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HomeMy Public PortalAbout07-0037 Pawlikowski 41111*1- r CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 01-30-2007 PERMIT#: 070037 WORK DESCRIPTION: SCREENED PORCH ADDITION WORK LOCATION: 817 FIRST STREET B2 OWNER NAME CAROLE PAWLIKOWSKI ADDRESS PO BOX 869 CITY,ST,ZIP TYBEE ISLAND GA 313280869 CONTRACTOR NAME D C CONSTRUCTION OF COASTAL GA ADDRESS PO BOX 2996 CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $ 55.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $5,000.00 TOTAL BALANCE DUE: $ 55.00 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. I r 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 0 0 :Vs • • ••• • :2„.7*.a1-. m-4 P,412.4M:ro.t. tt-iP irtkelloofOR • city eat Tye . Too 403 utier Avi . P.O. Box 274g Tybee Island, GA 31328 pho,pd:r (912) /86-4513 extension 114 Fax: (912) 786-9539 Permiit No„ - 0 _-, 7 Date Requested Owner's N a uo LA)S Date Needed •11 Gen„ rOntracto . Subcontractor Contact i'llitribar r e C—A ( 2j (0 0 • P1 Date of nsTertfron D:4 ime Inspector Typo of 3:nsped:i0 T! r\ C p r\I •t-- • 11 - i f,,,,,..,,.• ,......., i ,,.,. ‘ : • ,,, • A../ ,7,3-,..„0„...w.,,h.; inspection Report City of Thee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Poe: (912) :!86-4573 extenfien 114 FAX: (812) 786-9539 , 0( - f.Th -- --) I - .7-'4F-rill:if,- ;,,i5. —i) 11 - U.9_, 1 Date zRe:jrJes;t-ed . 1 Owner's ila'n e , Date Neecked Ce Cr cto ,.....i ,.:),,-\ _ r,, nra ;'. - cont Subractor (---5 r--1 -7--- / ,---------7--;:-7.--- Date of _Tapection Time A,ssuek_ Ea it -rc- - fype o t inspc-c.tii: ri (.5 .., CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: c3 . 73~2. PIN# NAME ADDRESS TELEPHONE Owner c f Li)//X g/ 16r57 -2 �e( "0 5 ��+cc>lr n�.usXi � 8 Architect or Engineer ,-JOE/ // C6; �` �c- /41/1/1 Building /1,, • Contractor 1),e C C�,1�STi Z� I, 631- Liz (Check all that apply) El Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ` LI Multi-Family Other .S('/wit.Ipod"GX ❑ Commercial Details of Project: ,c / J6 ApoIt Dz teeki potA w i es Estimated Cost of Construction: $ I Construction Type (Enter appropriate number) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construct12,:6 . . • :. ant ite plan: #Units # '�droom. #Bathrooms Lot Area /4vm. spa e(total .q. ft.) #Off-street parking spaces Trees located &listed on site p1.1 ` Access: Driveway (ft.) Wi i c , ert? With swale? Setbacks: Front Re. Sides (L) (R) #Stories Height Vertical distance ft -asured from the average adjacent grade of the building to the extreme hi: . - : . - 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 � !- ! `l ,,,f �� it Construction debris will be disposed by �% , (' , by means of f` ri,,/ it ,• . 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 - ore drainage impaired by this permitted construction. j Date: ,/- /1 17 Signature of Applic. t: l dr t /4 Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone 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 finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES_Air Zoning Administrator y z Permit � Code Enforcement Office /-,p ,54 Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections • Aid to Const. City Manager TOTAL ..W3251 5 -2 2 -g L. EDGE OF ADJACENT NORTH TOWNHOUSE _ EXISTING PEIR AND FOOTING EXISTING PEIR EXISTING WALL BETWEEN AND FOOTING TOWNHOUSES � r I 1 r a� �_ !mil r----� Ij I __ 1 L- _t I i '- GENERAL NOTES L__�._ I LIGHT LINES ARE EXISTING STRUCTURE. DASHED LINES ARE WALLS TO BE DEMOLISHED Cz)r 'F'� 1TEP s4sSY HEAVY LINES ARE NEW CONSTRUCTION. 2, CLAD EXISTING WALL FRAMING WITH ALL NEW CONSTRUCTION SHALL COMPLY WITH THE GEORGIA PACIFIC "DENSGLASS" FIRE NEW 36" SCREENED DETAIL Q NTERNATIONAL RESIDENTIAL CODE ?eee, AND THE RETARDANT SHEATHING TO ACHIEVE DOOR NEW LANDING ® �o co I STANDARD FOR HURRICANE RESISTANT RESIDENTIAL A TWO HOUR FIREWALL, SHEATHING I CONSTRUCTION SSTD 10-99 SHALL BE CONTINUOUS FROM BOTTOM ALL NEW WINDOWS SHALL BE HURRICANE GRADE DP 45 OF LOWER FLOOR FRAMING TO TOP OR GREATER OF ROOF FRAMING WITH NO FRAMING INTERIOR WINDOW AND DOOR TRIM SHALL MATCH THE PENETRATIONS. 18 EXISTING TRIM UNLESS OTHERWISE NOTED. / I - INTERIOR WALL AND FLOOR FINISHES SHALL BE I I 1 _ SELECTED BY THE OWNER I I 1 1 NEW PORCH -I 1...__1_, I I I I I I I FRAMING NOTE: I SEE DETAILS 1 THRU 4 ON SHEET A3 I FOR ALL HURRICANE CODE CORNER, DOOR AND rya WINDOW OPENING FRAMING 4,--4---- - � D 1 r NEW STAIRS ''� I EXISTING PEIR r-_--rte `° ALL CO T CTION DUST C AND FOOTING 1 I OMirLYW1THTNE r H n SSTD to•9g AND THE IRC ONE AND TWO ■■■ ■I LJ ! • I �- L FAMILY DWLLi�dG CODE 2'�6 EDITION L ' DETAIL /2 AND STATE OF GEORGIA AMENDMENTS I I I / I I I j 1405‘,P fI NEW DOOR FRENCH CEILING FAN w/LIGHT DETAIL 3 p�4NledQ�eS\ 0. Chatham County F1 R:9 J v�cf0" on REVIEW FOR CODE COMPLIANCE I A A2 Every effort has been made to identify code violations, no oversight by the reviewer shall be construed as authority CLAD EXISTING WALL FRAMING WITH to violate, cancel, alter or set aside GEORGIA PACIFIC "DENSGLASS" FIRE any applicable codes or ordinances. The RETARDANT SHEATHING TO ACHIEVE review and permit should not be construed A TWO HOUR FIREWALL. SHEATHING GAF I as a warranty or guarantee. SHALL BE CONTINUOUS FROM BOTTOM , !I OF LOWER FLOOR FRAMING TO TOP 1 OF ROOF FRAMING WITH NO FRAMING Reviewed By Date L`2'•pu 1 PENETRATIONS. ,I Z Hf-• IlLE- 1b11 W ASS?. r L J y__ —_J EXTERIOR WALL OF ' 'SALT PINES TOWNHOUSE ADDITION EXISTING PEIR ADJACENT TOWNHOUSE FLOOR PLAN w/ELECTRICAL _.-�Vr— I s=u:o'o,co•.e.'o ov AND FOOTING V " POE rICO ALL REOSDN5 iDENL1ff Co DIAMOND AND WEER REMOVE ONLY CL0U9 01101E NENT NEN501 \\ 'REAY F]098 DRPWmL No 55�E FLOOR P LA 1 0 DRAWN BY: DRAFTING SERVICES OWNER: SAL" FINES LAST DATE REVISED CADD FILE: t sc. A A JANUARY 22, 2007 Al Dw'C 1"=1'-O" ..-- .—.. 1/2"CDX PLYWOOD 1x4 SLEEPERS RUBBERIZED ASPHALT 2x6 RAFTERS 1: ;6'7 16" O.C. 0 s'k'c-el ROLLED ROOFING SV Ic‘ ,..........................SIMPSON MTS12 ATTACH ROOF LEDGER PLATE 1 HURRICANE STRAP 0 EACH JOIST & RAFTER. .6 TO EXISTING STRUCTURE WITH 2x6 'til-ec\‘1‘ 5/8" DIA. x 6" LG. BOLTS © 2'-0" D.C. d: SIMPSON POST CAP BC4R PAINT TOP TO IN MATCH (2) 2x 10 ROOF FRAMING IRC SECT. 802 AND SSTD 1049 sEcT. in AND 307 6x6 POST ALLOWED ROOF SLOPES ARE 2/12-7/12 FOR WOOD WALL CONSTRUCTION.ALL HOLES IN HOLD DOWNS TO BE FILLED USING MANUFACTURERS NAIL& SCREEN Otiiialillgillib HANDRAILS & GUARDRAILS Stairs 30° or more In height require 30°/38 handrail --,, Decks SO" above grade require 36 guardrails .._ TREATED 2x4 HANDRAIL Largest opening permitted is 4`' 7 """" "—TREATED 4x4 HANDRAIL POST -REA E D 5/4 DECKING w/TREATED 2x2 BALUSTERS .... ..... g ATTACH DECK LEDGER PLATE TO EXISTING STRUCTURE WITH ANCHOR BOLTS 5/8" DIA. x 6" LG. BOLTS © 2'-0" O.C. Nat X/ IRC SECT R403.1 AND SSTD 10-99 SECT.30a JoleT t4ANCTer— I , , I I I I BOLTS SHALL BE 10 INCHES LONG, 5/8 INCH I TREATED-1-re © 16" D.C. — 4 - IN DIAMETER WITH A 3X3 INCH WASHER , 118 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND la TO , 48 INCHES ON CENTER. , TREATED 6x6 POST— SINIMPGSROONUT LT616/25 ET----.. ---. 7— ALL CONSTRUCTION MUST COMPLY WITH THE GRADE SSTD IP AND THE IRC ONE AND TWO FAMILY DWELLING CODE 2-004- EDITION AND STATE OF GEORGIA AMENDMENTS SECTION 0 SALT PINES TOWNHOUSE ADDITION SECTIEON SCALE: 1''=1 -0" D. NCH CLOLO ALL RLA,D.ONS,IDENTIFY ALIT°MOND AND DUREER FEMO,E ONLY CLOUD BEFORE NE,RURD'ON DRAWN BY: ERA"!NG SEPVICES OWNER: SAL- P1NLs LAST DATE REVISED CADD FILE: A2 A JANUARY 11, 2007 I A2 DVG 1"=1'-0" 6"x6"P.T. POST 6"x6" P.T. POST SIMPSON LCB66 wl SET IN GROUT 5 1/2" SIMPSON LC866 al I SET IN GROUT 5 1/2" GRADE ` rm.I r GRADE \ (2) No 4 REINF. BARS HORZIZONTAL j t d COMPACTED SOIL I-0" TOP AND BOTTOM // , • \/ (4) No. 4 REINF. BARS VERTICAL •/,, p K, { \ ANCHOR BOLTS (2) No. 4 REINF. BARS HORZIZONTAL !RC SECT. 8403.1 AND SSTD 10.89 SECT.303 COMPACTED SOIL S�1 SECT. �"j SCALEDETAI o" ® BOLTS S SHALL BE 10 INCHES LONG, 5/8 INCH 15 DIAMETER WITH A 3X3 INCH WASHER 1!3 INCH THICK AND REQUIRED NUT LOCATE' DETAIL ® q IT�-iirl��i�12 INCHES OF CORNERS AND S SCALE: 1"=1'-0" 48 INCHES ON CENTER, ER, FOOTINGS IRC SECT R O3 ANO SSTD 10-88 SECT 3.03, RAMP STRINGER 71,I�IMUIn FO�CK YdITH TWO tQ. REBA (2) SIMPSON LCB66 i 0 INCHES T SIMPSON LCB66 SET IN GROUTS 1/2" (� SET IN GROUT 5 1/Y STAIR STRINGER NOW-DOWN THE y�@`�,Q QOM`` .CFe`(T��tyIE{�F®©OTiN�^G`'MfUrS�T� c� :�/ GRADE A MINIIYI m �f INcTHEII DEL FINAL G.1f TOG. � AD /VII /// �; J'i� (4�0. 4 REINF. BARS VERTICAL \ iiiIGR :\ i \ / " (2) No. 4 REINF. BARS HORZIZONTAL \/ / \/ \//\/\`/ COMPACTED SOIL J 1'-0" \ SQUARE END VIEW ALL CONSTRUCTION MUST COMPLY WITH THt FRONT VIEW SSTD to •qq AND THE IRC ONE AND TWO DETAIL FAMILY DWELLING CODES EDITION SCALE: 1"=-1'-0" a AND STATE OF GEORGIA AMENDMENTS T°"SALT PINES TOWNHOUSE ADDITION " FOUNDATION DETAILS ISSUED F']x CO�SPUC�iOF .„ NOTE,:LOUD 0.l PEVILC'G IDENTO WITH 00000 0N0 0000 00000 00 01000 600000 NEXT 6001000 DRAWN BY: DRAFTING SERVICES mE~i"`w OWNER: SAL- PINES IssuE LAST DATE REVISED i CADD FILE: sa c JANUARY :1. .2007 1 FI.DWG IT�_I�_0" F 1 A P ROOF FRAMING (EXISTING) ALL CONSTRUCTION MUST COMPLYWITH THE SIMPSON SPA, SP6 DOUBLE TOP PLATE SSTD Lo-'% AND THE IBC ONE AND TWO J �11 � FAMILY DWELLING CODE_ EDITION l �$� Gh � AND STATE OF GEORGIA AMENDMENTS CRIPPLE STUD�. .. TYPICAL I �u�KF��� 0� � H7 HURRICANE • _ • ..�► CONNECTORS 9,e0� TIE — ..:.I REQUIRED HEADER SIMPSON C518 OR LSTA36 ./ - HEADER STUDS FULL LENGTH WALL STUDS Y2" SPACING ALLOWS HOLD _.� END WALL ` ' DOWN INSTALLATION Irk.Olp CORNER STUD SIMPSON PHD5 HOLD *IN.-16d NAILS SIMPSON SIMPSON DOWN /� © 6" O.C. HD5A — HD5A Q/ SCREENED [ t �- I -/ N • EXNRIOR SHEAR WALLS SSTB 16 1 SSTD 1 SECT.ANCHOR BOLT DOOR FRAME DETAIL Windows and doors shall not be Installed near corners within 27 Inches for 8 feet wail height T TA L D T TA I L 2 and 34 Inches for 10 feet wall height Double studs at each end. 2X4 STUD WALL l' 13/4" 13/4" Ey l FACEWOFLPIER 11 m Y2" SPACING ALLOWS HOLD � - 2X4 STUD WALL DOWN INSTALLATION �,1, PHD5 SIMPSON AD _�'A_ HOLD DOWN 0 �� 2x6 CORNER STUD 0 1111110._ (3) 2X4 STUD WALL Ii PHD5 SIMPSON HOLD DOWN 2-16d NAILS (EXTEND THREADER ROD MIN. © 6" O.C. T TO PHD5 ON SECOND FLOOR) ANCHOR BOLTS �-- DOOR ;FTC SECT 8403,1 AND SSTD 10-99 SECT.303 FACE OF PIER BOLTS SHALL BE 10 INCHES LONG, 5/8 INCH IN DIAMETER WITH A 3X3 INCH WASHER 1/8 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND 18 TO D ETA L 3 T -TAIL 4 48 INCHES ON CENTER. SALT PINES TOWNHOUSE ADDITION 71D :'1'A77r ,� issuEO GOO CO 0TFUCTmN FATE NOTE CLOUD ALL REN0000,IDENTIFY PITH CIAUGND AND NU613ER TEAM COLT CLCUC BEFORE NEAT ALLISON DRAWN BY: DRAFT:NG SERVICES TNEAP POST 0RAK N0 No ISSUE OWNER: SALT PINES LAST DATE REVISED I CARD FILE: s°AEE A3 A JANUARY 11, 2007 1 A3 DWG N.T.S. ,