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Home My Public Portal About06-0373 CRAIG&KIMBERL SINCLAIRY 141!1"... Inspection Report City of Tybee Island 403 Butter Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 186 -4573 extension 114 Fax: (912) 786 -9539 Permit No. _. DatP Reqoactecl Owner s Name � >� ^_,I n �, F-'. Date Needed Gen. Contractor Subcontractor Contact Number Location _ Inspector Type of Inspection 1,)7 5 Date of Inspection rch C-00� Pass Fail CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 0(o -03"13 Location: " .Zz /�`' , PIN # NAME ADDRESS TELEPHONE Owner Renovation ��a��r %4 (;4. 3u-'10 Single Family ❑ Commercial ❑ Repairs Architect Qc+v;A �r by or Engineer Loci •� 5 % 1 s /- Y33 - G Building Contractor (Check all that apply) ❑ New Construction ❑ Duplex ❑ Residential ❑ Footprint Changes Other P -t,Lr ❑ Renovation ❑ Single Family ❑ Commercial ❑ Repairs Estimated cost of Construction: $ 5=300 ` Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (4) (5) (Enter appropriate number) Masonry Steel & Masonry ❑ Minor Addition ❑ Substantial Addition ❑ Multi - Family ❑ Demolition (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: # Units Lot Area # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) Setbacks: Front # Bedrooms Living space (total sq. ft.) With culvert? Rear Frzo- I l , u 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 On -site waste and debris containers will be provided by Construction debris will be disposed by at 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: 5--0- & -p6 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) 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 Officer Water /Sewer Storm/Drainage Inspections City Manager NFIP Flood Zone Existing Date FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL I 4. CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 06 -30 -2006 PERMIT #: 060373 WORK DESCRIPTION: ADDING PORCH WORK LOCATION: 109 LOVELL AVENUE OWNER NAME CRAIG & KDYIBERL SINCLAIR ADDRESS 160 CALVIN MURPHY RD. CITY, ST, ZIP GRANTVH,LE GA 30220 CONTRACTOR NAME CRAIG & KIMBERL SINCLAIR ADDRESS 160 CALVIN MURPHY RD. CITY STATE ZIP GRANTVH LE GA 30220 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $ 63.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $5,800.00 TOTAL BALANCE DUE: $ 63.00 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 budding 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) 7865737 www.ettyoftybee.org .0.: ;Yr, .f. �a w Inspection Report City of Tybee Island 403 Butler Avenue P.O. Sox 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Permit No_ 0L n– 037 Owner's Name j � J G. 1— Gen. Contractor S(ka IJ'ad Date Requested I 0 - (_ Date Needed Subcontractor Contact Number Q r+�a .S J nR C (.,) to 0 - 7 3 ; Location q L o i e l l Date of Inspection GG Time Tnspector I' Type of Inspection 2 - r`<,p e- QPSS M Inspection Report 73 ?Co 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. Q to - 0 3 23 Date Requested: O 4 ` Owner's Name: !,,, e � 2 . r Date Needed: IS' O Gen. Contractor: Subcontractor: Contact Number: r Q-5 i Location: q 1. / e I A,/ e , Date of Inspection: Type of Inspection: Fait Comments: O e. r- SN4 // �c C�;, -: uks LAP Inspector ,;� 4 } /ed w , �/- Z 4 Time of Inspection: m �N w 1. PLAT 18S, PAGE 34 2. PLAT 13S PAGE 63 3, MAP BOOK 2, PAGE 8 -9 Qw QF LT QSUJPE FIELD, 1/3 000+ ANGULAR EW4 , V PER ANG. PT. ADJUSTED BY, COMPASS METHOD PLAT, 1 /INFINITY EQUIPMENT USED, SOKKIA SET 4 -B FIELD SURVEY COMPLETED 3/2006 N r THIS DRAWING AND ALL REPRODUCIBLE COPIES OF THIS'T)RAWING ARE THE PROPERTY OF WILLIAMS AND ASSOCIATES, INC, REPRODUCTION OR ALTERATIONS I)P THIS DRAWING WITHOUT THE WRITTEN CONSENT OF WILLIAMS AND ASSOCIATES, INC. IS NOT PERMITTED, 3 LOTS 35 -8 & 368 PIN 4- 0004 -01 -00 BILLIE K �t HOWARD LOT 35 -A PIN 4- 0004 -01 -012 roi BELLINCER MARY C WILLOUGHBY S69.21'24'E 78.82' S69'21'E4'E 5/8 BF ZONE AB �(ELEV 14) J 11 r 10'BSLp� W CY PORL`F�- O 5775 - WALKWAY I ia0 1 40004 I FLOOD ZONE 1 PIN -01 -004 DESIGNATION LINE I LUANN ROBERTS r �_ SO4GU STORY 0 OCK W _z I DEWX #I� n. I Q I^ SRI W c SURVEY OF LOT 34 -A, WARD SPECIAL FLOOD HAZARD AREA (ZONE A8, ELEVATION 13 & 14) PER COMMUNITY PANEL NO, 133164- 0001 -C, DATED JUNE 17, 1986. IMPROVEMENTS MAY EXIST ON THIS SITE WHICH ARE NOT SHOWN ON THIS PLAT. THIS PLAT IS SUBJECT TO ALL RECORDED EASEMENTS AND DEEDS OF RECORD. THE PROPOSED MODIFICATIONS TO THE PORCH/PATIO ARE BEING D SHOWN AT THE THE MQDf ICATIO ST WEREMPROVIDED BY THE OWNERR ACCORDING TO 7HE PROVISIONS RELA77W TO THE OFFICIAL CODE OF GEORGIA ANNOTATED, SEC77ON 15- 6,67(0), DO NOT REWIRE APPROVAL OF THIS PLAT BY ANY PLANNING AUiHORITY OR MUNIC/PA OR COUNTY GOVERNING AUTHORITY PRIOR TO 7t,'£ RECORDIN( OF THIS PLAT. S69.21'24'E 78.82' LOT 33 -B PIN 4- 0004 -01 -005 PERKINS & BEST LOU VERA & PAUL DENNIS ZONE AB �(ELEV 14) J _LLEY 13 _ZONE AB W CY -- N69.21'24'W 7882' 1 5/80R O 5775 - WALKWAY I 1 I J I FLOOD ZONE 1 DESIGNATION LINE I I I0 Icy, 1 N I W 7c� 1 I 1,1 I #I� u Q ZONE AB �(ELEV 14) J _LLEY 13 _ZONE AB W -- N69.21'24'W 7882' 1 5/80R O I LOT 33 —A 6 I J PIN 4- 0004 -01 -005 D - WILLIAM C MEYER w I, I mI #I� �IGIW W c SURVEY OF LOT 34 -A, WARD III %0 TYTYHE, EGISLA Di CHATHAM G Ca SECOND ST ALSO KNOWN ASi 109 LOVELL AVE \', R/W VARIES CENTERLINE PREPARED FOR CRAIG SINCLAIR 7JQr INTERSECTION DATE: MARCH 27 REBAR FOUND .2006 JOB. No. 06 -035 REBAR SD ET uIJ MONUMENTN (SC.) cONCRETE FOUND BUILDING �+ SETBACK LINE 0' BENT 20' MCG3AFC0)EEN CONCRETE ® Y. GEORGIA 31408 BRICK - Chatham County, ftVIEW FOR CODE COMPLIANCI a on Job S e of pia4s -It 41, Lvery effort has been made to identify m@p code violations, no oversight by the reviewer shall be construed as authority to violate, cancel, alter or set aside ar;y applicable codes or ordinances. The review and permit should not be construed 12 as a warranty or guarantee. 3 F-- C. - k - o b a+aviewed By �� Date - -Zx , T rp roles, u h Y Glover PROJECT & ASSOCIATES A Full Service Engineering Firm (251) 200 CMU WALL 0 OD �iiIlIIIII r EXISTING SLAB AND TURN DOWN ON GRADE EXISTING SECTION %n =1,_0„ CRAIG SINCLAIR PORCH ADDITATION TYBEE ISLAND, GA I DATE DEM 5/17/06 SHEET 1_ OF 6 DRAWING NUMBER A 1 A A6 L NEW PORCH SECTION 3/ „_1,_o„ ANCHOR BOLTS IRC SECT. R403.1 AND SSTD 10 -99 SECT. 303 BOLTS SHALL BE 10 INCHES LONG, 518 INCH IN DIAMETER WITH A 3X3 INCH WASHER 1/8 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER. COwles, Murphy, Glover PROJECT & ASSOCIATES A Full Service Engineering Firm CRAIG SINCLAIR PORCH ADDITATION TYBEE ISLAND, GA DEM 1 05/17/06 SHEET —2_ OF -6— REV.0 DRAWING NUMBER A2 smapsh ALL CONSTRUCTION 3T COMPLYW17HTHE e Calker SSTD to •`it ANDTHE IRC ONE ANOTWO HuCCiran FAMILY DWELLING CODE 2arx� EDITION Re4U`Cea 1x4 @'11�6" O.C. 316 AND STATE OF GEORGIA AMENDMENTS W/ (2) "Ox,Y2" LONG HDG SCREWS AT EACH 2x6 TYP. 12 NEW 1XI'METAL ROOFING SYSTEM 3� A2 A3 1 F 12- 2x6 24" C. TY — — — — ' 3 a �et-ceo 4x4 WOOD POST MONOLITHIC SLAB ON GRADE IRC SECT R 403 AND SSTD 10 -99 0 N TABLE 303d. MINIMUM FOOTING THICKNESS 20' AND 12' -1i' WIDE WITH 2 #5 REBAR 0 12 1/4� o p �r / -- 14' -1yl6" A6 L NEW PORCH SECTION 3/ „_1,_o„ ANCHOR BOLTS IRC SECT. R403.1 AND SSTD 10 -99 SECT. 303 BOLTS SHALL BE 10 INCHES LONG, 518 INCH IN DIAMETER WITH A 3X3 INCH WASHER 1/8 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER. COwles, Murphy, Glover PROJECT & ASSOCIATES A Full Service Engineering Firm CRAIG SINCLAIR PORCH ADDITATION TYBEE ISLAND, GA DEM 1 05/17/06 SHEET —2_ OF -6— REV.0 DRAWING NUMBER A2 3" WASHER (TYP.) l SIMPSON HS24 �PPCcq (TYP.) LL 1 44 POST SIMPSON HL33F (2) 2x6 WITH Y2" PLYWOOD BETWEEN. NEAR SIDE & FAR SIDE ATTACH TOGETHER WITH (TYP.) (2) i6 "0x3" LONG HDG DETAIL SCREWS @ 16" O.C. TYP. 3" =1' -0" A2 A3 3" WASHER (TYP.) 2) 2x6 M G SIMPSON HL33F M 4x4 POST DETAIL 5 3 " =1' -0" A5 A3 rp wles, 7� R u h y (..hover I PROJECT & ASSOCIATES A Full Service Engineering Firm MOBILE, AL (251) 433 -1611 O 0 O O DETAIL 2 3 " =1' -0" A2 A3 (2) 2x6 ATTACH TOGETHER WITH (2) 3/6 "0x2/4" LONG HDG SCREWS @ 16" O.C. TYP. 6x6 POST 2" WASHER (TYP.) NOTCH - 6x6 POST (TYP.) DETAIL 6 3 " =1' -0" A5 A3 LAIR 7�7 DEM Z 5/17/06 A 1 T IOl V SHEET _ `� OF —6— REV.O D/ GA DRAWING NUMBER A3 (3, 2 "0 HDG BOLTS @ 4" O.C. W/ NUT AND (1) WASHER EACH SIDE THROUGH EXISTING RAFTER & NEW 2x6. (TYP) METAL FLASHING UNDER EXISTING ROOF SYSTEM & ABOVE NEW METAL ROOF. H� O = -ter i 2x6 RAFTERS @ 24" O.C. (TYP) ALL tbNSTRUC710N MUST A COMPLY ND"E to .qg AND THE iRG ONE ND` ON SSTO FAMILY DWELL GIN CODE AND STATE OF GEORGIA AM1NDt11ENT8 EXISTING 2x10 12 DETAIL 3 1 " =1' -0" A2 A4 � t ;t It% ow �'�p y 5OpESR�Ep1g51N �p11S SIMPSON HANGER LSU26 �1'wLAX ED1i`;N�MAN SAOvg S INSTALL PER MANUFACTURE. jo'bt � (TYP) METAL FLASHING UNDER EXISTING ROOF SYSTEM & ABOVE NEW METAL ROOF. 2x6 RAFTERS @ 24" O.C. (TYP) rp y' roles, T R u h Glover PROJECT & ASSOCIATES A Full Service Engineering Firm EXISTING 2x10 ALT. DETAIL 3 1" =1' -0" A2 A4 CRAIG SINCLAIR PORCH ADDITATION TYBEE ISLAND, GA DEM 1 5/17/06 SHEET _`f_ OF _6_ DRAWING NUMBER A u ALL CONSTRUCTION MUS. JMPLYWITHTHE SSTD lQ• `14 ANDTHE IRC ONE ANDTWO FAMILY DWELLING CODE � EDITION AND STATE OF GEORGIA AMENDMENTS EXISTING SINGLE STORY SPACI- BELO I, FLOO ELEVATION1AE- Lon�iONCRETE BLOCK RESIDENCE NYdrostatr vent require to relieve Water Dressure in low tl5ea square enclosed spa" e of tlooare. require(, toreacnl qua a Bottom of vent must Be WIt1 Iced m oPOosde Walls to elevation Vents must b P 6 oermi' wale' io Now' A5 A3 I I I I I I I I I I I I I I I 4 5 I' I A5 A3 I I I 6 44 EQUAL SPACED = 20' -0" 10' -0" 30' -0" NEW PORCH PLAN Ya " =,' -0" MONOLITHIC SLAB ON GRADE IRC SECT R 403 AND SSTD 10.99 TABLE 303d. MINIMUM FOOTING THICKNESS 2W AND 12' .18' WIDE WITH 2 #5 REBAR 0 0 I 0 I ry T urp y PROJECT ar UAIL W1& II h G ° "er CRAIG SINCLAIR DEM s/, /os & ASSOCIATES C A Full SemeeEngineenng Fm PORCH ADDITATION SHEET -5— OF —6— REV. O PERFORMANCE . aEUns . EXPERIENCE , G TYBEE ISLAND GA MOBILE, AL LaGRGR ANGE GA DRAWING NUMBER (251) 433 -1611 * (706) 242 -9202 2 A5 1RG SECT. R403.1 Ahu SSTD 10 -99 SECT. 303 BOLTS SHALL BE 10 INCHES LONG, 518 INCH IN DIAMETER WITH A 3X3 INCH WASHER 118 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER. ALL CO oTRR TIO NDTHECRC ONE ANDTWO SSTD �_ _ _— �, 0 EDITION FAMILY DWELLING CODE __- AND STATE OF GEORGIA AMENDMENTS 3" TALL 2x4 FRAMING BETWEEN POST FOR WOOD SIDING, AS REQUIRED. p,M%oxp- i tA'1er-> SIMPSON ABU44 INSTALLED AS PER MANUFACTURE. 3000 PSI CONC. SLAB 3" MIN. 000. 6x6- W1.4xW1.4 WWF QO (2) #5 CONT. I • ` 3., CLEAR (TYP) M J H MONOLITHIC SLAB ON GRADE DETAIL 4 IRC SECT R 403 AND SSTD 10 -99 1"=l'—O" A2 A6 TABLE 303d. MINIMUM FOOTING THICKNESS WAND 1E' -18' WIDE WITH 2 #5 REBAR Cowles,Murphy,Giover PROJECT & ASSOCIATES A Full Service Engineering Firm CRAIG SINCLAIR PORCH ADDITATION TYBEE ISLAND, GA DEM SHEET G OF —6 DRAWING NUMBER A6 5/17/06 0