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Home My Public Portal About10-0318 Zeigler a 11 7 * iP'S CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 06-17-2010 PERMIT#: 100318 WORK DESCRIPTION DECK/SPIRAL STAIRS/PAVERS WORK LOCATION 5 ELEVENTH PL OWNER NAME MARY ZEIGLER ADDRESS 126 SAN MARCO DR CITY,ST,ZIP TYBEE ISLAND GA 31328-9706 PHONE NUMBER ' CONTRACTOR NAME DAVID S QUARTERMAN-BUILDER ADDRESS 212 A SALT CREEK RD CITY STATE ZIP SAVANNAH GA 31405 FLOOD ZONE 1 BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 91.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $5,677.00 TOTAL BALANCE DUE: $ 91.00 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. ______,Ozwiajfk_ Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org A3L111-1N, City of Tybee Island • Planning & Zoning Dept. altx-Vi Inspection Report issiatik 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Mel= IN1TRNA1 IONAL Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. Date Requested Owner's Name Date Needed -- Gen. Contractor Subcontractor Contact Information ,2)4,/ , , i ii i ) Project Address Jt‘-, '.._)-/-L / 1 Scope of Work /./,,-- t_. ; Inspector ,---7/ --7 , , Date of Inspection ! / _ -.) Inspection i "3 - Pass gi - At Fee ■J Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee i`'utrtr`��., City of Tybee Island • Planning & Zoning Dept. { i Inspection Report :®�� ,\\, i':, 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INMION,\� �j' INTERNATIONAL , ,=> Phone 912.472.5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /% ' - �' - � Date Requested -Z/1<-7, j, Owner's Name 7 ir!dry Date Needed 2/24,14.i Gen. Contractor cr 0/YE, <.:. Subcontractor Contact Information ,,,-,-i i -,(d%? -//HO Project Address Fr,i/4!/->., i1 {pia . Scope of Work A,;�!_kL 2,14x Inspector ')'iq Date of Inspection .a z ;< /!—% Inspection I -r3,-)-7`r._)(c- Pass -% Fee • Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ' -k1115 / fi / // /f/ f ie:41 gee iii \\�� it ` ' City of l, iee Island • Community Develol. nt Dept. G��O ` Inspection Report �� >! 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 mai" -:, y INTERNATIONAL ,�-nt% Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. i -- O 3/j5 Date Requested /,/,) Owner's Name Zr:-.1.)Z71,-E.-7-c., Date Needed -e if 0 Gen. Contractor Subcontractor Contact Information -D(- i' ‘e��7 - //' Project Address Imo}rL.v -~nJ 7-4 Piz.. Scope of Work �1 .) [ f...�,e:. 7/ -.- � , �. l t;Z. ' - J? �._S, 1 Inspector 'IA 1\- ection 727/ . / _.a Inspection ' -..1 ,1 — ass Fail 0 Fee ass �,. ' M--, �� Inspection ►�d ,j I--~I Pass i` Fail ® Fee-7( - ■1,7› ,....... ([2.--) 't t---t( '-, f k 1) 2 LX.14 -d 1 S3 e:),.. ..........„.."-- H.'IZ' Inspection ss Fail Fee N. _ -- � t. .- ❑ ❑ Inspection Pass ❑ Fail 0 Fee .`, 1\• City o f bee Island • Community Dever, lent Dept. :tl;% t lInspection Report nom` i ! 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 �" ' INTERNATIONAL ��.,„ Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. .1) - n/ Date Requested 6/..f,/,) Owner's Name 1 '-: :: Date Needed i 3/La Gen. Contractor Subcontractor Contact Information Project Address Scope of Work . i`o)f Ai ►YELL. e _` ?'724 I 54, <:: C Inspector -7/ Date of Inspection .61, /-1/3 l Inspection r) 41 � .5 Pass Fail.n Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fait ❑ Fee Inspection Pass 0 Fail 0 Fee i Ilk r 1 r 6 JUL082010 � : ........... . .. .... r' v e 1: ' , .• • • - • • .,,,, • F;• .• laj azgyir uL, 0 8 2010 ............. 011.. ...... raregVap tiL ° 82010 �. , �� ,.. _. _ jUL 8 2010 w ",. _ . r rr L''') l'' trN .. C.$ O I idi _ a� _ r 4rI '1F,31 < i JUL. 082(I1 - --.1::- . fle F I 1 , • ".4 , , ••••• • - • JUL 0 8 2010 -444" l'n " • ' tfl 2.11 ..... _ 411614 .... "• ., % ,e• 11111114- 1( • rip a ,„ ? c � {{ x� p f� li 0 .. . „ , . ,I. 4.; '0 t ' ■ JUL.; , .op 1._. i 8 — 2010 -,:-„.......... . --",—... . . r.-. .., , 1 ...- , : ... ' . ?, .,- .•• C. , •- . ...,- .'' '' .' . .f..,"..•• .' 1,, •;:V-. ,_-.‘:c.--As'efitak '. " . .k \A)/ Dovot.) 4,46 c TYP.NO.8 AGGREGATE IN OPENINGS ,o' • CONCRETE PAVERS MIN.3 1/B`"(80 rnm)THICK • E La ( R H ) .. . a_ v ' an 11111 COV.SC gEikiNTS ••'�dO�y. • p�• •. ew;X4'1 ► o . :•.0(8',00°C,":"°Oa•lgd'�p BEDDING COURSE 1112 TO 2"(40 TO 50mm)THICK .0c7 s 9_ •� o a •1. (TYP.NO.8 AGGREGATE) * V er • •�:Ai 4"(100 MM)THICK NO.57 STONE �Y ' • �g p .•`,• • • . OPEN.GRADED BASE oo0QoQQ�000 ..: .�� - . �IJ i 1=1(1-11 I_I I I-11 EI i i I I......_1 11=111—(j OPTIONAL GEOTEXTILE ON BOTTOM AND I` l SIDES OF OPEN-GRADED BASE D `✓ _ SOIL SUBGRADE-ZERO SLOPE NOTES: 1 2 3/8'(80 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. 0 ) EXF1LTRATIONTO PERMEABLE PAVEMENT WITH FULL o� oND. ICPI-68 SOIL SUBGRADE SCALE NO SCALE 5_ Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, June 18, 2010 7:40 AM To: Dianne Otto Cc: Jonathan Lynn Subject: Sigler patio Diane, David brought in one of the bricks he plans to reuse in the rear of his Tybee Straits unit. If he maintains a 1/2" minimum separation between bricks on all sides open space for a porous filler will be over 17%. Filling with the No. 8 or No. 10 which are around 1/10th of an inch size. For the record, we need to allow only pavers designed for porous pavement in trafficked areas. However, in walkways (such as at Gerald's) and this patios where no vehicular traffic is expected, traditional brick is acceptable. Downer K. Davis, Jr. 1 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 10 - o3 (73 � 1E� zmuaioR°‘'. Location: e I elGr•r '-"PI PIN # NAME ADDRESS TELEPHONE 1lnatr C O 1)r . Owner are 5t y b QA " 1 s l GL Architect or Engineer Building �; 5 Contractor - - k 5Z-21 14- (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation 111 Single Family ❑ Discovery n Minor Addition ❑ Duplex ❑ Demolition n Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial 519‘i roA Details of Project: (`� c 5+a,i r 5 cvel-5 I Estimated Cost of Construction: $ 5� (0 7, Construction Type (Enter appropriate number) (1) 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 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 (ft.) 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. During construction: On-site restroom facilities will be provided through 0 ,-m On-site waste and debris containers will be provide Construction debris will be disposed by g by means of poi 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: l t 7//C Signature of Applicant: OcA (//� 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 -74 Zoning Administrator Permit Code Enforcement Officer Inspections 1 Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL �' DEFr Or PA VIA. 4 R `(<l Y tRUCRCi ` V� Sd GEORGIA k`' s 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, I ground contamination, or unusual site conditions may have EPD regulations that could affect the I project. CA -2°41°—: 6//7/4 Undersigned Date PR/t7/ e/)/&r Printed Name Office Use Only: Project Address: Permit Number: . • . • . , (-) R Approved Remove"An Aroved Set of Plans Must . . Z l' oc...e- Remain on Job Site at Ail Times's RReemplaoee wt/pinrowpinodsoewd;single irt$1 place. . -lite 7-8" x 6'-8" French door - • • • . . . .. REVI8vit FOR CODE COMPLIAN : - --- - _" N (/ - ----e to identify code v ations, no. o sight by the . reviewe .hall be constr d as authority • .z.,.to viol viol, -, cancel; alt, or set aside 0 any app able codes or iinances.The /6 _ , . review a permit should I be construed _._---- -- - ' _. as a war ty or guarante --- -----r"--*--jllIllIllIllL 0 Reviewe. iy_ FI4 •••air.:Ammicalf.,. ., r .e.,. -y-i/ f al 1)0/ c i Z • a• i — .s – _ _ v ____., _.... ..,,,.. -ZS - - DECK ' . -.-1,, 1 4,— ----i----), , . 6,. ov c -6 3 i ktY7(5i i ' 4:4i al\ \t4' - ..----....... ----------- 01 ) 5-1---- , , 0 Hp' OC-+Irea _ 0 ,-+- :,...7.,. ,. h .;... . .L .,13 Exi. --1-Ins. Sreen Parc , /' :', IN\ — .:a • K ! ek 4-- • i..c:N. 0. N / :: y 1 -, 3.- 0 A- -- (— R V" / ‘. 3 kl • -tre0+-ed _ --, 't v 0 :i .;,'`' (-) • - cr. .5-.5. o>, ,13 .:, ‘,,,,v'e)::\'''',,,,,,,, t: • e. --.J \)cv 6 '4 . ...:/ A3, -1-- \,,,,,,,,, .:,.. .,::..,.: .:;., : ‘4. --,,, ,,-oveN6t. , N .A ::':,I..--7, , :' \ / i ' 'N.;. '7'' ' ' \.,../ ',...4. , . , _____ ----.—,-,-- '' ,.... ,1 "..-."' ...*.... ."'..*'. CIa=faav-S..,•=-.1 .......'.r..-'t7. ' '" I 1( I : e■ \ ' ri i 1 . . 5' i i " — ,,fo-Til* , 3 - . _ ALL C NSTRUCTION RUST CO','i'"•." ,'• . '''''... --- ;‘ , .., • - >1( , . _ - ..„....— Lt,--44-1ti::: • t. .'• ''',''! A ri$ - ilLt) r . • 1 -roc4or ' 2: DITION rat 549)(5 14).°4‘) Per s?' AMU 54TE OF CiEORGIA AM lENTS 11 .__ II■ . - ,. `- Iii �,r +fl, � + � 7.---------_. x, �-_ , _ '+‘ 4 /S.ti:Iff'''. ----7-1-1 i '--- i 2:)<---- --11—.a.fe- 6 ea/911 1 , - -; "--- , / ', t:e"./ 1 , s' t ! --- i I i . 1 ° / � 4 posh ` Z ► L I g I - ee�� fV ,ter ! 6 y i , ,\ 11,41/ ra l Sect. R-311.5.6 HANDRAILS & R-312 GUAR?RAILS I. Ce'tr y, ;° _ Stairs more than 30"in height require `� ? 34"138" handrails. Porches, balconies, ramp & decks more '_ /`� V� `r. ' _ .� X � � a free'' than 30 above grade require 36"guerdr lie. r T Largest opening permitted Is 4" / *, `" � % _________ ,. — �{ 0; ex`s gzof / ,;^ { '..x," t s .� -..',, REVIEW FOR i3E COMPLIANCE l iAi:+4C t `w f, c , ,,- , t,' Every effort has been made to identify 2 &� K \\,,- '•' f r ` ♦ (y, f p code violations, no oversight by the El , { 6 { i . . a, ; ;, ' �. reviewer shall be construed as authority <----r-- -. to violate, cancel, alter or set aside * Fiore h s t' . ` any applicable codes or ordinances.The liore /. ` : , review and permit should not be construed `� as a warranty guarantee. y or gua an e, Reviewed By T Pate.44th SALTER SPIRI1, STAIRS TECHNICAL *ECIFICATIONS Aluminum Deck Spiral Stair Technical Specifications , . Tyr -1, , .4. . . „ \ . '. 1.. . , . k 1 gO , i I • i • . ..,... , ,.. /.0.- ■. ,;-: : 14. ' 'if over slate / ...". , Code Stair Package Benefits of a Code Package Designed for applications regulated by the national building codes. Recommended Clear See our Codes Specifications section for further information. Diameter Finished Platform Walking Well Opening Size Path Please check with your local building inspector for the dimensional requirements in your area before placing your order. 5' 62"x 62" 31"x 31" 26" The smallest stair available to still maintain the building code is 5'6" 68"x 68" 34"x 34" 29" 5' diameter. Salter Spiral Stair manufactures Code Stair Packages 6' 74"x 74" 37"x 37" 32" in 5',5'6" and 6' diameter. Code Stair Packages also include *Minimum opening is 2'smaller than the recommended opening size. extra center balusters for a maximum spacing of 4" (safety(safety feature p th Talk to your salesperson for further Information. for stairs that will be used by small children to prevent pass through). Teri§if your local code enforcement requires Code Riser treads, which are sold separately. 300 Tread for Stair Sizes Code Packages Include: 5' 1 5'6" I 6' (Metal Stairs)30°stair treads; 3 to 4 balusters per tread(maximum Floor to Floor Height Treads&Risers Degree of spacing of 4);60°platform (This will provide a minimum 01'6'6" Tread Adjustment Required Rotation headroom); 1 '/2" aluminum handrail with end caps; Platform railing, 1"x 1" frame with 1" round balusters; Center column, Mm. Max. Treads Risers base plate and top cap;40" tall column extension 85" 95" 9 10 270° 93V" 104W' 10 11 300° Code Package—30* A a C a 102" 114" 11 12 330° DOWN DOWN 110 Y2" 123 Y2" 12 13 360° SOWN ii ilpA DOWN islik iriel gpai 119" 133" 13 14 390° Ivo my gip %IT NOTE A special 60'platform is supplied with this package.The platform is not as versatile as a square one.For ordering purposes use these UP diagrams to choose the appropriate layout Available sizes are 5 57,5'6" ittlirfr dik 4:41/A. itt and 6"diameters with custom and larger sizes available upon request. UP 1 UP tP -Fc„,-46. 40 ing --2. -, "Pr--6UrizreiAll --ett I . . - . . • - .. , . .. • ..7., . . . . . " . . • . . . . • ,••■:,-, -,, ' • - - - . . . ... ....... ._ _ elocated Hose Bibb • ,. • „.1......m. . . 7 L: _A_ _1111•1111111111111.' " "- --- ill • , , Existing cut offs _ ..._.....- J . W.. .WW . MMWMMW. ..M77. M.. ,;:... '''''. WM ''. ' . . PA-TI.4; -1 1-1 /.. ] II • m . 0 •. TI . Existing HVAC j - 11 -'- III. • Condensers • i , 7.:1 Cond ... . 4:1.• . '111 I . . -i---14.4, --'---''' . • 1111111,16 1 . [ MIN 1 '17: 1--,I. T--- - .11111111111111 . ..',_. Brick pavers ac cOrdirle, 4 - ' 1 *0 Ty bee (5e til atfa'r4 1 1 e d) '''' --------------- . 1,--t--- (- i ' . mai. . . . . • 1 ti 1 y 1 .-- T.----1 .-- i----1---- . , 4-v it, A • f, : . • • . , . , . . ZE7 GI- ER •_ 4ts- //th pigce.i. , •. . . - . . • . •, vv.:(2.Arn \A)/ no vm E.K. 006 c., 6 TYP.NO.8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN.31/8"(80 mm)THICK T U M=.1)t .. . o W oo CP• +°°N' p BEDDING COURSE 1 ill TO 2"(40 TO 50 mm)THICK 00 O :t SCR. (TYP.NO.B A(30REGATE) `I e •0 • O • • '0 4"(100 MM)THICK NO.57 STONE "y �•w• • g �`+i~� 0 ' OPEN-GRADED BASE fie W!'=1 (=f 1_�' ' 1=1 I I I-- T OPTIONAL GEOTEXTILE ON BOTTOM AND 1"--- SIDES OF OPEN-GRADED BASE D .. SOIL SUBGRADE-ZERO SLOPE n ' NOTES: 1. 2 318'(80 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. DRAWING N0. PERMEABLE PAVEMENT WITH FULL ICPI-68 63 0 CO 3 0 SC EXFILTRATION TO SOIL SUBGRADE "`E NO SCALE ; a ELEVENTH PLACE 20' R/W S 71°15'16"E 50.04' 1/2" IPF "X" FND O of G,�,9� ° CONC. DRIVE 1 0� ' ii/ ora I 1 t �I° 10.3' I� LOT 15 Qy' D 11 Co W 4 2 STORY HOUSE : LOT 13 CQ of ` 0 ° o a'lo v\.4�v 1°J Z x x II i 111 BUILDING ADDITION x 11.8' } E.� + x II l x x o J o o x 5/8" RBF K - -- -...37 __ CONC. NAIL FND r—x x x x x x x x x x x x N 71°07'59"W 50.09' (pCiv er 5 PLOT PLAN FOR LOT 14, TYBEE STRAITS, WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA REVISED MAY 18, 2010 TO STREET ADDRESS: 5 ELEVENTH PLACE SHOW BUILDING ADDITION. FOR: MARY H. ZEIGLER EQUIPMENT: TOPCON AP-L1A