Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1201 Cornwall Rd Fire inspection remodel Harcar
CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 (407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: 10/19/ 98 Business address: Cornwall Occ. Chap. 27; 29 Business Name: Harcar Ph. Contractor: Humphrey Realty Ph. 322-5510 Reviewed [ ] Reviewed with comment [ X ] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspectoiz ,, Comment: Ongoing project; Letter of explanation to follow from Mr. Jessa per 10/19 meeting. This permit is for doors only to facilitate long range modifications that will allow a multi -tenant use. 1.1 Application - Existing business (LSC 27); Existing warehouse (LSC 29) 1.2 Mixed - N/A 1.3 Special Definitions - None noted 1.5 Classification of Hazard of Contents - Business use only for this permit - ordinary 1.6 Minimum Construction - N/A 1.7 Occupant Load - 1 Person per 100 sq.ft. (for determining exit capacity) 2.2 Means of Egress Components - O.K. 2.3 Capacity of Egress - As noted by attachment 2.4 Number of Exits - Two required, (27-2.4.2); Existing second exit access o.k. as is through single tenant warehouse-(5-7.2); Proposed new exterior exit not required by the Life Safety Code. 2.5 Arrangement of Egress - O.K. ". r r : .. - a , r r:. , it MQ IIV4 /, Z- 1--101V711 AG L o r Cl ry or ok / b1t / \ 'E Z- L 0 / V J L L E ORC12 -r'N/ Z- /4 APPROVED C-X 5• PA 1 % v YN/L ,-,47cc� /,)2Yw�tCL /ti TC Z /off'. S��rio� f3 TYPICAL WlNboW goL/ 12- VY///L F_A G451� b G✓L �� 0 - -...•� -, ..-, —� � cam[ -� c � S.T�y jz D �Yl�/Pn LA , e AN s,cw�n_ �ri`lPAc�' �f'S 71f07 �j T C x l S TIC PR k-r/ arV �i r. D CGS vL! 7•/0A.! of a G X /5 TI P4 -r7—! F&e-r/ I �h ' 43' 2 o/ CUSE')V PjA L Z RCAA L�, 5A I-, FO >PD �"� �? °� 3.2 7 3 , , tea tNN f� Y6 SA S S,o- t 1 2 3 4 5 6 7 8 9 V 11 12 13 = 14 15 18 9 16 19 20 21 22 23 24 5 26 27 28 TECH -Rh #21 EXISTIN PANEL "LT1,C" OFFICES I I I I I I i i I I I I I REFEED FROM LT1 B I (2 FLOOR EXISTI PANEL. "LT1B"EXISTI I I I I I I TENANT XFMR I TG REMAIN I I I I I I I I I I TENANT # I �'-'\ ,��''� � I I EXISTIN PANEL 'Hr16" i 4 , STAIRS EXISTING 45KVA UP XFMR TO EMAIN EXISTINGANEL� "HT1A" / STAIRS i I REFEED F OM HDTt 4 I r PANEL PANEL SfiAIRS "LT3AP) "HT3A"PANEL I �I HDT3" PANE "HDT1" OFFICES 2nd FLOOR UP I I I I I I I I I I I `j 7�, ' I ;REEXISTING 0A L1-7 IPANEL 480277, 30,'4W E T46" HT4B" EXISTPANEL HT4A REFENDGFROM STANDING EXISTIN 45KVA" XFMR 0 REMAIN EXISTING 45KVA L I I��,•� '¢� '+1 .. XFMR TOR MAIN PANELEXISTING ANEi " " LT4A' I ! REFEED F OM L HDT1 Atip T\ — — — - — — T — — — — — — — _ { — — = .: — — — — — — — — TING PP "HT2A" I f EXISTING 45KVA REFEED FROG "HDT2" / UP t. ,r I I I I I I I I I I I I XFMR I TO .REMAIN I ( � STAIRS EXISTING 45KVA T I XFMR fO REMAIN TENANT i I I I I I ITENANT #41 EXIS ING PANEL " T E I"LT2A" REMOVE CONDUCTORS, PAN L I L "HL „ ABANDON CONDUIT IN I PAN " I I I I I I c I I I I I I I PLACE UND R FLOOR I i I PANEL I I HL I I I I I I \ SLAB "HDT2" I I I I I I I I I I I I PH "00A » PANEL T4"HSE" I I ! I I PANEL 600A .60 A 400A 6 PANEL fif1»H E" T HH1 II II II II II !I II — TO PANEL "HSE" � � TO PANEL "HSE" — UTILITY COMPANY PAD MOUNT TRANSFORMER 2 (FPL) FLOOR PLAN - ELECTRICAL SCALE: 1 =30 -0 HEX NOTES: ELECTRICAL SYMBOL LIST ELECTRICAL SPECIFICATIONS 1> TO FPL PAD MOUNT TRANSFORMER VIA NEW METERS. CONDUIT RUN' BELOW GRADE OR IN SLAB 1. All conduit under slab, or underground shall be PVC schedule 40. REFER TO POWER RISER DIAGRAM FOR CONDUIT, 2. All conduit above slab shall be EMT IMC or Rigid Galvanized Steel. WIRE SIZE, AND ROUTING. _ " 9 EMERGENCY POWER OFF.BREAK GLASS PUSH—BUTTON MOUNT 6 —6 o2 REMOVE CONDUIT AND WIRE COMPLETELY FROM 'BUILDING AFF OR AS DIRECTED BY THE FIRE MARSHAL. 3. All conduitshall be run parallel and perpendicular to structural members. .. EXTERIOR TO FPL TRANSFORMER. UNFUSED DISCONNECT SWITCH. NUMBERS INDICATE SWITCH SIZE 4. All bends shall be made in conduit using proper equipment* and meet National Electrical O3 CUT EXISTING CONDUITS AT FLOOR TO BELOW FLOOR,` �60A,2P g P P er q ui P PATCH FLOOR TO MATCH EXISTING FLOOR. FUSED DISCONNECT SWITCH. FUSES SIZED AS SHOWN ON DRAWINGS Code (NEC) requirements: 4 EXISTING PANEL TO BE REFEED FROM NEW PANEL "HDT1". 5. All conductors shall be soft drawn copper, size as indicated. Conductorinsulation shall PROVIDE CONDUIT, WIRE AND CIRCUIT BREAKER SIZES AS PANELBOARD,''120/268V, 30, 4W be THWN—THHN. REQUIRED. ® PANELBOARD, 480/277V, 30, 4W 6. Contractor shall use Square D, ITE, or General Electric panelboards, disconnect switches, etc. or approved equal. Q TRANSFORMER 7. Panelboards shall have copper bussing and bolt —on type circuit breakers. Panelboard directories shall be typed by room number and designation "(I.E. Panel "HT1 ", Etc.) 8. All work shall conform to the 1996 National Electrical Code, State and local codes. 9 Disconnect switches shall be Hea but tYe Nema 1 unless outdoors to be Nema 3R • `N Y :P 10. All electrical equipment shall be UL listed 11. A (green) insulated copper ground conductor shall be installed in all raceways. i 12. All work shall be done in a workman like manner. 13. All work shall be done in accordance with the 1996 National Electrical Code, and " and all state and local codes. 14. Provide fire rated sleeves where penetrating fire/smoke walls. r ,... -,c. .. r. _. v .,,. -- -. .. F - ... ,.: ,,. r. ... _,, t, - i . ,-., � - „. .. _ .. ,.. , - - _{ r ,.. , i :. > S , r 3 _ .. . . . ,. i _. .� - .. a :., _ y , , '.' _ a x , - Y -. :. .. , , , , , .� r ,. r x - - .. r , • ., r , - .- . � �I II _ I,, 1I . - _ _ _ :I II .I IN. 'G 1f5 ., N\I- 1I, i,T I'. ,' ,. - . ' I I . I _I.- . � . -I 1. I� �I �.I I . ..I -I b .t . I 6._� IIIi. " ,.� I '* ,I�(. II.D s. . II �. - __./ �-�iIi -_I . I ,� 1I ,.� .. I I���, . � I . IIII - / � III I �i I IP �I .I I�II � . I _I _.II -,I I I.Ie . I .--I .I . . � 1� -1 .� tI � I�I \I. AI. I -,I ��� v �II. . _.�1'.I II1I . I 1'.' .') '1I�I ,-1 � � II .l'.�I 1��1,, '1 II �I-� ':. iI�.�1Il I,,I� 'I �: .�1tI1� 11. � "I1,.I I. I I ��� -IIII .�. 1 I I I� , -I � 1I�I I. .. I.-.. . ..1.. -. .1,�I ..Ii� 1 I.I1� I� .. �I . . I . II -.� . I 'I� �I ,I �I I � I� .- . I I �I I1� 1� � I ��. 1I �I --I 11iI ��1 I.l I �. �I � I I ; .I. I . I .I.I .���'I -.I 1I1I,.1 'I�I. . I � I. . -III 1 I 1...I I . I1 , I�-.II. , �. I I .�,�1I.:I I,I �I I .- 1--1_,I. . w I II.II I. I � " 1-1. .I 1 I � 11III 1 I�1�I- 11" �..I 11I. � � '�-' -I1I. :. � I1.- i . 1I .mI �b-""1'1.�.1 .� .i��,I.I1 . �. 1_, 1.,II- .. .I,- ,1��11�� :11.�I,� ' ` . I � ,_ )fi_% �9_� I I I I :-_: ,� ,I �.' I- II1,"� I1 : �._I. . I . � � I �. I I .I � " I ,- � I �I I I � II .i I . . Ll-� P'.-,I-- _E.E RI C'.-), I I -. -I:'1.I���1. t1. 1-�-1�-�I ,i,1��1, I�Iz ,�I�I�[�IIi.1.� I. 7� - 1Il�I I�'.' , -� I� '� �JI� 1IIII��-'I, '"i o�II'I .-,I.1i-I, "-�,i. ,1,t�" � 'I I.I ,'��' . ;�_, I -I I., � 1 �I I I-�i`�,,'.� ''I�.11,��I�I.",1I� I�I "I I III1I I,1I. I':. III � �' � _1 I 1II.,I " I,'I I.I_ i'I�:'.I ;iII1 I�II I _ J I'I II ..1,I�I �''-.' . I� I :� . �11�,..:�,1 "-, , � L�,(,,,:,I ��,`� , i,-7- I.,-;L 1i�I7'I,', ,I.�_- �!�,,- -1,.,,",_,� ,,_"11�'.�,',,1�i `II.I. '",'�o�"`I���1,�,II.:',I, ,""1.i�� .�� ,'� '2,1,,1,i 1. -,'�,. I, 1. , �1� :�.1'-:11, �.. �1,�",1i�l i,��I1l.�%� 1, I,:II ,", .�;^1"t.1'. - l, ,�_,�.�,:,, . 1I �"_ 'I,,;�,. i ,1" �,,._"� �'��, . -j, � ,-�- -1 1.1,I�., , , ,- � -I�1�; I . "',, ;_.1 .: _ .-. �I �, � I I. ..1, �I�� I-W II _L � II 1. IO E. I �X .IENERAL .�I I STRUCTURAL N0F . V RUCT'URAL I I. . ,. .. A ' :. , , , _ � ,:. ` r :. I , 6ENERAL . I . : , r 5 GONGRETE UNIT MASONR' T AN . A BUILDIN v GODE AS ADOP ED D I I .I .I l.I 5TRUGTURAL WORK; SHALL BE IN AGGORDANGE WITH STAND RD 5.1 CONFORM TO ACI 5PIFIGATIONS FOR MASONRY STRUCTURES (AGI 530.1). , - - I .I 1 � I". I . - ,� II � I � I . I ., ,'i� UI"RI SUPPLEMENTED BY LOCAL, REGULATIOPlS. 5.2 MORTAR SHALL BE TYPE M OR. ' N T Y R TON. O IF � VERIFY A DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING GON5T UG I - ,. . ' , ABBRE /. ABBRE IIATION JT. JOINT 1.2 E LL 5.3 REINFORCE WALLS WITH LADDER TYPE REINFORGEMEN.T EQUAL TO STANDARD DJR 0-WAL IN BED JOINTS -GA I I -I . . � . . �I ,� II I . I I I I I ,. r R I N515TENGIES: ADD. ` ADDITI /E J5T. JOLT THE ARCHITECT OF ANY DISCREPANCIES 0, NCQ 4 WIRE SYSTEM SERIES _OO OR APPROVED EQUAL AT 16 0.6. MEASURED VERTIGALLY U.O.N. PLACE PER MFR. ADD L ADDITIONAL 1.5 DO NOT 56ALE DRAWINGS. RECOMMENDATIONS. EXTEND INTO COLUMNS OR PROVIDE DOVETAIL ANGHOR5 TO SECURE MA50NRY A .' , `,ALTERNATE/ALTERNATIVE K. KIP LT - SECTION / DETAIL MARK 1.4 SEE AROHITEGTURAL, MEGHANIGAL AND ELEGTRIGAL DRANIN65 FOR MISCELLANEOUS STEEL ITEMS KWY, KEYWAY TO COLUMNS. ALUM. ALUMINUM NOT 5HOWN.HEREON. 5.4 WHERE CONCRETE BEAMS ARE' IN5TA LED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" , . , A,G.I.. AMERIGAN (9NGRETE INSTITUTE ARGHITEGTURAL MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND L6TH. LENGTH 1.5 5EE WIDE CONTINUOUS STRIPS OF I/8 SQUARE MESH SOFFIT SCREENING OF PURO-STOP OR EQUAL A11.5.G. AMERIGAN INSTITUTE OF STEEL EMBEDDED ITEMS WHIGH AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH (ENTERED OVER BLOCK WORK: , USE,:,OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. LT. WT. LIGHT WEIGHT CONSTRUCTION EQUIPMENT PURGHA5ED. - 5.5 SYMBOL �# ON PLANS (NDIGATES GONGRETE BLOCK WALL CELL FILLED WITH GROUT AND A.1.5.1. - AMERIGAN IRON AND: STEEL LG. LONG 1.6 COORDINATE SIZES AND` LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARGHITEGTURAL, INSTITUTE L ANGLE ,.._ WITH BAR MATCHING WALL REINF.;'DOWELED INTO BEAM ABOVE AND BEAM OR FOOTING BELOW. BAR SHALL BE LLH LONG LEG HORIZONTAL VARIES ELEVATION MARK MECHANICAL AND ELECTRICALREQUIREMENTS, CONTINUOUS AND LOCATED (N'GENTERaOF (ELL. : A.S.T.M, AMERIGAN SOCIETY OF TESTING NG E6 VERTICAL SEE PLAN 1.-1 NO (HAN6E5 IN GON5TRUCTION FROM THAT SHOWN IN THE APPROVED SHOP DRAWINGS SHALL BE III.IIII It,I�:�'�,.I.I�I�I,II.,,:I�r',.�. I.1 I. i�I,,III�"�,,. 1��;I",'�, I :i,L, 1I . , _���I��I1r:'.I 1�����,(�iiI" .:, t1,I r wL��L�.�I1.!.,5 ,1I,��I1I1.l.I' 1,_I�.,1. , I_1", �- I�-I "_,; ,I_.' -�,-�`, :�,,.1;,,.-1�.1,:,II 1'1�. "_" 1� ':', _, ,1_ 1,1�:,1,_- �,�'.�11I:,I _�-,:,,,IIL1 'I 1-.1-:I: .1:�. � � -1 .I I.. �,.I�I,. I - �I .I �, .-� II' 1�I .��.II.1I I � I ,.II�1I,.I ._.. �1� �.-I I1.._ II . _ II �II I�I I ��� .I ... .II. I . '. .11II. _� .1-'� I .,.��. I �.,II -� ' II�I.� I1.� ". I! w -�.I �"- I. � ,I�'�,. ;1.. I_.1.�.��,�II .SI �i�1.� .II, I... II .1I1-�� I11���,1 T-I�.,",�.I .?I . :i,�:�I,�I,I -�I �I- :.-11�4�I1��.1�_.`.11. - 1,1I.-.i_. :,II1.I ,I�'..�,I,1- 11. ,. � . : I �'.I-1.-.'1 �.�.I.- I_�IIC.%'�'' :� I� .I"j ,�_ 1 . .i�, ;, 4.�;_ ttI ,�I `IrI.�I, I-. . 1 I .. I 11 1,1I �._II� II. " II .�_I1 I'. I.� . I I -,1...1I.1(11I��p i1..._. _ 5.6 OPENINGS SHALL NAVE BLOGK:(ELLrAT EACH JAMB FILLED WITH GROUT AND REINFORCED. . MATERIALS LLV. .11 .11, . I LO L MADE WITHOUT THE 5PEGIFIG WRITTEN APPROVAL OF THE ENGINEER. 5.7 GROUT FOR FILLED GELD SHALL 'CONFORM TO ASTM C416, LATEST REVISIONAND SHALL HAVE ,� I- �'1,,�7It�:',��,�:�,F.I',�:i�,-," - ..A1 " .-�I�- 1�I,1,�,�t,;I 1.., 1_,l ', ," "�.1.I, : ,"., .,I.�_,, ..� :1�. III. 1 _ I. '-I,: II :..7,1I ,�1"': � ,, .,.I1. :e ��, I .,, . ;',, I �1, e�'i�.toI�.'%, �1�:� I �,,, ::��..::�,I,I - i, 1�i', � -,."�i,1i:1,��1�I-Yi--:I%4�1�I;I.�,1:�. _." I �,,.!�,�:.I""I.',",,1 1.: 1- .-"' ��',���pI ,�,.I�,.1'-1,I�I"I��I"i"� ,1'- 0.Il.,��1w�i�I�"�II..�.,,1; -:;-';'_,_,1;1_,I��t2"�i�_zA,"-,,'�.�1, �;.1���,��",:.i�I."�t� J'.��. t:':,� ,-I, �-1,II�,,I:,,I'i�1],..'':t_,...�1pI 'i-.71YI":"I I�,f.i",l-11�',,jI,1`, ,_i . '1I, l_,1� �"it�Av,,,. ,l.. �I ,,,.��,.- �i, �,,II-I1,��"�, 1.�, ', �I. .: 1�;�,-�1,,,�'�:, f ,�!", : .�� �.��� � �, �: "I,'1 , _I ,d1cI.,,,l, 4.1L�I-'_-�,��.�i, it ?",tpl��',r, '_ ,, _'I .-_, .'..� � _:I1:''." l�:�,�_�-_.,I �,I :P' � I,.�,-:I. �1-%:,�"!' ,, _:I, ,_� .",�,,1I-_ 1_,��1.,1,��,1,1,'� 'o.7�,,,�ilI:_�.�- -I., �,l; 1,"` �, , ,�� '�-�:1,,t_�--1,;:"',,1. 4,I�1�1 .,.I'1I ��.�"1.;�,,",I �,: `, �'--',I- 1t1��t,1 ,� ,,'.� -�2�,,. ,I� ,�I./-, �,".t,,;�1 �1.t,i,,�1::,,-,, -. I : I1,� ,,�,'1.- t" i:1,�,, 1�1111%41,�;,� :'"��� ,�-_�. ""''1��I _'"ii..-;III1�. �.0.�1"1I.;:,,,'-, - :II, ''.'1,. �II1kr� .�"1�:I,.,.I , 1"t.I 1,Z�,�1a�"—, I . ,., �1',,,�,,. I'I � ,,�, -.,-�1�,I,I ",�,?,t"�, i ,�:lr ��',4- ,��,: ��' 1, �1�1..,1�. I, _1,.-1,;. I ,id, . ,,r, 1� �� ),�1��: "I:I;1 1I t, � I-- I , i� ,"'",�� � ., ��;�,_,.I ,1I %"� .,I�1:�,! ,1,. �,.�7�I " '1�. ' �,�,, I., ��,� : iL��-�_ 01� I ""�-I 4�,��I� ,I�,I, ,'l;I I , , ,�.� �I � ;� ,;: 1.,', '1-.1 1.. I �. .. :I I I ], , 1:, . ,1, I7�,. �� .I .. 1���w.I ,�I ,,�.��1� _"I I";�"1I1�1,�,.-.��,. � 1117� �t-,,.-�-I),,I .t .-,�,.,�:,,.,7. , 1.�:��:.�� �Ili-I ,�1� -,�� �'I1--,,, :I_ I�`,";,:1 �,� "-I",,.I, ,, ,"l,,_ :It"il,",'�4II.I�',II;,-t1-,-,-,I,:', .��;.�I4, �" �II."-',�e:� iL�;, �,.-,f,I,�,�',.,,,_)"�I1,,,�� ���.,..i , ,I.: �,�_� ,.,I1',.1�11L ,,� -1I", . , .dI1"� .,. .�A�",j'� _-'�t-,,"�I,"�I,,_ _�.11-._,�'!!. �, ,". 'I�i�,Iz:',: �1-,",,_,1� ;.,��,�. %�1t,�, , �., ,.'.� -:;I,�_i,;i�.�I_� I . �t_I � ,t, ,I, ".,rZ. ," _ ,. I0I I';;-_:t,-�"'� , 1� 1�'�- ",I� '1,_�i ,��1 ,I 1t-",�1p���1%_--",I �.. ,"i1,I"l�I"1, .',I,-'Il'��,I 1"��- ��.,%._, _��'i,.�- ,1I �%7� _ ,I-�1': '",1"'.� :; ,'-.-""I.��i,:1,, ...,,Ii1,, 1,_ ,,I ,.'_-sI1 ,,1i., " .�. ,1t, -I��t 11,_4i_"' t, -I�",,'-I- ,Il1:.:i''1-1". ' '� � . , :1" I! .-I 1I1;_ , 1. ,,1. i-,.1".I 11'i'�"1-.- -I ,.,I �._I � � �I � �.II,I _'-1, .�-1, � I'1""t.- ,, _� : ,.I�, ,!I-1I't1���1.1 - -_�:. . � _Ii .,1`1,-_4;,'� d IIt,� i ,�,1- 1 ,���,IY1";1 . oI- , .1,_r,.�.�� .!I--` � , 1'z1 , ,�1. _� ,,. t-I:_�_II1",I,�','1_:'�.11, , -, 1_ --�_, t-, .1 I ,1 I I-;" .1�."�� ..��',�.:I �����:11iI.I _:�1 I'i.II I ,- ,I . I1I,:�- ��, �1I _ � 1�1,�1, .i�. 1, I i.��� .,"_ ' 1 , _,.� ..I."- , ,I�,:I - � 1 ,,N.II.� t - � -,,�I1;,I,, vI �� i I�,1..I'I "1II �, - ��I-I, I.I.i,,L,:,I � .�� .I �I , �I--II" . I,,I �.� 4I',:'-,, �I�I,,.I,I 1 1� _��,,, �_�. ;I I1,;�... �-��,11..,.1 �1.I,� 1'�1,,,. .1,L ,,,,,"n�i_..L. I,_1;, ,-I .�� �. �", 1�.I ' .1,I1,';,L',I1 �. I �_..,-I�,i%.� �� C.�� �.I_.__.�I,. II:I I i" , ,", 1.. _,,.����-.,.� ',, ;I ."�,�1, t .I.���:.',,"It 1,,1- 1 ",,,, t.,I:: �"i�,-L�:1-, II. ,I.1�� 1 -,I � ,,�,,1- ,�... I"�I',',' �I, � , z,�,II. , . �I� �.I ,;,I .:I� �..,z,� - ,�I 1 �:I�I, �, 1-1, . , 1—_, ��.I�. .� ,-, ",1�.,�" 11I1�,jI�, - -I i� �� ., , I c'� ,,- �.��� I;I .,:"_�II ;...�; .I : IIF��.. ,, ,,-:1,Ii ,,%_�, I�:t I ��1 �-1:1�� ...�'i.�- ..'�,,Z a I.I �. ,I�� 1-,,_,.�II: -�� �1,I .,�, II L.- �I*I� �: . ,.� II 1" .. I1 :,",, � -tl. I 1:- .,� ` "- '�_�.,. _ I-, �I,��;,,II,� ..� r.�',��.. ��I, ��1'I�I:, '� ,,-- .:: ,,-1I ,,,�� '�..� ., ,�,�:. �I 1. -,;1,:._..,�I.".,,. � �di,,�"_�:-c� ,�I ,,�1'II;"�-.,:���� ',�Jit,.:_""., . _,"-1 II-�I�- , -�1,1","-1.,�1Il":,�L 1_�I�'I,1.�I":�I,,��i,!'I_�.-�-�,,�1"I'.;.* 1�1:,rI".',I, 1, �I�"- �,`"'"lI .�,"1, .,.-, ". I,t,,':,:�,-l.1:"�"�'�i.��l,,.��,I"t��,�.._,1-'�",��,- �,-�1� . �,:� ;I,,,,.�,ii�� ,��.� I ,II "_".iI�� I� �f I,I .;l,, �iII .I-�,I ! � .� 1I�1-: �1, I:�� I. --I -II. -II � I-�II. I_ .I ._ '1.-1I1,-,..I.I �Z1�.I . ��1 -�I. - 1.11, 11.- I ,-. 7� �. I, �-I .-I..1I1I .�. ,' .II'.. �'1II1,- � --.-_1"I�1, �-1 . 1 ,'_I -I 1. _ II .�- .xI_� -� II� �,_� _-�".*.'. . .II�I,I !,I I, . .I I �I.-. .: _,.II I� -I , �I.11I �'1I, ' �'I— I .I ,. I ." j. , I. b 1II,,I "-. . . '.�1. 'II�; I 1:I.1 �I �I� I 1I� �. 1. ..I .I ", �I I� I . III - II II. —:I -I, IIvI _:,.'�I� '�I.�.1 :' 3 A.W.S. AMERIGAN WELDING SOCIETY - I.8 SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF GONTRAGT DOCUMENTS, AND SHALL BE CHECKED A SLUMP OF BETWEEN 8" AND 10 PROtLDE CLEANOUTS: PUMP 4'-O" MAXIMUM GROUT LIFTS A.B. ANCHOR BOLTS MID. MIDDLE AND MARKED "APPROVED" BY GONTRAGTOR PRIOR TO SUBMITTAL. NON -CONFORMING SUBMITTALS WITH 60 MINUTE DELAY BETWEEN LIFTS. GROUT GOMPRE55IVE 5TREN6TH SHA._L BE 5000 P51 MFR. MANUFACTURE/MANUFACTURER RECESS IN SLAB ARCH. ARCHITECTURE/ARGHITEGTURAL 71iml WILL BE RETURNED WITHOUT RE IIEW. A7 8 DAYS. . BM. BEAM MATL. MATERIAL 1.1 SHOP DRAWIN65 SHALL NOT BE REPRINTS OF GONTRAGT DOCUMENTS. 5.8 AT FILLED CELLS, LAY UNITS WITH F-ULL'BED JOINTS AROUND CELLS. F I.10 PE516N DATA 5.1 NET AREA GOMPRE551VE STRENGTH OF,MA50NRY (F'rn) 51IAL►_ BE AT LEAST 1500 PSI. BRG. BEARING MAX. MAXIMUM B.M. BENCH MARK MEGHr MEGHANIGAL 1.12.1 LIVE LOADS: 5.10 ALL BRICK SUPPORT ANGLES' SHALL "BE GALVANIZED AND SHALL BE LOCATED AT EACH SLAB LEVEL BLK. BLOCK MIN. MINIMUM FLOOR 50 PSF BRICK ANGLES ARE TO BE ATTACHED= A5 SHOWN IN DETAILS B/ BOTTOM OF M15G. MISCELLANEOUS 5.11 SEE ARCH DN65 FOR BRICK' VENEER, SPECIFIGATION5 MPH. MILES PER HOUR PLAN /DETAIL MARK 1.11 WIND VELOCITY 110 MPH (1=1.15) 5.12 ALL COLUMNS AND BEAMS INTE6RATEDYIN GMU WALLS ARE 8" AND 12" NOMINAL AND 1-5/5" AND BLD6. BUILDING MET. METAL 1.12 ALLOWABLE SOIL PRESSURE 3000 P5F 11-5/8' ACTUAL DIMENSIONS, TNNBBETWEEN ,; 5.15 ALL BAR SPLICES IN MASONRY SHALL:°BE 48BAR DIAMETER TYP. :, ,. DOT ' BOTTOM: N.T.S. NOT TO SCALE . G:I. CAST-IRON NO. NUMBER 2 FOUNDATIONS G.S. - EAST -STEEL 2.1 COMPACT BEARING 501L IN ACCORDANCE WITH PROCEDURE DIRECTED IN SECTION 02222 OF THE 6 DEMOLITION AND EXISTING _' GL: CENTER LINE SPEGIFIGATIONS 6EOTEGHNIGAL REPORT PREPARED BY L.J. NODAR5E 4 ASSOC. O.G. ON CENTERS 6.1 PRIOR TO COMMENCING WORK, GONTRAGTOR `514ALL FIELD VERIFY AND COORDINATE C CHANNEL 2.2 REMOVE I=REE WATER FROM EXCAVATIONS BEFORE PLAGiNG CONCRETE. WITH ARCH. DW65. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DWGS. GLR: CLEAR/CLEARANCE �--- MOMENT CONNECTION 2.3 PLACE CONCRETE FOR GRADE 5LA35 ON A 6-MIL POLYETHYLENE FILM VAPOR PEN PENETRATION DISGREPANGIES SHALL BE BROU6�I f TO THE ATTENTION OF THE ARCH. 4 ENG. BEFORE t COL. GOLUMN BARRIER INSTALLED ON COMPACTED 50L . , , PGF POUNDS PER CUBIC, FEET PROCEEDING WITH WORK. CO. , COMPANY 6.3 BCE BALL NEGOBAR MITTED 4 GONG. GONGRETE ,: 'N JEGTS DESIGN _ ATED (.B. CONCRETE BEAM 3 CONCRETE AND REINFORCING Y MEAN PROTECT EX15T1�6 5 TO t OB PL. PLATE ,' CG CONCRETE COLUMN PLAN NOTE 3,1 CONCRETE WORK SHALL CONFORM TO A(I SPECIFICATIONS FOR STRUGTIJRAL CONCRETE FOR TO REMAIN, IN(LUDLNG STRUCTURES, UTILI fIES....ET(. C.M. CONCRETE MASONRY PLF. POUNDS PER LINEAR FOOT BUILDINGS, A(1 50I LATEST EDITION. 6.4 PROVIDE ALL MATERIALS; EQUIPMENT,' SHORING AND APPURTENANCES OF EVERY "; KIND REQUIRED FOR COMPLETION OF DEMOLITION WORK IN A SAFE 4 STABLE WAY. GMU CONCRETE MASONRY UNIT P.S.F. POUNDS PER SQUARE FOOT 3.2 ALL CAST -IN -PLACE CONCRETE 28-DAY COMPRESSIVE STRENGTHS SHALL BE 3000 P51. 000RD. COORDINATE P.5.1. POUNDS PER SQUARE INCH FTC. OR PILE GAP MARK 5.5 PROVIDE GONCRETE GOVER OVER REINFORCEMENT A5 FOLLOW5, UNLESS OTHERWISE NOTED: 6.5 PRIOR TO COMMENCING WORK, CONTRACTOR TO INSPECT THE ENTIRE JOB SITE PREFAB. PREFABRICATED I AND ALL OBJECTS DESIGNATED,TOE;REM0�IED AND PROTECTED. ' GONT. CONTINUOUS BEAMS liz 1 6.6 LOCATE ALL EXISTING AGTIVE UTILITY LINES AND PROVIDE FOR THEIR PROTECTION. i. T/ FT6. OR PILE GAP EL. G.ONN. CONNECTION P.T. PRESSURE TREATED SLABS 3/" 6.� THE DRAWINGS DO NOT INDICATE ALL,OBJEGTS EXISTING TO BE DEMOLISHED GONST. CONSTRUCTION REINF. REINFORCING JOISTS ,1%" ON JOB SITE. CONTRACTOR TO GOO?DINATE WITH ARCH.; MEGH. 4 ELEG. DW65. G5,J. GON5TRUGTION JOINT , ` - REOD. REQUIRED i COLUMNS I�'.II i 6.3 GUT CONCRETE, (ONGRETE SLA35,"WALK5 AND GURBS WITH A CONCRETE SAW . �l G.J.: CONTRACTION JOINT I I WALLS I%? TO 2" DEPTH ALONG ALL, JOINTS LINES BEFORE BREAKING OUT THE PORTION. CMP, CORRUGATED METAL PIPE FOOTINGS 31 6.q ALL 501E UNDER REMOVED FOOTERS''IAND 5LAB5 ON GRADE TO BE REGOMPAGTED . ,}; -- _ H G.F. CUBIC FEET (FOOT) - SGHED. SCHEDULE - 3.4 REINFORCING BARS SHALL GoNFORM, To ASTM A 6I5, GRADE 60 LATE57 RE /fSION, NIT TO q5�o PROCTOR DEI�151TY. THERFU?JN,ADDITIONAL FILL TO BE ADDED SPECS. 5PEGIFIGATION5 5UPPLEMENT (51), MARKED "5": ., 5 (IF NECESSARY )AND GOMPAGTED'.IN,6"'LAYERS TO g53o PROCTOR DENSITY. `" !z DEFT. DEPARTMENT 5Q. 50UARE 3.5 WHERE BEAM REINFORCING 15 SHOWN GONTIN0005, SPLICE BOTTOM BARS OVER SUPPORT AND TOP 6.10 PR0�11DE NEW EXPANSION JOINT MATERIAL AT ALL 5LAB-WALL JOINTS EXI5TED 5.5. STAINLESS STEAL MASONRY WALL ` "; DIA. DIAMETER - BARS AT CENTER OF SPAN. ,k IN ORIGINAL STRUCTURE, DIM. DIMENSION STD. STANDARD 3.6 LENGTH OF LAP SPLICES AND BAR'EMBEDMENT SHALL BE 48 BAR DIAMETERS UNLE55 OTHERWISE 5LAB(-ON GRADE AT SAME POSITION OF EXISTING 6.11 PRO TIDE G:J. IN NEW POURED . AST. DISTANCE STL. STEEL NOTED. SLAB ON GRADE, BUT NOT TO EXCEED 10'FT IN ANY DIRECTION. ' DN. DOWN STRUGT STRUCTURAL CONCRETE WALL 3.1 AT GHANGE5 IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS, PROVIDE CORNER BARS OF SAME 6.12 REFER TO ARCH DING.FOR OTHER DEMOLITION WORK, DR. DRAIN 5PG6 SPACING SIZE AND SPACING AS HORIZONTAL• STEEL. ' DWG. DRAWING 51M 51MILAR 3.8 WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS @ 3" O.G. EACH 51PE pIAG DIAGONAL OF PIPE, UNLE55 OTHERWISE NOTED. `` TENS. TENSION ( WIDTH x DEPTH ) TYP. BEAM DIMENSIONS DET DETAIL THK. THICK 3.1 WHERE BEAM IS PARALLEL TO MAIN 5L`AB REINFORCING, PLACE #3 X 6'-0" 12 IN TOP OF MISCELLANEOUS THD. THREAD/THREADED SLAB, CENTERED OVER AND AT RIGHT ANGLES TO BEAM. 1.1 HEADED 5TU05 (H.5.) 5HALL�;BE'NELSON" OR APPROVED EQUAL. EA: EACH TI EAM 3.10 PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. INSTALL USING MANUFACTURER'S SPEGIFIGATIONS AND IN AGGORDANGE WITH AWS DI.I. ATTACHMENT OF E.W. EACH WAY T.B. E B <_ SPAN DIRECTION 3.11 GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A (OMPRE551VE TSB TOP AND BOTTOM 5TUD5 SHALL BE SUFFICIENT TO DEVELOP THE FULL CAPACITY OF EACH INDIVIDUAL STUD (PER AW5 DI.I). EL.EG. - ELEGTRIG/ELEGTRIGAL STRENGTH OF AT LEAST 1000 P51 IN 28 DAYS. VIBROPRUF #1I, BY LAMBERT CORPORATION, , 1.2 EXPANSION ANCHORS MAY BE 5U5Tl:TUTE0 FOR ANCHOR BOLTS ONLY WITH THE APPROVAL k: EL.,ELEV. ELEVATION, ELEVATOR T/ TOP OF NORTH OR ACCEPTED SUBSTITUTE. ,r OF THE ENGINEER OF RECORD IN WRITING. EXPANSION ANCHORS USED SHALL BE HILT, BAWL, OR TD5. TURN DOWN 5LAB ��`- APPROVED EQUAL. EN6R. ENGINEER - TYP. TYPICAL ". '' NORTH ARROW ^1.5 PROVIDE DISSIMILAR METAL SEPERATORS AT ALL JUNCTIONS OF ALUMINUM SOFFIT FRAMING AND EQ. 5P. EQUAL SPACED TS TUBE STEEL/THICKENED 5LA3 EXIST. . EXISTING ,, 4. STRUCTURAL STEEL STRUCTURAL STEEL. EXP._ EXPANSION U.N.O. UNLE55 NOTED OTHERWISE ' . 4,1 STEEL WORK SHALL CONFORM TO THE A15G SPEGIFI(ATION FOR STRUCTURAL STEEL BUILDINGS - I � I IK. 1�I . � 9i . �/ �. / _ EXT. EXTERIOR b" ALLOWABLE 5TRE55 DE516N AND LOAD AND RESISTANGE FACTOR DESIGN. . VERT. VERTICAL 1 U/ 4.2 MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: VOL. �lOUJME F.5. FAR 51PE �% 5TRUGTURAL STEEL: ASTM A36. FT. ` FEET/FOOT NE. WALL FOOTING ANCHOR BOLTS AND MACHINE BOLTS: ASTM A307., ' FON. FOUNDATfO)`! W.S. WELDED STUD � � PIPE (OLUMN5: ASTM A53, GRADE B. FIN. FIN15H - I W.W.F. WELDED WIRE FABRIC 0 ` 5TRUGTURAL STEEL TUBING; A5TM A500, GRADE B. �RA�N D ,(� rr�� 1 ' FIN, 6R. FLN15H GRADE . FEp HOL \ �I °I HIGH STRENGTH BOLTS: ASTM A 325. ;�, W.H. N� E F.F. FINISHED FLOOR WT. WEIGHT STRUCTURAL TEE SECTION 4.3 GONNEGTIONS: FLR. FLOOR W WIDE FLANGE SECTION � 4.3.1 UNLESS OTHERWISE NOTED, BOLTS SHALL BE HIGH -STRENGTH, BEARING TYPE WITH SH T Nt7, t7E3CRIP'i`ICNd F:D. FLOOR DRAIN W/ WWITHl THREADS INCLUDED IN SHEAR PLANES. TIGHTEN BY THE "TURN -OF -THE -NUT" METHOD , ` FTG. FOOTING- N/O WITHOUT J' (SNUG -TIGHT PLUS I/2 7URN). 5.0 STRUCTURAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS . .' F.P. FULL PENETRATION WELD W,P. WORKING POINT 4.3.2 WELDING ELECTRODES FOR A36 STEEL SHALL BE EIOXX. RETURN FILLET WELDS FOR n �( EX.I EXISTING FIRST SECOND FLOOR PLAN -OVERALL �l \ GA. 'GAGE/GAUGE AT FRAMED CONNECTIONS I/2" AT EACH END. A.IE FIRST FLOOR PLAN -EAST WING • 4:3.3 SHOP GONNEGTIONS SHALL BE WELDED OR BOLTED. �7ALV, GALVANIZED ` # POUNDS t� A.IW • FIR5T;FLOOR PLAN WEST WING . I 4.5.4 FIELD CONNECTIONS SHALL BE MADE WITH 5/4" BOLTS, EXCEPT A5 NO.TED OTHERWISE. 6:G. GENERAL CONTRACTOR K 1000 POUNDS (KIP) 4.3.5 DESIGN BEAM GONNECTfON5.T0 DE�lELOP THE REACTIONS DUE TO THE MAXIMUM A.2E SECOND FLOOR PLAN -EAST WING ,GEN. GENERAL +\- PLUS OR MINUS o G.S. -GALVANIZED STEEL ALLOWABLE UNIFORM LOAD FOR THE BEAM SIZE AND SPAN SHOWN, ASSUMING FULL A.2W ;SI^GOND FLOOR PLAN WEST WING W WIDE FLANGE LATERAL SUPPORT, UNLESS OTHERWISE NOTED. � ,1.. I � .I ` HORIZ. HORIZONTAL .�I I .0 CHANNEL 5,IE FIRST FLOOR AND FOUNDATION PLAN -EAST WING L ANGLE . , 1. I . I . . .I� � . 5.IW FIRST FLOOR AND FOUNDATION PLAN -WEST WING .HSA HEADED STUD 'ANCHOR` T5 TUBE STEEL ,, . HT: HEIGHT . 5:5 , , DETAILS' ' WT . TEE SECTION ,'., , . MOMENT. OF INERTIA CENTER LINE - PROPERTY LINE, PLATE . IN: � INCH : _ AMET R . WT _1mi- RInR DI E j . � I . . I ___ - - � C�Cc 1J ILL fug, 0 VL-1 z .1, (o .© Gq 0 ' 0 I I , �== ,--A ,--A 7,,,-' 1 < �� � = 74 `-� ,,-�� 0 rac 0. m Q n cm m 04 W (Q t- co I It w M W Z o It v H W o Q " A o Z H a 0co m 2In L U) Z O o a 0 0 - H QQ � � I a8/12/g o 1. .. 1 i I 0 - v. , :. . , , „, . .. . ' , . _. �', . .. _ v ... ... Y , .. ,r , , ,.: `, `c i... n , t. .. ... .. J.. .... .. 1 , .., r4 .. .. .. f - :. , ,: :. .:.` v: " ,.:. r r .. .: , .. .. _ , .L . .. ... ., -. ,.. ,. it j. t Z-si✓, f , el sm arl {L P i t ;4 �,' {� "/ \ �1 ,',:L� � 1 :\-. 1 4./ �.1 \ Y Y /:: \ L�.1� ,.. ! . v,: •v �, r '. r �,r ast� .. t - _. ,. _- _ }� - - .. t >. - tea.. - i... ... i i a E+ 3 ti, I i { I 5 r f.