,12 13 13 15 ,17 3'-0' 17 .18 18 ,20 20 22 26 4'-0' ,22 ,24 .24 :26 27 ,29 .34 5'-0' .28 ,29 30 ,33 34 .37 43 6'-0' ,34 .35 ,36 ,39 Al ,44 ,51 T-0' ,39 ,41 43 ,46 ,47 52 60 8'-0' ,45 ,47 49 ,52 54 .59 68 ■ z 1 1 ` ALL WELDED •APPROVED r MANUFACTUREDACCORDANCE 00197N Automatic Fire Sprinklers, Inc. 00588N Automatic Fire Sprinklers. tic. 00532N 1 FT, TO LESS THAN I FT, 6 IN, DETAIL VIEWS I FT, 6 IN, TO LESS THAN 2 FT, 3 2 FT, TO LESS THAN 2 FT, 6 IN, 5 DESIGERSTEEL COLUMN I —�__ REFERENCE 7 3 FT, TO LESS THAN 3 FT, 6 IN, Z-PURLIN (MINIMUM 3 FT, 6 IN, TO LESS THAN 4 FT, 12 4 FT, TO LESS THAN 4 FT, 6 IN, I THICKNESS ,037') 163 SEE DETAIL _ 18 (2) STRAP TIES (ENDS 35 PSI MADDER OF ;TS FLOWED 1 VIEWS CITY OF ATLANTIC BEACH ON OPPOSING SIDES OF DSB-2 BOOT (CUTAWAY DETAL VEW CAT UN 2389 MAYPORT ROAD BOOT) TO SHAW INSTALLATION) Z-PURLIN SAMMY SWDR1 I IMP SAMMY SWDR 1 (INSTALL AT ADHESIVE (SELF -DRILLING) MIDPOINT) GLOBE VALVE AND PLUG TYP, FOR AUX, / \ SEE DETAIL VIE DRAIN AND TESTING! (SHOWN FOR EXAMPLE I i Ali i DESIGNER REFERENCE ROUND 1 1 1 1 i ,+r. �� • HI WITH ANSI 1316.11. r -,■ ori M SPLIT RING GROOVED FITTINGS SHALL BE UL LISTED OR FM APPRDVED AND ■ ACCORDANCE (MODULUS HANGER' ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. F.x xl LESS THAN OR EQUAL TO .54) BOTTOM ALL GALVANIZED GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN �iiii / �. i,I r , (MODULUS11 1•/ TO PIPE CL ACCORDANCE WITH ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. TOLCO FIG. 75 54 AND LESS THAN OR EQUAL TO 83) GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM A-153. HANGER RINGY8' ALL DIMENSION �.. �., 1 ♦ 'i 1 •�[ 11 PIPE) F- ALL GROOVED STEEL PIPE SHALL BE ROLL GROOVED PER PIPE MANUFACTURER REQUIREMENTS. . ..... 11 HANGER RING CLEARANCE HOLE t HANGERSTEEL %'ALL STRUCTURE SIZED TO PIPE PIPE AND FITTINGS GENERAL NOTES (Da-,■ PIPE — ■ C ■ 1 '1 'll ■:� 1 •HANGERHANGER #02VERTICAL BRACE FOR UP TO 20 STEEL 1SCALE, NONE DSB,2 SPIRON�a-M� BOOT INSTALLATION SAMMY swDR1 r TO 40 PIPE HANGER Fbo Spa d" him 07NESCALE1 NONE 00593N 11Fire Bpi Mn lim 00295 11 :Fkv ado bm 00248N CEILING COMPONENT WALL TYPE NFPA ►00p�di�O�O4►��®�ip��i��i'r�►�►�i��►�'�i © GROOVEDCOUPLING DESIGN • ■ r ACCORDANCE ■■EDITION■,�i�,0i�i��i�i��+�i�4►��i��di�JOw�� l 1 20 21 i 1 I 1 STATEF SPARE o, r ■ r r ■-. ■ •NOTEi VERIFY QUANTITY R1T 3' GROOVED 90' ELL CODES. 1 ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE TYPICAL STANDARD (DY�' X 3,�' DIA, PRS, GAUGE VOLTAGE SPRINKLERS CODES r WAFS STANDARDS.PIPE AND FITTINGS GENERAL NOTESDETAIL SPRAY PENDENT = 1 - THREADED © `-J ■ ■ .. ©�{ ACCORDANCEALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN OBSTRUCTION (5DY,' BRONZE 3 -WAY VALVE ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING. ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL E SEALED WITH FIRE Y4' X 0-3 THREADED NIPPLE 25 SEE HYDRAULIC ATA CAULK IN ■PROVIDED. -■ -■ r 1- .► • 1 STI LCI. (Dh' X Y4' HEX BUSHING UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST o a o PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM. CEILING ALL PIPING SHALL BE INSPECTED AND APPROVED : PROPER AUTHORITIESPRIOR TO tv4' THREAN 3' PIPE D -1 -LET 16 7 8 COVERINGDRYWALL.■I• OF r TEST CERTIFICATESARE 1 BE FORWARDED TO THE PROPER RECIPIENTS.iiiiiiiiiiiiiiiiiiiiiiiiiiiaaiyiiiiiiaiiiiiiaiiiiiiiiiiiiiiiiiaiiii�iiiii��iaiia iii 0-6 THREADED NIPPLEDETAIL III ALL SYSTEMS SHALL BE 1 ri'iii'i'i'iii'i'i'i'i'��'��i�f�'�'�®�041i®�iv:�ivi� • • —: ■ tr' • MAXIMUM SYSTEM WORKING TESTED PRESSURE, WHICHEVER IS GREATER. HOURS ��i��r��►�,�p�s�0��►d�0i�� ' AGF M1000 TEST AND DRAIN W/ 'I * ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS. ORIFICE * ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY 3' FLOW SWITCH OTHERS. B -J I SYSTEM CONTROL TYPICAL STANDARD III CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY 183 31 X 11' SLIP-ON WELD FLANGE SPRAY UPRIGHT L J �f' VALVE •CHECK • ALL PAINTING OF •IPE AS REQUIRED OTHERS.SPRINKLER !& GASKET KIT OBSTRUCTION INSULATION REQUIRED r• •, ■ r •• OTHERS.6i • 8VALVE ON BACKFLOW M OTHERS, SPLIT • FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN •" ABOVE THE LEVEL OF ■GRADE. 1 1 • QUICK RESPONSE SPRINKLERS SHALL BE USED IN ALL LIGHT HAZARD AREAS. • SPARE SPRINKLERS OF EACH TYPE (EXCLUDING DRY) SHALL BE PROVIDED ON THE PREMISES IY4' GALV. 45- ELL T -T AS FOLLOWS- 1,V4' •I o LESS THAN ■■ r ■#■wi 1 o OVER ..■ - 24 SPRINKLERS NOTES• REFER TO SPACING ON .• MAXIMUM CALCULATED SPACING ALLOWANCES. • SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: PORCHES,o ANY . OR OVERHANGS THAT ARE NON-COMBUSTIBLE. ARE NOT USED FOR STORAGE. o CORRIDORS THAT ARE NON-CDMBUSTIBLE IN CONSTRUCTION AND AT LEAST 50% OPEN. a AT THE ■• OF .• SHAFTS WHERE THE ENCLOSURECAR REQUIREMENTS o AT THE BOTTOM OF ENCLOSED NON COMBUSTIBLE■• SHAFTS THAT r■ NOT CONTAIN1MBUSTIBLE HYDRAULIC FLUID. III WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO HYDRAULIC -t AND INSPECTION TAGS AS REQUIRED BY FS 633. DISTANCE FROM SPRINKLER TO SIDE OF OBSTRUCTION (A) MAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTIDN (IN,) (B) LESS THAN I FT, 0 1 FT, TO LESS THAN I FT, 6 IN, 61 I FT, 6 IN, TO LESS THAN 2 FT, 3 2 FT, TO LESS THAN 2 FT, 6 IN, 5 2 FT, 6 IN. TO LESS THAN 3 FT, 7 3 FT, TO LESS THAN 3 FT, 6 IN, 9 3 FT, 6 IN, TO LESS THAN 4 FT, 12 4 FT, TO LESS THAN 4 FT, 6 IN, 14 4 FT: 6 IN, TO LESS THAN 5 FT, 163 5 FT, AND GREATER 18 20 6' ALARM BELL 18 25 21 BELL BOX 19 22 16 (X2) T— �' SOH, 40 GALV: PIPE B � R 13 14 23 24 15 17 25 3' SCH, 7 BLACK STEEL / 26 1,V4' SCH, 30 BLACK STEEL a a ° 27 12 -HEAD SPARE HEAD CABINET SPLASH BLOCK BY OTHERS I G.. ROTATED FOR NFPA 13 TABLE 8,6,512 CLARITY 1 NFPA 13 SPRINKLER CLEARANCE W/ OBSTRUCTION NFPA 13 2007 GEN ^ (STAI�ARD SPRAY LIGHT / STAt�ARD SPRAY PENDENT) SCALE: NONE v SCALE: NONE TYPICAL 3' RISER W/ FLOW SWITCH AND TEST fr DRAIN Auta.■n■ Fin Sprkilkbm lim Automatic Fire SprizMers, tic. SCALE: NONE 0048ON 0061ON Automatic Rre Sprinklers, be. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE FL 34761 PH; (407) 877-5578 FAX: (407) 658-8026 Robert J. Dower. PE Ed S. Snider, PE Certificate of Autfmroetion Number 29038 FL Llowme No. 70937 FL License No. 71374 r IMPORTANT OWNER INFORMATION THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF .HE CURRENTLY ADOPTED E➢ITION (EITHER STATE OR LSCA.) OF ❑ NFPA 25 AS THE APP LICA HLE STANDARD FOR THE INSPECTION, TESTING INL ANP MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS, IOt P- R SECTION CL THE RESPONSTBIL.ITY FOR PROPERLY MAINTAINING p WATER BASED FIRE PROTECTION SYSTEM SHALL HE THAT OF THE OWNER.IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS i SYSTEM, PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION, RE -PIPE AND REPAIR, CPVC PRODUCTS ARE IDEA.._" SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIGNALLY, HOVEVER, CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME C13NSTRUCTICN MATERIALS (IE SOME VIRES, FLUX, PETROLEUM BASED PRODUCTS ET.C) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS, ETC ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MLS- BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT VWV.SYSTEMCOMPATIBLE.COM COPYRIGHT ALL DOCUMENTS, INC-UDING ORIGINAL DRAVINGS, S=ECIFICATI'NS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TU THIS PROJEC. ARE AND VIT-L REMAIN :HE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC, CWAFS) AS INSTRUMENTS OF SERVICE THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUiTAE:E SDR RE '.:SE BY THE CLIENT, OR OTHERS, GN EXTENSION CF THIS PRO..ECT, OR FOR ANY ETHER PROJECT, ANY REUSE. OR ADP.PTA.TION OF THE INFORMATION CCHTAINED HEREIN WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARM: -ESS FROM ANY AND ALL CLAIMS, DAMAGES, IS AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH. PERMISSIONS. GFR, AFI-IICZc-� ELEMENTS NOTE FIR -c SPRINKLER CONSTRUCTION DRAWINGS ANllSH,,^P . DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL, CIVIL, STRUCTURAL, ❑R MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FIX2 GENERAL INFORMATION OR CONTEXT ONLY ANL THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL, STRUCTURAL, MEP 02 CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER ➢RAWINGS OR DETAILS WATER SUPPLY INFORMATION ACTUAL Walifi 0t WRAPOLATED FIRE PUMP - REWD DY ANJ) SIZE, GPM 2 PSI - STATIC PRESSURE 42 PSI - HYDRANT ELEV, 2'DATE RESIDUAL PRESSURE 35 PSI - OF TEST 1/12/15 FLOW IN GPM 1,000 GPM - TIME OF TEST 9746 AM PITOT READING 35 PSI MADDER OF ;TS FLOWED 1 TEST PROVIDED BY CITY OF ATLANTIC BEACH CAT UN 2389 MAYPORT ROAD _DESIGN CRITERIA HAZARD CLASS # IF SPRDIQM N DESIGN AREA MINIMUM DENSITY DESIGN AREA SF, PSI REQ'D 2 BASR GPM REQ D e BASR PSI REQ'D 2 TEST GPM REQ'D e TEST ETVATDN 8 10GUT MMMT S SPRINKLERS SPACING SYMBOL MAXIMUM IMINIMUM COMMENTS T— QUANTITY---, SPRINKLERS SYMB, I IST I 2ND I 3RD I 4TH I SIN I SIZE I K I TEMPI MODEL TOTAL PER FLOUR TOTAL THIS SHEET DATE SUBMITTALS By 3/26/15 QA REVIEW BD NO. DATE REVISIONS By 1 XX/XX/XX -- _ WAWE Automatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO, FLORIDA 222 CAPrrOlL COLIRT OCOEIE, FLOMA 34761 At PHONE: ( 3030 FAX: (407') JJ JACKMWVLI$ FL TAI+PA. FL 113226 DISTI�UTION AVE WEST 3226 CHEMY PALM DRIVE 30 IM ISTH 7�E� JACKSONVI.LE FL 32256-2745 TAMPA FL 33SM-6337 P01:PAN0 BFAC1i FL 33064 -MM PHONE (904) 269-3030 PHONE (80 630-0303 PHONE MAI) 917-3030 FAX (904) 2B9-0724 FAX (80) 630-032 FAX (964) 9D-9424 FT. myE FL , NC STATE UCESES: 4893 LAnH)0 AVE 4370 MOTORSPORT DRIVE NC SPF*Aa-M 29745 FT. MYGM FL 33805-4924 Com, NC 29027-8877 NC ALAW & 28222 SP LV PHONE (239) 433-3030 PHONE (704) 782-3032 SC SPy.,dR ITS FAX: (239) 433-3eM FAX (704) 786-6898 SC ALAPAk 33M I DOLLAR TREE MAYPORT ROAD ATLANTIC BEACH, FL i HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA, TN 37402 SHEET TITLE, FIRE PROTECTION SITE PLAN DRAWN BYE ROBERT DEWAR, P.E. TOTAL A/S, 88 I, DATE, MARCH 25, 2015 AHJ, CITY OF ATLANTIC BEACH CONTRACT # 203733 CENTER OF TILE JOB? ❑ YES NO I CENTER ON FIXTURES JOB? [:] YES SHEET # CONSTRUCTION T IIB PD1 OCCUPANCY: ■ M • e STD. HANGE AS NEED 18° NIN, 48^ MAX. b, W/ BALL DRIP (OUTSIDE) SCALE: NONE ___............. ... ........... ............. ..... ............................. ..... P��N�NT |T�T �un/umu,/ ��u/ /�� DESIGN AREA /�\4° #577 GROOVED COUPLING \�� /�� 6ALV 90 ELL \��'" ' \�/ �G�O�D��A�Bl MINIMUM DENSITY /�\ 4^ GROOVED 9O^ [LL \�� /��'AUTO-BALL'\�� DRIP VALVE \��/'" /�� x 1-0 GALV. %CH. 40 � /�\4 X X STRAIGHT FDC \�� - �� GALV 90, STREET [LL \��'" ' 4" 100 4' \��/ 6ALV %CH 40 ' ' ROUGH BRASS W/ BREAKABLE CAPS4^ 4y \�� CH' - 7 DYNA FLO� AND WALL PLATE \�/1 X GALV, HEX BUSHING HYDRAULIC CALCULATION KETHOD: HOSE ALLOWANCE �DONEHOSE ONEEINS STIC STIC DEMAND STD. HANGE AS NEED 18° NIN, 48^ MAX. b, W/ BALL DRIP (OUTSIDE) SCALE: NONE ___............. ... ........... ............. ..... ............................. ..... Sn A Date: / DESIGN AREA # 1/1 DESIGN AREA | | � ` | Sn A Date: ........ ........... ------ L� ) 110 O' B/ SCALE 1/8" = 1' Hazard Fire Protection Engineeft Inc. 2M CAPITOL COURT WOE3-= R. 34761 Cartfli-te of Authorization NMIRber 29038 FL License No. 70937 FL License No. 71374 BASED THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE OR LOCAL) [IF NFPA 25 AS AN AR tTHE APPLICABLE STANDARD FOR THE INSPECT" TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS, PER SECTION 41 HE THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT (IF THE OWNER. IF THE OR UIL NO OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION, RE -PIPE AND OCCASIREPAIR CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. -AS. ONALLY' HOWEVER, CPVC CAN BE DAMAGED By C13NTACT WITH CHEMICALS F13LIND IN SOW C13NSTRMTHN MATERIALS (M SOME WIRES, tFLUX PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTSLEAK DETECTORS, FIRESTOPS. ETC. ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT VVW.SYSTENCOMPATIBLE.COM ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS. SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATO. INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PR13ACT ARE AND WILL REMAIN THE PROPERTY [IF WAYNE AUTOMATIC FIRE SPRINKLERt I . (WAFS) AS INSTRUMENTS [IF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE 13Y THE CLIENT, OR OTHERS, ON EXTENS112N OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE OR ADAPTATDON IF THE INFORNATI N CONTAINED HEREIN, VITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS VILL BE AT THE CLIENTS SDLE RISK WITHOUT LIABILITY, R LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE: CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, I - DAMAGES, LOSSES AND EXPENSES, INCLUD114G ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL, CIVIL. STRUCTURAL, OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS 13NLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK, REFER TO APPROVED ARCHITECTURAL, STRUCTURAl- MEP OR CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER DRAWINGS OR DETAILS WATER SUPPLY �NFORMATION ACTUAL MMW ITRAWMAM FIRE PUMP SI SIZE, GPM @ PSI STATIC PRESSURE 42 PSI RESIDUAL PRESSURE SI HYDRANT ELEV. 35 PSI PM DATE OF TEST ]FLOW IN GPM L000 GIPM TIME OF TPZT 1 9:46 AM PSI PITOT READING 35 'SI NJOIER IF PORTS FLOM TEST PROVIDED BY CITY OF ATLANTIC BEACH / DESIGN AREA # 1/1 DESIGN AREA NODE COVEPAGE i V"VWAMNE 1-2 MINIMUM DENSITY AREA DESIGN AREA S.F. 1015 0 130 SQ. FT, LOCATION: LOCATION 22&5 --T3,6— PSI REQ'D TEST 130 SQ, FT, 6' DEFLECTOR TO BE 17TO 12, BELOW CEILING 9 WEST SRWR 124' JODAT� INSIDE/OUTSIDE HYDRAULIC CALCULATION KETHOD: HOSE ALLOWANCE �DONEHOSE ONEEINS STIC STIC DEMAND 107,8SQ. 0 ROOM DESIGN METHOD (SECTION lt233) 16M 0 ep 0 SPECIAL DESIGN AREA (SECTION 11LP-3.4) OUTSIDE 250 Emm 08.7 SO. FT. INITIAL AREA: SOO SCL FT. CEILING HEIGHT- 0-0' AREA ADJUSTMENTS. AFEA MUM FOR GLICK MMM MOKLIM UW BE WET SYSTIM MTAL ARU AMSTMERM 555 ADJUSTED AREA-. 945 SQ. FT. ACTUAL AREA. 106 SQ FT. AODITIONLAL NOTES. ........ ........... ------ L� ) 110 O' B/ SCALE 1/8" = 1' Hazard Fire Protection Engineeft Inc. 2M CAPITOL COURT WOE3-= R. 34761 Cartfli-te of Authorization NMIRber 29038 FL License No. 70937 FL License No. 71374 BASED THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE OR LOCAL) [IF NFPA 25 AS AN AR tTHE APPLICABLE STANDARD FOR THE INSPECT" TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS, PER SECTION 41 HE THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT (IF THE OWNER. IF THE OR UIL NO OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION, RE -PIPE AND OCCASIREPAIR CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. -AS. ONALLY' HOWEVER, CPVC CAN BE DAMAGED By C13NTACT WITH CHEMICALS F13LIND IN SOW C13NSTRMTHN MATERIALS (M SOME WIRES, tFLUX PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTSLEAK DETECTORS, FIRESTOPS. ETC. ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT VVW.SYSTENCOMPATIBLE.COM ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS. SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATO. INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PR13ACT ARE AND WILL REMAIN THE PROPERTY [IF WAYNE AUTOMATIC FIRE SPRINKLERt I . (WAFS) AS INSTRUMENTS [IF SERVICE. THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR RE -USE 13Y THE CLIENT, OR OTHERS, ON EXTENS112N OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE OR ADAPTATDON IF THE INFORNATI N CONTAINED HEREIN, VITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS VILL BE AT THE CLIENTS SDLE RISK WITHOUT LIABILITY, R LEGAL EXPOSURE TO WAFS, AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE: CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, I - DAMAGES, LOSSES AND EXPENSES, INCLUD114G ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL, CIVIL. STRUCTURAL, OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS 13NLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK, REFER TO APPROVED ARCHITECTURAL, STRUCTURAl- MEP OR CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER DRAWINGS OR DETAILS WATER SUPPLY �NFORMATION ACTUAL MMW ITRAWMAM FIRE PUMP SI SIZE, GPM @ PSI STATIC PRESSURE 42 PSI RESIDUAL PRESSURE SI HYDRANT ELEV. 35 PSI PM DATE OF TEST ]FLOW IN GPM L000 GIPM TIME OF TPZT 1 9:46 AM PSI PITOT READING 35 'SI NJOIER IF PORTS FLOM TEST PROVIDED BY CITY OF ATLANTIC BEACH I DATE SUBMNTALS BY L L 3/26/15 1 GA REVIEW BD XX/XX/XX REVISIONS — I \"VwW�AY�N�IE Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA M%=ffTl0N.MW 3M CHERRY PALM ORNE 30 NW IM TERRACE __.% 33619-8337 POMPANO BEACK R. 33054 -AM -3030 RIDNE am) SM -03M PHONE (964) 99-3030 RMNE: MQ 288 TAMP& FL 46B3 LARIMO AVE. A370 MOTORM'011T DRIVE NC SPF&jaHk 29745 pin -IE: (239) 433-3030 --U& 0`04) 782-3W2 SC SPRFAGfift TnS FAX: (239) 433-3M L �Ak 9N) 795 -SM SC MARIA 3365 DOLLAR TREE MAYPORT ROAD ATLANTIC BEACH, FL HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA, TN 37402 SHEET TITLE DRAWN BYi ROBERT DEV� AR, P.E. AHJ, CITY OF ATLAOITIC BEACH CONTRACT # 203733 CENTER OF TILE JOB? [:] yES L-�`Na I CENTER 13N FIXTURES JOB?[] YES VN13 SHEET # CONSTRUCTION TYPEt IS FP101 OCCUPANCY, / DESIGN AREA # 1/1 ISYSTEM HAZARD CLASS OH2 MINIMUM COMMENTS MINIMUM DENSITY .2 DESIGN AREA S.F. 1015 0 130 SQ. FT, GPM REQ'D BASR 22&5 --T3,6— PSI REQ'D TEST 130 SQ, FT, 6' DEFLECTOR TO BE 17TO 12, BELOW CEILING 9 WEST SRWR 124' JODAT� INSIDE/OUTSIDE 0/250 �DONEHOSE ONEEINS STIC STIC DEMAND N/A I DATE SUBMNTALS BY L L 3/26/15 1 GA REVIEW BD XX/XX/XX REVISIONS — I \"VwW�AY�N�IE Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA M%=ffTl0N.MW 3M CHERRY PALM ORNE 30 NW IM TERRACE __.% 33619-8337 POMPANO BEACK R. 33054 -AM -3030 RIDNE am) SM -03M PHONE (964) 99-3030 RMNE: MQ 288 TAMP& FL 46B3 LARIMO AVE. A370 MOTORM'011T DRIVE NC SPF&jaHk 29745 pin -IE: (239) 433-3030 --U& 0`04) 782-3W2 SC SPRFAGfift TnS FAX: (239) 433-3M L �Ak 9N) 795 -SM SC MARIA 3365 DOLLAR TREE MAYPORT ROAD ATLANTIC BEACH, FL HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA, TN 37402 SHEET TITLE DRAWN BYi ROBERT DEV� AR, P.E. AHJ, CITY OF ATLAOITIC BEACH CONTRACT # 203733 CENTER OF TILE JOB? [:] yES L-�`Na I CENTER 13N FIXTURES JOB?[] YES VN13 SHEET # CONSTRUCTION TYPEt IS FP101 OCCUPANCY, SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS 130/225 SQ, FT. 6' DEFLECTOR TO BE I' TO 2- BELOW CaING 0 130 SQ. FT, 6' DEFLECTOR TO BE I' TO 2' BELOW CEILING 130 SQ, FT, 6' DEFLECTOR TO BE 17TO 12, BELOW CEILING Emm I DATE SUBMNTALS BY L L 3/26/15 1 GA REVIEW BD XX/XX/XX REVISIONS — I \"VwW�AY�N�IE Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA M%=ffTl0N.MW 3M CHERRY PALM ORNE 30 NW IM TERRACE __.% 33619-8337 POMPANO BEACK R. 33054 -AM -3030 RIDNE am) SM -03M PHONE (964) 99-3030 RMNE: MQ 288 TAMP& FL 46B3 LARIMO AVE. A370 MOTORM'011T DRIVE NC SPF&jaHk 29745 pin -IE: (239) 433-3030 --U& 0`04) 782-3W2 SC SPRFAGfift TnS FAX: (239) 433-3M L �Ak 9N) 795 -SM SC MARIA 3365 DOLLAR TREE MAYPORT ROAD ATLANTIC BEACH, FL HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA, TN 37402 SHEET TITLE DRAWN BYi ROBERT DEV� AR, P.E. AHJ, CITY OF ATLAOITIC BEACH CONTRACT # 203733 CENTER OF TILE JOB? [:] yES L-�`Na I CENTER 13N FIXTURES JOB?[] YES VN13 SHEET # CONSTRUCTION TYPEt IS FP101 OCCUPANCY, QUANTITY--, SPRINKLERS no ar-1 MM Emm MENME TOTAL PER FLOU TOTAL TlHfllS SHE I DATE SUBMNTALS BY L L 3/26/15 1 GA REVIEW BD XX/XX/XX REVISIONS — I \"VwW�AY�N�IE Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA M%=ffTl0N.MW 3M CHERRY PALM ORNE 30 NW IM TERRACE __.% 33619-8337 POMPANO BEACK R. 33054 -AM -3030 RIDNE am) SM -03M PHONE (964) 99-3030 RMNE: MQ 288 TAMP& FL 46B3 LARIMO AVE. A370 MOTORM'011T DRIVE NC SPF&jaHk 29745 pin -IE: (239) 433-3030 --U& 0`04) 782-3W2 SC SPRFAGfift TnS FAX: (239) 433-3M L �Ak 9N) 795 -SM SC MARIA 3365 DOLLAR TREE MAYPORT ROAD ATLANTIC BEACH, FL HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA, TN 37402 SHEET TITLE DRAWN BYi ROBERT DEV� AR, P.E. AHJ, CITY OF ATLAOITIC BEACH CONTRACT # 203733 CENTER OF TILE JOB? [:] yES L-�`Na I CENTER 13N FIXTURES JOB?[] YES VN13 SHEET # CONSTRUCTION TYPEt IS FP101 OCCUPANCY,