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Home My WebLink AboutDRAWINGMIN SQBACK REQ. FRONT SIDES "4D CNR SIDE -REAR ZNG, TECH. FBC APPROVED PRODUCTS LIST PRODUCT APPROVALCIA AMAX DESIGN SUB CATEGORY MANUFACTURER EXPIRATION PRESSURE CATEGORY No. & DATE DATE WIND (PSO SPEED STRUCTURAL COMPONENTS ROOFDECK CAROLINA CARPORTS. INC. FL6598.1-R5 04105127 180 1 ♦21.31.625 26 Gauge AG Petrol 10110117 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14127 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 - 0927119 8x16 Flood Flap 10N3/17 EXTERIOR DOOR$ SWINGING ELIXIR DOOR AND METAL COMPANY FL17986.3-RI 12103118 Series 402.14 01/29/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5•R1 09114/20 Series 407 0129/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL6888,1-RS 12/31/18 ISO 1 1 427.3/-62.6 WA WA 139 -40.01.40.0 170 ♦40.0145.0 180 *55.61.55.6 Model 203 10108117 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R2 10117118 180 e55.01.55.0 Model 185 SH 1229117 TABLE i RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS AND POSTS OR GIRTS WIND ULTIMATE NOMINAL MAXIMUM POSTIRAFTER (INCHES) INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTER! 110 TO 150 89 TO 116 5.0 6 6 I C 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Spedficallons applicable to 26 gauge metal roof and wall panels fastened dlrecUy to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof pudlns. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7' to 27' (1.5:12 to 6:12 pitch). Spacing requirements for other roof helghts andfor slopes may very. GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) 110 12 1130 140 150 160 170 180 � 12 14 16 18 20 22 24 31 DalaiDalai 1O j F41Deta91C 48'Andxx a30L-14+soA d. aI I DeW tc i DETAILS 1C AND 1 D SHOWN ON SHEET 4 OF 5 GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES. INCLUDING BUT NOTLIMITED TO PLUMBING, ELECTRICAL. INGRESSNEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS, 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITYISTORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS. OR OTHER COMPONENTS NOT LISTED IN THE FSC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK BECHTOL ENGINEERING AND TESTING. INC.. SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS. S. ALL FIELD FRAMING CONNECTIONS SHALL BE 012-14x314' SELF DRILLING SCREWS WITHOUT CONTROL BE LWASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. S. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-WI AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185. OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6'OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING ANDIOR CONCRETE SLAB CONSTRUCTION. 9EE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL ATI252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION. EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 8 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) -RESIDENTIAL, AND SECTION 1616.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017)-BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2.12• x 2.12' TUBE STEEL (TS) WITH 2-11W x 2.1/4' TS NIPPLES. 12 GA FRAMING: 2.114' x 2.1/4' TS WITH T x 2' TS NIPPLES. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA-- PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY: BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 CerUOoale of Authorization No. 00005492 TH G TOCERTIFY THAT THE CALCUUTIO,NSAND SP IFICATIONS HEREIN HAVE BEEN PREPARED BYTHE UN ERSIGNEO PROFESSIONAL ENGINEER AND ARE IN FRECEIVED CT 0 5 2018 AC OROANCE WITH THE REQUIRENENTS OF SECTION 1609 OF TH FLORIDA BUILDING CODE, SIXTH EDITION(2017). THE PLANS YALID UNTIL THE NlJR1f(S 441161INY ORIDABUaDING D �� BEC/•/T i� County, Permlttln� �, ENSE ' 0 :w� o p1T2o c IFlarde Uunu lr ••••: •:: ••n�V,, I -�s�tse�rtiRRr �I�rrr 11111111 CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Iloilo MEIZZI BECHTOL ENGINEERING •»•• ,m ,Ry AND TESNNO, Ica mn,nnr ee�oemn+. w wow° nma ec,w V1O RR i0i 018001 "1P•`•TB I SHEET I OF BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF I BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF I BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF Erra• TYPICAL SIDE ELEVATION NOTTOSCALE f771 TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF T7, • TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE ROLL•UPDOOR SMOMODOOR F 'E MR '_ TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGINODOOR (A-applwllo) (As-ppOwN-) 6 = TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOTTOSCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR (Aa oppEcallo) (Aa epp7wh)e) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT 70 SCALE ROLL•UPOOOR SWINGDIODOOR (N eppEwEM) (A—Wk k) TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGINODOOR (AaappOwtla) (Ae-ppEwhia) s TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE 13ECHTOL SOSWESTNE DELAND•FLO caa;nw///aa� FWW.U.— ROLL -UP DOOR SWOIGDIGDOOR (Asopp94do) (M-PPE'.W) TYPICAL END ELEVATION NOTTOSCALE �```1111111111 %V NOINEEROiC�1Q a''INC.. TORRAVFgNep • )A 02)T0- �eEoe 6, 38530 5 � Ljj CAROLINA CAOP (4'RI;LLII gldlt GENERIC PLANS FOR USE IN THE S4A7E OF FLORIDA BECHTOL ENGINEERING AND Tl80N0, Ne nwneuw®u'-~i-mv,��' m -ea°„° nn-9 Mwon 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFAC7URERS INSTALLA710H INSTRUCTIONS 2 12 Q3 24. 16 GA UCHANNEL BRACE FASTENED TO RAFFERWITH (2)V12.14x3V•SDFYAT EACH END (4 PER GRACE) i JIL•AANUYRAITEA 6PANON [PIGtE 0.UIFR � atTTOTOPATT[R [PNI REOVwE8A I0.YIDLORAIIFR I A9 SNTYNdIlIx9 x1E[l . N TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOTTOSCALE SEE NOTTOSCALE OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOTTOSCALE VANIZED METAL ROOF PANELS TO RAFTERS PER MANUFACTURERS ONINSTRUCTIONS 12 TYPICAL INTERIOR RAFTER(POST FRAME SECTION - BOX EAVE- HORIZONTAL ROOF NOTTOSCALE arm ROOF PANELS 24-WTERVAN MI-t RAJIER .N TOWWIER WANREOWE[ATR=IWRAEEER 6I II A![RP.fl10N lItl96M[T I F TYPICALINTERIOR M RAFTERIPOST FRAME SECTION -VERTICAL ROOF NOTTOSCALE 1./718 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) N12.14 x 3N• SELFDRILLTNO FASTENER SPACED NOT MORE THAN 48' O.C. It If 8' 2 8EE TABLE 1 6NEET 10F8 LEND VARIER DEPENDING ON NUMBER ANO BPACINO OF RAFTERS TYPICAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE SEE TABLE 1 RNI — TYPICAL ROOF EXTENSION OPTION END WALL OPENINGS POSWRAFTER'FRAMING PLAN TYPICAL LEAN-TO Of NOTTO SCALE NOTTOSCALE (BOXI 24' 16 GA U-CRA NNEL BRACE (6' TO P POST) 48. 16 GA U-CHANNEL BRACE (V TO If POST) ' BRACE ANGLE SRALL BE MIN. 30- TO MAXi 48• FROM HORIZONTAL FULL 6• WELD BOTHSIDES e• 7 8' WELD ALL WEB CONNECTIONS, M BOTH SIDES 4 FREESTANDING OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE LEAN-TO FRAMING PI NOTTOSCALE— NOT TO SCALE im SEE TABLE 1 SHEET 10FS lD$ 9 TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX SAVE RAFTER GABLE END FRAMING PLAN NOTTOSCALE '24.16 GA U�CHANNEL BRACE FASTENED TO RAFTER WITH (2) 012_14 x 314• SELF•DRBUNG SCREWSATEACHEND (4 PER BRACE) MAIN STRUCTURE INSTALL ITx MINIMUM &Vr EXPANSION ANCHOI THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDESAND WITHIN S' OF EACH END WALL POSTALONG END WALL SECTIONS 2.12' EMBEDMENT '� 2CONCRETE BASE RAIL ANCHORAGE OSm4 DRRLSWROLETHR000HTHE BASERAILAND 6ECURETO ANCHOR EYE WITH 12' DIAMETER (SEE GROUIRI ANCHOR AVNIMNA 4• SCHEDULE, 511 NC O FOR REW RED ANCHOR) ZI CONTDMOUS4' CONCRETE PAVEMENT EYEANCHOR---_� * CONCRETE BASE RAIL ANCHORAGE IG Na TOSWO (OPEN CARPORTSINHERE SUB EDGE DISTANCE DOES NOT MEET IANIMUM EDGE DISTANCE SHOIYN INGETAIL 10) OR NONSTRUCTURAL HEADER I TS END POST OR DOOR/ WINDOW FRAIAE POST > 2SQ5Q-1. GAANGLE CLIP SECURE TO POST (EACH 610EI TSBASEA'IINDOWRAILOR AND RAF.RC..RDIMLWITH NONSTRUCTURAL HEADER (4)012.14 x314• SDP.,(2) ON (12 OA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM. (2) ON SIDE NOTE: AT ROLL-UPDOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON S1DE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL N.IT.SWo INSTALL I2'x MINIMULI6.12-EXPANSION ANCHOR THROUGH BASE RAB.WITHIN S- DRILL WB-HOLE THROUGH THE 2-WASHERS OF EACH RAFTER POST ALONG SIDES OME RAIL ANDSECURE TO ANCHOR EYE WAD{ I2' DIAMETER TSCONRNUOUS THROUGH -DOLT BASERAIL wR, g- TOP STABLE GROUND OR STABLE GROUND SURFACE MWANM2-U2-EMBEOMEHT EYEANCHOR b'S•ROD4S•LONG ir WITH fi'HELUL OR 6W ROD 60'LONG (SE[GROUND MlCHOR IdINIMUM 4' WTTH 7. HELUL SCHEDULE. SHEET I OF S. ASAPPLICABLE FORAPPLCADRITY) CONTW11 S4-CONCRETEPAVEMENT 1 CONCRETE BASE RAIL ANCHORAGE '� NNTo 6T.b (oPTp1uL- OPEN CARPORTS ONLY) 24' 16 GA U-CHANNEL BRACE Ism T POST) 4S- iS GAU-CHANNEL BRACE (97010POST) BRACE ANGLE SHALLBE MIN, 46' TO MAX. SO' FROM HORIZONTAL LTSRAFTER Y.- LONG TS NIPPLESECURE POST TO NIPPLE WITH (4)f112-t4x314'SDft R POST BOX EAVE RAFTER/POST DETAIL 2A Na T.Sta. 1.12'x 1.12'x 2' 10 GA CLIP ANGLE SECURE TO POSTANDBASERAIL WITH (4) 012.14 x 3'4-SOP., (2) ON TOP, (2) ON SIDE "-TS CONTINUOUS BASE RAIL 5 END POST/BASE RAIL CONN "To SW. %1 BASE RAIL DEEP ANCHORAGE NaITo ST4o NOSCREWS REQUIRED IN BOW BEND 3- —6-LONO18NIPPLE SECURE RAFTER.11 POST TO TSRAFTERPOST NIPPLE WITH (4) 012-14A314' SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL ZB Na TOSCY. F ROLL -UP DOOR FRAME) 2'x2-x2- i6 GAANGLE CUP SECURE TO POST ANDTOP OF HEADER, OR BOTTOM OF WINDOW RAILIGOLT WITH (4) 0t2.14 x WC SDFY (2) ON TOP OR BOTTOM, (2) ONSIDE OW RAIL ORG FOR IR CAL L SIDING FOR VERTICAL OPTION NON-STRUCTURAL HEADER, WINDOW i1 RAIL, OR GIRT TO POST CONN. DETAIL V Not To S..I. DRBL 6/8' HOLE THROUGH THE 2-WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH UrDIAMETERTS CONTINUOUS iHR000N-BOLT SERAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYEANCHOR (SEE GROUNDMICl/0R F18' ROD 30' LONG .SCHEDULE. SHEET I OF 6. .ITRODL4'LONG SCHEDUrOR LE. SHEET BASE RAIL ANCHORAGE IU NaTL LFTER POST INTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL Nare6ul. H IQECy��', BECHTOL ENGIAI� I b AND 7!MIjq, INC:, 6BSWESTHEWYoRIMv N ND. _ DELAND. FLORIDA 3220 COAApl..1 92 — Th— F1.IH.Lxo.wNo.3es3e�i� �` �'•., FLOF(�P•'�• �� w.. nvci v TS RAFTER POST 6' LONG TS NIPPLE SECURE EACH WITH (4)§12.14 x 314- S' LONG TS NIPPLE SELF -DRILLING FASTENERS AANGLE CLIP SECURE EACH WITH F2n4' ' LONGTS NIPPLE 12 GATS POST POSTAND (4) 012.14 x 314' H (4)012-14 x L/' SELF -DRILLING FASTENERS +RI' SECURE WITH (4)012•IIx L4' SELF -DRILLING FASTENERS BOTTOM, L� LATE TS BASE RAIL TSENDPOST SECURE TO EACH SIDE OF P08TATAFIERCONNECTION 20A DOUOLE 79 HEADER WITH (4) 012-14 i 3f4-SDF'x, (2) ON POST. (2) ON RAFTER 20ATS PoST LIB' NIPPLE TO DBL. NOR. NIPPLEO BASE RATIL END POST/RAFTER CONN. DETAIL �� 1 RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Nol To Sab Nol To Swio Nol To Sale Not To Sale 1-1lt' x 2' 10 (ACLIP ANGLE SECURE TO RAFTER AND CABLE RAIL WITH (4) N12.14 x L4' SD- (2)ON TOP, 7•U2'x t•IR'x 2'10(A (2)ON BOTTOM CLIPANGLE SECURE TO RAFTER PoSTAND CABLE RAIL WITH IQ Al2.14 x L4' SDF'x (2)ON TOP,(2)ONSIDE 78 GABLE RAIL TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Na TeBab 2' 2-110 FOR 12 GA FRA+ANO 2.112' FOR 14 GA FRAI.ING 16 GAUGE UCWUINEL BRACE FASTENED 70 THE POSTAND RAFTER WITH (2) 012-14 x L4' SOFS AT EACH END (4 PER BRACE) BRACE SECTION IW To Su14 2' 1SGACLIPMOLE PIER POST AND 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 012.14 x 314' SOF'e, NBLEJ 1.1SECURETORAB AND GABLE ERAND RAIL()) N RAIL WITH () 01244 x B SDP4, / T P,(2) (2) ON TOP, (2) ON BOT70M a 24. 18 GA U-CHANNEL BRACE B' LONG TS NIPPLE 48' 18 GA U CHANNEL BRACE( SECURE RAFTER AND POST TS GABLE RAIL BRACEANGLE SW TO NIPPLE WITH (4) 012.14 xL4' TO 1AAx. 60' FROI SELF -DRILLING FASTENERS . TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Nd To8a4e 1.1R' 10 GAUGE FURRING CHANNEL FASTENED TO EACH RAPIER WITH (2)012.14 ■ L4-S0F SPACED NOT !ACRE THAN4LP O.C. 26 GA. METAL ROOF PANEL TS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) No) To Safe SECURE WITH (4) 012.14 x 3W SOPY _Iklr—TS RAFTER POST SIDE EXTENSION AFTER/POST DETAILO2Rw SECURE TO EITHER SIDE OF POSTATAFTER CONNECTION WITH (4)012-I4 • L4' SDP.. (2) ON POST, (2) ON RAFTER 78 LEAN-TO RAFTER 2TdTd' I6 GAANGLE CUP SECURE TO POSTAND RAFTER WRH (4)012.14x L4' SOPS, (2)ON RAFTER, (2) ON POST ��OST / LEAN-TO RAFTER CONN. DETAIL No1To Swb BECHTOL ENGINk•ER JiN6 , I 80SWESTNEW TOW(j�uFJI DELAND. FLORIDA 37130^ C.Aw.l.o1 6mNo. 2- o.3 3ir TAemef DeNbl, . FIOA4o Llanso Na 3e53a� �•�' STATE OF �(/ VERTICAL SIDE OPTION SEE BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR (Asepp00pd0) (As 0) oilR TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOT TO SCALE GRTTS RTpuO io /-1•'FeZ tE OAUOE FURRING CNANNEL FASTENED TO rOPENING FOR SWINGING DOOR / WRN NONSTRNCnrtlu RcencR ti Wm�I TYPICAL POST/RAFTERIGIRT FRAMING PLAN NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY BLDG -VERTICAL SIDES ROLL•UPDOOR SWINOINODOOR (b appOpdo) (b appLul de) —' � 's`w__. 1 \\\1111111U17ff/fi BECHTOL Etit33� ING O '- :' _�{--,�s—•T 605 WESTNEWYOWAV(♦wue 7m%� - TYPICAL SIDE ELEVATION TYPICAL END ELEVATION ' NOTTOSCALE ROTTOSCALE OF FNMeLkenuNqJ657 �ff11111111111