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HomeMy WebLinkAboutMiscellaneous - 1815 GREAT POND ROAD 4/30/2018ei $E . BC CALL® 2003 DESIGN REPORT - US Wednesday, August 04, 2004 14:20 Quadruple 13/4" x 117/8" VERSA -LAM® 3100 SP File Name: SLAVASH MAHALATI.BCC : FB01 Job Name: SLAVASH MAHALATI Description: Address: LOT 2 FOREST ST Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: MEN son 111=0§100=11 10-00-00 10-00-00 BO B1 7153 lbs LL 20438 lbs LL 2019 lbs DL 6730 lbs DL General Data 40 psf Version: US Imperial Member Type: Floor Beam Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 15-06-00 Live Load: 40 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would. rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning 'product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAM-, VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND - VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 20-00-00 B2 7153 lbs LL 2019 lbs DL Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 20-00-00 Live 40 psf 15-06-00 100% Dead 10 psf 15-06-00 90% 1 Unf. Area Left 00-00-00 20-00-00 Live 40 psf 07-06-00 100% Dead 10 psf 07-06-00 90% 2 Unf. Area Left 00-00-00 20-00-00 Live 30 psf 07-06-00 100% Dead 10 psf 07-06-00 90% 3 Unf. Area Left 00-00-00 20-00-00 Live 35 psf 14-00-00 115% Dead 15 psf 14-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 27167 ft -lbs 55.5% 115% 3 2 - Left Neg. Moment -27167 ft -lbs 55.5% 115% 3 1 - Right End Shear 7021 lbs 38.0% 115% 4 1 -Left Cont. Shear 11433 lbs 61.9% 115% 3 1 - Right Total Load Defl. U761 (0.158") 31.6% 4 1 Live Load Defl. U909 (0.132") 52.8% 4 1 Total Neg. Defl. -0.039" 7.8% 5 1 Max Defl. 0.158" 15.8% 4 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 4-5/8". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Beams 7 inches wide will be assumed to be either top -loaded only, or equally loaded from each side. Bolts are assumed to be Grade 5 or higher. Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt a=2" b = 2-1/2" c=4" d = 24" 1 Bi�i$EM BC CALC® 2003 DESIGN REPORT - US Tuesday, August 03, 2004 13:50 Quadruple 1 3/4" x 117/8" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB02 Job Name: SLAVASH MAHALATI Description: Beam under kitchen/dining rm Address: LOT#2 FOREST ST. Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 8085 lbs LL 1995 lbs DL General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12, Tributary: 14-00-00 Live Load: Dead Load: Partition Load: Duration: 40 psf 10 psf 0 psf 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDT-, BC OSB RIM BOARD T-, BOISE GLULAM-, VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND T"^ VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 12-00-00 12-00-00 131 23100 lbs LL 6651 lbs DL Total Horizontal Length - 24-00-00 B2 8085 lbs LL 1995 lbs DL Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 24-00-00 Live 40 psf 14-00-00 100% Dead 10 psf 14-00-00 90% 1 Unf. Area Left 00-00-00 24-00-00 Live 40 psf 14-00-00 100% Dead 10 psf 14-00-00 90% 2 Unf. Area Left 00-00-00 24-00-00 Live 30 psf 14-00-00 100% Dead 10 psf 14-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 35701 ft -lbs 83.9% 100% 2 2 - Left Neg. Moment -35701 ft -lbs 83.9% 100% 2 1 - Right End Shear 8117 lbs 50.5% 100% 4 11 -Left Cont. Shear 12913 lbs 80.3% 100% 2 1 - Right Total Load Defl. U477 (0.302") 50.3% 4 1 Live Load Defl. U558 (0.258") 86.0% 4 1 Total Neg. Defl. -0.08" 15.9% 5 1 Max Defl. 0.302" 30.2% 4 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4". Minimum bearing length for B1 is 5". Minimum bearing length for B2 is 1-3/4". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Beams 7 inches wide will be assumed to be either top -loaded only, or equally loaded from each side. Bolts are assumed to be Grade 5 or higher. Member has no side loads. Connectors are: 1/2 in. 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I will-shiriglethe roof to the -pump room and to the cabafla building or give you five hundred dollars and walk away, nothing more than that. I will also need to get access to the two dehumidifiers that are in the basement, the heater that is your garage - - - --- and -the two propane tanks -at once-. They areata rental cost -of $ 64.00 dollars a day: At this point, I see no advantage to leave them for another contractors use - the rental company will not allow it. I don't think you are taking several issues into consideration. Payroll - it's not just what the worker is paid --- - —in -his check. -There -are payroll taxes that -have -to -be matched -by --the company, workman'scompensation.-. insurance (based on the payroll) that have to be paid, benefits, etc. This is not the only job that J. Tierney ..-Construction-is involved in. -There is_a union affiliation with all.the unions. At a cost.of a.laborer of $16.40 per hour for benefits, carpenters are at an even higher rate, iron workers are at $ 22.50 for benefits - plus _-- - --------.. _ --their-hourly. rates on top_ of_the_benefits._-_ -__.-_ _.._._-______.. _.__The hole_in the_garage_(concrete wall) has to be fully dried out before protective liquid roofing material is applied, to ensure that there are no more leaks. Due to the weather, it was not drying. It takes time. As far as not completing anything, please refer to the list I have supplied you twice. Also, I would like for you to make phone calls on what it costs to dump building materials these days. I hope that the person that you are talking to really understands what's wrong with your home. It is evident to me that the person does not have the knowledge of entire project,-concerning"what it's going to take to finish this project. With all my experience in construction, you're in for a reality check on what it's really going to cost to clean it all up (basement)_ _believe that you will find -another qualified contractor to do the work, but not at the price that I gave you for all of the work that needs to be done. I wish you the best of luck. _vllcf7:a D a . ILA AQ -A,� Ik �10-r- 7<g- -XcIddol Ph4 A-P-o-�-v\i ova Y -/o it oA -1 cs� k iz-vv V5 NJ tk�kla WO T F- C`� 1��� kW I Tierney Construction 16 Balmoral Street Unit # G-3 Andover, MA 01810 (978) 475-2970 Mary Ellen Dolloff 1815 Great Pond Road North Andover, MA 01845 Re: Money and Work Completed Dear Mary Ellen, This comes as surprise to me, but I will go backwards, when we first met at your home on August 20,2004. We talked about what you wanted done and the price that it was going to cost to put this home back in good order (after many years of not properly doing the work or not doing it at all). As you and I agreed, the cost was going to be roughly $20,000.00 to $25,000.00, as stated to you, to do all of the work on your home that we had discussed. As we started the work, the garage was the first that you required to do. We did remove a lot of junk material, as there were 6 full pickup truck loads of stuff dumped. We also agreed that the roof on the pump room and the cabana room need to be done (they had not been done in 43 years). We agreed to paint the outside of both buildings and that will be done in a timely manner. As you can see, they have been stripped and new felt has been applied to the roofs of both of these buildings. The list of all of the work that has been completed was supplied to you on August 25, 2004 (copy supplied). I have personally gone on your roof today and sealed it with the proper adhesives to stop the leaks in your home. We both know it's going to rain on Monday night and Tuesday morning and I wanted to stop any further leaking. I plan on going back up there, in the next week, to ensure that there is enough roof cement there for the winter. Let me tell you the rest of the work and about what's it going to take to just do the liquid roof that is part of your patio area over the garage and leaking. First, the old roofing material has to be removed and the four areas of where the leaks are right now have to be repaired with new lumber, plywood, and facials boards. Then the rubber that goes below the liquid roofing material has to be laid down. At that point, the cold liquid has to be applied. This has been discussed with you and I have offered to place the cold liquid down at an angle (a Run off). That would make sense so that the run-off of water would be directed off the area. This will take about four days to complete. There will be approximately 2-3 more loads of building material to be dumped. n V Then what I thought was a very good plan was to let the dehumidifiers to run for another week to ensure that the area had dried out in your basement. Then we would take test areas and open the walls to ensure that there was no mold learking inside them. If there were, I had planned to remove all the drywall necessary to get at this problem and bleach out the walls using air masks and yes, the white suits to ensure our safety. I had also started to look for an in -the -wall dehumidifier for the area there, as to help in the future. Some of these designs are no good and some I'm looking into. In any case, I was going to get rid of I would not guarantee that it would not come back as people need to realize that air needs to move around and not sealed up to certain rooms. A dumpster will have to be brought in for the removal of all debris. The next project was going to be the windows, as we have discussed, all windows were going to be replaced and just maybe a Bow window for the front depending on the cost of the windows. At $400.00 per window the cost would have been $7,200.00 not including the bay window, but close. That does not mean that you will be able to pick out a $400.00 window, but a real nice one for about $260.00 or so depending on the style. The Pool area, I have a better idea of what's happening there, and would need to bring in a pool company to advise me of how to fix the problem. And, of course, set the pool up for the winter. As you have told me you do not know how to do this and neither do I. So, I would want to call Family Pool Center in Lawrence. In the last five years, I have never been asked to what you want me to. As I am a very honest person and very loyal to my customers that also include the Commonwealth of Massachusetts for Autistic Children. I have no complaints in any department in the Commonwealth, or other areas. If there is one, it's because I take my work too serious. I also try to protect the home -owner, above all. As far as money that you gave me on August 20,2004, ($5,000.00) I still have some of the money left - $1,163.29. As far as the bank tells me on today's date and I'm sure the purchases that were spent over the weekend on material at Home Depot for your home have not been posted to date. Mary Ellen, this is not a fly-by-night company, 1 am not a handyman. This is a Corporation that pays all taxes, insurance, workman's comp and so on. My name is the company, but I need to get paid for my planning, knowledge and.expertise. If you go to an attorney, and he tells you that his hourly rate is $ 150.00 per hour ... do you really think he is making $ 150.00 per hour? The same goes for a doctor. Their rates, as well as mine, have to cover a variety of expenses that go with the job. Mary Ellen, I asked you for another check for two reasons. One that if I needed labor or material that I would not be behind the eight ball trying to catch up with you. As it would not just continue to flow. This way, the work may proceed in a timely manner. ,1 I am now requesting another check for $ 5,000.00 to continue the work. Please let me know if you would like me to continue or not. If you do not, please let me know, as I will have to pick up the two dehumidifiers, the heater in the garage, two propane tanks to be returned to the rental company. I would like to continue the work, I have enjoyed working for you. I think that this entire project can be finished under budget, but I'm not the home -owner and not writing the checks. Please let me know either way. John 4. J. Tierney Construction 16 Balmoral Street Unit G-3 Andover, MA 01810 (978) 475-2970 August 25, 2004 Ms. Mary Ellen Dolloff 1815 Great Pond Road North Andover, MA 01845 Re: Construction / Repair Work Dear Mary Ellen, The following is a summary of what has been completed during J. Tierney Construction's first week of work for you. * Cleaned Garage of Debris * Removed Wood -work Bench (18' Long) * Placed All Tools on the left hand side of the garage * Completed (6) Dump Runs .... More to be done * Removed Wood Stove (Illegally Installed) * Removed all pipes / joints that were burned through * Removed a wooden structure (used table saw to cut into pieces) * Floor of this structure was rotten * Installed 10'x16' box for the future use of the jacuzzi (by pool area) * Installed two Commercial Dehumidifiers (Rented) * Installed one Propane Heater, 30 BTU (Rented) * Filled in concrete hole that was for the stove (into the foundation) * Trimmed tree limbs over the pump room * Removed old shingles to the pump room (10'4"x14') * Installed Felt Paper * Removed old shingles to the Cabana (24'x13'3") * Installed Felt Paper Page 2 Please note on the previously installed wood stove: This stove was installed (by the owner's husband) and was completely illegal. The installation of this stove has caused significant problems to the home. The vent alone, has caused many blow -backs (what that means is that when the stove was working, the vent that went outside was 3.5" long above the ground. This is far short of the normal, properly installed wood stove. This is how it occurred. When the stove was not running at night, the cold air (cold air sinks, hot air rises) would flow back down the pipe and a small amount of black dust would occur. Just like a normal burner when they fail ... blow -back. i Between labor, rental equipment and dump runs, I have just about exhausted your deposit. As previously discussed, another installment check will be required to purchase shingles and labor for next week. Best Regards, John J. Tierney President dolloff.doc J