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City of ��oe � e Island • Community Develop..._cnt Dept. _ Inspection Report �;�®a 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL Phone 9.2.786.4573 ext. 114 • Fax 912.786.9539 CODECDUNCII: MEMBER Permit No. I ,` - Q 3 4- i Date Requested t _ (0 - ( -2- Owner's Name (,i- 0 Date Needed .5- 7 - 1 2- Gen. Contractor OP 0 Dos-1 Subcontractor i t JS SC f 1 e( e . Contact Information j; '- 4_ 13 o 7 I Project Address 3 J . y 44i px f . (0 S - o f ? 3 Scope of Work -ReoG r'" Wok A.) lr \(a _9. Inspector ,/ b. Date of Inspection� `;! % /`-Z,_.,. I / ', *� s Inspection J G i C) 4- • Pass Fail 0 Fee Inspection • Pass E Fai Fee Inspection ' �' Pass Fee Inspection Pass ❑ Fail ❑ Fee City of Tyb�._ eland • Community DevelopmL..- 'Dept. Inspection Report 403 Butler Ave. 1;%O. Box 2749 • Tybee Island, GA 31328 Phone = 12. `86.4573 ext. 114 • Fax 912.786.9539 Permit No. Owner7s Name Gen. Contractor Contact Information - 4 Project Address Scope of Work Inspector 7 Date Requested Date Needed Subcontractor J4 121,41,, EllMak INTERNATIONAL CODE COUNCIL MEMBER Inspection I >01 Date of Inspection Pass 2 Fail ® Fee Inspection Inspection Inspection Pass Fail Q Fee Pass D Fail ❑ Fee Pass Fail Fee ermit No. Owner's Name City of Tye Island • Community Development Dept. Inspection Report 403 Cutler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Date Requested /7_1( Date Needed /7 riw■ limn* INTERNATIONAL CODE COUNCIL: MEMBER Gen. Contractor i- i C.,(::%.• > Subcontractor / Cemtact Information /--f(,7 / ‘1-'1''-5'-,97Z,:::; Project Address ---,71 --- ---- // — — --... Scope of Work 4-914(-... /_(,-4":c... Inspector , Inspection /P-)`->L/474&/3 0.1,1.. ( 1 ---\-- Pass Fail Fee Date of Inspection /di/ 41E.1441.1k:LS 1/co p7. /4?,-)b f--17+)91/.•-?.0 /71 Inspection Pass riji Fail Fee Inspection Pass El Fail El Fee Inspection Pass r Fail ri Fee City of Jee Island Community Develok. ent Dept. Inspection Report 403 Butler Ave. • F.O. Box 2749 • Tybee Island, GA 31328 Phone 312.786.4573 ext. 114 Fax 912.786.9539 Permit Mo. 11-03q" / '03q Owner °s Name 1.• r � Gen. Contractor Co ta. ;t Inforation Project Address Scope of Work r,,`�. /ti's: 5r�p Date Requested Date Needed swum INTERNATIONAL CODECOUNCr MEMBER Subcontractor Inspector Inspection i�jiE /- Date of Inspection,,' Pass Fai Inspection 15/Z7/ ° Pass E' Fa,i Inspection �, - 17.4) I k�r"tTL icy i � 42 Z; I A9- t Pass Er Fee Fee -Fee Inspection+ Pass Fail Fee #3 6th St Construction Observation Reports http: // mail . aol.com /34561- 111 /aol- 6 /en -us /mail /PrintMessage.aspx From: John Tanner <tannerengr @yahoo.com> To: hpconstinc <hpconstinc @aol.com>; dotto <dotto @cityoftybee.org> Cc: AKREH <AKREH @aol.com> Subject: #3 6th St Construction Observation Reports Date: Thu, Nov 10, 2011 8:36 pm Attachments: Field_Observation_Report 8_i8_11.docx (1596K), Field_ Observation_Report_10_6_11).docx (4138K), Field_Observation_Report 11_1_11).docx (7785K) Ray Horn, I designed the replacement of the two decks on the east side of this residence and have observed the construction when the contractor was at stages where he was about to cover up the work. The deck replacement included replacing the walls on the Upper Level and Middle Level in the deck area which were designed and repaired in accordance with the latest building code. As the repair project proceeded, additional rot was uncovered and repaired by the contractor. Most of these were not structural and did not require my review. The items that were structural included: 1. Replacement of the west wall of the bedroom in the center of the residence. 2. Replacement of some TJI floor joist under the west bedroom in the center of the residence. 3. Installing ceiling joist for the Middle Level East Deck. 4. Modifications to the entrance roof on the west side of the residence. All of these structural repairs were constructed to meet the latest building code. I have attached the Observation Reports prepared by me that give the areas needing additional attention and what action was taken. I have a report with the repair requirements that the contractor used to make the repairs. If you need a copy of this report please advise. John A. Tanner, PE Tanner Engineering 1000 Sweet Hill Road Richmond Hill, GA 31324 912 - 727 -3724 phone & fax Confidentiality Notice: The information contained in this e-mail is legally privileged and confidential information intended only for the use of the addressee named above. if the reader of this message is not the intended recipient or this e-mail has been forward to you, you are hereby notified that any dissemination, distribution or copying of this message is strictly prohibited. If you have received this e-mail in error, please immediately notify us by e -mail or telephone and destroy the original. Thank you. 1 of 1 11/15/2011 7:10 AM ANNER ENGINEERING FIELD OBSERVATION REPORT Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax PROJECT: _Savannah Beach Mrs. Karp LOCATION: #3 6th Terrace DATE: _11/1/11 BY: John Tanner TIME ON SITE _1 :00 pm to 3:20pm WORK PERFORMED: _Reviewed HP Construction repairs of the Upper and Middle Level east wall at the doors, Upper and Middle Level Decks on the east side performed between and west wall of Green Room 10/6/11 and 11/1/11. Observations: 1. The existing roof rafter clips on the rafters over the modified door openings on the Upper Level east wall to the deck are connected to the wall top plate. The replacement of the door header did not allow connecting this top plate to the header. Strapping has not been installed as required in the Structural Repair of water damage for #3 6 Terrace Lane, Tybee, GA Report Revised August 30, 2011 UPPER LEVEL FLOOR EAST WALL REQUIREMENTS Item 1. "Upper Level rafters in area of wall repairs shall have rafter connected to each stud below Simpson CS18 strap with five 8d nails in rafter and stud or header ". Install these straps on the interior side of the wall. Page 1 of 17 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone &fax Inside wall header supporting roof rafters over door with rafter straps installed as directed in 10/6/11 report finalizing this item. Diagonal strapping is provided on the inside of the wall with vertical straps connecting the Door Header supporting the rafters to the Header studs and to the studs or door header below as shown in 8/18/11 Observation Report. 2. Green Room on the west wall framing has been revised removing one widow and moving the other window. The wall revised wall framing is improper with a single top plate supporting two original Header Studs. Provide (2) 2 x 8 header over the window supported on the two header studs on each side of the window and provide two full height studs on each side. Page 2 of 17 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax Double full height studs have been added each side of window but stud ties to top plat have not been installed, this item is still open. Double full height studs have been added each side of window but stud ties to top plat have not been installed, this item is still open. Page 3 of 17 ANNER ENGINEERING 3. The TJI joist supporting the Upper Level Master Bedroom does not have proper bearing on the top plate or the blocking required on detailed on SK -3 Section A -A. Contractor is to install a 2 x 4 web stiffener nailed to the top and bottom member of the TJI joist with a snug fit between the top plate and the sub- flooring above to insure transfer of floor load to the wall below. Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax Page 4 of 17 All of the TJI joist with questionable bearing have been supported using web braces on each side of TJI finalizing this item. ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912-727-3724 phone & fax 4. Diagonal strapping is provided on the inside of the wall with vertical straps connecting the Upper Level studs to the studs or door header below as shown in 8/18/11 Observation Report finalizin • this item. Page 5 of 17 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax 5. The Middle Level east wall repair area at the north window has wall sheathing that has been cut and needs to be supported. Provide 2 x 4 nailed to the studs on each side and the sheathing to the new 2 x 4's. Blocking has been installed where the sheathing was cut finalizing this item. 6. Sheet SK-3 requires the Upper Level deck west Edge Beam to be a 2 x 12 Pressure Treated Southern Pine anchored to TJI Joist rim joist and blocking with 1/2" galv bolts 3" on each side of all joists. Some of these bolts were missing due to conflict with the strapping connecting the Upper Level wall to the wall below. Provide a additional 1/2" Page 6 of 17 ANNER ENGINEERING galv bolt at the north side of where the joist start the curve on the south end of the deck and one as close as possible to where they were omitted due to the strapping. The 2 x 12 Pressure Treated floor joist shall be supported on 2 x 4 ledger attached to west edge beam as shown in SK -3 with #8 wood screws @ 6" on center, T & B ask required on Sheet SK -3. The #8 wood screws were not @ 6" on center, T & B staggered. Provide the required number of wood screws. Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax nne-�•.•z Spm.M Oaau�n9*� OCT 6 2UfT '" "` 8-4"9 ilr t 6 2011 ESP -t19r XG O ER -4445 SBCC R . }4 . H737E Page 7 of 17 ANNER ENGINEERING FSiO 1 TACO Baca nzsx ^a u m• -c: Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax r Note that there are only two screws every 16" Barricade BkAdunq Wray ESR -119' ICBO ER-4449 SBCCI Report No. 97378 BOCA 21 -56 HOP 1 2E11 1 Page 8 of 17 Required number of screws have been provided and hardware has been coated with coal- tar -epoxy finalizing this item. Required number of screws have been provided and hardware has been coated with coal- tar -epoxy finalizing this item. ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax 7. The 2 x 12 Pressure Treated floor joist shall be supported on top of east edge beam as shown in SK -5 & 6 and connected to edge beam with Simpson H2.5 tie with five 8dx nails in east Edge Beam and deck joist to resist uplift. I could not find any Simpson H2.5 ties connecting the deck floor joist to the edge beam. Install the Simpson H2.5 ties. Page 9 of 17 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax These ties were install on the outside behind a timber but could be observed in some locations and the proper screws attaching the braces at each column. The questionable connections of the braces using a 2 x 4 has been eliminated by the owners requirement to install a ceiling with joist that brace the bottom of the edge beam to the house, finalizing this item. 8. #10 x 3" screws are missing on the fourth column from the north end and the second column from the south end that connect the 2 x 12 vertical strut from edge beam to floor joist on north and south side of column as required in SK -6. See photo above finalizing this item. 9. SK- 6 requires the 2 x 12 vertical strut from edge beam to floor joist to be connected to the edge beam with six #12 x 3 1/2" screws. However some of the connections have 2 x 4 connected to the edge beam and the strut with questionable fasteners. Contractors to explain how these connections were made. See photo above finalizing this item. 10. Powell advised that they were obtaining more of the SS screws to connect the CS18 straps to the columns. There were several connections of the CS18 missing screws at the top and bottom of the Permacast column. See photo below finalizing this item. 11. All straps were to be coated with coal tar epoxy but they have not been coated. See photo below finalizing this item. Page 10 of 17 ANNER ENGINEERING Page 11 of 17 Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax All ties were installed and coated with coal- tar - epoxy, finalizing this item. All ties were installed and coated with coal- tar - epoxy, finalizing this item. ANNER ENGINEERING 12. Middle Level deck west wall Parallam beam shall one Simpson PA51 with 13 10d nails into Parallam Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax be anchored to columns below with beam and one Simpson MSTAM36 twisted to attach to Parallam beam with (8) 10d nails and to column with (5) 5/16" x 3 3/8" Galv round head Red Head masonry sleeve anchors on each side of CMU column as shown on SK- 4. The Simpson MSTAM36 have not been installed. MINN 8� 0 Page 12 of 17 Required anchors have been installed finalizing this item. Required anchors have been installed finalizing this item. ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax Straps were installed on columns to the north of the deck area which are not required. They were installed on the TJI which is questionable on what uplift resistance they provide, no action required. 13. Timber shims under timber cap plate on concrete columns Middle Deck west side are to be replaced with steel plates. Page 13 of 17 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax Shims under timber cap plate on concrete columns on west wall were replaced, finalizing this item. 14. Improper timber shims under east timber edge beam and timber cap plate on concrete columns Middle Deck are cracked or do not provide proper support of edge beam and are very likely to cause settlement in the future. Timber cap plate should have been turned the other direction and wedge shims are not to be used. Replace timber cap plate with hardwood cap plates turned opposite direction of the beam span and replaced wedges with steel plates. Page 14 of 17 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone &fax Page 15 of 17 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax 11/1/11 there were still some edge beams with poor bearing on the concrete column that were mentioned to the contractor for him to improve before my next site visit. 15. Bearing plate under joist at east end of Middle Deck at second column from the south end. 16. Middle Level deck east wall edge beam shall be anchored to columns below as shown on SK- 7. Modifications to these connections had to be made due to existing ties were damaged. The anchors used on each column are to be provided during the next field review for me to analyses to determine if they develop the required uplift load. The Page 16 of 17 ANNER ENGINEERING southern three columns original Simpson PA51 had rusted out. HP Construction the Contractor, Hoyt Powell, advised that two Simpson MGT tiedowns were installed. This tiedown has a 3,965 lb uplift capacity (7,930 lb total) which is greater than the 5,643 lb uplift on the CMU columns from the Upper Level and Middle Level decks eliminating the requirement for the two CS18 straps. Richmond Hill, GA 31324 '1000 Sweet Hill Road 912 -727 -3724 phone &fax Page 17 of 17 ANNER ENGINEERING FIELD OBSERVATION REPORT Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax PROJECT: _Savannah Beach Mrs. Karp LOCATION: #3 6th Terrace DATE: _10/6/11 BY: John Tanner TIME ON SITE _12:30 pm to 5:00pm WORK PERFORMED: _Reviewed HP Construction repairs of the Upper and Middle Level east wall at the doors, Upper and Middle Level Decks on the east side performed between 8/17/11 and 10/6/11. Observations: 1. The existing roof rafter clips on the rafters over the modified door openings on the Upper Level east wall to the deck are connected to the wall top plate. The replacement of the door header did not allow connecting this top plate to the header. Strapping has not been installed as required in the Structural Repair of water damage for #3 6t Terrace Lane, Tybee, GA Report Revised August 30, 2011 UPPER LEVEL FLOOR EAST WALL REQUIREMENTS Item 1. "Upper Level rafters in area of wall repairs shall have rafter connected to each stud below Simpson CS18 strap with five 8d nails in rafter and stud or header ". Install these straps on the interior side of the wall. Page 1 of 10 ANNER ENGINEERING U OCT 6 2011 Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax Inside wall header supporting roof rafters over door where rafter straps need to be installed. Diagonal strapping is provided on the inside of the wall with vertical straps connecting the Door Header supporting the rafters to the Header studs and to the studs or door header below as shown in 8/18/11 Observation Report. 2. Green Room on the west wall framing has been revised removing one widow and moving the other window. The wall revised wall framing is improper with a single top plate supporting two original Header Studs. Provide (2) 2 x 8 header over the window supported on the two header studs on each side of the window and provide two full height studs on each side. Page 2 of 10 ANNER ENGINEERING 3. The TJI joist supporting the Upper Level Master Bedroom does not have proper bearing on the top plate or the blocking required on detailed on SK -3 Section A -A. Contractor is to install a 2 x 4 web stiffener nailed to the top and bottom member of the TJI joist with a snug fit between the top plate and the sub - flooring above to insure transfer of floor load to the wall below. Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax 4. Diagonal strapping is provided on the inside of the wall with vertical straps connecting the U • • er Level studs to the studs or door header below as shown in 8/18/11 Observation Report. Page 3 of 10 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax 5. The Middle Level east wall repair area at the north window has wall sheathing that has been cut and needs to be supported. Provide 2 x 4 nailed to the studs on each side and the sheathing to the new 2 x 4's. Page 4 of 10 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax 6. Sheet SK -3 requires the Upper Level deck west Edge Beam to be a 2 x 12 Pressure Treated Southern Pine anchored to TJI Joist rim joist and blocking with ' /2" galv bolts 3" on each side of all joists. Some of these bolts were missing due to conflict with the strapping connecting the Upper Level wall to the wall below. Provide a additional 1/2" galv bolt at the north side of where the joist start the curve on the south end of the deck and one as close as possible to where they were omitted due to the strapping. The 2 x 12 Pressure Treated floor joist shall be supported on 2 x 4 ledger attached to west edge beam as shown in SK -3 with #8 wood screws @ 6" on center, T & B ask required on Sheet SK -3. The #8 wood screws were not @ 6" on center, T & B staggered. Provide the required number of wood screws. .111:a CiNs Tplaricol. Cos.. ofvfivien OCT r2mT' • 'tea. _ "il4_i 6 -Os. Page 5 of 10 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax Note that there are only two screws every 16" 7. The 2 x 12 Pressure Treated floor joist shall be supported on top of east edge beam as shown in SK -5 & 6 and connected to edge beam with Simpson H2.5 tie with five 8dx nails in east Edge Beam and deck joist to resist uplift. I could not find any Simpson H2.5 ties connecting the deck floor joist to the edge beam. Install the Simpson H2.5 ties. Page 6 of 10 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax 8. #10 x 3" screws are missing on the fourth column from the north end and the second column from the south end that connect the 2 x 12 vertical strut from edge beam to floor joist on north and south side of column as required in SK -6. 9. SK- 6 requires the 2 x 12 vertical strut from edge beam to floor joist to be connected to the edge beam with six #12 x 3 1/2" screws. However some of the connections have 2 x 4 connected to the edge beam and the strut with questionable fasteners. Contractors to explain how these connections were made. See above. 10. Powell advised that they were obtaining more of the SS screws to connect the CS18 straps to the columns. There were several connections of the CS18 missing screws at the top and bottom of the Permacast column. To be rechecked in next construction review. 11. All straps were to be coated with coal tar epoxy but they have not been coated. Coat all straps where possible. 12. Middle Level deck west wall Parallam beam shall be anchored to columns below with one Simpson PA51 with 13 10d nails into Parallam beam and one Simpson MSTAM36 twisted to attach to Parallam beam with (8) 10d nails and to column with (5) 5/16" x 3 3/8" Galv round head Red Head masonry sleeve anchors on each side of CMU column as shown on SK- 4. The Simpson MSTAM36 have not been installed. Page 7 of 10 ANNER ENGINEERING 13. Timber shims under timber cap plate on concrete columns be replaced with steel plates. Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax Middle Deck west side are to 14. Improper timber shims under east timber edge beam and timber cap plate on concrete columns Middle Deck are cracked or do not provide proper support of edge beam and are very likely to cause settlement in the future. Timber cap plate should have been turned the other direction and wedge shims are not to be used. Replace timber cap plate with hardwood cap plates turned opposite direction of the beam span and replaced wedges with steel plates. Page 8 of 10 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax Page 9 of 10 Richmond Hill, GA 31324 1000 Sweet Hill Road ANNER 912- 727 -3724 phone & fax ENGINEERING 15. Bearing plate under joist at east end of Middle Deck at second column from the south end. 16. Middle Level deck east wall edge beam shall be anchored to columns below as shown on SK- 7. Modifications to these connections had to be made due to existing ties were damaged. The anchors used on each column are to be provided during the next field review for me to analyses to determine if they develop the required uplift load. 17. Mr. Powell is to provide a picture of each of the repairs that have been covered the walls and submit them to the engineer for review. Page 10 of 10 ANNER ENGINEERING FIELD OBSERVATION REPORT Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax PROJECT: _Savannah Beach Mrs. Karp LOCATION: #3 6th Terrace DATE: 8/18/11 BY: John Tanner TIME ON SITE _3:10 pm to 3:40pm WORK PERFORMED: Reviewed with Hoyt Powell repairs on the Upper and Middle Level east wall at the doors any questions he had on the construction of the Middle Level east deck beam on the south end. Observations: 1. The doors on the Upper and Middle Level on the east wall to the decks had been reframed. The original headers and king /jack studs have been replaced. The Upper Level door headers exceeded the requirements shown on SHEET SK -1 and have three LVL beams. Strapping was not performed as detailed on SHEET SK -2 with the headers being strapped to the full height studs but the extended the straps to the floor beam below which is better than having straps to the full height studs at each end. Page 1 of 5 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax 2. Upper Level east wall south corner of 8' door opening wall width at corner has been widen but still does not meet new code on edge distance. Contractor was advised to provide full height plywood on both side with nails at 3" centers on ed • es and 6" interior. 3. The Upper east side 8' door headers were not tied to the full height studs but tied to the floor beam below does not offer lateral resistance. Contractor is to install two CS18 diagonal straps on the inside face of wall from the header to the full height studs on both ends of header. Page 2 of 5 ANNER ENGINEERING 4. The Middle Level 8' door opening north end did not have the strapping of the studs to the Middle Level edge beam and needs to be installed. Middle level floor beam attachment to CMU column below required the existing PA51 strap plus adding one MSTAM36 strap to LVL beam which was not installed. F — – Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax 5. The Middle Level east side 8' door headers were not tied to the full height studs but tied to the Jack Studs that were tied to the floor beam below which does not offer lateral resistance. Contractor is to install two CS18 diagonal straps on the inside face of wall from the header to the full he • ht studs on both ends of header. Page 3 of 5 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 phone & fax 6. Mr. Powell requested permission to install a concrete column on the Lower Level sitting on the existing footing connected to the existing east wall south end column. This column is to support the west edge beam of the Middle Level deck because he did not have a good means of supporting this beam on the corner of the house. This was approved if the owner did not have a problem. Recommendations: 1. Upper Level roof rafters over the revised door area have not been anchored to the header as required on SHEET SK -2. 2. Upper Level revised door area Strapping of the full height and Jack studs on the Upper Level exceeded the requirements shown on SK -2 revised 8/13/11 except no straps were installed on the inside as my 8/10/11 report. The wall strapping and ties should have about 1/3 of them on the inside of the wall with 2/3 on the exterior face of the wall. See instructions in item 3 which will cover this requirement. 3. Upper Level revised door area headers were not tied to the full height studs but tied to the floor beam below does not offer lateral resistance. Contractor is to install two CS18 diagonal straps on the inside face of the Upper Level east side 8' door headers from the header to the full height studs on both ends of header. 4. The Middle Level 8' door opening north end did not have the strapping of the studs to the Middle Level edge beam and needs to be installed. 5. Middle level floor beam attachment to CMU column below required the existing PA51 strap plus adding one MSTAM36 strap to LVL beam which have not been installed. 6. The Middle Level east side 8' door headers were not tied to the full height studs but tied to the Jack Studs that were tied to the floor beam below which does not offer lateral resistance. Contractor is to install two CS18 diagonal straps on the inside face of wall from the header to the full height studs on both ends of header. 7. Sheathing nailing had not been completed to meet the requirements in my 8/10/11 report: Based on 3/8" sheathing, make sure that any replaced exterior sheathing is nailed with #6 nails at 5" max spacing on the Upper Level and #8 nails at 2" max spacing (staggered) on the Middle Level on the panel edges and 12" on all intermediate framing in accordance with SSTD 10 -99. 8. Mr. Powell advised that he has confirmed that the porch on the west side is supported by fill material that is against stud walls. He is going to submit a method of correcting this problem. Page 4 of 5 ANNER ENGINEERING 9. Mr. Powell is to take a picture of each of the above repairs before covering the walls and submit them to the engineer for review. Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 phone & fax Page 5 of 5 City of T,,.,ee Island • Community Develop nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. / 4 cE/ Owner's Name Gen, Contractor ,/-49-/Lp .4.--57b2 'D ZZ3 iit ItIkAk INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Contact Information Project Address scope f Work Inspector Inspection -7%`I Date of Inspection Pass El Fail Q D ___, ,.�. ice 4,..,-/c..-/-,-.) f r Aen �C,rr ,,'".,.1- /-._;41A-/,42-) .,i,4-7/ 4, 44. Inspection Pass D Fee Fail Eii Fee Inspection Pass © Fail E""1 Fee Inspection Pass Fail D Fee DATE ISSUED: 06 -10 -2011 WORK DESCRIPTION CITY OF TYBEE ISLAND BUILDING PERMIT REPAIR WATER DAMAGE DECK/ROOF WORK LOCATION 3 SIXTH TER OWNER NAME MELVIN KARP ADDRESS PO BOX 2733 CITY, ST, ZIP TYBEE ISLAND GA 31328 -2733 PHONE NUMBER CONTRACTOR NAME H P CONSTRUCTION INC ADDRESS 721 DRUID RD CITY STATE ZIP SAVANNAH GA 31410 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 616.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $71,328.00 PERMIT #: 110341 TOTAL BALANCE DUE: $ 616.00 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: Aia441142) t*0 P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Jr Location: CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Cv — roc PIN # NAME ADDRESS TELEPHONE Owner I,..I:Gsro25 U.0 J 4.~ k4 Thk -YAez -k5. ✓4 tZ- 7F-, ,f)S.17 Architect or Engineer ZIANTAN,4sL? . I vv 5L,9&e t;l.l, Zp 23c0,._.,:0 lt,u, (-4 1Z. 77.i 37 Z4- Building Contractor Ai7('�µsr 1" C:- ZZA Dew.a 2-0 $A:llkrvnA4 3 WO Ci 1Z85'7:s34.. (Check all that apply) ERepair ❑ Renovation ❑ Minor Addition ❑ Substantial Addition ❑ Other Details of Project: ❑ Residential ❑ Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial 65'.8---4. Z23 ❑ Footprint Changes ❑ Discovery n Demolition Estimated Cost of Construction: $ ri i, 3Z7, S Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remark • (Enter appropriate number) (4) Masonry (6) (5) Steel & Masonry ATTACH A COPY THE CERTIFIED ELEV following information bas # Units Lot Area # Off- street parking space Trees located & liste Access: Driveway (ft.) Setbac. Front on the constructi rooms Living n site plan her (please specify) ON SURVEY OF LOT and complete the drawings and site plan: ce (total sq. ft.) # Bathrooms With culvert? Rear With swale? Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through ray r- 'i,` S On -site waste and debris containers will be provided by \yam- rz�V�;cw -cs Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 3/4)2o I I Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections (City Manager C,c) tM p\ eA-`s o m■ Signature s Tr-3sec Date !r'7 /1327 (0 3 FEES LF Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL (p lb LEAD -BASED PAINT Adapted from http: / /www.epa.gov /lead /pubs /renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. -2— �i1 -t„�, 51447011 Signatur11e,, �1 Date VId`/ JLL IF YOU'RE NOT .LEAD -SAFE CERTIFIED, - t ISTURBING JUST SIX SQUARE FEET COULD COST YOU -BIG TIM Printed Name GEORGIA Permit Acknowledgement of Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Undersigned Printed Name 5/4)2-4)11 Date Office Use Only: Project Address: Permit Number: ANNER ENGINEERING Karp Investors, LP P.O. Box 2914 Tybee Island, GA 31328 Attn: Mrs. Sheryl Kreh and Mr. Sidney Karp Richmond Hill, GA 31324 1000 Sweet Hill Road 912 - 727 -3724 Mobile 912 - 663 -7020 May 19, 2011 HP Constructors 221 Druid Road Savannah, GA 31410 Attn: Mr. Hoyt Powell Subject: Structural Repair of water damage for #3 6th Terrace Lane, Tybee, GA code inspections Dear Mrs. Sheryl Kreh: John A. Tanner, PE has designed the structural repairs of water damages at #3 6th Terrace Lane, Tybee, GA. and recommends that the construction inspections be performed by John A. Tanner, PE. There are special requirements in my design that will need reviewing during construction to verify they are properly performed. I recommend this method of inspection due to the poor construction of the original house and the possibility that additional problems could be uncovered and reviewed by me during the structural inspections. I will fill out any forms the county may require to meet their inspection requirements. HP Constructors shall notify me when framing is ready for me to review the framing and special requirements in my repair documents. No framing or connections are to be covered up without me first inspecting to allow me to report on the repairs. Very truly yours, John A. Tanner, P.E., Structural Engineer, GA PE No. 15127 1 of 1 ���� C ��` �� G E O R G I A D E P A R T M E N T O F N A T U R A L R E S O U R C E S C O A S T A L R E S O U R C E S D I V I S I O N C B Y : M A R K W I L L I A M S A . G . ' S P U D ' W O O D W A R D C O M M I S S I O N E R J U N 8 2 0 1 1 K a r p I n v e s t o r s , L P P . O . B o x 2 9 1 4 T y b e e I s l a n d , G A 3 1 3 2 8 D I R E C T O R R E : L e t t e r o f P e r m i s s i o n ( L O P ) , S t r u c t u r a l R e p a i r o f w a t e r d a m a g e , # 3 6 t h T e r r a c e , T y b e e I s l a n d , C h a t h a m C o u n t y , G e o r g i a D e a r M r . a n d M r s . K a r p ; T h i s L e t t e r o f P e r m i s s i o n ( L O P ) i s i n r e s p o n s e t o y o u r r e c e n t r e q u e s t t o p e r f o r m s t r u c t u r a l r e p a i r s c a u s e d b y w a t e r d a m a g e a t # 3 6 t h T e r r a c e , T y b e e I s l a n d , C h a t h a m C o u n t y . M r . H o y t P o w e l l H P C o n s t r u c t i o n C O , I n c . w i l l b e c o n d u c t i n g t h e w o r k . T a n n e r E n g i n e e r i n g i s w o r k i n g w i t h t h e c o n t r a c t o r a n d h a s s t a t e d t h a t r e p a i r s o f t h e r e s i d e n c e b e i n a c c o r d a n c e w i t h t h e 2 0 0 6 I n t e r n a t i o n a l R e s i d e n t i a l C o d e a n d t h e S B C C I S t a n d a r d f o r H u r r i c a n e R e s i s t a n t R e s i d e n t i a l C o n s t r u c t i o n S S T D 1 0 - 9 9 . A s p r o p o s e d , t e m p o r a r y s c a f f o l d i n g w i l l b e p l a c e d a r o u n d t h e r e s i d e n c e i n o r d e r t o c o n d u c t t h e r e p a i r s . A l l r e p a i r s w i l l o c c u r w i t h i n f o o t p r i n t o f t h e e x i s t i n g s t r u c t u r e a t # 3 6 t h T e r r a c e . T h e r e w i l l b e n o i n c r e a s e i n t h e s q u a r e f o o t a g e o f t h e e x i s t i n g h e a t e d & c o o l e d s p a c e o f t h e h a b i t a b l e s t r u c t u r e . A l l p r o p o s e d w o r k w i l l b e c o n d u c t e d l a n d w a r d o f t h e e x i s t i n g d u n e s . T h e D e p a r t m e n t a u t h o r i z e s t h e r e p a i r s w i t h i n t h e f o o t p r i n t o f t h e e x i s t i n g r e s i d e n c e a s d e p i c t e d i n t h e a t t a c h e d d e s c r i p t i o n a n d d r a w i n g s . A n y i n c i d e n t a l i m p a c t s t o t h e s t a t e ' s j u r i s d i c t i o n a l a r e a a s s o c i a t e d w i t h r e p a i r s , t e m p o r a r y p l a c e m e n t o f s c a f f o l d i n g , o r o t h e r c o n s t r u c t i o n e q u i p m e n t m u s t b e r e s t o r e d t o p r e - p r o j e c t v e g e t a t e d a n d t o p o g r a p h i c c o n d i t i o n s . A n y b a c k f i l l i n g m u s t u s e b e a c h q u a l i t y s a n d a n d b e o b t a i n e d f r o m a n u p l a n d s o u r c e a n d n o t f r o m t h e b e a c h . N o e q u i p m e n t , s u p p l i e s , m a t e r i a l s , o r v e h i c l e s a r e a l l o w e d o n t h e s a n d d u n e s o r o n t h e b e a c h . A n y a d d i t i o n a l a c t i v i t i e s w i t h i n t h e S h o r e J u r i s d i c t i o n o f t h e S t a t e m a y r e q u i r e a S h o r e P r o t e c t i o n P e r m i t . T h i s L e t t e r o f P e r m i s s i o n i s n o t m e a n t t o e x e m p t t h e a b o v e r e f e r e n c e d a c t i v i t y f r o m f u t u r e e n v i r o n m e n t a l l a w s . A n y i n c i d e n t a l i m p a c t s a s s o c i a t e d w i t h t h i s p r o j e c t m u s t b e r e c t i f i e d b y f u l l y r e s t o r i n g a r e a s t o t h e i r p r e - c o n s t r u c t i o n t o p o g r a p h i c a n d v e g e t a t i v e s t a t e s . T h i s p r o j e c t m u s t c o m p l y w i t h a l l o t h e r F e d e r a l , S t a t e , a n d l o c a l s t a t u t e s , o r d i n a n c e s a n d r e g u l a t i o n s . P l e a s e n o t i f y t h e D e p a r t m e n t w i t h i n 3 0 d a y s o f p r o j e c t c o m p l e t i o n s o t h a t s t a f f m a y p e r f o r m a c o m p l i a n c e i n s p e c t i o n . O N E C O N S E R V A T I O N W A Y I B R U N S W I C K , G E O R G I A 3 1 5 2 0 - 8 6 8 6 9 1 2 . 2 6 4 . 7 2 1 8 I F A X 9 1 2 . 2 6 2 . 3 1 4 3 ( W W W . C O A S T A L G A D N R . O R G Karp Investors LOP Page 2 of 2 JUN - 8 2011 If you have any questions or concerns about this project feel free to contact Deb Barreiro at 912.266.3695 or by e-mail at deb_barreiro@dnr.state.ga.us. Sincerely, Brad Gane Chief Ecological Services Section Enclosures : Tanner engineering report, upper level floor plan & middle level floor plan; cc: Ethan Imhoff City of Tybee Island Community Development Tybee Island, GA 31328 Mr. Hoyt Powell HP Construction CO, Inc. 221 Druid Road Savannah, GA 31410 File (111286.1202AM) ONE CONSERVATION WAY f BRUNSWICK, GEORGIA 31520 -8686 912.264.7218 I FAX 912.262.3143 WWW.CoAsTALGADNR.ORG S 9 S .6-,1 - .P4 31VO6 E&hreiltivNIWAIMIllallaill i II : :!!i!11,1L wpm At Brie M.rre• wow 44, %.L 4 %Ail 01:3 lggwg 3 '° sR WM 1.1( taGIA.11 114 3 SIXTH TERRACE TYBEE (SLAW' ' EORGIA HOP big 7,4400 A,41004, 41, feeegod Dearpras 9, DESIGNERS M PLANNERS IN DRAFTING P.O. BOX 754 Ill N. ROGERS STREET 0005ER, GEORGIA 31322 (912) 748 — 7639 9010E (912) 746 — 7679 lAx NORTH ee . ∎c Plavoyo / MGM ROOFL POP WEST LIVNO a4 cr OiWOi 14 SCUD PORCH 1.9'64 Mt nurtac.ww • EAST W VERAceD any: i sweib RED ROOM .2 SQUARE FOOTQ®E C@1LCU MTfCRIS t, .'14111. ur,11■LOIQI• ■ + 1traao.y.ag• •.1- LOIL,..1..._ae i. __'17-1. tSN•.Ft.P.r 1-7/1.-1,1.1•141.'1,1 -1 S 11ii�L� � TOT I.6 0$0T .a ilo®®LI! LEVEL FLOOR O©I PLAN SCALE i/4o - 1-0• A B Americon Ins or Budding Dui, 0 CC ea Z �Z as 2010 Chatham County Board of Assessors Property Record Card Page 1 of 1 Requested By: READONLY 6/28/2010 4-0005 -08 -010 3 6TH TER TYBEE ISLAND APPRAISER avmarcan LAST INSP 06/14/2007 APPR ZONE 000008 LOT 2 RECOMBINATION OF LOTS D -1 & D -2 KARP INVESTORS LP WARD 2 TYBEE PRB 17P 66 PRB 20P 20 .35 ac PO BOX 2914 I TYBEE ISLAND, GA 31328 -2914 I I CAMA ASMT 1,486,200 2,286,400 LAND 2 487,900 50 BLDG 1 62,300 50 OBXF 4 2,036,400 2,286,500 OVERRIDE SALES BOOK /PAGE INS VI QU RSN PRICE ly % T c^ ry\ CODES PROPERTY USE 0006 Residential UTA 0004 Tybee Island NBHD 020204.00 T204 Tybee Beachfron EXEMPTIONS 0/14/2003 260W 0500 NA V U UG - GRANTOR KARPANNETTEH, GRANTEE: KARP INVESTORS, LP, 6/6/1996 179D 0154 WD V U UN - GRANTOR- Mufti Property Sale GRANTEE: KARPANNETTE H, PERMITS TYPE DATE AMOUNT HISTORY litho o IMPR TOTAL 2010 2,286,400 100 2,286,500 Over 2009S 2,286,500 2,286,500 Over 2008S 2,286,500 A/C 2007 967,500 967,500 Cama 2006 967,500 967,500 Cama COMMENTS 1/22/2009 TY09 RET VAL ENT 1/22/09 LHN 12/29/2005 ADD CNG PER STMNT 1229/05APW 2/13/2003 REM HS10S PER DALE 2/13/03 APW HSE TORN DOWN 9/26/2000 2001 NEW PIN, RECOMBINATION OF 4 -5-8 -5 & 4- • 'R: 7P 66 926/00 PL NOTES (20090209) SIC TY2009 RETURN FILED BUILDING SECTION 85082 -1 CONSTRUCTION TYPE RCN AYB ': a DEP TYPE PHYS ECON FLING OBSV /% TOTAL DEP % RCNLD U.FACTOR MKT VAL Residential 508,27 2004 2004 MS 4.00 0.00 0.00 0.00 4.00 487,943 487,900 2 1� 17• . SECTION TYPE 1 - Main AREA 3,773 TYPE 1 - Single- family Residence FRAME 1 - Stud Frame STYLE 2 - Two Story 100.00 % QUALITY 6.00 CONDITION 3.00 *UNITS 0 #OF BEDS /BATHS 4 / 3.00 a °' 16• Won �r„ ■ wl► s.» • = 6' tv COMPONENTS UNITS % QUAL R1 109 Frame, Stucco - 100.00 R2 209 Concrete Tile - 100.00 R3 352 Heat Pump - 100.00 R4 402 Automatic Floor Cover Allowanc - - R6 601 Plumbing Fixtures ( #) 15.00 - R6 602 Plumbing Rough- ins ( #) 1.00 - R6 621 Slab on Grade (% or SF) - 100.00 R6 643 Single 3 -Story Fireplace ( #) 1.00 - R6 648 Direct - Vented, Gas ( #) 1.00 - R7 711 Built -in Garage (SF) 254.00 - R7 711 Built -in Garage (SF) 392.00 - R11904 Slab Porch (SF) with Roof 523.00 - R11904 Slab Porch (SF) with Roof 88.00 R11904 Slab Porch (SF) with Roof 88.00 R11904 Slab Porch (SF) with Roof 219.00 �� aaxnwr..... .� -____ { 4 t r i 11.11aa •C ..o. ■IN Bw WJ{A -t SfI EXTRA FEATURES ID# BLDG* SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 137831 85082 Slab w /walls Under 0 0 1,582.00 E 22.40 35,437 2003 2003 7R 34,020 34,000 137832 85082 Roof Scr Por /Slab EX 0 0 523.00 E 38.16 19,958 2003 2003 7R 19,160 19,200 137833 85082 WOOD DECK EX 0 0 659.00 E 13.40 8,831 2003 2003 2R 6,358 6,400 137834 85082 WOOD DECK GD 4 90 360.00 G 10.43 3,755 2003 2003 2R 2,704 2,700 LAND ID# USE DESC FRONT DEPTH UNITS I I TI't PRICE ZONING SIZE LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 109397 ATLANTIC OCEAN FRONT 70 143 70.000 FF 32,500.00 R2 1.00 DP -2 1,449,200 109398 ATLANTIC OCEAN FRONT 7 143 7.000 FF 32,500.00 R2 1.00 DP -2 SZ -75 37,000 ANN ER, ENGINEERING Karp Investors, LP P.O. Box 2914 Tybee Island, GA 31328 Attn: Mrs. Sheryl Kreh and Mr. Sidney Karp Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 Mobile 912 - 663 -7020 May 19, 2011 Subject: Structural Repair of water damage for #3 6th Terrace Lane, Tybee, GA Dear Mrs. Sheryl Kreh: John A. Tanner, PE has worked with your contractor Mr. Hoyt Powell with HP Constructors to design the structural repairs he has advised that you have agreed to have performed at #3 6th Terrace Lane, Tybee, GA. Throughout this report, The front of the residence is referenced to face west. Suggested repairs are in accordance with 2006 International Residential Code and the SBCCI Standard for Hurricane Resistant Residential Construction SSTD 10 -99. LOADING USED FOR EVALUATION OF FRAMING MEMBERS: 130 MPH WIND NOTES AND DESIGN DESIGN CRITERIA: 1. ROOF DEAD LOAD ROOFING METAL DECKING INSULATION FRAMING CEILING HANGING & MISC. FIXED EQUIPMENT 2 PSF 2 PSF 1.5 PSF 5 PSF 1.5 PSF 3 PSF ACTUAL WEIGHT 2. ROOF LIVE LOAD ROOF SLOPE < 4" PER FOOT 0 TO 200 SF 201 TO 600 SF OVER 600 SF ROOF SLOPE 1:3 TO 1:1 0 TO 200 SF 20 PSF 16 PSF 12 PSF 16 PSF 1 of 7 f eta :: j y effort @ s cod v c: i.a .; i -As.; o:.o got 6,1 l; cY #si,s .�'�'ii. I;. :{ �•�,�, :.�1: i�. Ot rLr biwr r; :,7119 .4" Ali w ANN ER ENGINEERING 201 TO 600 SF OVER 600 SF Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 Mobile 912- 663 -7020 14 PSF 12 PSF 3. UPPER LEVEL & MIDDLE LEVEL_FLOOR DEAD LOAD FLOORING TILE WOOD DECKING INSULATION FRAMING CEILING HANGING & MISC. PARTITIONS 4. UPPER LEVEL DECK DEAD LOAD WATER PROOF SURFACE DECKING FRAMING CEILING HANGING & MISC. 5. MIDDLE LEVEL_DECK DEAD LOAD FLOORING WOOD DECKING FRAMING CEILING HANGING & MISC. 6. FLOOR LIVE LOAD LIVING AREA SLEEPING AREA ATTIC W/O STORAGE DECK BALCONIES GUARDRAILS 10 PSF 5 PSF 3 PSF 2 PSF 5 PSF 3 PSF 5 PSF 20 PSF 6 PSF (allows for recovering) 3 PSF 5 PSF 3 PSF 2 PSF 5 PSF 3 PSF 5 PSF 3 PSF 2 PSF 40 PSF 30 PSF 10 PSF 50 PSF 60 PSF 200 # LATERAL 7. WIND LOAD: 3 SECOND GUST WIND SPEED V3S = 130 MPH (2006 IRC, FIG. 1609) EQUIVALENT BASIC WIND SPEED VFM = 114 MPH (2006 1RC, TABLE R301.2.1.3) ROOF NET UPLIFT = 25.6 PSF 2 of 7 AN N ER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 Mobile 912- 663 -7020 8. SEISMIC CRITERIA: (2006 IRC FIGURE R301.2(2) SITE CLASSIFICATION "F ", CATEGORY "C" Section R301.2.2 9. Wall Load for 2x6 studs 11' high wall 9' high wall FRAMING 24 P/F 20 P/F WALL BOARD 44 P/F 36 P/F 68 P/F 56 P/F Field Findings: Tanner Engineering has reviewed the existing residence and recommended repairs. These recommendations are based on the information and codes available at the time of my field review. Should additional information become available, I reserve the right to determine the impact, if any, the new information has on our opinions and conclusions; and to revise my opinions and conclusions if necessary and warranted. Neither my observations nor this report is intended to cover hidden defects, utilities, building egress, architectural features or finishes, vapor - moisture protection, termite treatment, building set back, code compliance of the building except for main framing requirements. SHEET SKI through SHEET S4 are provided giving required member sizes of the framing members and new foundation requirements. Original construction of this residence was completed around March 2004 under the 2000 IRC. Repair design is base on the 2006 IRC. A. TESTING FOR MOISTURE INTRUSION: 1. Burt's Coastal Services Inc. July 22, 2007 tested high moisture content in second floor framing and walls at 40 %. Wall framing moisture needs to be verified to be below 19% before repairs are made. UPPER LEVEL FLOOR EAST WALL REQUIREMENTS 1. Upper Level rafters in area of wall repairs shall have rafter connected to each stud below Simpson CS18 strap with five 8d nails in rafter and stud or header. 2. Post between doors shall have one header stud under headers and two full height studs. 3. Upper Level 38 7/16" opening header in area of wall repairs shall have header connected to full height studs below with Simpson CS18 straps with seven 8d nails in header and stud. These full height studs shall be connected to studs in Middle Level below with Simpson CS18 strap with six 8d nails in full height studs, Rim Joist and stud below. 3 of 7 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 Mobile 912- 663 -7020 4. Upper Level 73 5/8" opening header in area of wall repairs shall have header connected to full height studs below with two Simpson. CS18 straps with six 8d nails in header and stud of each strap. These full height studs shall be connected to studs in Middle Level below with Simpson CS18 strap with six 8d nails in full height studs, Rim Joist and stud below. 5. Upper Level studs in area of wall repairs shall have stud connected to studs below with Simpson CS18 strap with six 8d nails in upper and lower stud. 6. The Jack and King studs at windows shall meet the minimum requirements on the sketches and meet the size and anchorage requirements in SBCCI SSTD 10 -99. UPPER LEVEL FLOOR DECK REQUIREMENTS 1. The original 2 x 12 Pressure Treated floor joist at 16" centers meets code requirements. Joist shall be anchored to wall Rim Joist and east edge beam with Simpson A34 with four 8dx nails in Rim Joist and deck joist to resist uplift. 2. Provide full depth blocking between TJi interior room floor joist under wall with tight fit to take vertical load of wall above to wall below. 3. Provide 2 x 12 Pressure Treated rim joist at end of interior floor joist with 2 x 6 on top of rim joist to support wall above. Connect to ends of TJI Joist and blocking. 4. The original 2 x 12 Pressure Treated floor joist shall be supported on edge beam with Simpson HY212 joist hanger. 5. Edge Beam on the west side shall be 2 x 12 Pressure Treated Southern Pine timbers. Beam shall be anchored to TJI Joist rim joist and blocking with 1/2" galv bolts 3" on each side of all joists. 6. Edge Beam along the wall shall be 2 x 12 Pressure Treated Southern Pine timbers. 7. Provide blocking in the deck floor framing between the rim joist or ledger board and first two floor joists. Blocking to be the same size as the floor joist and spaced at 4' centers. MIDDLE LEVEL FLOOR EAST WALL REQUIREMENTS 1. Post between two 8' doors shall have two header studs each side and seven full height studs. All full height studs in post shall be connected to studs on each end in Middle Level and the studs in the Upper Level above or the Rim Joist on the Upper Level floor and the existing Parallam beam on the Middle Level floor with Simpson CS18 with nine 8d nails in full height studs and Parallam beam below. 4 of 7 ANNER ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912 - 727 -3724 Mobile 912- 663 -7020 2. Post on each end of doors shall have two header stud and four full height studs. These full height studs shall be connected to studs in Middle Level and the existing Parallam beam with Simpson CS18 with nine 8d nails in full height studs and Parallam beam below. 3. Middle Level 8' -2" opening header in area of wall repairs shall be a 3 112" x 11 %d" LSL 1.55E Beam. Connect header to full height studs below with three Simpson CS18 straps with nine 8d nails in header and full height stud of each strap. 4. Middle Level studs in area of wall repairs shall have stud connected to studs below with Simpson CS18 strap with six 8d nails in upper and lower stud. 5. Middle Level full height studs beside wall openings in area of wall repairs shall have the stud connected to stud below with Simpson CS18 strap with six 8d nails in upper and lower stud. Hurricane strapping 6. Studs above 8' -2" opening headers shall be connected to header with Simpson CS18 strap with six 8d nails in stud above and header. 7. Window openings studs shall have stud to wall sill strapping in accordance with SBCCI SSTD 10 -99 Standard. 8. Parallam beam supporting east wall of Middle Level shall be anchored to columns below with one Simpson PA51 with 13 10d nails into Parallam beam and one Simpson MSTAM36 twisted to attach to Parallam beam and column at each CMU column. 9. Double 2 x 12 edge beam supporting east edge of Middle Level deck shall be anchored to columns below with one Simpson MSTAM36 twisted to attach to Parallam beam and column at each CMU column. 10. Middle Level deck has existing mechanically operated metal shutters around the exterior edge of the deck. These shutters have a vertical post that spans from the Middle Level deck to the bottom of the Upper Level deck framing beside each structural column. These shutters are to remain to protect the doors and windows in the porch area from flying debris. 11. HB &G PermaCast Load - bearing columns; fiber - reinforced polymer composite; weatherproof, insect-proof will be used to support the Upper Level deck from the Middle Level deck. Columns will be supported on the Middle Level Deck and connected to the bottom of the Upper Level deck along the exterior edge of the deck to support the vertical load of the Upper Level deck. Provide a 2 x 12 treated cap plate. 5 of 7 ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912 -727 -3724 Mobile 912- 663 -7020 MIDDLE LEVEL FLOOR DECK REQUIREMENTS 1. The original 2 x 12 Pressure Treated floor joist at 16" centers meets code requirements. Joist shall be anchored to wall Rim Joist and east edge beam with Simpson A34 with four 8dx nails in Rim Joist and deck joist to resist uplift. 2. The original 2 x 12 Pressure Treated floor joist shall be anchored to edge beam with Simpson HY212 joist hanger. 3. Edge Beam on the west side shall be two 2 x 12 Pressure Treated Southern Pine timbers. Beam shall be anchored to TJI Joist rim joist and blocking using existing '/" galv bolts at 32" centers. 4. Edge Beam on the east side shall be two 2 x 12 Pressure Treated Southern Pine timbers centered on centerline of column below. Beam shall be anchored to column. 5. Provide blocking in the deck floor framing between the rim joist or ledger board and first two floor joists. Blocking to be the same size as the floor joist and spaced at 4' centers. INTERIOR GYPSUM BOARD WALL & CEILING REQUIREMENTS: 1. All gypsum board materials and accessories shall conform to ASTM C 36, C 79, C 475, C 514, C 630, C 931, G 960, C 1002, C1047, C 1177, C 1178, C 1 278, C 1395 or 1396. Gypsum wallboard shall be a minimum of 5/8" thick. Gypsum wallboard shall be attached to the wood framing with type W or S screws in accordance with ASTM G 1002 spaced at 7" maximum on center and penetrate the wood not less than 1 1/8". Repair Specifications: A. All work under this contract shall conform to all codes, ordinances, and regulations of all authorities having jurisdiction over this work whether covered or not covered or in these documents. B. All construction shall be in accordance with 2006 international residential code, SBCCI Standard for Hurricane Resistant Residential Construction SSTD 10 -99, OSHA, AISC codes and requirements and all applicable standards. C. Coordinate layout of framing members with all trades to insure that joist, and plates are not extensively notched, cut or bored. Refer to standard building code for allowable cutting notching and boring of framing members. Trusses and engineered members shall not be cut, notched or bored without engineer's approval. 6 of 7 ANNFR 'ENGINEERING Richmond Hill, GA 31324 1000 Sweet Hill Road 912- 727 -3724 Mobile 912 -663 -7020 D. The engineered framing member sizes provided are based on using No. 2 pressure treated southern pine with Fb = 1,200 psi, e = 1,600,000 psi. The engineer shall approve substitutions before using. E. Existing wall framing moisture shall to be verified to be below 19% before repairs are made. F. All blocking and ledgers for timber beams and joist shall be pressure treated. If shims are required under any blocking, they shall be full size (not shims) hardwood. G. All connecting steel angles, plates and bolts shall be hot dip galvanized in accordance with ASTM A -153. H. All lumber in decks or in contact with concrete, masonry, ground or otherwise noted on the drawings shall be pressure treated in accordance with AWPE Standard LP -2. I. Girder and headers shall be sized in accordance with 2006 IRC tables R502.5(1) and R502.5(2). Spans greater than provided in tables R502.5(1) and R502.5(2) shall be designed by an engineer. All headers shall be a minimum of 2 x 8 and will be solid. J. Floor joists shall be sized in accordance with requirements in 2006 IRC CHAPTER 5 and TABLES R502.3.1(1) and R502.3.1(2). K. FLOOR JOISTS SHALL BE FASTENED TO THE SILL PLATE OR TOP PLATE IN ACCORDANCE WITH REQUIREMENTS OF 2006 IRC TABLE R602.3(1). L. Joists exceeding 2 x 12 shall be supported lateral by solid blocking, diagonal bridging (wood or metal), or a continuous I x 3 strip nailed across the bottom of joists perpendicular to joists at intervals not exceeding 8'. M. Wall corners shall be constructed as required in SSTD 10 -99 FIGURE 305T6. N. Framing shall be connected in accordance with 2006 IRC Table R602.3(1) as a minimum. O. All nails shall be threaded shank nails. P. All screws and nails in pressure treatment lumber shall be treated as recommended by Southern Pine Association for the pressure treatment used. Very truly yours, '' O,0 No.1 John A. Tanner, P.E., Structural Engineer, GA PE No. 15127 7 of 7 CLIENT SUBJECT ANNER SHEETS/<—/ ENGINEERING Y CL) , DATE 1000 Sweet Hill Road REV Richmond Hill, GA 31324 912-727-3724 Mobile 912-663-7020 f ! 1 t 1 1 1 1 ' 1 ' , t : i t ; t t ! ' i i ! ! : , ! —4 • ! I , • ; i 1 1 ' • ; ; ! ,", . I 5 Oti -TrItif CLIENT L-14 E : a.ea_ ; #, SUBJECT 1 N ((-; TANER SHEET -S C ENGINLERING Y W . DATE 1000 Sweet Hill REV Richmond NIL pA 31324 ! E 5 S. p i _ � -:, 912-727-3724 1vlobile 912 - 6633- 70020 t1/4.1,400,4,5 r :� -. `� 'iq. L .7 tit i 1 ` : (j) - c1: ,n4►1s .. l e sv t�'z c t 1 �1 i ti .. r __ . fig, . P 6051 f :,-7 1 Siak -5%gAPi „j4 §i i-t- tFi ` - � wa 6- �'sra g4fl / °� _ - •0.2 4: rte! I • �1 CLIENT it-?, 0-1-44 -rk...-gszAcE -c.165451.1EET Sk2JOF SUBJECT BY DATE CKD REV ANNER ENGINEERING 1000 Sweet Hill Road Richmond Hill, GA 31324 912-727-3724 Mobile 912-663-7020 A I / I I stika cpk) A IF 1 ,r1cOS ri‘ermi'a ' Mod Art Rtml _ 1717) J 1 I F L DEPTIL13i4r.iti I G V eet 1 eii I LORD 1 f 17.0_WLL 154w ,iil 1 olk-S-T- L 1 , H_ ; _-1 2._.)_1•;,V2.__- 1732_iffit+t___-__;_ 24_(11421i 1 I , kSat c , --1, -13Z, km r'TO, i V -. 0-Z11 I.2 LoPtv ; To' . V•ii:)_,-Htit _-ifS-ip LA4 _____,___ _ I ■ 1 i; 1 _,_ ± i .i. i _ ti2lbc'E Wik I 1-.4i. '5L-t_ --- 4 , i I 1 . i i 7 . -r- 1 U 1 , 1 . 1----- i 7 I I 1 ! 4 . 2 'A! Legi)40,042,, Tzt .-Sok sr -1+1 CLIENT TAIZIZAe.k? SUBJECT ANNER SHEET SY-4-OF ENGINEERING BY DATE 1000 Sweet Hill Road CKD REV Richmond Hill, GA 31324 912-727-3724 Mobile 912-663-7020 , , 1 ; L 1 ! 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