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City of ►ee Island • Community Develo! nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.95397 Permit No. s `f ° Date Requested Owner's Name/ Date Needed Gen. Contractor Subcontractor dz3 -/ 97 INTERNATIONAL CODE COUNCIL MEMBER Contact Information Project Address Scope of Work Inspector /(1/ Date of Inspections'° Inspection /I= G A./41- � %y Pass 0 A t� Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ® Fee Inspection Pass ❑ Fail ❑ Fee 03/04/2011 14 :17 3363676412 CAROLINA CARPORTC TB Carolina Carports. Inc. *Carports *Buildings *Garages 187 Cardinal Ridge Trail P.O. Box 1263 Dobson, North Carolina 27017 E -mail: cci .nct?caralinacerportsinc.corr4 Website: www.carollnacarportsirtc.com Fax To: Fax Qt t.- 'i14_ Phone: ent F=a :Review *Comments: PAGE 01109 i ij , 4 Ml! .1 •400 Fax: (336) 367 -6410 Pax: (336) 367 -6411 Fax: (336) 367 -6412 From: Pages: Date: 3- q a Please Comment 0 Please Reply vamortmeap CAROLINA CARPORTS TB METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS PREPARED CAROLINA CARPORTS, INC. P.O. BOX 1283 DOBSON, NORTH CAROLINA 27017 C,EN€RAL NOTES. t. ALL sitEt wawa SHALL BE W KS1 STEEL. 2, SNOW LOX/ 6.30 PSF. 3. UxATE ANICHORSAT EAC 3 END OF ROW 4. FASTEN METAL ROOF AND WALL PANELS TO 60W OR EUDWAI,L FRAMING WITH il4" x Y SELF DRILLING FASTENERS WI Tli CONTROL SEAL WASHER 42 6'0.C, LVX. MP TABLES I AIIP 2 FOR FASTENER SPACING SPECINICA1IONSj 5. ALL RlEID CONNECTIONS SHALL BE ire x l"SE7F DJ UJNG SCREWS. 6. ALL StIOPCONUECROM SHALL AEWEtDW. 7. THE PLANS ARE VALE) UNTIL T116 NEXT REVISOR OF 7HE INTERNATIONAL SUILPU:G CODE. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICA + IONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF OF THE 2006 INTERNATIONAL BUILDING CODE, AND 2.00&112 007 SUPPLEMENTS. JAN 2 .J ARID CAROLINA CARPORTS, INCA 03 92S2S25aX WI 1Sdi 8848470-0918 W a- CAROLINA CARPORT° IB N ti CV m TABLE 4 - SOW FRAME AND PANEL FASTENER SPACING SPECIFICATIONS W1NU EXPOSURE CATEGORY BASIC WIND SPEED 3 -SECOND GUST {UM) MAXIMUM BOW SPACING AVERAGE FASTENER SPACING oN- CENTERS ALONG BOWS, RAFTERS, AND POSTS PITCHES) INTERIOR SOWS BORC 100 TO 130 5.0 END ROWS 5 1411TO154 4A 6 6 I4QIES: 1. Specacili rppiaeble Io 28 gauge (10010130 mph) era 26 gauge (1003a 150 mpaj ncartl penes tassieaaa 1190011y so 13 Oaf 14 wage stool Mite row franc s. 2. Fistilners Oar1Ek) el 144' -14X1' iu1FdrfIrrd Dames with caet=oi sealmashe;. 3. Spec c rJ Applicable ably for mashsoul height of20 bet Orless , anal aid slopes ol34`(3:12pUC?t), 5liapnc roq+:eur.rtts far aim mot baivitle andIar slopas may vary. TASLIE $ - END POST AND END WALL PANEL FASTENER SPACING SPECIFICATIONS WINO Exf�dSU CATEGORY I &1510 WIND SPEED 3-SECOND GUS MPH) MAXIMUM END POST SPACING [FEET) AVERAGE FJ45Ti NER ON- CENTERS ALONG ENO POST S [RICHES) BDlC 1001o150 5.4 0 ROTES: 1. Spectriaadeas.i *bla 1a 29 gauge (100 to 130 elpli} and 26 0000e [OW in 1501%144 ❑hell pan01s 1as4a.ene d+:eIYy b 12 or 14 gauge sleet I11bo trwo ielrlas. 2. Posgame conga! of 114144X1' atilt -drilling screw* with oanl'ot sea[ washer. 3.OpedficaWpni spp1toebisonly (or mean roof height e42011et or less, eta loafar..pes of 14' (3 :12 Oka Spacing legulrealeato far caber rootnelghlt awdlor slapea may vary. WINDOW AND DOOR NOTE E)aomoR WINDOWS AND GLASS DOORS SHALL OE TESTED Wt AN APPROVED INO EPENOEtrr TESITING ►,19DRA1CRY, AND REARM MMA OR ViDNA OR OTHER APPROVED LAf EL IDENTIFYING TIlETANAJFACTORER, PERFORMANCE CHA11ACTB41STIC6 ANoAPPROvED PRODUCT MI-UMW MI-UMW WHY To MOW-ATE COMPLIANCE WITH 1HE1;EOUIREMEETs OF THE fO3ELOWIN2SPE FTSATION. AN6lrAAMA hWWWA 10 irrs2 7187 THE CONSTRUCTION 4;WLt 6E TESTED IN ACGOROAN WON RSTM E 330, S7A101Lth4D iL 67 METHODS FOR 61RUCTirma PERf-iO14I4M4CE OF EXTERIOR WINDOW tliktAwte Whr r.s. >.Na DOO€4S SY UNIFO1M STATIC 144. PRESSURE. MAX rbOOR wart! 12' 8' IS' TO 20 12- i2 TO 74 26' 7o 30' 20' 37 CO 35 =4' TG AO' 165V PRO PRO:,ESSIONAL Ntil PUMA Oar JAN 2 ' 2010 CAROLINA CARPORTS, INC. w aro •".. tta huh iMkt+3p•t 03 98SBS8sax wulsuw 68G8 ***8113 't4 01 m CAROLINA CARPORTc IB 42a4425444-60S444.14 SIM&atOP/b1Yfll .AO4eo7o auha s4folli o Tea:0k WIniclumRsagwAmQtE. pEEiN1E110111 {,1alS•s+ari 12 on xi W. Suwowc.uiwo►rrMu mamma W YOWHIMIee.th WeY&WFY (@1#TABAK1 IWt r5SISIllawwQask TYPICAL BOW SECTION 1w iarrrw iiw t a AI[ xi13tWWIM 4 Ot le4 .oelc>;..:raa 41C -EOIVY i.MBt 5 cry TRUSSED 130W SECTION ptq fn &Me CO- eaEMJ>SMIl Y.FIMY.HiftH iWC flE Arh [JIwh,ttarl 454E4EW I. 5Iy.I Sot 41 1• 55u- Nut TYPICAL SIDE EXTENTf0N SECTION root To Scabe rY 1 srr i so• 1 S-.' 541' .caa k x!x 25' OR 24 G GALVANIZED NIE S GABLED OPEN END WALL SECTION N41 To sw1• MIAS JAN 2 2o10 CAROLINA CARPORTS, INC. 1 1v t4F �a A� u wY3 i oo J Jtor 03 8z5z5zsag Nb1SUW 664BirOO9 T B CAROLINA CARPORTc IB 3363676412 03/04/2011 C TTP_ r 04411 F;L1f1IG7HVARIES p6P1<lOSOti Avian a low um. RI I Roww wMalkipi+ rwlllwi■waL e∎ iIllagraml! IL. t ■Iimill ■ SIIIME■isarl lullc41111•1■1lt 1Y IL IIM/1111111.111.M.11111.1.111111.1/.1.11=1/11C f SEC IFFIEl ` I SIT TSALT an Si SG. RMIII s KKIONNO EOI I SCE Ti&16. e 11111. 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GUIS 1T I.Q,1A11DIlkL4` M.5-tt EYE Mlt;l4 Ic }F WEAN ]. 63IE£fSOE 51 SIDE OPEF. r.IG mat, Spek !L- 'J-u' jII S"-ir N a I kr,I: pyr FEW I II 01, t I �r F,6-Nf1. t y442' !�4-39 OA't 7 1s UR iti CO, LiALVhII.ZW ' META ROOF PAWLS MIN Y 1 114tAz1 iti c L 1 In 1(iv ilk Lml,mo REAR WALL SEC ION WI u. safe JAN 2 -► 2Dig TS ENOWALL AOST iE, OR GR GALYNillE J, WtAL MOE PAFIE S t so ualalGla4 less: Oc.41AK UREOtsM_a allar 1 of w, klml¢PFar ■ ood=ram GlitrA J:Tku•a COaPatr.eP1. LRrta.nla.- MIETSffy 1 Vj CAROLINA CARPORTS, INC.] cn.xAa .... Rif FOC -] La a! 3 INS O I.- N 00 06SZSZSZ% NW1SWW 081.8 *07518 tn PAGE 06/09 CAROLINA CARPORTc IF 3363676412 03/04/2011 L IR'ITOPRIpwMOCr1 ^ 4411A.,ur..0AVANtrALINOLF. NM011WFI#IIQI6IW OFIAGN 111OENIMOKLITOO4110 DON 1I11408INOBORMI EB1oG' IDYUD155Dm Al.Lal9i } NUND LTHICI NC,N0111a0Ualral W! 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NELnfNOlOLIc ALL RooRDeCtMBOT R BAr19OtD_ 2 THE IsU IUl t.T ltaBENO.IMAINSIREIMMIHEY1120E0C111E EAR.I5diat LtE IFVY. SOAAflowiEM1I kW V a RfiNFONCEYENTfOMMALMLY Be®DEP pecoMIRETEOW. NOT11E FAoNEIG raccruo.LEWIERE Gi.plOic.l..'essoyM .7tIMIKMILL WIN NtMA VENTIUt 1:$ L. 16AN§ rAl'IMLLYLAMIMBEDOICCAFFIV5ORINE REN IGTIV TV 146Er7 J.1 A.9SIPE arHOZNONE UIMI1 VIUAI 6FIUIIA111IIAa ■sts.uv014.10rt re c IId1eA OF VMTELE.L 6ANIB/ETN. I CAROLINA CARPORTS, INC 03 SESESESEX WEV1S3W 68L84ivis9I8 1 F1 a R� QA 1 PAGE 07/09 CAROLINA CARPORTc IB 3363676412 03/04/2011 14 :17 BOW /CORNER POST DETAIL HPITTSal. ilEr.t[ID sO 1uwPILR 1211:1A T.SyeahEIYL- f!f]f1EP06T TOWAP_ 1xO H411Ps1'69F1 1110rf fowrIfir SEOYR°C1Y.7119 -1Y'rY so,: I 1.1" w emusavrt1 Sawa tE TD T. V S T % .6'.1 GII u ILEEMILOMC *TO r1'PnS» T - --- rs aon POST SIDE EXTENSION BOW/ CORNER POST DETAIL BOX EAVE BOW/ 0 f CORNER POST DETAIL 6 Hol G0 Soak .n'Olts[fs19i TO �/�n•._ I 8a•N7 RI -9.ft Mm r Aft 1 Wti Una" lE,ALso• AMWLaudlIE TO ROA 176 t- aN'.1'[Lf1 1 alt tor. rum slot. Tsuo+iws+ f „.'�'� P ILL ►€' GABLE RAIL TO BOW CONNECTION DETAIL 1. 101 To SEE*. POST 1dr 16 GAUGE TLR111%; CiIM INE . FASILNEO TO Eta!Weti W1Th44 :ft's 1 SELF-DFILL1ws f ASTEMLk SPALZ'D NOT MORE TFAT/46 "0.C. ►y'2Er•� ROOF PANEL ATTACHMENT tALTEFELINTE FOR IfERTlEA.. ROOT l:t,IdEt I libt To Si4t 2010 i1Gl t: le GA ffl. J uG lS R- 1IF'u -1R' Tu6E 6AFR7cMWG 1S 21MNXIfi' TUBE STE-- NPPLESI,/E zatezt.tyr I2CA T.S. FOR ba 64, fFANAIG. NapPLESATiEzVe 12 GATE. fOR12 GAf IAMING. CAROLINA CARPORTS, INC. !i lEa �r y �•' QYR '" N7& --I '�'t1EP "`bH�•En� 0o sasasesa% Wd1SbW S9L8HfrP9tg PAGE 08/09 CAROLINA CARPORTc IB 3363676412 03/04/2011 Vii_ BOW/POST DETAIL Not Tn Solo BOW /BASE RAIL CONN, DETAIL Mot TI■ Saw _i a- IJ J� NIPPLE TO �L15cF!•t; BOW /HEADER DETAIL Mal Tc Sale 0 4 END POST TO HEADER/RAIL CONN. M or.5:4b JAN 2 2O1Q +02 TE: (4 &+l4 f'RhM1lg3 492 -1 2-1W IMF STEEL izakom WGas2.- mviAle sue. N141 RNE Wroi14 -SIC S] 44A 1 I-MR K GisfRNIWi ,FLEE ARE 24r fa GA iS- FO/IS2441IAI it& [CAROLINA CARPORTS, INC. • —1. o. R,F set. ,.tea Yv�r -Error• ; an 9 5a9e9ax WH1SdW 88L84i,179T8 CO PAGE 09/09 CAROLINA CARPORTc IB 3363676412 03/04/2011 END POST/BOW CONN. DETAIL Nut ID StRie T600". POST ASETAL SIDEPAhla 1:114. 215 GA. GALL la vrao .1.!-A CuP Atexf St CURE 113 ilYS &NU W.1.1E tow_we44seur Sart 1 1 • am varlet, 55 e plan L IS {111111.1C 1.641f6E HAL 115adariagost yonneckb+n END BOW/B R ASE AIL GOWN. 11 N.% To Scare .ire I* • Baia dalaii _I I .,111469111 I I r f 1 6.1.01.6 Is Fi t.. Inc \----- *Eettrit AN.- mer.LETO Ira !IASI OWL t OHEADER TO POST CONN. DETAIL BOW/BASE RAIL CONN. DETAIL Rol la Seib tileto Sale TI earelnAil FF,C1FutmernIF BoSE PAIL OSECTION riot Ta Sento C(11111AIN ItB Gf... SECTION THROUGH ROLL UP DOOR HEADER F I ig-SniF r tit . Nat • scale TAI/t26 CA. gat...lima muetv.-1:1L ta'oedi 1.44 tia,z y pellle' oc1?kE2t.- 1.0p 4330 Ge. FRAMING IS al.11112-117 TUE ST. i2 41RFRAIIIIIME &OW-1W TalikE51L13- 14PKESARE 2-11611-114` 1MU.fU1f tit-FM.14Na. WALE ARE .r 12 11.4 Tig.ftliF2 1fW1t4G. CAROLINA CARPORTS, INC. .„ /Ss DtO2 se L C i t 11••• •4 0 CD DO sasagaSa% WIISew 813L8* *Pfr9te CD Details Page 1 of 1 is Secretary of State Brian P. Kemp Archives • Corporations • Elections • News Room • Professional Ucensure Securities State Capitol Licensee Information Name: Stephen Phillip Maslan Address: 8011 Paseo Suite 201 Kansas City MO 64131 Primary Source License Information Profession: Engineers & Land License No: PE016522 License Status: Probation Surveyors License Type: Professional EngineerObtained By Method: Issue Date: 6/2/1987 Comity From State /Prov: Expiration Date: 12/31/2012 Last Renewal Date: Discipline Information No Discipline Information No scanned public board order documents exist. Associated Licenses No Associated License Information Available You may close this window to return to your search results Data current as of: March 8, 2011 8:30:37 This website is to be used as a primary source verification for licenses issued by the Professional Licensing Boards. Paper verifications are available for a fee. Please contact the Professional Licensing Boards at 478 - 207 -2440. https: / /secure.sos. state. ga. us /myverification/ Details .aspx ?agency_id =1 &license_id= 68425& 3/8/2011 Permit No. City of See Island • Community Develo,` lent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Owner's Name kR y a Li Gen. Contractor Contact Information C (3 u Project Address Q (0 \ 3 1 iun, INTERNATIONAL CODE COUNCIL MEMBER Date Requested 2-23-II Date Needed - 7 Subcontractor Scope of Work Inspector 2 / t� Inspection r a e4- --4 c, at 6r--)3 -I� C as Ty r`' 1 Date of Inspection 17,4,/// Pass Fail 121 F \) .Q... d 1 SGU % —rsi.-- Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee FAg Inspection Pass ❑ Fail ❑ Fee DATE ISSUED: 02 -11 -2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # CITY OF TYBEE ISLAND BUILDING PERMIT SHED & CARPORT 1010 BUTLER CLAUDE & CAROLY ROYAL PO BOX 1657 TYBEE ISLAND GA 31328 -1657 CLAUDE & CAROLY ROYAL PO BOX 1657 TYBEE ISLAND GA 31328 -1657 P $ 200.00 $3,600.00 PERMIT #: 110062 S.�.d SPACE BELOW FLOG ELEUTt ©N (AE,Zone) Hydrostatic vents required to relieve water pressure In enclosed space below flood elevation, l square Inch of vent required for each 1 square foot of floor area. Bottom of vent must be within 1 foot of the grade elevation. Vents must be placed In opposite walls to permit water to flow, TOTAL BALANCE DUE: $ 200.00 [der will at all times comply with the zoning, subdivision, flood control, building, fire, in and shore protection ordinances and codes whether local, state or federal, including le, subsequent owners should be informed that any alterations to the property must be Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. in the front of building and protected from the weather. If this permit is not posted place curb paving and gutter broken during construction. This permit will be voided begun within six months of the date of issuance. ed Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT lI-OO(oZ Location: /NO &#el2- Vr E ADDRESS PIN # TELEPHONE Owner alto: 15• yA-L.- AND 4,11.12 hZi= 912-4123° /Y' %e Architect or Engineer Building Contractor (Check all that apply) ❑ R• epair [Residential ❑ R• enovation ❑ Single Family ✓Minor Addition ❑ Duplex ❑ S• ubstantial Addition ❑ Multi- Family ❑ Other ❑ Commercial Details of Project: .,S o247e /Jpakj ii &2_x Is) 4„...,,.1 ❑ Footprint Changes ❑ Discovery Demolition CAR-Po '24 Cf !,k g k / Estimated Cost of Construction: $ Construction Type / ( (Enter appropriate number) (1) Wood Frame / (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Ven ;er Proposed use: '71406,121 - Am / 04-r2 Al-m d ° S 40‘2&i6t,49 /2kssileio 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 On -site waste and debris containers will be provided by Construction debris will be disposed by 6,4 620e_460...._ by means of o/cc, 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. pp � Date: 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: Signature Date Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL 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 u lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. CE,Gat. -- 9 Date �' S� y� l►Q���e Printed Name IF YOU'RENOT LAD-SAFE CERTIFIED, 3.DISTURBING JUST SIX SQUARE FEET COULD COST YOU BIG TIME. DOMOf NATURAL RESOURCES 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 Pnnted Name Date Office Use Only: Project Address: Permit Number: ALL ROOF OR REROOF INSTALLATIONS MUST ADHERE TO THE FOLLOWING: STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION (SSTD 10 -99) CHAPTER 5, ROOF COVERINGS SECTION 501, ASPHALT SHINGLES Asphalt shingles shall comply with Section 905 of the International Residential Code, shall have self -seal strips, or shall be interlocking. Asphalt shingles shall have the type and number of fasteners recommended by the manufacturer. EXCEPTIONS: Asphalt shingles with self -seal strips shall have a minimum of 6 fasteners per shingle on roofs meeting any one of the following conditions: 1. The eave height is 20 feet or greater above grade, or 2. The Use Factor for the building is 1.15, or 3. The Basic Wind Speed is 100 mph or greater. If you have any questions please contact the Community Development Department prior to beginning work. The phone number is (912) 786 -4573, extension 114. December 2009 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -9539 www.cityoftybee.org sky AD am 1 PO JAI)! 69 0436e i , C c_6(,L aVT s L<L _r THE .., BUILDINGS r 1 Table of Contents Metal Profiles Contents Contents Metal Profiles Why Not the Best? Exclusive Features Floor System Wall System Accu -Steel Ten Reason to Choose Accu -Steel Lapsider End -Gable Metal Profiles 1 Lapsider Side -Gable . 8 1 Box -Eave End -Gable . 9 2 Box -Eave Side -Gable 10 2 Lumberjack 11 3 Dutch Barn 12 4 Eave Truss 12 5 Greenhouse 13 6 Doublewide 14 7 Steel Dutch Lap Aluminum Twin Rib Aluminum Perma -Tile Aluminum Dutch Lap Steel Sturdi -Rib Aluminum Box Rib _a■ramil Larft Why Not The Best Why Not the Best 2 Exclusive Features Since 1967, Lark Builders, Inc. has dedicated themselves to manufacturing the best portable buildings in the industry. Our attention to quality, durability, and product value is why Lark is The Standard in Portable Buildings." Some manufacturers spend their money on marketing schemes and gimmicks. At Lark, we invest our money in our product and you can see it in every portable building we build. Our innovative construction techniques and state of the art equipment insures that your Lark Building will be second to none. While others are playing catch up, Lark is out front with cutting edge improvements to our product. We don't take any short cuts. Our approach has never been to just get by; we are committed to building the best. In the following pages, we will illustrate why state of the art construction systems and techniques provide the strength, durability, and product value that only Lark delivers. Exclusive Lark Features di .A4 Solid 4x6" Double Door Header Steel Hat Channel Lathing aw; 4" Lag Bolt Connection on Wall Bottom Plate to 2x6" Cross - member Accusteel Wall and Roof Structure Triple Hurricane - Clipped Connection to Roof Rafter and Top Plate Accusteel Corner Connection with Diagonal Corner Bracing Skid Splice on 4x6" with 2x6" Floor Joist Connected 4" Lag Bolt Connection to Skid with 4" Lag Bolt Dadoed 1x4" Plywood Seam Support Accusteel 4" Lag Bolt with Washer - Bottom Plate Connection 3 Floor System Larft Nobody Builds A Floor Like Lark Floor Skid Fabrication While other manufacturers use two 2 x 6's nailed together for the all important base structure or floor skids of their buildings, we at Lark use only solid 4 x 6's that are precision trimmed, tapered, and dadoed for our floor skids. When we require skids that are longer than our available timbers, we mortise the splice and make the connection using six 4" galvanized lag bolts. This assures the uncompromising strength and durability of our buildings. Skid End Double Lag - Bolted and Hurricane Clipped Mortise Splice and Bolted Skid Floor Frame Assembly All of our floor joists are connected to the skids by being nailed and lag bolted at each dado to assure that the base of our buildings have superior wind uplift protection. On the skid ends, we not only double lag bolt our headers at a 45 degree angle to the skids, we also hurricane clip them for additional holding power. Rigid 23/32" Treated T & G Plywood Plywood Installation One of the most outstanding features of our Lark Floor System is the treated 23/32" T i# G plywood decking. When we place this rigid panel at 16" on center spacing, we are able to give you a floor loading of 125 P.S.F. The reason we use this floor loading is to make sure that the super structure of the building is adequately supported and that the integrity and stability of the unit is not compromised. The 23/32" T Et G plywood gives a more even fit, prevents sag, and provides a more aesthetically pleasing floor finish. 23/32" T &G Plywood Installed Lar#t Wood Frame Wall & Roof System The wall structure on all of our wood frame buildings is constructed using # 1 Southern Yellow Pine lumber. The reason we use Southern Yellow Pine is that it is much stronger and has a higher stress rating than spruce or most other species of lumber. All walls are assembled with 2 x 4's placed 24" on centers with 2 x 4 top and bottom plates connected diagonally with heavy gauge steel T wall bracing for superior shear wall protection. Each 2 x 4 is connected to the top and bottom plate with heavy gauge hurricane clips, four clips on each 2 x 4 on the sidewalls and 2 clips each on the end walls. The walls are connected to the floor structure with 4" lag bolts placed every 16 inches. This system of bolts give the structure superior up lift protection not provided by nails or straps that are nailed. From the hurricane clip connections on our roof rafters to the hurricane clip connection on all of our 2 x 4's, you have a continuous uninterrupted positive connection from the roof to the floor. There are no weak points in this system to compromise strength. Another unique feature of our end gable wood frame buildings is the use of steel hat channel lathing to hold the fasteners used to secure the roof. While wood lathing is good, it is not as stable as steel, creating the possibility of fasteners backing out over a period of years causing leaks or damage. This is far less likely to occur with fastener connections made into steel. When we do put roofing fasteners into wood, we use only stainless steel fasteners, especially designed and engineered for use in wood. Sheer Wall Bracing with 60" End Door Wall & Roof System 4 Rectangular Wall Sections with T -Wall Bracing Roof Joist with Collar -Tied Truss Plate Connections Vaulted Wall and Roof System Side Wall with T Wall Bracing and Top Plate Hurricane Connections 5 Accu -Steel Accu -Steel Frame Buildings The Lark Accu -Steel frame building is the biggest advancement in portable building design and construction in the last 40 years. We manufacture the Accu -Steel using one of the most precise and advanced rollforming systems available. The strength, quality, and durability of this steel frame system are truly awesome. The Accu -Steel is manufactured using a totally new concept of rollforming and assembly. A system and method of steel stud construction that is unprecedented. For years, steel stud construction has utilized a system of U- channels for the top and bottom plates and C- channels for the studs. When using this system, the U- channels and studs have to be measured and marked for center placement. This system lends itself to mistakes in measuring and stud placement. Using this archaic method of fabrication and assembly compromises the accuracy and quality of the finished product. We manufactured the Accu -Steel building using a state of the art computerized rollformer and software system. This system utilizes C- channels for all structural components, the top and bottom plates as well as the wall studs. This amazing system measures and notches the C- channel for precise stud location. It dimples and punches the C- channels and studs for perfect fastener location and alignment. The building structure created by this rollforming system looks like it was made by a metal working craftsman. Everything on this building system fits and finishes like you expect. The frame of the Accu -Steel is rollformed from heavy duty 18 gauge G -90 galvanized material that not only give you superior strength and durability, but also provides needed rust protection. If you are interested in a portable building, you owe it to yourself to critically evaluate this new high tech building system. See why we are sure you will agree that strength, quality, and value like this does not come along every day. Accusteel Truss Roof Section Diagonal Double Door Support Accusteel Wall Connection Accusteel Side -Gable Roof and Wall Structure Great Reasons to Buy an 6 Accusteel Building Some Great Reasons To Buy An Accusteel Building • Steel does not warp, split, crack or creep; • Steel has the highest strength to weight ratio of any building material; • Steel is not vulnerable to termites or any type of organism; • Steel does not burn or add fuel to the spread of fire; • Steel has less probability of damage in high winds, stronger connections (screwed vs. nailed); • Steel is dimensionally stable; it does not expand or contract with moisture content. • Steel produces less scrap and waste (2% for steel vs. 20% for wood); • Steel is environmentally friendly -100% recyclable, saving landfill space. 7 Lapsider End - Gable, Wood - Model 4101 Steel - Model 4102 END -GABLE LAPSIDER WOOD AND STEEL FRAME In the world of portable buildings, the Lark Lapsider has an unrivaled legacy of product value and lasting quality. The solid construction and unquestionable durability of this unit has made it a natural to be called the best. To be the best you can never be satisfied with your product. You must constantly strive to improve and refine the materials as well as the manufacturing processes used. We at Lark, in keeping with the spirit of constantly improving our product, are using a construction method known as modular. What this means is that each wall and roof section is a totally independent part of the overall building system and alone it can maintain its structural integrity without the support of other building members. The wall sections are rectangular modules that have 2 x 4 top and bottom plates connected diagonally by rigid steel T -wall or hat channel bracing. This type of support insures that the wall system has consistent support on all wall sections. The reason we fortify our walls in this manner is to avoid lateral movement or distortions of the siding that can result from high wind loading. The roof module is a vaulted section with continuous hat channel connected to each roof rafter at 24" providing vertical as well as horizontal shear protection. The Lapsider End Gable is also available in our Accu -Steel frame which gives you the same pleasing appearance and unrivalled durability as our wood model. As you can tell from our description, our Lapsider is built to last and stand the test of time. We know our Lapsider will deliver the product value and true satisfaction you expect from a Lark Building. La* Lapsider Side -Gable 8 Wood - Model 4103 Steel - Model 4104 SIDE -GABLE LAPSIDER W OD AND STEEL FRAME Our vaulted wall system is the construction technique that we utilize on our Lapsider Side Gable. Traditionally most portable buildings are built with the gable on the short dimension or end of the unit, but the Lapsider Side Gable takes a different approach. By building the unit with the gable on the long side, we are able to create a building that is not only esthetically pleasing, but also provides higher interior eave clearance and more overall height. All of our vaulted wood walls are constructed using double hurricane clips at all stud connections on the top and bottom plate for maximum wind up lift protection. For shear wall strength, we run rigid T -wall bracing on the front and back of all walls to protect against lateral or sudden movement, which can result from heavy wind loads. This vaulted wall system combined with our monolithic roof structure constructed with #1 2 x 6's will deliver for you. It will provide the strength, good looks, and durability that you expect when you purchase a Lark Building. The Side Gable Lapsider is also available with our outstanding Accu -Steel frame giving you the same look and pleasing appearance as our wood Lapsider When you closely examine this building system, we are sure you will conclude that you too, deserve the best. 9 Box Eave End -Gable Wood - Model 4105 Steel - Model 4106 END GABLE BOX EAVE W *OD A\ S E7LFRAME The first thing to grab your attention about an End Gable Box Eave is its clean attractive appearance and the perception that it was built on site to be permanent. At Lark, we have always been sensitive to the aesthetics of our buildings and the End Gable makes us proud. This is the type of unit that would be welcome in virtually any environment from a nice residential neighborhood to an upscale industrial park. Structurally, the End Gable Box Eave is built the same as the End Gable Lapsider. The only real difference is the attractive addition of a boxed overhang. Don't be fooled into thinking this overhang is just trim parts, it is not. On all of our boxed eave models, the eave of the building is an extension of our main framing system part of the overall structure. and is just as strong and durable as any You can rest assured that regardless of the model Lark Building you choose, you can count on quality and product value matched by none. Lartt Box Eave Side -Gable 10 Wood - Model 4107 Steel - Model 4108 SIDE GABLE BOX EJAVE WOOD AND STEEL F ME This fantastic A -frame structure is about as versatile as it gets. Built with massive vaulted walls, the Side Gable is designed and engineered for extra overhead clearance and wide open space, not to mention durability and product value. This unit utilizes the same frame and roof system as our Side Gable Lapsider along with the added feature of a sophisticated Box Eave that enhances the appearance and aesthetics of your building. As with all of our wood frame buildings, you also get heavy gauge steel shear wall bracing along with hurricane clip connections on all wall studs, plates, and roof rafters. The Side Gable Box Eave is also available in our Accu -Steel frame model. It comes with our impressive 18 gauge G -90 steel structure that is designed and engineered to be the strongest portable building available. When you need a solution to your storage requirements, don't just purchase a storage building to get by. Buy a Lark Side Gable Box Eave and you will have the building that is the leader in good looks and durability. 11 Lumberjack Wood - Model 4109 Steel - Model 4110 LUMBERJACK WOOD AND STEEL F ME Just one look at the Lumberjack and you will see the unlimited storage opportunities that this unit provides. The massive eight foot high walls give you that super size room that you need for those oversize and awkward items that just won't fit in your average storage building. Built to the same rigid standards as all of our buildings, the Lumberjack is designed and engineered not only to be big on storage, but to be big on uncompromising durability and product value. If you prefer, the Lumberjack is available in the Accu -Steel model. This unit comes with the same impressive features as our wood frame plus the outstanding advantages that you get with a steel frame unit. We realize everyone does not need the outstanding and unique features that come with the Lumberjack. However, if you agree that bigger is better, look no further. The Lumberjack is not only the building you need but the building you deserve. DUTCH BA RN - WOOD FRAME The Dutch Barn utilizes the same vaulted wall system as all of our side gable units, plus it comes standard with the attractive gambrel roof. Because we standardize all of our framing systems, you get the same added overhead clearance and wide open space as our Lapsider Side Gable. While the Dutch Barn is somewhat of a niche product for Lark, it has been pleasing customers for three decades. This unique building offers an alternative to the basic conventional design that you most often see utilized for portable buildings. Even though a lot of Barn style buildings are built using 2 x 4's turned the 1 1 /2" way connected with truss plates, we build our unit with the 2 x 4's turned the 3 1 /2" way, engineered for 130 mile per hour wind loading. This unit has hurricane clip connections on all studs, plus shear wall bracing, not just on the ends, but on all four walls. We could go on and on about the Dutch Barn, but we have highlighted several features that a serious shopper should look for in a portable building. If you need practical storage with a touch of class, the Dutch Barn has it all. The Dutch Barn style is also available in a version that is gabled on the end. EAVE TR JSS - WOOD AND STEEL FRAME The Eave Truss is our premier portable building for the customer with a big appetite for storage and the desire for a structure with superior strength and durability. Sophisticated good looks and unlimited versatility make this building a natural for any storage requirements. This unit comes with 8' clearance on all walls, and attractive boxed eave, and a roof truss system that provides a continuous bottom cord the full width of the building. The Eave Truss comes standard with all these features, plus it has the ability in its regular configuration to accommodate a garage door or oversize doors without any modifications. The Eave Truss is available with either wood or steel frame and can be clad with aluminum or steel siding in a variety of profiles and colors. Functional, strong, durable, and cost effective are just a few words we hear when customers describe the Eave Truss. If you want a portable building that will satisfy the most demanding customer and exceed your expectations, make the wise choice. Purchase the Lark Eave Truss. Dutch Barn 12 Wood - Model 4111 Eave Truss Wood - Model 4112 Steel - Model 4113 13 Greenhouse Steel - Model 4114 ACCU -STEEL GREENHOUSE It does not matter if you are a professional horticulturist or a hobby grower, the Lark Accu -Steel Greenhouse was designed and engineered with your growing needs in mind. We have the size and the options to meet all of your growing demands and requirements. If productivity and efficiency are what you demand, the Lark Accu -Steel Greenhouse will deliver for you. The competitive cost and pleasing appearance of this greenhouse will make it a welcome addition to your backyard or commercial nursery. All walls and roof frames as well as the floor structure are manufactured using 18 gauge G -90 galvanized steel. Our floor structure comes standard covered with a plastic composite floor that will give many years of maintenance free use. The exterior of the greenhouse is covered with professional grade fiberglass or poly- carbonate panels manufactured specifically for greenhouse use and performance. The Lark Accu -Steel Greenhouse is designed to give the quickest and most efficient growth to your plants and to promote fast rooting of cuttings and efficient germination of your seed beds. Our greenhouses can be built and configured with an assortment of options to meet virtually any growing need you may have. When you consider the purchase of a greenhouse, critically evaluate the competition, compare them all to Lark, and we are sure you will completely understand what we mean when we say "why not the best ?" Larft DOUBLEWIDE WOOD AND STEEL FRAME At Lark we realize the specific requirement for storage can vary from customer to customer. For this reason, we build portable buildings to meet virtually any size storage demand. From the smallest to the largest, Lark will provide the ideal size portable building to meet your storage needs. In situations where your demands are really big, we have the answer. The Lark Double Wide is one impressive structure. Built with pre- engineered trusses to give you total open span construction. This means you have nothing in the way of support or obstacles to interfere with your total storage needs. The Lark Double Wide is available in sizes 16' x 16' to 24' x 60'.* If quality, durability, and product value are important to you, get the portable building that always delivers, the Lark Double Wide. *maximum available size in Florida is 720 square feet Doublewide 14 Wood - Model 4115 Steel - Model 4116 ENGINEERING SPECIFICATIONS All Lark Portable Buildings are engineered and manufactured to the following wind load specifications: All Accu -Steel Models Wind loading of 3 second gust of 150 mph is standard on all models Wood Frame Models Wind loading of 3 second gust of 130 mph is standard Wind loading of 3 second gust of 150 mph is available as an option If needed, sealed engineered plans are available for all models upon request for a nominal fee. PLEASE NOTE The sizes used to identify each building is approximate because of the limitations on the widths and lengths that can be transported. The actual measurements of our buildings could be less or more than the size indicated. Some models are shown with optional features. Please check with your dealer for information on standard features and available options. CONTACT YOUR LOCAL LARK DEALER _ fvi KEEPING THE COMMITMENT At Lark, we are not satisfied with setting the industry standard for quality, durability, and product value. We know that to stay out in front of the competition and continue to build the best, we must critically evaluate our product and manufacturing process daily. This constant attention to product improvement and customer satisfaction has made Lark the undisputed leader in portable buildings. After thirty eight years of setting the standard, we have above all, learned one thing, that nothing ever stays the same. Products and customer requirements constantly change. Better building material and manufacturing methods are created almost daily. If we are to work in the best interest of our customer, we must keep making the refinements and improvements that keeps our products on the cutting edge. We realize that purchasing a portable building is no small matter, it is a major commitment of financial resources. For this reason, before you purchase any portable building, you owe it to yourself to compare Lark's product, quality, and price to any competitor's model and you will be convinced that there is only one choice and that it is Lark every time. LARK BUILDERS, INC. Vidalia, Georgia 30474 Telephone: (9 12) 538 - 1 888 sit us on the web at: WARRANTY LARK BUILDERS, INC. guarantees all structural components and workmanship to meet or exceed engineering and product specifications as represented. Specific manufacturers warranty available on request.