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HomeMy Public PortalAbout11-0080 St. Michael's Church_1of2City of Tee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. Date Requested 70/21, Gen. Contractor / ice ,, i ( Subcontractor Owner's Name 51: 11 ')icit -Jr )5 6-1 'UTz6 Date Needed Contact Information i\)r� Project Address 'eOZ_ (-0 innufilk INTERNATIONAL CODE COUNCIL' MEMBER Scope of Work (["z 1 Inspector Date of Inspection/ Inspection E-� �r - ° i Pass © Fa Fee Inspection Pass D Fail ❑ Fee :Inspection Pass Fail Ej Fee Inspection Pass D Fail Fee CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 02 -23 -2011 PERMIT #: 110080 WORK DESCRIPTION WORK LOCATION BELL TOWER 801 BUTLER OWNER NAME ST. MICHAEL'S CHURCH ADDRESS 802 LOVELL AVE CITY, ST, ZIP TYBEE ISLAND GA 31328 -9513 PHONE NUMBER CONTRACTOR NAME CATSKILL BUILDERS, INC. ADDRESS 210 CATALINA DR. CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $ 0.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $28,000.00 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Location: CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT I I -0 cDS'o ,. Owner Building Contractor NAME .'.c1 /a. Dial .Ja-a ✓/ ADDRESS PIN# wi Z % % evi TELEPHONE OM) n acs 1Z) 4J�/ ✓ s (Check all that apply)t454 n Repair M. Renovation ❑ Minor Addition ❑ Substantial Addition Other Details of Project: rS, ❑ Residential ❑ Single Family ❑ Duplex ❑ Multi- Family Commercial ✓, 2? n4.owJ y ,s":1100 0 nv ❑ Footprint Changes ❑ Discovery ❑ Demolition i/& er' jrc /l71S '," Ar) // / ti°' '/- 9461 Estimated Cost of Construction: $ ,42€70 Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: zr Ge'`z"da &ea'. /' 4f ..._ ✓j /J / /c4 J rT �' 4-1 v I ;? » Remarks: (Enter coJ"� (Enter appropriate number) (4) Masonry (6) Other (please specify) Lel & Masonry ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: A, # Bathrooms # Units Lot Area # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.)` Setbacks: From # Bedrooms Living space (tptal'sq. ft.) With culvert? Rear With swale? Sides (L) (R) # Stories //`r¢ Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through ,7jf ////l /e; /s .)f -4 • On -site waste and debris containers will be provided by e24a2i-r,,,t Construction debris will be disposed by.4,00 by means of tip' I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 'fi:;f /if Signature of Applicant. Note: A permit normally takes 7 to 10 days to process. (�J�G_� =�.t ! f!Ge:.?G %mo ) The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Signature ittve Date FEES LAIC- . tel l Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL 9 City of Tybee Island CODES ENFORCEMENT NOTICE The State of Georgia and the City of Tybee Island enforce the following Codes for construction. International Building Code, 2006 Edition and State Amendments International Residential Code, 2006 Edition and State Amendments International Fire Code, 2006 Edition and State Amendments International Plumbing Code, 2006 Edition and State Amendments International Mechanical Code, 2006 Edition and State Amendments International Fuel Gas Code, 2006 Edition and State Amendments International Energy Conservation Code, 2006 Edition and State Amendments National Electrical Code, 2008 Edition and State Amendments 1999 SSTD 10 -99 Standard for Hurricane Resistant Residential Construction These are but a few of the design standards that new construction and additions to structures will need to comply with. They can affect all work. The following design provisions became effective January 1, 2002 for construction in the City of Tybee Island. These design standards will be enforced on plans submitted for review and inspection. 3- SECOND WIND GUST 130 MPH FASTEST MILE BASIC WIND SPEED 110 MPH SEISMIC DESIGN CATEGORY "C" WIND EXPOSURE D" The following are the requirements for new windows: NEGATIVE DESIGN PRESSURE SOLAR HEAT GAIN COEFFICIENT WINDOW PROTECTION DP 45 or higher 0.4 or lower 1/2 —inch minimum for plywood All work shall conform to the City of Savannah Technical Specifications except as stated in the Special Conditions on the following pages. The City of Savannah Technical Specifications are available online at: http: / /www.ci. savannah. ga. us /spr /SPRGuide. nsf/ 0/ fcb3b1933d86c87b85256b670079a863 ?Open Document&Start =1 &Count = 500 &Expand =2.5 SPECIAL CONDITIONS All work shall conform to the City of Savannah Technical Specifications except as stated in these Special Conditions. The City of Savannah Technical Specifications are available online at the City of Savannah web site. Where in conflict, these Special Conditions shall govern. GENERAL Engineer refers to both the Engineer for the project and the City of Tybee Island's Engineer. Justifications of the Engineer's approval including but not limited to required testing shall by submitted to the City of Tybee Island prior to the City of Tybee Island issuing concurrence. Where requirements differ from those stated in the GASWCS "Green Book ", the stricter will govern. All communications required of the departments referenced in the City of Savannah ordinances will be submitted to the following City of Tybee Island Departments: 1) Department of Planning, Zoning & Economic Development 2) Public Works 3) Water & Sewer Time of notification to the City of Tybee Island excludes: 1) Any and all federal, state, county and city holidays. 2) Weekends 3) Times of community alerts or disasters including, but not limited to, tropical storm and hurricane alerts, periods of rainfall exceeding the 25 year storm as determined by the City of Tybee Island and the following two weekdays. Time of notification to the State Department of Transportation and other departments is the minimum. Such time of notification may be greater if required by those agencies. All text for signage and markings shall be submitted to the City of Tybee Island for approval. All materials will be domestic. Imported materials shall be allowed only after the City of Tybee Island approves a written request from the Owner's agent. SECTION 02100 CLEARING / PART 2 — EXECUTION / 2.05 EXISTING TREE PROTECTION / A. SITE DEVELOPMENT PROJECTS Tree Quality Points as defined in the City of Savannah Specifications are not required. SECTION 02100 CLEARING / PART 2 — EXECUTION / 2.05 EXISTING TREE PROTECTION / A. SITE DEVELOPMENT PROJECTS. The following requirements pertain and other projects that require Tree Quality Points: to all projects. SECTION 02270 - EROSION AND SEDIMENTATION CONTROL Where requirements differ from those stated in the GASWCS "Green Book ", the stricter will govern. SECTION 02400 - STORM DRAINAGE 2.18 TELEVISING: After the completion of cleaning, all constructed storm lines must be televised by the City prior to acceptance. Accordingly, all storm lines that are installed within accepted public right of ways and casement& will be televised, . In addition, storm $0.85/L.F. for all sizes, and will be responsible for preparing the lines to insure that they arc cleaned and frcc of debris prior to televising. Details and procedures of this program are included in the "Televising Procedures Manual" developed by the City's Water Quality Control Department who will be providing the television services. Contractors will be responsible for becoming familiar with this manual and for the costs of televising. The City may waive the televising requirement if the lines are short enough and of a diameter that allows visual inspection by lampinq. SECTION 02550 - WATER DISTRIBUTION SYSTEM / PART 1 - PRODUCTS 1.01 PIPE: A. Ductile Iron Pipe - Shall conform to ANSI /AWWA C150/A21.50 latest revision and ANSI /AWWA C151/A21.51 latest revision for laying condition two. All pipe shall be cement lined in accordance with ANSI/AI/MA C104/A21.4 latest revision. 4—All Pipe Larger than 12 inches shall be ductile iron unless PVC is specifically allowed by the City. 1.09 GATE VALVES D. Valve Manhole - Gate valves -4- 10 "and larger shall be installed in a manhole. Gate valves 8" and larger within pavement shall be installed in a manhole. 2.01 INSTALLATION 4. Depth of Pipe - The Contractor shall perform excavation of whatever substances are encountered to a depth that will provide a minimum cover over the top of the pipe of 36- inches from the existing or proposed finished grade, for pipe 12- inches and smaller. Pipe larger than 12- inches in diameter shall have 3648- inches of cover from the finished grade. A minimum cover of 33" (inches) and a maximum cover of 60" (inches) 39" (inches) from finished grade shall be accepted as within tolerance used unless approved by the City to avoid a conflict. If the design cover will be less than 36 ", duct iron pipe may be required by the City sha "�,a l be =used. Bedding shall be per specifications, industry association standards or manufacturers recommendations, whichever is greater. 2.05 PROCEDURES FOR CONNECTIONS OF WATER MAINS: B. Procedure 6. If a wet tap is required, the contractor will be responsible for preparing the site. This preparation includes the excavation and installation of the tapping sleeve. The contractor will make available a lifting device for the tapping machine and at least a 100 CFM Air Compressor to power the tapping machine. The City Contractor will provide the tapping machine and one -man personnel to operate the unit. All taps will be made under the supervision of the City of Tybee Island Water Department. SECTION 02554 - WASTEWATER COLLECTION SYSTEM 2.12 MANHOLES degrees to 90 degrees. The drop through manholes shall be equal to the steepest percentage of the upstream and downstream lines may be used at the discretion of the City of Tybee Island. Horizontal alignment changes greater than 90 degrees at a single manhole shall not be allowed. A wide sweep invert shall be required for all manholes where the horizontal alignment change is 90 degrees. Section 03300 CAST -IN -PLACE CONCRETE CHAPTER 1 -GENERAL 1.1 -Scope 1.3- Design of Concrete Structures shall be performed and stamped by a Professional Engineer registered in the State of Georgia. In no instance shall a concrete sidewalk be less than 4" thick nor a driveway less than 6" thick. The Engineer shall refer to City of Savannah Standard Construction Details for minimum design requirements of various structures. CHAPTER 3 - PROPORTIONING 3.2- Strength The specified compressive strength of the concrete (f c) for each portion of C ewalks,arid urb and gutte shall be a minimum of 8989 4,000 psi unless a greater strength requirement is indicated-6'n the con'tra'ct"'tir mgs or herein. Driveway and road paving shall have a compressive strength of not less than 5000 psi. Strength requirements shall be based on 28 -day compressive strength unless a different test age is specified. The compressive strength of the concrete shall be determined by ASTM C39. CHAPTER 5 - REINFORCEMENT 5.7- Sidewalks shall be reinforced by one of the following methods: 6.7.1 Welded wire mesh located 2" from the top surface of the concrete. Minimum size of mesh shall be 6 "x6" - W2.9 x W2.9. 5.7.2- Concrete shall be fiber reinforced. 5.7.3- Deformed reinforcing bars providing no less than 0.25 square inches per foot (each way). SECTION 11100 - SUBMERSIBLE WASTEWATER PUMPS 5 -25 HORSE POWER DUPLEX ACROSS THE LINE MAGNETIC PART III - FINAL INSPECTION 3.01 FINAL INSPECTION / ACCEPTANCE B. Dry Pumping Test: The pump will be tested in one of two ways; Facility Test or Site Test: The pump will be tested by both a Facility Test and a Site Test. THE CODE OF TYBEE ISLAND, GEORGIA ARTICLE IV. NOISES Sec. 22 -110. Definitions. Definitions of technical terms used which are not herein defined shall be obtained from publications of acoustical terminology issued by the American National Standards Institute (ANSI) as its successor body. The following words, terms and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: Ambient sound level means the noise associated with a given environment, exclusive of a particular noise being tested, being usually a composite of sounds from many sources near and far, exclusive of intruding noises from isolated identifiable sources. A- weighted sound level means the sound pressure level in decibels as measured on a sound level meter using the A- weighting network. The level is designated dB(A) or dBA. Construction means any site preparation, assembly, erection, substantial repair, alteration, or similar action, for or of public or private rights -of -way, structures, utilities, or similar property. Decibel (dB) means a logarithmic and dimensionless unit of measure used in describing the relative loudness of level of sound. Demolition means any dismantling, intentional destruction or removal of structures, utilities, public or private right -of -way surfaces, or similar property. Emergency means any occurrence or set of circumstances involving actual or imminent physical or psychological trauma or property damage which demands immediate action. Emergency work means any work performed for the purpose of alleviating or resolving an emergency. Impulsive sound means a sound of short duration, usually less than one second, with an abrupt onset and rapid decay. Examples of sources of impulsive sound include explosions, drop forge impacts, and the discharge of firearms. Motor vehicle means any motor - operated vehicle licensed for use on the public highways, but not including a motorcycle. Motorboat means any vessel which operates on water and which is propelled by a motor, including, but not limited to, boats, barges, amphibious craft, water ski towing devices and hover craft. Motorcycle means any motor vehicle having a saddle or seat for the use of the rider and designed to travel on not more than three wheels in contact with the ground. The term shall include, but not be limited to, motorized bicycles and motor scooters. Noise means any sound which disturbs humans or which causes or tends to cause an adverse psychological or physiological effect on humans. Noise control officer means the person designated by the city having responsibility for the enforcement of any provision of this article. Noise disturbance means any sound which endangers or injures the welfare, safety or health of human beings, or disturbs a reasonable person of normal sensitivities, or devalues or injures personal or real property, or is hereinafter defined. Noise sensitive activities means activities which should be conducted under conditions of exceptional quiet including, but not limited to, operation of schools, libraries open to the public, churches, hospitals, and nursing homes. Noise sensitive area means any area designated for the purpose of ensuring exceptional quiet and clearly posted with "noise sensitive area" signs, because of the noise sensitive activities conducted therein. Person means any individual, partnership, firm, association, joint venture, public or private corporation, trust, estate, commission, board, public or private institution, utility, operative, state agency, municipality or other political subdivisions of this state, any interstate body, or any other legal entity. Powered model vehicle means any self - propelled airborne, waterborne, or land borne model plane, vessel, or vehicle, which is not designed to carry persons, including, but not limited to any model airplane, boat, car or rocket. Public right -of -way means any street, avenue, boulevard, highway, sidewalk, lane or similar place which is owned or controlled by a governmental entity. Public space means any real property, including any structure thereon, which is owned or controlled by a governmental entity. Pure tone means any sound which can be distinctly heard as a single pitch or a set of single pitches. Real property boundary means an imaginary line along the ground surface, and its vertical extension, which separates the real property owned by one person from that owned by another person, but not including intra - building real property divisions. Receiving land use means the use or occupancy of the property from which a complaint is made concerning noise which received the transmission of sound as hereinafter defined, however, the allowable decibel levels are based on the zoning district as opposed to the use of the receiving land. Recreational vehicle means any race car, motorcycle, or any other motorized vehicle equipped for use in racing or other recreational events or uses off of public rights -of -way on public or private property. Residential means any property on which is located a building or structure used wholly or partially for living or sleeping purposes. Sound means an oscillation in pressure, particle displacement, particle velocity or other physical parameter, in a medium with internal forces that cause compression and rarefaction of that medium. The description of sound may include any characteristic of such sound, including duration, intensity and frequency. Sound level means the weighted sound pressure level obtained by the use of a sound level meter and frequency weighting network, such as A, B, or C as specified in American National Standards Institute Specifications for Sound Level Meters (ANSI 51.41971, or the latest approved revision thereof). If the frequency weighting employed is not indicated, the A- weighting shall apply. Sound level meter means an instrument which includes a microphone, amplifier, RMS detector, integrator or time average, output or display meter, and weighting networks used to measure sound pressure levels, which complies with American National Standards Institute Standard 1.4 -1971 as revised. Sound pressure means the instantaneous difference between the actual pressure and the average or barometric pressure at a given point in space, as produced by sound energy. Used and occupied mean and include the words "intended," "designed," or "arranged to be used or occupied." (Code 1983, § 11 -3 -2) Sec. 22 -111. Exceptions. The provisions of this article shall not apply to: (1) The emission of sound for the purpose of alerting persons to the existence of an emergency. (2) The emission of sound in the performance of emergency work. (3) Agricultural activities, exclusive of those involving the oviership or possession of animals or birds. (4) Public mass transportation vehicles. *) Church or clock carillons, bells, or chimes: (6) The emission of sound in the discharge of weapons or in fireworks displays for which a permit has been issued. (7) Public works projects specifically approved by the mayor and council. (Code 1983, § 11 -3 -3) Sec. 22 -112. Noise disturbance prohibited. (a) Prohibited. No person shall make, continue, or cause to be made or continued, except as permitted, any noise disturbance, or any noise in excess of the limits for such noise established in this section. (b) Maximum permissible sound levels. With the exception of sound levels elsewhere specifically authorized by this article, table 1 sets forth the maximum permissible sound levels allowed at or within the real property boundary of a receiving land use. Any activity or use that produces a sound in excess of such noise levels for a receiving land use shall be deemed a noise disturbance and is in violation of this article. (c) Measurement of sound. The measurement of sound or noise shall be made with a sound level meter meeting the standards prescribed by the American National Standards Institute or its successor body. The instrument shall be maintained in calibration and good working order. Octave band corrections may be employed in meeting the response specification. A calibration check shall be made of the system at the time of any noise measurement. Measurements recorded shall be taken so as to provide a proper representation of the noise source. The microphone used during measurement shall be positioned so as not to create any unnatural enhancement or diminution of the measured noise. A windscreen for the microphone shall be used when required. Traffic, other transportation noise sources and other background noises shall not be considered in taking measurements except where such background noise interferes with the primary noise being measured. It is the intention that this sound to be measured is what is being created by the sound complained of excluding intruding noises from isolated identifiable sources, but including ambient sound level. The measure of all sound levels shall be made as close to the property line of the receiving land use as is practical. TABLE 1 Sound Levels by Receiving Land Use Zoning Category of Receiving Land Timely Use° Sound Level Limit, dBA(4) Residential(2) At all times 60 Commercial At all times 75 Noise Sensitive Area At all times 55 ( »As set forth in the Land Development Code. (2)Any zoning district containing the letter "R." (3)Unless otherwise stated in this article. (4)For any source of sound which emits a pure tone, the maximum sound level limits set shall be reduced by five dBA. (d) Equipment use restrictions. Regardless of decibel levels, the following equipment may not be operated between the hours of 8:00 p.m. and 7:00 a.m.: Monday- Friday and on Saturday and Sunday 8:00 p.m. to 10:00 a.m.: (1) Electrical power tools. (2) Motor powered, muffler equipped lawn, garden, and tree trimming equipment except residential lawn mowers. (3) Construction equipment, which includes landscaper's lawn mowers and other landscaping motorized equipment. (Code 1983, § 11 -3 -4; Ord. of 4 -29 -2005; Ord. of 7 -26 -2007) St, Mchae0 Church Be Vl Tower (1964 — 2009) Gulfstream A GENERAL DyNANIICS COMPANY Date Task Number Model Subject 0,0) ; `ab (bust.° 92 secs 4 5{-0. e- �cr _� cr sei 1 n 4,10 Con d t 6'00 'i e O tLt ii)) a �� 5 °c.��- ► o t5 `r scan der Otozok 0; rnipli �t06 `urr� tea) e) acrV- cst)ns t h,, h. 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Li k),54--s tow y41( ak, D 92ky24-4 -- \-26 ON 0-K 5 (( IA* wt. c-)iOract6LL kf,4- Wutvt d© CL %%Jr\ lAtc, ckAdin.8 eAts u>bulck cr „ u.)vx-t_th (oc.n,LiA ( VLick\ne-r p7e1 n of c 0.0 es 'Comp) r qe)(3ct.c.cii mcvarets 514.6.n .nl.at LocLA ipotha °IN ib-AtStu) 1_161 MOICyjfk- • UppOf "cif (One, UL)W 4E. U-)PACICA >tW r&af kie!€ tiN5tM--E 9 )trte_e-d- A-Of 0.• e..rtki LG.( -c-CLatitf. GA 3304 1/97 Gulfstream A GENERAL DYNAMICS COMPANY Name Date Issue Task Number Model Subject C- ? t U i o� dei Page 'fact t1ITIb toph Csusk '�I 5 1 (0,015idQ(--A'al-ft, let d-orlelAtoA el Ot Ot-f Q co Ql I ob51 -r st-t ona 'LLrae( 11b b, oo? (, �( tmp% (1i6)yIIDA "7(v. �J K�2 pli,n)L4 iLnYckk — v71 L6 ¢� 7� 811 (k ,(0b 41)=1- 5z 12 ifi( 004 ci, t k to . = vgh \I ft.oltk. /foto( mass -#- otArid4 on (n um icac -'a mom el L U Lne\ \ 'AD4161( (.1/41 -;hitaCt4 bi ba rule. Q S Ae42VA ° Ep0 0 Pt( e,olw \ti- 11 � CA.tle Ckitqs C ok; \L-k' f ai\c-V1 0 r 6 —�7 tZ e )c- 0.1191014-5 -Fa ita.c k c'e s ulkank v USLrld oac\ ,VXCI)6(1711on 1X1 -c-cf- C.�. Ln.i . r d . e -onQci EC s t'Ll'ICS0L1-10() C1(0 (bb' K (WV X 271) GA 3304 1/97 Dimension Specifications Nominal Wall Size Thickness In. In. SQUARE Weight Nominal Wall Per Foot Size Thickness Lb. In. In. Weight Per Foot Lb. 2x2 21Q x21.2 3 x3 .1875 .2500 1875 .2500 1875 .2500 .3125 3/16 1/4 3/16 1/4 3/16 1/4 5/16 4.32 5.41 5.59 7.11 6.87 8.81 10.58 8x 8 .1875 .2500 .3125 .3750 .5000 .6250 .1875 3/16 1/4 5/16 3/8 1/2 5/8 3/16 19.63 25.82 31.84 37.69 48.85 59.32 22.18 .1875 3/16 8.15 9x 9 .2500 1/4 29.23 3v2 x3 V2 .2500 1/4 10.51 .3125 5/16 36.10 .3125 5/16 12 70 .3750 3/8 42.79 .5000 1/2 55.66 .1875 3/16 9.42 .6250 5/8 67.82 2500. 4 . 122 4 X 4 �� .3125 5/16 � . 14.23 -: .1875 3/16 24.73 .3750 .5000 3/8 1/2 17.27 21.63 10x 10 .2500 .3125 .3750 1/4 5/16 3/8 32.63 40.35 47.90 .1875 3/16 10.70 .5000 1/2 62.46 2500 1/4 13 91 .6250 5/8 76.33 42 X 411 .3125 5/16 16.96 .3750 3/8 19.82 .1875 3/16 29.84 12x 12 .2500 1/4 39.43 .1875 3/16 11.97 .3125. 5/16 48.86 .2500 1/4 15.62 .3750 3/8 58.10 5 x5 5/16 19.08 .5000 1 /2 76.07 .3750 3/8 22.37 .6250 5/8 93.34 .5000 1/2 28.43 .1875 3/16 14.53 14 X 14 .3125 .3750 5/16 3/8 57.36 68.31 .2500 1/4 19.02 .5000 1/2 89.68 6x 6 .3125 5/16 23.34 .6250 5/8 110.36 .3750 3/8 27.48 .5000 1/2 35.24 16x 16 .3125 5/16 65.87 .3750 3/8 78.52 .1875 3/16 17.08 .5000 1/2 103.30 .2500 1/4 22.42 .6250 5/8 127.37 7x 7 .3125 5/16 27.59 .3750 3/8 32.58 .5000 1/2 42.05 STOCKING A COMPLETE LINE OF STRUCTURAL STEEL -.c mamiNaw Steel Solutions You Can Count On Tel: 205- 664 -3670 • Fax: 205- 664 -3677 • www.saginawpipe.com 1 -800- 433 -1374 ODiMENSIONS AND SECTION PROPERTIES Of SQUARE 1155 Nominal Size Weight Wall per Thickness Foot b/t h/t Cross Sectional Area S r Z Torsional Torsional Stiffness Shear Surface Constant Constant Area J G Per Foot in. in. in. lb. in. in.2 in.4 in.3 in. in.3 in.4 in.3 ft.2 6 x 6 x 5/8 1/2 3/8 1/46 3/16 1/8 51 /2 x 51 /2 x 3/8 5/16 1/4 3/16 1/8 5 x 5 x 1/2 3/8 5/16 1/4 3/16 1/8 4 1/2 x 41/2 x 1/2 3/8 5/16 1/4 3/16 1/8 4 x 4 x 1/2 5/186 1/8 42.30 35.24 27.48 23.34 19.02 14.53 9.86 24.93 21.21 17.32 13.25 9.01 28.43 22.37 19.08 15.62 11.97 8.16 25.03 19.82 16.96 13.91 10.70 7.31 21.63 17.27 14.83 2.42 6.46 0.581 0.465 0.349 0.291 0.233 0.174 0.116 0.349 0.291 0.233 0.174 0.116 0.465 0.349 0.291 0.233 0.174 0.116 0.465 0.349 0.291 0.233 0.174 0.116 7.3 9.9 14.2 17.6 22.8 31.5 48.7 12.8 15.9 20.6 28.6 44.4 7.8 11.3 14.2 18.5 25.7 40.1 6.7 9.9 12.5 16.3 22.9 35.8 0.465 5.6 0.349 8.5 0.291 10.7 0174'` 20w 0.116 31.5 7.3 9.9 14.2 17.6 22.8 31.5 48.7 12.8 15.9 20.6 28.6 44.4 7.8 11.3 14.2 18.5 25.7 40.1 6.7 9.9 12.5 16.3 22.9 35.8 5.6 8.5 10.7 142 31.5 11.7 9.74 7.58 6.43 5.24 3.98 2.70 6.88 5.85 4.77 3.63 2.46 7.88 6.18 5.26 4.30 3.28 2.23 6.95 5.48 4.68 3.84 2.93 2.00 6.02 4.78 4,10 3.37 1.77 55.1 48.2 39.4 34.3 28.6 22.3 15.5 29.7 25.9 21.7 17.0 11.8 26.0 21.7 19.0 16.0 12.6 8.80 18.0 15.3 13.5 11.4 9,02 6.35 18.4 16.1 13.1 11.4 9.54 7.42 5.15 10.8 9.43 7.90 6.17 4.30 10.4 8.67 7.61 6.41 5.03 3.52 8.02 6.78 5.99 5.08 4.01 2.82 2.17 2.23 2.28 2.31 2.34 2.37 2.39 2.08 2.11 2.13 2.16 2.19 1.82 1,87 1.90 1.93 1.96 1.99 1.61 1.67 1.70 1.73 1.75 1.78 23.2 19.8 15.8 13.6 11.2 8.63 5.92 13.1 11.3 9.32 7.19 4.95 13.1 10.6 9.16 7.61 5.89 4.07 10.2 8.36 7.27 6.06 4.71 3.27 11.9 5.95 1.41 7.70 10.3 5.13 1.46 6.39 9.14 4.57 1.49 5.59 Mot'-- 6.213.10 ' 1.55 3.67 4.40 2.20 1.58 2.56 94.9 81.1 64.6 55.4 45.6 35.0 23.9 49.0 42.2 34.8 26.7 18.3 44.6 36.1 31.2 25.8 19.9 13.7 31.3 25.7 22.3 18.5 14.4 9.92 21.0 17.5 15,3 9.96 6.91 33.4 28.1 22.1 18.9 15.4 11.8 8.03 18.4 15.7 12.9 9.85 6.72 18.7 14.9 12.8 10.5 8.08 5.53 14.8 11.9 10.2 8.44 6.49 4.45 1.83 1.87 1.90 1.92 1.93 1.95 1.97 1.73 1.75 1.77 1.78 1.80 1.53 1.57 1.58 1.60 1.62 1.63 1.37 1.40 1.42 1.43 1.45 1.47 11.2 1.20 9.14 1.23 7.91 1.25 5.07 ' 1.28 3.49 1.30 16 I -B EAM Dimension Specifications Weight Depth Flange Web Per of Thick- Thick - Size Foot Section Width ness ness In. Lb. In. In. In. In. Weight Depth Per of Size Foot Section Width In. Lb. In. In. Flange Web Thick- Thick- ness ness In. In. 3 X 4 X 5.7 7.5 7.7 :a -. 3 3 T 4 - 4 „ 2 3/8 21/2 _„,...,2,,5/B 3r4 1/4 1/4 5/16 1" 3/16 3/8 3/16 ,y, "'VI C' 12 X 15 X 31.8 35.0 40.8 50.0 42.9 12 12 12 12 15 5 51/8 51/4 5 1/2 5 1/2 9/16 9/16 11/16 11/16 5/8 3/8 7/16 7/16 11/16 7/16 5 x 10.0 14.75 5 5 3 31/4 5/16 5/16 3/16 1/2 12X 50.0 15 5 5/8 5/8 9/16 18 X 54.7 18 6 11/16 7/16 6 X 12.5 17.25 6 6 33/8 3 5/8 3/8 3/8 1/4 7/16 70.0 18 61/4 11/16 11/16 20 X 66.0 20 61 /4 13/16 1/2 7 X 15.3 7 3 5/8 3/8 1/4 75.0 20 6 3/8 13/16 5/8 20.0 7 3 7/8 3/8 7/16 86.0 20 1/4 7 15/16 11/16 8 X 18.4 8 4 7/16 1/4 96.0 20 1/4 71/4 15/16 13/16 23.0 8 41 /8 7/16 7/16 24 X 80.0 24 7 7/8 1/2 90.0 24 7 1/8 7/8 5/8 10 X 25.4 10 4 5/8 1/2 5/16 100.0 24 71 /4 7/8 3/4 35.0 10 5 1/2 5/8 106.0 241 /2 77/8 1 1/8 5/8 121.0 241 /2 8 1 1/16 13/16 J R. B EAMS Dimension Specifications Weight Depth Flange Web Per of Thick- Thick - Size Foot Section Width ness ness In. Lb. In. In. In. In. 6 X 4.4 6 1 7/8 1/8 8X 6.5 8 21/4 1/8 10 X 9.0 10 2 3/4 3/16 12X 11.8 12 3 3/16 STOCKING A COMPLETE LINE OF STRUCTURAL STEEL amiNaiN Steel Solutions You Can Count On Tel: 205 - 664 -3670 • Fax: 205 - 664 -3677 • www.saginawpipe.com 1- 800 - 433 -1374