36C78618R0343-010.pdf

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DIVISION 1 �GENERAL REQUIREMENTS

1. SHOP DRAWINGS FOR All STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE SUBMITTED BY THE CONTRACTOR. IF THE STRUCTURAL CONTRACT DOCUMENTS HAVE BEEN REPRODUCED FDR SHOP DRAWING PREPARATION, THE COMPANY WHICH PREPARED THE SHOP DRAWINGS SHAll ASSUME THE SOLE RESPONSIBILITY FOR All STRUCTURAL INFORMATION SHOWN ON THE SHOP DRAWINGS ftS IF THFY WERE PREPARED BY THAT COMPANY. THF COMPANY PREPARING THESF SHOP DRAWINGS SHAll CHECK All DIMENSIONS, ELEVATIONS AND OTHER STRUCTURAL INFORMATION IN THE REPRODUCED CONSTRUCfDN DOCUMHffS. AT THE TIME OF SHOP DRAWING SUBMISSION, THE CONTRACTOR SHALL STATE IN WRITING AND DEVIATIONS OR OMISSIONS FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL R™EW ALI_ SHOP DRAWINGS BEFORE SUBMISSION AND MAKE CORRECTIONS AS HE DEEMS NECESSARY. THE CONTRACTOR SHALL ALLOW A MINIMUM OF 10 WORKING DAYS FOR STRUCTURAL REVIEW OF SHOP DRAWlNGS.

2. LOADS GREATER THAN THE DESIGN LIVE LOADS SHALL NOT BE PLACED ON THE STRUCTURE.

3. CONTRACTOR SHALL SUPPORT ADJACENT STRUCTURES, UTILITIES, AND EXCAVATIONS AS NECESSARY.

4. CONTRACTOR SHALL HAVE ALL TEMPORARY FORMWORK, SHEETING, SHORlt,G, UNDERPINNING. ETC., DESIGNED ANO CERT:FlED BY A QUALIFIED ENGlhEER REGISTERED IN THE STATE OF NEW YORK AS A PART Of THEIR WORK. THE CDNTRACTOR SHAll SUBMIT ONE COPY OF ALL CERTIFIED TEMPORARY FORMWORK, SHEETING, SHORING, UNDERPINNING, ETC., FOR RECORD PURPOSES. MACTEC ENGINEERING AND CONSULTING, INC. W!ll NOT BE RESPONSIBLE FOR TEMPORARY FORMWORK, SHEETING. SHORING, UNDERPINNING, ETC., NECESSARY TO INSTALL WORK CONTAINED WITHIN THESE DOCUMENTS.

5. ALL WORK SPECIFIED HEREIN SHALL BE INSPECTED IN ACCORDANCE WITH THE 2010 BUILDING CODE Of NEW YORK STATE, All LOCAL ORDINANCES ANO THE CONTRACT AND THE CONTRACT DOCUMENTS. THE OWNER SHALL HIRE AN EXPERIENCED, QUAllflED INSPECTOR TO PERFORM All THE REQUIRED INSPECTION WORK AS SPECIFIED HEREIN. All INSPECTION WORK SHALL BE PERFORMED UNDER THE DIRECT SUPEIMSIDN Of AN ENGINEER REGISTERED IN THE STATE Of NfW YORK. THE CONTRACTOR SHALL COORDINATE All REQUIRED INSPECTIONS WlTH THE OWNER'S INSPECTOR(S). MACTEC ENGINEERING AND CONSULTING, PC WILL NOT PERFORM THE REQUIRED INSPECTION AS PART OF ITS DESIGN SERVICE. MACTEC ENCINEERING ANO CONSULTING, PC MAY VISIT THE SITE TO ASCERTAIN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS BUT SUCH VISITS ARE NOT TO BE CONSTRUED AS

MECTING INSPECTION REQUIREMENTS.

6. STRUCTURAL DETAILS SHOW ONLY BASIC STRUCTURAL CONDITIONS. REFER TO ARCHITECTURAL AND OTHER ENGINEERING DRAWINGS FOR ALL OTHER MATERIALS AND DCTAILS INCLUDING, BUT NOT LIMITED TO MASONRY, INSULATION, ROOFING, FlASHING, FINISHING MATERIALS, CIVIi, MECHANICAi, ELECTRICAL, AND PLUMBING ITEMS,

7. BUILDING CODE AND STANDARD SPECIFICATIONS:

BUILDING CODE· 2010 BUILDING coor or NEW YORK STAJE CONCRETE: ACI 318-99 BUILDING coot FOR STRUCTURAL CONCRETE MASONRY: ACI 5J(J. l-99 BUILOING CODE REQUIREMENTS FOR

8. BUILDING CATff,ORY:

9. DESIGN LOADS

ROOF

MINIMUM LIVE LOAD = 20.0 PSf

ROOF SNOW

Pg= 50 PSF Ce = 1,0 I = 0.8 Ct = 1.2 Cs"""' 1.0 Pf = 33,6 PSF

WlND LOAO

V=9D MPH

MEAN ROOF HEIGHT: 17'-6"

EXPOSURE C

Kzt = 1.0

COMPONENTS AND CLADDING DESIGN PRESSURE: ASCE 7-DS

SEISMIC DESIGN:

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

Ss 0,247 S1 0.073

SITE CLASS 0

SEISMIC use GROUP

IMPORTANCE FACTOR 1.0

STRUCTURAL SYSJEM CANTILEVERED COLUMN SYSTEM DETI-JLED AS

ORDINARY MOMENT FRAME

R 1.25 Cd 1.25 o 1.25

DIVISION 3-CONCRCTE

2.

3.

4.

REfER TO LANDSCAPING DRAWINGSS AND GENERAL NOTES FOR SLAB-ON-GRACE CONSTRUCTION REQUIREMENTS.

All SPUCES IN REINFORCING SHALL BE CLASS "8" SPUCES IN ACCORDANCE WITH ACl-318 (LATEST LOCAL APPROVED EDITION) EXCEPT AS NOTED IN THE PLANS. BEND HORIZONTAL WALL REINFORCING I' -o• MINIMUM AROUND ALL CORNERS OR PROVIDE 4' -o· LONG CORNER BARS TO MATCH HORIZONTAL REINFORCING.

All CONCRETE SHALL BE NORMAL WEIGHT, 1-JR-ENTIRAINED CONCRffi WITH A MINIMUM COMPRESSNE STRENGTH AT 28 DAYS (F' c) AS FOLLOWS:

SLAB-ON-GRADE

PILE CAPS

DRlllEO PIERS

4,DOD PSI

4,000 PSI

4,000 PSI

UNLESS OTHERWISE NOTED IN STRUCTURAL DRAWINGS, PROVIDE CONCRETE PROTECTION FOR REINFORCING AS FOLLOWS:

CAST AGAJNST EARTl-1: 3"

EXPOSED TO EARTH OR WEATHER:

NO. 6 ANO LARGER BARS: 2"

NO. 5 ANO SMAl.lER BARS: 1-f /2"

DIVISION 4 - MASONRY

1. LAP VERTICAL ANO HORIZONTAL REINFORCING IN MASONRY WALLS AT ALL SPLICES IN ACCORDANCE WITH THE

FOLLOWING SCH(DULE:

BAR SIZE

#4 #5

8" CMU LAP LENGTH

26" 31"

DIVISION 31 - STEEL PILES

1. STEEL PILES SHALL DEVELOP AN ALLOWABLE LOAD CAPACITY OF 12.5 AND AN ULTIMA TE CAPACITY OF 43.75 TONS.

2. DRIVEN PILE DEPTH SHALL BE DETERMINED BY THE MINIMUM EQUATION BELOW, BUT NOT LESS THAN 14 FEET.

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR SELECTING PROPER PILE DRIVING EQUIPMENT FOR THE DRIVEN PILE INSTALLATlON. AS A GUIDELINE DURING THE PILE INSTALLATION, THE fOllOWING PILE DRIVING DYNAMIC FORMULA

COULD BE USED TO ESTIMATE THE ULTIMATE PILE AXIAL LOAD CAPACITY:

MODIFIED GATES EMPIRICAL FORMULA -

PU = 1.75 E0.5 LOG (10NB) - '00

WHERE:

PU = ULTIMATE P!LE CAPACITY IN KIPS

E = HAMMER'S POTENTIAL ENERGY PER BLOW IN FOOT-POUNDS. IF THE MANUFACTURER'S RATING IS USED RATHER THAN THE POTENTIAL ENERGY FROM RAM WEIGHT TIMES STROKE, THEN THE RESULT MAY BE UNCONSERVATIVt.

NB = THE BLOW COUNT IN BLOWS PER INCH

A FACTOR OF SAFETY OF 3.5 SHALL BE USED TO ESTIMATE THE ALLOWABLE AXIAL LOAD CAPACITY.

6"± ---1 I-

THE PILE DRMNG OPERATIONS AND FOUNDATION CONSTRUCTION SHALL BE OBSERVED BY THE GEOTECHNICAL

ENGINEER.

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EXISTING CDNCRETE

PADS TO REMAIN

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:+- COLUMN INSTALLATION. TIE EXISTING

. ! FENG£ INTO BIN SIDE WALLS,

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.--(2:._)_NEW. CONCRETE

FOUNDATION PLAN

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ROOF PANELS BY METAf. BUILDING SUPPLIER ---------

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� NEW 8" CMU WALL AT BACK WALL OF BIN ONLY.

(SEE 4/S001)

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FILLED BOLLARDS

(SEE 5/S001)

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METAL BUILDING SUPPLIER

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�MACTEC

MACTEC ENGINEERING & CONSUL TING, PC.

2801 YORKMONT RD., SUITE 100

CHARLOTTE, NC 28208

TEL: (704) 357-8600

Date

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ROOF PANELS BY METAL BUILDING SUPPLIER

RlG!D FRAME BY

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METAL BU!LDfN{; SUPPLIER --1

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NEW B" CMU WALL AT BACK WAl.l OF B!N ONLY.

4/S001

CMU WALL CON1ROL JOINT

(SEE SPEC!FlCATIONS)

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EXISTING CONCRCTE BINS TO REMAIN

1/NEW CMU WI-J.L (+10'-0" MAXIMUM)

1-f4 CONLIN 4� DEEP GROUTED ------�'l:l· ��

BONO BEAM

#4 @ 48� O.C. (lAP 26") Ffll ALL CfLL<; -----

SOLID WHERE REBAR OCCURS W/ GROUT

8" CMU WALL W/ JOINT RE!Nf. AT 16" O.C.

f4 DOWEL @ 48" O.C.

1-14 CONT. !NB" DEEP GROUTED BOND---,

BEAM

T/EX�TING BINS (+5'-0" ±)

EXlST. CONCRETE BIN WALL --------------

DR!ll AND EPOXY WAl.l RDNf. 10" MJN!MUM _____.,,,,, INTO EXISTING CONCRETE WALL W/ H!LT!'S

HlT HY 150 E"POXY SYSTEM OR APPROVED

EQUAL

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NOTE:

CENTER 8" CMU WALL ON EXISTlNG CONCRETE B!N WAll kJ

Seal

CMU WALL DETAIL

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3" DOME

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CONCRETE FOOTING

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EXISTING MATERIAL STORAGE BINS

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(4) f4 LACH WAY Wlll-l

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- -COLUMN, BASE PLATE, ANO ANCHOR

BOLTS BY METAL 8U1LDING SUPPLIER

(BASE TO BE DESIGNED BY METAL

81.J!LD!NG SUPPUER'S EM;/NEER AS

e!llliW

(12) #4 V (HOOKED Al TOP) 2 EACH �Of & l EACH CORNER

GRADE OR CONCRETE SlAB (SAW CUT CONCRETE SLAB J.f;, REQUlRED AND R£PlACE WITrl NEW CONCRETE SlM! OF SAME lHJCKNESS. PRO\llDE )f JO!NT AT Pl!.£ CAP.)

180- HOOK EACH END --r--J---c:1:-:- l-i'---f3" MIN.

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-'k-+----tr- •·r-------------Tt11==1::::i_:-. -....._ ( 4} )ff ASTM F1554 A36 THREADED1 1 � RODS WITH 6" HOOK 1.Jr FROM END

Of EACH Fl.ANGE W GAGE)

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(4) )ff X 3" HD STUOS

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0�UMN CAP DETAIL

Project Title

-------- HP12x63 DR!VEN PILE (SEE GENERAL NOTES

------ FOR REQU1REO DEPTH)

100% SUBMITTAL

CONSTRUCTION DOCUMENT

Project Number

NATIONAL

C EME'fERY

PROTECTIVE CANOPY

DETAILS, & GENERAL NOTES

SARATOGA

NATIONAL CEMETERY

Building Number

A DMINISTRATION

Approved: Contracting Officer

I LocotiTOWN OF SARA TOGA, NEW YORK

I Oote Checked

Drawn

Drawing Number