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Home My Public Portal About06-0186 Soda Properties_1of205/08/2006 03 :48 FAX 9127369770 ., „c y WAPTM 05/08/2006 NON 10:27 FAX 012F '001 WPC -SAV ENGINEERING, ENVIRONMENT/4J. & CONSTRUCTION SERVICES May 8, 2006 Mr. J oho L'Moure Phoenix Building and Design 7906 East Highway HO S-:vaunah, Georgia 31410 Subject: iasa .first Street Footing and Steel Reinforcement Verification Tybee Island, Georgia WPC Project No. SAV3 -06-043 002 912 -698 -1002 p.2 l RECEIVED 77Ir 14r. L'Moure: VI PC has completed our footing and reinforcing steel verification for the existing foundation construction Iocated at 6TLFirst Street on Tybec Island, Georgia. WPC measured 5 out of 35 colum n ioot n s and verified the presence of steel reinforcement in each footing measured. WPC randomly measured the dimensions of 5 column footings. The dimension of each footing unf:asured was at least 21 inches deep by 36 inches wide and 36 inches long. WPC utilized a Fisher M•Sccipe, Model M-l00 Metal Probe and Rcbar Locator to verify the presence of steel reinforcement in the footings. All of the footings measured, showed evidence of steel reinforcement embedded in the concrete. MAY -08 -2006 16:01 22(11 Rowlancllivern,e S�SCn�uh,C/ .11J04 eel 412.6:4.1400 ',112.G29. 0101 w�woyee.s.enn) 9127868770 96% P.02 05/08/2006 03:48 FAX 9127868770 WAPTM 05/06/2008 MDN 10 :27 FAb 912F 4001 WPC -SAY 621 Fist Street y.I L- t3t1 -1 UU1 11003 p.3 Lej uu r, vu.) May 8, 2006 Tybecls1and,Gcorgia WPCProiectNo. SAV3- 06.045 WPC greatly appreciates the opportunity to provide materials testing services to you on this project Please do not hesitate to contact us at (912) 629-4000 if you should have any questions. Sit:cerely, WPC, Inc. Mark S. Knusstnaru: Construction Services Manager William S. Anderson, Til, P.E. Branca Manager MAY —aB -2006 16 :01 9127868770 96% P.03 05/08/2006 03:48 FAX 9127868770 ft'APTM t Va 344. 04 etfaJ3 & Property Management, L_L_C_ X001 802 First Street • P.O. Box 2802 • Tybee island, GA 31328 Phones (912) 788 -88051 (600) 755 -8562 • FAX (912) 78646770 www.renttybee.com FAX COVER SHEET TO: Chuck, Dee, or Diane COMPANY: City of Tybee FAX: 786 -9539 PHONE: 786 -4573 DATE: 518(06 FROM: Keith L. Gay NUMBER OF PAGES (INCLUDING COVER): 3 MESSAGE Faxing the engineering letter that you requested from John LaMoure. Please call if you have any questions. THANKS!! The information contained in this facsimile message is intended only for the use of the individual(s) to whom It Is addressed. It may contain information that is privileged and confidential, disclosure of which is prohibited by law. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you receive this communication in error, please notify us immediately at either of the phone numbers above. MAY -08 -2006 16 :01 9127868770 96% P.01 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. 0(.0- D I In Date Requested: 014 - i 3 -0 b Owner's Name: Date Needed: 3 H - (0 - 0 Gen. Contractor: S 01)Pc Subcontractor: h .D e r 1L Contact Number: U- n (o'-I- ("2- (O O Location: COO Z .r, r S L', Date of Inspection: L1- I (; . Olt,' Type of Inspection: 7e , r I- t c Comments: S -e.e_( -C r L'o�& S 1 ■ u04e -c=Al5").e^e7 ge-Fg". v�Inspector: 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. 0(n V(,7 Owner's Name: Gen. Contractor: S Contact Number: N umber: rThi \-■ r-N Date Requested: Date Needed: oto-O(. .c) • Subcontractor: "TV. Lo L-1 - Co 0 Location: (t) n 2. r Date of Inspection: (' , Type of Inspection: r Comments: Inspector: -7"- ; \ -) Time of Inspection: DATE ISSUED: 03 -31 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP CITY OF TYBEE ISLAND BUILDING PERMIT FOOTERS/PIERS/BEAMS COMMERCIAL BLDG 602 FIRST ST SODA PROPERTIES 502 MILLR ST EXT STATESBORO GA 30458 PHOENIX BUILDING & DESIGN, LLC PO BOX 2945 TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEE'S CHARGED $ 112.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $12,000.00 PERMIT #: 060186 TOTAL BALANCE DUE: $ 112.00 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. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org 03/20/2006 06:20 FAX 9127868770 WAPTM Z002 • TE: LA e V b e t r I O+re d� 4 Me c.J Loc. STA or- . j.lecv Foot 1N c3 t e+ai t • DC0- S%r, S I 'CT Location: CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT NAME PIN # - "03 -67_ oo. Owner �; 50OA P coo 021 5s 5aluonc�.r/ %1,er/ F2 y5 /�k, a.., xo 2 , *AY4 _._ _...,.... -v /u® Architect � �� Wey h s- . box 89 'IS" 461.1--/ ee Wr — l ding Contractor 1 lefri I . ac. / (Check all that apply) ❑ New Construction ❑ Duplex ❑ Residential ❑ Footprint Changes ❑ Other ❑ Renovation ❑ Minor Addition ❑ Single Family ❑ Substantial Addition 0 Commercial ❑ Multi- Family ❑ Repairs ❑ Demolition Estimated cost of Construction: $ / 2/300 ' Construction Type 4 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer _ Proposed use: f to kg s / Ps( t/Ls J Bohm ju .41004" d -0 ek/sfi,., ! ti it Remarks: �� ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units # Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off - street parking spaces Trees located & listed on site plan Access: Driveway (R.) With culvert? With swale? Setbacks: Front Rear 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. /1/ A 03/20/2006 06:20 FAX 9127868770 WAPTM 1 1003 During construction: On -site restroom facilities will be provided through %vstAl 5 //re On -site waste and debris containers will be provided by C ..C.y .174F Construction debris will be disposed by at by means of 3`' °® cc 'r•- .J I understand that I must comply with zoning. flood damage control, building, fire. shoo protections 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 sR drainage impaired by this permitted construction. Date: MOO" Z4 a Signature of Appli Note: Alit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone A - $ FE 12. Co ' Approved rezoning/variance? Street address and number: New Existing 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 findings) 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 Date 3 -0C- FEES Permit Inspections 39 Water Tap Sewer Stub Aid to Coast. TOTAL 112 Dec 16 05 02:44p MARK BOSWELL 912- 897 -6932 bA LOT 250,/ I � LOT 229 ''N N1945'00'7" _• .00114 ep 120.00' — — 00' . ‘Z Z •• a. a ti ; FIFYN AVENUE i0'Nhr (Nov OPEN) aIA 6 2 Ib ULItM 1Aw41 bj•rsA !111.4,■11.x1.1 ii: 'STAKING NJ.N 1. E3 DESIGN SERVICES, INC. Nnv ,. K,NAS4.411LMNC AK.CNgG1A p.1 TJ- Seem+® 6.20 Serial Number; 7009001451 User 1 >✓14f2000 (1:41:39 AM Pape 1 Er' ins Version; 6.20.18 Beam Cato For Tybee Island 2 Pcs of 1 3/4" x 16" 1.9E Microilatne LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION ATP LOADS LISTED 'Overall Dimension: 24'8" 12' d "- b 12' 4" — Proauct Diagram Is Coi1 eptuat. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 8' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 120 Deed Vertical Loads: Type Class Live Dead Location Uniform(plf) Floor(1.00) Uniform(plf) Floof(1.00) Uniform(plf) Roof(1.25) SUPPORTS: 1 Plate on masonry wall 2 Plate on masonry wall 3 Plate on masonry well 389,9 369.6 319.8 116,9 116.9 222.1 OTo24'8" 0 To 24' 8" 0 To 24' 8" Application Adds To Adds To Adds To Comment Trib Loading from single floor 8' Trib Trib Loading from Assumed 2nd Floor 8' TRIB Assumed Roof Trib load 13' Input Bearing Vertical Reactions (lbs) Detail Other Width Length Llve /Dead/Uplift/Total 5.50" 7.09" 7803 / 2742 / 0 / 10546 L1; Blocking'; :1 Ply 1 3/4" x 16" 1.8E Mlcrollam® LVL 5,50' 20.03" 21285 / 8611 / 0'/ 29796 L1: Blocking 1 Ply 1 3/4" x 18" 1.9E Mlcrollam® LVL 5.50" 7,09' 7803 / 2742 / 0 / 10545 L1: Blocking 1 Ply 1 3/4" x 16"1,9E Mlorollam® LVL -3ee TJ SPBCIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking - Bearing length requirement exceeds input at supports) 1, 2, 3. Supplemental hardware Is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 14898 9895 10640 Moment (Ft -Lbs) -35765 -29998 31114 Live Load Den (In) 0,230 0.400 Total Load Defl (In) 0.296 0.600 Control Location Passed (93 %) Lt, end Span 2 under Floor loading Passed (96%) Bearing 2 under Floor loading Passed (1/810) MID Span 2 under Roof ALTERNATE span loading Passed (L/487) MID Span 2 Under Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL:U380,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern !ogling, SE-e. 7.)o-ye ei c, e 2 PROJECT INFORMATION: Pheonix Builders John Lemoore FAX 912 - 888 -1002 Copyright 0 2005 Ay =rag Jo Lac, a Weyarheeueer euaineee Hiaxellam0 i" a registeYea trede,rtlark of TrUg Joist. 'd clLS ' °N OPERATOR NFORMATIOIy,: Leonce Vidal Leonce Vidal Weyerhaeuser Jacksonville 6831 Highway Avenue Jacksonville, FL 32254 Phone ; (804)783 -2007 eXt 31 Fax ; (904)783-0841 EE90L166[6 NMOa 9V u8WN1 f31SVO W05:01 9006 '.b6 Beam Cafc For Tybee Island y ::i �/r Ti•seam®6,20aerial Number.T0000ld51 2 Pcs of 1 3/4 x 16 1.9E Mtcraham® LVL User: 1' srg4 /2008 9:11:40 AM Peg. 2 Engine version: 8.20.18 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTEg; - IMPORTANTI The analysis presented is output from software developed by True Joist (TJ).: TJ warrants the sizing of its products by this software will be accomplished In accordance with TJ product design criteria and code accepted design Values. The specific product application, input design loads, and stated dimenalons have been provided by the software user, This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Note' See TJ SPECIFIER'S / 9UILDER'S GUIDES for multiple ply connection. Operator Notes: Assumed 2 Floors and Roof Framing as worst case, PROJECT INFORMATION: Pheonik Builders John Lamoore FAX; 912 -898 -1002 cogyxtgtic o togs by Txua Joint, 1 Y/myerhd40=or euiirisr. n >eroilomp as a reVietoo ad etulamarX of 5rva Taint. E 'd SILO ' °N OPERATOR INFORMATION: Leonce Vidal Leonce Vidsl Weyerheausar Jacksonville 8831 Highway Avenue Jacksonville, FL 32254 Phone ; (004)783 -2007 ext 31 Fax '(904)783 -0841 EE90LZ6Z16 NAM 8V J38 11 J31SVJ NOS:01 9002 tiZ 'apW /I i 1 136 R?i b(e 33 pifRs L);it �� Co��r/r� o ��P� It/ As c/P/ ; xied 8g D A-0 -v '711 ,e A t S /YI t✓c/� �/utS ° rvy .J.r/c�-�t!, ;o e0 I2' -3 1/2 " PIT 00T12KI \T /AYOUT 0000 6. HWY 60, TY666 151.ANO 66'-0" 0 tham County, S4teo Pi ads REVIEW FOR CODE COMPLIANCE 0 0 0 ... \Phoenix \00 e. hwy 80- Gay 3/22/2006 8:21:39 PM ALL CONSTRUCTION MUST COMPLY WITH THE SSTD ( •atl AND THE IRC ONE AND TWO FAMILY DWELLING CODE EDITION AND STATE OF GEOlGIA AMENDMENTS Flood hazard zone A. BFT' 12 No interior finishes, walls to allow entry end exit cf watnr, no mechanical Q :iwipment. Only parking, limited storage and building access how BFE. Every effort has been made to identify code violaticns, no ovarsight by tha reviewer shall bo construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances, The review and permit should not be construed as a warranty or guarantee. Reviewed By G' Data 3-2.8.c;6 ALL CONSTRUCTION MUST COMPLYWITH THE •3T0 0.94 ANDTHE IRC ONE ANDTWO FAMILY DWELLING CODE 2-cm EDITION AND STATE OF GEORGIA AMENDMENTS ANCHOR BOLTS IRC SECT. R403.1 AND SSTD 10 -99 SECT. 303 BOLTS SHA1!_ HE It4THES LONG, 5/8 INCH 1:1q11 I• Ck1 WASHER 11.8 ta li iED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER. FOOTINGS IC SECT. R403 AND SSTD 10 -99 SECT. INIMUM FOOTING 20 INCHES WIDE 3 INCHES THICK WITH TWO NO. 5 REBk t�r (HE BOTTOM OF THE FOOTING MUST T! .• A MINIMUM OF,ITINCHES BELOW FINAL GRAM 3C." 0 GMU PIEf� 16' X 16' GONGRifi MASONRY 6LOGA 2500 041 GONGRift INIIL• 4 •5 NtIN /ORGIN6 R006 36' OIANifPR GONGRift RPINO0R0i0 POOfPR 16'X16' GONGRtft MASONRY 61.OGA IIIf1 •5 Rt INOORGIN6 R006 r ILLNO WIN 2500 041 GONGRifi •5 Rt6AR Ri1NPOROmONf ON GNAIR4 Rt INIORGPO GYLINOUR /OOfiN6. 36' IN OIANifOR ,afi my/s. �ji�h7tJf'��l� 6io% .00-11\& P� 1 K DATA I 0000 0 HWY 5C) TYS 15LANO ... \Phoenix \00 e. hwy 80- Gay 3/22/2006 8:19:53 PM STATEMENT OF ACCOUNT CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328 -2749 PHONE (912) 786 -4573 KEITH GAY CUST NO #: 02 -2008 P 0 BOX 2802 DATE: 3/30/2006 802 FIRST ST DUE DATE: 3/30/2006 TYBEE ISLAND GA 31328 DATE REFERENCE DESCRIPTION ORIGINAL AMT PAYMENTS BALANCE 2/24/2006 0 -HWY 80 & CAMPBELL ENGINEERING REVIEW 455.00 0.00 455.00 CURRENT 30 DAYS 60 DAYS 90 DAYS 120 DAYS BALANCE 0.00 455.00 0.00 0.00 0.00 455.00 * * ** *THANK YOU * * * ** TOTAL DUE : 455.00 INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328 -2749 PHONE (912) 786 -4573 KEITH GAY P 0 BOX 2802 802 FIRST ST TYBEE ISLAND GA 31328 ITEM DESCRIPTION ENGINEERING REVIEW CUSTOMER #: 02 -2008 INVOICE #: HWY 80 & CAMPBELL INVOICE DATE: 2/24/2006 DUE DATE : 3/13/2006 P.O. # . CHARGE DETAIL UNITS TYPE PRICE AMOUNT 0.00 0.00 455.00 * * ** *THANK YOU * * * ** TOTAL DUE : 455.00 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net February 22, 2006 Invoice # 20601701 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: Building Addition Highway 80 & Campbell Avenue Keith Gay 4k2OO$ 11 -14 -05 1.5 hours Site observations and plan review (correspondence file #2060170B) 11 -13 -06 1.0 hours Plan review (correspondence file #2060170C) 11 -21 -06 1.0 hours Plan review (correspondence file #2060170D) (correspondence file #2060170E) 3.5 hours re* RECEIVED n2 -z2 -0 co $130 = $ 455 Total Due This Invoice