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DOOR AND l�kINDOW HEADERS IN STUii L5 TO BE A5 FOLLOWS:' BASED ONDE�/EREAUX DESIGN G4'NCEf TS, ,4Ni% PC
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OPENING 5IZE HEADER A55EMBLY
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61-01, To at- if Structural Engineers
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. Ib. ALL REINFORCING SHALL BE DEFORMED BILLET STEEL BARS CONFORMING To 588 Broadway
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�� _ — A5TM A6I5, G E 60. WELDED WIRE FABRIC SHALL CONFORM TO A5TM "AIPa5.
I I, _' I�fi. FOOTINC55 SHALL R,E5T ON UND15TURBED IL OF MINIMUM BEARING CAFACITY N�'W York, �iE'W York 1001
4000 P5F. ADEOUAGY OF SEARING STi2ATUM SHALL BE VERIFIED IN THE FIELD 212 334-2124
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Belletair, Rye Brook, New York
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UNEXGA\f ATEl;'
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New York, New York 10012
212 334- 2124
YeATHER VANE
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I .01 DIVISIONS: 6ENERAL REOUIREMENTS Is A PART
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AND A0EGUATELY SECURED TO PREVENT 015PLACEMENT �
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A� 51A - BRICK INSTITUTE OF AMERICA I
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A15C - AMERICAN INSTITUTE OF STEEL CONSTRUCTION. � I .
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� I OF TH15 SPECIFICATION. I
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MINIMUM 'OF 4a HOURS PRIOR TO .THE PLACIN6'or- ANY
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2.02 CONCRETE MA5ONRY,UNIT5,
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. A. , ALL EARTH NORK, COMPACTION, AND SUPERVISION I
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LEN&TH AS REOUIRED MINIMUM e, INCHES INTO CONCRETE, � �, I Roof= . . � I
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CONCRETEMA5ONRY AND 15 INCHES INTO BRICKNORK. , PANEL
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3�01 FABRICATION I I SPAN 11
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a. APPROVED STRAP` MAY BE -SUBSTITUTED IN LIEU OF
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,4 2�05 VENEER5TONE: 4" STONE VENEE I
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, o -_ �).04 MORTAR5� MORTAR AND &ROUP SHALL MEET �
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INCLUDIN6 PLATES, ANCHORS, TIES, CLIPS, AND HAN&ERS I I
. �12/0 511(b 12 12 135 150 0 .
AND OTHER FA5TENIN6 DEVICES AS MAY BE REOUIRED
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NORK�IAN51111-: � . I �
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2,01 SOIL TREATMENT - � . I
.A. APPLY TOXICANT TO SOIL IN ENTIRE AREA OF . 1
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3.04 CURIN6: COVER NITH & MIL POLYETHYLENE AND NET CURE.
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FOR A , I
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COMPLETE INSTALLATION, I � ,
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ALL NORK SHALL BE PERFORMED BY PERSONS SKILLED
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STRUCTURE, Y41THIN THE PERIMETER LINE AND I
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05 SPECIAL CONDITIONS -
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2.05 REINFORCEMENT AND ANCHORS: '
11(0/0
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IN THE AORK� NORK SHALL BE INSTALLED TRUE TO I
DIMENSION, PLUMB, AND LEVEL NItH NEAT, ACCURATE
TO NITHIN 2 FEET BEYOND THESE LINES. I I
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B. USE AN APPROVED TbXI C. N'ITH A 5 YEAR
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A � . FIREPLACE FOOTIN&: MINIMUM DEPTH OF 12 INCHES Y41TH �
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TRU55 TYPE, �
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A, PUR-O-NAL OR FOUAL; 6-ALVANIZED COLD DRANN �
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� 1 20/0 3/8 11-1 Iq '70 .
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C. END 5EARIN& FOR LINTEL5 '55 1
I TO BE MINIMUM OF I INCH PER I I � I
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. CUTTIN& AND FITTIN6 OF ALL MATERIALS IN'ACCORDANCE
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. INCH PROJECTION ON ALL 51DE5.. REINFORCE Y41TH,4-#4
BARS LON& NAY AND 6-#4 BARS SHORT NAY, PROVIDE ONE
I STEEL NIRE, 51ZF TO BE 2 INCHES LE55 THAN 11
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BLOCK., .
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FOOT OF SPAN NITH MINIMUM OF 4-1/2 INCHES EACH END. 24/0 15/32, :24 20 60 , 45 -
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AITH RECOC7NIZEP STANDARDS ,OF AORKMAN5HIP, �
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1 #4 BAR AT EACH CORNER OF THE FIREPLACE FULL HEI&HT.
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I S. METAL TIES: ,ASTM A525, CLASS 6.60, r,ORRU6ATED
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D, UPON 6OMPLETION OF FABRICATION, APFL"r SHOP COAT OF 1/2 1 1 1 �
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PART 3 EXECUTION . I I
: 3.01 EXCAVATION AND BACKFILLIN6 � "
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I &ROUT VOIP5 CONTAININ& REINFORCEMENT. .
I . 5. ALL CONCRETE EXPOSED TO FREEZIN(S AND THANIN& ANP/OR
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METAL I 11 � 1
C. ANCHOR BOLTS: STEEL, 1/2 INCH DIAMETER
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3.02 ERECTION 11 I . �
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A, STRUCTUIRALSTE-51-
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A, EXCAVATE TO DEPTH, LINES, LEVELS AND � 11
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. DEICER CHEMICALS SHALL BE AIRENTRAINEP, 3000 P51;
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. ERECT �
PLUMB AND TRUE TO LEVEL AND I I I
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DIMENSION. &ROUT BEARIN& PLATES TO INSURE SOLID
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I THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
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� SITE CONDITIONS PRIOR TO COMMENCIN6 THE NORK.
DIMENSIONS, REOUIREr,> BY THE DRANIN&5, �
ABILITY OF -SOIL TO SUPPORT THE I
� NITH A MINIMUM AIR CONTENT PROPORTIONAL TO THE ,
. �
. 2.06 FLA5H)N(55 I �
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SUPPORT, FIELD 1
PAINT ALL ABRASIONS hITH RED OXIDE 52/la 15/52, 52 2b
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NOTED DIMENSIONS TAKE PRE(=ENC,E OVER SCALED � I
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� LOADS TO BE PLACED ON IT. USE CONCRETE
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NOMINAL MAXIMUM A(56RE6ATE 51ZE IN INCHES. ,
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k�'. SLAB ON 6RAVE AT PORCHES AND EXTERIOR STAIRS SHALL BE
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A� CONCEALED FLA5HIN&: SHEET POLYVINYL CHLORIDE,
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20 MIL THICKNESS. I
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DIMENSIONS. �
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CLEAN AND FREE
4" THICK AIR ENTRAINED OON05Z �
I ETE MIN. NITH #4 IREE3ARS @ .
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B. EXF05ED I`LA5HfNCp: COPPER, A5TM 53-70; SOFT TEMPER,
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E. PROVIDE BASE PLATE FOR ALL STRUCTURAL STEEL BEAMS . I
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5EARIN& ON MASONRY. PROVIDE STANDARD AN6LE ANCHORS 40/20
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6.20RDINATION OF THE NORK:. �
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OF DEBRIS AND VE&ETATION. BACKFILL 1.
15" OC. EACH NAY. .
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24 OZ/50 FT, NATURAL FINISH. - . .
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I 1 15/32, 40 , 32 20 .
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AND INSERTS, TIES, CLIPS, ANCHOR STRAPS, HAN&ER5,50LTS �
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NOT TO EXCEED 12 INCHE5;C,bMFACTIN6 TO I
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. PART 3 E2�ECUIION .
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5.01 , COUR51 N&
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REOUIRED. � � . I � 45/24 23/52 45 5(b 40 1 55 24
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COORDINATION OF THE NORK AND THE METHODS OF I 1
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115 PERCENT DENSITY, U51N& STANDARD PROCTOR .
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A. &ENERAL: ESTABLISK LINES, LEVELS, AND couRsIN&
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CONSTRUCTION. SEE CONFLICTS, ERRORS, AND I
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TEST (A5TM V 611a). . I
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INDICATED. PROTECT FROM DISPLACEMENT. MAINTAIN
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MAINTAIN MASONRY, r,OUR5E5 TO UNIFORM DIMENSION.
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BEFORE FIRST FLOOR FRAMIN6 AND BASEMENT
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FORM VERTICAL AND HORIZONTAL JOINTS OF UNIFORM
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C.CINNF _LL11 (0, T 5 ERRORS A ND 0 M �155 1 QLN I
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5LA5 ARE IN PLACE., IF FRAMIN6 15 NOT IN � �
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THICKNESS. �
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. TO &RADE5 OF PLYNOOP, SEE SECTION f-710.5.1. I
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FLACEFROVIDE ADEOUATE BRACIN6 AS DE516NED
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5, CONCRETE MASONRY UNITS: LAY IN RUNNIN6 BOND. '� I
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I " NOTE 5; SPAN RATIN(5 APPEARS ON ALL PANELS IN THE
�
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1� THE 6FNERAL NOTES AND TYPICAL DETAILS .1
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BY A STRUCTURAL E-N&INEER LICENSED IN THE'
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COURSE ONE UNIT AND ONE MORTAR JOINT TO EQUAL, � . .
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APPLY THROU&HO UT THE AORK UNLESS NOTED
OTHERA15E. . � I . �
JURISDICTION OF THE BUILDIN6. . I ��
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5 INCHES. FORM CONCAVE MORTAR JOINTS, I I I
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NOTE C: E0)&ES SHALL BE BLOCKED NITH -LUMBER
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�C:�ARIPIENTIRV (RK WOOD
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(fl. I BRICK UNITS, LAY IN RUNNIN(5 BOND. COURSE THREE I
I BRIC,K UNITS AND THREE MORTAR JOINTS TO EOUAL
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APPROVED TYPE OF ED6E SUPPORT. �
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� NOTE D: FOR ROOF LIVE LOA1',
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THE NORK ARE NOT FULLY SHOAN ON THE 1.
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1 5 INCHES. FORM C�ONCAVE MORTARJOINT 1 5. �
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DRANIN65, OBTAIN CLARIFICATION FROM THE I I
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� D. STONE VENEER: RANDOM STONE COURSIN& NITH RAKED
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, NITH NEXT 6REATER SPAN RATIN6. I
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ARCHITECT E3EFOP
ZE FROCEEDIN& NITH THE NORK,
3, IN THE EVENT AITHN
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40 ( � 0 N �11:
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� MORTAR JO I NT5
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PARTI 6ENERAL
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OF CONFLICTS THE I I
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3.02 EONDIN& AND PLACIN6 I
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UNIFORM LOAD SEE SECTION 1110.51 I
NOTE: � I 11 I I I ''I
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1, PRANIN65 AND/OR SPECIFICATIONS, NOTIFY THE � I
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I A, LAY SOLID MASONRY UNITS IN FULL BED OF MORTAR, �
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1.01 DIV15fON 1: 617NERAL REOUIREMENT5 15 A FART I NOTE F: MAXIMUM SHALL BE 2.4 INCHES IF 25/32 INCH NOOD' I
OF THIS SPEC, IF ICATION.
. �
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THESE DOCUMENTS ARE eA5Et;� ON Pf;ZELIMINARY,�-.�:�:, "
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ARCHITECT THE ARCHITECT NILL DETERMINE
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. AITH FULL HEAD JOINTS, UNIFORMLY, JOINTED N[TH OTHER - -
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REFERENCES '
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PE516N 1�>RANIN&5 PREFARf=V'5,y' pEVEfzs!e�ux, 4 , '';� "I
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INHICH SHALL (50VERN. I I I
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AORK. PROVIDE 0 INCHES SOLID MA50NRY BENEATH ALL .
� BEARIN6 AREAS AND FL5EAHERE A5,,INPICAT . ED ON I
.1,02 I I " I
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JOISTS. - I
A. AITC, - AMERICAN INS71TUTE OF TIMBER CONSTRUCTION; I NOTE 6: FOR JOISTS SPACED 24 INCHES ON CENTER, PLYNOOP
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-HITECT5 AW�l PLANNERS, I 11 " ,'I
ASSOCIATES, ARO . I 1, 1 I I
McCLEAN, VIR61NIA, THE 5ER\/I(�,E�S Or- 1;� ' ', -1
AVIZ�,�
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M�LNUFA!�LURER�5
_ _fRODUCT5 AND FABRICATION5�
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STANDARDS MANUAL. , I . I . .
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SOUTHERN
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5MOTRICH s PARTNERS, LLF ARE LIMrTEn L � I
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BEPDIN6 ON HEAD AND BED-JOINT5, BUILE) IN FLA5HIN65 AS
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B, 5P15 - FINE INSPECTION 5UR � . ,
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ZPARATION, OF CONSTRUCTION VOC,UMENTS ": , , , ,,'�
PRE , ; 11
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1, ALL MANUFACTURER'5 AND FABRIC,ATOR'5 PRINTED I
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PART I C�ENERAL I .
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AORK FRO(5RE55F5. - I � .
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6RADIN6 RULES FOR SOUTHERN FINE LUMBER� TABLE 1-710.3.2 �
BASED ON DEVEREAUX r>15516N CONCEIPTS� ANt:�,�po� � ��,��
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NARNIN6S, FOR HANDLIN6 OF HIS PRODUCTS MUST
!,Of P11/151ON 1: &ENERAL REOUIREMENTS, 15 A PART - � I
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5� INSTALL JOINT REINFORCIN6 IN ACCORDANCE NITH
. C, TPI - 55 - TRU55 PLATE INSTfTUTE� PF516N I . ALLONABLE SPANS FOR PLYNOOI�� COMBINATION .
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NO I T INCLUDE ARCH I TECTUR?4,�,L C>E51-6N SERVICES-" ,,,
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OF TH15 SPECIFICATION. �
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MANUFAC,TURERS RECOMMENDATIONS.
5FECIFICATION5 ,FOR LI(5HT METAL PLATE CONNECTED NOOD � . 5U5FLOOR-UNDERLAYMENT PL`rNOODC,ONTINUCU5 OVER TNC> OR M
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2. ALL PRODUS S MUST BE PROVI PEI�)
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AND, INSTALLED IN STRICT ACCORDANCE NITH THE
1.02 REFERENCE STANDARDS . I
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A. AMERICAN CONCRETE INSTITUTE: .
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C, INTERLOCK INTER-5EGTION5 AND EXTERNAL CORNERS. OR I
TRU55E5� I I � . �
I . 5FAN5 AND FACE 6RAIN PERPENDICULAR TO 5UFF
- . OR,T. (THICKNESS
D. APA - E50-06-AMERICAN PLYNOOP ASSOCIATION; -
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Structural Enginei�rs ' '� " 1',�
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. RECOMMENDATIONS OF THE MANUFACTURER. IN THE
.
I EVENT OF CONFLICT
,
I 1. 1AC1306 RECOMMENDED PRACTICE FOR COLD
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NEATHER AN12 CONCRETN6,
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I REINFORCEMENT IN MASONRY SHALL BE AS FOLLON5:
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I . INTERIOR NON -LOAD BEARIN(5 NALLS TO BE REINFORC,EI) .
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, INC,HE5) I
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DESI&WOON5TRU16TION 6UIDE FOR RESIDENTIAL AND I . . � I
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COMMERCIAL BUILDIN65, I
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Anthony M. Gludllc% RE ' I
. BETNEEN THE 1�)RAAIN650R THE
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SPECIFICATIONS AND THE MANUFAr,TuRERs - I .
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THAN 16 INCHE5,
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E� E3UILPINry CODE OF THE STATE OR LOCAL JURISDICTION OR, IDENTIFICATION MAXIMUM 5PAGIN& OF JOISTS (INCHES) .
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588 Broadway I I I - �11_ I �
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RECOMMENDATIONS, NOTIFY ARCHITECT AND OBTAIN ' ,
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REINFORCED CONCRETE. I . .
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2. AT INTER5ECTION5, LOAD BEARINC
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AMERICA; NATIONAL BUILDINC, w 24, 45, .
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New York, New York 10012 ' " ,
CLARIFICATION BEFORE PROCEEDIN& AITH THE
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� ACI 505 RECOMMENDED PRACTICE FOR HOT �
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PARTITIONS SHALL BE ANCHORED706ETHE NI
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CODE. I
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NORK., . I � I � . I
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RIC71 1', ,
'� STEEL ANCHORS EMBEDDED IN HORIZONTAL JOINTS.
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1,05 D�NELLIN& TOTAL DESI&N LOAD (LIVE AND DEAD) LOAP5/F5F I I . lle� 3/16' 5/16 � 1
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212,334-2124 I � � �, 11 ` `1,
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3. ONNER/CONTRACTOR TO VERIFY ALL MATERIALS AND I
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B, NIRE REINFORCEMENT INSTITUTE: NELPED NIRE I
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. VERTICAL 5FACIN& NOT TO EXCEED 32 INCHES., NITH END
,� A. FIRST FLOOR . � � 55 F5F � I . I
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MANUFACTURED ITEMS TO BE IN CONFORMANCE NITH '
FABRIC, 6ENERAL INFORMATION MANUAL.
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HOOK&PRO,JECTIN& INTO AND EMBEDDED IN CORES, OR
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I APPLICABLE CODES AND RE&ULATION � .1 I
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SHOP DRANIN&S PRODUCT
C. CONCRETE REINFORCIN6 5TEE L INSTfTUTE�. MANUAL OF
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STANDARD PRACTICE. . I
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. JOINTS FILLED NITH MORTAR, I 1 .
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BELON NALL
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1. SHOP DRANN65 AND PRODUCT DATA SHALL BE 5U5-
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1�05 501L INVESTI&ATION AND REPORT � �
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OPENIN65,_
4. PLACED IN TNO C,OUR5E5 IMMEDIATELY BELON TOP OF
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PART 2 PRODUCTS I I � I I I I I
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� 12.01 FRAMIN& LUMBER I . 48 ar_ :
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MITTE01 TO THE ONNER/CONTRACTOR FOR APPROVAL, ��
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6. REINFORCEMENT SHALL BE CONTINUOUS EVERY OTHER �
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SUBMITTED TO THE ARCHITECT FOR REVIEA. REVIEN
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. � VALUES, NOTIFY ARCHITECT NI4o NILL 155UE I � . �
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NECESSARY STRUCTURAL MODIFICATIONS
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MINIMUM ALLONABLE DES16N STRESSES. NOTE 5, APPLICABLE TO ALL &RAPES OF 5ANDrD, F ' * ;
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2. EXTREME FIBER 5TRE55 REPETITIVE USE Fa = 1150 PSI NOTE C: APPLICABLE TO UNDERLAYMFNT*r,,RADE AND C-C ,
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� CONSTRUCTION DOCUMENTS, , � I I � �
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� &. REINFORCEMENT SHALL BE PREFA5RICATEV UNITS FOR
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3. THE CONTRACTOR 15 RESPONSIBLE FOR DIMENSIONS,
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r,ORNER5 AND NALL INTER5ECTION5.
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FILLED CMU C�ORE5,12 INCHES FROM CORNERS AT
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INTERVALS OF NOT MORE THAN'b FEET; MINIMUM OF 2 BOLTS
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2.03 CONCRETE MIX IN A06ORDANCE NITH ACI 515 5ECTION 5.4:
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5, , STUD, J015TS, RAFTERS, FOUNDATION PLATE5, OR SILLS, I APPLICABLE CODE, RE6ULATION5 AND LOADS. '. . . I
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PROVIDE'NEEP HOLES, C,ONTRdk_*, AND EXPANSION JOINTS ,
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AND ACCEPTANCE OF MATERIAL EV1i;)ENC,IN6 VAMA6E OR
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I 3.04 CRANL SPACE VENTILATION
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POSTS, STRUCTURAL SHEATHIN(5 AND SIMILAR LOAD I I
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A. PROVIr. CRANL SPACE VENTILATION AS INDICATED ON THE
BEARIN6 FORTH IN THE LOCAL CODE, LATEST EDITION,
I DICTION NHERE BUILDIN& 15 TO
EN&INEER LICENSED IN JURIS
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DRANINC75 AND AS REOUIRED �
AND THE EN&INEERIN6 CALCULATIONS AND PLANS. I .
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POLYETHYLENE, (o MIL THICK.
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2.06 REINFORON6
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A, ALL PLYAOOP SHFATHIN&FOR ROOFS AND NALL5 SHALL BE A. ALL FASTEN ALL BE OF 51ZE AND OUANTITY SPECIFIED
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STRUCTURAL 1, 6RADE C- I I I I
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TREATMENT USED NILL NOT CAUSE ACID HYDROLY515, To I I
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A. INSERTS: MALLEABLE IRON, CAST OR NROU6HT STEEL.
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BELON 400 DE6REES NITH A DETAILED DESCRIPTION OF A. ALL BOLT5 IN NO01) FRAMIN6 SHALL BE STANDARD MACHINE '
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THE TE5TIN6 PROCEDURE USED BY;4N AC,CR -D ,
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STRUCTURAL LOAD TEST OF TREATED PLYNOOP PERF ORMED �
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PART.5 EXECUTION I I* �
3�01 FORMNORK I I I .
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