PROPOSED COMMERCIAL BUILDINGimages1.loopnet.com/d2/IGcwaLfktobdeG1X6H3IIL_9469... · seismic notes & details: {for compliance with local law 17/95. foundation: 1) foundation design

$Page 1: PROPOSED COMMERCIAL BUILDINGimages1.loopnet.com/d2/IGcwaLfktobdeG1X6H3IIL_9469... · seismic notes & details: {for compliance with local law 17/95. foundation: 1) foundation design$
DRAWING LIST

PROPOSED COMMERCIAL BUILDING 654-660 BEACH AVENUE THE BRONX, N.Y. 10473

A-001-00 PLOT PLAN, LEGEND, NOTES, CALCULATIONS & DRAWING LIST

A-002-00 FRONT ELEVATION & SECTION A-A'

A-003-00 FIRST FLOOR PLAN A-004-00

S-001-00

HANDICAP ACCESSIBLE TOILET DETAILS, PLUMBING RISER DIAGRAM & DETAILS

FOUNDATION PLAN & DETAILS

S-002-00 FRAMING PLAN & DETAILS S-003-00 SEISMIC NOTES & DETAILS

LEGEND ZONING CALCULATIONS:

NOTES:

CONCRETE POURED IN PLACE 2500 PSI REFER TO DETAIL SHEET FOR SEISMIC REINFORCING.

12" CONCRETE BLOCK. SOLID BELOW GRADE REFER TO DETAIL SHEET FOR SEISMIC REINFORCING.

8" CONCRETE BLOCK AND 4" BRICK REFER TO DETAIL SHEET FOR SEISMIC REINFORCING.

2"x4" STEEL STUDS 16" ON CENTER 112" SHEET ROCK FINISH, ONE LAYER EACH SIDE

2"x4" STEEL STUDS 16" ON CENTER 518" SHEET ROCK FINISH, ONE LAYER EACH SIDE, (CARRY TIGHT TO UNDERSIDE OF OF ROOF) 1 HOURS RATED DEMISING PARTITION.

APPROVED TYPE EXIT LIGHT & SIGN.

1) FINAL SURVEY TO BE FILED UPON COMPLETION OF BUILDING. 2) BUILDING ENTRANCES LOCATED WITHIN 250' OF A FIRE HYDRANT.

LOT AREA 4,320 SF.

BLG. COV'GE 4,320 SF.

FLOOR AREA 4,320 SF.

ACTUAL F.A.R. 1.00 (4,320 I 4,320)

MAX. PERM. F.A.R. 1.00 (43-12 ZR.)

PARKING REQUIRED 14SPACES (43-21 ZR.) (4,320 I 300) PARKING WAIVED <15 SPACES (44-23 ZR.)

(REFER TO SURVEY)

43-12 Z.R.

43-21 Z.R.

44-23 Z.R.

w ::J z w > c(

c 0::

~ w CJ)

00 .... 0 It)

PLOT PLAN BLOCK: LOT:

3558 18 II

MAP: 7A

73.91'

. . . . '

~~~ PROPOSED 1 STORY" MASONRY STORES

78.60'

BEACH AVENUE

SCALE: 1"= 10'-0"

ZONING: C1-2 IN -R5

D.O.BJOB#

MEMBER A.I.A

KENNETH A. KOONS A.I.A. ARCHITECT

3024 EAST TREMONT AVENUE BRONX, NEW YORK 10461

(718) 597 6090

-660 BEACH AVENUE BRONX, NY 10473

PLOT PLAN, LEGEND, NOTES, CALCULATIONS & DRAWING LIST

KK

SHEET 1 of7

CAST STONE COPING

9 N N

0 ' "' ...

0 ' Oo

0 ' N

CAST STONE COOPING

j, 3'-0" l '

' \ ' \

;

~

SECTION A-A

? :: I :: ld[TI ?' -

:: Ass---A 1/2"" RATE G

I : ~ /

FRONT ELEVATION

SCALE:114"=1 '-0"

L

L /

'

~ D II

'

"" '-

'

:: II

? ! ? II

:: :: I :: ::

\ \ STOREFRONT TO COMPLY W 501 168 S.R.

FOOTING TO BEAR ON SOIL HAVING MIN. BEARING CAPACITY OF 2 TONS/S.F

I

'

PROVIDE 2' MIN. COMPACTED GRAVEL BELOW FOOTING.

NOTE: REFER TO DETAIL SHEET FOR SEISMIC REINFORCING.

95'-2"

(

' -

? I

? ? [LJ ~ [[ZJ ? ~ .i'-11

1

:: :: ~ .. \ :: 1/2" RATE G :: ::

I : ::_

I ::~ :: /

'::J:

'

'

'

-----~---~~----------~------------

::

D.O.BJOB#

---~~~-·~'~-.. ............ -MEMBER

A-l-A

-

I

/ )

-

CJ :: I

~ ~ ' ~

/

~

KENNETH A. KOONS A.I.A.


(718) 597 6090

- 660 BEACH AVENUE BRONX, NY 10473

FRONT ELEVATION & SECTION A-A'

KK

[!H oo21 !Q!J SHEET 2 of7

w ::I z w ~ c c:::

~ w U)

"' ' 0 ..,

• . --~

.. .. _ .. -·

•

•

. . . ' . . . . .

.. •

. . -, .. . . ;.,.

..

.. .. .•

. ."-. • ~ - t>

13'-8"

co • ;.... v

FIRST FLOOR PLAN

21'-0"

.. --~ .

I HANDICAPPED -----"\ ACCESSIBLE

\ TOILET

' '-

7'~0"

RETAIL STORES (15 OCCUPANTS)

USE GROUPS

\ HANDICAPPED ACCESSIBLE 1

TOILET J ' / '- ~

20'-0"

2" x 6" STEEL STUD -16" O.C. 2 LAYERS 5/8" SHEETROCK EACH SIDE

73'-11"

12'-8"


USE GROUP 6

SIDEWALK

SCALE:1/4"=1'-0"

78'-9"

12'-8" 7'-011

20'-0"

2" x 6" STEEL STUD -16" O.C. 2 LAYERS 5/8" SHIEE1~lg<~------, EACH SIDE


USE GROUP 6

BEACH AVENUE

. ~ . . r· -. . _· .. ~- "t-. . .. . .


USE GROUPS

12" CONCRETE BLOCKS N/SEISMIC REINFORCEMENT 2" x 4" STEEL STUDS R-11 BATT INSULLATION

LINTEL SCHEDULE L-1 : W8X31 STEEL BEAM

WITH 3" [SPACER - 2' O.C. 1/2" BOTTOM PLATE (ABOVE STORE FRONT).

MEMBER A.I.A

OCCUPANT LOAD AS PER TABLE 6-2 N.Y.C. BUILDING CODE

NET FLOOR AREA PER OCCUPANT= 100 S.F./ PERSON

PROJECT



(718) 597 6090

654-660 BEACH AVENUE BRONX, NY 10473

FIRST FLOOR PLAN

: KK

SHEET 3 of7

CLEAR FLOOR SPACE

1220

17MIN 430

4.19.1 GENERAL. ACCESSIBLE LAVATORY FIXTURES, SINK, VANITIES, AND BUILT-IN LAVATORIES SHALL COMPLY WITH 4.19

FIG. 32 CLEAR FLOOR SPACE AT LAVATORIES

2'·10" X

MTLSTUDS AT160.C.

0

0

-

-

20GA.MTL PLATE SECURE

TO MTLSTUDS

-11/4" STEEL PIPE GRAB BAR

()

11" 11"

NOTE: DASHED LINES INDICATES DIMENSIONAL CLEARANCE OF OPTIONAL UNDER LAVATORY ENCLOSURE.

FIG. 31 LAVATORY CLEARANCES

(b) SIDE WALL (a) BACK WALL

HANDICAP ACCESSIBLE TOILET DETAILS

MAIN TEES 1 112" HIGH SPACED 2'-0" C. C.

MAIN TEES TO - BE HUNG FROM 1

1/2" CARRYING CHANNELS WITH DIRECT HANG CUPS BSA. CAL. NO. 548·58 SM_../ (OR OTHER APPROVED CLIP)

NOT TO SCALE

CLEARANCE & LIGHT FIXTURE HEIGHT.

RECESSED LIGHT FIXTURES MAY BE SUPPORTED BY THE MAIN TEES SPACED 2'-0" o.c.

MAIN TEE SPLICE COUPLING (OCCURS @ RANDOM)

TILES 1 HR. FIRE-RATED B.S.A. APPROVED.

1/4" DIA. GALV. STL ROD OR 1J8"X1"ASPHALT

"--- PAINTED FLAT STRAP

GAT CLIP 481.5L B.S.A. CAL. NO. 16-59 SM (OR OTHER APPROVED MEANS)

1 1/2" C.R. 16 GA. STEEL SUSP. CHANNEL .475#/1

HANGERS MAX. 4"-6" O.C.

DETAIL OF 1 HOUR SUSPENDED CEILING N.T.S.

J.R SMITH CONTROLLED FLOW DEVICE (MODEL# 1083)

\\ • ,fiiih.

~ 2" l _l

2" ~,;----

-11112;;- 11 1/2" 4" EACH (TYP) 1 1/2" 11 1/2" I

I I LAVI I LAV I I TOILET I 1!-_ ,P

I TOILET •

I -18 1 1/2" I 11/2" 'ti'

\ ~ / )

4" ~ ::r 4"

I I 6" CONNECT TO EXISTING SEWER DRAIN

PLUMBING RISER DIAGRAM N.T.S.

HOT & COLD WATER RISERS: 3/4" TYPE "L" COPPER TUBING HOT & COLD WATER BRANCHES: 1/2" TYPE "L" COPPER TUBING PLUMBING FIXTURES TO BE LOW FLOW AS PER LOCAL LAW 29/89

4"X4"X1/2"4

CONTINUOS SHOP WELDED OF W 24X68-12-0.C.

4"X4"X1/2"4 ~~+h~------,~-+-----

VERTICAL-2'-0" O.C.

C 5X9-2'-0" O.C.

1/2"X11" PLATE BOTT CONT.

DETAIL OF LINTEL ABOVE STOREFRONT

NOT TO SCALE

2" l

2" I

~,;----

1 1/2" /1 1/2" I -11112~- 111/2"

I I TOILET I

• .l

~s

\

D.O.BJOB#

MEMBER A.I.A

LAV I I LAV I )[_ __]r I

1 1/2" 1 11/2"

""- I / .

4" "-.,_ ) 4"

I



(718) 597 6090

I

I TOILET -'ti' /



NO

KK

SHEET 4 of6

,, ;;:: )>rrl :_;;:: 'CD )>fTl

;u I ·· .. ·.jll'~ ··"'~ • •""' II ;·'fi~ , .. ~~

" m "' z

CD~ ;o ... z om m

_z:r- ..... .... xcn :I: ~- -1 $Z-I )> "'m;o "':Em

• .... -<;;: 6 moO fi:;oZ o;:o:;-1 0

~:r-~<

z .,m en ~z c )>

m • -• l>

CIJ

~ r m .. ~

~ u· ~

6

'T1

~ s: -z G) , > z QO c m

> -r en

~ • g •

.,~ , ;;tJ h; tl )> O')ffi

3!: ~~ z Ilia~ G') 0:::0 171 "t1 0 r Zt:IJ )> .?<m

lti\1 £~'o z z)> w ~ ~~d~ Qo -<0 ::c

1 f;i o rn !'tl ...,.. ~~o~> C _, .....

--1 0 lD ;i! 0 • c' ~" m ""<)> 0 'P -t ...... :::; N ~ ~ )> wm

121 i ;= ~ ~ * C/1 m

~

r T---

.... ":! ~

'b . • "'~

49'-4"

28LH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C. MAX

28LH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' D.C. MAX



UJ 9


2BLH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' D.C. MAX

___ ,2.8LHO~ OPEN WEB SJEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' D.C. MAX

2SLH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C. MAX

. . 28LH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' D.C. MAX

i 28LH09 OPEN WEB STEEL JOISTS WITH SOL TED DIAGONAL BRIDGING 11' O.C. MAX

UJ ~



---"'28LH09 OPEN WEB STEEL JOISTS WITH SOL TED DIAGONAL BRIDGING 11' O.C. MAX

28LH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C, MAX --


2BLH09 OPEN WEB SlCELJOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C. MAX --- ---

01

~ ~EN ~EB STEE~OISTS ~ITH BOLTED DIAGO~AL BRIDGING 11' O._c. MA_x __ _

W 12 x 19 STEEL BEA_:;M;:_ __

...

1 ------"'

.... ..., ~

72'-2" r---------------------------------------------------------~--,

,..~

--·'·

·'· ... .,

.. -.. }'

•::.

.f ·,;. ... ,_.

_-..

-. ''

.• ··: .. ,-

.. '. •·. -:1' ' --.. ~.

':'":·

:.:-.:

;::~'-

.. •

.. ·. _-;·.

:.-·:

·:-.. , .. . . ·-.'-. -~-

\ '.i'

·.- .. ., .. < ~

... .. . .. .. . . ... 1.'-

,_. .-.-. ·_:; • .. .. · ::., .. ; ,' ...• . . .. ~· -~: . ·.( .. .;_

~-.

-:~ . . ' .. ~-. --· .. . .

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

FOUNDATION

NEW 12" CONCRETE BLOCK

L-- ----------- -· -·

'.· .. .-.-=.--·~: ,~~; • I

6" CONCRETE SLAB 60-10-10 WWF VAPOR BARRIER ON 6" GRAVEL BASE

3' - 0" FOUNDATION

77'-5"

FOUNDATION PLAN SCALE:1/4"=1 '-0"

~

I

\ \

\ \

\ \

\ \

\ \

/

\ \

\ \

/ /

/ /

\ \

\ \

\

/ /

\ \

\ \

) /

/

D.O.BJOB#

MEMBER A.I.A



(718) 597 6090



KK

SHEET 5 ofS

SEISMIC NOTES & DETAILS: {FOR COMPLIANCE WITH LOCAL LAW 17/95.

FOUNDATION: 1) FOUNDATION DESIGN TO COMPLY WITH R.S. 9-6 AND SECTION 27-670 OF THE NEW YORK BUILDING CODE. 2) CONTINUOUS WALL FOOTINGS BE POURED CONCRETE ,36"WIDE X 12" DEEP WITH 3- #5 REINF.-BARS CONTINUOUS WITH HOOKS AT CORNERS. CONCRETE TO BE 3,000 P.S.I. MIN. COMPRESSIVE STRENGTH. 3) POURED CONCRETE FOUNDATION WALLS TO BE 12"WIDE WITH# 5 REIN.- BARS -12" O.C. BOTH WAYS AND 2- # 6 REINF.-BARS CONTINUOUS AT TOP OF WALL. DOWEL INTO FOOTINGS WITH# 4 REINF.-BARS@ 12" O.C. 4) FOR PILE FOUNDATIONS REFER TO ENGINEER'S DRAWINGS AND DETAILS FOR SEISMIC RESTRAINT. 5) COLUMN FOOTING TO BE REINFORCED WITH# 5 REINF.-BARS 12" O.C. BOTH WAYS. 6) PIERS BENEATH COLUMNS TO BE POURED CONCRETE WITH 4-# 4 REIN F.-BARS VERTICAL WITH #3 STIRRUPS 12" O.C.

MASONRY: 1) REINFORCED MASONRY TO COMPLY WITH R.S.10-2. CHAPTER 7 OF THE NEW YORK CITY BUILDING CODE AND A.C.I.IA.S.C.E. 530 APPENDIX A-SEISMIC. 2) MASONRY WALLS TO BE REINFORCED HORIZONTALLY WITH 'DUR-O-WALL SEISMIC LADUR' PREFABRICATED JOINT REINFORCEMENT (.0007X WALL SECTION).REREF TO MANUFACTURER'S SPECIFICATIONS FOR SIZE,GAUGE AND SPLICING CRITERIA. 3) MASONRY WALLS TO BE REINFORCED VERTICALLY WITH# 4 REINF.-BARS@ 32" O.C. 4) MASONRY UNIT CAVITIES WITH VERTICAL REINFORCING TO BE FILLED SOLID WITH TYPE 'S' GROUT OR APPROVED EQUAL;2,000 P .S.I. MINIMUM. 5) MANSORY PIERS TO BE PROVIDED WITH 4- # 4 REIN F.BARS VERTJCALL Y. 6) CONTINUOUS BOND BEAM TO BE PROVIDED @TOP OF MASONRY WALL. 7) MASONRY WALLS TO BE ANCHORED TO CONCRETE SLAB ON GRADE WITH# 4 REIN F.-BARS 32' O.S. 3'-0" INTO SLAB MIN. 8) THE TOP TWO COURSES OF MASONRY WALL TO BE FILLET, ALL CAVITIES. 9) ALL VERTICAL GROUT JOINTS TO BE FILLED SOLID FROM OF MASONRY UNIT TO CAVITY.

STEEL: 1) OPEN WEB STEEL JOISTS TO COMPLY WITH STEEL JOIST INSTITUTE STANDARDS WITH A MIN. YIELD POINT STRESS (FY) OF 50 K.S.I. AND SHALL CONFORM TO A.S.T.M. STANDARD SPECIFICATIONS A441 AND lOR A242. 2) ALL STEEL TO BE DOMESTIC MAKE WITH A MINIMUM YIELD STRESS (FY) OF 36 K.S.I. AND TO CONFORM WITH A.I.S.C. STANDARDS. 3) AT BEARING OF OPEN WEB BAR JOISTS ON MASONRY WALLS STEEL BEARING PLATES 10"X10"X518" WITH TWO STUDS 4" LONG TO BE PROVIDED. TO BE . 4) SEISMIC MOMENT CONNECTIONS TO BE PROVIDED AT CONNECTION OF BEAMS TO COLUMNS. MOMENT CONNECTIONS TO BE STEEL PLATES ,EQUAL IN WIDTH TO THE BEAM FLANGES, AT TOP AND BOTIOM FLANGES. CONNECT TO BEAMS WITH 8-3/4" BOLTS A.S.T. A-325 MIN. AND WELDED TO COLUMNS. 5) BRIDGING FOR OPEN WEB BAR JOISTS TO BE BOLTED DIAGONAL BRIDGING. REFER TO STEEL JOIST INSTITUTE STANDARDS.

_!\_;- --

•

2-#60 RE-BARS@ TOP.

' • • ..

.

• • -~ ;r_ ..

.

- ••• ..

3 #50 RE·BARS CONTINUOS \ •

... \ . . . . . . . . . . ' . ' ..

' '

• , .. . ..

C• • · .

. . -~ . ..

.. . . .

•) ..

#4 RE-BAR-32" O.C LONG @MASONRY TO CONC. FLOOR.

3'..()11

WALL

MASONRY WALL A BOVE GRADE-HORIZONTAL REINF. L "SEISMIC LADUR"-16 O.C. TO BE DUR-0-WAL

VERTICAL REIN F. T 0 BE #40 RE-BARS 32" O.C. CAVITY FILLED SOL ID WITH GROUT.

I )

('-../ ( ~

I POURED CONCRE P.S.I. MIN. #50 RE-12"0.C. BOTH WAY 3 #50 RE-BARS

CONTINUOS ~

. . . ... . ·-

•

., : • -r --N

r- .. . "' = r • · .. · .. · .... •·. .e) N ·"-.' . ·. . . . .... -~:__c-.-.J

1 L . : .

PROPERTY LINE

#4 RE-BAR-32" O.C 3'-0" LONG @MASONRY WALL TO CONC. FLOOR.

2-#60 RE-BARS@ TOP .

I. '-0" M . --, A<---- 3'-0" MIN. ------,1'1. 3 IN

I

l -I .. --

--

\

J ..

...

... .

2- # 3 0 RE-BARS HORIZONTAL

. .

DETAIL OF FOUNDATION WALL AND FOOTING SCALE: 3/4"=1'-0"

32" TYPICAL

I

# 40 RE-BAR VERT -32" O.C DUR-O-WALL HORIZONTAL (EVERY OTHER COURS ) E

I

•.... • . . • . I· .. ? . . . . . • ..

--

.. .. .. . I .

MASONRY CAVITIES WITH VERTICAL REINFORCING TO BE FILED SOLID WITH TYPE "S" GROUT (2,000 P.S.I. MIN.) MAX. HEIGHT OF GROUT POUR TO BE 5'-0". CONSOLIDATE GROUT BY MECHANICALLY VIBRATING. STOP GROUT POUR 1112" BELOW TOP OF MASONRY BETWEEN POURS.

DETAIL OF MASONRY WALL REINFORCING SCALE: 3/4"=1'-0"

I \

.. I ..

I ~ .. •''

• ·. .., .. . . . ._· ··-_ .·

.. '\ ..

).

(

I \ . :. · .. · 4- # 4 0 RE-BARS • .. ..

\ . I"" VERTICAL ...... • .. .. •' .. NOTE:

.. I

. ... ALTERNATE HORIZON. .. REIN F. {OUR- 0 WALL

\

4- # 4 0 RE-BARS VERTICAL

& RE-BARS )@ PIERS.

COURSE A

DETAIL OF PIER OF@ MASONRY WALL

1

.. :·,

. • • • .. ~- • ~

~ '--..

..

1-~ ·. . -· .... . . • .·.

COURSE B

SCALE: 3/4"=1'-0"

['.._ 1-----~

ROOF

• • • • • • • •

• • • • STL. BM.

MOMENT PLATES TO BE SAME WIDTH & THICKNESS AS BEAM

------1 FLANGES -CONNECT PLATES • •

1---'-----1~. •

SECTION

TO BEAM WITH 3/4" 0 ASTM A-325 WELD TO COLUMN.

PLAN

DETAIL OF MOMENT PLATES@ STEEL BEAMS

PROVIDE VERT REINF.@ JOIST SEAT.--~

1 0" X 1 0" X 5/8" JOIST SEAT WITH 2 STUDS 4" LONG WELDED WELD TO COLUMN .

. · ...

TOP 2 COURSES FILLED SOLID (ALL CAVITTiiEES~)~---+.,:,.~==oi 2,000 P.S.I. MIN.GROUT.

I

MASONRY WALL

SCALE: 3/4"=1'-0"

CLASS "A" ROOF OPEN WEB STELL JOISTS.

, I DETAIL OF OPEN WEB JOISTS@ MASONRY WALL BEARING SCALE: 3/4"=1'-0" 'I

I


MEMBER A.I.A



(718) 597 6090

PROJECT

654-660 BEACH AVENUE BRONX, NY 10473

TITLE

SEISMIC NOTES & DETAILS

• KK

SHEET 7 of7

DRAWING LIST PLOT PLAN, LEGEND, NOTES, CALCULATIONS & DRAWING LIST FRONT ELEVATION & SECTION A-A'

FIRST FLOOR PLAN

PROPOSED COMMERCIAL BUILDING 1806-1812 SEWARD AVENUE

THE BRONX, N.Y. 10473

A-001-00 A-002-00

A-003-00 A-004-00 S-001-00

S-002-00 S-003-00



FRAMING PLAN & DETAILS


LEGEND

CONCRETE POURED IN PLACE 2500 PSI REFER TO DETAIL SHEET FOR SEISMIC REINFORCING.

12" CONCRETE BLOCK. SOLID BELOW GRADE REFER TO DETAIL SHEET FOR SEISMIC REINFORCING.

bJ;j;J?j;JS)j 8" CONCRETE BLOCK AND 4" BRICK

NOTES:

REFER TO DETAIL SHEET FOR SEISMIC REINFORCING.

2"x4" STEEL STUDS 16" ON CENTER 112" SHEET ROCK FINISH, ONE LAYER EACH SIDE

2"x4" STEEL STUDS 16" ON CENTER 518" SHEET ROCK FINISH, ONE LAYER EACH SIDE, (CARRY TIGHT TO UNDERSIDE OF OF ROOF) 1 HOURS RATED DEMISING PARTITION.

APPROVED TYPE EXIT LIGHT & SIGN.

1) FINAL SURVEY TO BE FILED UPON COMPLETION OF BUILDING. 2) BUILDING ENTRANCES LOCATED WITHIN 250' OF A FIRE HYDRANT.

ZONING CALCULATIONS :

LOT AREA 4,664 SF. (REFER TO SURVEY)

BLG. COV'GE 4,320 SF.

FLOOR AREA 4,320 SF.

ACTUAL F.A.R. .93 (4,320 I 4,664)

MAX. PERM. F.A.R. 1.00 43-12 Z.R. (43-12 ZR.)

PARKING REQUIRED 14SPACES 43-21 Z.R. (43-21 ZR.) (4,320 I 300) PARKING WAIVED <15SPACES 44-23 Z.R. (44-23 ZR.)

176.40'

/ .

PROP~ 1 STORY/ MASONRY STORES

SEWARD AVE.

• N

... "' .., ...

50.18'

PLOT PLAN BLOCK: LOT: MAP: ZONING:

D.O.BJOB#

MEMBER A.I.A

3558 v ~

7A C1- 21N R5



(718) 597 6090

• w

~ J: lt.) <( w m

SCALE: 1/16"= 1'-0"

806 -1812 SEWARD AVE BRONX, NY 10473 V

PLOT PLAN, LEGEND, NOTES, CALCULATIONS & DRAWING LIST

CHECKED BY: KK

SHEET 1 Of7

9 "' "'

.,.. ' N .,..

0 ' Co

I

9 N

92'-3"

CAST STONE COPING

~ FACE BRICK

'\ ' / \ L

-/ v -/ \

-/ 1/fr' RATE LASS\ -/ -/ II

-; I -// 1/fr' RATE LASS\

/ ~ ;;j!!l\

GRADE

FRONT ELEVATION

CAST STONE c OOPI G N

4" BRICK & 8" CONC. io

' 1.o BLOCK

;.., ' in

\~ F= F F F= F= F= F=

F= : .,.. F= ..-

' F= ;.., P= P= P= :

D .,..

F ..-' P= Co ..-

P= ~

Co F

~ ' Co = ~ ..-= F r=

~ ' N

-~ ,~

0 ' .,

-]

SECTION A-A SCALE: 114"=1'-0"

~ / -~ I \ =Ill!

\ STOREFRONT TO COMPLY W 501 I 68 S.R.

SCALE: 114"=1 '-0"

/

~

. -

JOHNS-MANVILLE EPDM ROOF ASSEMBLY 4" MECHANICALLY FASTENED RIGID INSULATION

,..--i.i, UL TO BE 4" DOW "STYROFOAM"-I R-20 INSULATION OR APPROVED EQUAL

REFER TO DETAIL SUSPENDED CEILING METAL ROLL UP DOOR

/ 1 HOUR REFER TO DETAIL

~

I I

~ I'

.. . . .. ..

FOOTING TO BEAR ON SOIL HAVING MIN. BEARING CAPACITY OF 2 TONS/S.F

/

-/

PROVIDE 2' MIN. COMPACTED GRAVEL BELOW FOOTING.

NOTE: REFER TO DETAIL SHEET FOR SEISMIC REINFORCING.

NOTE: FOR FOUNDATION DESIGN REFER TO DRAWINGS BY

RICHARD ZALOUM, P.E.

~~

/

. '

'\ "

-/ -/ -/

NEWS" CONC.

BL~

\-.

I I

;

-/

' ~ .

-/ -/

~ I -/

METAL ROLL UP DOOR ~DETAIL

/

~ ~

~

~-~- ~ .·.'

~

-~

MEMBER A.I.A

-/ / / /

;::: F F

/ F

F

~

b-

F= F=· F= F-F= F" P= F"" ~

~ ~ = ~

~

~

=

-~--

i'



{718) 597 6090

( )

L,-l-c

r"-r-

•~,-1,

'r;:r:

,~'-,-'-;

H-'-,

~~'-,-'-;

T-Yo

h-Y

h-L.-'

PROJECT

1806 -1812 SEWARD AVE BRONX, NY 10473

FRONT ELEVATION & SECTION A-A'

DATE:

NO

KK

SHEET 2 of7

. ' ,._ ~

• '-"

' . . . .

·. •. ' ~·, . --·

f •

'

1.---------+ ... !'

" ~;. -.-.,

• ... "'-'

•

--It) I -co ....

,,,r•-'1><!'

29'-0"

RETAIL STORES AREA:774 SF

•• 1'"\)

~ ~

2 LAYERS 5/8" SHEET ROCK AROUND COLUMNS TYP.

~

25'-0"

2 LAYERS 5/8" SHEET ROCK

AROUND COLUMNS

TYP.

RETAIL STORES AREA 1,081 SF

--It) I -0

It)

,.rt;i-'~>1!'

•• 1'"\)

20'-0"

RETAIL STORES AREA1,118 SF

~

--~ /'(;] '-

I 100 CFM 5'-0'' TYP-

2 LAYERS 5/8" SHEETROCK AROUND COLUMNS TYP.

14'-8"

RETAIL STORES AREA985SF

~

~~~· ~ 1)11~ IL...JVJL!_;J·: .l......:l. :jA_---~-t·:::J,_· .J.-•1· J ~~OJ ~~OJ ~OJ=~---::::b·------~:1·-· l'}ll\ ___jb~~f 'lj'i ~~~~b )I' 'I r; > .. ·. "" : ~ ~-~·t ~ / > qi===OJ OJ ·OJ 1ft:. j;.'j ·-JF- ' •OJ "ill' ~·: [ ... 11 !i:fft'. .,.. ::!! - - -~ >< I· •.. " ,_"

..-:::e

FIRST FLOOR PLAN SIDEWALK

SCALE:1/4"=1'-0"

. - i -

., ~ .-

:_ !>.

·-. ·fl

' • •• !> ~

u.·

o·l

• -··

b •

"!'.

•

--·~ ' . -·-·

... · . • ~ ..

·' .

• •

• •

l_

•

. ·- '

~ •

•

••

• •

- ·,. ~

'o.

... !> ••• ---. .. . ' . . -

~ .. ./. :· ..

• • ..

' ' .if.

. •

.1>. ":

~

-~ .

• !>.;

•• :· . ~

• .,....,-.. • • -·-·-.. ·. ,. . .

-.-·~-.

.-----.-... -

-·~ . .:.......t ... .. . . · .. ·~

--" I -"'it "

0.0-BJOB#

--~·~ -·----~ ~-· .. ··.·• II_ ..... -MEMBER

------------------------------------------------------------------------------ -----------------------11 A.I.A

~---~~------~-- -- -------·-·-

OCCUPANT LOAD AS PER TABLE 6-2 N.Y.C. BUILDING CODE NET FLOOR AREA PER OCCUPANT= 100 S.F./ PERSON

LINTEL SCHEDULE L-1 : W8X31 STEEL BEAM

WITH 3" [SPACER- 2' O.C. 1/2" BOTTOM PLATE (ABOVE STORE FRONT) .

PROJECT

1806-1812 SEWARD AVE



(718) 597 6090

BRONX, NY 10473

FIRST FLOOR PLAN

PROJECT NO

KK

~1003[ [QQJ SHEET 3 of7

----

CLEAR FLOOR SPACE

4.19.1 GENERAL. ACCESSIBLE LAVATORY FIXTURES, SINK, VANITIES, AND BUILT-IN LAVATORIES SHALL COMPLY WITH4.19

FIG. 32 CLEAR FLOOR SPACE AT LAVATORIES

NOTE: DASHED LINES INDICATES DIMENSIONAL CLEARANCE OF OPTIONAL UNDER LAVATORY ENCLOSURE.

FIG.31 LAVATORY CLEARANCES

TOILETPAPE HOLDER

2'~10" X 6'-8"

(b) SIDE WALL (a) BACK WALL

MTLSTUDS AT 16 D.C.

HANDICAP ACCESSIBLE TOILET DETAILS

MAIN TEES 1 1/2" HIGH SPACED 2".0" O.C.

MAIN TEES TO BE HUNG FROM 1 1f2" CARRYING CHANNELS WITH DIRECT HANG CUPS BSA. CAL. NO. 548-68 SM (OROTHER -~ APPROVED CLIP)

NOT TO SCALE

INSTALLATION CLEARANCE & LIGHT FIXTURE HEIGHT.

RECESSED LIGHT FIXTURES MAY BE SUPPORTED BY THE MAIN TEES SPACED 2'·0'" D.C.

MAIN TEE SPLICE COUPLING (OCCURS @ RANDOM)

TILES 1 HR. FIRE·RA TED B.S.A. APPROVED.

114" DIA. GALV. STL. ROD OR 1/8 "X 1" ASPHALT

...__ PAINTED FLAT STRAP

GAT CLIP 481.5l B.S.A. CAL. NO. 16·59 SM (OR OTHER APPROVED MEANS)

1 112" C.R. 16 GA. STEEL SUSP. CHANNEL .475#11

HANGERS MAX. 4"" ·6"" O.C.

DETAIL OF 1 HOUR SUSPENDED CEILING N.T.S.

6"T 10"

20GA. MTL PLATE SECURE

TOMTLSTUDS

1114" STEEL PIPE GRAB BAR

J.R SMITH CONTROLLED FLOW DEVICE ( MODEL # 1083 )

\\ ~ • ~

4" EACH (TYP)

2" r;----1 1/2" 11 1/2"

I LAV I

~

·-~--

n 2" I -~--I -...,

1 1/2" 111/2"

I I LAV I

TOILET I m I ____ 111 I TOILET ~

I -u--

'8 11/2" I

11/2" 8' \. ~ /

4" ~ D 4"

I I 6" CONNECT TO EXISTING SEWER DRAIN

PLUMBING RISER DIAGRAM N.T.S.

HOT & COLD WATER RISERS: 3/4" TYPE "L" COPPER TUBING HOT & COLD WATER BRANCHES: 1/2" TYPE "L" COPPER TUBING PLUMBING FIXTURES TO BE LOW FLOW AS PER LOCAL LAW 29/89

4"X4"X1/2"~

/

CONTINUOS SHOP WELDED OF W 24X68-12-0.C.

4"X4"X1/2"~ ~~+H-----~~-+----

VERTICAL-2'-0" O.C.

C 5X9-2'-0" O.C.

1/2"X11" PLATE BOTT CONT.

DETAIL OF LINTEL ABOVE STOREFRONT

NOT TO SCALE

- ..... --·

2" l

2" I r;----

1 1/2" 11 1/2" I -11112:- 11 1/2"

I I TOILET I -

~8

\.

-'~~--·-·-~ ~·· ............ -MEMBER

A.I.A

LAV I I LAV

I ~ w I

11/2" I

1 1/2'"

~ ' /

4" ~ ) 4"


3024 EAST TREMONT AVENUE BRONX, NEW YORK 1 0461

(718) 597 6090

I I TOILET -

\:1' /

806-1812 SEWARD AVE BRONX, NY 10473


BY: KK

SHEET 4 of7

(ni -· <D ...

( I

I

I

j

I

L

/

/ /

/ /

/

/ /

/ /

/

-,_,_.

/ /

/ /

/ /

/ /

NEW 12" CONCRETE BLOCK

FOUNDATION PLAN

/ /

/

•• ~!!i ,..~--

/ /

/ /

/ /

SCALE:1/4''=1 '-0"

/ /

89'-7"

/

..... l::>~

/ /

/

;~);__.;;-~-;:_

/

/ /

/

6" CONCRETE SLAB 60-10-1 0 WWF VAPOR BARRIER ON 6" GRAVEL BASE

/ /

/ /

/

FOUNDATION

3' - 0" FOUNDATION

./'1

// I I I I I I I I I I I I I I I I I I I

~ ~ .. __ ...

~-:~---~-I 3'-o, ' Cn -~·-. <D I .

I I I I I I I I I I I I I I I I I I I I

_j

JOB#



(718) 597 6090

PROJECT



CHECKED BV; KK

~-1 0011 [QQJ SHEET 5 of7

I I I

I l I '

'T1 :;a )> 3: -z C)

"tJ

~ z QO c m > -r

II en

fJ) (") )> r m .. ~

;j;: n' ~

6

;:;:: , .. I' •tf/1<" .-~·~""' J>fTI :_;:;::

·co l>fTI

;;o !-~ II ··:'~

.... Olo ;o~ om

_zl> :1?<~ ..!:!1Z-4

~~~ "'-<;;: 0 00 ..,;oz o;:s:;-4

_.)> o< .. m ~~

m

~-~I •

·~ ffi 0 Cll 0

~IN

0 ~ ~ ~

~ ~ ~ 0 m 0

~

~

" m z z m -1 :I: )> .

" 0 0 z (,/)

)> . -)> •

~ n " z 0

co '-1! ~

" .," ~-s: -z G) , r )> z

0 ~ GO

' 0 > ' ~ m . ~ " g ~

" r c z (/) ~ " g •

18K5 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' D.C. MAX

16'-9"

18K5 OPEN WEB SiEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C. MAX 1----- . '!-----

(II

9 /-----'-18c.K_s_O_P_E~N WEB STE~ JOISTS WITH BOLTED DIAGONAL BRI~GING 11' O_._c_. M_A~X ____ _

24K5 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C. MAX

24K5 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C. MAX

/---------- 24K5 O~N WEB STEEL JOISTS WITH BOLTED DIP:-GONAL BRIDGING 11' O.C. MAX

~ • li •

' ~ " m _.Q

()0

[J]o ;;ocn o .... zoo >< ..... • N ZC/l -<m .... ::e 0)> ~;;o c.oO

~ m

IJ! 6

(II

~


-----~2,BoeLH06 oPEN JIIEB STEEL JOISTS WITH BOL TEO DIAGI_)NAL BRIDGING 11' D.C. MAX

2BLH06 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' Q.G. MAX

2BLH07 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' Q.C. MAX

_____ 2.::.BL:.:H.:.:07 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C. MAX

2BLH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' Q.C. MAX

28LH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' O.C. MAX . .

------->SLH09 OPEN WEB STEI$1 1QISTS \AIITbl QQLTED DIAGONAL BR 1QQIJ.IQ 11' 0 C U 0 X

. 2BLH09 OpEN WEB STEEL JOISTS WITt-i BOLTED DIAGONAL BBIQGING 11' Q.C .. MAX


------~2oc8LH09 OPEN WEB STEEL JOISTS WITH BOLTED DIAGONAL BRIDGING 11' 0. C. MAX



69'-2"

" ~

" g;

m "' ~

SEISMIC NOTES & DETAILS: (FOR COMPLIANCE WITH LOCAL LAW 17/95.

FOUNDATION: -~------~-

1) FOUNDATION DESIGN TO COMPLY WITH R.S. 9-6 AND SECTION 27-670 OF THE NEW YORK BUILDING CODE. 2) CONTINUOUS WALL FOOTINGS BE POURED CONCRETE ,36"WIDE X 12" DEEP WITH 3- #5 REINF.-BARS CONTINUOUS WITH HOOKS AT CORNERS. CONCRETE TO BE 3,000 P.S.I. MIN. COMPRESSIVE STRENGTH. 3) POURED CONCRETE FOUNDATION WALLS TO BE 12"WIDE WITH # 5 REIN.- BARS - 12" O.C. BOTH WAYS AND 2- # 6 REINF.-BARS CONTINUOUS AT TOP OF WALL DOWEL INTO FOOTINGS WITH# 4 REINF.-BARS@ 12" O.C. 4) FOR PILE FOUNDATIONS REFER TO ENGINEER'S DRAWINGS AND DETAILS FOR SEISMIC RESTRAINT. 5) COLUMN FOOTING TO BE REINFORCED WITH # 5 REINF.-BARS 12" O.C. BOTH WAYS. 6) PIERS BENEATH COLUMNS TO BE POURED CONCRETE WITH 4-# 4 REIN F.-BARS VERTICAL WITH #3 STIRRUPS 12" O.C.

MASONRY: 1) REINFORCED MASONRY TO COMPLY WITH R.S. 10-2. CHAPTER 7 OF THE NEW YORK CITY BUILDING CODE AND A.C.I.IA.S.C.E. 530 APPENDIX A-SEISMIC. 2) MASONRY WALLS TO BE REINFORCED HORIZONTALLY WITH 'DUR-O-WALL SEISMIC LADUR' PREFABRICATED JOINT REINFORCEMENT (.0007X WALL SECTION).REREF TO MANUFACTURER'S SPECIFICATIONS FOR SIZE,GAUGE AND SPLICING CRITERIA. 3) MASONRY WALLS TO BE REINFORCED VERTICALLY WITH # 4 REINF.-BARS@ 32" O.C. 4) MASONRY UNIT CAVITIES WITH VERTICAL REINFORCING TO BE FILLED SOLID WITH TYPE'S' GROUT OR APPROVED EQUAL;2,000 P.S.I. MINIMUM. 5) MANSORY PIERS TO BE PROVIDED WITH 4- # 4 REINF.BARS VERTICALLY. 6) CONTINUOUS BOND BEAM TO BE PROVIDED @TOP OF MASONRY WALL. 7) MASONRY WALLS TO BE ANCHORED TO CONCRETE SLAB ON GRADE WITH# 4 REIN F.-BARS 32' O.S. 3'-0"INTO SLAB MIN. 8) THE TOP TWO COURSES OF MASONRY WALL TO BE FILLET, ALL CAVITIES . 9) ALL VERTICAL GROUT JOINTS TO BE FILLED SOLID FROM OF MASONRY UNIT TO CAVITY.

STEEL: 1) OPEN WEB STEEL JOISTS TO COMPLY WITH STEEL JOIST INSTITUTE STANDARDS WITH A MIN. YIELD POINT STRESS (FY) OF 50 K.S.I. AND SHALL CONFORM TO A.S.T.M. STANDARD SPECIFICATIONS A441 AND /OR A242. 2) ALL STEEL TO BE DOMESTIC MAKE WITH A MINIMUM YIELD STRESS {FY) OF 36 K.S.I. AND TO CONFORM WITH A.I.S.C. STANDARDS. 3) AT BEARING OF OPEN WEB BAR JOISTS ON MASONRY WALLS STEEL BEARING PLATES 10"X10"X5/8" WITH TWO STUDS 4" LONG TO BE PROVIDED. TO BE . 4) SEISMIC MOMENT CONNECTIONS TO BE PROVIDED AT CONNECTION OF BEAMS TO COLUMNS. MOMENT CONNECTIONS TO BE STEEL PLATES ,EQUAL IN WIDTH TO THE BEAM FLANGES, AT TOP AND BOTTOM FLANGES. CONNECT TO BEAMS WITH 8-3/4" BOLTS A.S.T. A-325 MIN. AND WELDED TO COLUMNS. 5) BRIDGING FOR OPEN WEB BAR JOISTS TO BE BOLTED DIAGONAL BRIDGING. REFER TO STEEL JOIST INSTITUTE STANDARDS.

2-#60 RE-BARS@ TOP.

#50 RE-BARS 3 co NTINUOS \

..

J\J i

"

," ~---- • • . · ..

" "

" . ~ J:---

"

" " • " "

I • ..

" " .. •" . "

",

. " -·-···. A'-~--- 3'-0" MIN.----,!'

#4 RE-BAR-32" O.C 3'-0" LONG @MASONRY WALL TO CONC. FLOOR.

MASONRY WALL AB OVE GRADE-HORIZONTAL REINF. "SEISMIC LADUR"-16 O.C. TO BE DUR-O-WALL

PROPERTY LINE

VERTICAL REIN F. T 0 BE #40 RE-BARS 32" O.C. CAVITY FILLED SOL ID WITH GROUT.

#4 RE-BAR-32" O.C 3'-0" LONG @MASONRY WALL

1-._~ _ _:_TO. CONC. FLOOR.

\ ("-../

I ~ 5}-----+c----...-.--cJ ( ~ ..

"• . I POURED CONCRE P.S.I. MIN. #50 RE-

TE 3,000,___ _________ ~-o-D.·. -·~n__· .. BARS s 12"0.C. BOTH WAY

I --N ......

1

3 #50 RE-BARS CONTINUOS ~ I .··_·_ ·--~ : (. ·. "·._. " -· \._~ ... " .., .-.. . . . .

L ".

-1'---- 3'-0" MIN. __ ---,rL

2-#60 RE-BARS@ TOP.

DETAIL OF FOUNDATION WALL AND FOOTING

I

I

1 .

...


. . .. ..

• ..

.. ..

• ··-. .

. .

SCALE: 3/4"=1'-0"

32" TYPICAL

#40 RE-BAR VERT-32" O.C DUR-O-WALL HORIZONTAL (EVERY OTHER COURSE)

I I

'

I .. ,

:·. .. . I I

MASONRY CAVITIES WITH VERTICAL REINFORCING TO BE FILED SOLID WITH TYPE "S" GROUT (2,000 P.S.I. MIN.) MAX. HEIGHT OF GROUT POUR TO BE 5'-0". CONSOLIDATE GROUT BY MECHANICALLY VIBRATING. STOP GROUT POUR 1 1/2" BELOW TOP OF MASONRY BETWEEN POURS.

~

DETAIL OF MASONRY WALL REINFORCING SCALE: 3/4"=1'-0"

. .I · . !

• . .-- . ... • .

. . , ..

(

... -. ... ·-~·

l

"" 4- # 4 0 RE-BARS .. '' ._,

..

·' I"' VERTICAL '

.. . • . NOTE:

.. .. ... ALTERNATE HORIZON. REIN F. (OUR- 0 WALL

••• • • .. •

~· •

"' ~ "-.._

4- # 4 0 RE-BARS • ..

. "'-.

VERTICAL . - .. r--. 1'---.

• . I--.· .

. &RE-BARS )@ PIERS. . ..

.

COURSE A COURSE B

DETAIL OF PIER OF@ MASONRY WALL SCALE: 3/4"=1'-0"

~

ROOF

• • • • • • • •

• • • • STL. BM.

MOMENT PLATES TO BE SAME WIDTH & THICKNESS AS BEAM

..____--1 FLANGES- CONNECT PLATES • •

f---.L_--11-'-• •

SECTION

I I


TO BEAM WITH 3/4" 0 ASTM A-325 WELD TO COLUMN.

PLAN

DETAIL OF MOMENT PLATES@ STEEL BEAMS

PROVIDE VERT REINF.@ JOIST SEAT.--~

10" X 10" X 5/8" JOIST SEAT WITH 2 STUDS 4" LONG WELDED WELD TO COLUMN.

-- -.·

. ., . . . ' ... .. ~===:::::,

TOP 2 COURSES FILLED SOLID (ALL CAVITfiiiE"'S~)----t...:-.!!!o;::=:=:i 2,000 P.S.I. MIN.GROUT.

MASONRY WALL

..

SCALE: 3/4"=1'-0"

CLASS "A" ROOF OPEN WEB STELL JOISTS.

DETAIL OF OPEN WEB JOISTS@ MASONRY WALL BEARING SCALE: 3/4"=1'-0"

MEMBER A.I.A



(718) 597 6090

PROJECT


TITLE


CHECKED BY: KK

SHEET 7 of 7

-- ---·

Documents

PROPOSED COMMERCIAL BUILDINGimages1.loopnet.com/d2/IGcwaLfktobdeG1X6H3IIL_9469... · seismic notes & details: {for compliance with local law 17/95. foundation: 1) foundation design