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Home My Public Portal About12-0398 Burfordmoraw- INTERNATIONAL CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 a59( Inspection Date Requested % /'? Date Needed S ` °2 3 Subcontractor Ofb/ Dote "BuProe d of lqs I cJ l i Covte Vii/ 7y�19 Date of Inspection 3A-L- Pass F a i Inspection Inspection Inspection Fee Pass ❑ Fail ❑ Fee Pass 11 Fail El Fee Pass ❑ Fail ❑ Fee DATE ISSUED: 07 -16 -2012 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 # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT 18' X 36' COVER FOR RV 28 PULASKI APTS & OSBORNE BURFORD 28 PULASKI ST TYBEE ISLAND GA 31328 -9720 PERMIT #: 120398 5707 OGEECHEE ROAD SAVANNAH, GA 31405 P $ 100.00 $2,250.00 TOTAL BALANCE DUE: $ 100.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. 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 Location: Z� PILL! NAME (A4 S) ADDRESS PIN # s1a,67 ././ r efol a c ,s er - .7 s �' 0L. r r e Q b - n - re 1lro 4' e. 6w'�`" 171D° 01(17Z: TELEPHONE Owner He ct r yb a LA-9 le 0t4r e'rel 2-, Pula, 51- i!z - 756- 7579 912- %'f 7V4f7 Architect or Engineer Carole-ha.- • r j9 z" 1 Building Contractor / 0f -er B. /7" s id r nw s- 7e 7 Oeleeciee_ RePd S «-v rt,, ,,t X61.. C.et . 0 f yeS q t 2- Z3'{ -33 (Check all that apply) ❑ Repair ❑ Renovation ❑ Minor Addition ❑ Substantial Addition R1` Other ❑ Residential ❑ Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial s /; Details of Project: ��' X �� 'c'r �'r" Apr" !3_-fo! '/' ❑ Footprint Changes ❑ Discovery ❑ Demolition 6 Atei Atr e"�'. tXri Estimated Cost of Construction: $ 2-2-15-0 , ;-'=- Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry lei ct."41 rte- r-G CD de-r 7,V/ ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT 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 # Bathrooms 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 Abe -- On -site waste and debris containers will be provided by .--- Construction debris will be disposed by 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: 9 � ' ;4(2% 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? NFIP Flood Zone Existing 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: ► a Zoning Administrator Code Enforcement Offic4-0000— Water /Sewer Storm /Drainage Inspections City Manager FEES Permit I O O Inspections Water Tap Sewer Stub Aid to Const. TOTAL 0 _ 1-1-01A6 MIA*, 3(eLs -ft Chatham County Board of Ass- sors: 2012 Property Record Card 4 -000' -09 -008 2012 Chatham County Board of Assessors Property Record Card APPRAISER tlwhitfi W PT OF LOT 5 BLK 34 FT SCREVEN WD LAST INSP 05/23/2007 APPR ZONE 000008 SALES BOOK/ INS VI QU RSN PRICE PAGE 01 Jul 1992 GRANTOR: GRANTEE: 01 Jul 1975 GRANTOR: GRANTEE: I U UO 42,000 I Q Q0 9,841 PERMITS TYPE DATE AMOUNT 050360 RN 06 Mar 2006 Insp COMMENTS: 23 Oct 2001 11 Oct 2001 HS10S ENT TY01 10 -23 -01 SSB TY02 PROP ADD CHGE PER TXYPR NJV 10 -11 -01 07 Jun 2001 ADD CHG PER FORM 6 -7- 01/BS Page 1 of 2 4- 0001 -09 -008 28 PULASKI ST TYBEE ISLAND BURFORD & OSBORNE HENRY DOUGLAS & MARK STEPHEN 28 PULASKI STREET TYBEE ISLAND GA 31328 [Click for larger picture) SAGIS `` Chatham County Tax Commissioner Propert; Tax St3ten■nt CAMA ASMT 173,100 173,100 92,300 92,300 5,900 5,900 271,300 271,300 LAND 2 BLDG 1 OBXF 4 Cost - MS CODES PROPERTY 0006 RESIDENTIAL USE UTA NBHD 0004 Tybee Island 020270.00 T270 TYBEE SCREVEN EXEMPTIONS L1 L9 S1 L8 HISTORY LAND IMPR TOTAL 2011 227,400 69,500 296,900 Cama 2010 322,400 69,500 391,900 Cama 2009 322,500 179,500 502,000 Over 2008 322,500 179,500 502,000 Cama 2007 322,500 176,500 499,000 Cama 2006 359,500 121,500 481,000 Cama 2005 139,500 202,000 341,500 Cama 2004 165,000 176,500 341,500 Cama 2003 118,000 176,500 294,500 Cama 2002 115,000 176,500 291,500 Cama 2001 168,000 A/C 2000 121,000 121,000 Over 1999 121,000 121,000 Over 1998 121,000 A/C 1997 30,500 89,500 120,000 Cama 1996 18,000 45,310 63,310 Over 1995 18,000 45,310 63,310 Over 1994 18,000 45,310 63,310 Over 1993 18,000 45,310 63,310 Over 1992 18,000 45,310 63,310 Over EXTRA FEATURES ID# BLDG # SYSTEM DESC 135991 84207 Solid Wall /Slab FR 135992 84207 Solid Wall /Slab FR 135993 84207 OPEN SLAB FR 135994 84207 MISC BUILD. AV DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB 8 21 168.00 F 22.75 3,822 1980 8 24 192.00 F 22.75 4,368 1980 8 18 144.00 F 3.91 563 1980 8 16 128.00 L 15.05 1,926 1980 EYB DT ECON FUNC SP SP% 1980 IR 1980 IR 1980 5R 1980 2R RCNLD 2,446 2,796 315 385 MKT VALUE 2,400 2,800 300 400 LAND ID# 108192 108193 USE DESC FRONT DEPTH 2 -4 FAMILY 0 0 2-4 FAMILY 0 0 UNITS / TYPE 7,000.00 -SF 4,325.00 -SF PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 42.00 R1 149900 42.00 R1 SZ -75 23200 http: //boa. chathamcounty. org/DesktopModule s /ChathamCountyB oardofAssessors/Prope... 07/09/2012 Chatham County Board of Asc-'sors: 2012 Property Record Card 4 -000' -09 -008 Page 2 of 2 2012 Chatham County Board of Assessors Property Record Card 4- 0001 -09 -008 28 PULASKI ST TYBEE ISLAND BUILDING SECTION CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL 84207 -1 -2012 Residential 129,149 1910 1980 MS 44.00 0.00 0.00 0.00 44.00 72,323 1.10 92,300 re • S' �r1J.4{Ano /SLA! 1 SWP [Click for larger picture] COMPLETE INTERIOR .MBD 8'16 SECTION TYPE AREA TYPE FRAME STYLE QUALITY CONDITION # UNITS # OF BEDS / BATHS 1 - Main 2490 5 - Duplex 3 - Masonry Frame 1 - One Story 2.00 3.00 0 4/2.00 COMPONENTS R1 163 Masonry, Concrete Block R2 208 Composition Shingle R3 351 Warmed & Cooled Air R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures ( #) R6 621 Slab on Grade (% or SF) Units % QUAL 100.00 100.00 100.00 10.00 100.00 http: //boa.chathamcounty. org/DesktopModules/ ChathamCountyBoardofAssessors /Prope... 07/09/2012 Printing: Layout Page SAG'S Savannah Area GIS Savannah Area Geographic Information system ?El 33 AC 0 20 40 '7D llC;4SyI�7 62 co Owner: BURFORD & OSBORNE HENRY PIN: 4 -0001 -09 -008 Property Address: 28 PULASKI ST Zoning: RR =1 Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912- 355 -6699 Voting Precinct: 4 -10C Elementary School: HOWARD ELEMENTARY Middle School: ISLANDS High School: COASTAL Zip Code: 31328 Neighborhood Code: Calculated Acreage: 0.25706795 Land Value: 227400 Building Value: Real - estate Value: Sale Price: 42000 Sale Month: 07 Sale Day: 01 Sate Year: 1992 Legal Description: W PT OF LOT 5 BLK 34 FT SCREVEN Property Card: Click Here Powered by BfnaryBus Page 1 of 1 http:// www.sagis.org/app/NET /print.aspx 7/13/201 METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS PREPARED FOR. CAROLINA CARPORTS, INC, P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 GENERAL NOTES: I. ALL STEEL TUBING SHALL BE 50 xsr STEEL 2. SNOW LOAD @30p5E. 3. LOCALE ANCHORS AT EACH END OF BOW. 4. FASTEN METAL ROOF AND WALL PANELS TO BOW OR EHDWAI.1 FRAMING WITH 114' x 1' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER ® r Q.C. MAX. (SEE TABLES 1 AND 2 FOR FASTENER SPACING SPECIFICATIONS) 5. ALL FIELD CONNECTIONS SHALL BE 114"x 1' SELF DRILLNG SCREWS. 6. AU— SHOP CONNECTIONS SHALL SE WELDED. 7. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE INTERNATIONAL BUILDING CODE, THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING CODE. An Apprown.7 Se, Plats Must Re aiin .,`,'eb S to at limbs" ;REVIEW FOR CCDI COiviPL i nc..: Every effort has b? :n made to iderl iiy code vioiaticn reviewer shall to violate, C any applicabI: 'eview and pew, ... . es a arrcnty or fu Reviewed By —t-� __Date 3 /z �tersight by the ue~d as authority :r or set aside • orci!nances. The • no be construed ALL CONSTRUCTION M SSTD� 4/9 AND TI FAMILY DWELLING CC kiO STATE OF GEORGE SEP 0? 2010 CAROLINA CARPORTS, INC. a. WET 1 6I UST COMPLY WITH THE fE SRC Oh!: AND TWO DE ' Ze 6, EDITION =R AMENDMENTS. TABLE 1 - BOW FRAME AND PANEL FASTENER SPACING SPECIFICATIONS WIND EXPOSURE CATEGORY BASIC WIND SPEED 3-SECOND GUST (MPH) 'MAXIMUM BbW SPACING (FEET) AVERAGE FASTENER SPACING ON- CENTERS ALONG BOWS, RAFTERS, AND POSTS (INCHES} INTERIOR BOWS END BOWS BORC 100 130 5.0 6 6 ' . : 4.0 6 6 140T• 50 NOTES: 1. SpachIcattons appScable lo 29 gauge (106, to 130 mph) and 26 (100 to 150 mph) metal pe>rels fastened Karnes. page directly to 12 or 14 steal tube bow N 2, Fastener, consist of 1f4" -14X1` sell- driNnil screws with control seal washer. 3. Spedfcationo appfkble only for mean rob! helghl of 20 feel or Tess, and roof Fbpes uI 14" (3 :12 Oda). Spacing requirements for abhor tool heights andlor Slopes may wary. TABLE 2 - ENO POST AND END WALL PANEL FASTENER SPACING SPECIHCATIONS WIND EXPOSURE CATEGORY WIND SPEED GUST (MPH) MAXIMUM MAX[MUM ENO POST SPACING (FEET) (FEET) AVERAGE FASTENER SPACING ON-CENTERS ' ALONG END POSTS (INCHES) B or C 10010150 5.0 6 NOTES: 1. Specifications appflaabre to 29 gaups Ciao to 130 mph) and 26 game (100 lo 150 mph) metal panels fastened directly to 12 Of 14 gauge steel We bony frames. 2. Fasteners consist 01114'- 14X1" se)f- dr1111r1g screws with control seat washer. 3. Speciricatlons applicable only Tor Moen roof hM hI of 20 feel or less, and roof slopes of 14` (3:12 pllclt). Specln0 requirements for other roof helgtrls errdrof slopes may vary. WINDOW AND DOOR NOTE W ` CARPORT 1DTH TH Max DOOR WIDTH EXTERIOR WINDOWS AND GLASS DOORS SHALL B. TESTED BY AN APPROVED INDEPENDENT 12 B. TESTING LABORATORY, AND BEAR AN AAMA OR I/r+ )MA OR OTHER APPROVED LABEL 16' TO 20' 12' IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REOUIREMENTS OF THE 22' TO 24' 16' FOLLOWI4G SPECIFICATION: 26' TO 30' 20' ANsumm JNIMNDA 101662 2197 • THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE VI'FT)C ASTM E 330, STANDARD TEST 32' TO 36' 24' METHODS FOR STRUCTURAL PERFORMANCE OF FXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE. <<S' TO 40' 30' CAROLINA CARPORTS, INC. •� 1271-01 HIS r. w S. Aar WEFT 20Fr 21 CR 76 G4 GAlYANN.!D WET N. ROOF PARMA FA! TEAM TO eOLV FRAM WITH W. • POOPS W1TH OONIIRI WI. WALKER ]EEE 'MILE 1 60R FAETENrR EIAOMJ 62 a ' FINISH GRADE YO6011TWC sum FinotiAl2H OR TOP OF OONCRETE CuN1[VUOUB cotattri $t*6 (OPEN CA R►ORTC ONLY/ 511' TO 10'4' LEG HEIGHT ace' PAL eoW iPAK OI 26 C ✓_ G AL./AS: DNETAT ROOF PANELS FASTENED 10 SOW !NAME WIN W' • 1' $]F\ WIN CONTROL SEAL WAEHE]l R!ale TAAL( 1 PON FAEEB1EA SPADING] ] AIM TYPICAL BOW SECTION Mol T6 Sofa T2 01t5 M DT M06 MourS6u 1ofll COMCREIE 66/16 C OM!IIOKIDiv IEEE 66114 ...Atli ! 0' e1 FINISH OR/IAE MOHOLRTiC ELAN FW W.OJ llto2 1 OR TOP OF • CONCRETE CONIINV OUR Optional* b W *OPEN CMPORTE O6LY/ t0'.O' AMX. stiv4 SPAN TRUSSED BON SECTION N01 To SUN FE 06 266 GA. 0ELYFIEZED 1411N ALOOF PAhf1 E FAET2NED TO ITM FRAME WITH III• SOFI eau CO#IT@TL ova.ww5HER O E' O.G FAX IEEE TABLE 1 Port IoSTBtR SPAClIO1 eDX SAVE OP1104 MONO. FT IOC SLAG 60161AATTSI OONT1W1I UE CONCRETE MAD jOPER CAIPO6To OAT,Yn 16-00 6101. HPAL' 661066116 001 66012026 6210 CPCC'_161.16 OOHS IIUr.IQt 1ER12E65 I.EMI12I ■ 4 Howl. mac 61AC FO66NENCRON CONT'6J016 CONCRETE S{AE 1OPEN CATAORT5 ONLY) 70-0' MAY. EOIN OFAR .2.******,— 6tN' e RO' VET11021a• 1t1.t!OMM 6' OF EAOI pow Tg IE.61060616 We 06666(5 MELT co N TYPICAL SIDE EXTENTION SECTION Nol To Scale A17103. N71 OtJ MI6n W11n OONCIILTE RN EOM! MC MI 156E ORAL 1, WEE) or 61 GABLED OPEN END WALL SECTION Not To 51410 CAROLINA CARPORTS, INC. w REP NTS N. °'� 614• 6. ONEEE 1422 OVERAUL LENGTH VARIES DEPENDS OM NLPMBERNOPACI},IGQF$OW$ 4t_ ft 21 DO 211.C.A. ••PAPIPEL ROD PIING 14* 404,934444 PAPELlit SEE PULE t r- --:111=111Elle--111-.11UoLLJE111E111:---1/1=111 111:22Wll t 1 iir =1u = iijiIjpimpi uii = = = 111111— 1. mcnota mot reCEJITD.rrtk commETt COMTRUCIVg. egii I. tact{ ES 11C;IMI IX ir ..,eama.... ..,........mr..m..m.r.w....._. dimiw_..........,,,,_ww, filealiallailirdll IIIIIIRM sal Fan islientr, GLRMIE DO M Mir .11111•1111 Mi= =Mill 31-1 MET II= MIMI INIMILI Me1211 MEW" =111=111=111=111:4111=111741WEHI=11=1/1E111:EIHEI SIDE ELEVATION ma to SW. FRONT WALL SECTION 1.134 To Soolo CIA DINA AMC Hales dr W D.C. IMO. cage ocr. .UHE1I Of 01 Is HE ADEF 21D4 24 GA OPLVAPPLED MEAL MOE MAUL SECURE WALL NWILS. TO UM WIER ARP EMI b41 We IN '41' Bar 01124.14P REW4 WI GO /M74 SEAL WAPPPI*2• 5NDWALt 15 P051 OPIDIAIDANCIIDXS P047 LocAlioto Inc 311F-00 442.3014 401 RE-O4RI:0 141111 00.2:0127E sum eRW1TRUC1141. I114E DWI V. RPSEV I 11 OVERALL LENGTH VARES DEPENDS ON NUMBER AND SPACING OF BOWS CONE NO 1S-C. GOLISrlidC1104 141U ocroi • ;1-114) l'irl-;61:111.6■11-1417: e 41414E1A. I' 114 POPP4 14 %no / - M ROD Me m115 U • VNO R IEEE DEO& SHEET 101 4) p SIDE OPENING Nol le SCA 5%0 IL,IT 1 0.0 6,4, 7A0 VP' MIX LW ..ArSa1111111111111.., 14,II !WC IU. -..ollialNft.— WO MIX AltdiiIIMINIIIIMMI11111.11., ,r3RAIIIIM11111111, 1 1 lilM11111111111MIIMIIINDIMI 11111111=11111111111111MM11111111111,21 N111111111111M11111111=1•111111=r411, • If_ tririr= 1 LI ;.! 1 1.1 • L ) • / • / cf--••••/ • . — 1):,;: 1%, • /— 28 OR 21 GP. =myna METAL ROOF PANELS u i_J i4 REAR WALL SECTION 111* I 0141 TS ENOWALL POT 21 OR 26 OA. GALVANIZED METAL -SIDE PANELS GROute onD42a1•1$'0.C. IdAIC 022. DIIAt 1, MEET Dr 10 0WCP1311$ ME MIRED COMP C7 11114 0544BI11IGTII0*. 1444.1 ItBIEI 4 Pe 1.1 CAROLINA CARPORTS, INC. 4146 ADP NT1 POP PBP P.61 6V MALL AE'. r F7►AVY]1AKiIDE TMWM RATE RA I. PEW i• OF PEN EoNAlQg66ES CAROM MOTE D11T1T1 PO A4LL9C61H1IR E!® MILL EICIENT 640tR ITNIC DOAIO. FOOTNO 11600 PSI T6011 IfELVFDM.ENUTTN 2416coonlIFJOUE tofu) IQ'I F EOW ITDHR}OR MD►L11 RF1 W1/ YO' FA IN Sok S SOES 12111.944114' J r CONiIoTIOU3 A' 41RD1E 1 E PAV EME1r 2.1TE FOR 1: Oa FRAMING 2 -11.' FOR 11 WA MNANG 2' BRACE SECTIOJ1 Ha To Sp14 I I- 16 CADGE UJI4ARIIEL MACE FASTENED 10 THE LIED AND 2011. POEIn0.L7W AT 46 DEGREE!. 1MVl 1 -114'. ATKA a CONCRETE BASE RAIL ANCHQRAGE CD CONCRETE BASE RAIL ANCHORAGE Ild To Se* jOPTIONA1 Nv1 To So* (EL PTONA1 • OSE11 CARPORT$ DAY] ` '' ' T.,I •' I . :I� .r. i ? r` 11/2/. 'l CONCRETE: �• 1 1)1'3 14214E FRICTION ANOHDR PIANO 1S 12 41A WPPLE MOIRE 141111 4- 1M't 'V 1CF1 TEEOw POST I-- RIPPLE TO STEEL MATE RAU raRRIM 141ALV. £ RI WOOLEN Cg11CRf7E FDOTW7 ALTERNATE BOW POST TO CONCRETE FOUNDATION CONNECTION DETAIL N31 To Scok DRU 613' IOLE IKIMUL24 TN!. EASE RAH ANN 1ELu1014J ANLMDT EVE PATH 1R' OHMS ER THAOIJEH b'JLI. 10Y 01 SOIL OR CONCRETE 4' AU IEEE ANCNSA SA' 1000 0D' IL DOD WITH DSL 4- Hi11E 1' ASTERS CLINT. RASE MIL CI)BASE RAIL ANCHORAGE Halo S1J4 CONCRETE SMALL TONE A 1114114444 SPECIFIED CONRESSM 2 $12HIGTN OF E40,•51 AT (21Y.1E. COVER CHAR HESIFORCAIO STEEL POR FOJNDA11o1.S. MUR45JM COMMTE1 E COVEN OVER RENTAOCIVG BARE SHALL 01: RICHES IN FOUNDATIONS WHERE THE CONCRETE 6 CAST AOAW ITAFdI FERAAANEHTLY W COYTACT W IM THE EARTH OR EXPOSED TO THE EARTH CR 48841 HER A1IN I on INDIES C"SENMERE RENFORCING EAR6 EMSDDBON 6ROUEED CELLS %JM1 NAVE A MIHRNM CLEAR DISTANCE OF L4 MGR FOR HIE GROUT ON 112 NCH FOR 012409.9. DAOUT RETIRE EN RENPORdNO DAM MO ANY FACE OF A CELL 9EIHPORCIRG ERNE USED W 4LASOIOLY.w4AS SHNL HAVE A HASOIIRY.00'.•tP 4NC4U7M0 MO UT, OF NOT LESS THIN 2 I11CIEE5 FOR PARIONAY UNITS HEN /ACE EXPOSED TO EARTH OR WEATHER 1 f0 INCHES rC : NAR'W RY UNOS MOT EXPOSED TO EARTH OR WEATHER. RHO/FORCE/LT STEM: THE REY /9020120 STEEL SHALL 6,1 TEMIIUIGRAOE Jd GALVANUA-117k 4.TAL ACCESEORIEE FOR (AIR IN Ex MAJOR WALL O6YFTRUCTEDI A11O 1401 &RECTO' 2NAOSE2 TO ME 40841HER SKALA EE GALvARLTE 1 N ACOOAOAN :E 2TN ASTMA 121. L1A50 B. I■EIAL PIM E GOMEL TORS. SOREWS.110LTEAID HALE EXPOSED DIRECTLY 10 THE MATHER ratALL ■E GUMLESS II EEL OR 1471 DOPED QALVAN1210. RE/NFORL"EME111 MAT' SE 52241 IR 144E SOOP OR THE FIELD PROVIDER 1. AAL REINFORCEMENT IS EFJJT COLO. 2.1112 01A1AETER TAE SEND, FAEA1 MM ON 114E MADE Cr THE 1840.25 NOT LEES 7NAR RORER( OtT.1 1 ERE AID 1. RELVFOn0EMEN1 PARTIALLY &TEEODED 10 CONCRETE SHALL PVT EF F80 a3C1. (2 4.' 11010: WHEAL VENOLNG 6 NECESSARY TO AMOR OCHE. RAM wet'', VERTICAL C*1L. EMS PARTMLLY EYbEDNO)114 own FIE SINLL E1 RERAN TTE010 RE SENT A1 4 4 OPE OF NOT MORE THAN 1 NCH OF HORIZONTAL QISTHACEMENT 7O 6 INCHES OF VERTICAL FAA IENOIN. CAROLINA CARPORTS, INC. A• 10-1102 2. A1, NB 1. 4. " "'1111. 220E1 SOF S INOSCREAM REOBIREO 11.60W SA.o lunar? mArrue S rpm 12- LOMB 1S 12 Oa. w 15CURG POrr TONI W T11L 1K at- 15 e0N 1.001 24' 11. C.J. U- C'IAHN01 ORN= 17 101' 1.0511 11• 10 GA IM•IWI1 EI W.W.II!, 10 141.0311 E• LOKA: 15 12 GA Nwr1L 15004E BOW MOO POST TO NIPPLE WIMI- 11/•af 14LF-0RLLH+ MSIENH9B 'BOW /CORNER POST DETAIL NDL TO Endo IKPI.E TO 8011 AAFRR 14 WPM. sn a _�- �J► !• � \"LONG W11nTrCa1. SECURE 1YHn 4VPat• SOY. 9t• 14 OA 11.05 M -SMCE(SMT POST) 15.1106. YGIAwIE. SHADE IN TO 111'100-2) TS 20WPOST SIDE EXTENSION BOW/ CORNER POST DETAIL b HDI TO SooNt 2l- ■6 G4 t![:IYNIIEL If RACE (S TO 1' poet IE' 1P 41012.52+!1 VAR= IC 10 t1 P.411 1■5PLL' 10 5' L0.G 1512 Cr. 1.IPPLE SECGRE feel 10 NIPPLE MTN 1. 161•. 1' 9366 14 B0WPU51 BOX EAVE BOW/ CORNER POST DETAIL 6 M.J. To &.I. 1 IQ -.1 LiY *5155 CAI° AMULE IMLCIE TO eowrOSTANQ GABLE RN: W14- 1.10.I•SW% YON 10F, 20N SIDE Is epee Poet i ri,l�l Z L SECURE 'O\ ''+''�r.., ,.'�il:�r 1.'? • L1rLt iEGME fiD•, z . ... ' 1 eow RAFTER W D�OIIE' :r -. R2J- YK.- LM•.1' S0f3i\ +!` r' iii • t / • 20.4 IMP. ION 110T7014 ,_,•, 15 2:551E RAH. GABLE RAIL TO BOW POST CONNECTION DETAIL 7 wal To Sta. 1 112' 121 GAME FURRINGCHANW11 FASTENED TO EACH ROW WITH CO IM• a 1» SELF - DRILLING FAST EVER SPACED HOT MORE THAN 411'0.C_ ROOF PANEL ATTACHMENT (AITEfMATE FOR VERTICAL ROOF PANELS} Nol To Sale 21015: 14 06. FRA141mG IS 2-V2'..1-112' TUBE STEEL 12 GA FRLMII20 IS 2.11612•11.0' TUBE STS _ NIPPLES ARE 2 -tM 410 -1F4' 12 GA T.S. FOR 11 GA ERAA011G. NIPPLES ARE 2•.2. 52 CIA TS. FOR 12 OA FRAMING. CAROLINA CARPORTS, INC. 1. pi y. ITSP ■an02 N•rs SHEET 6025 0 BOW /POST DETAIL Not To Sale s• Lam Ti 12 Lia HPPLE A sELF-OAUJ 7ASTS 5 SEL/-0NI11R12 FAST><NE AS TS evn roll i TL Gl]Hf1MJ00S ISSE NAIL FIPPLE To BASE RAIL BOW /BASE RAIL CONN. DETAIL Nd To Sole US' 1S [L•r IUFlk71 6'1 MG IS 12 Cl.MPPLC. !SCORE WTIN. • 1f 1' los P.m I : unto rule.> o 00I.6LE TS 107' L' 371E . NIPPLE TO SAGE RAIL BOW /HEADER DETAIL Not To Sole IS WC PI t T4 IFAIJER rola- 1E TLt ANGLE COP tSCURF 10 P011 AND MEAOEA W uer SiPIJ ON ooT1oM A1R ON SUE UREQU. END POST TO HEADERJRAIL CONN. Nol 10 Seel* 0 NDTE: S4 OA FRAMIIw7 IS 2•11212112.7 JBE STEEL. to CA FRAMING IS V z2.1M' TUUE STEEL. NIPPLES ARE 2- IN-A2 -1H- 12 GA'TIE. FOR 14 GA PMNJNG. NIpPLEB ARE r - 12 GA T.S. FOR 12 OA F tAtNee]. CAROLINA CARPORTS, INC. 47 ,1444 TS SOW POST 200R 2.66A. GALV. METAL SIDE PAWL r 1112 "s1122'A2 - IT GA CLIP / ANGLE Post D SATO SE ././..- 80W PAST uw 8�5sE RAU. we-1/ref' SDP 1') 1 TS CON TTNUOLBSASE RAIL END POST /BOW CONN. DETAIL 0 END BOW /BASE RAIL CONN. 5 Mal To Sale 6 Nol To Snide 212k2' 1 e GA ANGLE CLIP SECURE TO PCGT Ah0 HEADER We e14'r.1- SL1F -2 ON TOP � HEADER TO POST CONN. DETAIL NO{ TO Scale OSECTION Not TO BOW R6xT116•SDF e• o.C. MPPh.E IV an BASE PP,L E' hAN1i TE 12 GA tiriN E SECURE' P6Tn I. 1rt'. I' Sp 1I TS eOro D176r 15 COATI NL J$BA! RAIL T I MMij OB BOW /BASE RAIL CONN. DETAIL Nglo Scek Tom--- - 1 TJC' CURTAIN 1EI Gk. SE x T 1l4' SOF R• O.C. I+-2 112 •---�1 SECTION THROUGH ROLL UP DOOR HEADER Nol To Scale CURTAIN: 28 GA. galvanised steel v4 1i baked on epoxy prlmet 6 polyester cop mat. I� $tcB VB4lL. Ste pein _�I� Header pOS! conritcU rm with onpl! aIP- See detail 1. I � IF n 0 , 1'± 511 NOTE: 14 GA FRAMIraO IS 2- 1.ria -1R• 1115E STEEL_ 12 GA FRAMING IS 2.1erli2olie TIME STEEL NPPI.ES ARE 2•1AN141N• 12 G4 T.S. FDA 11 GA FTAPMJG. NIPPLES ARE n T 12 GA T.S. FOR 62 GA FRAMING. CAROLINA CARPORTS, INC. ... 10.160• Rat WR S. — R!P eeP 1INEST•OF• METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS PREPARED FOR CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 GENERAL NOTES: 1. ALL STEEL TUBING SHALL BE 50 KSt STEEL 2. SNOW LOAD PSF. 3. LOCATE ANCHORS AT EACH END OFSOW. 4. FASTEN METAL ROOF AND WALL PANELS TO BOW OR EHDWALL FRAMING WITH 1I4'x 1' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER ® B' O.C. MAX. (SEE TABLES 1 AND 2 FOR FASTENER SPACING SPECIFICATIONS) 5. ALL FIELD CONNECTIONS SHALL BE 114' x 1' SELF DRILLING SCREWS. 6 • ALL SHOP CONNECTIONS SHALL LL S E WELDED. 2- THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE INTERNATIONAL BUILDING CODE, THIS IS TO CERTIFYTKAT THE CALCULATIONS AND SPECIFICATONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESS1oNA1 ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2()09 INTERNATIONAL BUILDING CODE. "An Aphrowwc Set Of PIar:s Must Reirrecn on , .., r ,9P7 �CW ItFe, Every effort I. code violation;: reviewer shall bt to violate, cam.: any applicable c:° review and permit as:.: Rfr TZ>4 ALL CONSTRUCTION ION SSTO�.gq__ AN FAMILY WELLING AND STATE OF GEO �4 J SEP 0 ? 20110 CAROLINA CARPORTS, INC. 1 PUP Ram ite at A ;1 linos" rna4o to identify oversight by the istrued is e`ithority :1ter or set aside or ordinances. The riled 1,43//2.. MUST COMPLY WITH THE THE IRC OR: AND TWO ODE 2apy EDITION GIA AMENDMENTC. TABLET - 8OW FRAME AND PANEL FASTENER SPACING SPECIFICATIONS WIND EXPOSURE CATEGORY BASIC WIND SPEED 3-SECOND GUST (MPH) 1MAXIMUM BOW SPACING (FEET) AVERAGE FASTENER SPACING ON-CENTERS ALONG BOWS, RAFTERS, AND POSTS (INCHES) INTERIOR BOWS END BOWS BORC 100 T 30 5.0 5 6 PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REOUIREMENTS OF THE 4.0 6 6 140 TO NOTES: 1_ Spec Mcetlons spore:We lo 29 gauge (100 b 130 mph) and 25 gauge (100 to 15D molt) metal panels fastened directly to 2 or 14 gauge steel lobe bow Iames. 2. Faslenere consist of 1f4' -14X1' sell- dr191r auews with control seal washer. 3. SpacIfica ions appkabie only for mean robl height of 20 feel or less, ernd roof r:bpes 111 14' (3:12 pllctt). Spacing requirements for other root heights andlor Slopes may vary. TABLE 2 - ENO POST AND END WALL PANEL FASTENER SPACING SPECIFICATIONS WIND EXPOSURE CATEGORY WIND SPEED 3- SECOND GUST MAXIMUM MAXIMUM END POST SPACING (FEET) AVERAGE FASTENER SPACING ON- CENTERS • ALONG END POSTS (INCHES) BorC 1001o150 5,0 6 NOTES: 1. Specifications spp losbfe to 29 pugs (106 to 130 mph) and 26 gauge (100 to 150 molt) metal panels fastened directly to 12 or 14 gaups sleet tube bow frames. 2. Fasteners consist of 114' - 14X1 "seif- dr1111rdg screws wIth conlrol seal washer. 3. Specifications applicable only for mean roof helghl o120 feel or less, and tool slopes of 14' (3:12 plIcll). Spacing requirements for other roof heights snd/ot slopes may vary. WINDOW AND DOOR NOTE CARPORT WIDTH MAX DOOR WIDTH EXTERIOR WINDOWS AND GLASS DOORS SHALL Eli TESTED BY AN APPROVED INDEPENDENT 12' 6' TESTING LABORATORY, AND BEAR AN AA/AA OR Kph% OR OTHER APPROVED LABEL 15' TO 20' 12' IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REOUIREMENTS OF THE 22' TO 24' 16' FOLLOWING SPECIFICATION: 26' TO 30' 20' ANSLOAAMARIWWDA 101NS2 2187 THE CONSTRUCTION SHALL BE TESTED IN ACCOODANCE WITH ASTM E ss0, STANDARD TEST 32' TO 36' 24' METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS. AND DOORS BY UNIFORM STATIC AIR PRESSURE. 35'' TO 40' 20' CAROLINA CARPORTS, INC. i. a. 'N• Nfl12 OFI Id OP 11 G.L GRiaio ACEA NETK 1100! F1019.1 IA! TINE° TO 100 Ff AMENRX 1.I4-• 1'10r-a WITH 201.0110- SUAL wKMER IEEE T 111E 1 /OR FASTS 1R inlMal 12 9 iOX EAVE O'11004 H Q 11 Co_ 0AiW10 META] ROOF P11.8= FAS 1/01213 TO IOW F 0J 11011)1 IM . rMPt, 1011) 00)11101 EAL Mws.11.101. met 0.141 1 P01 FAO.CI 0..10 SPACING] 1' MORN GRADE 1101/OCTTIYC s1AI rp01GAT10N OR TOP OF CONCRETE OONItlUDUE CONORETf 8U16 (OPEN CAR►ORTY own ; sver 11x1e0W iMM TYPICAL BOW SECTION 1100 T9 15001 02 •-P' TO iIM LE6 HEM Al W.0010. I110alf a! u 0,1111 20 .2.17111.00 2001920 1 . 111E OE7.A ' ,NME1 10• L1 3 FINIS) GRADE MoMGLmsc sus FOLOR am. OR TOP OF CONCRETE cuN10000030010 z7E !w (OPEN CARPORTS ONLY) afro l .SUSPAN TRUSSED BOW SECTION Mal To 51.221 0 p9 OR 0e 0A, 00.1W01100 ILEIAL I2001 PANEL E IIIiT(>ou 1N 0ONMAW Willi U.' r 1' Soft omit 004T2OI 11•.1 wws0ik O t' O,G 1111.x. OFE TABLE 1IOR I.S110f/1 *Pima= 110000. TTRIC 011.5 ION1.GAT]3o 2)011nN1/211/E CONCRETE 9.1.0 OP EN CARPORTS 01.0) •1�0" A11x. mu! 1101101(10(0 0:00 fOuN010110 I CO11T1W005 CORORETE SKA1F 10P$1 Cr1c>ORTO 0111.Yj 574 1.90. tow sm.: 11.0.mks 0101 • W 0111110,. C P ORTEW.V Cp.ry 110100. sit't 5P 1'1m.. g/ 1' 0101st tATNM 10Z ea na 1. Wan 0OF 0 4• 1' OF EAQ19ONTN.T11FXTE15.002 111EE 0ET1.1.1.I /FET CO 1 ♦1 TYPICAL. SIDE EXTENTION SECTION Nol To Scale 1'11 • b--11 LA, 1100 IAA]l LLL 1100 p .0 11 / ry 1100011]! 1.1O7JR M, Y.I1n 1100111! pit 0011 IN11 1101 111E Mrs. 1.1100 100 q GABLED OPEN END WALL SECTION Nol To Scale 1 CAROLINA CARPORTS, INC. — • vas R1! aaP 00011 >V1 5. 11rP. r OVERALUL LENGTH VARiES DEPENDS ON NUMBER AND SPACING GWEN'S •1 wr.ovolla Nog 1111CWITIO MTN •L71 a CIWITILLICT 10g. 01.1. 1A& f, sport or hI , 11,11- Eh 11;101 ICI aft IIIIIIIPj•rl . ii.....1 pi• 13. _45)_ I_,4_ .......-4141741•111111111111111=111Mitt.... . Amid— ..........._........_._......._Amig% IMIlliall111111111110111 MIMI sat Fa. EILECTID GARAGE DOOR MEIN 1111111141 islis=.ftrrri ?_.mommi,,,i MEM MIMI' MIME M EM If= JIM& 1111111111 MIME!! RPM' =iiratisitrEamiraitrainsuravaitsillaniai 1 ON MIND A...CHOWS 71.1:111.1..O. WEE 061401 3.1101XET 00101 SIDE ELEVATION T o Sow,. .0 FRONT WALL SECTION maa To 3.4 TS HEADEA 25 05 22 GA GALVANIZED MEAL UK PANEL. SEDUM WALL PANE.* IV MOW RA/14 AN1) /DC rbSl 5l Oral' Oaf OHRAIIHS %CREWS 541 GO w1Ao4 SEAL WASH EA Q t• O. ENowALL 15 F061 OHOLINVANCHEuiS g P05* 1.OGA105N5 rsEC 511FIT 4C.:3111 4401 M01.~ o•CHETE UAL WNW RUCTION 116E 5E14.1, Man 54511 OVERALL LENiiTH VARIES DEPENDS ON NUMBER AND SPACING O BDWS it 41 • 41 11 ti 41 44(10 5PS.PlOOfltOlSIISD Itor NV, • woCo0/10 NOT MAW.* 0 votio 54011111011 rem cOusro,101NON 004 01400 I.t11 •OFIN r-01; •I!..:41.1-PIzAtfrlidlE111 )1 VI I iYi,-.1Y1'.-P_Iiiii_1!0-1.71f1F.,11Ell 14 00014 ENITNITer.ATTOJ, TV LONG Him 05 000 AND Col 61% A61C1011 451.0 Dt1A.L.3.41EET OF 0 III•Ir r4T 5,0' SIDE OPENING 1 I ifir-1:•.:! ; -'. • 4 1 - t ; i .... •• !•%: .- .-.....:';Ai. " it I I 2 10 .1.''' ■'..-•= 1'?‘,';:C V41. S',0' 's N '..(-:.■ ....''''. L''''''''''j....t`I'',./,.// ' (7-.,rz • i 1") ' ,..:,.-I •........"--.....„., ' .I I L.- k I__ -,.--. r- 28 OR 25 G>XLVATIlfir' METAL HOOF PANELS (1 ,.......- U :. /J 1J Nol To Scrk MAX TTAX NM PAX -.daniIIM inks, .4alUM111111111111111111111d, ,e3RIVAIIIKW1111111 MI1111111111=1111111■V ii1=111=1111=1/111110MI 11•111IMNIIIMMIMMIMMINIIMI N11111111111111111111111mrommrafr MAX MIA 111.11i 1111111111M ;OWN= WIC MN I MN 1/111.1.0 (1115111Eirr E il —MI!" I I= II I •• - 106 REP '7 REAR WALL SECTION I 6.10. TS E1l3WALL ACT 25 OR 26 GA. GALVANIZED METAL GIDE PANELS ONO ITO AMOS:IRS • IS'O.G. wAX isEs. OE lAt WEFT 6 Or 0 Ioup.../00 NOT RI Mulfl CANICOLlt 1110 CORO MIX NON. ToEtwl I. ITOTifl 40154 CAROLINA CARPORTS, INC. •-• 45.4546 11 -- IMP logo 5. OOP ---^" ASP 61.-E1 4I 4t 11 11 11- SEE TARIM S 21 Oft 25 GA. IS•FANEL POOFING WITKINAI SEX PAHISLIH SEE TM:LE 1 . Al SEE TABLE 1 sEf 1106LE . IF r ■I 1 : r a 11151111E1117.2111:_=111E1 1112:111EJIIENTED191174111S111:71111=111 III=Illoial tr 1 = INEIRE MIRE = lallIE/11,111rEH _ma. 1 = - - =iir,...:111- It ..- . ... wr.ovolla Nog 1111CWITIO MTN •L71 a CIWITILLICT 10g. 01.1. 1A& f, sport or hI , 11,11- Eh 11;101 ICI aft IIIIIIIPj•rl . ii.....1 pi• 13. _45)_ I_,4_ .......-4141741•111111111111111=111Mitt.... . Amid— ..........._........_._......._Amig% IMIlliall111111111110111 MIMI sat Fa. EILECTID GARAGE DOOR MEIN 1111111141 islis=.ftrrri ?_.mommi,,,i MEM MIMI' MIME M EM If= JIM& 1111111111 MIME!! RPM' =iiratisitrEamiraitrainsuravaitsillaniai 1 ON MIND A...CHOWS 71.1:111.1..O. WEE 061401 3.1101XET 00101 SIDE ELEVATION T o Sow,. .0 FRONT WALL SECTION maa To 3.4 TS HEADEA 25 05 22 GA GALVANIZED MEAL UK PANEL. SEDUM WALL PANE.* IV MOW RA/14 AN1) /DC rbSl 5l Oral' Oaf OHRAIIHS %CREWS 541 GO w1Ao4 SEAL WASH EA Q t• O. ENowALL 15 F061 OHOLINVANCHEuiS g P05* 1.OGA105N5 rsEC 511FIT 4C.:3111 4401 M01.~ o•CHETE UAL WNW RUCTION 116E 5E14.1, Man 54511 OVERALL LENiiTH VARIES DEPENDS ON NUMBER AND SPACING O BDWS it 41 • 41 11 ti 41 44(10 5PS.PlOOfltOlSIISD Itor NV, • woCo0/10 NOT MAW.* 0 votio 54011111011 rem cOusro,101NON 004 01400 I.t11 •OFIN r-01; •I!..:41.1-PIzAtfrlidlE111 )1 VI I iYi,-.1Y1'.-P_Iiiii_1!0-1.71f1F.,11Ell 14 00014 ENITNITer.ATTOJ, TV LONG Him 05 000 AND Col 61% A61C1011 451.0 Dt1A.L.3.41EET OF 0 III•Ir r4T 5,0' SIDE OPENING 1 I ifir-1:•.:! ; -'. • 4 1 - t ; i .... •• !•%: .- .-.....:';Ai. " it I I 2 10 .1.''' ■'..-•= 1'?‘,';:C V41. S',0' 's N '..(-:.■ ....''''. L''''''''''j....t`I'',./,.// ' (7-.,rz • i 1") ' ,..:,.-I •........"--.....„., ' .I I L.- k I__ -,.--. r- 28 OR 25 G>XLVATIlfir' METAL HOOF PANELS (1 ,.......- U :. /J 1J Nol To Scrk MAX TTAX NM PAX -.daniIIM inks, .4alUM111111111111111111111d, ,e3RIVAIIIKW1111111 MI1111111111=1111111■V ii1=111=1111=1/111110MI 11•111IMNIIIMMIMMIMMINIIMI N11111111111111111111111mrommrafr MAX MIA 111.11i 1111111111M ;OWN= WIC MN I MN 1/111.1.0 (1115111Eirr E il —MI!" I I= II I •• - 106 REP '7 REAR WALL SECTION I 6.10. TS E1l3WALL ACT 25 OR 26 GA. GALVANIZED METAL GIDE PANELS ONO ITO AMOS:IRS • IS'O.G. wAX isEs. OE lAt WEFT 6 Or 0 Ioup.../00 NOT RI Mulfl CANICOLlt 1110 CORO MIX NON. ToEtwl I. ITOTifl 40154 CAROLINA CARPORTS, INC. •-• 45.4546 11 -- IMP logo 5. OOP ---^" ASP 61.-E1 4I TMTAU UP, F ETAMITSNAY710'e M1 0o11 WE ANL WJNk 1' Of- EACH tote Aura WEI Mauve ncxr WORM S'MLT06TAJAR B® WAu EECBMd I.1D11[RTDSC C ONC. FOOTNO I 2 PM UM, EE INFOILL'.LD SNTN PPS CONINAJDDE room IQ a FEr7w0TJI1NIVDR 1 f W IASl w7. w11N r0' LAIN EOk ALENG SOB W NIRJM A. CONiIMIOLIS t- CapOREIEPAVENEar CDICONCRETE BASE RAIL ANCHORAGE Q CONCRETE BASE IRAIL TANCHORAGE ALTERNATE BOW POST TO CONCRETE FOUNDATION CONNECTION DETAIL Nf1 To 5c4 DMA Mr INdLE IrDA0U1i1 1n' RAM RAII AND EFLUR110 ANCHOR EYE WITH 1D' OIANEI ER THROUEM $J.1. 10P OF SOO. OR CONCRETE N AU E•Y AMONIA ME ROD JO' 11.04G H1TN 00L E- HILIK r WASHERS r IswNf.uSEMIL CBASE RAIL ANCHORAGE 7.11210461 CIA FJ4MNC 7-111• FOR 17 GAFANANG lid 7o Scala r /E GWCf u- ODDINEL PRAM FAS1E24ED 10 M LLG AND 00're. PDERI061E9 AT 46 DEGREE& Wild T -1N•r ATJA CONCRETE: . -- I� ' 2{1 ,3 CONCRETE YINLL POPE A MIMNUN SPECIFIED COMIMESSNE 511RE31G11<OF E1O,P51 AI El IJA14. CCAr#R OVIR REIN FO14CAWU IlEEL FOR FOJNDA110NS. M1W ANM 00444I11 E COVER OVER FaeEiFAOCIVG BARE SMALL BE: ] NCrIES or FOUNTM1tl4S WMERE ME CONCRETE 6 CA.S7 ^GARNSTJAL FERMAHE'USN W CQYTALTRY IIH ME FAITH OR E1VIDSED TO THE EARTH OR NV/.I HER AND I IM IN•kflieSELAHERE RENFORCIHG BARS EMDEDOODN GROUTED CELLS &LALL RAVE A IMMUNE/EAR DISTANCE OF WINCH FOE FOIE GROUT OR 1R NCH FOR COARSE GROUT NEWYr&EN MIN POROPPO ISARR AND ANY /ACE OF A CELL kEtRJOROMO BARB U3® 44 WSOWLY WMaa SWILL HAVE A ETASONRYCb.' ER 11NLnWIND GROPT1 OF NTT LEW THAN f IAGHES FOR 11446CNNEY UNITE YI1TN FACE EXPOSED TO ELR1N OR WEATHER 1 SD PICA ES PO: YAGiLNY UNITS MOT EXPOSED TO EARTH OR WEAMFR. RHNFDRCtI0 STEEL THE REPO DRUM SEEEL ENAIJ. SE LIM14J4GRADE AO OALVANOAT0H 4F-0,L AOCESEORIEE FOR MEIN EX MAJOR WALL 04425L242141 AIM NOT OOIECTLY 6% 05E0 TO TOE WEATHER SHALL RE QKVAIOPLD W 2000A0A4C1 4,112 ASTIAA 151. CLASS 6.7. IIfIAl PLA11 W-'TE CT0R5. SCREW& ROLES ASO NALS ExPOSEC OLRECTLY 10 THE HEATHER 1414111.115 GYM LESS mu metal D:PPFO OALVANIEEO. RENFORL'EMEJ11 NAT' SE 16441 W 141E G90P OP. THE F1M0 MOOD 1. ALL REINFORCEMENT IS BEM COLO, 2.1 HE 04AMf1ER Or THE BEND, HERS IIIIE0 ON ERIE II E CF TEE EARL 15 N0T LESS THAN 5111.E■2 014.1.W1 ER1 MO f. I1EL+FQICEMENI PARTIALLY EAISEODED PI =NCRET5 SHALL FLT •1 E$O BSPZ 1. EXCEPTION: 424462E BENDLYG Is NECESSARY TO ALIGR KARS. Was WJ1HA VER1 CAL LtLL. BARS PARTIALLY EMSED:I501N C10.MIE1E SI4A .4 EE PE 245111D 10 BE 6E741 01 A IL OPE OT 4101 MORE MAN 1 NCH OF R20N TAL PISPI ACENAINI10 S INCHES OF VERTICAL BASS 101012. CAROLINA CARPORTS, INC. 1. 1d1IG 4416 4N1EI SOFT. 2.^,222. 16 GA ANGLE OLP SECURE TO POST AND HEADER WI 1N10' $DPs -20N TOP ANO 2 ONSIDE TS 611.10 TS 80A' POST 26 OR 16 GA. GAL,. METAL SIDE PANEL 7 a 1#2's 1 12'd- 16 GA CLIP AHOLE 11RE O BOW PAST 5T R AND BASE RA1I. YV14.1111c1' 6DFI 1S CONTW UOUB SAGE RAIL 0 END POST /BOW CONN. DETAIL 0 END BOW /BASE RAIL CONN. Mai To Stale No1 To Sake 21222' 16 GA ANGLE CLIP SECURE TO POST AI HEADER wr Ord' SOPS•2 Oil TOP HEADER TO POST CONN. DETAIL 0 BOW /BASE RAIL CONN, DETAIL Not To Scale Mato Scale CDSECTION Nol To Bce4 i,Sz111c'SOF 11' 0.C. DB x 1 114' SOF CP B'O.C. 1 'NE' CURTAIN I8 GA. SECTION THROUGH ROLL UP DOOR HEADER Nol To Scale CURTAIN: 28 GA. galvanized steel w1;11 baked an epoxy prime' 6 polyester 14* coat. 1 Size vanes. See Wan ! Herder h pot! conrucLI um with apple dlp. See detail T. II II II 1 1, } r1 L::...= .,.S 1 . ,/ 0 NO1E. 1i GA FRAMING LS 2-171N2-12' IU3L 61EEL 12 GA FRAi11ND 16 2.1N1r.2.1t a TIRE STEEL NPPL.ES ARE 10141Q -114' 12 GA T.E. FOR 14 GA F+RAAI&JG. N1'PtE8 ARE r12 12 GA T.S. FOR 12 GA RWWNB. CAROLINA CARPORTS, INC. ••• o. 'sea NTe "'�'OOP 1 iMTtT • OFa