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HomeMy WebLinkAboutADAMS ELEMENTARY - CLASSROOM ADDITION - PLANS 1986RELOCATED 5PEAKER AND CALL BUTTON . UNIVENTILATOR BY MECH, REWORK CONDUIT AROUND UNiVENT HEATER TO MAINTAIN CIRCUITING PAKIF1 "H-4" t NOTES THIS D RAW TNC: 1. FIRE ALARM DETECTORS SHALL. BE GAMEWEL T 1, . PHOTOELECTRIC #R-7 WITH BASE. Q THERMAL DETECTOR 135!F iI50414. 2. ELECTRICAL TO MODIFY EXISTING GAMEWELL FIRE ALARM PANEL TO ALARM THROUGH T OUT SOUND SYSTEM IN ADDITION T O FI RE ALARM HORNS. CONTACT NELSON FIRE T ALARM (801 FOR FIRE ALARM PANEL AND "ASCO (801/521-3420) FOR SOUND CONSOLE INFORMATION. P A N E L H-4 (EXISTING) LOCATION STORAGE ROOM MLO 4 AM PS M AIN _W I R E S 3 t TYPE G.E. CCBN VOLTAGE - 120_/_2_08 FEED TOP MOUNTING SURFACE D I M. BRANCH CIRCUIT Z W _j 0 _j a. a- 2 X 0? d LOAD 0 0 Z Q _ a- 2 X < I- 0 , W Z BRANCH CIRCUIT A B C HEAT STORAGE A 15000 2 0 1 15000 < LLJ 2 2 30 1 A A HEATER COMMONS 2 POLE B -- -- 3 150001 z 4 4 B 1 B 2 POLE HEAT STORAGE C -- 20 1 5 0. 15000 6 30 F— U) C HEATER CORRIDOR 2 POEL A 3400 40 7 5900 8 -- 2500 A 2 POLE HEATER B 3400 30 9 5900 10 30 1 B HEATER 2 POLE C 3400 -_ 11 5900 12 -- 2500 C 2 POLE HEATER A 30 13 14 30 A HEATER 2 POLE B -- 15 16 B 2 POLE HEATER C 30 1 17 18 30 C HEATER 2 POLE A 3400 40 19 3400 20 -- A 2 POLE HEATER B 3400 2 0 21 3400 2 2 '_)o B HEATER KITCHEN 2 POLE C 3400 `- 23 3400 24 -- C 2 POLE SPACE A 5400 60 25 moo 2(o 20 5400 A NEW HEATER OFFICE tj B 5400 -- 27 10800 28 -- 5400 B 2 POLE if C 5400 -- 29 108001 30 40 3400 C 10 KW HEATER RELOCATED if A 1 31 1 32 - - _340o A FROM H-5 if B 331 34 3400 B 13 POLE it I C 351 1 C 11 , 11361 TOTAL LOAD / LINE — WATT S A C FED F ROM PANEL H AMPS/ LINE A__B C Isic 11--WIRE SIZE 4 ;f'3/0 CU A I i6 C'U (;ND CONDUIT SIZE. 2" UNIVENTILATOR BY MECH. EXTEND EXISTING FIREALARM LDDP TO NEW DETECTORS IN NEW CLASSROOM WITH 'It to C 4 16 CU - COLOR CODED TO MATCH EXISTING CONDUCTORS - REMOVE CONDUCTOR5 BETWEEN 5- AND 5 I"C 3 6 CU 4 I' 10 CU GND H 5 - 26,2-8,30 Z EXTEND EXISTING TV j - BOX TO NEW LOCATION WITH '/j, C AND BLANK COVER ALL TV-J BOXES - INSTALL PULL STRING IN ALL TV CONDUITS INTERCEPT EXISTING CONDUIT IN ATTIC SPACE AND EXTEND TO NEW LOCATION5 "INSTALL NEW '- BREAKER IN EXISTING SPACE. ' BREAKER REMOVED FROM PANEL H P A N E-L H-5 (EXISTING) LOCATION STORAGE ROOM AMPS- 400 - MAIN MLO 4 WIRES 3 - TYPE G.E. CCBN VOLTAGE 120/208 —FEED TOP MOUNTING SURFACE DI BRANCH CIRCUIT Z W _j co 0 < _j :"t Q _ a- 2 cr <�_ Y U _ 0* Z LOAD Y_ 0 " Z 0 _ a. 2 cr < �- < 0 F co 0 3: _j W Z —1 BRANCH CIRCUIT A B C Id FAN A 15000 175 1 15000 < LLJ 2 30 (!) Z �_ A SPARE B 1 15000 -- 3 3: 150001 z 4 -- I B 1 3 POLE C 15000 -- 5 0. 15000 6 -- F— U) C 3 POLE HEATER A 3400 40 7 5900 8 30 2500 A UNIT HEATER B 3400 9 5900 10 -- 2500 B 3 POLE C 3400 11 5900 1 12 -- 2500 C 3 POLE SPARE A 40 13 14 A SPACE -- 15 16 B RELOCATE BKR TO PANEL H-5 3 POLE C 17 18 C FILL HOLE IN COVER3POLE HEATER A 3400 40 19 3400 2 0 20 A SPARE 6 3400 -- 21 3400 1 22 -- B 3 POLE C 3400 -- 23 3400 24 -- C 3 POLE *NEW CLASSROOM A 5400 60 2 5 moo 2 (o' 60 5400 A NEW CLASSROOM HEATER 13 5400 -- 27 10800 2 8 -- 5400 B HEATER 3 POLE C 5400 -- 1 29 108001 3 0 -- 5400 C 3 POLE 35 100 r 5 % 3100 TOTAL LOAD / LINE --WATTS A 100 B 35 %0 FED FROM PANEL H AMPS/ LINE A 293 B 293 _C 293 ISC L WIRE SIZE I - 500 MCM CU AND 1 -350 NEUT. & 1 #4 GND CONDUIT SIZE 3-112" ��JNS.IALL NEW 3P BREAKER IN EXISTING SPACE. UNIT HEATERS REMOVED OR SPARE BREAKER. K*-_ri,ric3c1y R exbur g , f C1 za 1 C'> Modify the existing sound and fire alarm system such that when a fire alarm is initiated, it will alarm over the sound system speakers in addition to the fire alarm horns. Existing sound system is Rauland SWL-25, MCI-350. Install new tone generator and amplifier sections and connection to fire alarm contacts. Tone generator to approximate fire alarm horn sound. POWER PLAN SCALE 1/8"=1'0" Existing fire alarm i,s Simplex 3 zone. Install one set contacts in panel for sound system controls. Contact Simplex Co. 801/ 252 -4242/ Ad am s F, -1 <_- in c-_ " t- a c-- 1 tc:> c) I- Rex , 11 C1 a 1 <::) Modify the existing fire alarm and sound system such that when a fire alarm is initiated, the alarm will sound on the sound system speakers along with the fire alarm horns. Existing sound system is Bogen Series 15. Install new tone generator and amplifier and connect to fire alarm system contacts. Tone generated to approximate fire alarm horn sound. Contact Lassco Sound 801/521-34201 Existing fire alarm system is Gamewell Flex Alarm 30300. Contact Nelson Fire Systems for modifications as required. 801/532-4523. H - 'b ID ---I -.v C1 S C_- 11 <:> a I_ H ibbard, :r C1 a 1 <D Modify the existing sound and fire alarm system such that when a fire alarm is initiated, it will alarm over the sound system speakers in addition to the fire alarm speakers. Existing sound system is Bogen 15 -1. Install new tone generator and amplifier and connect to fire alarm contacts. Tone generated to approximate f ire. alarm horn sound. Contact iassco Sound 801/521-3420. Existing fire alarm system is Garnewell 'Flex 401. Contact Nelson Fire Systems 801/532-4533 for modifications as required. NO'rlK WORK TO BE DONE IN ALL THREE SCHOOLS ELECTRICAL SHALL COORDINATE, WORK IN ALL FACILITIES WITH SOUND AND FIRE ALARM CONT'RACTORS. C 0 2618 0 F- -A BRUCE N. BRADLEY BRADLEY ENGINEERING • W J ( 14 3 to r fox 2 4 • W W ij 2 > � I Z • 4,tv 0 to 113 N W6 ;: U V Im Z= 0 V 0 Z 0 Coo) Z 0 :a Z 'j JOB NO DA B Y SHEET Z Z W 0 Z 0 0 0 �— < LLJ 0 5 U) 0 (!) Z �_ X w 3: z 0 < < < 0. Q) W U ) F— U) 0' M X < ::) 0 W 0 < JOB NO DA B Y SHEET ,34 F I X T U R E "A" L 1<tj F N-23 CORRIDOR LIGHT CKT L J FIXTURE SCHEDULE Y S M MANUFACTURER FIX WATT LAMP TYPE MOUNTIN G REMARKS NAME CAT. N0. Q _ CL ME LITHONIA EC 140A x`4 F40TI2 RECESSED COFFERED CEILING SYSTEM A ROBERTS COFN SERIES I 0 0 �_ LW 20 (100 A 4 if CENTER B o °` SEE NOTE #1 3 LITHONIA 2GS024OA-12 90 F40T12 RECESSED LW I?, DAY BRITS CG242-0O2D X 5 SEE NOTE I 6 _'o A tf OUTSIDE C EAGLE 604 60 A-19 SURFACE 8 20 B RECEPT. E. MULTIPURPOSE BLOWER FAN A 20 LITHONIA LB240A 90 F40TI2 SURFACE SLE NO'JE Itl A DAYBRITE WA142 B 20 LW 12 t B RESTROOMS FANS FT=UHT SCHEDULE NO'rES: 1. ALL BALLASTS SHALL BE ENERGY EFFICIENT TVPE ADVANCE MARK II OR EQUAL. ALL FLUORESCENT LAMPS SHALL BE ENERGY EFFICIENT TYPE G.E. WATT MISER !l OR EQUAL. ALL LAMPS SHALL BE LITE WHITE. P A N E L A ( FIX S TT N G LOCATION STORAGE ROOM AMPS 100 - MAIN MLI() 3 WIRES 10 TYPE G.E. NLAB VOLTAGE 120/240 FEED TOP MOUNTING SURFACE DIM. BRANCH CIRCUIT uj Z o o a . a. m E < �- y- 0 o z LOAD , e C5 0 z Q _ CL ME a <!� 0 _j a < 0 _j BRANCH CIRCUIT A 0 LIGHTS TWO ROW E A 20 I 0 0 �_ 2 20 (100 A LIGHTS TWO ROWS W if CENTER B o °` 20 3 00 U) 4 n < 0 B it HALL, SPARE A X 5 z 6 _'o A tf OUTSIDE RECEPT. HALL B C) -10 7 8 20 B RECEPT. E. MULTIPURPOSE BLOWER FAN A 20 9 10 20 A W. MULTIPURPOSE POLE B 20 11 12 20 B RESTROOMS FANS A '10 13 14 o A B 20 15 16 -) B A 17 18 20 A RECEPT. NEW CLASSROOM B 20 19 � NEW CLASSROOM A 20 21 22 50 A WATER HEATER SPARE B 20 23 24 1 L B 2 POLE TOTAL LOAD / LINE -WATTS A B_ FED FROM PANEL. M B_ Isc 1-1/4 AMPS/ LINE 3 it 3 CU 1-1.14 WIRE SIZE CONDUIT SIZE *F,XISTING '_'0A-1P SPARE BREAKER. " NEW 20A- BREAKER IN EXISTING SPACE. INSTALL NEW STABS AS REQUIRED. NEW LIGHTING PLAN SCALE 1/8=1'0" CLASSROOM is 4 a 29 FIXTU R E „A„ %jilliff►l LID PROA 265 0 BRUCE N. BRADLEY RADLEY ENGINEERIN CHARTERED • M Ig I $A N Z N h oc z w z • jj j U) ca •� > >N 0 '_ Im 0 0 �_ 0 0 X (100 (D Z UA U) W a o o °` tv 00 U) !L6 0— < 0 < mi cr- X U) z D 0 x 0 u at :D 0 L'J 0 oz D o 0 rw� u -a 4c Z 0 Q Z 1-1 6A • 0 uj or 010 1 r j j X IL 0 0 1 0 L 9 to • • 1 • d CL 13 M JOB NO-r DA BY Y. SHEET E--30F4 N z < z w U) ca 0 '_ _j 0 0 0 �_ L 0 X (100 (D Z W U) 00 U) z :D o < 0 < cr- X U) D 0 x < :D 0 L'J _j C) JOB NO-r DA BY Y. SHEET E--30F4 LIGHTS THIS AREA TO REMAIN EXISTING MULTIPURPOSE REMOVE ALL LIGHTS THIS AREA, RETURN TO OWNER i NEW CLASS ROOM Lj PANEL „A"- PANEL "H — 4" PANEL "H — 5� .� Q 3tv goal at air a o tv ul W.d N w N Z= 0u IN dd u o 4 .r u Z O d Z 0 d Z O ohl""t Ak av vj i` li LIGHT FIXTURES ARE I' x k' TWO TUB FLUORESCENT BOX TYPE- SURFACE MOUNTED E LECTRICA L LIG HTING DEMOL PLAN SCALE 1l8 " -1'0" A 5 9 1 t %rurr1►rir,�� , L I D # w 26 o , like BRUCE N. ' ^AD4EY BRADLEY ENGINEIEt IN4 0 ex IK cd 0 1 0 0 9 • s► s� # r eg r ..moo '. ✓ r `}, tl JOB NO -;F> DATE I v BY Y- SHEET o Ld Z _0 2° F Z }-- O a (D cr iU W 2 Z F-- }" � Z 0 J o ''' O < < U o (� to 12) o x V JOB NO -;F> DATE I v BY Y- SHEET Ex I" CAB RDU SPO FIEF TO AT TO AN BUILDING PLAN SCALE 1" =20' nri nfnTr rinriiIT r in ut.l I i r A -rrrrn rnnAA en.. 1-1 Jr'v U L.1 UL, I UtC) I U K I "INI IV C'LZx>#'4 HIVU CONSTRUCTION COMPLETION (TYP OF - 3) ELECTR POWER DEMOLITION PLA SCALE 1/8"=1'0" REMOVE WEATHER PROOF COVER AND INSTALL NEW RECEPTACLE COVER-EXTEND OUT FOR NEW WALL. 4. RP - REPLACE WITH NEW. RL - RELOCATE TO NEW LOCATION ON NEW PLAN. NOTES THIS DRAW T N G : REMOVE UNIT HEATER AND REMOVE DISCONNECT, CONDUIT AND WIRE. UNIT HEATER TO REMAIN. REWORK CONTROL CIRCUIT AS REQUIRED. A REMOVE AND REPLACE TO NEW CLASSROOM AFTER WALL REFINISHING. 'o pRd * 24 8 � t 0 • m �� � c '�y��iLi �. {7F BRUCE N. 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DESCRIPTION HOT COLD WASTE VENT I �LAe� 511 K- I4We---) MoD�L TOTAL MANUFACTURER 1i- IT�Gt�AL F L.00 }� r'I TEf� o�a.w - rNRU p IF0-0 WJ �/ $ I� 4- Zo P� Jlo0� 3 t}(i, io457 ST0,10 R, °vi estop f, I& pTAP ( ui 5 Q r� ' ' M LT'! - P17Rf'o51✓ Goa J f.l�GT �E.W 2" WASTE �(i LIi�.1� To 1✓xI�T(u� 4" wA�Tf✓ I L,,, i F-1 E V E� t P' f >✓XA.G i,�'�ATI o }.l LINTEL BY MA!SoNAr'-Y GONTP- AFToR - -- -4-4 ° X.10 Vg" FLOOR PLAN - MECHANICAL ELECTKic- GOII_ F1L.TER PAMPER ASSEMBLY I \�, AIK NIT VENTILATOR DETAIL NO SCALE ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 8320 TELEPHONE: ( 208 233 -0501 ESA JOB NUMBER: .= I r UNIT VENTILATOR SCHEDULE NO TYPE %FA. CFM H.P HEATING I CHAR. TOTAL MANUFACTURER 1i- IT�Gt�AL F L.00 }� r'I TEf� o�a.w - rNRU p - 1000 �/ $ I� 4- Zo P� Jlo0� 3 t}(i, AA.1% ��RIES 400c Y W/ 44 )( (O' /g LoLjv5K s, Wo LI- ovt-mvE - rimsR. ( ui ELECTRIC HEATER SCHEDULE SYM. TYPE B.T.U. K.W. CHAR. 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"'i-^ -��i 8 0 1 l.l.j x `" i W � i t y u� i ll { i i 4 aa a t/ �%ti. � � � t � a.r` �`° �"!�"✓� � i l�� �... � i "t�`e.'7 i "� �� �•►� �W.��4� Y -- i T� I o 4 aa a ROOF DECK NOTES USE 5/8" CD EXTERIOR PLYWOOD WITH ALL EDGES BLOCKED, USE 8D COMMON NAILS AT 4" O/C AT ALL PANEL EDGES AND USE 8D COMMON NAILS AT 10" O/C AT ALL INTERMEDIATE SUPPORTS, WALL SHEATHING NOTES USE 1/2" CD EXTERIOR PLYWOOD WITH ALL EDGES BLOCKED, USE 8D COMMON NAILS AT 3V" O/C AT ALL PANEL EDGES AND USE 8D COMMON NAILS AT 10" 0/C AT ALL INTERMEDIATE SUPPORTS. PREFABRICATED WOOD TRUSS NOTES 1, DESIGN WOOD TRUSSES FOR THE FOLLOWING LOADS: A. TOP CHANNEL DEAD LOAD = 12 LBS /FT BOTTOM CHANNEL DEAD LOAD = 8 LBS /FT C. TOP CHANNEL LIVE LOAD = 35 LBS /FT D. BOTTOM CHANNEL LIVE LOAD = 10 LBS /FT (BOTTOM CHANNEL LIVE LOAD AND TOP CHANNEL LIVE LOAD NEED NOT EXCEED 35 �BS /FT2 TOTAL, DESIGN FOR WORST CONDIT�ON, 35LBS /FT L. L. TOP CHANNEL ONLY OR 25 LBS /FT L. L, TOP CHANNEL PLUS 10 LBS /FT L. L. BOTTOM CHANNEL,) 2, FOR DESIGNING GANG NAIL PLATES FOR TRUSSES USE 1,25 TIMES DESIGN STRESS TO CALCULATE AREA OF PLATE REQUIRED, m w 1 j ,J 1. ALL WOOD BEAMS, JOISTS AND COLUMNS SHALL BE #1 GRADE LUMBER OR BETTER (FB 1500), ALL GLUED LAMINATED TIM MEMBERS SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2,400 PSI, 2. PROVIDE SOLID BLOCKING AT LEAST 2" THICK AND FULL DEPTH OF JOIST AT ENDS AND AT EACH SUPPORT OF JOIST, PROVIDE APPROVED BRIDGING AT A MAXIMUM OF 8'_0" O.C. BETWEEN SUPPORTS, 3. LAmiNATED BUILT —UP BEAMS OF 2X MEMBERS SHALL BE BUILT AS PER THE NAILING SCHEDULE, ­­ IJCTURAL PLYWOOD SHALL BE C —D EXTERIOR GRADE , = ER UNLESS NOTED OTHERWISE, 1 r v / t/ �%ti. � � � t � a.r` �`° �"!�"✓� � i l�� �... � i "t�`e.'7 i "� �� �•►� �W.��4� Y -- i T� I Q z W 0Q 0 � 4-1 -� i as � ,��...%_ � � ' •.' � �..a."" . � !+d � , ...,.X.o�h.L..� ,,,_ ,.._�......J -* ,_ - `X. ..... "'i-^ -��i 8 0 1 l.l.j x `" i I F� s NIL ai ROOF DECK NOTES USE 5/8" CD EXTERIOR PLYWOOD WITH ALL EDGES BLOCKED, USE 8D COMMON NAILS AT 4" O/C AT ALL PANEL EDGES AND USE 8D COMMON NAILS AT 10" O/C AT ALL INTERMEDIATE SUPPORTS, WALL SHEATHING NOTES USE 1/2" CD EXTERIOR PLYWOOD WITH ALL EDGES BLOCKED, USE 8D COMMON NAILS AT 3V" O/C AT ALL PANEL EDGES AND USE 8D COMMON NAILS AT 10" 0/C AT ALL INTERMEDIATE SUPPORTS. PREFABRICATED WOOD TRUSS NOTES 1, DESIGN WOOD TRUSSES FOR THE FOLLOWING LOADS: A. TOP CHANNEL DEAD LOAD = 12 LBS /FT BOTTOM CHANNEL DEAD LOAD = 8 LBS /FT C. TOP CHANNEL LIVE LOAD = 35 LBS /FT D. BOTTOM CHANNEL LIVE LOAD = 10 LBS /FT (BOTTOM CHANNEL LIVE LOAD AND TOP CHANNEL LIVE LOAD NEED NOT EXCEED 35 �BS /FT2 TOTAL, DESIGN FOR WORST CONDIT�ON, 35LBS /FT L. L. TOP CHANNEL ONLY OR 25 LBS /FT L. L, TOP CHANNEL PLUS 10 LBS /FT L. L. BOTTOM CHANNEL,) 2, FOR DESIGNING GANG NAIL PLATES FOR TRUSSES USE 1,25 TIMES DESIGN STRESS TO CALCULATE AREA OF PLATE REQUIRED, m w 1 j ,J 1. ALL WOOD BEAMS, JOISTS AND COLUMNS SHALL BE #1 GRADE LUMBER OR BETTER (FB 1500), ALL GLUED LAMINATED TIM MEMBERS SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2,400 PSI, 2. PROVIDE SOLID BLOCKING AT LEAST 2" THICK AND FULL DEPTH OF JOIST AT ENDS AND AT EACH SUPPORT OF JOIST, PROVIDE APPROVED BRIDGING AT A MAXIMUM OF 8'_0" O.C. BETWEEN SUPPORTS, 3. LAmiNATED BUILT —UP BEAMS OF 2X MEMBERS SHALL BE BUILT AS PER THE NAILING SCHEDULE, ­­ IJCTURAL PLYWOOD SHALL BE C —D EXTERIOR GRADE , = ER UNLESS NOTED OTHERWISE, 1 r v / OF '- RIPPLE ST11M, AT ;:Arw ;:mn f1f0f CCC Cluni,tki - i t mi.,v nr 0 w Q v+ 09 IV w �/ 1 • d� w Ul EL v °` Wt UA V V! 1+ Zz 4 �t W 8 J V •� O Z d 4 Z • UA • X IL 1 0 9 • e� • m • ' ML • !f �-�— CV Q z W 0Q 0 � 4-1 -� i as � ,��...%_ � � ' •.' � �..a."" . � !+d � , ...,.X.o�h.L..� ,,,_ ,.._�......J -* ,_ - `X. ..... "'i-^ -��i 8 0 1 l.l.j x `" Z I F� s NIL . 4 -- �_. x Iti/ ��1rt�. 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All metal reinforcement shall conform to ASTM A615, Grade 40 or 60, with a minimum yield strength of 40,000 psi. 3 A I I r e i n f o r c i n g b ars s h a I I d e t a i l e d , b o l s t e r e d an s u p p o r t e d in accordance with ACI 315. 4. All reinforcement bars shall be securely anchored to the forms and spaced from them as follows: (A) For concrete not exposed directly to the ground or weather, 1" in slabs and walls. (B) For concrete exposed to the ground or weather, 2" in walls, 3" above bottom of footings. 5. All splices in continuous reinforcing bars shall lap 30 bar diameters- All such splices shall be made in a region of compression unless shown otherwise. 6. Large areas of stab on grade shall be placed in strips sub-divided by contraction or construction joints into roughly squares whose sides shall not exceed 12'6" in either d i r e c t i o n . 7. Add (2) #5 bars around all openings (unless noted other- wise), and extend 24" beyond the corner of the openings. REINFQRCED QQNCRETE MASQNBY 1. All mortar shall be Type "S" (Section 2403 of the Uniform Building Code). Use Portland Cement. 2. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear, unobstructed continuous vertical cell measuring not less than 4" by 51 If walls are b a t t e r e d or i a l i g n m e n t i o f f s e t , the 4 11 by 5" c opening shall be maintained as measured from course to course. Excessive mortar fins and any other obstructions shall be removed from the cells to be grouted, 3. At the time of laying, all masonry units shall be free of excessive dust and dirt, 4. All cells containing reinforcement shall be filled solidly with grout. Grout shall be placed by pumping or an approved alternate method and shall be placed before initial set or hardening occurs. Grout shall be consolidated by puddling or mechanical vibration during placing and reconsolidated after excess moisture has been absorbed, but before workability is 1 0 3 t - 5 A I I r e i n f o r c i n g s h a I I b e in pl ace p r i o r to g r o u t i n g , V e r t - i c a l r e i n f o r c i n g b ars s h a I I b e he i n p o s i t i o n at the t o p , b ottom a n d at i n t e r v a l s not f a r t h e r a t h a n 4 ". 6. Grout shall be placed in 4' lifts. Joints shall be formed at intermediate bond beams by stopping the grout pour 1/2" below the bed joint_ 7. Grout solid around all anchor bolts- 8- All walls shall be built as an integral unit at corners and intersections. 9. All lintels shall be built as an integral part of the support. No toothing will be allowed. 10 Prism tests for mortar shall be provided before starting masonry work on the building and at intervals as required in the specifications. Minimum compressive strength of prism tests shall be 2,000 psi at 28 days. 11. All grout shall have a minimum compressive strength equal to at least 2,500 psi at 28 days. 112' A I I r e i n f o r c i n g s t e e I s h a I I con to ASTM A615, Grade 40 or 60_ 1 3 . L a p a l l m a s o n r y reinforcing 4 0 b a r d i a m e t e r s - 1 4 P a t I e a s t ( 1 ) #5 b ar o n e a c h 5 1 0 e of a I I o p e n i n g s in masonry wa i, 15. Dowel into exi�' r-, masonry walls at ins areas. Dowel at 121 o/c at the L-­t om course and install dowels within 10" 0 top course at side walls. I �—�. 1 7_1,��' c�7 7 MASONRY VENEER Use mortar as per the 3peci f icat ions, A I I b r i c k v s h a I I be anchored to the back-up wall with r i g i a b r i c k t i e s at 16" o / c b o t h w a y s - C A I t e r n a t e - 1 2 " o v e r t i c a l an 24" o horizontal). 3. Brick tle'S shall wrap around #9 continuous wire in the mortar j o i n t . #9 wire n e e d n o t l ap at s p l i c e s . 4 if c r imped brick t i e Is used pack small amount of mortar aroun t h e t i e , 1" c l e a r a I I aroun between the veneer and the back-up material. 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