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Home My Public Portal AboutSIXTH AV_1310 1OF5.pdfCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/10/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 050282 PROPOSED USE: NEW RESIDENTIAL BLDG - SF MODULAR OCCUPANCY TYPE: P CONTACT NAME J A KIMBRELL CONTACT ADDRESS 321 NEWINGTON HWY CONTACT CITY STATE ZIP SYLVANIA GA 30467 -4610 PROPERTY ADDRESS 1310 SIXTH AVE APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org )4givoa 7,,7bre.// Neecis 012) 62e9--14-1-23 &Hz) qsz9 - 3 i �3 Canity, Th u cs d 4?n I tl. ek)c-K t tas 4/' Q Q • -4-Lsu 1'h . b_e_Q_ym -C s ", . --Tr, r. k- s b r, p 0 1- O`? - °! C aS e 0 -E -De Thy 'a 171 (LJ e ,7\* cA-h 0_0„-\ -ce) \0 67+ �j Ck--) ciec_Dr� to 144 J---1 A--74.,1,d C.__ Page 1 of 1 Chuck Bargeron From: Manager [Manager @corneliageorgia.org] Sent: Thursday, June 21, 2007 4:18 PM To: Chuck Bargeron Subject: Arnold Kimbrell, 1310 Sixth Avenue Chuck per our conversation regarding Mr. Kimbrell's house at 1310 Sixth Avenue and the tree that was cut without a permit. Right before I left he decided that he would mitigate the tree by planting back inch for inch. I went to this property and his property on Live Oak to verify that the trees were indeed planted. They were planted and he had enough inches to cover the mitigation of this tree. I am sorry that I did not document the file accordingly but he did plant enough trees to cover the mitigation. Donald Anderson City Manager, City of Cornelia 706 - 778 -8585 manager @corneliageorgia.org 1.0) q _ Live o-K /3 /o 6g-, , O\ , t 0AleS 0 Z, Cz--X.1 Si-1415 Plicrls L/-(c - - - /-- ,2-t)c- l7CMC . 06/25/2007 \4`,f-c-e,t1 e_A as 0 ) r Lot/xAg- . `r"* I cis -a1 :‘, Lo -$1 -S0 '9--zt • °'i' Z —G.) t c^-, .lam ° �L 1..-a"'tS _3; od a t _Jo' j- • L, • i7 v1 • bdaJ SJ � GV� c5 \k9 _�Jfi ,c 5 o d •fi ' c ,0 c DATE ISSUED: 04/10/08 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW NEW RESIDENTIAL BLDG - SF MODU 1310 SIXTH AVE J A KIMBRELL 321 NEWINGTON HWY SYLVANIA GA 30467 -4610 J A KIMBRELL 321 NEWINGTON HWY SYLVANIA GA 30467 -4610 1280 P $3,664.25 PROJECT VALUATION $96,000.00 PERMIT #: 050282 d 5 O J vyp TOTAL BALANCE DUE: $ 306.25 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. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisengincCcr7bellsouth.net March 30, 2008 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: INVOICE RECEIVED 0 3 -,3 o -08` (912) 786 -9539 RE: Lot 279 6th Avenue for Kimbrell & Reddick Invoice # 20504202 08 -21 -07 0.50 hours Site visit with Joe Wilson & email report 08 -30 -07 0.75 hours Site visit, discussion with Owner's Engineer & email report 03 -28 -08 0.50 hours Site visit and concurrence 1.75 hours @ $175 /hour = $306.25 Total Due This Invoice Please note that acceptance of this project included evaluating a changed design. 3722 0- 52 12 02 04-to-o5> D� Z a.18,42,04 ? 0 S- Dianne Otto From: Sent: To: Subject: Joe Wilson Tuesday, April 08, 2008 12:20 PM Dianne Otto RE: Kimbrell Driveway is 26.5 ft wide. If he would move the southern driveway delineator north of the stump he should be okay. Tree has been removed. Original Message From: Dianne Otto Sent: Tue 4/8/2008 10:52 AM To: Joe Wilson Subject: FW: Kimbrell Joe: OL -oG` - 0K- ,,{ ? er k :.� rel I , m ar lar In a s 6,02.a-s,, vv; Please send me your comments on Kimbrell / 1310 Sixth Avenue. Thank you, Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.orq Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] Sent: Sunday, March 30, 2008 11:19 PM To: Dianne Otto Cc: Brannyn G. Allen Subject: Kimbrell Attached is my invoice and my email file for your ease in explaining the visits if necessary.. 1 Apr 01 08 08 44a BOSWE"LL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897- -6932 LAHBOSOBELLSO UT "H_ NET March 31, 2008 Brannyn Allen Planning and Zoning Tybee Island, Georgia Re: Arnold Kimbrell Project 1310 6 th Street Tybee Island, Georgia Brannyn, p.1 As per the owner's request, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project seems to be in substantial compliance with the approved drainage plan with the exception of the following : 1. Because of varying site conditions, a sodded strip was utilized in lieu of swales to prevent run -off from affecting the adjacent property owners on the north side of the site. 2. A small retaining wall was installed on the east and south sides of the project to prevent run -off from effecting adjacent properties. We have accepted these alternates as methods of storm water control. The gutters and downspouts were not installed at the request of the owner. Upon inspection of the roof and as per a brief conversation with the owner, it is our belief that absence of the gutters and downspouts should not cause a problem to the adjacent property owners. If in the future, roof run-off causes problems with the adjacent property owners, gutters and downspouts will be installed at that time. Sincerely, Mark Boswell APR -01 -2008 07:39 96% P.01 Dianne Otto From: davisenginc @bellsouth.net Sent: Sunday, March 30, 2008 11:01 PM To: Brannyn G. Allen Cc: Annette_Williams0l; Dianne Otto Subject: 205042 Site visit on Friday, March 28th On Friday 03 -28 -08 Joe and I met with Arnold Kimbrel and his Engineer, Mark Boswell. The grassing met the minimum standards for the site stabilization required. According to Mark the site drainage was still to the front after intial retention in the rear against a low bulkhead. This bulkhead was constructed out of 8" wide timbers along the rear property line. This revised drainage concept was implemented to allow large trees along the side lot lines to remain. The permit plans did not show a conflict with these trees. I find the site grading to be acceptable. I recommend that the Engineer's certification letter from Mark describe this changed condition or at least reference our meeting on the 28th. As the driveway is grassed, Joe was to review the edging prior to signing off. Downer I'm good. Original message from davisenginc @bellsouth.net: Brannyn, In addition to trees interfering with the implementation of the approved drainage plan, this lot has final stabilization issues. Bare soil, no permanent cover, etc... If Hodad has the time and would like to attend to be aware of how Joe and I have been addressing such issues, please copy him on this email. Downer Original message from "Dianne Otto" <Dotto@cityoftybee.orq >: Downer and Joe: There are a few sites that have requested site visits on Friday. I'm working on a complete list for you. One of them is Mr. Kimbrell. He said that he and Mark Boswell will be at the 1310 Sixth Avenue site at 10:00 am on Friday. He would like you two to meet them there then. Let me know if you can not meet with them at that time. Thank you, Dianne K. Otto Administrative Assistant Building & Zoning d otto(a)citvoftybee. orq Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 ********************************************* * * * *** * * * * * * * * * * * * * ** * * * * * * * *** ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 3 p IAA A n .a 1 / 0 %•i/'1 X /.n ) fr)--, P� t v b 0 u Cb iU Dianne Otto From: lahbos [Iahbos @bellsouth.net] Sent: Tuesday, March 11, 2008 7:23 AM To: Dianne Otto Subject: Re: 205042 1310 6th Avenue Kimbrell & Reddick he should be seeding or mulching soon with a small wood retaining wall. Original Message From: Dianne Otto To: lahbos Sent: Monday, March 10, 2008 3:41 PM Subject: FW: 205042 1310 6th Avenue Kimbrell & Reddick Mark: See Downer's comment below. Dianne K. Otto Administrative Assistant Building & Zoning dotto @citvoftvbee. orq Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 From: davisenginc@ bellsouth. net [mailto :davisenginc @bellsouth.net] Sent: Friday, March 07, 2008 3:42 PM To: Brannyn G. Allen Cc: Dianne Otto; Joe Wilson Subject: 205042 1310 6th Avenue Kimbrell & Reddick Beloware my past comments. Mark's idea or retention may work, but I still prefer to route as much water to the front as possible. The site was still bare and not stabilized on my site visit a week ago. Lot 279 6th Avenue for Kimbrell & Reddick Tybee Island, GA 082107 Tuesday at 11:am visited the site with SW DPW From: "Joe Wilson" <jwilson @cityoftybee.org> Add to Address Book Date: 2007/08/30 Thu AM 08:14:57 EDT To: < davisenginc @bellsouth.net >, "Dianne Otto" <Dotto @cityoftybee.org> CC: "Brannyn G. Allen" <bgallen @cityoftybee.org> Add to Address Book Subject: RE: RN: 1310 6th ave. 205042 I concur. Original Message IFrom: davisenginc @bellsouth.net jmailto :davisenginc(a�bellsouth.neti Sent: Thu 8/30/2007 7:38 AM To: Dianne Otto; Joe Wilson Cc: Brannyn G. Allen Subject: Re: FW: 1310 6th ave. 205042 I believe this Owner is Arnold Kimbrel. This is the site that had a single row of sod laid around the perimeter with the rest of the site being bare. Based on site observations when Joe & I last visited the site two weeks ago, I believe this design approach is acceptable. It is my understanding Joe shares my concerns that: 1) Retention should be bioretention with ground cover and pla nt selections made with regard to their ability to withstand submersion, intense watering and some drought tolerance. 2) Retaining should be by structural methods that are durable (not easily removed) and that do not present an appearance that might motivate the Owners to remove them. I have these concerns over the 6" border at Fred Buck's. However, while Tybee allows and encourages innovative design alternatives we do not have standards related to the items 1 &2 above. Therefore, the two concerns listed ablve are stated for information purposes only. As I reminded Mark Boswell, Engineer for both Kim brell and Buck, ground cover must be established on any project prior to Joe and I signing off. Pine straw suggested as ground cover must be limited to areas outside the areas of storm water retention. Areas subject to submersion must have grass cover established prior to acceptance by the City. Once concurrence or additional comm ent is given by Joe, please forward this email to Mark. Downer From: "Dianne Otto" <Dotto @cityoftybee.org> Date: 2007/08/29 Wed PM 06:09:21 EDT To: "Joe Wilson" <jwilson @cityoftybee.org >, <davisenginc @bellsouth.net> Subject: FW: 1310 6th ave. 205042 Joe and Downer: See Mark Boswell's email below. Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 Original Message From: lahbos [mailto:lahbos(a�bellsouth.net] Sent: Wednesday, August 29, 2007 6:04 PM To: Dianne Otto Subject: Re: 1310 6th ave. 205042 I would like to propose the same solution that we used at Fred Bucks at 1210 Jones. This was a treated wood retaining wall. Please let me know if this is acceptable. Thanks Bos Original Message From: "Dianne Otto" <Dotto @cityoftybee.org> 2 To: <lahbos @bellsouth.net> Sent: Tuesday, August 21, 2007 2:07 PM Subject: FW: 1310 6th ave. 205042 See below. Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 Original Message From: davisenginc @bellsouth.net jmailto:davisencinc bellsouth.netj Sent: Tuesday, August 21, 2007 2:04 PM To: Joe Wilson; Dianne Otto Subject: Re: 1310 6th ave. 205042 I concur. The grading on the site is nowhere near that shown on the approved drainage plan. One additional option beyond the two Joe and I discussed at the site is for the Engineer to demonstrate on revised or redlined plans (with supporting calculations) that the runoff to the rear across the property of others will not increase up to and during the 25 year storm. Joe and I are open to other options the Engineer may have. On this project, Mark Boswell is of a different opinion than Joe and I. If Mark can demonstrate through suitable calculations that runoff will not increase during a 25 year storm to the properties of other then I can approve the existing site. I am doubtful of that. Please feel free to copy others on this email as you deem necessary. I only ask that you copy me on any such correspondence. Downer From: "Joe Wilson" <jwilson @cityoftybee.org> Date: 2007/08/21 Tue PM 12:29:37 EDT To: "Dianne Otto" <Dotto @cityoftybee.org >, <davisenginc @bellsouth.net> Subject: 1310 6th ave. Diane, Downer and I looked at this site this a.m. The swales were not installed as were submitted by Boswells drainage plan. They can do 1 of 2 things,install gutters to bring the roof runnoff to the front (west) of the house or install the swales as submitted. ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** ************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Dianne Otto From: davisenginc @bellsouth.net Sent: Friday, February 22, 2008 2:56 PM To: Dianne Otto Cc: Allen Brannyn; Joe Wilson Subject: Lot 279 6th Avenue for Kimbrell & Reddick Tybee Island, GA 205042 The site is not graded in accordance with the approved plan. Based on the existing grading it appears that drainage relief for the rear half of the site is onto the rear of properties to the east. I will accept the site grading when the Engineer can provides documentation to my satisfaction that the constructed site will not increase runoff onto these lots to the east. The site is mostly bare. Site stabilization must be provided prior to my signing off on the completed project. Downer 02 -ZS -vim c0 t1- k.0 10 .) tit Dianne Otto From: davisenginc @bellsouth.net Sent: Thursday, August 30, 2007 11:48 AM To: Dianne Otto; Joe Wilson; Brannyn G. Allen Cc: lahbos @bellsouth.net Subject: Re: FW: FW: 1310 6th ave. 205042 I offer the following clarification to Mark's comments (in quotes). "I'm assuming the answer is yes - that this method will be acceptable." As I stated, based on site observations when Joe & I last visited the site two weeks ago, I believe this design approach is acceptable. I cannot approve until the submittal is reviewed. "Retention is not necessary as this is a single family residential lot, this exercise is to prevent water from migrating to adjacent properties. therefor I do not believe the "water loving" plantings should be necessary." Neither detention or retention is required if the storm water is routed to the street. Retention by a berm or wall is required to prevent runoff increasing onto the property of others as in this case. Mark has submitted other single family lots with calculations verifying storage of increased runoff. Retention can be as on this lot or 1210Jones. Alternately, retention can be underground as on the Gay lot on 1st street. If there was an acceptable release at the rear then detention would require less storage. As for my comments regarding plant for water absorption, my written statement was no different that previous comments in conversations with Mark at projects such as Howard Reeve's Chatham Avenue minor subdivision. There Joe and I have observed standing water in the the northern most retention basin. It is my understanding that bioretenion is recommended to accelerate the removal or standing shallow water and minimize the associated problems. "I agree completely if this were a commercial site." No comment. "Ground cover will probably be establised after the retention question of method is resolved. There really should be two checks of the final site - one before grassing and one after - this way the owner will not have the expense of ripping out sod if all else is not right." Mark is aware of the potential for landscaping to change sites after inspection of bare areas. Joe and I are OK with an inspection prior to stabilization to avoid unnecessary costs in correcting grading errors. However, final approval of the site cannot be given until it is stabilized. This clarification is offered to avoid future confusion on the part of any persons copied and to assist Mark in proceeding with any appeal he may feel warranted. From: "Dianne Otto" <Dotto @cityoftybee.org> Date: 2007/08/30 Thu AM 09:41:46 EDT To: <davisenginc @bellsouth.net >, "Joe Wilson" <jwilson @cityoftybee.org> Subject: FW: FW: 1310 6th ave. 205042 Downer & Joe: Please see the email from Mark Boswell below. Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 Original Message From: lahbos [mailto:lahbos @bellsouth.net] Sent: Thursday, August 30, 2007 9:30 AM To: Dianne Otto Subject: Re: FW: 1310 6th ave. 205042 I'm assuming the answer is yes - that this method will be acceptable. Retention is not necessary as this is a single family residential lot, this exercise is to prevent water from migrating to adjacent properties. therefor I do not believe the "water loving" plantings should be necessary. I agree completely if this were a commercial site. Ground cover will probably be establised after the retention question of method is resolved. There really should be two checks of the final site - one before grassing and one after - this way the owner will not have the expense of ripping out sod if all else is not right. Thanks Bos Original Message From: "Dianne Otto" <Dotto @cityoftybee.org> To: <lahbos @bellsouth.net> Sent: Thursday, August 30, 2007 8:23 AM Subject: FW: FW: 1310 6th ave. 205042 Mr. B: Please read Joe Wilson's and Downer Davis' emails below. Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 Original Message From: Joe Wilson Sent: Thursday, August 30, 2007 8:15 AM To: davisenginc @bellsouth.net; Dianne Otto Cc: Brannyn G. Allen Subject: RE: FW: 1310 6th ave. 205042 I concur. Original Message From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] Sent: Thu 8/30/2007 7:38 AM To: Dianne Otto; Joe Wilson Cc: Brannyn G. Allen 2 Subject: Re: FW: 1310 6th ave. 205042 I believe this Owner is Arnold Kimbrel. This is the site that had a single row of sod laid around the perimeter with the rest of the site being bare. Based on site observations when Joe & I last visited the site two weeks ago, I believe this design approach is acceptable. It is my understanding Joe shares my concerns that: 1) Retention should be bioretention with ground cover and plant selections made with regard to their ability to withstand submersion, intense watering and some drought tolerance. 2) Retaining should be by structural methods that are durable (not easily removed) and that do not present an appearance that might motivate the Owners to remove them. I have these concerns over the 6" border at Fred Buck's. However, while Tybee allows and encourages innovative design alternatives we do not have standards related to the items 1 &2 above. Therefore, the two concerns listed ablve are stated for information purposes only. As I reminded Mark Boswell, Engineer for both Kimbrell and Buck, ground cover must be established on any project prior to Joe and I signing off. Pine straw suggested as ground cover must be limited to areas outside the areas of storm water retention. Areas subject to submersion must have grass cover established prior to acceptance by the City. Once concurrence or additional comment is given by Joe, please forward this email to Mark. Downer From: "Dianne Otto" <Dotto @cityoftybee.org> Date: 2007/08/29 Wed PM 06:09:21 EDT To: "Joe Wilson" <jwilson @cityoftybee.org >, <davisenginc @bellsouth.net> Subject: FW: 1310 6th ave. 205042 Joe and Downer: See Mark Boswell's email below. Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 Original Message From: lahbos [mailto:lahbos @bellsouth.net] Sent: Wednesday, August 29, 2007 6:04 PM To: Dianne Otto Subject: Re: 1310 6th ave. 205042 I would like to propose the same solution that we used at Fred Bucks at 1210 Jones. This was a treated wood retaining wall. Please let me know if this is acceptable. Thanks Bos Original Message 3 From: "Dianne Otto" <Dotto @cityoftybee.org> To: <lahbos @bellsouth.net> Sent: Tuesday, August 21, 2007 2:07 PM Subject: FW: 1310 6th ave. 205042 See below. Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 Original Message From: davisenginc @bellsouth.net [mailto:davisenginc @bellsouth.net] Sent: Tuesday, August 21, 2007 2:04 PM To: Joe Wilson; Dianne Otto Subject: Re: 1310 6th ave. 205042 I concur. The grading on the site is nowhere near that shown on the approved drainage plan. One additional option beyond the two Joe and I discussed at the site is for the Engineer to demonstrate on revised or redlined plans (with supporting calculations) that the runoff to the rear across the property of others will not increase up to and during the 25 year storm. Joe and I are open to other options the Engineer may have. On this project, Mark Boswell is of a different opinion than Joe and I. If Mark can demonstrate through suitable calculations that runoff will not increase during a 25 year storm to the properties of other then I can approve the existing site. I am doubtful of that. Please feel free to copy others on this email as you deem necessary. I only ask that you copy me on any such correspondence. Downer From: "Joe Wilson" <jwilson @cityoftybee.org> Date: 2007/08/21 Tue PM 12:29:37 EDT To: "Dianne Otto" <Dotto @cityoftybee.org >, <davisenginc @bellsouth.net> Subject: 1310 6th ave. Diane, Downer and I looked at this site this a.m. The swales were not installed as were submitted by Boswell' s drainage plan. They can do 1 of 2 things,install gutters to bring the roof runnoff to the front (west) of the house or install the swales as submitted. ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent 4 Dianne Otto From: Sent: To: Subject: See below. Dianne Otto Tuesday, August 21, 2007 2:07 PM lahbos ©bellsouth.net FW: 1310 6th ave. 205042 Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 Original Message From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] Sent: Tuesday, August 21, 2007 2:04 PM To: Joe Wilson; Dianne Otto Subject: Re: 1310 6th ave. 205042 I concur. The grading on the site is nowhere near that shown on the approved drainage plan. '"Dr ca..r.Q" gri2-, Q 4 - ro1/41 e-cA One additional option beyond the two Joe and I discussed at the site is for the Engineer to demonstrate on revised or redlined plans (with supporting calculations) that the runoff to the rear across the property of others will not increase up to and during the 25 year storm. Joe and I are open to other options the Engineer may have. On this project, Mark Boswell is of a different opinion than Joe and I. If Mark can demonstrate through suitable calculations that runoff will not increase during a 25 year storm to the properties of other then I can approve the existing site. I am doubtful of that. Please feel free to copy others on this email as you deem necessary. I only ask that you copy me on any such correspondence. Downer From: "Joe Wilson" <jwilson @cityoftybee.org> Date: 2007/08/21 Tue PM 12:29:37 EDT To: "Dianne Otto" <Dotto @cityoftybee.org >, <davisenginc @bellsouth.net> Subject: 1310 6th ave. Diane, Downer and I looked at this site this a.m. The swales were not installed as were submitted by Boswell' s drainage plan. They can do 1 of 2 things,install gutters to bring the roof runnoff to the front (west) of the house or install the swales as submitted. ****************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake 0B -Z2 -0 l rro.:l,2J JK:r..1m-t1 1 3-2.1 6u(Na..,. `g -6 Pc 3 u r TO °d %96 BOSWELL DESIGN SERVICES, INC 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 = 6932 L.4HBOS@ BELLSOUTH. NET August 1 5,7 2007 To: Diane Otto Planning and Zoning Tybee Island, Georgia Arnold Kimbrell Project 1310 b th Street Tybee Island, Georgia Diane, LZ:TT LO - 9T -9fl3 RECEIVED CUFs�llv�0,`� As per the owner's request, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project seems to be in substantial compliance with the approved drainage plan. Because of varying site conditions, a sodded strip was utilized in lieu of swales to prevent run -off from affecting the adjacent property owners. The gutters and downspouts were not installed at the request of the owner. Upon inspection of the roof and as per a brief conversation with the owner, it is our belief that absence of the gutters and downspouts should not cause a problem to the adjacent property owners. If in the future, roof run -off causes problems with the adjacent property owners, gutters and downspouts will be installed at that time. Sincerely, Mark Boswell LO 91. 6nV BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOSgBE'LLSOUTH. NET July 16, 2007 To: Diane Otto Planning and Zoning Tybee Island, Georgia Arnold Kimbrell Project 1310 6th Street Tybee Island, Georgia Diane, co, RECEIVED Q_7-. C/ At the request of the City of Tybee Island, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is deficient as compared with the approved drainage plan. The following deficiencies were noticed : 1. Proposed swales or other methods such as landscaping were not installed to prevent run -off from migrating to adjacent properties. 2. The gutters and downspouts were not installed at the request of the owner. Upon inspection of the roof and as per a brief conversation with the owner, it is our belief that absence of the gutters and downspouts should not cause a problem to the adjacent property owners. If in the future, roof run -off causes problems with the adjacent property owners, gutters and downspouts will be installed at that time. Sincerely, Mark Boswell cc : ak Pna:1ed copy ° Lrf'0Id le{ ;A.brQ.il 321 lei, (.3 -,. 4,..3,1 Sy I va,: -a CA 3--a 4 (01 Page 1 of 1 Dianne Otto From: Sent: To: Dianne Otto Monday, July 09, 2007 12:27 PM Joe Wilson Subject: street cut Joe: There was a street cut issue at 1310 Sixth Avenue / Arnold Kimbrell. This was from back when Dee Anderson was still here. There is a note in the file that says, "No C.O. til he repairs street cut." Has this problem been fixed? Let me know. Thanks, Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 07/09/2007 0 ol'''\° Di/I'tk t f<9; tr' v) '' Permit No. ,:.. t�t'`` ty. • � L Eilf3 :.;,i Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4513 extension 114 Fax: (912) 786 -9539 D5-0-1F2_ Date Requested CPT 0S-07 M y Date Needed Subcontractor iti4;MbreII (9 2 ' -3k3 Owner's Name Gen. Contractor Contact Number Location •1 �► A _4i. « 7. �3 6,k41,,_ . Inspector � Date of Inspection ' 0 7 Type of Inspection A. bu / /i 6.-7Z E✓A -6CW clef /A! !ii'e_ %4ou s-€ . Pais /du ey) h-e e ' S O At 63/o) Pik1'tiel A/(e'it I S Opt:7' . 3ro�r++e 4 j e 4i 1,(/) t NHS hPd 4,4 /i/ciro 1/ekri.s 1Al 7,4 II 'IA a /6 EC 0.0 roiem Fail IS * * * * * * * * * * * * * ** -COMM. ?NAL- * * * * * * * * * * * * * * * * * ** DATE JUN- 27 -20f * * ** TIME 11:02 * * * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =880 START = JUN -27 11:02 END = JUN -27 11:02 STN COMM. ONE - TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABM NO. 001 OK a 4435073 001/001 00 :00 :21 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 91.2443145,37 Phone 912 - 443 -5063 444 3 - Sol 3 Location Address: /3/6 c ' 7—W Lot # Release Date: -2.5-09 Type of Release: Temporary Permanent Subd Name: Electrician: WA ' , Electrician Phone Number: 90- .2. / ? 6,4)6, 87 /4.13 Owner/Builder: 1 Yr1 h r e /1 Phone Number: 319 -3/A3 0R4-e-✓ 56 awi� 4_,e/ 76 h0,4s� OtV 10- Z '1 O4. aR 2. F41. &em be y 0,v,t v� , l 5� Ie 4 -e 4132/ 786 - Y-$7 5 X Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician; Electrician Phone Number; Owner/Builder: Phone Number: Location Address; Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9-12=944=3537 Phone 912 - 443 -5063 441z1=tsiler9 443 -Soli Location Address: /3 / b ( ' 71////e_ Lot # Release Date: 6 Z5--09 Type of Release: Temporary )(Permanent Subd Name: Electrician: / 6 9O - � � � Electrician Phone Number: .23 / * 0/4 6 8 7 -14,.3 Owner/Builder: {-nh re f / Phone Number: $7-9-3/45 0 is dam✓ 40 e w-f- e,, . h cwc.se_ ()Iv t v.- z kt-v c 113 v . be e eeii11104 ahK44/ `ice% .3:3.2 _PM 7 86 S57 X / a yCC Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: * *** * * * * * * * * * ** -COMM. :NAL- * * * * * * * * * * * * * * * * * ** DATE JUN- 25 -20f * * ** TIME 15:50 * * * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =866 START= JUN -25 15:50 END = JUN -25 15:50 STN COMM. ONE - TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK s 4435073 001/001 00 :00:22 -CITY OF TYBEE ISL. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - • +s . 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan �7 Phone 912- 443 -5063 �s13 - Son 3 Location Address: /3 / b 6 Lot# Release Date: 6 25-09 Type of Release: Temporary Permanent Snbd Name: Electrician: !l/ /� . F. Electrician Phone Number: i24O- .23 3 / * (q)627-:423 Owner/Builder: (Ynn re Ii JJv' Phone Number: 8xq -3103 O 12l am✓ % gal ) w e/ ,t 1--i, e. h Otti.S'e, OA/ /0- Z --c 4,. & 2. . 33 Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Phone Number: Electrician Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: MAYOR Jason Buelterman CITY COUNCIL Shirley Sessions, Mayor Pro Tem Eddie Crone Wanda Doyle Mallory Pearce Kathryn Williams Paul Wolff J.A. Kimbrell 321 Newington Highway Sylvania, GA. 30467 Dear Mr. Kimbrell, woo CITY OF TYBEE ISLAND October 7, 2006 CITY MANAGER Diane Schleicher CITY CLERK Vivian Woods CITY ATTORNEY Edward M. Hughes In July of 2005 you were notified in writing of a violation of the tree removal regulations of the City of Tybee Island on your project located at 1310 Sixth Avenue. To date we have not received payment for the tree mitigation or the fine that was assessed for this action. If payment in the amount of $2550.00 is not received in this office within 5 days of receipt of this notice we will have the temporary power to the house cut and issue a subpoena for you to appear before the Municipal Judge of Tybee Island. Donald Anderson Assistant City Manager CC. City Marshal Shell Solomon 05 -Q P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (866) 786 -4573 — FAX (866) 786 -5737 www.cityoftybee.org national rrooe insurance rrogram unpurteuc. Neau rrre pages I -0. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name J. A. Klmbrell and Grady K Reddick A2. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1310 Sixth Avenue City Tybee Island State Ga ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 279, Ward Four A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential AS. u e: Long. 7.4.144 Horizontal Datum: E] NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the bur ding if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of Crawl space or enclosure(s) 56_1 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 2 c) Total net area of flood openings In A8.b 432 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Tybee Island 135164 B2. County Name Chatham B3. State Georgia B4. Map /Panel Number 1351640002 B5. Suffix C B6. FIRM Index Date 6/17/1986 B7. FIRM Panel Effective /Revised Date Same B8. Flood Zone(s) A8 B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Oyes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR /A1 -A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized 8.19 Vertical Datum Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal Structural member (V Zones only) d) Attached garage (top of stab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. $.g't ® feet 1.98 ® feet 16.98 ® feet 6.63 ® feet 14.67 ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ¢.18 ® feet ❑ meters (Puerto Rico only) 7.47 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name WARREN E. POYTHRESS License Number 1953 Title EGISTERED LAND SURVEYOR Company Name POYTHRESS LAND SURVEYING, INC. City SYLVANIA State GA ZIP Code 30467 nate 7/1 g1/06 Telenhnne 91- 1157_3758 Ivib, RECEIVED o -1.z0 -otp 1310 Sixth Avenue City Tybee Island State Ga ZIP Code 31328 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments The equipment used in Section C2 item e) is an air conditioning unit. Date 7/19/06 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. ES. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name J. A. IGmbrell Address 321 Newington Highway City Sylvania State Ga ZIP Code 30467 Date 7/19/06 Telephone (912) 8293163 ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. Cl. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number 05. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date Building Photographs See Instructions for Item A6. For fnsuratic Comppny Usew:" i Perm Number. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1310 Sixth Avenue City Tybee Island State Ga ZIP Code 31328 Company NA1C Fhanber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; `Front View" and "Rear View"; and, if required, 'Right Side View and 'Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. " J0`+ C . Inspection Report -} r k' C.. * City of Tybee Island 403 Butler Avenue 4 r ee 4 $ P.O. Box 2149 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No_ ()5 Date Requested; 07- CC- 040 owner's Name: Yl e rn b t e Date Needed: 0-2- 3 - Gen: Contractor: Subcontractor: ContactNumber: Arn- " 1 ,�% re_lt (f2-3/,,. Location: 13 1 0 , x 4 Ave). Date of Inspection: 7/7 %�� Comments: Inspector: Type of Inspection; -4- r r.ct Time of Inspection; 4 Inspection Report City of Tybee Island 403 Butler Avenue P.U. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. - 3 Z SZ Owner's Name: V, r , r - 6r I l Gen. Contractor: Date Requested: 0'4 - 19. 000 Date Needed: 0 4 - - Q (o subcontractor Contact Number: Arr, old V ,r, lire l Location: ( 3 j , k 4-k Ave,. Date of Inspection: 9 • ).0‘06 Type of Inspection: Comments: T rrg nectn 1.7. 70r) j'e rr \s , 4' r3J yh Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2 749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax_ 786 -9539 Permit No O O Date Requested; ,e ..5-/ 2006 TUNA /SQL Gen. Contractor: Subcontractor: QL . Contact Number: l? /d , �.�, f�r� // 711 5,6-6,3-07 6/2J Location: o Owner's Name;" i,ry, /Yr / I Date Needed: Date of Inspection: 14, 5- (X Comments: Type of Inspection: E l r PL 3u C -a - ?^ Tngnpctnr L�'_, Time of Inspection; " y -. - -- #ti \ , J Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 785 -4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No 0 S" 0 2 8? Date Requested: Z - o /0 - 0 5- Owner's Name: m c r_ l I Date Needed: Z- v-- o Gen. Contractor: /�� 1 / Subcontractor: Contact 1 umber: A r r" N \ d ^^ L r e I \ - I `4 23 Location: 3 \ O S, k ALi e . Date of Inspection: t j ' Type of Inspection: flJ J 5 Comments: " Inspector: A Time of Inspection Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. O5 "o 22 Z Date Requested_ O - 2 L - 3 Owner's Name: .1 M brel I Date Needed: I 0-2. S -0.- Gen. 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D ecY s a1 it ca5Q ! \' ----- r��lllll� ----- - - - -- .11111111 ------- - - -41II L9kL 3' I n Covlor S/8 100+10 r+. viric7 04 CPc L Sea a • x�5'J +:+r' Inspection Report City of Tybee Island 403 Butler Avenue 1 P.O. Box 2749 V" ,� Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. OJT"-- a6 Date Requested: Owner's Name: -Kilt-, b f e ( Date Needed: Gen. Contractor: Subcontractor: Contact Number: �� /2) 00 / (r�tl �� c•� ham' Location: /310 LS/ d A `ku e Date of Inspection: 9/;�`r Type of Inspection: Comments: ( ad uc 1 ar e) cj Inspector:R 7 f �1 Time of Inspection: ELECTRICAL RELEASE DATE Dq -I1-4 -vS NAME OF ELECTRICIAN W. p LA f S EI e C. PERMIT NUMBER O 5. - -2.5? Z CONTRACTOR OR OWNER , M b re I LOT NO. SUBDIVISION ADDRESS 1 3 1 5.. c -1-1,‘ Ave). TYPE OF RELEASE -1-e yv, f . pot Jr RELEASE TO SEPCO COMMENTS "p l k 0. SQd Is Eft Q-S-e) -C., r 30 Awe CHUCK BARGERON CITY MARSHAL'S OFFICE TYBEE ISLAND, GA. 912 - 786 -4573 X 104 Inspection Report City at Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit No. 5-- 2 2 2- Date Requested: 0 q a 9- CD C Owner's Name: V. /y. hrell Date Needed: 0(1-12-0C. Gen. Contr- Subcontractor: \./.) .1e s E (cl 12) A9s(19.1 Contact Numb. 233i ( Location: -2) j 0 A ved. Date of Inspection: V2-/aNs" Type of Inspection: Comments: 5 rk,-,c-/ e N. a Inspector: , 4 1 1 - > 5 1 /LI Time ot YY\OciJQJ 0 a .1 ■ e r /-4 1-k u.J er- City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA. 31328 Phone: 786 -4573 x. 104, 107, or 114 Fax: 786 -9539 Permit No. 0.3 a 3-a Date Requested: Owner's Name : -' 1 ' `" re If Date Needed: ��(.- ' "� 2c U ' Gen. Contractor: Sub Contractor: Location: % 3 / 0 C0 C Date of Inspection: 8 - /9 _p Comments: /� s cOr, Y 041 ?re Ti2fk,A t Inspector /. CA /9241,4 Type of Inspection: 3- 46 b42 40 cA Time of Inspection: f 5/41 Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA. 31328 Phone: 785 -4573 x. 104, 107, or 114 Fax: 786 -9539 Permit No. 0.5-7-aSa Date Requested: Owner's Name: \ Y,fit t I \ Date Needed: . 16)a 00 5 Gen. Contractor: 7'► /° Sub Contractor: C1 Location: �3 / f 1 u Date of Inspection: S /" &/' ) Type of Inspection: L /, t3 Comments: Inspector: /' % 7 V Time of Inspection: INSPECTION REPORT PERMIT NO_ OWNERS NAME GENERAL CONTRACTOR_ _SUB CONTRACTOR LOCATION CITY OF TY REE ISLAND 403 BUTLER AVENUE P 0 BOX 2749 TYBEE ISLAND, GA. 31328 PHONE: 786 -4373 x 1141104 FAX: 136 -9539 DATE REQUES'Ttl) — DATE NEEDED DATE OF TNSPEC_TIONT (• COItfl : INSPECTOR TIME OF INSF'Fs:TION FOR OFFICE USE ONLY: HOLD FOR THE FOLLOWING DATE ISSUED: 06 -15 -2005 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG 1310 SIXTH AVE J A KI IBRELL 321 NEWINGTON HWY SYLVANIA GA 304674610 J A KIMBRELL 321 NEWINGTON HWY SYLVANIA GA 304674610 1280 P $3,358.00 $96,000.00 PERMIT #: 050282 TOTAL BALANCE DUE: $3,358.00 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 -5737 www.cityoftybee.org =1L 09/10/03 10:45am P. 001 TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location 413/0 62-GA-Q_ NAME • PIN ADDRESS p© / / -oS- O TELEPHONE Owner :;. - 9/ Z- Architect or Engineer � - .4,4? S!S7 3 Building Contractor ( e. / (Check all that apply) New Construction •'Renovation Minor Addition Duplex Single Family ' Substantial Addition_ Resi•ent a ommerc a Mul-ti-Fami1 Footprint Change_ Repairs Demolition Other cop Estimated Cost of Construction: $ /00 00e7.-- arruct ion Type (Enter Appropriate Number) ood Frame, (2) Wood & Mas'onry, (3) Brick Veneer, (4) Masonry, (5) Steel & Maso ry, (6) Other (Plea e specify) Proposed Use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: t Units / r Bedrooms 3 4 Bathrooms Lot Area, l� _ i Livi ace (Total SQFt) /2_170' # Off - street a� ring Spaces to Trees Located ,& Listed on Site Access: -S"� Driveway 30 (Ft.) With Culvert? Plan O With Swale? Setbacks: Front Rear 3/' Sides (L)/ (R) 1 /..5n oZ,3' i Stories / Height \3 O 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 facilites will be provided through a On -site waste & debris containers will be provided by Cons . uction debris will be L -spos d of by a40.1.4d4e&Lgie44t by means of I understand that I must comply with zoning, flood damace control, building, fire, shore protection & wetlands ordinances, FEMA reaulations and all applicable codes and regulations. I understand that the lot must be. staked cut 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 g-2....5-.-e7<7 Signature of Applicant Note: A permit normally takes 7 to 10 days to Process. Please bring two checks to pay fees for new construction. Thank you! • The following is to be comroleted by city Personnel: Zoning Classification NFI? Flood Zone Approved Rezoning /Variance: Street Address & Number: New Existing . Is it in compliance with city map? . If not, has street name & /or A been reported to MPC? FEMA Certification Attached State Energy Code Affidavit Attached Utilities & Public Works: Describe any unusual findings Access to Building Site Distance to Water Main Tap Site Distance to Sewer Stub Site — Water Meter Size , Storm Drainage Approvals: Signature Zoning Administrator Code Enforcement 0 Water /Sewer r Storm Drainage Fire Chief Inspections City Manager ,c /3htiJJ' Date Fees: y9502 6,-/.5-015-Permit 5 Inspections OM Total G/F Water Tab 55-0 Sewer Stub 5D Total W/S OMRRT M orLWIN L,UIN ,I ar 1l7'LAB LQ 45am P. 00S STATE ENERGY CODE AFFIDAVIT Project Name: Address: Permit Number: Owners Name: This letter is to confirm the understanding of the owner /contractor to the'compliance requirement of the Georgia State Energy Code for ilttildings, 1992 Fdi_tion_ I hereby declare that the design and construction of the referenced project is in compliance with the Georgia State Energy Code for Buildings, 1992 Edition. Compliance has been achieved by one of the three methods of designs indicated in Chapters 4, 5 or 6 of the code. It is understood and agreed by the undersigned owner of agent and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without -his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all previous inspections have been aoproved. Owner and /or Agent Contractor (12/93) Date: zs- Date: Date: Name: Address: PERMIT FOR INFRASTRUCTURE ALTERATIONS Telephone NO: Residence: NOTE: Any alteration to city -owned streets, curbs, sidewalks, water lines, sewer lines, drainage pipes, catch basins, or other elements of the city's infrastructure, requires a permit from the city.; and as acknowledgement by the individual seeking to accomplish the alteration, that: a. The city's infrastructure will not be 64gradad in any way. b. All necessary safety precautions will be undertaken. c. The city will inspect the work in process and upon completion. d. The work will be accomplished to the city's satisfaction. e. The city shall be held harmless of any liability or daMaaes of any variety. f. The individual has read applicable portions of the city's code of ordinances dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Desior Standards And Specifications: All alterations to the city's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the city. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance wi these •rovisions. Signature I � Date: Approvals: Department Head: Inspections: Date: City Manager:_ CITY OF TYBEE ISLAND INSPECTIONS DEPART MEi 1 1 TEMPORARY ELECTRICAL SERVICE AFFIDAVIT PROJECT NAME: ADDRESS: OWNERS NAME: PERMIT NUMBER: PIN: THIS LEI ER IS TO CONFIRM THE UNDERSTANDING OF THE OWNi ERJCONTRACTOR TO ;. ELE COMPLIANCE REQUIREMENT OF THE GEORGIA STATE MINBII7M CONSTRUCTION CODES. "I HEREBY DECLARE THAT TEE REQUESTELaiTallaRARLELECIIBICAL MYER IS INTENDED FOR THE COMPLETION OF THE CONSTRUCTION PROCESS AND THE TESTING OF EQUIPMENT INSTALLED WITHIN THE STRUCTURE." • IT IS UNDERSTOOD AND AGREED BY '1AEE: UNDERSIGNED THAT HI. ISSUANCE OF TEMPORARY POWER /OES NOT CONSTITUTE APPROVAL TO LCCUPY TEE STRUCTURE. A CERT'.I.FICATE OF OCCUPANCY MUST BE ISSUED BY 'TEE CITY OF TYBEE PRIOR TO STRUCTURE BEING 0 CCUPIED. THE OWNER/CONTRACTOR IS 'HEREBY' HELD RESPONSIBLE FOR ANY VIOLATIONS TO TE fS POLICY. A VIOLATION OF TUIS POLICY MAY RESULT IN DI CONTINUANCE OF TEE ELECTRICAL SERVILE:. OWNER CONTRACTOR WITNESS DATE 2- S S DATE DATE ED Lum. ll': VGA_ 1t9: r. QQZ.V TREE REMOVAL PERMIT I. Application Date: II. Applicant's Name: IL. Applicant's Mailing Address: . Tel. No.: IV. Property Location: V. Tree Removal Requirements: In general, a tree density of three trees per each 4500 square feet of area must be maintained, or the pre - approval density, if the existing tree density is less, which pertains to all trees having a diameter at breast height of six (6) inches or greater. In addition, "significant trees" may only be removed under limited circumstances, and must be replaced with trees of like species having a minimum diameter of two (2) inches each, and of a sufficient quantity so that the cumulative diameter of the replaced trees is equal to or greater than the cumu a Tire iameters of the significant frees removed; or the applicant has other mitigation options. Significant trees are defined to include trees having a diameter at breast height of ten (10) Inches or greater of the following varieties: southern red cedar and hardwoods native to the Georgia coast, including but not limited to oaks, magnolia, hickories, sugarberry or buckberry, red bay, spiney ash or toothache, sycamore, tupelo, sweetgum, and american holly. Article 7 of the Land Development Code is attached to this permit, and sets forth the full particulars of tree removal, replacement, and protection requirements. In order to assure compliance with these requirements, the following information is required: (Applicant is to initial each of the following, and provide attachments as required) A. Tree Survey, showing the location, size, and species of all trees having a diameter at breast height of six (6) inches or greater, within the boundaries of the site; in relationship to existing and planned improvements on the site. B. A written explanation as to which trees the Tree Removal Permit would apply to, and why it is necessary to remove such trees. C.__. Applicant Attestation: I have reviewed Article 7, Tree Removal Regulations, of the Tybee Island Land Development Code, and agree to comply with the provisions thereof. D. A written declaration of which method of significant tree removal mitigation will be accomplished, if ap` cable. VII. Applicant's Signature: VIII. Approvals: Zoning Administrator: Yes_ No__ City Manager: Date: Date: Date: DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisengi ncna,bellsouth. net INVOICE June 13, 2005 Invoice # 20504201 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: Lot 279 6th Avenue for Kimbrell & Reddick Tybee Island, GA 05 -15 -05 06 -13 -05 1.0 Site observations & comment letter (Correspondence file #2050420b) 0.5 Review of resubmittal and concurrence letter (Correspondence file #2050420c) 1.5 hours @ $130/hour = $195 Total Due This Invoice :3Io f)-(R_.. is/ (DL5 HYDROLOGY REPORT FOR Lot Number 279 Sixth Avenue Tybee Island, Georgia FOR Mr. Arnold Kimbrel 321 Newington Highway Sylvania, Georgia 30467 June, 2005 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912.897 -6932 HYDROLOGY REPORT For Lot Number 279 Sixth Avenue Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site is natural and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project is to be cleared of trees and stumps required for construction of a new structure. The total site is 0.13 acres with the new structure being approximately 1,300 sf (envelope). The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley -Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre- development and post - development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE - DEVELOPMENT RUN -OFF COEFFICIENT WEIGHTED AVERAGE -- 0.35 POST-DEVELOPMENT RUN -OFF COEFFICIENT WEIGHTED AVERAGE = 0.49 IDF CURVES SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE - DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE - DEVELOPMENT = 10 MINUTES TIME OF CONCENTRATION POST - DEVELOPMENT = 10 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff, which is encountered due to new impervious area is displayed below: RUN-OFF RATE (25 YEAR STORM) PRE - DEVELOPMENT RUN -OFF = 0.30 CFS POST - DEVELOPMENT RUN -OFF = 0.42 CFS TOTAL INCREASE IN RUN -OFF = 0.12 CFS Storm water will be directed by existing conditions but will also be routed by gutters and downspouts. Storm water will then be directed toward the existing City of Tybee Island drainage system. SWALE INFORMATION NEW SWALES WILL CARRY 0.21 CFS EACH Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.30 1 10 180 25 -- - -- AK -25 -YR -PRE ----- 2 Rational 0.42 1 10 252 25 -- - - -- -- AK -25 -YR -POST Proj. file: AK- HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 06 -05 -2005 CW CALCULATIONS CW PRE - DEVELOPED FACTOR = 0.35 CW POST - DEVELOPED FACTOR IMPERVIOUS AREA = 0.03 AC. PERVIOUS AREA = O. 1 0 AC TOTAL = 0.13 AC (0.03x0.95) + (0.10x.35) 70.13 = 0.49 CW POST - DEVELOPED FACTOR = 0.49 Worksheet for AK -SWALE Project Description Flow Element: Friction Method: Solve For: Trapezoidal Channel Manning Formula Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.44000 % Left Side Slope: 4.00 ft/ft (H :V) Right Side Slope: 4.00 ft/ft (H :V) Bottom Width: 2.00 ft Discharge: 0.42 ft%s Results Normal Depth: 0.16 ft Flow Area: 0.42 ft2 Wetted Perimeter: 3.32 ft Top Width: 3.28 ft Critical Depth: 0.10 ft Critical Slope: 0.02072 ft/ft Velocity: 1.00 ft/s Velocity Head: 0.02 ft Specific Energy: 0.18 ft Froude Number: 0.49 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 Length: 0.00 Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 Profile Description: N/A Headloss: 0.00 Downstream Velocity: 0.00 Upstream Velocity: 0.00 Normal Depth: 0.16 Critical Depth: 0.10 Channel Slope: 0.44000 ft ft ft ft ft/s ft/s ft ft % Jun 13 05 02:49p June 13, 2005 J Whitlem Reynolds 917 '3 52 7787 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 daviscneinc@bellsouth. nel INVOICE Dee Anderson, Zoning Administrator City of Tybee Island P.O, Box Z749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786 -9539 RE: Lot 279 6th Avenue for Kimbrell & Reddick Tyhee Island, GA Invoice # 20504201 05 -15 -05 1.0 Site observations & comment letter (Correspondence file #2050420b) 06 -13 -05 0.5 Review of resubmittal and concurrence letter (Correspondence file #2050420c) TI ILI- 17 -DO(7 1 G. 1 4 JUN 1 3 2005 p.2 i 1.5 hours ( $130/hour $195 Total Due This Invoice --7z-Z 0 -SZ- fZ 0-2_ /(--/ -0S 04.-) '70'1 ,770,1 0 0•"1 Jun 13 05 O2:31p J Whitlem Remnolds June 13, 2005 912 352 7767 p.1 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel.(912)355 -7262 Fax(912) 352 -7787 daviscnginc@bellsouth.net Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786-9539 RE: Lot 279 6th Avenue for Kimbrel! & Reddick Tybee Island, GA Dear Mr. Anderson: We have reviewed the plans by Boswell Design Services, Inc, Our review is limited to drainage issues. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. To the best of my knowledge and belief, these plans meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the Georgia Department of Transportation or any other governmental body or authority having jurisdiction over any portion of this project Please contact me if you have any questions on this matter. Sincerely, Downer . Davis, r., President TI IN -1 7- 7171GiS 1 Q17 7c7 77P7 QS� 2050420c P G11 ; If i I BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA .31410 912 - 897 -6932 June 6, 2005 To: Mr. Dee Anderson Zoning Administrator Tybee Island, Georgia 31328 From: Mark Boswell Re : Dee, Arnold Kimbrell Project Lot Number 279 Sixth Avenue Tybee Island, Georgia Please find enclosed three copies of the drainage plan and calculations for the project referenced above. Sincerely, TaAl ..- Mark Boswell, P.E. HYDROLOGY REPORT FOR Lot Number 279 Sixth Avenue Tybee Island, Georgia FOR Mr. Arnold Kimbrel 321 Newington Highway Sylvania, Georgia 30467 June, 2005 F // Q- �1STE/i,014,,_ octx 7 No. 28372 1 PROFESSIONAL 1 ' Pi 40 _,x_05 GINE-0,'Viif t BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 91 2-897-6932 HYDROLOGY REPORT For Lot Number 279 Sixth Avenue Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site is natural and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project is to be cleared of trees and stumps required for construction of a new structure. The total site is 0.13 acres with the new structure being approximately 1,300 sf (envelope). The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley -Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre - development and post - development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE - DEVELOPMENT RUN -OFF COEFFICIENT WEIGHTED AVERAGE = 0.35 POST-DEVELOPMENT RUN -OFF COEFFICIENT WEIGHTED AVERAGE = 0.49 IDF CURVES SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE - DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE - DEVELOPMENT = 1 O MINUTES TIME OF CONCENTRATION POST - DEVELOPMENT = 10 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff, which is encountered due to new impervious area is displayed below: RUN-OFF RATE (25 YEAR STORM) PRE - DEVELOPMENT RUN -OFF = 0.30 CFS POST - DEVELOPMENT RUN -OFF = 0.42 CFS TOTAL INCREASE IN RUN -OFF = 0.12 CFS Storm water will be directed by existing conditions but will also be routed by gutters and downspouts. Storm water will then be directed toward the existing City of Tybee Island drainage system. SWALE INFORMATION NEW SWALES WILL CARRY 0.21 CFS EACH Hydrograph Summary keport Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuts) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cult) Hydrograph description 1 Rational 0.30 1 10 180 25 — - -- -- AK -25 -YR -PRE 2 Rational 0.42 1 10 252 25 - -- - - -- -- AK -25 -YR -POST Proj. file: AK- HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 06 -05 -2005 CW CALCULATIONS CW PRE - DEVELOPED FACTOR = 0.35 CW POST - DEVELOPED FACTOR IMPERVIOUS AREA = 0.03 AC. PERVIOUS AREA = O. 1 0 AC TOTAL = 0.13 AC (0.03X0.95) +(0.10x.35) /0.13 =0.49 CW POST-DEVELOPED FACTOR = 0.49 Worksheet for AK -SWALE Project Description Flow Element: Trapezoidal Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.44000 Left Side Slope: 4.00 ft/ft (H:V) Right Side Slope: 4.00 ft/ft (H :V) Bottom Width: 2.00 ft Discharge: 0.42 ft3 /s Results Normal Depth: 0.16 ft Flow Area: 0.42 ft2 Wetted Perimeter: 3.32 ft Top Width: 3.28 ft Critical Depth: 0.10 ft Critical Slope: 0.02072 ft/ft Velocity: 1.00 ft/s Velocity Head: 0.02 ft Specific Energy: 0.18 ft Froude Number: 0.49 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 ft Profile Description: N/A Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 0.16 ft Critical Depth: 0.10 ft Channel Slope: 0.44000 FEDr aL EMERGENCY MANAGEMENT AGEt' '' N. TONAL FLOOD INSURANCE PROGRAN. ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For.Insurance:Company. Use: BUILDING OWNER'S NAME A2t`(ot.D I(tm3Q BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 13 t o (07- tr-ty c Polley Number Company NAIC Number. CITY STATE 5ct 15LRjJD C914 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lo-T en 27(1 1AJ A 2.1:). :ov'2 BUILDING USE (e.g., Resi,¢Qntial, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( #4° - ##' • #4$ #0' or ##.#404$4°) ) ) NAD 1927 1 1 NAD 1983 ZIP CODE 31328 SOURCE: I I GPS (Type): I I USGS Quad Map il Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 131 Et= � �t• ∎ 13S1L4 82. COUNTY NAME B3. STATE GE 072-G - 84. MAP AND PANEL 85. SUFFIX B6. FIRM INDEX NUtvBE DATE 610. Indicate e source of th 87. FIRM PANEL EFFECTIVE /REVISED DATE 3LNE n i`eSCo Base Flood Elevation (BFE) data or base flood depth entered in B8. FLOOD CAB 9. 14 EP B9. BASE FLOOD ELEVATION(S) (Zone AO, Lire dhif flooding) `Et _ } II FIS Profile IRM I Commu ity Determined I_I Other (Describe): 611. Indicate the elevation datum used for the BFE in B9: NGVD 1929 1,I NAVD 1988 II Other (Describe): B12. Is the building located in a Coastal Barrier Resourc System (CBRS) area or Otherwise Protected Area (OPA)? II Yes No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: I Construction Drawings' IIBuilding Under Construction* I 47 !Finished Construction 'A new Elevation Certificate w' I required when construction of the building is complete. C2. Building Diagram Number __ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BEE), VE, V1- -V30, V (with BFE), AR, AR /A, AR /AE, AR /A1 -A30, AR /AH, AR /AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comfilents area of Section D or Section G, as appropriate, to document the datum conversion. Datum / Conversion /Comments Elevation reference mark used Does the evation reference mark used appear on the FIRM? II Yes O a) Top of botto a •or (including basement or enclosure 8 .. ft.(m) T, O b) Top of next higher or 0 •� /e9 ,' ft.(m) O c) Bottom of lowest horizo -I structural mer'r `ones only) . ft,(m) H O d) Attached garage (top of sla. 11 . ft.(m) $ g la O e) Lowest elevation of machinery a • •r - .uipment w servicing the building (Describe i• - •- •ments ft.(m) , U P ' : : O f) Lowest adjacent (finished) gr •e (LAG) O . ft.(m) n , >,liivc e 3 g) Highest adjacent (finis..:) grade (HAG) . ft.(m) 2 . 'A • • • .4-,s<' O h) No. of permanen 4 •enings (flood vents) within 1 ft. a.• e adjacent grade F • P G O i) Total area of a permanent openings (flood vents) in C3.h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be perishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME , . /!yam E • \ TITLE ADDRESS SIGNATURE LICENSE NUMBER STATE DATE ZIP CODE icy • • A AI FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions REScheck Compliance Certificate Georgia Residential Code (Calendar year 2003) REScheckSoftware Version 3.5 Release I Data filename: C: \WINNT\Profiles\ roger\ Desktop \GeorgiaRescheck \14474288.rck PROJECT TITLE: HORTON HOMES, INC. CITY: Savannah STATE: Georgia HDD: 1847 CONSTRUCTION TYPE: Single Family DATE: 10/02/03 DATE OF PLANS: 10 -2 -03 PROJECT DESCRIPTION: THE BLACKSHEAR COMPLIANCE: Passes Maximum UA = 398 Your Home UA = 264 33.7% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Exterior Wall 1: Wood Frame, 16" o.c. Door 1: Solid Window 1: Metal Frame:Double Pane Floor 1: All -Wood Joist/Truss, Over Unconditioned Space Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U- Factor UA 1280 30.0 0.0 1270 15.0 6.0 40 142 1280 22.0 0.0 45 63 0.600 24 0.550 78 54 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Georgia Residential Code (Calendar year 2003) requirements in REScheckVersion 3.5 Release Id (formerly MECche0 and to comply with the mandatory requirements listed • the RES checklnspection Checklist. Load calculations for purposes of sizing heating and cooling equipment are required. Builder/Designer Minimum R -Value Requirements: Basement and Crawl Walls Attic Kneewall Wall Cavity Mass Walls Roof/Ceiling Floors over unheated space R -5 R -19 R -11 R -5 R -19 R -11 %%0F`Ep'I9 I, t s tt .Y s �-' RQBERT E. GREGG S9cc.D V `,,, CST /F�CA1 E ��44,- RED A Da`feC T 2 5 2003 REScheck Inspection Checklist Georgia Residential Code (Calendar year 2003) REScheckSoftware Version 3.5 Release ld DATE: 10/02/03 PROJECT TITLE: HORTON HOMES, INC. Bldg. Dept. Use [ [] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments: Above -Grade Walls: 1. Exterior Wall 1: Wood Frame, 16" o.c., R -15.0 cavity + R -6.0 continuous insulation Comments: Windows: 1. Window 1: Metal Frame:Double Pane, U- factor: 0.550 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Solid, U- factor: 0.600 Comments: Floors: 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R -22.0 cavity insulation Comments: Decorative Glazing Exemption: It is permissible to omit from this report a cumulative decorative glazing area less than or equal to 7 sq. ft. (5% of 142 sq. ft. total glazing fenestration area). Exemption locations: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights below an unconditioned attic must be air tight and Type IC- rated. Materials Identification: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R- values and glazing U- factors must be clearly marked on the building plans or specificati Duct Insulation: Ducts in unconditioned spaces must be insulated to R -5. Ducts outside the building must be insulated to R -8.0. Duct Construction: All ducts must be sealed with mastic and fibrous backing tape. Pressure - sensitive tape may be u for fibrous ducts. Duct tape is not permitted. ppRO V, OCT 2 5 2003 8 co H W C <2% The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: Load calculations for purposes for sizing heating and cooling equipment are required. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] 1 HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the 1 levels in Table 2. ) Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non - Circulating Runouts Circulating Mains and Runouts Temperature (F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170 -180 0.5 1.0 1.5 2.0 140 -160 0.5 0.5 1.0 1.5 100 -130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2 "Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure /Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) PB0V OCT 2 5 2003 0 AHWC A , ,R O f �'� RESIDENTIAL HEAT LOSS An_ GAIN ANALYSIS MANUFACTURER: HORTON HOMES, INC. DESTINATION: GEORGIA VARIABLES: TEMPERATURES(DEGREE F.) OUTSIDE SUMMER DB INSIDE SUMMER DB OUTSIDE WINTER DB INSIDE WINTER DB DAILY RANGE(DEGREE F.) WINDOW AND DOOR GLASS AREA(SF) NORTH N := 27 EAST E := 33 SOUTH S := 37 WEST W := 45 WOOD /METAL DOOR AREA ROOF AREA FLOOR AREA OS := 93 IS := 78 OW := 27 IW := 68 DR := 20 PAGE 1 OF 1 PLAN NO.: 1447 -4288 JOB NO.: THE BLACKSHEAR RE: ACCA MANUAL J OCCUPANT CONTENT HVAC BLOWER FAN WATTS LIGHTING WATTAGE INCANDESCENT FLOURESCENT APPLIANCE LOAD(BTUH) AVERAGE WALL HEIGHT GROSS WALL AREA(SF) NW := 227 EW := 408 SW := 227 WW := 408 WD := 40 R := 1280 F := 1280 HEAT GAINS (COOLING LOADS): A. GLASS: SRN := N. UG. (OS - IS) • 1.3 SRS := S- UG. (OS - IS) • 2 . 7 TOTAL - - -- -CMG— - SRN + SRE + SRS + SRW B. DOORS: DG := WD. WU• (OS - IS) • 1.0 C. WALLS: TW : = NW + EW + SW + WW TG : = N + E + S + W WG := (TW - TG) .UW. (OS - IS) • 1.2 D. ROOF: RG := R. RU. (OS - IS)-2.2 E. FLOOR: FG := F•FU•(OS - IS)•0.9 F. INFILTRATION: IG := F• H• (OS - IS) • 0.012 G. LIGHTS: LG := ((IT- 3.4) + (FT• 4.1)) • 0.5 TOTAL HEAT GAIN (INCLUDING 10% FOR DUCT GAIN) HG := (GG + DG + WG + RG + FG + IG +LG +OC•300 +AG)•1.1 HG ATF := ATF = 8.18 ATF MUST BE > OR = TO 5.5 FAN-3.41 O.K. U- VALUES UG := 0.35 UW := 0.066 WU := 0.6 RU := 0.026 FU := 0.045 OC := 6 FAN := 500 IT := 600 FT := 160 AG := 1200 H := 8.5 GLASS WALL R15 DOOR ROOF R38 FLOOR R22 SRE := E•UG• (OS - IS)•5.1 SRW := W•UG• (OS - IS)•5.1 GG = 2797.2 DG = 360 HEAT LOSS (HEATING A. GLASS: GL := B. DOORS: DL := C. WL := (NW + EW D. ROOF: RL :_ E. FLOOR: FL := F. INFILTRATION: LOADS) : (N + E + S + W) • UG• (IW - OW) WD• WU• (IW - OW) + SW + WW - N - E - S - W) • UW• (IW - OW) R. RU- (IW - OW) F. FU- (IW - OW) IL := F• H• (IW - OW) • 0.015 TOTAL HEAT LOSS (INCLUDING 10% FOR DUCT LOSS) HL := (GL + DL + WL + RL + FL + IL)•1.1 ROBERT E. GRE 5 20 WG = 1340.06 RG = 1098.24 FG = 777.6 IG = 1958.4 LG = 1348 HG = 13947.45 GL = 2037.7 DL = 984 WL = 3052.37 RL = 1364.48 FL = 2361.6 IL = 6691.2 HL = 18140.48 PRO OCT 2 5 2003 WC GAR-C co 0 2X6 ENDWALL CONSTRUCTION BY OTHERS UFP TRUSS 1 , lftftftftftft* li llll c DESIGN PARAMETERS: 1) THE END TRUSS IS FULLY SUPPORTED ALONG THE LENGTH OF THE BOTTOM CHORD. 2) THE HATCHED REGION DENOTES THE AREA WHERE WIND PRESSURES ACT PERPENDICULAR TO THE FACE OF THE 2X3 STUD SPF DIAGONAL AND THE EDGE OF THE BOTTOM PLATE. 3 POSITIVE AND NEGATIVE WIND PRESSURES MAY BE APPLIED TO THE END TRUSS LOCATED AT THE END WALL OF A HOME. 4 DESIGN PRESSURES WERE TAKEN FROM THE WIND LOAD CHARTS LOCATED IN IBC 2000. 5 130 MPH WIND, EXPOSURE C, ZONE 4, 30 FT. MEAN ROOF HEIGHT. CONNECTION .A, . 2X6 #2 SPF BOTTOM PLATE CONNECTION OF BOTTOM PLATE TO FULL LENGTH OF 2X3 STUD SPF DIAGONAL BY OTHERS. CONNECT FOR 80 PLF. PREFABRICATED 2X6 ENDWALL. CONNECTION OF ENDWALL TO TRUSS BY OTHERS. CONNECTION "8" RIDGE BEAM (BY OTHERS) THE 2X6 #2 SPF BOTTOM PLATE NEEDS TO TRANSFER A POINT LOAD (PERPENDICULAR TO PLANE OF TRUSS) AT CONNECTIONS "A" AND "8" BY OTHERS. EE CHART FOR SPECIFIC LOADS APPLIED TO NOTED TRUSSES AT RIGHT. -v. F�: AGA1C iT No, 26639 PROFESSIONAL ro T'" � �''/ rrllllNllli�� Tisterrlp eNGIN��: m ott rr,, '411 r e•••V■ENO F�,V °� • e 354 LBS AT CONNECTIONS "A" AND "B" HM230902 HC182002 m e ® C 7tr " No. 23922 A PROFESSIONAL S® v 282 LBS AT CONNECTIONS A' . AND "B" HM228602 HC1910R01 SECTION A -A 2X6 VERTICAL 2X6 BOTTOM PLATE 2X3 DIAGONAL UNIVERSAL FOREST PRODUCTS, INC. APPROVED BY: 10/21/02 '°" �'' GA X04 0, ,.. Q" •7_, ; 7�' I ern • I 1028074 . • . , O DRAWN BY: JPK REVISED: 1DULAR 2X6 ENDWALL DETAIL HORTON HOMES GA 209 DRAWING NO. 6001801 SPF (TI) (T2) SPF (61) (B2) (W1) (W2) (w3) SPF OTHERS NOTES: 1) ALL DIMENSIONS IN INCHES UNLESS NOTE OTHERWISE. 2) ALL CONNECTOR PLATES ARE TO BE INSTALLED OH BOTH SIDES UNLESS OTHERWISE INDICATED. 3) ALL PLATES TO BE PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE. 4) PLACE PLATE SO THAT ELONGATED PUNCH HOLES ARE PARALLEL WITH LINES INDICATED ON DRAWING. 5) BEARING ARROW INDICATES 2 -1/2" BEARING UNLESS OTHER- WISE INDICATED. 6) TOP CHORD OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK TO THE HEEL OF THE TRUSS. OVERHANG MAY BE MFG. AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 7) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL). 8) TRUSS MEMBERS SHALL NOT BE CUT. DRILLED, SLICED, NOTCHED OR OTHERWISE ALTERED WITHOUT WRITTEN APPROVAL OF THE DESIGN ENGINEER. 9) INDICATED TRUSS PITCH IS APPROXIMATE. ALWAYS REFER TO THE' ACTUAL DIMENSIONS BEFORE CUTTING. 10) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT a.. OF THE TOP CHORD DURING TRANSPORTATION. EXTREME CARE ", MUST BE UTILIZED ROTATING THE TOP CHORD INTO PLACE. CARE", TAKE PRECAUTION TO KEEP THE CHORDS IN PLANEANY BEND NGR TWISTING OF THE HINGE PLATE MUST BE REPAIRED BEFORE THE BUILDING IS PUT INTO SERVICE.y+ ; 5 II) TRUSS PRODUCTION MUST BE CONDUCTED UNDER A OUALRY CONTROL PROGRAM ADMINISTERED BY AN INDEPENDENT,' THIRD % L?, PARTY INSPECTION AGENCY. �'}\ 12) TO ENSURE PROPER PERFORMANCE OF THIS STRUCTURAL COMPONENT, ADEQUATE FIELD CONNECTIONS TO SECURE "(HE TRUSS MUST BE PROVIDED BY THE BUILDER. SIZE CONNECTIONS TO RESIST THE FORCES INDICATED IN CHARTS A & 8. 13) TRUSSES SHALL BE BRACED ACCORDING TO T.P.I.'S 1-LLB.-91, HANDUNG, INSTALLING. AND BRACING METAL PLATE CONNECTED WOOD TRUSSES. 14) SHIM OR WEDGE TO ACHIEVE FULL BEARING SURFACE 15) KNEEWALL NOT DESIGNED FOR EXPOSURE TO WIND. 16) 2000 IBC SECTION 2306.10.7.1 & CHP 23. TPI 1 -1995 ASCE 7 -98 C /C,INIENDED FOR LOW —RISE BLDG. W /MEAN ROOF HGT. Z<25 FT, REGULAR SHAPE,I =1.O.EXP. C. V =130 MPH 3 SEC. GUST.BLDG. CAT. ILPARTIALLY ENCLOSED.EFF. 4 15/161 AREA =36.55 SO. FT.,INTERIOR ZONE ONLY :TRUSSES MAY NEED 12 1/2 FLAT TO BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. &CANT 17) MAX TRUSS SPACING 16" o.c. 18) WIND CALCULATION SHOWN AT 16" o.c. ONLY `+..+ pBAm n 1497P 4j , ENGINEER APPROVAL A al in • 36 5/16 FOLDED HOT, 101 1/4 71.18 2X8.5 HINGE TL18 2X8.5 HINGE s. \\ AeGroup \Trussgrp\ Support \ MasterBlocks \Modular0I .dwq THIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: 1) A.N.S.I./T P.I. -95 & N.D.S. -97 2) Sect. 2305.15, 1999 BOCA National Building Code 3) Sect. 2309.2. 1997 Standard Building Code 4 ASCE 7 -98 C /C,(nt. Zone ,13Ornph,I =1.02= 15ft.Exp.0 5) ' CONEOR101Y 1601 THESE SECTORS AND PROCEDIRES DOES NOT NECESSARILY RG RE COMPLIANCE M H ALL GO,¢RNHD ORDINANCES, LARS AND CODES. THE BUILDING AROOE[,T OR ENT ?[ER 6 RESPONSIBLE TO AFFIRM ALL APPLM3$E RECULAIBNS APE SATISFIED. • CONNECTOR PLATES SHALL BE w6. FROM 20 GAUGE TOT OPPED GALVA M STEEL 1EET6O ASIA A 013. GRADE 40. LRAM OTHERWISE SHORN. • USE OF TINS SIRUCTIRAL Ca1PONENT TH A CORM STRICTURE MUST BE AT THE SPECIFICATION Of NE DESINS OF 5460 COMPLETE STRUCTURE ALL LATERAL BRACH SPECKED HEREON 6 FOR B RACING NONIXML TRUSS MEMBERS ONLY. 6ESTRNNT OF LATERAL mac RJR OVERALL STRUCT- URE IS TO BE PROVIDED BY 0E300 OF COMPLETE SIRUCIARE • DR5 DESIGN 6 FOR AN 6401IDULL COMPONET AND 615 BEEN DEVELOPED RASED DH CUSTOMER SUPPUED INFORMATION SUPPORT 1 LUMBER COMPONENTS MARK TOP CND 2X4 NO. 2 TOP CHD BOT CHD 2X4 NO. 2 BOT CHD WEBS WEBS WEBS WEBS 2X3 STUD SPUCE 169 GRAVITY LOADS PACING CCQ TER 16 TM. PST. 20.0 ON —St 1 t CONNECTIONS cODE BOCA OLA r OTHERS) IBC SBC SHEAR CHART A JOINT AMV. cow. 158# AXIAL TENSION 168# TC4. P50 10.0 30017 2 JOINT 3 BCRL PST: 10.0 JOINT 4 BCC. PST. 7.0 pR*AC -E&6 DURFC -PLATE CHART B SUPPORT 1 SUPPORT 2 1.15 1.15 SUPPORT 3 REACTIONS mm 478# 407# HORZ 106j DATE duns 10/31(01 YARN 6C MS • ton --..A. ,11/ H SCAL 254# 1 2 =1 00 NbT SCALE ORATING TOR 64016106 55 3/8 75 3/8 8 1/2 RIDGE BEAM . TRUSS BOTTOM CHORD CONN (BY OTHERS) SUPPORT 2 CD COPYRIGHT 2001 BT: UNIVERSAL FOREST PRODUCTS, INC. (41) CORPORATE ENGINEERING 2601 EAST 661311E RD- NE GRAND RAPIDS. N 49505 PROBE (616) -364.4151 FAX 0161^361 -7534 NORTON NEC. PUNT I: 209 OR�G ID. HC1820R01 1167 PLAN/ OMR V: DEP -20 -01 `��ti. A B A ;''r NOTES: 1) ALL DIMENSIONS IN INCHES UNLESS NOTE OTHERWISE. 2) ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 3) ALL PLATES TO BE PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE. 4) PLACE PLATE SO THAT ELONGATED PUNCH HOLES ARE PARALLEL WITH LINES INDICATED ON DRAWING. 5) BEARING ARROW INDICATES 1 -1/2" BEARING UNLESS OTHER- WISE INDICATED. 6) TOP CHORD OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK TO THE HEEL OF THE TRUSS. OVERHANG MAY BE MFG. AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 7) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL). 8) TRUSS MEMBERS SHALL NOT BE CUT, DRILLED, SLICED, NOTCHED OR OTHERWISE ALTERED WITHOUT wR(TTEN APPROVAL OF THE DESIGN ENGINEER. 9) INDICATED TRUSS PITCH IS APPROXIMATE. ALWAYS REFER TO THE ACTUAL DIMENSIONS BEFORE CUTTING. 10) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANSPORTATION. EXTREME CARE MUST BE UTILIZED ROTATING THE TOP CHORD INTO PLACE. TAKE PRECAUTION TO KEEP THE CHORDS IN PLANEANY BENDING TWISTING OF THE HINGE PLATE MUST BE REPAIRED BEFORE THE BUILDING IS PUT INTO SERVICE. 11) TRUSS PRODUCTION MUST BE CONDUCTED UNDER A QUALITY CONTROL PROGRAM ADMINISTERED BY AN INDEPENDENT THIRD PARTY INSPECTION AGENCY. 12) TO ENSURE PROPER PERFORMANCE OF THIS STRUCTURAL COMPONENT. ADEOUATE FIELD CONNECTIONS TO SECURE THE TRUSS MUST BE PROVIDED BY THE BUILDER. SIZE CONNECTIONS TO RESIST THE FORCES INDICATED IN CHARTS A do B. 13) TRUSSES SHALL BE BRACED ACCORDING TO T.P.I.'S H.I.B. -91, HANDUNG, INSTAWNG, AND BRACING METAL PLATE CONNECTED WOOD TRUSSES. 14) SHIM OR WEDGE TO ACHIEVE FULL BEARING SURFACE 15) KNEEWALL NOT DESIGNED FOR EXPOSURE TO w1ND. 16) 2000 IBC SECTION 2308.10.7.1 do CHP 23. WI 1 -1995 ASCE 7 -98 C /C,INTENDED FOR LOW —RISE BLDG. W /MEAN ROOF HOT. Z <25 Fr, REGULAR SHAPE.1 =1.O.EXP. C, V =130 MPH 3 SEC. GUST,BLDG. CAT. II,PARTVALLY ENCLOSED,EFF. AREA =36.55 SO. FT.,INTERIOR ZONE ONLY,TRUSSES MAY NEED TO BE DBLD. AT ENDS do CORNERS OF ROOF END ZONES. 17) MAX TRUSS SPACING 15" o.c. 18) WIND CALCULATION SHOWN AT 16" o.c. T \M BI ks \Mod ..'� \GENs?.:9'< •• • Q • . • *I PROFESSIONAL • ". s • .� . A • c ENGINEER APPROVAL ,..:`P2-,"\ " : f C C /'',t� W. F>.,R_, E Ee1\0∎. • /0 3i >cG/ L x5 5 1/8 --F- 12 1/2 CANT. — 13 3/4 — 36 5/16 SEAL 026074 HINGE DETAIL 12 5v No. 26639 PROFESSIONAL e4'&INE�4 7 RQv TL18 258.5 HINGE 112 3/16 1X3 LAT. BRACE TLIB 2X8.5 HINGE JOINT #1 SEE NOTE 15 59 3/8 36 5X5 SPLICE SEE NOTE 14 SUPPORT 1 68 79 3/8 8 1/2 RIDGE BEAM do TR CHORD CONN. (BY SUPPORT 2 APPROVED MAR 5 2002 0 IN eia, -n 34. 179 OGOOOOGUO SS BOTTOM OTHERS) V1,7111141 \ I I M \..”. 1.1)1,-,1 , v.AGI oc ...4 THIS TRUSS WAS DESIGNED IN ACCORDANCE WHTI: 1) A.N.S.I./T.P.I. -95 ac N.D.S. -97 2) Sect. 2305.15, 1999 BOCA National Building Code 3) Sect. 2309.2, 1997 Standard Building Code 4) ASCE 7 -98 C C,Int. Zone,130m h,1= 1.0,2= 15ft „Ex C / P P• 5 • CONFORMITY TOM THESE SECTIONS AND PROCEDURE DOES NOT NECESSARLY INSURE COMPLSNCE WR11 All WARNING ORDINANCES. LAWS AND CODES 124E BUILDING MCHRECT OR MINCER 6 RESPONSIBLE TO ARTERY ALL APPLICABLE REP/LAWNS ARE SATISFIED. • CONNECTOR PLAINS SHALL BE MFG. FROM 20 GAGE NOT LAPPED TAYMRED STEEL MEMO A511 A 653. CRAM 40, UNLESS ODIERNTSE SHOWN, • USE OF 1165 STRUCTURAL COMPONENT N A COMPLETE STRUCTURE MUST BE AT THE SPECIFICATION OF THE DFSCNER OFF SAID COUPLETS STRUCTURE ALL LATERAL 1WACNG SPECIFIED HEREON R5 FOR BRACING PrNJAT 1RUSS MENDERS COLT. RESIRNM OF LATERAL DRAWS FOR ORAL STRICT- ORE IS TO BE PROAOFD BY DESIGNER OF COMPLETE STRUCTURE • DRS DESIGN Ts ro SUPPLIED COMPONET ANO WS BEEN DEVELOPED LUMBER COMPONENTS MARK GRAVITY LOADS ON SITE CONNECTIONS (BY °'"°`s1 C00E • e BAL IBC ' Ian ' FOREST PRODUCTS, INC. CORPORATE ENGINEERING 2001 EAST BELTLRE RO.. NE GRAND RAPIDS. Ni 49505 MOW (616)-364-6161 FAx (616)-361-7534 . TOP CND 2X4 N0. 2 SPF (TI) TOP CHD (T2) BOT CHD 2X4 NO. 2 SPF (B1) BOT CHO (92) / WETS (WI) WEBS (W2) WEBS (W3) WEBS 2X3 STUD SPF OTHERS GM amp 16 CHART A COMB. _,�_ TTiTS N <_, SHEAR DATE xAwlk 10/31 /01 TuL 20,0 JOINT I 203# 18 —. — Jour 2 — — -I..-- — MAIM BE MS CI 10.0 MINI FOR MFG PUNTS k HORTON 209 JaNT 3 / - - - _ - JOINT 4 -- -- - -,- 1PP � pT., Mil PSF: 10.0 CHART B REACTIONS °"”` "°• HC 182 1 R 01 ; �6F'�"� , Hon UPLIFT Et /2 =1 �' 7.0 SUPPORT 1 503# 1 17# 262# PLANT DESIGN R DEP -20 -02 I SUPPORT 2 4331 —.— —. /EN scuE FOR DLLA6dS OL>n:K -18R: DUOK -AIAT[ 1.15 1.15 SUPPORT 3 -_- - .- -.- SPF (T1) SPF (12) SPF (B1) (B2) SPF (W1) (W2) (w3) SPF OTHERS NOTES: 1) ALL DIMENSIONS IN INCHES UNLESS NOTE OTHERWISE. 2) ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 3) ALL PLATES TO BE PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE. 4) PLACE PLATE SO THAT ELONGATED PUNCH HOLES ARE PARALLEL WITH LINES INDICATED ON DRAWING. 5) BEARING ARROW INDICATES 2 -1/2" BEARING UNLESS OTHER- WISE INDICATED. 6) TOP CHORD OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK TO THE HEEL OF THE TRUSS. OVERHANG MAY BE MFG. AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 7) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPUED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL). 8) TRUSS MEMBERS SHALL NOT BE CUT, DRILLED. SLICED. NOTCHED OR OTHERWISE ALTERED WITHOUT WRITTEN APPROVAL OF THE DESIGN ENGINEER. 9) INDICATED TRUSS PITCH IS APPROXIMATE. ALWAYS REFER TO THE ACTUAL DIMENSIONS BEFORE CUTTING. 10) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANSPORTATION. EXTREME CARE MUST BE UITUZED ROTATING THE TOP CHORD INTO PLACE. TAKE PRECAUTION TO KEEP THE CHORDS IN PLANE,ANY BENDING TWISTING OF THE HINGE PLATE MUST BE REPAIRED BEFORE THE BUILDING IS PUT INTO SERVICE. 11) TRUSS PRODUCTION MUST BE CONDUCTED UNDER A OUALITY CONTROL PROGRAM ADMINISTERED BY AN INDEPENDENT THIRD PARTY INSPECTION AGENCY. 12) TO ENSURE PROPER PERFORMANCE OF THIS STRUCTURAL COMPONENT, ADEQUATE FIELD CONNECTIONS TO SECURE THE TRUSS MUST BE PROVIDED BY THE BUILDER. SIZE CONNECTIONS TO RESIST THE FORCES INDICATED IN CHARTS A & B. 13) TRUSSES SHALL BE BRACED ACCORDING TO T.P.I.'S H.I.B. -91, HANDUNG, INSTALLING. AND BRACING METAL PLATE CONNECTED WOOD TRUSSES. 14) TRUSS MAY BE CUT ALONG VERTICAL LINE REF. TO ARROW 15) KNEEWALL NOT DESIGNED FOR EXPOSURE TO WIND. 16) 2000 IBC SECTION 2308.10.7.1 & CHP 23. TPI 1 -1995 ASCE 7 -98 C/C.INTENDED FOR LOW -RISE BLDG. 1N/MEAN ROOF HGT. Z<25 FT, REGULAR SHAPE,I =1.0,EXP. C, v =130 (-- MPH 3 SEC. GUST.BLDG. CAT. II,PARTIALLY ENCLOSED.EFF. 5 1/8 -I— AREA '.36.55 SO. FT.,INTERIOR ZONE ONLY.TRUSSES MAY NEED TO BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. 8 1/2 O.H. 17) MAX TRUSS SPACING 16" o.c. 18) WIND CALCULATION SHOWN AT 16" o.c. ONLY. ENGINEER APPROVAL SPUCE DETAIL 8 1/16 — 1 1/2 --- 36 1/16 — SEE NOTE 14 QQ tiESSIp��q `, i x SEAL 026074 HINGE DETAIL 80 11/16 TL18 2X8.5 HINGE 4.1807 TL18 2X8.5 HINGE JOINT #1 1X3 LAT. BRACE 3/4 SEE NOTE 15 43 8 1/2 63 4X4 2X3 OPT. SPLICE SEE DETAIL RIDGE BEAM CHORD CONN SUPPORT 2 TRU AAGrou. Truss S ort MasterBlocks ModularOl.d THIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: 1) A.N.S.I./T.P.I. -95 dE N.D.S. -97 2) Sect. 2305.15, 1999 BOCA National Building Code 3) Sect. 2309.2, 1997 Standard Building Code 4) ASCE 7 -98 C /C,Int. Zone,130mph,1 =1.0,Z =15ft.,Exp.c • CONFORMITY MTH THESE SEC-BONS AM PROCEDURES DOES NOT NECESSARILY INSURE COMPLIANCE WITH NI. GOVERNING ORDINANC , INK ND COORS THE BULDNG ARCHITECT OR ENGINEER R RESPONSIBLE TO NTT114 ALL APPLICABLE REGULATIONS ARE SATSFTED. • CONNECTOR PLATES SHALL BE MFG. FROM 20 GAUGE HOT DIPPED GALVANIED STEEL, MEETING AS14 A 633. GRADE 40, UFEESS OINERRSE WORN. • USE OF NHS STAUCTURN. COMPONENT N A COMPLETE STRUCTURE MUST BE AT THE SPECInUT1ON OF THE DESIGNER OF SAID COMPLETE STRUCM+E ALL UTERA. BOACNG SPECIFIED HEREON IS FOR BRACING NONIDUAE TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRACING FOR 0RPML STRUCT- URE IS TO BE PROVIDES Br DESKUFR OF COMPLETE STRUCTURE • 716 DESIGN IS FOR AN DDNMW. COUPO/ET /ND FNS BEEN DEVELOPED BASED ON CUSTOMER SLRPUED RFORMOTERL 3X4 3 1/4 FLAT SUPPORT 1 73 11/16 LUMBER COMPONENTS MARK TOP CHD 2X3 NO. 2 TOP CHD 2X3 NO. 2 BOT CHD 2X3 NO. 2 BOT CHD WEBS 2X6 STUD WEBS WEBS WEBS 2X3 STUD 158 1/2 GRAVITY LOADS ON CENTER Till PSR TCEL P5F: ON -SITE CONNECTIONS (BY OTHERS) AXIAL COUP. AXIAL TENSION C —) tom BOCA 20.0 10.0 BOLL P5F: 10.0 BCDL PSR 7.0 DUFTC -LW DUREAC -PLATE 1.15 1.15 JOINT 1 JOINT 2 JOINT 3 JOINT 4 011E DRAM4 10 31 01 DRAM Bt: MS APPROED CHART B SUPPORT 1 SUPPORT 2 SUPPORT 3 F:iP3rJ ®® ® ®® DO NOT SCALE DRAWBEG FOR 17131EISIONS o °pOOO Opp ol VELAR ° 41 AA1A I11 A R ° 5 2002 © COPYRIGHT 2001 BY: UNIVERSAL FOREST PRODI CORPORATE ENGINEERING 2601 EAST BELILINE RD.. NE GRANO RAPIDS, M 49505 PHONE (616)- 364 -6161 FAx 0111- 361 -7534 %` ORARN FOR HORTON MFG. PLANE /: 209 HC 1822R01 ;767' PUNT DESIGN 10- DEP -20 NOTES: 1) ALL DIMENSIONS IN INCHES UNLESS NOTE OTHERWISE. 2) ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 3) ALL PLATES TO BE PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE 4) PLACE PLATE SO THAT ELONGATED PUNCH HOLES ARE PARALLEL Wail UNES INDICATED ON DRAWING. 5) BEARING ARROW INDICATES 2 -1/2' BEARING UNLESS OTHER- WISE INDICATED. 6) TOP CHORD OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK TO THE HEEL OF THE TRUSS. OVERHANG MAY BE MEG. AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 7) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL). 8) TRUSS MEMBERS SHALL NOT BE CUT, DRILLED. SLICED, NOTCHED OR OTHERWISE ALTERED WITHOUT WRIIILN APPROVAL OF THE DESIGN ENGINEER. 9) INDICATED TRUSS PITCH IS APPROXIMATE. ALWAYS REFER TO THE ACTUAL DIMENSIONS BEFORE CUTTING. 10) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANSPORTATION. EXTREME CARE MUST BE UTILIZED ROTATING THE TOP CHORD INTO PLACE. TAKE PRECAUTION TO KEEP THE CHORDS IN PLANE,ANY BENDING TWISTING OF THE HINGE PLATE MUST BE REPAIRED BEFORE THE BUILDING IS PUT INTO SERVICE. II) TRUSS PRODUCTION MUST BE CONDUCTED UNDER A QUALITY CONTROL PROGRAM ADMINISTERED BY AN INDEPENDENT• THIRD PARTY INSPECTION AGENCY. 12) TO ENSURE PROPER PERFORMANCE OF THIS STRUCTURAL COMPONENT. ADEQUATE FIELD CONNECTIONS TO SECURE THE TRUSS MUST BE PROVIDED BY THE BUILDER. SIZE CONNECTIONS TO RESIST THE FORCES INDICATED IN CHARTS A & B. 13) TRUSSES SHALL BE BRACED ACCORDING TO T.P.I..S H.I.B. -91, HANDUNG. INSTALLING. AND BRACING METAL PLATE CONNECTED WOOD TRUSSES. 14) 2000 IBC SECTION 2308.10.7.1 & CHP 23. WI 1 -1995 ASCE 7 -98 C /C,INTENDED FOR LOW —RISE BLDG. W /MEAN ROOF HGT. Z<25 FT, REGULAR SHAPE,I- 1.O.EXP. C. V -130 MPH 3 SEC. GUST,BLDG. CAT, II,PARTIALLY ENCLOSED.EFF. AREA =36.55 SQ. FT.,INTERIOR ZONE ONLY.TRUSSES MAY NEED TO BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. 15) MAX TRUSS SPACING 16' o.c. 16) WIND CALCULATION SHOWN AT 16" o.c. ONLY 8 *4' �! Ma t202I *� SEAL P110!U8EORUL 026L174 i FNGI;;EE¢_ P2�� ,�'GlNE�Q .: RE1; v% 6j6N614& ENGINEER APPROVAL \,AeGroup \Truss_grp\ Support \MasterBlocks \ModulorO1.dwq THIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: 1) A.N.S.I./T.P.I. -95 & N.D.S. -97 2 Sect. 2309.2. 1997 Standard Building Code 3)ASCE 7 -98 C /C.Int. Zone.130mph.I.1.0.Z =15ft..Exp.0 4) 1/4 QS YMM. ABOUT CENTERLINE 3/4 --I TL18 2X8.5' HINGE(2) 12 36 7/16 FOLDED HGT. 82 9/16 SEE NOTE 14 4. 10 -- -- 13X4 L 2X5 5 1/81` 1/2 CANT. --1 11 3/4 FLAT -- --- 46 15/16 SUPPORT 1 102 9/16 RIDGE BEAM & TRUSS BOTTOM CHORD CONN. (BY OTHERS) SUPPORT 2 5) • COWORIRTO MH 1105E SECTIONS MO PROCEDURES DOES NOT NECESSARILY MITRE COYFLWICE 81114 ALL GENER/6NC 00DNANC6. TARS AND COOES THE BUID01G ARCHITECT OR ENGINEER 0 RESPONSIBLE TO AFTFU ALL APPLICABLE REG ATOMS ARE 501LSFIFD. COMIECTOR PLATES SAM. BE MFG. Mu 20 GAUGE HOT DIPPED GAIMACEED S1EII. MEETNG A510 A 653. GRADE 40. miss °DO RISE SHORN USE OF M5 STRUCTURAL COEwON341 N A COLP1E 5 STRUCTURE MUST BE AT THE SPECFlCATON OF THE DI IGNER Cr SAO COMPLETE SIRUC55010. ALL 1ATERA1. BRAG .0 SEAWEED HEREON TS FOR BRAZING 000000 L TRUSS MOHBERS 0H17. RESTRNNr OF LAURA. BRAGNG FOR OVERALL STRUCT- URE IS TO BE PBOITOFD BY DESIGNER OF COMPLETE STRUCTURE • THIS DESIGN 0 FOR AN NDNBIMI COMPd4T AND 0NS BEEN DEVF30PED MOOD ow CUSTOMER SUPPLED IFUPMTILRI. LUMBER COMPONENTS TOP CHD 2X4 STUD TOP CHD 2X4 NO. 2 BOT CHD 2X4 NO. 2 BOT CHO WEBS 2X4 STUD I WEBS WEBS WEBS 2X3 STUD MARK GRAVITY LOADS SPF (TS) SPF (T2) SPF (B1) (B2) SPF (w1) (W2) (w3) SPF OTHERS 7.0 ON -SITE CONNECTIONS (BY OTHERS) UUB��BO DCA SUPPORT 1 WRFAC -{BR PAWL-MATE 1.15 1.15 SUPPORT 2 SUPPORT 3 465 411# —. DO MOT SCALE MAIM `EDR oimENSb16 ®COPVRIGT 2001 BT: UNIVERSAL FOREST PRODUCTS, INC. ig CORPORATE ENGINEERING tam FAST SELTUNE RD.. ME GRAN RAMS Y 48505 MOTE (6161 -16{ -6161 FAX (616) - 361 -7534 MANN FOR DRAG, RD. Mra. PLAN T- HORTON 209 HC 1823R01 i7E77 PAM DESPIR 01 DEP -20 -03 DESIGN SPAN SPACING INCREASE CODE PLATE MFG 13.92 FT. 16 IN. 15 9; IBC TEELOK 20 GA. � 7T ac 1.'73 aP s":1 4 a lSt• ° C.1 d "'n �� a KILL b t�x'J.f, rnu+i� LOADS 0 16 IN C/C LUMBER MARK TOP CHD 20 PSF LL TOP CHD 2X4 STUD TOP CHD 10 PSF DL TOP CHD 2X4 NO. 2 BOT CHD 10 +7 PSF LL +DLBOT CHD 2X4 NO. 2 TOTAL 47 PSF BOT CHD WEBS 2X4 STUD ALT LOADS 0 IN C/C WEBS TOP CHD TOP CHD BOT CHD TOTAL PSF LL PSF DL PSF PSF TL18 2X8.5 HINGE 2 WEBS WEBS 2X3 STUD SPF SPF SPF SPF SPF 12 115 3/16 71.,/ (T1) (T2) (B1) (82) (W 1) (W2) (W3) OTHERS nt;Al- 0,2.607 A .,..44Aii \i\ L•oa0 SYMM. ABOUT CENTERLINE 1 1/2 6 1/2 TL18 2X8.5 HINGE 102 9/16 1 SEE NOTE 3X4 316 101 1 5 1/8 J 8 1/2 CANT. --- 6X6 3X3 --- 40 15/16 SUPPORT 1 42 9/16 • ARROWHEADS POINT TO LENGTH DIMENS ONS • NAIL PLATE LENGTH DIMENSION IN DIRECTION OF ELONGATED PLATE HOLES \ \UFPSUPP \BLOCKS \BORDERIAwG 167 64 3/16 • DO NOT SCALE THIS DRAWING FOR DIMENSIONS • ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE THIS TRUSS WAS DESIGNED IN ACCORDANCE W: 1 2000 IBC SECTION 2308.10.7.1 & CHP 23. )TB 1 -1995 2)ASCE 7 -98 C /C,INTENDED FOR LOW -RISE BLDG. W /MEAN 3)ROOF HGT. Z <25 FT. REGULAR SHAPE,I =1.O,EXP. C, V =130 MPH 3 SEC. GUST,BLDG. CAT. II,PARTIALLY ENCLOSED,EFF. 4)AREA =36.55 SQ. FT..INTERIOR ZONE ONLY,TRUSSES MAY NEED 5)TO BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. CONFORMRY WITH THESE SECTIONS AND PROCEDURES DOES NOT NECESSARILY ENSURE COMPUANCE WITH ALL GOVERNING ORDI- NANCES, LAWS AND CODES. THE BUILDING ARCHITECT OR ENGINEER IS RESPONSIBLE TO AFFIRM ALL APPLICABLE REGULATIONS ARE SATISFIED. USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT THE SPEC- IFICATION OF THE DESIGNER OF SAID COMPLETE STRUCTURE. ALL LATERAL BRACING SPECIFIED HEREON IS FOR BRACING INDIVIDUAL TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRAC- ING AND ADDITIONAL BRACING FOR OVERALL OF COMPLETE STRUCTURE. BY DESIGNER CONNECTOR PLATES SHALL BE MANUFACTURED FROM 20 GAUGE HOT DIPPED GALVANIZED STEEL. MEETING ASTM A 653. GRADE 40, UNLESS OTHERWISE SHOWN. -1- pgTE vo No.26639 PROFESSIONAL -1- R,yG�N� W. FRS RIDGE BEAM & TRUSS BOTTOM CHORD CONN. (BY OTHERS) SUPPORT 2 • ALL PLATES PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE NOTES: 1) MAX. PURUN SPACING= 2.0 FT. 2) MANUFACTURING TOLERANCES 1/4 IN. OVERALL HEIGHT 1/4 IN. OVERALL LENGTH 1 IN. VERTICAL POST PLACEMENT FOR ON -SITE CONNECTIONS, REFER TO CHARTS A AND B IF SHOWN. ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. BEARING ARROW INDICATE 2 -1/2 BEARING UNLESS OTHERWISE INDICATED. BOTTOM CHORD CAMBER 1/161N. OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK UP TO THE HEEL OF THE TRUSS AS NEEDED. OVERHANG MAY BE MANUFACTURED AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 8) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANS- PORTATION. 9) TRUSS MAY BE CUT ALONG VERTICAL LINE REF. TO ARROW 10)THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUS- LY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECK- ING OR DRYWALL). CHART A ON -SITE CONNECTIONS (BY OTHERS) AXIAL AXIAL LIPUFT SUPPORT I COMPRESSION TENSION SHEAR JOINT I 2021 2151 741 CHART B REACTIONS VERTICAL HORIZONTAL LIPUFT SUPPORT I 4481 357# 142# SUPPORT 2 316# 2481 UNIVERSAL FOREST PRODUCTS. INC. �Q�J 3153 THREE MILE RD. N.E GRAND RAPIDS, MICHIGAN 49505 PHONE (616) 364 -6161 SCALE 7/16 " =1' DATE 8/3/01 UNIVERSAL FOREST PRODUCTS, INC. CORPORATE OFFICES - GRAND RAPIDS, MI. MP DRAWN FOR HORTON 209 CHECKED BY TITLE HINGE - MONOPITCH APPROVED 94 °RWG. NO. HM2315R01 JOB 17033 DESIGN LOADS 0 16 IN C/C SPAN 12.63 FT. SPACING 16 IN. INCREASE 15 7. CODE IBC PLATE MFG TEELOK 20 GA. rtYACI"0z -f4 `..:*:.S.-\. FF,S "( `y 2607 C26074 i J A. LUMBER MARK TOP CHD 20 PSF LL TOP CHD TOP CHD 10 PSF DL TOP CHD BOT CHD 10 +7 PSF LL+DLBOT CHD TOTAL 47 PSF BOT CHD WEBS ALT LOADS 0 IN C/C WEBS TOP CHD TOP CHD DOT CHD TOTAL SPLICE DETAIL PSF PSF PSF PSF WEBS LL WEBS DL 2X3 2X3 2X3 NO. 2 NO. 2 NO. 2 SPF SPF SPF 2X6 STUD SPF 2X3 STUD SPF (T1) (T2) (B1) (B2) (W1) (w2) (W3) OTHERS RING 79 11/16 r 36 1/4 f, Qt-ORGI _. . b. .11E 4 3/16117 TL18 2X8.5 HINGE 4X4 36 1/16 — SEE NOTE 8 2X5 1X4 TL18 2X8.5 HINGE SEE CHART A, JOINT #1 1X3 LAT. BRACE 3/4 �— SEE NOTE 36 28 1/2 5 1/8 ,,,rrrrrrrrrr8 1/2 CANT. — P: • ��t;ENSF° No. 25922 iY •. • P Rl71 S:POET' TO LENGTH DIMENSIONS All PIA d 1H DIMENSION IN DIRECTION OF ELONGATED PLATE HOLES • ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE - 'eA+oon.uwc 3X4 SUPPORT 1 82 3/16 2X3 167 OPT. SPUCE SEE DETAIL 5X5 • DO NOT SCALE THIS DRAWING FOR DIMENSIONS 4 ' '4,jYA6Wi ,m. DESIGNED IN ACCORDANCE W: I rt1 W010b IBC SECTION 2308.10.7.1 & CHP 23. TPI 1 -1995 2)ASCE 7 -98 C /C,INTENDED FOR LOW —RISE BLDG.• W/MEAN 3) ROOF HGT. Z <25 FT. REGULAR SHAPE,I =I.0,EXP. C. V =130 4)MPH 3 SEC. GUST,BLDG. CAT. II,PARTIALLY ENCLOSED,EFF. AREA =36.55 S0. FT..INTERIOR ZONE ONLY.TRUSSES MAY NEF_C 5)TO BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. CONFORMITY RRN THESE SECTIONS AND PROCEDURES DOES NOT NECESSARET ENSURE COMPLIANCE WITH ALL CO+ERNNG ORDI- NANCES. E.PONSBLE TO AFAFFIRRM AU- APPLICABLE OR ARE . S TISFIED. USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT THE SPEC- IFICATION OF THE DESIGNER OF SAID COMPLETE STRUCTURE. ALL LATERAL BRACING SPECIFIED HEREON IS FOR BRACING INDIVIDUAL TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRAC- ING AND ADDITIONAL BRACING FOR OVERALL STRUCTURE IS TO BE PROVIDED BY DESIGNER OF COMPLETE STRUCTURE. CONNECTOR PLATES SHALL BE MANUFACTURED FROM 20 GAUGE HOT DIPPED GALVANIZED STEEL. MEETING AST/A A 653. GRADE 40. UNLESS OTHERWISE SHOWN. 10 63 N ®TES: 9, }-IAAX, PURUN SPACING= 2.0 FT. 'M21'MANUFACTURING TOLERANCES 1/4 IN. OVERALL HEIGHT 1/4 IN. OVERALL LENGTH 1 IN. VERTICAL POST PLACEMENT 3) FOR ON —SITE CONNECTIONS. REFER TO • CHARTS A AND B IF SHOWN. 4) ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 5) BEARING ARROW INDICATE 2 -1/2 BEARING UNLESS OTHERWISE INDICATED. 6) BOTTOM CHORD CAMBER 1/18N. 7) OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK UP TO THE HEEL OF THE TRUSS AS NEEDED. OVERHANG MAY BE MANUFACTURED AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 8) TRUSS MAY BE CUT ALONG VERT. UNE REF. TO ARROW. 9) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANS- PORTATION. 10) KNEEWAL NOT DESIGNED FOR EXPOSURE TO WIND. 11) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPUED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL.) CHART ON -SITE CONNECTIONS (BY OTHE:T1 AXIAL AXIAL HORIZONTAL I UPUPT COMPRESSION TENSION SHEAR 2401 _5<— 412# N/A I JOINT I 729/ 140# N/A RIDGE BEAM & TRUSS BOTTOM CHORD CONN. (BY OTHERS) SUPPORT 2 • ALL PLATES PLACED SYMMETRICALLY ON JOINTS UNI FSS NOTED OTHERWISE UNIVERSAL FOREST PRODUCTS. INC. OI] 3153 THREE MILE RD. N.E. GRAND RAPIDS, MICHIGAN 49505 PHOIE.: (616) 364 -6161 SCALE 5/8 " =1' DATE 6/18/01 BR CHART B REACTIONS VERTICAL HORIZONTAL I UPUPT SUPPORT I 4591 126# I 2401 SUPPORT 2 412# N/A I 2231 UNIVERSAL FOREST PRODUCTS, INC. CORPORATE OFFICES — GRAND RAPIDS, MI. DRAWN FUR HORTON 209 CHECKED Br HINGE MONOPITCH APPROVED 9N JOB ` 16700 ORWO. NO. HM2265R01 Q'r.:> D, N.E. DGAN 49505 61 UNIVERSAL FOREST PRODUCTS. INC. 3153 THREE NILE R GRAND RAPIDS, MICE PHONE (616) 364-6: DESIGN SPAN 14.08 FT. SPACING 16 IN. INCREASE 15 CODE IBC PLATE MFG TEELOK 20 GA. G9 Q��SR6 /\ No. 26639 T PROFESSIONAL 7- -f-�� 4,GINEEP ?/ `,441F*F *ry * *, ��f��pB Alyq, ��GENSf0 ." " 3922 * - . No.2 PROFESSIONAL i,, N W. i��*FF' .... I' LOADS 0 16 IN C/C TOP CHD TOP CHD BOT CHD TOTAL 20 10 10 +7 47 PSF PSF PSF PSF ALT LOADS 0 IN C/C LUMBER LL TOP CHD 2X4 NO. 2 SPE DL TOP CHD LL +DLBOT CHD 2X4 NO. 2 SPF BOT CHD WEBS WEes WEBS WEBS 2X3 STUD TOP CHD TOP CHD BOT CHD TOTAL 36 5/16 FOLDED HGT. 3X5 PSF U.. PSF DL PSF PSF ;TL18 2X8.5 HINGE 4X4 SPF 12 5 L- MARK (T1) (T2) (B1) (B2) (WI) (W2) (W3) OTHERS SEAL 026074 " B -s- j 1,, o G /NAT 006 .A I41 APPRI VED MAR , 2002 .1;71I &frik i4.'" '1'=,!!E:- ('e ,-147., 26 1/2 4 15/16 -I 12 1/2 CANT, SUPPORT 1 5X5 SPLICE 169 " ARROWHEADS POINT TO LENGTH DIMENSIONS " DO NOT SCALE THIS DRAWING FOR DIMENSIONS " NAIL PLATE LENGTH DIMENSION IN DIRECTO OF ELONGATED PLATE RULES " ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE \\UFPSUPP \BLOCKS\BORDERLDVG THIS TRUSS WAS DESIGNED IN ACCORDANCE VI 1) 2000 IBC SECTION 2308.10.7.1 & CHP 23. TPI 1 -1995 2 >ASCE 7 -98 C /C,INTENDED FOR LOW RISE BLDG. V /MEAN 3 )ROOF HGT. Z(25 FT, REGULAR SHAPE,I= LO,EXP, C, V =130 MPH 3 SEC. GUST,BLDG. CAT. II,PARTIALLY ENCLOSED,EFF. 4)AREA =36.55 SO. FT.,INTERIOR ZONE ONLY,TRUSSES MAY N 5)TO BE DBLD. AT ENDS 2. CORNERS OF ROOF END ZONES. CONFORMITY WITH NESS SECTIONS AND PROCEDURES DOES NOT NECESSARILY ENSURE COMPLIANCE WITH ALL GOVERMNC ORDI- NANCES. LAWS AND CODES. THE BUILDING ARCHITECT OR ENGINEER IS RESPONSIBLE TO AFFIRM ALL APPLICABLE REGULATIONS ARE SATISFIED. USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT THE SPEC- IFICATION OF THE DESIGNER OF SAID COMPLETE STRUCTURE. ALL LATERAL BRACING SPECIFIED HEREON IS_EOR._BRACING_INDIVIDUAL TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRAC- ING AND ADDITIONAL BRACING FOR OVERALL OFRCOMPLETE STRUCTURE. VIDED BY DESIGNER CONNECTOR PLATES SHALL BE MANUFACTURED FROM 20 GAUGE HOT DIPPED GALVANIZED STEEL, MEETING ASTM A 653, GRADE 40, UNLESS OTHERWISE SHOWN. NOTES: 1) MAX. PURLIN SPACING =2.0 FT. 2) MANUFACTURING TOLERANCES 1/4 IN. OVERALL HEIGHT 1/4 IN, OVERALL LENGTH I IN. VERTICAL POST PLACEMENT 3) FOR ON SITE CONNECTIONS, REFER TO CHARTS A AND B IF SHOWN, 4) ALL CONNECTOR PLATES ARE TO BE " INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. A 5> BEARING ARROW INDICATE 2 -1/2 BEARING UNLESS OTHERWISE INDICATED. 6) BOTTOM CHORD CAMBER 1/4 IN. 7) OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK UP TO THE HEEL OF T'" TRUSS AS NEEDED. OVERHANG MAY MANUFACTURED AT ANY LENGTH UP 1.. THE MAXIMUM SHOWN. 8)THIS DESIGN ASSUMES THE TOP 0. BOTTOM CHORDS ARE CONTINUOUS- LY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECK- ING OR DRYWALL). 9)PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANS- PORTATION. CHART A ON -SITE CONFECTIONS CDT OTHERS) AXIAL COMPRESSION >1 AXIAL TENSION SHEAR JOINT I 157* 17011 CHART B REACTIONS VERTICAL HORIZONTAL UPLIFT SUPPORT 1 476* 146* I 252* SUPPORT 2 411* 220* RIDGE BEAM & TRUSS BOTTOM CHORD CONN. (BY OTHERS) SUPPORT 2 " ALL PLATES PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE SCALE 5/8" =1, DATE 7/23/01 UNIVERSAL FOREST PRODUCTS, INC. CORPORATE OFFICES GRAND RAPIDS, MI. MP DRAWN FOR HORTON 209 CHECKED B* TITLE HINGE MONOPITCH APPROVED BY DRWG. Na HM2309R01 JOB ' 16922 SC -06 REScheck Compliance Certificate Georgia Residential Code (Calendar year 2003) REScheckSoftware Version 3.5 Release ld Data filename: C: \WINNT\Profiles\ roger\ Desktop \GeorgiaRescheck \14474288.rck PROJECT TITLE: HORTON HOMES, INC. CITY: Savannah STATE: Georgia HDD: 1847 CONSTRUCTION TYPE: Single Family DATE: 10/02/03 DATE OF PLANS: 10 -2 -03 PROJECT DESCRIPTION: THE BLACKSHEAR COMPLIANCE: Passes Maximum UA = 398 Your Home UA = 264 33.7% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Exterior Wall 1: Wood Frame, 16" o.c. Door 1: Solid Window 1: Metal Frame:Double Pane Floor 1: All -Wood Joist/Truss, Over Unconditioned Space Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U- Factor UA 1280 30.0 0.0 1270 15.0 6.0 40 142 1280 22.0 0.0 45 63 0.600 24 0.550 78 54 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Georgia Residential Code (Calendar year 2003) requirements in REScheckVersion 3.5 Release ld (formerly MECcheckj and to comply with the mandatory requirements listed '.: the RES checklnspection Checklist. Load calculations for purposes of sizing heating and cooling equipment are required. Builder/Designer Minimum R -Value Requirements: Basement and Crawl Walls R -5 Attic Kneewall Wall Cavity Mass Walls Roof/Ceiling Floors over unheated space R -19 R -ll R -5 R -19 R -11 OF`GE +I . O • '.Y + RQBERT E. GREGG FRED PP' ef�i DPeC T 2 5 2003 REScheck Inspection Checklist Georgia Residential Code (Calendar year 2003) REScheckSoftware Version 3.5 Release ld DATE: 10/02/03 PROJECT TITLE: HORTON HOMES, INC. Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments: Above -Grade Walls: 1. Exterior Wall 1: Wood Frame, 16" o.c., R -15.0 cavity + R -6.0 continuous insulation Comments: Windows: 1. Window 1: Metal Frame:Double Pane, U- factor: 0.550 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Solid, U- factor: 0.600 Comments: Floors: 1. Floor 1: All -Wood Joist/Truss, Over Unconditioned Space, R -22.0 cavity insulation Comments: Decorative Glazing Exemption: It is permissible to omit from this report a cumulative decorative glazing area less than or equal to 7 sq. ft. (5% of 142 sq. ft. total glazing fenestration area). Exemption locations: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights below an unconditioned attic must be air tight and Type IC- rated. Materials Identification: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R- values and glazing U- factors must be clearly marked on the building plans or specificati Duct Insulation: Ducts in unconditioned spaces must be insulated to R -5. Ducts outside the building must be insulated to R -8.0. Duct Construction: All ducts must be sealed with mastic and fibrous backing tape. Pressure - sensitive tape may be u for fibrous ducts. Duct tape is not permitted. ppRO V, 0 OCT 2 5 2003 co co H W C 4' GP The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: Load calculations for purposes for sizing heating and cooling equipment are required. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. r 2 PROVO OCT 2 5 2003 H W C Q, CAR_% Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non - Circulating Runouts Circulating Mams and Runouts Temperature (F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170 -180 0.5 1.0 1.5 2.0 140 -160 0.5 0.5 1.0 1.5 100 -130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2 2.5" to 4" Heating Systems Low Pressure /Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Depai tuient Use Only) RESIDENTIAL HEAT LOSS Ah- GAIN ANALYSIS MANUFACTURER: HORTON HOMES, INC. DESTINATION: GEORGIA VARIABLES: TEMPERATURES (DEGREE F.) OUTSIDE SUMMER DB INSIDE SUMMER DB OUTSIDE WINTER DB INSIDE WINTER DB DAILY RANGE(DEGREE F.) WINDOW AND DOOR GLASS AREA(SF) NORTH N := 27 EAST E := 33 SOUTH S := 37 WEST W := 45 WOOD /METAL DOOR AREA ROOF AREA FLOOR AREA HEAT GAINS A. GLASS: TOTAL B. DOORS: OS := 93 IS := 78 OW := 27 IW := 68 DR := 20 PAGE 1 OF 1 PLAN NO.: 1447-4288 JOB NO.: THE BLACKSHEAR RE: ACCA MANUAL J OCCUPANT CONTENT HVAC BLOWER FAN WATTS LIGHTING WATTAGE INCANDESCENT FLOURESCENT APPLIANCE LOAD(BTUH) AVERAGE WALL HEIGHT GROSS WALL AREA(SF) NW := 227 EW := 408 SW := 227 WW := 408 WD := 40 R := 1280 F := 1280 (COOLING LOADS): SRN := N. UG. (OS - IS) • 1.3 SRS := S. UG. (OS - IS) • 2 .7 GG := SRN + SRE + SRS + SRW DG := WD. WU. (OS - IS) • 1. 0 C. WALLS: TW WG D. ROOF: RG E. FLOOR: FG F. INFILTRATION: G. LIGHTS: TOTAL HEAT GAIN HG := (GG + DG + HG U- VALUES UG := 0.35 UW := 0.066 WU := 0.6 RU := 0.026 FU := 0.045 OC := 6 FAN := 500 IT := 600 FT := 160 AG := 1200 H := 8.5 GLASS WALL R15 DOOR ROOF R38 FLOOR R22 SRE := E. UG. (OS - IS) • 5 .1 SRW := W. UG. (OS - IS) • 5 . 1 GG = 2797.2 DG = 360 NW + EW + SW + WW TG := N +E +S +W := (TW - TG)•UW• (OS - IS)•1.2 R. RU. (OS - IS) • 2 .2 F. FU. (OS - IS) • 0. 9 IG := F• H• (OS - IS) • 0.012 LG := ((IT•3.4) + (FT•4.1))•0.5 (INCLUDING 10% FOR DUCT GAIN) WG + RG + FG + IG + LG + OC•300 + AG)•1.1 ATF := ATF = 8.18 ATF MUST BE > OR = TO 5.5 FAN-3.41 O.K. HEAT LOSS (HEATING A. GLASS: GL := B. DOORS: DL := C. WL := (NW + EW D. ROOF: RL := E. FLOOR: FL := F. INFILTRATION: LOADS) : (N + E + S + W) • UG• (IW - OW) WD. WU. (IW - OW) + SW + WW - N - E - S - W) • UW• (IW - OW) R. RU. (IW - OW) F. FU. (IW - OW) IL := F• H• (IW - OW) • 0.015 TOTAL HEAT LOSS (INCLUDING 10% FOR DUCT LOSS) HL := (GL + DL + WL + RL + FL + I L) • 1. 1 sue:' ROBERT E. GRE t) 0.04 520 WG = 1340.06 RG = 1098.24 FG = 777.6 IG = 1958.4 LG = 1348 HG = 13947.45 GL = 2037.7 DL = 984 WL = 3052.37 RL = 1364.48 FL = 2361.6 IL = 6691.2 HL = 18140.48 r- C13 ?PRO OCT 2 5 2003 W% I/ . `,�� , n .066. 6,),..-c,..- • �' ALRI • .�� ,� ,', ', I ' E s. }L SEE NOTE 2 //CONNAECTION�`, , // =3 MI VARIABLE E_i UFP TRUSS 2X6 ENDWALL CONSTRUCTION BY OTHERS vo0 111111 A "` Z I ,11 PREFABRICATED 2X6 ENDWALL. CONNECTION OF ENOWALL TO TRUSS BY OTHERS. CONNECTION "B" RIDGE BEAM (BY OTHERS) FA �G 11 �4 ��" �I,I 4k #2 SPE Ik DESIGN 1) 2) 3 4) 5) VARIABLE PARAMETERS: THE END TRUSS IS FULLY SUPPORTED ALONG THE LENGTH OF THE BOTTOM THE HATCHED REGION DENOTES THE AREA WHERE WIND PRESSURES ACT PERPENDICULAR AND THE EDGE OF THE BOTTOM PLATE. POSITIVE AND NEGATIVE WIND PRESSURES MAY BE APPLIED TO THE END TRUSS DESIGN PRESSURES WERE TAKEN FROM THE WIND LOAD CHARTS LOCATED IN 130 MPH WIND, EXPOSURE C, ZONE 4, 30 FT. MEAN ROOF HEIGHT. BOTTOM PLATE CONNECTION OF BOTTOM PLATE TO FULL LENGTH OF 2X3 STUD SPF DIAGONAL BY OTHERS. CONNECT FOR 80 PLF. CHORD. TO THE FACE OF THE 2X3 STUD SPF DIAGONAL cif, c cza LOCATED AT THE END WALL OF A HOME. IBC 2000. SECTION A —A c THE 2X6 #2 SPF BOTTOM PLATE NEEDS TO TRANSFER A 354 LBS AT 282 LBS AT 19:14 C- POINT LOAD (PERPENDICULAR TO PLANE OF TRUSS) AT CONNECTIONS CONNECTIONS CONNECTIONS "A" AND "B" BY OTHERS. EE CHART FOR "A" AND "8" "A" AND "B" ' n SPECIFIC LOADS APPLIED TO NOTED TRUSSES AT RIGHT. HM230902 HM228602 2X6 VERTICAL f- 11191111!! ►r,`pr, ,`,-„ xvi '. IT + caISTFR�� 1 Na. 25639 '�4�'l'`M tv,"Pew HC182002 HC1910R01 ,+ th4 ° ° ° ° °° . ` ®,,• °�,eCENS�p•;�� ,� ° 1'1 2X6 BOTTOM PLATE 2X3 DIAGONAL -�' PROFESSIONAL % �rS No. 23622 a PROFESSIONAL �'�.� UNIVERSAL FOREST PRODUCTS, INC. " 'VGINa,Q *$Gj 's RSV.., ,= �� •� f ' `• t APPROVED BY: DRAWN BY: JPK ot- ,`,�rA.•.,- � _.. %: " <i�1� * \. `�: ago ,. �, ��• * 5,... -,.F , /N w ; ,r,T,;;1\'i `\`` �' &E4Bipy� g�Aa�(,°tterk, /dR11to .,,t1 (`°'� DA 10/21/02 REVISED: ^Iq� ^^ qO ^� ^o=`Qf S- ' °V`�p ' ,5) :� : I / `'� OCT 5 210 o DULAR 2X6 ENDWALL DETAIL Uj NORTON HOMES GA 209 DRAWING NO. COO 1 801 I/ . NOTES: 1) ALL DIMENSIONS IN INCHES UNI FSS NOTE OTHERWISE 2) ALL CONNECTOR PLATES ARE TO BE INSTALLED OH BOTH SIDES UNLESS OTHERWISE INDICATED. 3) ALL PLATES TO BE PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE. 4) PLACE PLATE SO THAT ELONGATED PUNCH HOLES ARE PARALLEL WITH UNES INDICATED ON DRAWING. 5) BEARING ARROW INDICATES 2 -1/2" BEARING UNLESS OTHER- WISE INDICATED. 6) TOP CHORD OVERHANG AND /OR SOFFIT BLOCK MAY BE cur BACK TO THE HEEL OF THE TRUSS. OVERHANG MAY BE MFG. AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 7) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL). 8) TRUSS MEMBERS SHALL NOT BE CUT, DRILLED. SLICED, NOTCHED OR OTHERWISE ALTERED WITHOUT WRITTEN APPROVAL OF THE DESIGN ENGINEER. 9) INDICATED TRUSS PITCH IS APPROXIMATE. ALWAYS REFER TO THEFT, ACTUAL DIMENSIONS BEFORE CUTTING. 10) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT, °_~ OF THE TOP CHORD DURING TRANSPORTATION. EXTREME CARE! ., MUST BE UTILIZED ROTATING THE TOP CHORD INTO PLACE. /7r- TAKE PRECAUTION TO KEEP THE CHORDS IN PLANEANY BEN)N TWISTING OF THE HINGE PLATE MUST BE REPAIRED BEFORE )Cb THE BUILDING IS PUT INTO SERVICE. ENGINEER APPROVAL • �,.• �.. F1.4. II) TRUSS PRODUCTION MUST BE CONDUCTED UNDER A QUALITY CONTROL PROGRAM ADMINISTERED BY AN INDEPENDENT; THIRD`,, PARTY INSPECTION AGENCY. TO ENSURE PROPER PERFORMANCE OF THIS STRUCTURAL, COMPONENT, ADEOUATE FIELD CONNECTIONS TO SECURE THE ltiiz:a TRUSS MUST BE PROVIDED BY THE BUILDER. SIZE CONNECTIONS TO RESIST THE FORCES INDICATED IN CHARTS A & B. 13) TRUSSES SHALL BE BRACED ACCORDING TO T.P.I.•S 141.9. -91, HANDUNG, INSTALLING. AND BRACING METAL PLATE CONNECTED WOOD TRUSSES. 14) SHIM OR WEDGE TO ACHIEVE FULL BEARING SURFACE 15) KNEEWALL NOT DESIGNED FOR EXPOSURE TO WIND. 16) 2000 IBC SECTION 2308.10.7.1 & CHP 23. TPI 1 -1995 ASCE 7 -98 C /C,INTENDED FOR LOW –RISE BLDG. W /MEAN ROOF HGT. 2<25 Fr. REGULAR SHAPE,1 =1.0.EXP. C. V=130 MPH 3 SEC. GUST.BLDG. CAT. II.PARTIALLY ENCLOSED.EFF. AREA =36.55 SO. FT.•INTERIOR ZONE ONLY.TRUSSES MAY NEED 12 1/2 FIAT TO BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. CANT 17) MAX TRUSS SPACING 16" o.c. 18) WIND CALCULATION SHOWN AT 16" o.c. ONLY i. 'P 101 1/4 TL18 2X8.5 HINGE 36 5/16 FOLDED HGT. TL18 2X8.5 HINGE 1X3 LAT. BRACE SEE NOTE 15 — JOINT 1 55 3/8 8 1/2 4X4 L 3X5 4 15/165 \ \AeGroup \Trussgre \Support \MasterBlocks \ModularO l .dwq THIS TRUSS WAS DESIGNED IN ACCORDANCE WTTH: 1) A.N.S.I./T.P.I. -95 & N.D.S. -97 2) Sect. 2305.15, 1999 BOCA Notional Building Code 3) Sect. 2309.2. 1997 Standard Building Code 4) ASCE 7 -98 C /C,Int. Zone,130mph,1 =1.0.2= 15ft.Exp.0 5) • ammo HUH THESE SECTIONS AND PROCEDIRES DOES HOT NE[FSSARLY RISME COMPLIANCE 141H ALL GOVERMNG ORDNANCE, LAWS LAID CODES. THE BUILDING ARCRO4T OR DRDHEER 5 RESPONSIBLE TO AFFIRM ALL APPUCABLE REGULMIONS ARE SATISFIED. • CONNECTOR PIXIES SHALL HE MFG. FROM 20 GAUGE HOT GPPED GALVARIED STEEL KM ASIM A 613, GRADE 10. UNLESS 01)1Rg5E 910114. • USE or Ills SIRX.TLDAL COUP:MEM N A COMPETE STRUCTURE RUST BE AT THE SPEOFICAI N OF THE DESIGNER OF SAID COMPLETE STRUCTURE ALL LATERAL BRAn0 SPECFIED HEREON 6 FOR BRACING NONOUA. TRUSS MEMBERS 0111.7. 110519 N1 OF LATERAL BRAQIG FOR O9FRA L STRUCT- URE IS TO BE PRINTED Bf DENGHER OF CEAIPLETE S'IRUCIURE • THIS DESIGN 6 FOR AN NOMIXYL COmPONEr AHD HAS BED4 DEVELOPED BASED ON CUSTOMER SUPPLIED INFORMATION. L SEE NOTE 14 SUPPORT 1 69 SPLICE 169 75 3/8 RIDGE BEAM . TRUSS BOTTOL! CHORD CONN (BY OTHERS) SUPPORT 2 LUMBER COMPONENTS MARK GRAVITY WADS ON -511 t CONNECTIONS (Br MIMS) TOP CHD 2X4 NO. 2 TOP CHD DOT CHD 2X4 NO. 2 BOT CHD WEBS WEBS WEBS WEBS 2X3 STUD SPF (Tl) (T2) SPF (B1) (B2) (WI) (w2) (W3) SPF OTHERS ex C" Core 16 ICU. P5F. 20.0 Tcel. PSF. 10.0 BCLL PS : 10.0 BCDL PSF 7.0 CHART A JOINT I JOINT 2 JOINT 3 JOINT 4 CHART B SUPPORT 1 AXIAL COMP. A ;IAA TENSION < -> SHEAR 158 168# CODE BOCA SBC IBC DATE DRAW 10/31/01 REACTIONS VERT HOHZ UPLIFT 478# 1O6# 254# OURFAC -IBR LA MAC -RATE 1.15 1.15 SUPPORT 2 407# 1/2 =1 ®COPYRIGHT 2001 BY: UNIVERSAL FOREST PRODUCTS, INC. CORPORATE ENGINEERING 2601 EAST BFL7UIE Mx. NE GRAND RAPIDS. 14 49505 PHONE (616)-)64 -6161 PAt (&l5 -361 -7534 IRLAmHI FDR HORTON MFG RUNT f: 209 CRAG. MX HC1820R01 r6r DO IDi SCALE ORAWNG FDR D9EFGDHS PLANT DES►N P. DEP -20 -01 NOTES: I) ALL DIMENSIONS IN INCHES UNLESS NOTE OTHERWISE. 2) ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 3) ALL PLATES TO BE PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE. 4) PLACE PLATE SO THAT ELONGATED PUNCH HOLES ARE PARALLEL WITH ONES INDICATED ON DRAWING. 5) BEARING ARROW INDICATES 1-1/21 BEARING UNLESS OTHER- WISE INDICATED. 6) TOP CHORD OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK TO THE HEEL OF THE TRUSS. OVERHANG MAY BE MFG. AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 7) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPUED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL). 8) TRUSS MEMBERS SHALL NOT BE CUT, DRILLED, SUCED, NOTCHED OR OTHERWISE ALTERED WITHOUT WRITTEN APPROVAL OF THE DESIGN ENGINEER. 9) INDICATED TRUSS PITCH IS APPROXIMATE. ALWAYS REFER TO THE ACTUAL DIMENSIONS BEFORE CUTTING. 10) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANSPORTATION. EXTREME CARE MUST BE UTILIZED ROTATING THE TOP CHORD INTO PLACE. TAKE PRECAUTION TO KEEP THE CHORDS IN PLANE.ANY BENDING TWISTING OF THE HINGE PLATE MUST BE REPAIRED BEFORE THE BUILDING IS PUT INTO SERVICE. 11) TRUSS PRODUCTION MUST BE CONDUCTED UNDER A QUALITY CONTROL PROGRAM ADMINISTERED BY AN INDEPENDENT THIRD PARTY INSPECTION AGENCY. 12) TO ENSURE PROPER PERFORMANCE OF THIS STRUCTURAL COMPONENT, ADEQUATE FIELD CONNECTIONS TO SECURE THE TRUSS MUST BE PROVIDED BY THE BUILDER. SIZE CONNECTIONS TO RESIST THE FORCES INDICATED IN CHARTS A & B. 13) TRUSSES SHALL BE BRACED ACCORDING TO T.P.I.'S H.I.B. -91, HANDUNG, INSTALLING, AND BRACING METAL PLATE CONNECTED WOOD TRUSSES. 14) SHIM OR WEDGE TO ACHIEVE FULL BEARING SURFACE 15) KNEEWALL NOT DESIGNED FOR EXPOSURE TO WIND. 16) 2000 IBC SECTION 2308.10.7.1 & CHP 23, TPI 1 -1995 ASCE 7 -98 C /C.INTENDED FOR LOW -RISE BLDG. w/MEAN ROOF HGT. Z<25 FT, REGULAR SHAPE.I =1.0.EXP. C, V =130 MPH 3 SEC. GUST.BLDG. CAT. II,PARTIALLY ENCLOSED,EFF. AREA =36.55 SO. FT.,INTERIOR ZONE ONLY,TRUSSES MAY NEED TO BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. 17) MAX TRUSS SPACING 16" o.c. 18) WIND CALCULATION SHOWN AT 16" o.c. 11 A Et Ar • •��CENs No. 23922 ; PROFESSIONAL J • • s •'".114/••• I• E•• P�,�� o•r�� le ENGINEER APPROVAL \'\�� Cf�hOC /7'1 ") e, LX5 5 1/8 12 1/2 CANT. — 13 3/4 — SEAL 36 5/16 06074 - - - - -A HINGE DETAIL 12 517 i-ST .' No.26639 - PROFESSIONAL F'VGINE- pR V TL18 2X8.5 HINGE 112 3/16 1X3 LAT. BRACE 1118 2X8.5 HINGE JOINT #1 SEE NOTE 15 59 3/8 36 5X5 2X3(2 SEE NOTE 14 68 SUPPORT 1 79 3/8 8 1/2 RIDGE BEAM & TRL CHORD CONN. (BY SUPPORT 2 SPLICE 179 SS BOTTOM OTHERS) \ \AeGroup ,Trussarp\ Support\MasterUlocks \MOauION1.awq THIS TRUSS WAS DESIGNED IN ACCORDANCE WiTH: 1) A.N.S.I./T.P.I. -95 & N.D.S. -97 2) Sect. 2305.15, 1999 BOCA National Building Code 3) Sect. 2309.2, 1997 Standard Building Code 4) ASCE 7 -98 C C,1nt. Zone,130m h.l= 1.O,Z= 15ft.,Ex C / P P- 5 • [WORMY n1111 THESE SECTIONS NO PROCEDURES DOES NOT NECESS•R:T INSURE COMMIWCE FAA Al GOvEmaNG ORDINANCES, lAws AND CODES. Tiff MADAME MEATIER OR ENGrR.ER 5 RESPONSIBLE TO AFRUY ALL APPaf•DLE RECAAATIONS ARE WAVED. • CONNECTOR PATES s. BE UFO. PROM 20 GAUGE MOP DIPPED GN.VANQED STEEL. 115010 G 051N A 653. GRADE CT MSS 01NFF1150 SHOWN. • USE OF ISIS STRUCTURAL COMPONENT rM A COTIPIXTE STRUCTURE YIIST HE M THE SPECIFICATION OF THE DESICRER OF SOD COMPLETE SMAI/CMFE ALL LATERAL OPACI C SPECIFIED HEREON 5 FDR BRACING HE PM. TRUSS LOWERS ONLY. ONPLETrt or LATERAL LOLACAIG FOR o oi. SIRIICT- ORE IS TO DE ES FoR PREMED BY DESIGNER OF COMPLETE HAS BE IE • SHI5 D6MGG 5 TOR AN LIED IU•L COMPONET AM) MRS BEEN DL`:IIDPm BASED 014 CEOTOMER SUPPLIED RMFOR/RTFDN. LUMBER COMPONENTS MARK GRAVITY LOADS ON SITE CONNECTIONS (� OTHERS) c : cDDE`4 _e 8 IBC r, 6oT eT: ". RSAL FOREST PRODUCTS, INC. CORPORATE ENGINEERING 2601 EAST 16)-30 REL. NE GRAND RAPIDS. 64 49505 PHONE (616} J64 6161 FAX (616) ]61 -7534 TOP CHD 2X4 N0. 2 SPF (il) TOP CHD (T2) BOT CHD 2X4 NO. 2 SPF (81) BOT CHD (82) WEBS (W1) WEBS (W2) WEBS (w3) WEBS 2X3 STUD SPF OTHERS �� DN moot 16 CHART A COUP. -,<- TENSION <_, SHEAR DATE ixi 31 10/31 /01 ICU. PSF: 20.0 JOINT t 203# 186# - - JOINT 2 — — — DRAWN BA MS Ira" PsF. 10.0 DRAM FOR YET: FLAW k NORTON 209 JOINT 3 _ — — - _ _ JOINT 4 — — —.— - -R —.— APPROVED IMP Na PSF: 10.0 OM NO H C 182 1 R 01 176 cwuRT TT vERT HOR2 UPLIFT SCALE 2 =1 BM. 7.0 SUPPORT 1 503# i 17# 262# PEANT DESFGN IR DEP -20 -02 SUPPORT 2 433# —.— —.— DO NOT ATE DRUq& FDR DYIaBDi6 DIA3AC -lBR DIRffAt -PATE 1.15 1.15 SUPPORT 3 _ _ _ — — _ . (TI) (T2) (B1) (B2) (WI) (W2) (w3) OTHERS NOTES: 1) ALL DIMENSIONS IN INCHES UNLESS NOTE OTHERWISE. 2) ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 3) ALL PLATES TO BE PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE. 4) PLACE PLATE SO THAT ELONGATED PUNCH HOLES ARE PARALLEL WITH LINES INDICATED ON DRAWING. 5) BEARING ARROW INDICATES 2 -1/2" BEARING UNLESS OTHER- WISE INDICATED, 6) TOP CHORD OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK TO THE HEEL OF THE TRUSS. OVERHANG MAY BE MFG. AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 7) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL). 8) TRUSS MEMBERS SHALL NOT BE CUT, DRILLED, SLICED, NOTCHED OR OTHERWISE ALTERED WITHOUT WRITTEN APPROVAL OF THE DESIGN ENGINEER. 9) INDICATED TRUSS PITCH IS APPROXIMATE. ALWAYS REFER TO THE ACTUAL DIMENSIONS BEFORE CUTTING. 10) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANSPORTATION. EXTREME CARE MUST BE UTILIZED ROTATING THE TOP CHORD INTO PLACE. TAKE PRECAUTION TO KEEP THE CHORDS IN PLANE,ANY BENDING TWISTING OF THE HINGE PLATE MUST BE REPAIRED BEFORE THE BUILDING IS PUT INTO SERVICE. II) TRUSS PRODUCTION MUST BE CONDUCTED UNDER A QUALITY CONTROL PROGRAM ADMINISTERED BY AN INDEPENDENT THIRD PARTY INSPECTION AGENCY. 12) TO ENSURE PROPER PERFORMANCE OF THIS STRUCTURAL COMPONENT, ADEQUATE FIELD CONNECTIONS TO SECURE THE TRUSS MUST BE PROVIDED BY THE BUILDER. SIZE CONNECTIONS TO RESIST THE FORCES INDICATED IN CHARTS A & B. 13) TRUSSES SHALL BE BRACED ACCORDING TO T.P.I.'S H.I.B. -91, HANDLING, INSTALLING. AND BRACING METAL PLATE CONNECTED WOOD TRUSSES. 14) TRUSS MAY BE CUT ALONG VERTICAL UNE REF. TO ARROW 15) KNEEWALL NOT DESIGNED FOR EXPOSURE TO WIND. 16) 2000 IBC SECTION 2308.10.7.1 & CHP 23. TPI 1 -1995 ASCE 7 -98 C /C.INTENDED FOR LOW -RISE BLDG. W /MEAN ROOF HGT. Z<25 FT, REGULAR SHAPE,I= 1.O,EXP. C. V =130 MPH 3 SEC. GUST,BLDG. CAT. II,PARI1ALLY ENCLOSED.EFF. 5 1/8 -I- AREA.-36.55 SO. Fr.,INTERIOR ZONE ONLY.TRUSSES MAY NEED TO BE DBLD. AT ENDS de CORNERS OF ROOF END ZONES. 8 1/2 17) MAX TRUSS SPACING 16" o.c. 18) WIND CALCULATION SHOWN AT 16" o.c. ONLY. ENGINEER APPROVAL SPLICE DETAIL 8 1/16 — 1 1/2 — 2X3 AeGrou Truss Su • ort MasterBlocks ModularOl.d THIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: 1 A.N.S.I./T.P.I. -95 de N.D.S. -97 2 Sect. 2305.15, 1999 BOCA Notional Building Code 3 Sect. 2309.2, 1997 Standard Building Code 4) ASCE 7 -98 C /C,Int. Zone,130mph,1= 1.0,Z= 15ft.,Exp.P Searmuff,. WrM THESE SECTIONS AID PROCEDURES DOES NOT NECESSARILY INSURE COUPUMICE MM ALL GANERNNG ORDINANCES, LAWS AND 0006 THE BORDNG ARCHITECT OR ENGINEER R RESPONSIBLE TO AFFIRM ALL APPLICABLE REGULATIONS ARE SATISFIED. CONNECTOR PLATES SHALL. BE MFG FROM 20 GAUGE NOT DIPPED GALVANZED STEEL MEETING AS1M A 651 GRADE 40, NUM OTHERWISE SHOWN • USE OF MS STRUCTURAL COMPONENT N A COMPLETE STRUM/1M MUST BE AT THE SPECIFICATION OF THE DESIGNER OF SAID COUPLETS STRUCTURE ALL LATERAL BRACPIG SPECIFIED HEREON IS FOR BRACING NOMDILAL TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRACING FOR OHERVL STRUCT- URE TS 70 BE PRO.IDED BY DESIGNER OF COMPLETE STRUCTURE. • 7143 DESIGN IS FOR AN INONdi11. COMPONET AND HAS BEEN DEVELOPED BASED ON CUSTOMER SUPPLIED RIORUETTN. O.H. 1X3 -1- 36 1/16 — SEE NOTE 14 A\ 01STeyC NO. 26639 PROFESSIONAL 4G(N-' �? W. FR4-4. 0. CAR p4Op-'i. �,�orFESSip4�y9 f G v,, • I SEAL s 026074 5 HINGE DETAIL i �CENgF� Sq NO. 23922 0. PROFESSIONAL S T4 '1��.LG/NEEQ�j ` 80 11/16 II-.79-tool 3/4 TL18 2X8.5 HINGE 4.181 TL18 2X8.5 HINGE JOINT #1 1X3 LAT. BRACE X4 SEE NOTE 15 43 1 8 1/2 63 2X5 1 0 3X4 3 1/4 FLAT 73 11/16 36 4X4 2X3 OPT. SPLICE SEE DETAIL RIDGE BEAM CHORD CONN SUPPORT 2 SUPPORT 1 LUMBER COMPONENTS MARK TOP CHD 2X3 NO. 2 TOP CHD 2X3 NO. 2 BOT CHD 2X3 NO. 2 BOT CHD WEBS 2X6 STUD WEBS WEBS WEBS 2X3 STUD SPF SPF SPF SPF SPF GRAVITY LOADS ON CORER TCSL PSF. 158 1/2 ON -SITE CONNECTIONS (BY OTTERS) m:n - > <- IS IMIERMICII 20.0 TCDL PSE: 10.0 BCIl PSF: 10.0 AXIAL COUP. ARIAL TENSION JOINT 1 JOIN 2 ® ®® . ®� BCDL PSF, 7.0 JOINT 4 CHART SUPPORT 1 owe BOCA IBC DATE IRAB 10 31 IE 01 CRAIN Dr: MS APPPOFED • DURFAC -(BR WRAC-PLATE 1.15 1.15 SUPPORT 3 00 WIT SCALE DRAWD G FEB 5MENSIO115 © COPYRIGHT 2001 BY: UNIVERSAL FOREST PROD' CORPORATE ENGINEERING 2601 EAST BELTIANE RD.. NE GRAND RAMS, MA 49505 PHONE (616)- 364 -6161 FAX (616) - 361 -7534 /(1 °+� p00000p Sr iT APP C I T. yj MAR 5 2002 513,a NC, 111 Mom WARM FOR HORTON UFO. PIAMI 6: 209 CARE NO. HC 1822R01 17647 PLANT DESIGN D: DEP -20 NOTES: 1) ALL DIMENSIONS IN INCHES UNLESS NOTE OTHERWISE. 2) ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 3) ALL PLATES TO BE PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE 4) PLACE PLATE SO THAT ELONGATED PUNCH HOLES ARE PARALLEL WITH ONES INDICATED ON DRAWING. 5) BEARING ARROW INDICATES 2 -1/2" BEARING UNLESS OTHER- WISE INDICATED. 6) TOP CHORD OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK TO THE HEEL OF THE TRUSS. OVERHANG MAY BE MFG. AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 7) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPUED RIGID SHEATHING (PLYWOOD DECKING OR DRYWALL). B) TRUSS MEMBERS SHALL NOT BE CUT, DRILLED, SLICED. NOTCHED OR OTHERWISE ALTERED WITHOUT WRNILN APPROVAL OF THE DESIGN ENGINEER. 9) INDICATED TRUSS PITCH IS APPROXIMATE. ALWAYS REFER TO THE ACTUAL DIMENSIONS BEFORE CUTTING. 10) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANSPORTATION. EXTREME CARE MUST BE UTILIZED ROTATING THE TOP CHORD INTO PLACE. TAXE PRECAUTION TO KEEP THE CHORDS IN PLANEANY BENDING TWISTING OF THE HINGE PLATE MUST BE REPAIRED BEFORE THE BUILDING IS PUT INTO SERVICE. 11) TRUSS PRODUCTION MUST BE CONDUCTED UNDER A OUAUTY CONTROL PROGRAM ADMINISTERED BY AN INDEPENDENT; THIRD PARTY INSPECTION AGENCY. 12) TO ENSURE PROPER PERFORMANCE OF THIS STRUCTURAL COMPONENT. ADEQUATE FIELD CONNECTIONS TO SECURE THE TRUSS MUST BE PROVIDED BY THE BUILDER. SIZE CONNECTIONS TO RESIST THE FORCES INDICATED IN CHARTS A & B. 13) TRUSSES SHALL BE BRACED ACCORDING TO T.P.I.S H.I.B. -91, HANDUNG. INSTALLING. AND BRACING METAL PLATE CONNECTED WOOD TRUSSES. 14) 2000 IBC SECTION 2308.10.7.1 & CHP 23, WI 1 -1995 ASCE 7 -98 C /C,INTENDED FOR LOW -RISE BLDG. W /MEAN ROOF HGT. Z<25 FT, REGULAR SHAPE.1- 1.0.EXP. C. V -130 MPH 3 SEC. GUST,BLDG. CAT, ILPARTIALLY ENCLOSED.EFF. AREA =36,55 SO. FT..INTERIOR ZONE ONLY.TRUSSES MAY NEED TO BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. 15) MAX TRUSS SPACING 16" o.c. 16) WIND CALCULATION SHOWN AT 16" o.c. ONLY \ \Ae Group \Trussgrp\ Support \MasterBlocks \ModularOI.dwq _©R�; Ci q..P157Ek. Na25639 PROFESSIONAL '1L �QINEE W FR CSYMM. ABOUT CENTERLINE 3/4 --� TL18 2X8.5 HINGE(2) 1/4 12 7V 36 7/16 FOLDED HGT. s. 10 — 2X5 5 1/8 11 8 1/2 CANT. 11 3/4 FLAT --- U aoo °xal --�7 Q � fi l✓ 82 9/16 �'B1) 64 3/16 —46 15/16 SUPPORT 1 -- 36 9/16 167 102 9/16 RIDGE BEAM & TRUSS CHORD CONN. (BY OT SUPPORT 2 BOTTOM ERS) THIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: 1) A.N.S.I./T.P.I. -95 & N.D.S. -97 2)Sect. 2309.2. 1997 Standard Building Code 3)ASCE 7 -98 C /C.lnt. Zone,130mph,1= 1.O,Z= 15ft.,Exp,C 4) 5) • COWORIm MDT THESE SEC110 G AND PROCEDURES DOES HOT 1ECOSA ILY INSURE COUPLWKE WITH ALL GOIERHNG ORD►NNCES. IARS NW CODES. THE WRONG ARLTRELT OR PIONEER N RESPONSIBLE TO REFIRE ALL APPUGABEE REGULATORS ARE SATISFIED. CONNECTOR RATES SINEL BE WC. FROM 20 GAUGE 417( DPPO) TARIM:ED S7ECL IUEEWI. AS711 A 653. GRADE 40. MUSS ORERINSE SHORN. USE OF TTIS STRUCTURAL WNPONOTr N A COBIETE STRUCTURE MIST BE AT THE SPECFICATiON OF THE DESIGNER Of SN0 COMPUTE STRUCTURE ALL IATERN. WACNG SPURTED HEREON 1S FOB BRACING WNDUVL TRUSS WEBERS D/oT. RESIRANT OF u1UW. BWCNG FOR 000I51. STRUCT- URE IS TO BE PROVIDED Br (COWER OF COMPLETE STRUCTURE • THIS DESIGN 5 FOB AH *WM L COMPDIET AND HAS BEEN DVELDPED BASED ON CUSTOMER SURPU ED IPORMTIOIL LUMBER COMPONENTS TOP CHD 2X4 STUD TOP CHD 2X4 NO. 2 BOT CHD 2X4 NO. 2 SOT CHD WEBS 2X4 STUD WEBS WEBS WEBS 2X3 STUD MARK GRAVITY LOADS SPF (T1) SPF (T2) SPF (B1) (82) SPF (W1) (W2) (W3) SPF OTHERS RCM PSF: 7.0 ON -SITE CONNECTIONS (BY OTHERS) BC /IC BO SUPPORT 1 WRPAC -(BR DUSAC- PLATE: 1.15 1.15 SUPPORT 2 SUPPORT 3 465 411 #I - CO NOT SCALE DRAMN *DR DIOGO1a ®GOPTRIGMT 2001 EFT: UNIVERSAL FOREST PRODUCTS, INC. CORPORATE ENGINEERING 2510 EAST 05LTU( RO.. NE GRAD BMW'S. K 40505 PRONE (616)- 364 -6151 FAX (616)- 361 -9334 DRN01 FOR MFG. RANT 1: HORTON 209 °"""° HC 1823R01 176"7"` RIM DESIPI Q DEP -20 -03 DESIGN SPAN SPACING INCREASE CODE PLATE MFG 13.92 16 15 IBC TEELOK 20 GA. FT. IN. q LOADS ® 16 IN C/C LUMBER TOP CHD 20 PSF LL TOP CHD 2X4 STUD TOP CHD 10 PSF DL TOP CHD 2X4 NO. 2 BOT CHD 10 +7 PSF LL +DIBOT CHD 2X4 NO. 2 TOTAL 47 PSF BOT CHD WEBS 2X4 STUD ALT LOADS 0 IN C/C WEBS TOP CHD TOP CHD BOT CHD TOTAL SEE NOTE 9 3X4 36 10 5 1/8 1 8 1/2 CANT. -- PSF LL PSF DL PSF PSF TL18 2X8.5 HINGE 2 3X4 WEBS WEBS 2X3 STUD SPF SPF SPF SPF SPF 12 115 3/16 7 V OTHERS SYMM. ABOUT CENTERLINE —Fr-- 1 1/2 6 1/2 TL18 2X8.5 HINGE JOINT 1 102 9/16 1/2 28 1/2 6X6 3X3 -- 40 15/16 - SUPPORT 1 42 9/16 • ARROWHEADS POINT TO LENGTH DIMENS ONS • NAIL PLATE LENGTH DIMENSION IN DIRECTION OF ELONGATED PLATE HOLES \ \UFPSUPP \BLOCKS \BORDERI.DWG 167 3X SP ICE 2X5 B1 64 3/16 4X4 • DO NOT SCALE THIS DRAWING FOR DIMENSIONS • ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE THIS TRUSS WAS DESIGNED IN ACCORDANCE W: 112000 IBC SECTION 2308.10.7.1 & CHP 23. TPI 1 -1995 2) ASCE 7 -98 C/C.INTENDED FOR LOW -RISE BLDG. W /MEAN 3) ROOF HGT. Z<25 FT, REGULAR SHAPE,I= I.O,EXP. C, V =130 MPH 3 SEC. GUST,BLDG. CAT. II,PARTIALLY ENCLOSED,EFF. 4)AREA =36.55 SO. FT..INTERIOR ZONE ONLY,TRUSSES MAY NEED 5)TO BE DBLD, AT ENDS & CORNERS OF ROOF END ZONES. CONFORMITY WITH THESE SECTIONS AND PROCEDURES DOES NOT NECESSARILY ENSURE COMPLIANCE WITH ALL GOVERNING ORDI- NANCES. LAWS AND CODES. THE BUILDING ARCHITECT OR ENGINEER IS RESPONSIBLE TO AFFIRM ALL APPLICABLE REGULATIONS ARE SAnsFEO. USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT THE SPEC- IFICATION OF THE DESIGNER OF SAID COMPLETE STRUCTURE. ALL LATERAL BRACING SPECIFIED HEREON IS FOR BRACING INDIVIDUAL TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRAC- ING AND ADDITIONAL BRACING FOR OVERALL STRUCTURE IS TO BE PROVIDED BY DESIGNER OF COMPLETE STRUCTURE. CONNECTOR PLATES SHALL BE MANUFACTURED FROM 20 GAUGE HOT DIPPED GALVANIZED STEEL, MEETING ASTM A 653, GRADE 40, UNLESS OTHERWISE SHOWN. No. 26639 4- PROFESSIONAL tiGINEj W, FOt RIDGE BEAM Sc TRUSS BOTTOM CHORD CONN. (BY OTHERS) SUPPORT 2 • ALL PLATES PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE UNIVERSAL FOREST PRODUCTS. INC. `Qpj 3153 THREE MILE RD. N.E GRAND RAPIDS. MICHIGAN 49505 PHONE (616) 364 -6161 NOTES: 1) MAX. PURUN SPACING= 2.0 FT. 2) MANUFACTURING TOLERANCES 1/4 IN. OVERALL HEIGHT 1/4 IN. OVERALL LENGTH 1 IN. VERTICAL POST PLACEMENT 3) FOR ON -SITE CONNECTIONS, REFER TO CHARTS A AND B IF SHOWN. 4) ALL CONNECTOR PLATES ARE TO BE I INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 5) BEARING ARROW INDICATE 2-1/2 BEARING UNLESS OTHERWISE INDICATED. 6) BOTTOM CHORD CAMBER 1/161N. 7) OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK UP TO THE HEEL OF THE TRUSS AS NEEDED. OVERHANG MAY BE MANUFACTURED AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 8) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANS- PORTATION. 9) TRUSS MAY BE CUT ALONG VERTICAL LINE REF. TO ARROW 10)THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUS- LY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECK- ING OR DRYWALL). CHART A ON —SRE CONNECTIONS (BY OTHERS) AXIAL AXIAL UPUFT SUPPORT 1 COMPRESSION TENSION SHEAR JOINT I 2D2# 2151 741 CHART B REACTONS VERTICAL HORIZONTAL UPUFT SUPPORT 1 4461 3571 I421 SUPPORT 2 316/ 2481 SCALE 7/16• =1' DATE 8/3/01 UNIVERSAL FOREST PRODUCTS, INC. CORPORATE OFFICES — GRAND RAPIDS, MI. MP CHECKED BY APPROVED 0 9; JOB 17033 DRAWN FOR HORTON 209 TITLE HINGE— MONOPITCH DRWG. NO. HM2315R01 DESIGN SPAN 12.63 FT. SPACING 16 IN. INCREASE 15 7. CODE IBC PLATE MFG TEELOK 20 GA. SEAL G26074 LOADS 0 16 IN C/C TOP CHD TOP CHD BOT CHD TOTAL ALT LOADS 0 20 10 10+7 47 LUMBER MARK PSF LL TOP CHD PSF DL TOP CHD PSF LL+DLBOT CHD PSF BOT CHD WEBS IN C/C WEBS WEBS WEBS TOP CHD TOP CHD BOT CHD TOTAL SPLICE DETAIL PSF LL PSF DL PSF PSF 2X3 2X3 2X3 NO. 2 NO. 2 NO. 2 SPF SPF SPF 2X6 STUD SPF 2X3 STUD SPF (T1) (T2) (B1) (B2) (w1) (W2) (W3) OTHERS HING 79 11/16 36 1/4 12 4 3/160 TL18 2X8.5 HINGE 4X4 36 1/16 - SEE NOTE 8 2X5 1X4 TL18 2X8.5 HINGE SEE CHART A, JOINT #1 1X3 LAT. BRACE 3/4 SEE NOTE 28 1/2 5 1/8 , E„ „ '4 8 1/2 CANT. — P4GENSE . 3X4 SUPPORT 1 82 3/16 2X3 No.23922 • P4tR 5:POL T' TO LENGTH DIMENSIONS t��AIL PIA AITIOTH SIMENSION IN DIRECTION OF ELONGATED PLATE HOLES •DROen1.DA'c 167 OPT. SPLICE SEE DETAIL B1 5X5 • DO NOT SCALE THIS DRAWING FOR DIMENSIONS • ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE Y, ,,V PAS DESIGNED IN ACCORDANCE We "MO IBC SECTION 2308.10.7.1 & CHP 23. TPI 1 -1995 ASCE 7 -98 C /C.INTENDED FOR LOW -RISE BLDG. • W /MEAN 3) ROOF HGT. Z <25 FT, REGULAR SHAPE,I =1.O,EXP. C, V =130 4) MPH 3 SEC. GUST,BLDG. CAT. II,PARTIALLY ENCLOSED,EFF. AREA =36.55 SO. FT.,INTERIOR ZONE ONLY,TRUSSES MAY NEEC 5)70 BE DBLD. AT ENDS & CORNERS OF ROOF END ZONES. CONFDRMRT TRH THESE SECTIONS AND PROCEDURES DOES NOT NECESSAREY INSURE COMPLIANCE WITH ALL GOVERNING ORD- 6 R AOF SA�' �OARN� E RESPONSIBLE ID AFFIRM AU. REGULATORS ARE . SATISFIED. USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT THE SPEC- IFICATION OF THE DESIGNER OF SAID COMPLETE STRUCTURE. ALL LATERAL BRACING SPECIFIED HEREON IS FOR BRACING INDIVIDUAL TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRAC- ING AND ADDITIONAL BRACING FOR OVERALL STRUCTURE IS TO BE PROVIDED BY DESIGNER OF COMPLETE STRUCTURE. CONNECTOR PLATES SHALL BE MANUFACTURED FROM 20 GAUGE HOT DIPPED GALVANIZED STEEL. MEETING ASDI A 653• GRADE 40, UNLESS OTHERWISE SHOWN. 10 63 N RTES: i.} MAX PURUN SPACING= 2 .0 FT. 72t MANUFACTURING TOLERANCES 1/4 IN. OVERALL HEIGHT 1/4 IN. OVERALL LENGTH 1 IN. VERTICAL POST PLACEMENT 3) FOR ON -SITE CONNECTIONS, REFER TO CHARTS A AND B IF SHOWN. 4) AU. CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 5) BEARING ARROW INDICATE 2 -1/2 BEARING UNLESS OTHERWISE INDICATED. 6) BOTTOM CHORD CAMBER 1/18N. 7) OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK UP TO THE HEEL OF THE TRUSS AS NEEDED. OVERHANG MAY BE MANUFACTURED AT ANY LENGTH UP TO THE MAXIMUM SHOWN. 8) TRUSS MAY BE CUT ALONG VERT. UNE REF. TO ARROW. 9) PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANS- PORTATION. 10) KNEEWAL NOT DESIGNED FOR EXPOSURE TO WIND. 1 1) THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUSLY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PL(WOOD DECKING OR DRYWALL) CHART A ON -SITE CONNECTIONS (BY 0THE:..j AXIAL AXIAL HORIZONTAL I UPLIFT COMPRESSION TENSION SHEAR 2401 — ><— C - -> N/A I JOINT 1 129? 140/ N/A RIDGE BEAM & TRUSS BOTTOM CHORD CONN. (BY OTHERS) SUPPORT 2 • ALL PLATES PLACED SYMMETRICALLY ON JOINTS UNI FSS NOTED OTHERWISE UNNERSAL FOREST F`W PRODUCTS. INC. ,a�J 3153 THREE MILE RD. N.E. GRAND RAPIDS, MICHIGAN 49505 PHONE• (616) 364 -6161 SCALE 5/8"=1 . CHART B REACTIONS VERTICAL HORIZONTAL I UPLIFT SUPPORT I 459( 125/ I 2401 SUPPORT 2 412/ N/A I 223/ DATE 6/18/01 UNIVERSAL FOREST PRODUCTS, INC. CORPORATE OFFICES - GRAND RAPIDS, MI. BR CHECKED BY APPROVED JOB 16700 DRAWN FOR HORTON 209 TITLE HINGE MONOPITCH DRWG. NO. HM2265R01 DESIGN SPAN 14.08 FT. SPACING 16 IN. INCREASE 15 9, CODE IBC PLATE MFG TEELOK 20 GA. 36 5/16 FOLDED HGT. 3X5 LOADS CI 16 IN C/C LUMBER TOP CHD 20 PSF LL TOP CHD TOP CHD 10 PSF DL TOP CHD BOT CHD 10 +7 PSF LL +DLBOT CHD TOTAL 47 PSF BOT CHD WEBS ALT LOADS U IN C/C WEBS WEBS TOP CHD PSF U.. WEBS TOP CHD PSF DL BOT CHD PSF TOTAL PSF ,TL18 2X8.5 HINGE 4X4 2X4 NO. 2 SPF 2X4 NO. 2 SPF 2X3 STUD SPF 12 5(/ MARK (T1) (T2) (81) (82) (W1) (W2) (W3) OTHERS ti SEAL 020074 7— ,9Y;acf j • TL18 2X8.5 • HINGE t� NOT EXPOSED TO WIND =_ z I (. JOINT 1 36 /- 1X3 LAT. / BRACE 28 1/2 L 4 15/16 12 1/2 CANT. — L5X3 SUPPORT 1 69 i 5X5 SPLICE 169 B1 3X4 • ARROWHEADS POINT TO LENGTH DIMENSIONS • DO NOT SCALE THIS DRAWING FOR DIMENSIONS • NAIL PLATE LENGTH DIMENSION IN DIRECTION IF ELONGATED PLATE RILES • ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE \\I,FPSUPP\BLDCKS \BOROERLDVG THIS TRUSS WAS DESIGNED IN ACCORDANCE WI 1) 2000 IBC SECTION 2308.10.7.1 & CHP 23. TPI 1 -1995 2)ASCE 7 -98 C /C,INTENDED FOR LOW -RISE BLDG. V /MEAN 3)ROOF HGT. Z(25 FT, REGULAR SHAPE,I= LO,EXP, C, V =130 MPH 3 SEC. GUST,BLDG. CAT. II,PARTIALLY ENCLOSED,EFF 4) AREA =36.55 SO. FT.,INTERIOR ZONE ONLY,TRUSSES MAY N 5)70 BE DBLD. AT ENDS I. CORNERS OF ROOF END ZONES. CONFORMITY WITH THESE SECTIONS AND PROCEDURES DOES NOT NECESSARTLT ENSURE COMPLIANCE WITH ALL GOVERNING ORDI- NANCES. OIS RESPONSILE T ARM APPLICABLE ARCHITECT TINS ENGINEER SATISFIED. • USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT THE SPEC- IFICATION OF THE DESIGNER OF SAID COMPLETE STRUCTURE. ALL LATERAL BRACING SPECIFIED HEREON .IS_EOR._BRACING_INDIVIDUAL TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRAC- ING AND ADDITIONAL BRACING FOR OVERALL CEISTRUCTURETE E I STRUCTURE VIDED BY DESIGNER OF CONNECTOR PLATES SHALL BE MANUFACTURED FROM 20 GAUGE HOT DIPPED GALVANIZED STEEL, MEETING ASTM A 653, GRADE 40, UNLESS OTHERWISE SHOWN. NOTES: 1) MAX. PURLIN SPACING =2 .0 FT. 2) MANUFACTURING TOLERANCES 1/4 IN, OVERALL HEIGHT 1/4 IN. OVERALL LENGTH 1 IN. VERTICAL POST PLACEMENT 3) FOR ON -SITE CONNECTIONS, REFER TO CHARTS A AND B IF SHOWN. 4) ALL CONNECTOR PLATES ARE TO BE INSTALLED ON BOTH SIDES UNLESS OTHERWISE INDICATED. 5) BEARING ARROW INDICATE 2 -1/2 BEARING UNLESS OTHERWISE INDICATED. 6) BOTTOM CHORD CAMBER 1/4 IN. 7) OVERHANG AND /OR SOFFIT BLOCK MAY BE CUT BACK UP TO THE HEEL OF T TRUSS AS NEEDED. OVERHANG MAY MANUFACTURED AT ANY LENGTH UP TD THE MAXIMUM SHOWN. 8)THIS DESIGN ASSUMES THE TOP & BOTTOM CHORDS ARE CONTINUOUS- LY BRACED BY PROPERLY APPLIED RIGID SHEATHING (PLYWOOD DECK- ING OR DRYWALL). 9)PROVISIONS MUST BE MADE TO PREVENT LATERAL MOVEMENT OF THE TOP CHORD DURING TRANS- PORTATION. CHART A ON -SITE CONNECTIONS (BY OTHERS/ AXIAL COMPRESSION -/(- AXIAL TENSION SHEAR JOINT I 157(1 1700 CHART B REACTIONS VERTICAL HORIZONTAL UPLIFT SUPPORT 1 4760 SUPPORT 2 4110 1460 1 2520 0200 RIDGE BEAM & TRUSS BOTTOM CHORD CONN. (BY OTHERS) SUPPORT 2 • ALL PLATES PLACED SYMMETRICALLY ON JOINTS UNLESS NOTED OTHERWISE UNIVERSAL FOREST PRODUCTS. INC. kQ— 3153 THREE MILE RD. N.E. GRAND RAPIDS, MICHIGAN 49505 PHONE' (616) 364 -6161 SCALE 5/8 - -1, DATE 7/23/01 UNIVERSAL FOREST PRODUCTS, INC. CORPORATE OFFICES - GRAND RAPIDS, MI, MP CHECKED DT DRAWN FOR HORTON_ 209 TITLE HINGE -MON ❑PITCH APPROVED BY DRUG. NO. HM2309R01 JOB ' 16922 SC -06