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HomeMy WebLinkAboutBuilding Permit #470-14 - 410 GREAT POND ROAD 11/25/2013Permit N Date Issu TOWN OF NORTH ANDOVER 01 PLICATION FOR PLAN EXAMINATION Date Received I IMPORTANT: ADDlicant must complete all items on this Daae I LOCAT PROPERTY OWNER OUN C4 I j AIA A KAK- K Print 1d0 Year Old Structure yes MAP NO: PARCEL` ZONING DISTRICT: Historic District yes Machine Shop Villacle ves TYPE OF IMPROVEMENT PROPOSED USE Res' ential Non- Residential El New Building One family ddition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District ❑ Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: CQA1 0,4/ dPoRf��'U DVeg- tP-vv-�- e)C4tkI oR e,-{-A-i R OWNER: Name: " Ad Iress:_I] O . A040FOUR'T?a Address:%I) F�J or eA*I - rotid- K 01 Supervisor's Construction License: CJ Home Improvement License: ARCH ITECT/ENGINEE 0 Exp. Date: o/S Exp. Date:_ / b tt4 ©1 q Phone: Address: Reg. No. FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 51 5j 00e oo FEE: $ 1 V( Check No.: S � 2.1- Receipt No.: 114 NOTE: Persons contracting with unregistered contractors do not have acces the guars fund J Signature of Agent/Owner Signature of contracto Plans Submitted ❑ Plans ived 11 Certified Plot Plan ❑ Stamped Plans ❑ Building Department The foh,awing is a list of the required forms to be filled out for the appropriate. permit to be obtained. Roofivg, Siding, Interior Rehabilitation Permits ❑' Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all casts if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apo. -al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm-tted with the building application Doc: Doc.Building Permit Revised 2012 Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions._ Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A =F and G min.$100-$1000.fine NOTES and DATA — (For depar�men� use B Notified for pickup - Date Doe.Building Permit Revised 2010 runs -u Plans Submitted ❑ Plans Waived ❑ �I Certified Plot Plan ❑ Stamped Plans ❑ TYPE OP SEWERAGE]DiSPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc- ❑ - Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM Vv 5W - PLANNING DEVELOPMENT COMMENTSS d � 'n 6' CONSERVATION COMMENTS HEALTH COMMENTS Reviewed o DATE REJECTED DATE APPROVED Reviewed on Signature A Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit 1)PW Tns-,, ! Engineer: SiLynature: _- FIRE -DEPARTMENT - Temp Dumpster on site yes Located at 124 Mair Street Fire Department signature/date ' COMMENTS Located 384 Usg000 bireei no. Location ('Y %" (%►f� No.�Date �� f i Check#fir 271 TOWN OF NORTH ANDOVER Certificate of Occupancy $_,_ Building/Frame Permit Fee Foundation Permit Fee �$_ Other Permit Fee $ TOTAL Build ng Inspector 0 ENO F W x O p m C cu au_+ ]C LL Em N T Ln N oc U d z Z DLU J C O @ LCL 0 d' Eto :EC U LL W O LU LA z l7 z j d d' C U- w O W y z Q V �j J W C=O d' N '� N co C LL x O V a Za _ c7 CA K C LL z W G oC LCL ` aj Ca z N l LO Y LO GN .a O 0 Cc O C) W �QR G_ ai may. .z (� d y m a m Cl) W • 0 o �o Q h c�a 0 Zt'- N Noo�`�Q- �►• (D0 O* Q � L m n Z !— ;� cn� = aD cn c° C w W O CO t o = > a O:N0Q c XZ c W o 0 v C� �• cn 0 CD _ W ♦: v`: M 3 c W J 40: > CL CDCD O= v = o w y =o r =CD c .o coLU .. W = � A.- O O , w NN 0 o � N LU E N O O 1=— t Z C. 0 V I CD E Z D N d .E CDO d v cc m U) O .CL N O cc cc N rml L O CLV m N O m m H � C CD 00 O O' Q C � M Cc J -0 O ZCLv N N D U) U) W W 19 W U) UP 4 Round PERMACast' Columns ROUND PERMAC.ASI' COLUMN DIMENSIONS (,IN INCHES)* COL. s1zE A B C D E F G J K L O N R I T LENGI H wsu.(fo 6" 5%" 4s1" 9" 1'/6" 1s/6'' %1' Y4" IY4" 1%a" 8" 1" 6&" 3%�' 4%6" 4,6,8 8" 7%"6X" 10%=„ lea" 1%„ �" %" lY" l�" 9y" Y:" 2/," 4%" 4%]" s.Gs,i,lo 10" 9%" 8Ya" 131" 2'1" 2Y" �" �" 1%" I%" It'/," Y', ��" SY" 5" 6,,8.9,10,12 12" 11%" 9%" 16&" 2]/a" 2%a" V „�" l�" 2%" 13'/," % 2j^ la' 6/" S/' ,6,18 16,18la,lz,l4 14" 13%9" I IW 19Y2" 3'/e" 3%a" 1%" /a" 2" 2]/" 17" ]/" 2%" 7%' 7" 8�0,10, 12, 14 16" 15'/" 13%9" 22%8"4" 3W' IY" I" 2Y" 3" 19%" I" 3" 8y" 8" 810,12,I4,I6 18, 20 18" 17/2" 15%8" 2456/9" 4" 4" n I Y9 �, I /8 91 ,� 2/ 3/e ��e _2%" 1 /" I 10/" s� 9/ 8'X 10,12,14,16.18 2u,22 -2h :6 20" 19%2" 17%6" 1 27" 4'/4" 4Y:" 2" 1%6" 27" 3%9" 20,x' 1W' IO'/," IIY," 9" 10.12,14,16,18 20,2224 22" 21'/e" 19'/n" 301/4" 5%n" 4'/a' 2" 1 17." 3" 3%+" 271/2" 1%" 1O%" 12/," 10%1' 16,18,20,22, 2426 24" 5 23/s' I 21/4' 1 33L' ] S6' 1 S/4' 3 2/6" 3 2/6" I 3G' 4&" i 30/2' 1/2' l 10%' 5 13/6 5 11/6 12, 14,16, 18,20, 22,24,26,?830 28" 28" 24Y9" 38" 6%" G' 2%" 2Y8" 3Y4" 4'/," 33%8" IY2" 1044" 15&" II'/a" 20,22,24,26,28 30" 29%a" 26Y2" 41 Ya" GY::" 5'1" 2&" 3&' 4" 4'6" 38%,11 l &" 10 44" 141" 141"20,22,24,26,28 30 `There may be a variance of up to 1/4" in all dimensions. Fluted columns available in all diameters. See page 14 for Parallel dimensions. See page 16 for Ornamental Capital dimensions. \V Vl\L M JYVL11lG 1 L.I4Y119\�(1J 1 LOAD BEARING SPECIFICATIONS Split columns are not load bearing COLUMN DIAMETER STRUCTURAL LOAD 6" 8,000 lbs. Max 8" 10,000 lbs. Max 10" 14,000 lbs. Max 12" 18,000 lbs. Max 14" 20,000 lbs. Max 16" 20,000 lbs. Max 18" 20,000 lbs. Max 20" 20,000 lbs. Max 22" 20,000 lbs. Max 28" 20,000 lbs. Max 30" 20,000 lbs. Max Tuscan C.11, At,—w- t B 0 If 1. - A .1 N F G j �c'.��� E ,1 �1 Miscall Base ROUND YERMAC-ASV INSIDE DIMENSIONS Inside diameter may vary up to 1/8". Splitting a column will decrease inside dimension 1/8". COLUMN SIZE TOP I.D. BOT I.D. Inside Diameter 6" 31" 4Y" 8" 5W' 6'/e" 101,7%" 8%" 12" 8%9" 10W, 14" 1011, 121" 16" 12W15" 18" 14%" 16V 20" 1614" 19" 22" 1811/4" 20%" 24" 20&" 22%" 28" 22" 26%" 30" 25%" 286" SPLIT COLUMN ASSEMBLY {ITS HB&G now offers a split column assembly kit that utilizes a mechanical fastening system for easy and secure assembly. This kit can be purchased separately when ordering a factory split column or they can be ordered pre-installed on factory split columns. This new kit is available on select sizes. Taylor Made Construction 10 Fieldstone Way North Reading AM 01864 508-243-5254 Young and Jinah Park 410 Great Pond Rd. North Andover Ma. November 21, 2013 Proposal: To construct a new portico over existing masonry stairs. Dimensions and structure approximate to plan. Original 12" concrete footings four feet below grade are to be used. • HB&G 10" round columns with Tuscan bases and caps. Four full, two half. • Fir beadboard ceiling poly urethaned. •060 EPDM roofing. • White pvc decorative ballustrade. • 3.5" crown moulding at roofs edge. 8" breastboard with 3/4" quarter round at soffit • Painted white. Total $8,800.00 $4,400.00 to begin and $4,400.00 on completion. Massachusetts -Department of,Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-WO19 .Y I Is ANDREW V TAYOR 10 FIEL.DSTONE.'W c N READING MA -018 Expiration Commissioner 09/10/2015 Unrestricted - Buildings of any use group which - contain less than 35,000 cubic feet (991m3) of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS licensing information visit: www.Mass.Gov/DPS ✓�owv Office of Consumer Affairs and usiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 125545 Type: Individual 'a�rExpiration: 1/20/2014 TAYLOR MADE VICTOR TAYLOR 101 RESERVOIR ST CHERRY VALLEY, MA 01611 DPS-CA1 0 50M -04/04-G101216 Office ofCon�mer ffairs & ainess eguladl VR HOME IMPROVEMENT CONTRACTOR Registration: 425545 Type:1L2Expiration: 0/2014 IndividualADE a=== %- VICTOR TAYLOR, 101 RESERVOIR CHERRY VALLEY, Undersecretary Tr# 220091 ie Address and return card. Mark reason for change. u .. !dress� Renewal Lj Employment [] Lost Card License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston. MA 02116 , The Commonwealth of Massachusetts Department of IndustriqlAccidints Office of Investigations 600 Washington Street Boston, MA. 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers •i S Name (Business/Organization/Individual):, Address: city /t/ 10- UJA #: �qo 19 019 � 5`�as� Ar yyu an employer? Check the appropriate box: I.Vi am a employer with 4. ❑ I am a general contractor and I employees (full aad/o art -Per have hired the sub -contractors 2. ❑ 1 am a sole proprietor or pa - listed on the attached sheet. ship aud'have no employees These sub -contractors have working for me, in any capacity. workers' comp. insurance. 5. ❑ We are a corporation and its [No workers' comp. insurance required.] officers have exercised their 3. ❑ I am a homeowner doing allwork right of exemption per MGL myself. [No workers' comp, c. 152, § 1(4), and we have no insurance required.] i employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. E] Remodeling 8. [] emolition 9. VBuilding addition 10.0 Electrical repairs or additions 11.❑ Plumbing repairs or additions 12.❑ Roof repairs 13.❑ Other *Any applicant that checks box 41 must also fill out the section below showing their workers' compensation policy information. i Homeowners who submit this affidavit indicating they tie doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:. Policy # or S elf -ins. Lie. #: U `' y - 1 Expiration Date: L tl Job Site Address: �t 0 VN !� o City/State/ZipV Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL o. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as wells civil penalties in the form of a STOP. WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of lavestiRation,%,Vthe DIA. for insurance coverage verification. Ido liere cer ify Jder �thesndpenalties ofperjury that the information provided a ove is true and correct. Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Cleric 4. Electrical Inspector 5. PIumbing Inspector 6. Other " Uhnnc.if• TRAVELERSJ' WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6HUB-5B31 898-1 -1 3 ) RENEWAL OF (6KUB-5B31 898-1 -1 2 ) INSURER: THE TRAVELERS INDEMNITY COMPANY OF AMERICA 1. NCCI CO CODE: 13439 INSURED: PRODUCER: TAYLOR, ANDREW LINNANE INSURANCE AGENCY 10 FIELDSTONE WAY 280 MAIN STREET NORTH READING MA 01864 NORTH READING MA 01864 Insured is AN INDIVIDUAL Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 04-11 -13 to 04-11 -14 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 03-29-13 WC OFFICE: ORLANDO INDUS AFF 161 PRODUCER: LINNANE INSURANCE AGENCY 000674 77TGX ST ASSIGN: MA r(;H IAYL CPP *R 20LINN0078230 001864 STATE AUTO® rz Insurance Companies INSURED COPY BOP 2730624 00 BUSINESSOWNERS POLICY COMMON DECLARATIONS NAMED INSURED AND MAILING ADDRESS: AGENT NAME AND ADDRESS: First Named Insured Is Specified To Be: LINNANE INS AGENCY INC ANDREW TAYLOR 280 MAIN ST STE 101 10 FIELDSTONE WAY NORTH READING, MA 01864 N READING, MA 01864 POLICY PERIOD: AGENT TELEPHONE NUMBER: AGT. NO, From: 04/03/2013 To: 04/03/2014 (978) 664-2000 0078230 COVERAGE PROVIDED BY: Patrons Mutual Insurance Company of Connecticut A STATE AUTO INSURED SINCE: 2011 AUDITABLE POLICY: Yes POLICY STATUS: AFTER-HOURS CLAIMS SERVICE: Renewal -Standard 800-766-1853 or www.stateauto.com I IIC CUVt,1C1 C cUIU trtese aeclaratlons are ettective 12:01 AM Standard Time on 04/03/2013 at the above mailing address. BUSINESS ENTITY TYPE: BILLING ACCOUNT NUMBER: BILLING QUESTIONS? Individual CB00582169 Call 800-444-9950 X5118 Direct Bill Insured 4-Pav BUSINESS DESCRIPTION: Carpentry - Residential Upon valid payment of premium when due, these renewal declarations continue your policy for the period indicated. In return for the payment of the premium and subject to all the terms of this policy, we agree with you to provide the insurance as stated in this policy. PREMIUM SUMMARY BY COVERAGE PARTS AND POLICIES This policy consists of the following coverage parts or policies for which a premium is indicated. This premium may be subject to adjustment. COVERAGE PARTS PREMIUMS Businessowners Special Property Coverages $20.00 Commercial General Liability Coverage Part $573.00 Businessowners Extra Coverage $19.00 Commercial Inland Marine - See IM Declarations SM 50 00 $78.00 Terrorism (included in total below) POLICY TOTAL AT INCEPTION If terminated at your request, this policy is subject to a minimum retained premium of These declarations together with the Common Policy Conditions and coverage form(s) and any endorsement(s) identified on these declarations and attached to your policy complete the above numbered policy. Countersigned (Date) By (Authorized Representative) Issue Date 02/06/2013 10:11:04 AM BP 60 00 (01/08) Page 001 of 002 $8.00 $350.00 Issue Date, 02/06/2013. .10:11:04 AM BP 60 02 (01/08) Page 001 of 004 00onos v,imea: rLri 1AYL (;PF' * k 2OLiNN0078230 001864 STATE AUTO® ® Insurance Companies INSURED COPY BOP 2730624 OO COMMERCIAL, GENERAL LIABILITY COVERAGE PART DECLARATIONS g 0 COMMERCIAL GENERAL LIABILITY COVERAGE LIMITS OF INSURANCE: m Each Occurrence Limit $1,000,000 Damage To Premises Rented To You Limit $300,000 Any One Premises Medical Expense Limit $5,000 Any One Person Personal And Advertising Injury Limit $1,000,000 Any One Person or Organization General Aggregate Limit $2,000,000 Products - Completed Operations Aggregate Limit $2,000,000 0 0 v N AUDIT PERIOD ; M Annual N 0- 0 M 0 M CD DEDUCTIBLE LIABILITY SCHEDULE (See CG 03 00 for complete details) 0 0 0 Coverage Deductible Amount Basis 0 o Property Damage Liability $250 Per Occurrence APPLICATION OF DEDUCTIBLE - see endorsement CG 03 00 for any limitation on the application of this deductible. °�° Issue Date, 02/06/2013. .10:11:04 AM BP 60 02 (01/08) Page 001 of 004 00onos v,imea: 3 I mR J u 4 O i► �`- '� CL - ri-� (� , < 4 O N0 ,USS -f LVA+eP 5heJ P") a d ecv(zA+Ive— �A� PoST --:� PVC LV L K m Ti,(; \fz, r P� LVL R,yr) to LVL C v \ U vn nl fiL)p h) oc ( v� 0xIiSrt)til , , So"V K � p oR CK d SOW LV L- ,bfc� �0�- tvev C01L)mn/ L,VL V4 101+ej to CoUyw. ANS LVL- � vc�< c ,IL)►ylN co1uwiN base ScReu)ej 1N +o P.Ts c O 1 V I,` /V 6Arse- 1 - �,� � )o" FT-G;;�-r P�tid RSI P�iw q" Round PERMACast' Columns F ROUND PERMACAST' COLUMN DIMENSIONS (IN INCHES)* COL. size A B C D E F G I J I K L 0 N R T LENGTH AVAIL (ft) 6" 5%s" 4'/" 9" l''/," 1%r." '%,," %" I'/" I%" 8" 1" 67" 3%11" 4G," 4.6,8 8" 71/8" 694" 1092" 1'/a' 1'/4" '/," /4" I%" l%" 9'/<" 92 2'/4" 4Y," 49" 5,6,8,210 10" 9%" 8%" 139x" 2'/" 29" '/," '/<" I'/," i'/4"11'/4" s "' 2/, 5/< S 6s,210,12 12" 11%" 9%," 16'/2" 2%," 2'/s" '/u" '%a" 1'/," 2'/4" WV' '/+" 2%" 69R" y/° 166 6,18 ,12,14 14" 13%" I I%' 1992" 3%s" 39s" 1911" /e" 2" 2%s" 17" '/" 2%," 7%" 7" 0. 12, 14 1116, s, 16" 15%" 13%B' 229," 4" 392° 19s" 1" 29" 3" 19%" 1" 3" 8%R 8" s I0,12,14,I6 18.20 18" IN" 15%" 24%s" 4" 4" 1%" 19s" 2%" 3/ " 22/" 1/2 " 10/4 „ 9/11 8/11 10 ,12,14,16,18 20,22,24,26 20" 19 9:" 17%," 27" 4'/4" 4%" 2" 1," 27,' 3'/R 2414 192 10'/+ 1194„ `)„ Io, l2,l4,1c.18 20, 22 .24 22" s 2l/s" ' 19h" 30/" ' 5/" ' 4/" 2" 1W' i" 3%4" 27'/," I %" ] 0%," 12%" 10%" 24,2a,zo,zz, 24,26 24" y �� 236 21 /" 33/2" , rr 5b „ 5/4 , 2/c } 2/s' 3L' „ 4%0 30L" „ 1 /2 „ I O/4 13%R" y 11 /r." 12.14,16,18.20. zz,z4.zG,28,10 28" 28"�2Yg&3 6%" 6" 2%" 29s" 3'/4" 4'/" 33%11" 1%" 10'/4 15%" 11%" 20,22,24,26,28 30" 29%" 6'/:" 5'/" 2'/:" 3%�' 4" 4%" 38%" 192" 10%, 14'/s" 14'/a" 3022,24,26,28 'There may be a variance of up to 1/4" in all dimensions. Fluted columns available in all diameters. See page 14 for Parallel dimensions. See page 16 for Ornamental Capital dimensions. ROUND & J_0UARE VERMALAS"1— LOAD BEARING SPECIFICATIONS Split columns are not load bearing COLUMN DIAMETER STRUCTURAL LOAD 6" 8,000 lbs. Max 8" 10,000 lbs. Max 10" 14,000 lbs. Max 12" 18,000 lbs. Max 14" 20,000 lbs. Max 16" 20,000 lbs. Max 18" 20,000 lbs. Max 20" 20,000 lbs. Max 22" 20,000 lbs. Max 28" 20,000 lbs. Max 30" 20,000 lbs. Max ' NEW Adjusted Flutes Available $ee page 9 ROUND PERMACAS " INSIDE DIMENSIONS Inside diameter may vary up to 1/8". Splitting a column will decrease inside dimension 1/8". COLUMN SIZE TOP I.D. BOT I.D. Inside Diameter y 6" 3'/" 4'/," 8" 592„ 6,/r 10" 7%11" 8/," 12" 8%" 10'A" 14" 10'/," 12%" 16" 12%" 15" 18" 14%" 16'1% 20" 16%" 19" 22" 18%" 20%" 24" 207," 22%" 28" 22" 2692" 30" 25'/4" 28%" SPLIT COLUMN ASSEMBLY KITS HB&G now offers a split column assembly kit that utilizes a mechanical fastening system for easy and secure assembly. This kit can be purchased separately when ordering a factory split column or they can be ordered pre-installed on factory split columns. This new kit is available on select sizes.