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HomeMy Public PortalAbout09-0508 Ring 1 8 CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 12-3-2009 PERMIT#: 090508 WORK DESCRIPTION INSTALL SLAB FOR FUTURE CARPOR WORK LOCATION 67 VAN HORN OWNER NAME DIANE HOSTI RING ADDRESS 67 VAN HORNE AVE#HC-32 CITY,ST,ZIP TYBEE ISLAND GA 31328-9726 PHONE NUMBER CONTRACTOR NAME DIANE HOSTI RING ADDRESS 67 VAN HORNE AVE#HC-32 CITY STATE ZIP TYBEE ISLAND GA 31328-9726 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 25.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $1,300.00 TOTAL BALANCE DUE: $ 25.00 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. difyvieLe d),6 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 , . -0.; • . #.4.2.,,p, ,,• .. ....i.. t• City of Tybee Island • Community Development Dept. •,'...--•' .•-• . Inspection Report ..... ..,. 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31323 asaa MI . . - e•• Phone 912.780.4573 ext. 114 • Fax 912.736.9539 :4'4.z n'.....g.•;, .......„....... i i . . Permit No. /94 -0 Y2) Date Requested Owner's Name 112) IX-no Date Needed Gen. Contractor Subcontractor _AgTiipiel 74.7-45 Contact Information 1 ,1 /41„,, Project Address .40 V /C) - , / __. Scope of Work 1 )A5-1,4/1 1 124 Zi -,; ri TE-rAL 4:440-7-67- , 1---- '7 )Ci 1 01 i („) , inspector Date of I 4tion ,,,,--- § 1(3 / , Inspection 110c4mr,-1-. 1:1 414....., 1-1 . . Fee 1 . I! Inspection Pass 0 Fail 0 Fee I Inspection Pass 0 Fail o Fee Inspection Pass 0 Fail 0 Fee k04011 *4 CITY OF TYBEE ISLAND BUILDING PERMIT ADDED CARPORT TO SCOPE DATE ISSUED: 01/05/10 PERMIT#: 090508 WORK DESCRIPTION INSTALL SLAB&CARPORT WORK LOCATION 67 VAN HORN OWNER NAME DIANE HOSTI RING ADDRESS 67 VAN HORNE AVE#HC-32 CITY,ST, ZIP TYBEE ISLAND GA 31328-9726 PHONE NUMBER CONTRACTOR NAME DIANE HOSTI RING ADDRESS 67 VAN HORNE AVE#HC-32 CITY STATE ZIP TYBEE ISLAND GA 31328-9726 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 50.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $2,900.00 ADDED$1,600 TO VALUE TOTAL BALANCE DUE: $ 25.00 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: ,/,64(:). 4„,_e__) C 4/11/ P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org w ro . a. i TAL CARPORT INSTALLATION PLANS AND DETAILS i i AND VFRAMING AND FASTENER SPECIFICATIONS • ., , lit ,''' �I PREPARED FORS CAROLINA CARPORTS, INC. P.O.BOX 1263 i DOBSON,NORTH CAROLINA 27017 GENERAL NOTES: I. ALL STEEL TUBING SHALL BE S4 KSI STEEL 2. SNOW LOAD @ 30 PSF, 3. LOCATE ANCHORS AT EACH END OF BOW. NOV t 4. FASTEN METAL ROOF AND WALL PANELS TO BOW OR ENL)WALL FRAMING WITH t 114`x V SELF DRILLING FASTENERS WITH , 88 CONTROL SEAL WASHER 0$U.C.MAX. (SEE TABLES 1 AND 2 FOR FASTENER SPACING SPECIFICATIONS) 4' 4► S. ALL FIELD CONNECTIONS SHALL BE 114 x V SELF DRILLING SCREWS. s - G. ALL SHOP CONNECTIONS SHALL SE WELDED. „.16522 is,' 'ROFESSIONAL ÷ T. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE INTERNATIONAL BUILDING CODE. 9. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED e 11:b .0 4; THE UNDERSIGNED PROFESSIONAL ENGINEER,AND ARE IN ACCORDANCE WITH THE REQUIREMENTS II • `� pious? N OF THE 2006 INTERNATIONAL BUILDING CODE,AND 200612007 SUPPLEMENTS. 4 m m m \IIISI CAROLINA CARPORTS, INC. V r"/-4Y - J �2-23 -3 . 9 - 2. . f ,11 SOW FRAME AND PANEL FASTENER SPACING SPECIFICATIONS i'cu AVERAGE FASTENER SPACING a_ BASIC: II WIND SPEED MAC RtFTRRS,At }POS , • • s + ONC (INCHES) i :1 EC OND GUST a[iSPH) INTERIOR BOWS END BOWS i ti 100 T0130 5.0 6 4 1411 TO 150 4D 6 6 .; .from applicable to.1MI gauge 000 lo 196 eye arni 26 gauge(WO to 160 mph)metal + .- ed c to 12,,r 14 gauge steel lobs bow frames. I cot Islsf oS IW-14X1"seltdreing scums with control<<• .- tc.i, ;-,+Mile onl for -...1./.." ;: . --01 -slot less,and roof slopes of 14"(3:12 pitch)-. Spacing r :mergefor other roo f heights andtasdopes way vary. I 11 0 PCSTAND E&D WALL PANEL FASTENER SPACING SPECIFICATIONS BASIC AVERAGE FASTENER JAI N A:CO aM ENO Wfl4D SPEED SP14C[23fi Wit+!-CENTERS ;; 3-SEGO GUST POST SP, CINt: ALONG END POSTS :,, 'id (MPH) (FEET) - (INCHES) 1 r I. 100 to 1511 60 6 odious epplice Me to 29 gauge(140 10134 mph and 28 gauge(1110 to 154 mph)metal panels fesia ned ' [ zoo :d1, : to12ir14gE use sta+ellUba!xiwfumes. ; «3s eon aist of *-14X'1`self-drilling MOWS v llh CORM seal washer. i :alums appliica ble ant)for mann roof height cif 20 fee!or lem:,alibi roof s opra of 14'(3:12 pltchj. Sparing 31;. e l I Monis'or Mkt,roof heights smiler skimp may easy. .. , . ._.� a fry;9 f _ CARPORT MAX ODOR )) r lil r )00F4 NOTE WIDTH VillOTN i 11t622 $ ! - • J ' N iiEi c ;5lkNC GLASt DOORS SHALL DETESTES)SYAN APPROVED IIC ENDEtft' 12 8' CP I 1;11 i D- V.IrNOBEJR..ANfAM ORWDMAORO HERAPPROVED[ABEL 18"TO�' [ 12 `Q t cj -I if If IANUF.tCTURi t PEEWQ MANCEC1ARACTERI$T(CSANDDAPPROVED '4t ke, 6t'1 R- m 1'.0idit 'IONE TI Y1fYU1D1GATEC OMPLIANCEWITH THE:REQUIREMENTS Ol THE 22`TO24' 16' 41P�!!L'�14 m • ' 26'TOW 28' — CU rtr'?fi:!1 10ttfir2Ng? d' Luc:r,i VIA U.DE l E8Tf31 uaACCORtI !cE Willi AMU E 330 STANDARD TEXT 32'Tee 35' -2A' ( A D-fl CAROLINA CARPORT I C■ N i r: L ig.En i UGTUi t i.PE ZEORMANCE OE EXTERIOR WINDO�li'I'5,CURTAIN WALLS,AND P NIF OIR■i STA'IC AER PRESSJRE. 38`1{7 40' 311' `-+ ... .,_---, ._.— -- — x. r I 1 L-rAm1 /! A .,p K° I l(+I+) ff\ /T1 1\ t3 yH C ;.1 72, ! I El i a I I r-e" ll\( aI; I In it m \V 0!Y1 t g i xR - rt, 0Ii4 I II0 t II At Ii— 112 A - A 07 I ti a $ 4 . Hk, v g 1 1 t 5 W 1 11 1� 1 ) 1 1 1 ill U7/ 18'6 1 // I 1 14..LI iii ;, ..�. l - y I : 1 6_—_.. — .4 AV- I r 4771 ,e 12-14-2009 14:22 PAGE:3 i city ofybee Island . Community Development Inspection Report Ave. . P.0, aox 2749 = Tybee Isfaind, GA 31328 ppne 912.78C.473 ext. 114 = Fax 012786.9539 / ,_Th cm, l'erin it No. (..,...21 J 3 Requested , 7) , Fibitner's Name Date Needed 0 fen. Contractor Subcontractor --„1 bontact Information i( iroject Address rocope of Work fnspector Date of Inspection .,-- inspectio /n ;) ,6 Pass Fail 0 I , I • inspection____ _ Pass 0 Fail 0 I I Inspection________________ Pass 0 Fail 0 Fee I 1 , 1 , inspection________________________ Pass 0 Fail cj Fee I ------ — • CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT a 11/ m,«, Location: (ol \a.v p 1" h PIN # Cs2,1 l ( 7 1(o Tha 'NAME ADDRESS TELEPHONE Owner iN - Architect I\ or Engineer Building Contractor • • c i. r c7Z S I o-2.38-3561 (Check all that apply) Repair n Residential ❑ Footprint Changes Renovation ixr Single Family Discovery Minor Addition ❑ Duplex Demolition Substa tial Addition Multi-Family Other ilsece5cDc-r + rtr Commercial Details of Project: I )` V at S • l 41 r J _ L-`-D � f iZ A SS, c 11zctc c � Estimated Cost of Construction: $ _/ 300 e3° i���`'�' `� Zs I, 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 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. .deDate: Signature of Applicant: {. -`f f 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 ii 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: I Sig .ture Datie FEES Zoning Administrator MIA l.1( I Permit Code Enforcement Officer 77 ©o Inspections Water/Sewer r Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL _,Z12( 6* 491*P-749ye- ! e /-■ -oe s .mss' '1. -'.7 -Iz ten. mil/ /."- LL- Y' 09-7V/If9 01-4- _ _ _ Notary P Uc KAREN}ate ESHER My Commission Expires my /1 01 July i- 2013 , ' \ REVIEW FOR Cone COtMP ,LANCE 7 \ Every effort has been made to Identify code violations, no oversight by the \ reviewer shall be construed as authority ,N to violate, cancel, alter or set aside any applicable codes or ordinances.The \ review and permit should not be con tru d as a warranty o rantee. Reviewed By. I .. Date 3 D6 C) -74 '', V "An Approved Set of Plans Must �, 'r Remain on Job Site at All Times" i? 1 v 7-(77 ,/ *lb/ v ) ,'// ALL CONSTSU1 TION MV ,`t LY WITH THE `,t SSID 1041 �' . .,. AND TWO ; / FAMILY DWELLII•to CODE • •C \EDITION . v AND STATE OF GEORGIA AMENDyD�TS ``'\ e.....‘ \ -7 -,,, \'-. MONOLITHIC SLAB ON GRADE; PER FEMA REQUIREMENTS MINIMUM FOOTING 213 INCHES WIDE BY 24 INCHES THICK WITH 2 #5 REBAR, BOTTOM OF FOOTING MUST BE A MINIMUM 7 ./ '\4 \‘'` n ) OF 2A lN(4 FIR bELOW FINAL ah*p6, , , \ OVER LL LENGTH VARIES(100'MAX-) - _ ...^ .a 4`'' DEPENDS ON U1 BER AND SPACING OF BOWS C r 1 .-!L:; �� .. 'rt�ndh f I. �I JGq `4y"4.e--'7`i. `�;`,; 'ham•;; II I II Ii r" ME f=TAR, q 7VICTUdLi �!' I: �' L- t[ H 11 f t _. .. r '� e I " r' )4 II , II H „ 1139 EAST 3rd STREET, SUITE B. • • -11 r1 ;: JACKSON, GA. 30233 .-_,-, 1t H H if4_ ,, r r f, �r TOLL FREE 1-800-238-3501 n rl 1I 1! If at 6'TYP. I y 29 GAGE R-PANEL ROOFING p -I - Ii (OPTIONAL SIDE PANELS) ,n 12 ° r Li NOTES: al ili 19 FTC.DETAIL ` q SEE.Slit.3 1. ALL STEEI.TUBING SHALL OF 50 KSI STEEL. o ! a p 2. LOCATE ANCHORS AT.EACH END OF BOW. tttt LL SEE TABLE 2 SEE TABLE 2 SEE TABLE 2 SEC TABLE 2 3. FASTEN METAL ROOF PANELS TO BOW `1' -I f 6' \ -►I &° �__ - t FRAME WITH 914”k 3Jd'SELF DRLLLIfJG Z 0 CO—111 6' FASTENERS B B'O.C.MAX L N 1 I ' 1.ii-q‘ 4. ALL FIELD CONNECTIONS SHALL OE Q I = 1 1E1II=111"1ITE111M111EFI1- II=I IEIIIEIIIEIIIE III-IIIEIIIEIIIE I11E111EIIIEI11E11 - 114`x 314°SELF DRILLING SCREWS W l� t EEfiljE111E IIE1 = IIIEIi1E111EIIIEIIEIIIEII1- — = -I11EIIIEIII= — 5. ALL SHOP CONNECTIONS SHALL BE W WELDED_ N r� / ► r LL 0 ■■ r / -C' f C� -• "E 6. THE PLANS ARE VALID UNTIL THE LL ( I_, a. NEXT REVISION OF THE INTERNATIONAL ANCHOR LOCATIONS BUILDING CODE. �._ SIDE ELEVATION 2 > >- Q -�"r SCALE:NTS � � U f n Building is not Certified unless Certified Package is purchased J co u O. NOTE: OD Q L��n "°' ALL WIND LOADS ARE IN ACCORDANCE WITH ASCE 792 _�` M .__.) V BASIC WIND SPEED 120 MP.I 180I.IPH TABLE 1 AFAR TABLE 2 IMPORTANCE FACTOR 0.7 j 0.77 POSTIJ ' '.1 j BUILDING CATEGORY 2 2 POST 1-(EIGHT POST SIZE: B4 W SPAN BOW SPACING 120 A 130 mph 1 _EXPOSURE _ B B INTERNAL PRESSURE +J-0. +l 0-55 5'-] TS 2 iI2`x 2 112' i• GA 12 GA 12-18' T-6' COEFFICIENT 8'-0` :TS 2 112°x 2 112° 4 GA GA ...... u, u: COMPONENT AND WALLS +26.21-33.4 PSF ►30.71-39.7 PSF 20'-2d' 3'0° § 10'-0" • TS 2 1 @'x 2 112" 14 GA 12 GA i ii CLADDING PRESSURE ROOF +17,7/-44. PSF 1+20.81-52.6 PSF 1743' • TS 2 1/2`x 2 1!Y 4 GA 12 GA1 ROOF DEAD LOAD 5 PSF • 48'CORNER BRACE REQUIRED m m z > ROOF LIVE LOAD f 10 PSF ¢ a a SNOW LOAD 10 PSF rUi1 r — J t/5 4 c /I) /QL.1- s .1 ';'.. ......lig ...:12.. ''.‹.,-;_la.,5' _ /- 44: '''' , X 29 GAGE GALVANIZED �r/�f/Lo y METAL ROOF PAN!EL9 ear �II''T�ii �' G? ? J. h r j4 FASTENED TO BOW ,Z 12 FRAME WITH i!4'x 314` 3 L-_f" ��C,L T ��} s SDF's(nj 8`O.C. X�5-1�GAG • T`S2.sk 2.�_ L.„...ili 2 �,, /'': .�, 2 314" 4'-Q•16 GAUGE r ��- n 1 . ' ` -...*•,.. �� .,� U-CI-tANNEL BRACE •• , ‘112 1 /•.' —2.75"12-GAUGE 2'LONG '� FASTENED TO THE LEG ,` CENTER BRACKET `�� AND BOW POSITIONED Lw wQ BRACE SECTION Wl2-1 DEGREES a QO ta0 0 {10'LEG ONLY) DRILLING SCREWS m O 4;4.- i ' NTS AT EACH END u_ (4 PER BRACE) 0 NN Nn J In ca nJ v O rn x �� 5' 1.5D•x 125'16 GAUGE p Z ni in 0/03 �.° HAT CHANNEL Q 21°o.c. ut 3 r m rn� o ' FASTENED WITH(2) 5 4 i-- —FIN.GRADE OR �F `` 116"x 314'SOF's a CC o Mk an- TOP OF CONC. ° _ .--. Mr 5225x 22s (� 24•-(1"MAX.BOW SPAN ROOF PANEL ATTACHMENT Q Z <-- 1 ' (ALTERNATE FOR VERTICAL ROOF PANELS) a' CO r `�- SCALE:1"=1'-0" W LLi N Q TYPICAL BOW SECTION I C9 FkSTEAFCORNER CiRACKETTORAF-fER ' i w SCALE:NTS WITH 4-1/45f314"SDP's,TWO ON EACH FACE Li. I2 a, IL AND ONE ON 1°LIP ' W •. I NO SCREWS .� W//// L._ REQUIRED .' 0 IN BOtV KENO f ,'' _ f _ Et �' , / TS BOW RAFTER / Li t , 1'iJP ' �'l LLI 5 2.75`x 2.75° A". �' . i ' 2 ,ORN ER PIECE i9° ' ,' 401:10°.1.21"2x,2'15`16 GA BRACE 6° �' /' 12 GAUGE ' ' LEGS ONLY) 12° �w r ,i 3.' ' INSERT POST TO CORNER BRACKET SLIDE POST/RAFTER INTO CORNER •� '� FASTEN WITH 4-1/4"x 3/4°SDPs •' ' 45° PIECE AND FASTEN WITH 48`x 2 x 2.75°16 GA BRAG / ,' - 10`8.12'LEGS ONLY) . . TWO ON NEAR SIDE,TWO ON �' 2-1/4'.x 314"SELF DRILLING ) FAR SIDE .0 . FASTENERS ON EACH SIDE '� (4 PER SPLICE) / TS END POST w r L-4------ TS 2.5 x 2.5 BOW POST - x x o 3ii BOW/POST DETAIL 1 BOW/POST DETAIL J a SCALE:ar4'=i'-0• :=V-4)" 4 d b SCALE:314' (BOXED SAVE OPTION) o ce o. rn O d ._ 4'. TS 2_5x 2.5 x 12 GA '.(-7�4 ''■INSTALL 112'X 5"EXPANSION CONT.SASE RAIL `f' r .: DRILL 518"HOLE THROUGH THE ANCHOR THROUGH BASE RALL MIN �l BASE RAIL AND SECURE TO TS 2.5 x 2.5 x 12 GA t%1 _ ='� � ANCHOR EYE-WITH 1/2'DIAMETER CONT.BASE RAIL WITHIN 6"OF EACH BOW l�r_`i',� 7- ; III THROUGH BOLT_ ,. q I'tti�� 2"WASHERS 4� ,1\: ,, 4, ',_ ;l :,I 1 . - .all= ' *; --- ;' '_ . —111_111=1NEL 4t F�h�11111IIEI11111IB _IIIIIl1II �_ # .._ TOP OF SOIL OR CONCRETE SLAB I TIE DOWN ENGINEERING I 12' 40'LONG WITH 518`ROD AND 6'HELIX I. r��iii ", EYE ANCHOR,PART#59060 0 w m a • MONOLITHIC CONC.FOOTING(2500 PSI MINI a LT( z -REINFORCED WITH 245'5 CONTINUOUS ,' w `- o UI 0 I 0 BASE RAIL ANCHORAGE 40 CONCRETE BASE RAIL ANCHORAGE OC SCALE:1 112"=1'O' SCALE 314"=1'-0" (OPTIONAL) LL IN CO CONCRETE: 2 L11 C) ( CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH ill 1-11 CN 5"LONG TS 2.23 x 2.25 x 12 GA NIPPLE OF 2500 PSI AT 25 DAYS. Er-j Q Wf 4-SELF DRILLING SCREWS,ONE SIDE,ONE Oil FAR SIDE AND ONE ON HEAR COVER OVER REINFORCING STEEL W ��r� - EACH SIDE @ 4'UP FROM SPLICE JOINT FOR FOUNDATIONS,MINIMUM CONCRETE COVER OVER REINFROCING BARS LY (3 .I LLI SHALL BE: Li_ cK 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND a- PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH . I-LI f / TS 2.5 x 2.5 00W POST IN OR GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 114h INCH FOR T / FINE GROUT OR 112 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS ill -- `r� , NIPPLE 70 R,\ V 3116' AND ANY FACE OF A CELL. REINFORCING BARS USED IN MASONRY WALLS WC) v BASE RAIL/ \R -TS 2.5 x 2.5 x 12 GA SHALL HAVE A MASONRY COVER(INCLUDING GROUT)OF NOT LESS THANK CONTINUOUS BASE RAIL 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER Cf) W L� 1 112 INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER __._1 Y C) re- REINFORCING STEEL LLI III=1W1-111=111_ Ti1E REINFORCING STEEL SHALL BE MINIMUM GRADE 40. § 0 GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE p WITH ASTM A 153,CLASS 13-2. METAL PLATE CONNECTORS,SCREWS,BOLTS - - do BOW/BASE RAIL CO NN. DETAIL AND NAILS EXPOSED DIRECTLYTO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SCALE:314"=1'-0' I REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. ALL REINFORCEMENT IS BENT COLD, 2. THE DIAMETER OF THE BEND,MEASURED ON THE INSIDE OF THE BAR,IS I NOT LESS THAN SIX-BAR DIAMETERS AND § 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE BENT. ca EXC• EPT ON:WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH z▪ >- w A A VERTICAL CELL,BARS PARTIALLY EMBEDDED IN CONRETE SHALL BE PERMITTED TO BE BENT ATA SLOPE OF NOT MORE THAN 1 INCH OF < Z a H ORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH. EL ✓ 1 a 24'-0"MAX < :r+"'ti ' :0-f A lei V-0- 5'-0` 5'4' ••O" 5'-[Y 1,•70,.. rr' MAX , •r . •►- ,13�5�' n :J r:' 1: \+".i- '-•..:' _ `.i44• t �� � 'I`C 'I 29GAGE 1 tip iir1 '- ' GALVANIZED :� '1 �i"' I: _ '-' 1- METAL ROOF `Y` - 'I , �,`- I1 1 _ PANELS {�' ``\,'. MN „ y Y I I I n� '`l`. '1-• ti,` .4_1. I 1 I NOTE: . ;� I 1 I I EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY w , 1 AN APPROVED INDEPENDENT TESTING LABORATORY,AND HEAR Ii AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE O I I 1 1 ENDWALL MANUFACTURER,PERFORMANCE CHARACTERISTICS AND I i , 1 1 IL.„------- POST APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE ,I 1 I� WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: 0 It 1 II I 0 z I I 11 1 ANSI/AAMARJWWDA 101/IS2 2/97 IL in s 1 1 1 I l I 29 GAGE THE CONSTRUCTION SHALL HE TESTED IN ACCORDANCE WITH ~ `t rI. GALVANIZED a i _ _ I I _ • ASTM E 339,STANDARD TEST METHODS FOR STRUCTURAL Cl 0 METAL SIDE '.,–N �tH LIauPr�I1(17-m�I-'a�`"Iity–mmilimi GslI PATIELS DOORS BY UNIFORM STATIC AIR PRESSURE.CURTAIN WALLS,AND 11 11 — =I1 , ..I t 8 _ - z o co GROUND ANCHORS Q Z d" REAR WALL SECTION END TO LOCATION 2 W o NTS SEE DETAIL SHEET3 ������ w CV CO QCC -I LEI 24'-0"MAX ,�' / /L/ r r LL L.L u- Cl_ H- 5-0` _ 5-0' , . 5'-0' 9-0- —0 TS 2.5x 2.5 x 12 GA 4'-O'MIN. 2'-0'MIN. 4'-0'MIN. ' W • I MAX MAX MAX MAX MAX I > >- HF�40ER 5 NOTE: W . ..-_. 29 GAGE A MINIMUM Of STANCE OF 2'-4^IS REQUIRED BETWEEN V }''^ ',I'•-,...._ GALVANIZED ADJACENT OPENINGS IN THE ENDWALL IF MORE r11~� '~� METAL SIDE THAN ONE OPENING IS PRESENT. W f 4I I I PANELS ,__J (I) W -t: I i I I SECURE WALL J `L Q ' 11 I� --- - I WRAFT MEIN I ------- BOW RAFTER § CO QW��I•�•� f -1 - I AND END POST CT) __l L J W1114'x314'SELF CARPORT MAX TOTAL 1 I I SIZE FOR SELECTED GARAGE DOOR I 'I DRI LUNG SCREWS OPENING • I 16'-0"MAX WIDTH I I a 8`O.C. WIDTH WIDTH ,I I I i 16' 8' _, 12 GA 'I I I-- s 1- ENDWALL 13' 10' is I I g - POST 20' 12' 0 1 = 22' 12' :- miff -1113111MillIE���E���EME111 1111111IC`111111 �I GROUND POST 24' 1 ' W. • ®END POST LOCATIONS j: o ." �" pr.' ■ SEE SHEET 3 Ia t FRONT WALL SECTION z a SCALE;3/16"=1'-C" CD o a .L1 t.�.-•ti 2.5"x2.5" END POST 2"x2'S 2 16 GA ANGLE CLIP II 11100.-- 2 — SECURE TO POS T AND 2°x2�2'3 fi GA ANGLE CLIP HEADER W/i14x3/b" SECURE TO PAST AND SfOPs-2 ON BOTTOM AND HEADER W/1/4"314' HEADER GA 2 ON SIDE {2 REM].} 2 ON SIDE T{)P AND HEADER 11I m TS25x2..5x12GA STUD co � o z u• 3 POST TO BOW CONN. DETAIL 0 END POST TO HEADER/RAIL CONN_ 1 SCALE:314'=1'-a° �j —N1 S LL n CD CNA 2IA "CD co Iii i:L CO W0 ___iW U D u-- CL _ > 7- 00JY PL)sT / �— 25`x25"x12 GA ENO PAST > I i\r 2.5°x2.5`xI2GAHEADER < in C L..J cow • r 1 112"x1 112"x2"16 GA CLIP — rl ,{} 0— 29 GA GALVANIZED • ANGLE SECURE TO { METAL SIDE PANEL Bow POST AND BASE DO J kj RAIL WI 4114`x314`5bl s �` 2":42`1(2'16 GA ANGLE CLIP SECURE TO POST AND HEADER WI 114'x3/4` ,`1111111111111 SDP-s-2 ON TOP AND III=III^lrilli 2 ON SIDE TS2.5x2.5x12GA Q i CONTINUOUS EASE RAIL '11 - § END BODUIBASE RAIL CONN_ PLEADER TO POST CONN. DETAIL SCALE:3/4`=1'-0' 4 SCALE:214'=V-0" m �r a r m . 4 1 'f • f rr!�r3 Ln : L-0 \''• 1 i E f, ti I I{ . Sue wades.See plan 1..-1 l [ j _ N it t' ! I I f j - ti, r 1 iJ2" I f ( • 4 .,.in i N , !�— 48 x 1 1/4"SDF I I Header to post connection 11 e`O.G. I I wltli an clip.See detail 4. I I rate l _ I I F ` 1rt 1 7f6' CURTAIN lie c f 1 f I , 0 o II � � I o 4 2112` ] II 41 I II 1 ! f o z If 9I I w w 's II III O I- o o= o SECTION THROUGH ROLL UP II I I I I I I I DOOR HEADER I I I I V U_ 11 II 411r Z Q CURTAIN:26 GA.galvanized steel with I 2 l I I I I < Z � d- Liaked on epoxy primer&palyester lop ooet. ('\ 1 I I I I L-1-1 O , � W 1 N o CO f L CD .--I 111 L L Q! L i_ CL 2.5 x2.5"xi2 GA END PAST ± ILI , ^ [ fib x 1 1!4'SOf 2.5'x2.5''xI2 GA HEADER I>I_I �-- — 6"O-C_ 4 w 0 °M I _ i� U) ill LL J 10 U INTERIOR EXTERIOR 2")2N2"16 GA ANGLE CLIP 0) ,J V , SECURE TO POST AND I HEADER W?1/4'414' SOF's-2 ON TOP ANA - 2ONSEDE 3 SECTION HEADER TO POST CONN. DETAEL Q SCALE:314'=1,43' m j a r n a a \ , ., r_.• :',. OVERALL LENGTH VARIES(100'MAX.) f'f)1Z tr "cs La c' • �` ; `�' DEPENDS ON NUMBER AND SPACING OF BOWS . • n I r, I it TS2.25x225 ti �. � ,j`^-t_ r 4 I I a 130W RAFTER i . ' L II I I It b'LONG TS2.25"x225"x12 -`--. 1 '1 N. I r t I I r GA NIPPLE. SECURE BOW . I ft n -r n 'I &POST TO NIPPLE WIT-1 • ii 1II . 2-1W4`x1'SELF DRILLING I-., �- .` 111 FASTENERS ON EACH SIDE I • , , (4 PER SPLICE) N ' i �_ m DOUBLE T5 2.5 x 2.5 u_ HEADER c n- -" k 3016" NIPPLE TO w z • •BASE RAIL ii �' 3 Cu a4 Miii CLEAR SPAN AS REQUIRED 10'-0"MAX. p a i cx ta gr..-�I --�II� s 8011V/HEADER DETAIL �1 z SCALE:304'=1'-0' — Z CI (C) ieui= ni�wem_n:=,n=3i=m=u'=iii- =z=!!=m=L=mgr=7l=iii=..v.u=r1_. �- ii-m-Gi Ij_ 2 m=_iy=_m=iTra+nalel=i_r=iTi i'n_tTi=ITieB=iilemaTi_�_i�ie[if=l`L�i=jlei7.= CI~ z L=LI'-n- I {Li_m=igai?i=:r_w=m=inm=m=,; =m=in=iiv=iii=:=;r-n=mr=nl=gi_ai C� T_iii=ii _i1-111=r_m6t=iTiarElii_R_11=iii_ni=i- =11_ = u_mr= LLI CD co TIE DOWN ENGINEERING W IA C� Q — 45"LONG WIT-11 W5'ROD AND 5"HELIX III L n/ Cr)} EYE ANCHOR,PART#59055 rL SEE DETAIL 1,SHEET 3 FOR V CONNECTION OF ANCHOR RAIL LL IX SIDE OPENING r = L I SCALE:NTS 3116" NIPPLE TO 1- BASE RAIL 0j LONG TS 2.25 x 2.25x 12 GA NIPPLE al W/4-SELF DRILLING SCREWS,ONE ON NEAR SIDE,ONE ON FAR SIDE AND ONE ON J LLf EACH SIDE 3"1�P FROM SPLICE JOINT _J LSD a TS 2.s x 2.5 w P � BOW RAFTER 5 Q 0 TS 2.5 x 2.5 BOW POST `J 11 W�` 6'LONG TS 2.25"x 225"x12 GA NIPPLE. SECURE BOW w ._ &POSTTONIPPLEWITH TS2.5 x 2.5 x12 GA 2-i14'x 1'SELF DRILLING CONTINUOUS RASE RAIL a ; . FASTENERS ON EACH SIDE (4 PER SPLICE) 'I li TS 2.5%2.5 :��� IL T BOW POST L 3116' NIPPLE TO II r BASE RAIL ' kr '- > o al in • BOW/POST DETAIL BOW/BASE RAIL CONN. DETAIL tyr SCALE:319'=1'0' SCALE:314`=1'-0' U a co 0 a ",:s _f� �_s' �� Lr,`: :1-1-: Z 4,_ _ - I-MAEN BOW SPAN i t,rq - `. T ' J`r1 I. i / \ ;y ' .,V- %- -_ l TS 1 WM 2.5 w 0 DOW EXTENT(ON = g 1, @ z 1 W >- x J E W 1❑ K O N i in FIN.GRADE OR / TOP OF CONC. ti CZ 1 z ° CD s 2LUo � 24'4"MAX.BOW SPAN 12'-0'MAK.BOW SPAN! u j LU cj Lt CD —tw r L.,_ [ Lam. a_ EXTENDED BOW SECTION ll. _ Q TS BOW RAFTER ° 111 SCALE:NTS < CW 0 2x4-12 GAUGE FLAT-BRACKET J O EACH SIDE FASTENED WITH "� 8-fi x 3l4'SDF's CO 0 LIJ 4' ON EACH SIDE ) _[ l BS5x2. BOW W PAST T TS BOW RAFTER - u: __- Cl.)BOW EXTENTION DETAIL r z SCALE 314"=9'-0' a a a- m n a , \ \ , \ REVIEW FOFt CODE COMPLIANCN � \ every effort has boon made to Identity code violations, no oversight by the \,\ reviewer shall be construed as authority \ to violate, cancel, alter or set aside any applicable codes or ordinances.The ' \ review and permit should not be construed as a warrant y or uarantee. Reviewed By l l4 Date (21 3)D4 b 0 \ y \"K, 67 • "An Approved Set of Plans Must f� nl Remain on Job Site at All Times" ` t)Vi/y� \/,/,/ *4 C7. ALL CONSTRUCTION MUST MRL WITH THE V (.._‘ \ SSTD ,,I O 9qAND THE IRL, NE A IO TWO FAMILY DWELLING CODE. '1_0 4 -DITFQN AND STATE OF GEORGIA AMENDMENTS N I MONOLITHIC SLAB ON GRADE PER FEMA REQUIREMENTS MINIMUM FOOTING 20 INCHES WIDE ' BY 24 INCHES THICK WITH 2 #5 REBAR. i, BOTTOM OF FOOTING MUST SE A MINIMUM ' \ OF 24 INCHES BELOW FINAL GRADE. \ i i P. 5 7 299 OVERALL!LENGTH VARIES(000'MAX. _. -� ;�. �; ...4 DEPENDS IAN UMBER AND SPACING OF BOWS :. i,y . sI, . ;, _ II II II 'I II 31 tt 1 139 EAST 3rd STREET, SUITE B ' - II I ;� f- ti JACKSON, GA. 30233 t 1 I I I I I I 1 I TOLL FREE 1-800-238-3501 !1 II II II 1! to 5'TYP. I II 29 GAGE R-PANEL ROOF1146 p (OPTIONAL SIDE PANELS, m 0 w T o z NOTES: ill FTG.DETAIL F- > SEE,SHT.3 1. ALL STEEL TUBING SHALL BE SI}KSI STEEL. 2. LOCATEANCf{ORSAT.fACfi[NDQFBflW. IIL / _ `SEE TABLE 2 S TABLE 2 SEE TABLE 2 1 SEE TABLE 2 3. FASTEN METAL ROOF PANELS TO BOW f 'r r tl+ :�.1 FRAME WITH 114"x 3W SELF DRILLING Q II -.1 4t ► i &" .. —►It. 6 i. I 'r FASTENERS p S'O_C.FdAX. , CO I L I 4. ALL FIELD CONNECTIONS SHALL EE cj I =IE I!MEW- II�11I911EIII'0 III 1=1115 IIl E11M111=I11W111EIE1[1_II1EI1IEIfl II 114'x)M'SELF DRILLING SCREWS W } IFcill_IlI' 11=1 - I11El113111H111_III=III=III' - = =11=111,6111 S. ALL SHOP CONNECTIONS SHALL BE l WELDED. it ( _I i l l 1 z +� / , <� �" •<� G. THE PLANS ARE VALID UNTIL THE LL [ NEXT REVISION OF THE INTERNATIONAL BUILDING CODE. _ ANCHOR LOCATIONS SIDE ELEVATION :NTS < W Building is not Certified unless Certified Package is purchased J o w cK NOTE: �.�- In ALL WIND LOADS ARE IN ACCORDANCE WITH ASCE -02 2 . (U V ' BASIC WIND SPEED 120 MP/1 130 MPH _ TABLE '1 \ TABLE 2 IMPORTANCE FACTOR 9.7 J 0.77 Pa''IS./ I3UI LOIN G CATEGORY 21 2 • POST HEIGHT POST SIZE .iL� BOWS' NI BOW SPACING 1 - 120 ,]7 130 mph EXPOSURE B B L— r ^INTERNAL PRESSURE 41 0 +I B 5'-9" ,TS 2112'x 2 912" �= 3'f` I COEFFICIENT r a'-0' ;TS 2 112'x 2 112' MIM I;1115113' u COMPONENT AND MALLS +26.21-341 PSF "430.71-38.7 PSF ip,_fl° TS 2 712°x 2 112" 14 GA 112 GA 0' 24' 3-0° 4 x Li CLADDING PRESSURE I ROOF +17.7144. P5F +26.81-52.6 PSF i 12'-C? , TS 2 1 f2'x 2 112" \i14 GA 1 12 GJI 1 . ri ROOF DEAD LOAD 5 PSF • d$T CORNER BRACE REQUIRE— irl ur z ROOF LIVE LOAD f 1 PSF SNOW LOAD 10 PSF ac I/3 a q _ / I 1 479'---ekj.1 -:/LI 5 4 ,...''..-7,i". - ______D ....--,il ..) 2.."4 A:),:"......„ .../ 1,.,. ___.- . 63-7--;(/ ' ,/ -, ' 27:-)- ..... 4i fit �. -r a>•. 29 GAGE GALVANIZED e%)4711.�-� �- 1 y METAL ROOF PANELS f Lrid �(J f°. -,.' FASTENED TO IOW ;2 .-- a 12 F R A M E A 1st ------______i 3 in; Z. _ ..5.1.-°„`3X2,4_1�G4+ �s2 x rq ` .'' x$251- �2G'q G ,\ �� \ 2 3r4° �'-n'15 GAUGE 4-.� ink 2 } ,�F �+ U-CHANNEL BRACE r Jrl —2.75°12-GAUGE 2'LONG `�\ _ FASTENED TO THE LEG r CENTER BRACKET `� AND BOW POSITIONED! � AT 45 DEGREES W BRACE SECTION w12-114•x3r4'SELF L9 el t7 t7 (10'LEG ONLY) DRELLIN G SCREWS m CJ a r NTg AT EACH END u i = (1 PER BRACE} 0 ,n . � ' m y n c‘i to in, x K O. 1.50'x 125"143 GAUGE -T6-- o n+n Ci" " HAT CHANNEL of 24`°o.c. di il) i N N Vim ' Q FASTENED WITH t2) F- 5 < ICO - FIN.GRADE OR FF F 1:4"...wrx 314'S©F's in TOP OF GONG, ° L; ° 24'U"MAX.BOW SPAN ROOF PANEL ATTACHMENT 1 • r (ALTERNATE FOR VERTICAL ROOF PANELS) er CI CO 1 �� SCALE:1"=1'-0" r,� �f1J Id] IX CO TYPICAL 130W SECTION FASTEAICORNER I3RACISETTORAFTER (C C 'J SCALE:NTS WITH 4-1145034`SDF'',TWO ON EACH FACE - ANa ONE ON 1"UP j - 1 NO SCREWS .a. '� En I REQUIRED Q �` 1 io IN BOW BEND 1' fl _ V rl� 1, ' 1 1 !'1' ,1` TS607rirRAFTER I r1_1P frl l✓ J1 /f` IS 2.75'x 2.755° �, -" l r LLI CORNER PIECE "c ' 1' 48°x 2°x 2.75'16 GA BRACE 6" ,` 1 ` 12 GAUGE ' (10'&12'LEGS ONLY) 12" ,� , . 31' 1 i INSERT POST TD CORNER BRACKET 1 SLIDE POSTIRAFTER INTO cORNER - ' FASTEN WITH 4-114"x114°SDP's ,' 1' 45C PIECE AND FASTEN WITH 48°x 2"x 2.75"16 CA BRAC ` f• 2-ire x 314"SELF DRILLING {10`812'LEGS ONLY) r r` �`J TWOS NEAR SIDE,TWO ON <� f/ FASTENERS ON EACH SIDE 1 ,'� (4 PER SPLICE) ',1 ' TS END POST TS 2.5 x 2.5 \q BOW POST - � w O BOW/POST DETAIL. BOW/POST DETAIL P3 SCALE:314'=1'q' 4 A SCALE_314`=1'-U (BOXED EAVE OPTION) o a a • ^I BS U5f 0 Og ( J r i r,J Ids A-. 5-00 I.3tA . • 1-----v15TALL 1 ic'X B"EXPANSION 4' TS 2,5 x 2.5 x 12 GA lr-�,„''9 1 DRILL 5,I6"HOLE THROUGH THE r. .'- TS 2.5 x 2.5 x 12 GA ANCHOR THROUGH BASE RAIL MIN CANT_SASE RAIL r'- •! I BASE RAIL AND SECURE TO 1' 1:::-...,,.. '' Fes' ANCHOR EYE WITH 1Q. DIAMETER CONT.BASE RAIL WITHIN 6"OF EACH BOW a' `�''} 7, : trill THROUGH BOLT. 2"WASHERS „ ., Ekwi : \ k SUPIIIE EMS =11131[IIII.- N ' +� TOP OF SOIL OR a CONCRETE SLAB TIE DOWN ENGINEERING 12' .3 40'LONG WITH 516"ROD AND 6'HELIX I'' EYE ANCHOR,PART#590613 O • m 0 MONOLITHIC CONC.FOOTING(2500 PSI MIN.) z REINFORCED WITH 2-#5's CONTINUOUS w 0 3 n a BASE RAIL ANCHORAGE CONIC FE--B L--ANeH-efMGE SCALE: 1 112"=1'0' SCALE 314"=1I-0" (OPTEONAt) Z © CD • LO <[ Z (N CONCRETE: Ili IJJ � O 5"LONG TS 2.25 x 2.25 x 12 GA NIPPLE OF 2500 PSI SHALL 26 HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH W14-SELF DRILLING SCREWS,ONE ON NEAR OF 2500 PSI AT 26 DAYS. Ui n Cr) ONE S DE Q 4`UP FROM SPLLI C SPLICE ONE EACH FOR FOUNDATIONS,MINIMUM CONCREi E.COVER OVER REINFRRCING BARS 11 lJ _J ui SHALL BE IJ_ uL CL 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH ' 1.1.1 t TS 2.5 x 2.5 BOW POST OR WEATHER AND 1 112 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 114 INCH FOR NIPPLE TO 3116' FINE GROUT OR 112 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS fn AND ANY FACE OF A CELL. REINFORCING BARS USED IN MASONRY WALLS V BASE RAIL TS 2.5 x 2.5 x 12 GA SHALL HAVE A MASONRY COVER(INCLUDING GROUT)OF NOT LESS THAN W CONTINUOUS BASE RAIL 2 INCHES FOR MASONRY UNITS IVJTH FACE EXPOSED TO EARTH OR WEATHER _i CO W 1r 1 112 INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER 10 Y 0 111_ _ REINFORCING STEEL: Ill=11151j1E11I THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. ( f ." GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153,CLASS B-2. METAL PLATE CONNECTORS,SCREWS,BOLTS BOW/BASE RAIL CONN. DETAIL AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS (I) STEEL OR HOT DIPPED GALVANIZED. i SCALE:314"=1'-0' I REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. ALL REINFORCEMENT IS BENT COLD, 2. THE DIAMETER OF THE BEND,MEASURED ON THE INSIDE OF THE BAR,IS = z NOT LESS THAN SIX-BAR DIAMETERS AND 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT_ EXCEPTION:WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH z - w A A VERTICAL CELL,BARS PARTIALLY EMBEDDED IN CONRETE SHALL BE PERMITTED TO BE BENT ATA SLOPE OF NOT MORE THAN 1 INCI I OF Q Z a HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH. a 2 ❑ % ^ ' _ - rio 24'-ll"MAX YI\ti . .r 7Q r\.� 5O` 5'-Or S-0" 5'-9 t.'' 29 GAGE I L% .,S tti1�j:.ri GALVANIZED Zf ^ Yti METAL ROOF NY ,..iggeigiiiitiMiiiii a' I I I I 1 a �' EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY w t A I I I vi ) AN APPROVED INDEPENDENT TESTING LABORATORY.AND SEAR 1 IL i ' 11 12 GA AN LLAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE O 1 1 1 I I i I I I I• ENDWA� MANUFACTURER,PERFORMANCE CHARACTERISTICS AND i ,n- it -I I i J f POST APPROVE)PRODUCT EVALUATION ENTRY TO INDICATE COMPLIANCE a ■ II i l i Ti 1 WITH THE REQUIREMENTS OF THE FOLLO1 MIi'IG SPECIFICATION: 0' it Al II Ii t. E u.a z 1 t I . ANSI/AAMN/41,V }A 1011152 2197 tii to II 11 1 1 -4 29 GAGE a 1 > < 1' 1 I 11. II 1 THE CONSTRUCTION SHALL DETESTED IN ACCORDANCE WITH f j.rt.� I ill ., i I r- GALVANIZED ASTM E 330,STANDARD TESTMETHODS FOR STRUCTURAL METAL SIDE t :-I"r13III�III:III--'YI �'al = I1I�IIISIII: II PANELS DOORS BY UN FORM STATIC AIR 1PRESSURE.CURTAIN WALLS,AND • GROUND ANCHORS C( z � �' REAR WALL SECTION ENO EVERY OTHER CION 2 W a co NTS SEE DETAIL SHEETS W C U-1 \I CD co 24'-0"MAX / / y / , LL Q LL Q. ~ 5'-0` •� 5-0' , . 5.11" 5'-D' S'-4" TS 2.5x 2:5x 12 GA ¢'-D`MIN. ' 2'-0'MIN, 4'-Q`MIN. • W �^ 1 MAX MAX MAX MAX HEADER AY 28 GAG{ NOTE: ,._, +a ' A MINIMUM DISTANCE OF 2'-G"IS REQUIRED DETIAEEN 1 illat GALVANIZED ADJACENT OPENINGS IN THE ENDWA1L IF MORE < W L1 iy,� .N J1 I1 _ PETALS SIDE THAN ONE OPENING IS PRESENT. J W 1 L 1 I t 1 JJJ SECURE WALL J L 0 1 11 II It _ 1 r' J • - -- '�- - ^` t PANELS FT CO W t BOW RAFTER f� y_rf AND END POST > CD --J ..1 W IJ4•x314•SELF CARPORT MAX TOTAL 1 t ' DRILLING SCREWS OPENING ,} i �SIZE FOR SELECTED GARAGE DOOR 16'-0"MAX EVADER I i 8"O.C. . WIDTH WIDTH -Ia 1 1 ' 12 GA ig' ! g' la 1 1 ENDWALL 18' 10'a I I o _ :71 22 12' II1= hJ I1�II0IISIIIMII-'.Il1EIlI�I11E111°111E1,�I GROUND POST 1 2B' 18' @,END POSE - LOCATIONS -.III/3,- �► -* SEE SKEET 3 FRONT WALL SECTION . ' SCALE:arcs"-1.fl, , 10 0 Q • _ ."l'`t r' .f I Ill 4. size varies_see plan s ll [ )6'..,-E-, { ll II � iJ2" l I I f Y' � ' �^ 48x 11/4'SDF 1 1 Hea der to post connection I I '� "t -. [a e`0.G. wlQh angle clip_See detail 4_ I l � '`1� 1 7113' CURTAlh1 li9 GA I It 1 l o l . t •f ---J Il l t o ` r 2'112` ]�— f a Il 11 f 6 z I- I l 0 1; o o I 1 I I 1: SECTION THROUGH ROLL UP 11 I I I f DOOR HEADER I f LJL I 1 I ll I i z ° CO _,/ CURTAIN:26 GA.galvanized steel with I 2 I l i I I 1 < z t b baked on epoxy primer 8_pester lop coot. 1 f l I I l r' ' 'f 1_4 \�..� i n W1]3 c I C9 ._iW . LL- cL u- a. 25"x2.5 x12 GA END POST ' LJJ y " 4 {i8 x 1 114'SQl 2.5•x2.5'3:12 GA HEADER 2 w H_ r< - . @13"O.C. < w 0 CD -J1 Uw INTERIOR EXTERIQR 25.£x2"16 GA ANGLE CLIP > 0) CD • SECURE TO POST AND I HEADER WI 114'x •14 SIDPs-2 Ohl TOP AND 2 ON SIDE • . 1 SECTION! lb HEADER TO POST CONN, DETAIL I 3 I a SCALE:3f4'=1L-0' CO i e 0 Ai a- ce n Q . \NA_ =' `-.\. . �l 4.''. ' -4,4.t , c>, OVERALL LENGTH VARIES(100'MAX.) }„�I3 . co is. `a'ti DEPENDS ON NUMBER AND SPACING OF ROWS -.r 'i.!'v i. L.I'- i1 II .I TS2.25x225 ti 1 t f1I-t, .I I I I r I i i BOW RAFTER ti.F,'-.i' >-� :' •II II II ,0 I I I I I 6'LONG TS 2.25'x 2 25"x 12 + ' `lid .' I I I I; tr GA NIPPLE. SECURE BOW CI ti I i 11 1f&' &POST TO NIPPLE WJTH 2.-1,1"x1"SELF DRILLING 1.1 e fl- i i FASTENERS ON EACH SIDE • , ■ r ' ' (4 PER SPLICE) I I I I L 1 J % f laallnili co I 1111111 illik elk WW1 UDUBLETS2.5x2.5 o Mr HEADER o 0 M 1111111111 t7 •3f1S' NIPPLE TO fa BASE RAIL ill i CLEAR SPAN AS REQUIRED Hi-4"MAX. WI ---4. I d MP --� BOW/HEADER DETAIL c ��� I _ _ _ _ _ _ _ _ _ _ i�— SCALE:3r4`-1'0' „ CO I=IIEIII-�1110 ln=nl=n-..w.i aral i:_Ii1_I-,_psni=m-nl_r-7eili aEEEill=nl_gr It =w=]Lim°I1I.III°III-III^Ii).111.III°Iii=III�ITisen=in=li641em_ITI__i: T=rul=w=u.=l ITiep.-it -In=Insiii +r-lu=L=maiiiamagi. 11.111=nl=nl-wE-pa;.In.n11-ITi=m m A-- TI2III_II 9ITrtlopTISI iipii-ITI=Ii.pli=III=IIIgIII�ITI=1= _"-'._ =TI_m-li, w c co TIE DOWN ENGINEERING w W (N p -- -45"LONG WITH 5JB•ROD AND 5"HELIX w . ' EYE ANCHOR,PART#59E165 SEE DETAIL 1,SHEET 3 FOR Et LJ _j lit ' CONNECTION OF ANCHOR RAIL _� LL IY LL a_ � SIDE OPENING - I SCALE_NTS I > r`^ i k 3116" NIPPLE TO w • SASE RAIL 5"LONG TB 2.25 x 2.25 x 12 GA NIPPLE < Lii (") r� I/ WI 4-SELF DRILLING SCREWS,ONE ON NEAR SIDE,ONE ON FAR SIDE AND ONE ON —I I EACH SIDE 3"UP FROM SPLICE JOINT ,J LS) y O TS 2.5x2.5 ,•.4.„ W BOW RAFTER C D —I C P� _ TS 2.5 x 2.5 BOW POST WHIIIMILIP' G'LONG TS2.25"x2.25"x12 GA NIPPLE, SECURE ROW W &POST TO NIPPLE WITH TS2.5x2.5x12GA 11 2-114'x 1"SELF DRILUNC3 CONTINUOUS BASE RAIL FASTENERS ON EACH SIDE (4 PER SPLICE) ', TS 2.5 x 2.5 p r BOW POST k 3x16' NIPPLE TO ii ; • BASE RAIL .'Zr a m III BOW POST DETAIL BOW/BASE RAIL CONN. DETAIL a • SCALE:314•=f•-fl• ° a SCALE:319•=1'-0' MAN I3CWSPAN! I.I,i, IA tiq--u t1 '(,. 4't 9.k I C ':.. 1 h 1 (2 Aft. / a 1 fJ Tg25 m MY U BOW EXTE7'ITJON m z ui � 5 ul CI w x p ce 6 er?. FIN.GRADE OP 1-1 TOP OF CO!IC. 1- ICN 2 w o co f 24'-0"MAX_BOW SPAN 12'-0'MAX.BOW SPAN W I1.1 N Co TS BOW RAFTER--)---------- EXTENDED BOW SECTION LL i SOME:t tT5 < W 2x4-12 GAUGE FLAT-BRACKET � 0 EACH SIPE FASTENED Willi 5-1V4°x 3/4"SDP's >---- < V Ili ON EAC1-1 SIDE a I . '414 ,,,%, 4 TS 2.5 x 2.5 BOW PCST 0 TS BOW RAFTER v'- "' al = Z C BOW EXTENTION DETAIL z IL 0 .-"-SCALE.3/4"='I'-0 kr n� cn l Cl < . I t • OVERALL LENGTH VARIES(IOCV MAX_) 1 DEPENDS ON NUMBERAND SPACING OF BOWS `'" " ''` �' 1 1 1 .. ■1 •i s '°4- 'e It 'd '' }, 9 a?cam 4�-.K,. i .` ' 11 11. 979 Hwy 42 South 11 21 III LI •' JACKSON, GA. 30233 ;; 1; TOLL FREE 1-,800-238-3501 H 29 GAGE R PANEL ROOFING TYA. (OPTIONAL SIDE PANELS) MD m NOTES: z g SEE,SKI-. 1. AIL STEEL TUBING SHALL BE 50 KSI STEEL. o rr a Jr 2_ LOCATE ANCHORS AT EACH END OF BOW. r W SEE TABLE 2 SEE TABLE 2 � SEE TABLE 2 oh SEE TABLE 2 3_ FASTEN MI=fAL ROOF PANELS TO SOW ►,► FRAME WITH 114'x 314'SELF DRILLING N m 6' \ -a• 6" fi' �, _ B' FASTENERS a 8'O.C.MAX_ a m z m 4. ALL FIELD CONNECTIONS SHALL BE 1t{"xar4'SELF DRISUNGS�Ews x =111E11:111 111EHI111= ' 1 - ` EEi1 I e°111=11IEIIIEI — =11211E111_II=MEIEI11- 5 = =111E111=111= 5_ AU_SHOP CONNECTIONS SHALL BE (as VIIELDI D. a s E r ti'.. -` ,l - �` - - 6_ THE PLANS ARE VALID UNTIL THE ii`iiI NEXT REVISION OF THE FLORIDA s'L1 ANCHOR LOCATIONS SIDE ELEVATION BUILDING CODE. {o�t51 SCALE:NTS 1 .. 1 Building is not Certified unless Certified Package is purchased E NOTE: Qf C ALL WIND LOADS ARE 114 ACCORDANCE WITH ASCE 7-05 (1}•C AND SECTION 1509,FLORIDA BUILDING CODE,2007 EDITION ca BASIC WIND SPEED 120 MPI-I 130 MPN TABLE 1 TABLE 2 LL'a IMPORTANCE FACTOR 177 0.77 ,POST/BOW GAGE BUILDING CATEGORY 2 2 POST HEIGHT POST SLZE BOW SPAN BOW SPACING • 120 mph 730 milli ' EXPOSURE B B INTERNAL PRESSURE .44-U�5 +1-0.55 5'-0' TS 2114'x 2114' 14 GA 12 GA 12'-18' 3'-6' COEFFICIENT b-0' TS2114'x21)4' 14 GA 12 GA Q i r COMPONENT AND ' WALLS +26.71-330 PSF +30.7$4B.7 PSF 1D-0- • 'TS 2 114"x 2114' 14 GA 12 GA x0'-24' 3 • = CLADDING PRESSURE ROOF +1731-44.8 PSF +20.81-520 PSF 12.-0' + TS 2114"x 2114' 14 GA 12 GA Y G ROOF DEAD LOAD 5 PSF • 48'CORNER BRACEREQU IRED m w I ROOF LIVE LOAD . 10 PSF ¢ oc SNOW LOAD 0 PSF a 29 GAGE GALVANIZED METAL ROOF PANELS FASTENED TO BOOM 12 40% 12 FRAME W M i14'x 314" 3��/ 1d�I• ``�-��3 ��. r`s a� SDFs®g O.G. 25_41 rs x '1�..J1, r `C a'. AI f . �'!' �G `o�� 2314• 4'-0`16 GAUGE . U-CHANNEL BRACE. —2.75"12-GAUGE 2'LONG `;. FASTENED TO THE LEG ,, ;' CENTER BRACKET AND BOVJ POSITIONED 6© <0 _I BRACE SECTION AT 45 xSSELF • • a O TS Q (10'812'LEG ONLY) DRILLING SCREWS - n '-r = NTS AT EACH END ui • v,• (4 PER BRACE1 -O Ln it1 P ,V., cu - N el CI N El[fit x XN n x N� �, 1.50'x125'16 GAUGE Z ti _ r c�+i IV Vi HAT CHANNEL o 24.0x. w rn N ww p _ FASTENED WITH(2) 0 > '� . r- FIN.GRADE OR I-�-° F' - 114°x 3r4'SDF's < p CC TOP OFCONC. S' - __ 7E- P. w 2, .o X25 h o n a B 24-0'MAX.BOW SPAN ROOF PANEL ATTACHMENT Q LL ~ (ALTERNATE FOR VERTICAL ROOF PANELS) z L g -c-> SCALE:1'=1 0 F- TYPICAL BOW SECTION 6`LONG TS 2.0 x 2.0 x 12 GA NIPPLE g Dr SCALE:NTS WI 4-SELF DRILLING SCREWS.ONE ON NEAR • SIDE,ONE ON FAR SIDE MID ONE ON ilia EACH SIDE®3`UP FROM SPLICE JOINT !Pk-%I I� �I NO SCREWS ,— $ REQUIRED ro 4....- !N BOW$END TS T3OWRAFTEl2 e it i r ' ! 41°11i14:TS 2.5'x 2.5' f '(o, .` CORNER PIECE ' .` 46 x2'x2.5'16 GA BRACE T 6• f'e,'�,f O a 12 GAUGES, (1D'&12'LEGS ONLY) ,� SLIDE POSTIRAFTER INTO CORNER .'�'.' f' `' 15° PIECE AND FASTEN WITH 48'x 2°x 2_S`16 GA BRACE 3/1 6' NBASE RAIL 2-!Ft"x314 SELF DRILLING (10&12 LEGS ONLY) ', /, 0 � ,- t FASTENERS ON EACH SIDE (4 PER SPLICE) TS END POST ' TS 2.25 x 225 x LL BOW POST §3 r BOW/POST DETAIL BOW/POST DETAIL m › ' aL SCALE:314°=itr SCALE:3w=Tv' (BOXED EAVE OPTION) U r[ a Go n . . r. INSTALL V2'X B'EXPANSION 4' TS 2_25x 225 x 12 GA I DRILL 51e'HOLE THROUGH THE ANCHOR THROUGH BASE RAIL AN BASE RAIL BASE RAIL AND SECURE TO TS 2.25 x 2.25x 12 GA ANCHOR EYE WITH 112•DIAMETER CONT.BASE RAIL WITHIN 6'OF EACH BOW 1I1 �I THROUGH BOLT. `� G rii�l jr-, 2'WASHERS • 1 - _� 1113111aI11_I. N".1I1 5 B;iEIIIEIII= EillE .•=ILI=II EL II TOP OF SOIL OR E 111=III III= -IIiE(fICI. CONCRETE SLAB 4 TIE DOWN ENGINEERING 40'LONG WITH 510'ROD AND 6'HELIX 12' ��II F EYE ANCHOR,PART#59060 m � MONOLITHIC CONC.FOOTING(2500 PSI MIN. REINFORCED WITH 2-915'5 CONTINUOUS °w ? a 1 ! ❑ Of O 1 BASE RAIL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE I SCALE:1-ur-.= '-0' SCALE:3t4•=v-fl• (OPTIONAL} m o 'co 1 CONCRETE: Li CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH 2 (3 P 8•LONG TS 2.0 x 2.0x 12 GA NIPPLE OF 2500 PSI AT 28 DAYS. W14-SELF DRILLING SCREWS,ONE ON NEAR m y ti SIDE.ONE ON FAR SIDE AND ONE ON COVER OVER REINFORCING STEEL N S IYSr EACH SIDE 0 4•UP FROM SPLICE JOINT FOR FOUNDATIONS,MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE: li:N ' 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND j ��S` PERMANENTLY IN CONTACT WNffli THE EARTH OR EXPOSED TO THE EARTH /I • TS 225 x2.25 BOW POST OR WEATHER AND 1 1f2 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED I! �I IN GROUTED CELLS SHALL HAVE AMINIMUM CLEAR DISTANCE OF 1/4 INCH FOR NIPPLE TO 311G FINE GROUT OR 1/2 INCH FOR COARSE GROUT BEVWEEPI REINFORCING BARS AND ANY FACE OF A CELL. REINFORCING BARS USED IN MASONRY WALLS C a BASE RAIL TS 2.25 x 2.25 x 12 GA SHALL HAVE A MASONRY COVER(INCLUDING GROUT)OF NOT LESS THAN E CONTINUOUS BASE RAIL 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 112 INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER a) C U REINFORCING STEEL: I])0 III_IIIELIIEIII_ THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. L w — GALVANIZATION: 11'Q METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE 411 BOW/BASE RAIL CONN. DETAIL AND WITH AILS EXPOSED IRECTLY TO THE WEATHER SHALL BESTAINLESSOLTS SCALE:314'=1=0' STEEL OR HOT DIPPED GALVANIZED. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. ALL REINFORCEMENT IS BENT COLD. 2. THE DIAMETER OF THE BEND,MEASURED ON THE INSIDE OF THE BAR,IS `i LL; 1401 LESS THAN SIX-BAR DIAMETERS AND T x 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT. ;-- EXCEPTION:WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH Z . ° A VERTICAL CELL,BARS PARTIALLY EMBEDDED IN CONRETE SHALL BE go w PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF O HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH. N ai Z w o ¢ I + 1 24'-O MAX i. - ir S.O. S'41` 5'-Q' 5.-0' I,{AX '~ MAX T MAX �� MAX MAX �� •29 GAGE ' ` GALVANIZED . .1, ,. ..4,;!METAL ROOF g• a 1•— I. PANELS ti , .4_a..,' ` �t NOTE: •I 1 II EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY i AN APPROVED INDEPENDENT TESTING LABORATORY, 12 GA AN AAMAOR WDMA OR OTHER APPROVED LABEL IDENTIFYING AND BEAR ENTIFYING THE 1 i f I WALL MANUFACTURER,PERFORMANCE CHARACTERISTIcS AND v • POST i , �/ APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE v • WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: i p 2 i ANSUAAMNNWWDA IDTNS22197 m a -.b. 29 GAGE w I t THE CONSTRUCTION SHALL BE TESTES?IN ACCORDANCE WITH 0. e� GALVANIZED ig i f , ' •- u METAL SIDE ASTM E 330,STANDARD TEST METHODS FOR STRUCTURAL ac k =t III=III=III=411=111=111=111=1;=III=III=III=III:MI PANELS DOORS BYAUNIFORM EXTERIOR TIC AIR PRESSURE CURTAIN WALLS,AND - ' 11_11 - _ — = _ _ _ - a Q Q r` GROUND ANCHORS < a REAR WALL SECTION END TOLOCATION Z E NITS SEE DETAIL SHEET 3 U s' N N Y LP g i 24-W MAX / r .v / 11111 5 r 'i• 5'-0` S-0` 4'll'MIN. 2-0'MIN. 4'-O`MIN. f S,I 0 MAX MAX MAX MAX HEADER 2.25xi2GA I 1f \l • NOTE: s- a • r';>,---:- ....................._ 29 GAGE AMINIMUM DISTANCE OF 2'-0'IS REQUIRED BETWEEN C-ALVANIZED ��-�� '-:��_ y I ADJACENT OPENINGS IN THE ENDY►�ALL IF MORE � Mr +N't a i1 PANELS SIDE THAN ONE OPENING IS PRESENT- V+METAL '...-_ I I _ SECURE WALL !_ i .1 �. � I PANELS TO `' Iv ..I �A BOW RAFTER L.. AND END POST u„o WI 1i45G3W4 SELF 'CARPORT MAX TOTAL I SIZE FOR SELECTED GARAGE DOOR DRILLING SCREWS OPENING t 660'.MAX WIDTH � �•a c WIDTH WIDTH r ' 18` B• 72 GA i 1 POST 18` 1D• POST 20` 12' E, � i 22' 12' .- 24' Sfi III=I1II_I11=111.1=III=111;11111111=III=III=111111=1 GROUND POST I ofg END POST - LOCATIONS ' m °- `• � ► SEE �� � � � FRONT WALL SECTION Z > a d a SCALE:3i16"=1'-fl" co o a • } 226-"X225` ���Ii ' END POST 2'2`x2'16 GA ANGLE CLIP 25d 5Q`16 GA ANGLE CLIP SECURE TO POST AND SECURE TO POST AND •` 4 HEADER Wf 1!4':3!4' HEADER W!1!45x3/4' ' 2-25'x2.25"d 2 GA SDF3s-2 ON BOTTOM AND SOFk-2 ON TOP AND HEADER 2 ON SIDE (2 Wall) 2 ON SIDE TS 225x2.25x12GA STUB o an 1 Z ill ti! W 3 POST TO BOW CONN. DETAIL n a o 0 END POST TO HEADER/RAIL CONN. SCALE-3t4•=14r 1 NTS' n b m M S i ig c co W v 5 S a■ai 1Ukri1 1111--...1! BOW POST 2.2&52.25x12 GA END POST C Q 225•x2.235[12 GA HEADER co 0 r 1 1125x7 112':2.16 GA CLIP 29 GA GALVANIZED Q7 METAL SIDE PANNEL ANGLE SECURE rA iJ g eaW Posr ANO BnsE RAIL Wf 4-114x314'SDFS I rx2 xT 16 GA ANGLE CLIP • SECURE TO POST AND HEADER W/114"x314' LL o 111111MMIS SDF6-2 014 TOP AND 1I1E111E j!E111 2ONSIDE —� TS2.25x225x12GA a LL CONTINUOUS BASE RAIL _ _ 0 a END BOW/BASE RAIL CONN. HEADER TO POST CONN. DETAIL SCALE 314•=Y•O• c.)scALe 3l4•=r-0' I 5.: w 2 ui 0 a rc a 00 O d ( 5 II 1 I� Size caries.See plan--8.41 1 1 .s` -) .....I I i t c . _� Ei2 it it `.•#8 x 1 114"SOF I 1 Header to pest connection I I {•B"C.C. with erne dip.See detai 4. ` , tl [ I1 .-L ---- -1, i If _ _ 11 r. 1 718" CURTAIN I 118 GAS 1 I I m' -Z 1 II II I D 1 I 1 I I_ o en .n 2 112• ]y- 11 I - : sr ��LL 11 I I I Q z 11 11 I w l I- - I1 O 1 0 Ec el SECTION THROUGH ROLL UP 11 I 1 1 i DOOR HEADER - I I c I i 1 II 1 ` P D CURTAIN:26 GA galvanized steal with F T I co ii baked on epoxy primer 8 polyester lop coat OH I 1 1 I' .l I U w 5e P MEE IIl2I E! 48 2257r225"x12 GA END POST 1111'.2_1! x 1 114'SDF 2.23k2.25x12 GAHEADER C rz. Ir O.C. E al 0 c INTERIOR EXTERIOR ?xZx2'1813A ANGLE CLIP ii.. SECURE TO POST AND HEADER Wl1M'x3M' • SDF"t-2 ON TOP AND 2 ON SIDE i 3 SECTION + HEADER TO POST CONN. DETAIL ' SCALE:314"=9'-0" i= o CD III Z > 10 n I _ OVERALL LENGTH VARIES(i00`MAX.) DEPENDS ON NUMBER AND SPACING Of BOWS I '�... A; 1 IA TS2.25x2.25 Of I 1I �' It i BOW RAFTER At I II 6'LONGTS2.0'X2.0".x12 +�\ `� I II ► GA NIPPLE. SECURE BOW, ' 1�.Y- - • &POST TO NIPPLE WITH ., It II 11B` 2-1 f4'x I'SELF GRILLING . . is-. -n. I I FASTENERS ON EACH SIDE' ' — (4 PER SPLICE} IN t _ 1 — O z �� HHEADERTS2.5x25 4 v v § hi d 3716' NIPPLE TO , • BASE RAIL ui 2 a w CLEAR SPAN AS REQUIRED 19'-0'MAX Lu 6`°Imo— a I��'— BOW/HEADER DETAIL F !- N p 'MO SCALE:314'=1'-0" D rsi A III=IIIc 11i=III=(11 IIf III=III=�iI=-=;I-(Ilclll=III=11= '1�=11=111=III=11=111:c1_1=III-1111 La J . 11=III=111111_4711-III=E-III=111=IIIc III=1IcIlcIIIc I11°IIIJJ-'�I=iJ=�1=IIIc111=111=11e111=III=III= In 1• III=III=C71_-:1=III=III 111=II4=III=III='11=11=I=11i=1I1=111=11- '-iI12I 1(1=(16(115111=llI=III=III. Ilc lllo ll -� a.?III3i11=Ills illci l=11=1i1_illclll l 1111?I" =ilc ll!lll= 2 g o TIE DOWN ENGINEERING 3 1) + — 48'LONG WITH 518'ROD AND 6'HELIX ® uo se tr EYE ANCHOR,PART#59055 co 5 E SEE DETAIL 1,SHEET 3 FOR iii ii CONNECTION OF ANCHOR RAIL I.0 lI SIDE OPENING I B(I I SCALE:NTS -tbl h, 3f16' NIPPLE TO C c. BASE RAIL 6"LONG TS 2.0x 2iix 12 GA NIPPLE 103 0 W14-SELF DRILLING SCREWS,ONE ON NEAR E SIDE.ONE ON FAR SIDE AND ONE ON 1 EACH SIDE @ 3°UP FROM SPLICE JOINT = �� TS 2.25x2.25 BOW RAFTER.25 0 ._� TS 225 x 225 BOW POST IIIMINIIILIOP 6-LONG TS 2.0 x2:O'x 12 GA NIPPLE. SECURE BOW WAllea S POST TO PI IPPLE WITH TS 225 x 2.25x 12 GA 2-114"x 1-SELF DRILLING CONTINUOUS BASE RAIL FASTENERS ON EACH SIDE 14 PER SPLICE} il III_IfI_lli,III " TS 2.25 x225 z = BOW POST h,3116" NIPPLE TO ic r BASE RAIL a m w BOW/POST DETAIL BOW/BASE RAIL CONN. DETAIL ( Z a SCALI=:314'=1'-0 ¢ a SCALE:314'=1`-0' n a a tn CO v • z 1://. Cif 0:1 Q acn x M w J N i ' Lfl M Z N ca —I 2 1111111111111111° .,_0 2 rn lir r t3 ill 'px 0 is 4a z - 4. i\, i mv 1.4,1.1 Z CO r N Z 41 g ii I---' A C] O N —I o P ` 1 Z 14 N • TS 7.25 K 2.25 7'4'MAX.LEG HEIGHT • • SCALE: 1/4"=1'-0" EATS: 1!4!00 .—----128 SW NASSAU STREET . Freeman 1101 LAKE CITY,FL,32025 RE/ISE`D: DRAWN BY: W.H.P. Design Group I Alm - .//.,f . CERTIFICATE OFAMOROSO Y a0Wi7a1 .. —• APPROVED: W.H.F. DRAWING: 8 OP-8 •. ... • . • \d"( 1 TYPICAL ,4041,, x.24 KIT 2''OC. li, Ill 1 11 - 11 i r i . 11 ........____ .PPROX 1 ,1 I I ! I ' 72711124=z==xj2rzz'cca7227' I \Sil -I I; I ;I l■ tl i ( APPROX. e, 'i II ii I II OVERF-IANO IS t` 1 (1 YPICAL) 1111 I II 1 . I . o • ti 0 ° 1 1 \I k 2x6 g PURUNIS • U 1 I 0 0- 11 ,I 0 lit 1 ! ., i ..,,,,MEL T.R.JSS Il 4 ii --- - —::------•• . -- - — ...- _ _ — , _ ...,--_._. --_--- — TA — . II I a" I -o . ,...) . — , :3 I 11 1 ill 1 0 1 • 1 t i d •"1" I N I / il •I 1 0 1 ic "cs, I up c..1 11 1 11 I 11 i t I il i I 1 1 1 i i 1 1 li - - j .1 J J1 1,2) Or outside of post to outside of post ------'-1 — — — PANSAL-2.dwg 52201 10733 • r t I k i I T 1 1 1 1 1 1 I PURLIN BRACKET 1` APPROX 2' O.C. 1 2"x 1" I (TYP.) HEX BOLTS k 3'WIDEx29 ga. ?l AL 2x4 ® 8' O.C. (4 req'd EA. TRUSS) I. ROOFING i y r . 3' WIDE RIB �� � -----METAL ROOFING 2x6 APPROX / �„,.�\ 2'-0" O.C. plik\-- 1 2x1 HEX BOLT /_ - -:: t Req d) 1 2xt HEX 80LT f .A._ (2 Req'd) � - 2 Pik ~ 1 -1 2" ANGLE '���. , � 2x4 C� / 1 1 4" ANGLE.� `S' 0.C. rn, TIE MEMBER WELDED STEEL 1-1/4" ANGLE TRUSS © 12'-0" O.C. I l • ■ APPRO; !I--: OVERH/ 2 3/8"x7" ro CARRIAGE BOLTS _ ja EACH POST ; I i xl col I i I GROUND SURFACE jni I !z• I C TWO BAGS C iD ( ' SAKRETE FO i 'L EACH POST I TYPICAL SECTION AT EACH TRUSS_ PANSAL"7a•p .1-?2-01 139'10 .,,EST 0-1 TYPICAL .-ex24 KIT 2'0.C. . -I- PI 1 I I ' 1 11 ill •PPROX I I i I i I Ii 1 Il li I 11 \ ... NI \ \ i I I: 11 fl 11 11 il II II - I I I I 1 I i'-‘PPR 0 X. P OVERHANG (TYPICA:.) l• i Ii o I :; (C) . <' I I 2x6 ,U r l C II .±..,-- . • I a R LA S 1 -LI 1 I i _•,, , a , • ,, 1! 1 I • , .D 1 :I I II II i I I ,-,-METAL TRJSS ,• I d I Ii ''- -::: AsEmsaimaisk Aexassmssigisi......a.,..... ..,=4, 11 1 "Y; I .1 I i• i :a i ,; . '- ■ ti II II I I • :I) i 1 :c. 1 co ; i ' t■ : i 1 ;1 N _ I ,d- II '' I l' C\I 1 I I i IN, . ; la II — I x 1.1 4 II . it 1 II II I ll I I I I I 1 i II , ;— I -- II 11 I I 1 I 1 I I II I .. • II . ii I I efr' outside of post to outside of post -------* I - - . 1 PANSAL-2.d wg 52201 10733 At our Florida location we stock a frill supply of pressure treated lumber, #2 yellow pine, and specialty items including paneling, plywood laminate flooring, fence panels and moulding. New items arrive all the time so call us and see I what is new! Toll Free: 877-7EZ-BARNS GA L U M B' Toll Free: 877-439-2276 FL 912-852-4000 GA t/! 1 ..4 aOA9 1-877-7EZ-BARNS .. . / al � CZo CD 00 ;, - Z o 1 N ' N ! . N Ni o o ., : - ,N-4.4., F,- ' i 1 rl Statesboro, Georgia / E ... z BAR Ns 4797 U.S. Highway 301 South / Statesboro, Georgia 30452 Statesboro, Georgia E — ZBARNS is • :'t4 ,z . . . T _ _. hank you for your interest in our Barn Kits. We are a building supply store located in i '"z =� - �"'�= "� - ..._ Bonifay, Florida. We have been in business since 1994 and have been selling barn kits since 1997. In 2007, we expanded our sales to the E-Z Barn ,,i ! 4 Statesboro, GA location. We have specialized d .r in agriculture barns, horse barns, stables, hay _ 1 barns and equipment sheds. Professional installation available • —_ _ �— _- Due to the crease in popularity and simple, yet - == efficient, deign of our kits the demand has risen for - multi-puposes.We have sold barns to local churches ,?'�� and sc400ls to make large pavilions for every need. '"`° •.`..�. Loc city and state municipalities have purchased • - - . , A ou wilding to be used as workshops and equipment , i - - 'lls:',...--:!'._-=''.:" ' eds. Our agricultural kits are available in any width a j �l u, 1JJ ;'�� . - '1 1 ,_ PA very cost efficient barns if you do not need to pull a i'`'', L„ `4, ` ' building permit or need engineered plans. ,..•NTHEUSA �_ p,}-Ail, /4.."iiV 72 ...75.4 ..,' 4 minH i , . , .. ....„..„... 4 . .- r' .- ,. L_. t *.11 —g 1L. ' a In the past co .le years we have acquired Engineered/Wind loaded drawings to accompany any barn that needs a build" g permit. The Engineered kits are available in 24', 32', 36', and 40' widths, and lengths up to 160'. If a losed in building is what you need, we can also configure you a wall kit. These wall kits can vary depenv ing upon the siding and doors that are selected. • • Map http://www.sagis.org/app/map_print HTML.asp?pid=4-0001%20-11-001&mapreF4-0001... MapIT .3.,,, .• • � } 1110'_A• -1:._ Cob,.Photo 0o i%ai Tama I ❑ Par„ r a '1 - y �1g 7 Surrounding Counloes 9 [I 10 5 4 t , 4. 4` -- +a r !�'r 1`YF �1a►it r• 41 oillk---'m--'-----GQ---K----ie •. • • 0000110,- 0 . ... . . .a . r 63 .. 113 Illeir jilt-4,fr ; fi 1 f�" ` � lei , _ I&A} z illk . . ,..,,.., t 4 ' P r r.• t r * 4 `'Y IN 14 t iliou'' . 1.,, ..t. --.44c4ivr iiii\ # t ` 11.111. l•T ,mi , 4. » , r. � Ring - 67 Van Horn 0 1 1 28ft Created by Mapit on 12/1/2009 12:58:45 PM using ArcIMS 4.0.1.©Copyright 2002-2003 BinaryBus,Ltd. ADODB.Recordset error '800a0cc1' Item cannot be found in the collection corresponding to the requested name or ordinal. /app/map_print_process.asp, line 384 REVIEW FOR CODE COMPLIANCE MONOLITHIC SLAB ON GRADE . Every effort has been made to identify A1�[: 04NSTR • code violations, no oversight b the PER.FEMA.REQUIREMENTS . UCTIDN MUST COMPLY ITH.TH : reviewer shah be construed as authorit D T ' CriE a' MINIMUM FOOTING 20 INCHES WIDE SST I 0 -G .. AN ii. .E Ip �» d ` ;. to violate, cancel, alter or.set aside BY 24 INCHES THICK WITH 2#5 REBAR. FAMILY DWELLING �. , , any applicable codes or ordinances.The . BOTTOM OF FOOTING MUST BE MINIMUM ' p4 _ ss,l } Y pp __ review and permit should not be construed OF 24 IN H BErOW FINAL Gf1AO � .GEORGIA I I DM NT • AND STATE OF as a warranty or guarantee. L.&3I It —0 �,JG10 Reviewed By 214 Date t7 2Zz 011 7-7 : Y , > . .A J.NSTALLATION.PLANS AND DETAILS... AND FRAMING AND FA TENER SPE IFICATION5 • w3 .Pte ` . PREPARED FOR q, f34 6 K, :: "An roved Set of Plans Must CAROLINA CARPORTS, INC Z 2 ,� LA �.4 An App ,� , Remain on Job Site at All Times PQ BOX r : DODSON NORTH CAROLINA 27017 F6 ' C� s e� �L5 tom`..: GENERAL NOTES 1 ALL STEEL TUBING SHALL BE 50 KS!STEEL. 2 SNOW LOAD©30 PSF. 3 LOCATE ANCHORS AT EACH END OF BOW. NO1� Y 4 FASTEN METAL ROOF:ANDWALL PANELS TO BOW OR ENDWALL FRAMING WITH 1/4"x 1°SELF DRILLING FASTENERS WITH : aem CONTROL SEAL WASHER @ 8"O.C.MAX. (SEE TABLES 1 AND 2 FOR FASTENER SPACING SPECIFICATIONS) ft 5' SHALL E 1 "x 1" SELF DRILLING$CR WS. f 'j 1 ALL FIELD CONNECTIONS SHA L B !4 S L N E 3 , ,, I B. ALL SHOP CONNECTIONS SHALL BE WELDED 165 FIOFESS OVAL + `, 7 THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE INTERNATIONAL BUILDING CODE. tt�` .. �-�. THIS 1$ TO CERTIFY THAT THE CALCUL TIONS AND SPECIFICATIONS,HEREIN HAVE.BEEN PREPAR . r t-- Qk c-,. _ „ • -RE:"I . ACCO DAN : E,WITH'THE REQUIREMENTS 'e. . ,;4 w,. THE:Hl�k�1 �SfC�I�I�� �"I�O�E,SSfOF�IAI:: ENII�EI��R,AhiQ.A ; , N . ;.,R � ,, OF THE 2006 INTERNATIONAL BUILDING CODE, AND 2006/2007 SUPPLEMENTS.. HILL • CAROLINA CARPORTS, INC. . , '' �� ',`y„+ '--,a. '�''-' . 7 SFEET 1.OF 6 e . . . ..TABLE-I'-'DPW FRAME AND PAW- FASTENER SPACING SPECIFICATIONS : • -AVERAGE FASTENER.SPACINlC - BASIC ONGENTERS AL©NG'BO1NS WUNG MAXIMUM RAFTERS,AND POSTS .•• vviNIt SPEEp • EXPOSURE , BO 'SPACING '(INCHES) .• 3-SEOtN,a GUST• CAT GORY (FEET) ClapH). . INTERIOR BOWS . • END B:O1MS . ,100 To 130 . . .. • 5.0 , 6 '. 6 BORC • 140 TO 150' 4,0 . 6 6 . NOTES: •1 Specifications applicable,to 29.gauge(100 to,130 mph)and 26 gauge(100 to 150 mph)metal panels fastened .•directly to ..2 or 14.gauge.steel tube bow frames.: 2 Fasteners consist of 1/4°-1.4X1":sell-drilling screws with control.seal washer. 3 Specifications applicatrleonly ford,mean nttOf he,lght of.20 feet or less,and roof slopes of 14°(3:12 pitch). Spacing • . requirements for.other roof heights and/or.slopes may vary . . • • TABLE 2 .END PS 1{ fl. END V� LLAAELASFEI SPACING SPECIFICATIONS-t A. • gASI BIND •MIAXiMUM END . AVERAGE,:FA FASTENER•1Nigo seFeu SPACI {IG ON-CENTERS .ex posuRi POST:SPACING - 3 •-SECOND!'::OUST ALONG END POST$ : G 4TEGQ!< Y (FEE (mp�H)• .. (INCHES) : BorC . . 100 toi00 5.0 • • 6 NOTES: 1 Specifications applicable to 29 gauge(100 to '130 mph)and 26 gauge(100 to 150 mph)metal panels fastened . "O� ,1 directly to:12 or 14;gauge steel tube bowfraines., 4 2© 2 Fasteners.consist of 1/4"-14X1"self-drillilig ws With control:seal washer. �,, f v�, it': ,:.,•., 1......' ''.... ,:: 3 Specffcatrohs applicable only,far mean roof height of 20:feet or-less,and roof slopes of 14°(3:12 pitch). Spacing �v� reciuirerOoios foe outer roof heights andtOr slopes may.vary • . W 4 WIDTH..WINDOW Atilt? IDOO NOTE CA 016522 'CARPORT MAX QOOR - TH - I wl .: 12" &" EXTERIOR WINDOWS AND GLASS DOORS St ALA:BE TESTED BY AN APPROVED;INDEPENDENT N• ' OFEStOIVA�. ' t I ATORY ANb f3 A1�API AaM R WD alp OTHER APPR©WED LABEL:•1001 T1 "ING TI E t NUEAcTURER,PERFORMANCE CHARACTERIETIGS AND APPROVED . 18'TO 20, 12" �t�,0 . �k E V. c,•PRO tJCT evAt3/fTioN ENTI Y TO I It KATE COMk LIANCE WITH.THE REQUIREMENTS:OF THE ' F GIN 22 TO 24 POLLOWiNG"SPECIFIICATION: • : 16 PUILL\V • -26'TO 30' • 20' NSUAA WWOA 101/IS22/97 '.S THEC O Cri )N$11A14,B~ S TE i? IN ACCORDANCE Wl T H.AST E 3 ,S T N RARD TEST 32 TO 3fi, 241 METHODS EOA TRUCTURAL PERFQRI CE'OF EXTERIOR WINDOWS,CURTAIN WALLS,AND : :: � .INC.I DOORS fa?UNIFORM STATIC:AIR PRESSURE. : . t: .,� ta�ia be 2. °.°- _,�° MS sa y .� .. ,, 4 .,tea StffiEr2OFe • . • 2F(~ABTi"NSA.:aALVAN,XED,AEfAI4 ROOF PANELS. AS EI EDTt3 SSW FRAME WITFt 114 x i SRF s 29 OR 28 OA 6A(VANS METAL,ROOF PANELS • wart!dONTRbl,r SEAL WAStER • (BEE:TABLE i FOR FASTENER SPACINf3), 12 �•• ASTENE Fs rn+coNrROL �� F O BOW FRAME t W SEAL WAS C: TABLE 1 FOR'FA SPA '`J3 4' BOX SAVE OPTION ... .. ® B BOX FAVE OPTION SIDE EXTENSION • f: ® MONOLITHIC SLAB FOUNDATION ® MONOLITHIC SLAB FOUNDATION • CONTINUOUS CONCRETE SLAB CONTINUOUS CONCRETESLAB ® CARPORTS .. CARPORTS . FINISH gRADE : {OPEN •. ONLY) {OPEN fiILY). MONOLITHIC SLAB FOUNDATION TOP OF : . }- CONCRETE 9 14'O NIAX SPAN 3d.o MAX BOW SPAN• • �'cITlNwoas corRETE sine O :(OPEN IARPORTS ONLY) • V ANCHORSNOT REOtBRED-44711 • ! N GONt�;ETE SLAB coNSTRUe7m ..**7. ,... — ::./8's x 30'WITH 4HL 4 HHLp(WCrHW s0 o MAX:SQIM SPAN (sEE OETnR f;SnEEr s of e► 8"'OF BOW YItI iii" (SEE A1I 3 SHEETS 8)' • .. . Not Ta S'iate (SEE QETA—Y S,t1.;M SN CEOENt S5 TR8C)T ION TYPICAL.SIDE EXT€N T ION SECTION. . . TYPICAL BOW SECTION N U oT . : Scale • • . :: 29 OR 2s OA. pALUANOED METAL ROOF PANEL S . . • . I S1i E ik'1? 4 )c► ,W Iii u4•x y SD('s 5.4• s o. s a• s-0 s-O 5-O 54 •y lt.tH.e00,ROC'SI-AI.WAStIER. . ' • • {SEE TABLE.1-"I'OR FASTENER SPACING) 72 MAX - MAX MAX MAX MAX ;MNC �� �'�J 3 29 01126 GA GALVANIZED• AL RdQF PANELS . `1Q" i "day•WEIDAu...wee • . CONNEETIQNS;. " • S"WELD Au SIbES. • BOTH SIDES • y_ as .. .. • BOX SAVE OPTION _ 8 cliit,,,',(11;.t,,,-.(/r. ' • 5 SIDE EXTENSION• 16522• FINISH GRADE ROFE8SIONAL liar .• ®' OR TOP,OF . . MONOLITHIC SLAB FOUNDATION COI!IGRETE • Ark 0,p NU42US CONCRETE Sl.AE; fia tfi.. �sZ' Ic ' POTS+w�lr<Y� NL � GIN�� Q.�' G . - QP� END WALL L �CTfON 40-04 MAX.BOIW SPAN"; : Not To.Scale P1111,1.1?*-- :TROPSED:P01N:SEGTIOhI tRMi Nal To Scale ! r• • .DETAS.1.19FIFxTBOF>B • "°'°a eMt "a 1wIe • , 4. • •iii - StI3 OF e� . r • • • . . . ., ... .. . - -- . • - - ' OVERALL LENGTH VARIES OVERALL LENGTH.VARIES - • DEPENDS OW NUMBER AND SPACING OF,BOWS •1 .. DEPENDS ON NUMBER AND SP/WINO OF BOWS • Il . . I1'_ II .•• 1 4�8i . :�� 1 • zs OR 26 GA -- $"TYP. R-PANEL ROOFItiG• SIDE PANTt ELS ''.d • . CLEAR SPAN AS REQUIftEO Yt-0•MAX... SEE TABLE 1 SEE TABLE I SEE TABLE I.' . '. SEE TAE.. 1 WWII . 11=11E • Q : "x-111 }i iSii1 11= 111 1J 41.i il:Iil )Iitl-311,—itlalli IUMI®11�I11311I~I1 � 1•`"= EiglEilfl=flt=_l . I III=1ii ll 11 = 11_11'°. » =1t�J1�1 "Il I ICl"; 'elm � _. -� — lul _ - — — — „1-.� IICII,. �, . .�� II�nI� I: fi _.. 1 3 • . TIE Dowk ENGOEERINdist•;LCNGAtign ANCHORS Rea 6014660 WITH 0$L ::HELIXEEANCHOR 0D TE$A QmJCTtON. 1SE E4iE#AII'1 bf{EEisoi 9) (SEEOET IL OFaj GROUNR iAN¢HOR$;�2S O.C.MAX (SEE DETAit3,SHEET 5 OF 6) 5� L1/Al(J1 SIDE; PEfiING NDE TO Scale NotTo Scale cOPICkiETES1Jls CO(�ISiRtJCFICN. I�.AET[Ut.t.sF1E6Tso6gj .,. . • • S-0 5'OP S 0 B-0' S 0` 5'b' • 5 0' sta., S-0" .5'-0' S'0" .5•-0" 5=0- S'-0' • ialli MAX:. MAX Ow' MAX MAX • MAX MAX MAX MAX MAX MAX MAX MY TS HEADER. gg- 29 01126 GA::GALVANRED • METAL ROOF PANELS lay I 2$4R 26 GA GALVANIZED METAL . -., l a�1 1 ,r>I � . SIIIE PANEL&:SECURE WALL . �r'' fd -- — TO BOW RA SELFD •,:- 9 � uyt st4"xI"SELF I I I I POST DRILLING SCREWS wr CONTROL !! TS.ENDWALL POST SIa2E FQR SELECTED GAR�4GE 09OR-:• SEAL WASHER et 8.0,G• • .,• ENDWALL TS POST •• Ali . 11 (1 . s 4l II oR26 �`' ECAL � a j � , '. • 711151: w11911M11: llE x11=111=111 11E1111 . •. . : - . �ai— --1 1 �ll. III li] l—li,ll • �S .`rROHDAGioRS 0 END �t►•• (kticys 'F14FSIONAL Q G. . . •. . . K . . ANCHORS NOT.REquitilt ,VE(Ri � M lF .. �1 � � REAR WALL SECTION DQEEN ESUE T.b ‘,.'i$:..,. � { � � „• 4 r�tr�se . NotaSaa / �1�1 .•. T • • • • 4- a�.a�°` SF�E14OF8 • wsTititk.Vz"xs" ?wANsoNnt tioR fNSrauurx6 DaRAwsroNMCtOK T [I 1 R*WiiiNM6'OFEACIi- THROUGH BASERAA.WITHIN r OF EACH . • 80NfIkLffM 51DI;SiF 1.4smgEVBW BOWALONGSIDE5•• GTH* #WIAt.ENO5TAi:ONGII� .. . 011-SECTIONS . • _ 1 z . . 2"MINIMUM ikir . III 1: 1, 16 GAUGE U-CliANNE ERACE•2.1/2!FOR: , •. FASTENEDTOTHE LEOAWt�80W, :alga . 14 GA FRAMING . . .m 2-114:FOR POSfT10NED AT 45 DEGREES.YYITH 12 GA FRAMING 2 1!4"x 1'.SELF-[iFtILLINL3N8 AT EA (4 PER BRACE) •ow NOV- MIIMUM 4" BRACE SECTION . • •. N . . MCINOLCfHIC CONC F0071111G(2500 PSI MIN) CONTINUOUS 4`CONCRETE PAVEMENT REINFORCED wok 2#fig CONTINUOUS t. ;, :• I' 'ti � . • ' . - . ' - ' - . /. f' A RA / N R G C C r o E A .--NotToSCale (OPTIONAL) Nat To SOW, (OPTIONAL-OR ,OTOY .s�•. s�iQ•• • . CONCRETE: . I L � ` �•• . • CONCRETE SHALL HAVE AMINIMUM SPECIFIED'«.,: •-'._. .,.i „4: -'002500 P$4 • • . . 6`i:QNP TS 12 GA NIPPLE E THR� UGH . . . ORILL.5L8'IiOL OU,, .THE AT 28 DAYS SECURE WITH 4 1/4`x.0..sops SE RAIL H 112°DWMETER COVER A REINFOI LING S EEL•. . MINMMO ANCHOR THROUGH BOLT 2 WASHERS INCHES UNDATlQNS1NHE�iE RE3ECOVF,E#04fBR�REINF7i3OCNQ09ARSSHA[LBE.•• 31, IN FO THE COt T,iS.. . .iA1. . . . . •.• TS CONT.BASEBALL -Y IN EOM ACT WtTEL GHE EAR ORE OSED l O ThE R H OR WEATHER AND..1 laINCHES•ELSOHERE: S;Ek 40Dge W. . GItOUTEOC@1S.SHAC1 STAVEAMiNWOJMGL'EABDI&3ANCELIFtillVEIt.FORIE•• • TS BOW POST . , A MASONRY•TOP OF SOIL OR GROUT OR 112 INCH FOR COARSE: OUT BETIOTEEN., NG BAR&AND ANY• CONCRETE SLAB FACE OF A CREINFORCiNGI > 1NALiS 9►(AIrL HAVE A 112"x8" :i iC # NIPPI E TO .i! 1 a WITH FACE EXPf ED': OR THER:1 112 INCHES FO • ANt;HOR p Sl Et+I PLATE UNITS NOT EXPOSED TO EARTH OR WEATHER•s 114`GALV. II.IRIIIi� 11� Ili _Ill film REINFORCMKiSTEEL: • STEEL PLATE _ I. THE REINFORCING SHALL FIE MNINtIM GRADE 40• MONOLITHIE CONCRETE FOOTING _ GAt VANIZATION. METAL ACC ES30RES FOR USE IRPCIEERtOR.WALL CON53RUCTION. ND'I••EYE ANCHOR Driza CY EXPOSED"TO THE WEAT ER SHALL BE GALVAMZED IN AG:DRDANCE WITH 518 R003D`LONG ASTM A 153.CL.ALSS B:2=MEFAL PLATE C TORS SCREWS BOLTS_AND NAIL' WITH � F1➢8L4.HELOC .F,](POSEDDIRECTL YTOTF�WEkTHERStfAL;LBESTi41Nl.ESSSYE�.OITI�T'D�ED:•GALVANIZED. . . • . REINFORCEMENT:MAYBEBENTINTHESHOPOR,TRO- IELDPROVED'ID - 1.ALL,REINFORCEM ENTISBENTCOLD 2.THE MINASTER.Of THE;B ND,MEAsURED ON T)1E'N151DE OF.TL BAR.IS NOT LESS HAN SOC-BAR DIA1 71 26 AND :. REINFORCEMENT, CONPRO E•. 'ERN " BOW POST ' O CONCRETE ' 3. NT PARTGLLLY EMBEDD>�7 IN SHAH AIOTBE FIELD GENT• I�ESSARY • G :.I. U1 L E E:. ... • �y 'j' ©/[. - ©.•p./�: ;WHERE BENDING IS TOALIGPiD01N�BARS:#AtiLFFA � � T„ ' '*. . . 4. ,..: Rf'4 � G 'I`►/"1t3 VERTICAICEL L.6AR8;F/kRT1ALLYEIyIBI ED MI SfII�Li To.. Mitt` '#Siiiio A ' N otSce - _ i DLACEM • HESOF RTICAt B R1 . .'1 IhIfX+�HQRfZOt!�'IAL. ENTTp . • ' � i '°'°s.7: 'ter °°e lU• • t 2 } '.. . \L,....) • 4,' :FiEETSOF6 wwo-.....awti .. _ o.. -.._..m.r . .w �aYMN� k+1. ._i,A.44u 1.... Ts:BOW POST • • 2 x2"xx2"16 GA ANGLE CUP. • . - $EOURE TO POST AND HEADER W/.:1 14"x1"' 29 OR 26 GA-GAl_V. . 6pl~ 2 ON TOP AND • METAL SIDE PANEL 1 — 2 ON SIDE 1 t/2 x:E 12 x2 16 GA CUP .ANGLE SC-CURE.TO BOW-POST Alp BASE RA1f 4V/41/4°x1"SDF's TS STUD 11�y I 1 Size vanes:See plan i 11 I TS CONTINUOUS BASE RAIL :' II it. I `. 0 E D `C : T/BOW;CONN. DETAIL END BOW/BAS _ SE RAIL;CONN: HeadertDposfcomeetbn � =1 I IVot,.' c.t.: • Not To Scala wtthangie dip.See detail 7 - —,s �ow�Ts 12�n;t!UPPCE:, I � 7` I TS END POST • • S£CURE'WfH 4114 x t"SDPs I :I 2x2 x2 1£0A—ANGLE CLIP f SECURE POST AND ' I :I# HEADER'W11lcx • SDF's-2.ON TOP TS BOW POT.. yy NIPPLE TO. 3718" BASE RAx } 75 CONTINUOUS BASE RAIL 1iI TS NOhi STitUCTUt2AL HEN+bER :`. � 1 ! II n1EIl W Ior I I I I ,�,. , ', � • H Ap R O POST CONN.' DETAI : . - ; ..-O - / ., I I I I. =� a s ; : ,1:3 .W_:BAS� RAIL.C(�P�II�L. DETAIL. - - . ,�� �;. . Not To Ito.-:.>. .. . ... fVpf o stele": 6. ' tc ± T �� ;1 fi522 PROFESSIONAL In • #8x11/4°SDF #8x1.U4°SOF f F Q` cJ . Aid * Pfill-k-1/4? ' . . NOTE 14GAFMMING IS 2-1P2"�c2112`T 'STEEL 718" 114`'fUBE 1 CURTAIN,., 18 GA. 12 GA F14 611NG 15 1/4'x2 S?EEI.. FRAMING NIPPLES/tf3E 2 U4"xi/4'12 fil4T S fQR 14 GA FRAMp+IG ' NIPPLES ARE-rat:f2GA T.S'�.F�fR 12�GA 21'2" ---*� CAROLINA CARPORTS . SECTION THROUGH I OLIA l P ,,° SECTION I I-I # i cale D 4 urea felt- x. e.r- Not TO SEaIQ AIN 20 9A.g�nF2;ed sleet wlth 3 NT$ d:on epoxy primer S.polyester topcoat: : s s of wwo-.....awti .. _ o.. -.._..m.r . .w �aYMN� k+1. ._i,A.44u 1.... Ts:BOW POST • • 2 x2"xx2"16 GA ANGLE CUP. • . - 6E0Uf4E TQ:POST AND HEADER W/.:1 14"x1"' 29 OR 26 GA-GAl_V. . 6pl~ 2 ON TOP AND • METAL SIDE PANEL 1 — 2 ON SIDE 1 t/2 x:E 12 x2 16 GA CUP .ANGLE SC-CURE.TO BOW-POST Alp BASE°" RA1f 4V/41/4°x1"SDF's TS STUD 11�y I 1 Size vanes:See plan i 11 I TS CONTINUOUS BASE RAIL :' II it. I `. 0 E D `C : T/BOW;CONN. DETAIL END BOW/BAS _ SE RAIL;CONN: HeadertDposfcomeetbn � =1 I IVot,.' c.t.: • Not To Scala wtthangie dip.See detail 7 - —,s �ow�Ts 12�n;t!UPPCE:, I � 7` I TS END POST • • S£CURE'WfH 4114 x t"SDPs I 2x2 x2 1£GA ANGt,E CLIP f SECURE POST AND ' I :I# HEADER'W11lcx • SDF's-2.ON TOP TS BOW POT.. yy NIPPLE TO. 3718" BASE RAx } 75 CONTINUOUS BASE RAIL 1iI TS NOhi STitUCTUt2AL HEN+bER :`. � 1 ! II n1E111,1Ii for I I I I ,�,. , , � • HEADER TO POST ON I. DETAIL . - ; ..-O - / ., 1 I 1 ' =� a s ; : ,1:3 .W_:BAS� RAIL.C(�P�II�L. DETAIL. - - . ,�� �;. . Not To Ito.-:.>. .. . ... fVpf o stele": 6. ' tc ± T �� ;1 fi522 PROFESSIONAL In • #8x1114°SDF #8 x 1.U4°SOF f F Q` cJ . Aid * Pfill-k-1/4? ' . . NOTE 14GAFRAMING IS 2-1/2"�Q'11?TUa STEEL 718" 114`'fUBE 1 CURTAIN,., 18 GA. 12 GA F14 611NG 15 1/4'x2 STEEL FRAMING NIPPLES/tf3E 2 U4"xi/4'12 fil4T S fQR 14 GA FRAMp+IG ' NIPPLES ARE-rat:f2GA T.S'�.F�fR 12�GA 21'2" ---*� CAROLINA CARPORTS . SECTION THROUGH I OLIA l P ,,° SECTION I I-I # i cale D 4 urea felt- x. e.r- Not TO Scale IN 20 9A.g�nF2;ed sleet wlth 3 NT$ ,1 on epoxy primer 8:polyester topcoat: : s s of • TS B01N RAFTER . .. 24'16 GA LKNANNEL,BRACE(STO T POST) • • . 48416 GA U.CHANNEL BRACE(81•TO 14'POST), NO SQREYYB NNIPPLEE ThTOER ReQUIRED • 5... .. 6 .• 3I1 • IN BOW KENO •1'I�r• OW. • • 24"16 GA U•CHANNEL BRACE(5'TO T.POST) . q8 14 '16 GA iYCHANNEL BRACE.(9 TO 'POST) • • 6 LONG TS 12 GA NIPPLE SEAL/RE BOW AND POST TO . NWPLFV ITI44-114'x1' B"LONGTSI2GANIPPLE SELF-DRILLING FASTENERS • SECURE POST TO NIPPLE WITH • TS BOW POST • TS BOW POST . • • •• . . . .p B Q V E EO /CORNER POST-DETAIL ORNER 3L . NorT+sScae NofToSc�te .;• • • . RAFTER RANT ER 3/a8' • 12'LONG TS 12 GANI(?PIE . SECURE POST TQ mPOLE . • WITH 4;114"x 1"'SDP's, 4 ..: . :-. i„,,-. ,_ -...• . . RAFTERANEI GABLE • i ==oPs• , 1 V25t1.i. . 16 G .CLR ANG • LESEGURE;TO- ' AND GAD LE . LE vl RAIL Wt4-1!4"x1'St1P6 20NSI� - • TS GABLE RAU t/ • "r 4"1$GA IiHANN£l BrtACE(S•TO f post) /k r 9 TS 8OW POST 40"10GA 1.1,e1-IANN,BRAG=(e'7Q 14'ROST) ^— - •TS BOW POST' P i GABLE RAIL To BOW POS. ---. PROFESSIONAL. " • SIDE EXTENSION Sell `; CONNECTION DETAIL . TETAL No TO 'N . NotToS 4118 .. f1Ll� 1n"18 GA cwwN • j U4"x 1"$ELF-Q TO EACH.BIOW W, 14(2 RR LING• 12" NQTE. 14 6A.fRANNIJfis fS 21t2'7Q 1 7•r!�STEEL. �` EA5TENER BRACED NQT MORE THAN"48''8`O C . . 12 QA FRFAAIVG 1824 N}"1.Q 10}'Tlf9 E NIPALESAi 21102-114"'1Z44AT.S f.OR14GA;FRAMING NIPPLES-ARE 2x2 12. LSrF, R,1 2 FRAMING . TSszzs z • AS INC. OGE'PANEL ATTACHMENT aassie 1. ides - 1045.08 fak ROEI Pmt «.rte 1 ntot To spate .tarot SF- • BOFB • • . NIPPLE TO 3/16° . . \\11 . 7s 8QW RAFTER' l IS BOW RAFTER N6".LONG TS:12 GA.NIPPLE. 1/8" SELF OERILLING FASTENERS . sillikillp;• W.LONG IS 12,GA RIFFLE . 1 SELF-DRILL G FASTENERS I^ • DOUBLE TS HEADER -°--'�^ Mii � • �l. DOUBLE TS HEADER TS BOW POST 3/16" NIPPLETQ • t BASE RAIL • BOW/POST DETAIL. BOW/HEADER`DETAIL Not fa-Scale Not To Scale •• 6 LONG TS 12 GA NIPPLE:. a�f� SECURE EACH SMITH 4-1(45:1"_ SELF-DRILLING FASTENERS • IS 80W POST . I'll. TS END POST TS HEADER 25¢'x2'.16 GA ANGLE G . HEADER E W/-1/4x1 AND'` f TS GO': NTINUQUS BASE RAN N : L• .,' SDF -2 ON sots o '16522 • 2ONSIUE (2RE D) PROFESiCtA 1 s' ; • 9/16»:.� NIPPLE To ■ G.'it...-.t.: .N.'z :.•BASE RAIL 1Qi BOW/BA E RAIL C h ETAII END :POST TO HEADER/RAIL CO N ': . . . 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