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Home My WebLink About0677.02 Correspondence of CA9 6iy 4'F! d `' `` PLAN REVIEW RECORD tro � � e Correction List for HOLD#626.02 14'I4rpN pp. Typical Items Missing and/or Incorrect: R values: Wall section with R-value breakdown for walls (showing R-38 minimum in ceiling for residential) or an energy worksheet. Proper site development plan Plans show bonus room(s) Lacks Truss Overview Tie sump line into SSD Room additions, porches and like construction: Does not indicate set-back Lacks electrical schematics Other Items Missing or Incorrect: 1. Show size of roof rafters. 2. Trellis support columns must be below frost line and rafters must be sized for span and load. Show on plans. 3. Is there any heating or cooling in this new structure. 4. Show all electrical in the new structure. 5. Specify the type of glass at the front door and windows to the side of the door. Tempered glass must be used as required per IRC 308.5 (5). LOT/SUBDIVISION or ADDRESS: 10713 Kingsmill Date of Review: 6-10-02 Reviewer: (Print) JIM OCHS: 571-2476 Fax: 571-2499 Date Called or F AX'e d: 6-10-02 Date Items Resubmitted: 6 -/t/-o Check here ONLY if final approved for issuance. Dept. of Community Services Permit Services Office Ph.: (317) 571-2444 Fax: (317) 571-2499 i � a S:Permits/Plan Review Record/Form CITY OF CARMEL 40. � DEPARTMENT OF COMMUNITY SERVICES �tr ol `= ° o,7�� TRANSMITTAL Date: 6 - /Q To: A Av✓e,(a_ Fax _ Number: E z e{— /5 O 3 From: Jim Ochs,Building Inspector Dept. of Community Services One Civic Square Carmel, IN 46032 email: jochs@ci.carmel.in.us Phone. 317- 571-2476 Fax 317- 571-2499 ❑ The material you requested ❑ For your information • or review and correction ❑ For approval Subject: ?Di [A. 3 j u--- / v 7/? E- Number of pages: Z- NOTES: s:permits/transmittal for Ochs P. 01 * * TRANSACTION REPORT JUN-10-2002 MON 09:46 AM FOR: * �c * DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP * JUN-10 09:45 AM 98241503 **' **" 0 SEND BUSY 789 TOTAL : OS PAGES: 0 �c CITY OF CARMEL of DEPARTMENT OF COMMUNITY SERVICES a TRANSMITTAL 4(0 �•i[d/li,ilf Date: /0 a2 To: M Aev vt_(a_^ Fax Number: Z (7— /57 0 3 From: Jim Ochs, Building Inspector Dept. of Community Services One Civic Square Carmel, IN 46032 email: jochs@el.carmel.in.us Phone. 317- 571-2476 Fax 317- 571-2499 0 The material you requested 0 For youx information •I ?or review and correction ❑ For approval P. 01 * TRANSACTION REPORT JUN-10-2002 MON 09:54 AM FOR: * DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP * JUN-10 09:53 AM 93178241503 **' WOK" 0 SEND BUSY 792 TOTAL : OS PAGES: 0 CITY OF CARM.EL 1�{f<k14 of C4q DEPARTMENT OF COMMUNITY SERVICES ;M '^ d TRANSMITTAL Date: ~ /0 0 To: E Anrve Fax Number: i 2 < - /S O3 From: Jim Ochs, Building Inspector Dept. of Community Services One Civic Square Cannel, 1N 46032 email: jochs@ci.carmel.in.us Phone. 317- 571-2476 Fax 317- 571-2499 U The material you requested ❑ For your information ,,, For review and correction ❑ For approval r--. Mar?. O3 1O:43A P. O1 4 Fax Transmittal likk 0 Pinnacle Engineering, Inc. . Page 1 of 3 Attention: • Fax Number: Front 11 Kip Ping S+•t.--p ctA i-t;..- 2 t„}• 507 I 1 Steven Hudepohl r r1 F{ IIVIAfti3 1 1 D 4(,• y l 7 Z. Stephen Alexander PE!Project No.: orp z. L _ .' Project Name' S1 m O Documents transmitted: As Requested 0 For Your Use 0 For Review & Comment 0 Comments: Originals /have ❑ have not been sent by mail 4520 Cooper Road a. Suite 300 Cincinnati, Ohio 45242 a (513) 984-1663 a Fax (S13) 984-1688 0. 0 02 0 ' (:) -03 1O: 43A P. 02 A Memorandum AMAMI' Pinnacle Engineering, Inc. Project No: 99252.00 Date: March 5, 2003 _ EJ Analysis Summary ❑ Field Notes Subject: Simon Residence South Wing Addition ❑ Phone Conversation To: Stephanie Johnson — '- RWA Architects Inc. -- - __ _______ 2771 Observatory Ave. Cincinnati OH 45208 Distribute By: ® FAX Regular Mail From: Stephen E. Alexander ❑ This is to confirm that I have reviewed the drawings for the above referenced project (latest revision dated 09-10-02) for the use of the "Power Beam" product manufactured by Anthony Wayne Products Co. A copy of the product information is attached_ Based on the on site conditions, I understand that a header having the minimum size 5 %" x 11 7/8" has been utilized in place of the headers marked on the drawings as (3) 2x12's and (3) 1 3/+ x 11 7/8 LVL. Locations are marked on the plan notes on sheets A2.1 and A2.2 Based on the code required loads, the existing headers are satisfactory as built. The use of the Power Beam product as indicated is satisfactory. I trust that this memo is suitable for your needs. • • Stephen E. Alexander P.E. % `�pr ' 4 li•1i 1 N.A RiisIDENT 4520 Cooper Road A Suite 300 A Cincinnati. Ohio 45242 A. (513) 984. 1663 A Fax (513) 984- 168fi -.v:`4. P.03 • • 4fFM .. 7 TITI . , , )1 ' f t i t.:, :,.p. ± . ,re � Su . ies ; ;r i1 a)'c;;i:T0,$ztit.,il' 627.3 .,', v ). , it,i/[�).:'ii .;ittl 1 I ,.) f . 1 minniiiiiimiiiinmarmissemnimmiiiiiiiiiiiiiii Clear Allowable PLF Ream Anthony 30F Multiple Lumber Multiple Span Load(LLTFL) Application Power Heart• ' F Lumber Timbers #1 Southern Pine #1 Douglas Tier Larch' arch' #1 Dot Fir' • 8' 600/900 Floor 3-1/2 x 7-]/4 3 ply-2 x 12 16' 450l650 3ply-2x 12 6x 12,8x lU Floor 5-1/2x11-1/4 6 ply-2x12 Rply 2 x 12 Rx14,12x12 24' 170/250 Floor 3-1/2 x 14 6 ply-2x12 7pfy-2x12 8x14, 1Ox12 6' 4425/4425 Roof (1.15) 5-1/2 x 9 1/4 7 ply-2 x 12 7 } 2 12 ply- x IOz16, 12x14 16' 530/700 Roof (1.15) 3-1/2x11-7/8 6ply-2z12 7ply-2x 12 8x14,10x12 18' 480/64(1 Roof (1.15) 5.1/2x 11-1/4 7ply-2x 12 8ply-2x 12 8x14,12x_12 Clear Allowable PLF Beam Anthony 30F LVL' Pnrallams' r Stcelb Span Load ILU_ITL) , Application Power Bear!' 36 ksi 8' 600/900 Floor 3-1/2 x 7-1/4 2 ply- 1-3/4 x 7-1/4 3-1/2 x 7-1/4 W6 x 9,W8 x 10 16' 450/650 Floor 5.l/2 x 11.1/4 3 ply- i•3/4 x 1 1.7/R 5.1/4 x 11-7/8 w 10 x 12,W R x 15 24' J70/250 Fluor 3-1/2x14 2 ply- 1-3/4 x 16 3-1/2x16 WIOx 15,W12x 14 6' 4425/4425 Roof (1.15) 5-1/2 x 9-1/4 2 ply- 1-3/4 x 9-1/2 5.1/4 x 9-1/2 WIOx 1; WRx 15 16' 530/700 Roof (1-15) 3-1/2 x 11-7/8 2 ply- 1-3/4 x 14 3-1/2 x 14 W8 x 15,Wl2 x 14 18' 480/640 Roof (1.15) 5-1/2 x 11-1/4 3 ply- 1-3/4 x 11-7/8 5-1/4 x 11.7/8 W1(hc15,W12 x 14 Design values used for this table follow: `Southern Pine 411 from NDS Supplement Table 4B 'Douglas Fir Larch II from NDS Supplement Table 4A 'Douglas Fir Larch 441 from NDS Supplement Table 41) 'LVL Design Values:Ps=2925 psi,F.=285 psi.MOE=2,(XX),(100psi 'Parallanla resign Values:Ps 2900 psi,Fv=290 psi.M()E=2,000,( )psi,r.,01.,,,.i..rteultr[d track mkt DT Trus ioiss a wr.ycrh„runp NVti M..% "Steel Design Values are based on 36 ksi steel using the Seventh Edition of the Steel Construction Manual Power Beam Substitution for PSL or LVL IDrsigii Corner! from PSI-or 1.9 1.3•-1/2" by Smut 9-I/4" 1,1-1 n" 11,.1/4" 11-7/8" 1.9•' 16" IX" Replace with 30F,Power Beam 3-1/2"by 4'to 30' 9-1/4" 11-1/4" =EMI 14" ONIM11111 18" Design i'tan s•t't from PSL or LVI.5-1/4"by Span '1.1/4" 9-1/2" 1I.1/4" 1"1-7/8" 14" 16" 18" Replace with 30F,Power Beam 5-1/2"by 4'to 30' 9-1/4" 1111:115.11111"1/4" 111111Eall 14" 16" 18" Notes: 1. Comparisons are based on uniform loads and the most restrictive of simple span and two-span continuous using equal spans. Beams are assumed to be loaded on the top edge with continuous lateral support along top edge. 2. Allowable design valuer;used for comparisons are as follows: F5(psl) T.(psi) E(psi) Power Ream* 3000 290 2.1 x 106 PSL or LVL 2925 290 2.0 x 10' 3 . PSL and LVL refer to Parallel Strand Lumber and Laminated Veneer Lumber respectively, 4. Substitution table should be used only for comparing structural capacity of 30F Power Ream with LVL or PSL.This table should not be used for size selection.See Allowable PLF or Size Selection Tables for appropriate design criteria and member size. *Refer to page 17 for F,and F adjustments. 2