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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS LIST PRODUCT CATEGORY SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS STRUCTURALWALL STRUCTURAL COMPONENTS FLOOD VENT EXTERIOR DOORS SWINGING EXTERIOR DOORS SWINGING EXTERIOR DOORS ROLL -UP EXTERIOR DOORS ROLL -UP EXTERIOR DOORS ROLL -UP EXTERIOR DOORS ROLL -UP WINDOWS I SINGLE HUNG NOTES: 1. DOOR MANUFACTURER CAROLINA CARPORTS. INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26GaugeAGPaneI FLOOD FLAPS. LLC 8x16 Flood Flap ELIXIR DOOR AND METAL COMPANY MAXIMUM ALLOWABLE I WIND SPEED CIA APPROVAL EXPIRATION PARTIALLY No. & DATE DATE OPEN JINCLOSED ENCLOSED FL6596.1-RS 04105&27 180 180 180 10110117 FL6702.1-R5 03114)27 180 180 180 10/10/17 FL17381.1-R2 1 09,27119 1 NIA I WA I NIA 10103117 Series 402-14 1 01129118 ELDaR DOOR AND METAL COMPANY FLI7996.5-RI 09/141,20 Serif a 407 01/29/18 CAROLINA CARPORTS, INC. FL168062-R4 11/11do Steel Rall-Up Sheet Door- 8' Wide 06/18119 CAROLINA CARPORTS. INC. FL16806A-R4 1111111120 Steel Roll -Up Sheet Door - I D'Wido 06118119 CAROLINA CARPORTS, INC. FI-16806.11-R4 1111ir2o Steel Roll -Up Sheet Door - I Z Wide DIS11afig CAROLINA CARPORTS. INC. FL16806.3-R4 11/11120 Steel RoII-Up Sheet Door� 19 Wide canatis MI V41NDOWS AND DOORS FI-17499.1-IRS 10hi/2.3 Model 185 SH oar2iriiq tENT PRODUCT PNES ANDIOR MODELS. PROVIDED THE FOLLOWINGCONDITIONSARE MET WA 156 138 N/A 165 147 WA 180 180 N/A ISO 172 N/A 179 154 WA ISS 133 WA 1 175 157 TABLE1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFIC4 71ONS I I ON-GENYERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND -ULTIMATE NOMINAL PosT/RAFrER "INCHES) RISK EXPOSURE WINDSPEED WINDSPEED SPACING I= POSTSEND CATEGORY CATEGORY (MPH) (MPH) (FEET) POS FTEIRS IRAFTERI IIOTO190 6 1 C 1w TO150 1- I i5170 180 17 TO 139 1 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal mof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof puffins. 2. Speciftcations apipticabla only for mean roof height ol'20 feet or less, and roof slopes Of 7* to 27'(IA,12 to 6:12 Pitch). Spacing requirements for other roof heights andfor slopes may vary. 12 14 16 18 20, 22 .24 26 i8 ---- --- ---- !-- 4rAnChor befall IC 170 DETAJLS1C AND 1D SHOWN ON SHEET4 OF 6 B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REOURIEMENTS 2. FRAMI NG CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAMETOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE . RAJ . SED . 0 . R LOWERED AS NECESSARY TO ACCOMODATE SUBSTITUTED PRODUCT. . .. - , - . - I GENEM NOTES: 1. THESE PLANS PEkAIN ONLY TO THE STRUCTURE. INCLUDING MAIN WIND FORCE RESISTING SYSTEM. CO . MPONENTS AND CLADDING, AND BASE RAILMCHORAGE. OTHER DESIGN ISSUES. INCLUDING BUT NOT LIMITED TO =SSIEGRESS, PROPERTY SET4ACKS, FINISH FL60R ELEVAT16N AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. PLUMBING. ELECTRICAL. INGRIE 2. THESE STRUCTURES ARE DEEIGNED AS NON4iA'B' -6m6it BUILDINGS (RISK [TABLE UTILITY/Sr CATEGORY 1) CAPABLE OF SUPPORTING.DEAD LOAD OF iHE STRUCTURE AND APPLICA13LE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING POORS.YVINDOWS;.OR,OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET). AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS,INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE ATTHE OWNERS RISK BECHTOL ENGINEERING AND TESTING, INC . . SHALL . NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE. TO THE APPLICATION OF ADDITIONAL LOAD& 3. ALL STEEL TUBING IiHALLEE 60 KSI GALVANIZED STEEL. ALL. FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDINGSHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS, AND SHALL ME& THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION Or THE BUILDING VOTHIN THE STATE OF FLORIDA. S. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. 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-W1 AXWI A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM CI 116. 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. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. B. CONCRETE ANCHORS SHALL BE TAPCON. REDHEAD LOT IJT x S' OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1 252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. SCANNED 9. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS. OIL BY %Jv -ATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERNIITE TRE 811-Lude"'nuntv EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-irr x 2-112- TUBE STEEL (TS) WITH 2-IW x 2-1/4* TS NIPPLES. 12 GA FRAMING: 2-1/4'x 2-1/4'TS W111-I 2' x 2TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE F13C APPROVED PRODUCTS LIST SHALL BE BASED ON ONE D VENT PER (1) FLOO EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR. CAROLINA CARPORT�3, INC. ROBOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY: BECHTOL ENGINEERING AND TESTING. INC. 6D5 WEST NEW YORK AVENUE DELAND FLORIDA 32720 F1 Cate 2 , ILE " frop., r CODE COMPLIANCE ST. LUCIE COU Ty BOCC10. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN FAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER AND ARE IN ACC61RIDWE WITH THE REQUIRUTENTS OF SECTION 16D9 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2DI7). THE PLANS ARE VALID UNTILTHE NE I n MSION OF THE FLORIDA BUILDING CODE %%I I///,, C BE.7eNGIN!EMJ IM, INC. E 605 EWYO Z;$r ,,ONO TEST DEL2W . RIDA`19- CAROLINA CARPORTSp INC. GENERIC PLANS FOR USE IN THE - STATE OF FLORIDA BECHTDL ENGINEERING RR NTS jv RR "D - TE=No' M.: G19001 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As 0MUCaMe) -1 ROLLJJPDOOR SMGNGDOOR ROLL -UP DOOR SVnNGING DOOR (AS appOCRUG) (As 8PPDCable) W a~e) (As appUcoWe) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION 9CAL END ELEVATION NOT TO SCALE NOT TO SCALE NOTTOSCALE — - NO`r'rO SCALE NOTTOSCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF FLOOD VENT (As amUceW) ROLL -UP DOOR SWINGtNG DOOR ROLLUP DOOR SMNSING DOOR . . . . . . . . . . . Te PICAL SIDE ELEVATION ELEVAllok— 2o TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TypicAL SIDE ELEVATIO I N TYPICAL END ELEVATION �NMTOSCALE N(YrTOSCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE Xm coo of w 5 '�4 19 "ol, ZZ Luz -OF ST CAkOLI R* R �751 INC 0-11111110, ,INC GENERIC PI ANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER.GABLE END ELEVATION TYP FTER GABLE END ELEVATION TYPICAL Box EAvE RAFTER GABLE END ELEVATION 7/15MO NOT TO SCALE NOT TO SCALE Nar TO SCALE JAR�� BECHWL FWGINEERING RR S M "D TMMNG, hm . I '� . . [=ff;R�R:: I-- G19001 .�TB SHEET20FB I - I INSTALLATION INSTRUCTIONS 12 2,4' 16 GA U4HANNEL BRACE FASTENED TO RAFTER WITH -(2)XI2-I4x3l4'SDnAT EACH END (4 PER BRACE) N-��WMONSI�U!� 12VTqW�V^hl��AMLWMR� TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME IZMAL�a RM�DOOR WITHS�CTURAL REA[m3t lwm'iCAL) 12 -----j3 (2) #12-14 x 3W SDFps AT EACH END (4 PER BRACE) [TYPTCACUINTERIORIUTTERIP0 FRAME -SECTION, -BOX EAVE � HORIZONTAL ROOF SEE T ABLE 1 TABLE I MEET OPENING FOR SWINGING SHEET S DOORwrrH NoN-sTRucTuRAL 6 1 OF6 HEADER - � 4�-� OPTIONAL 24'-l"TO 30'TRUSSED RAFTER - BOW NOT TO SCALE 2,r 16 GA U-CHANNEL BRACE FASTENED TO RAFrERWITH (2) 012-14 x 314- SDFa AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION- vERTICAL ROOF NOTTOSCALE 1-110 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 It 314- SELF -DRILLING FASTENER SPACED NOT MORE THAN 487 D.C. LIC rFL6 rVAPJE IMBEit AND SPACING OF RAFTERS TYPICAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOTTOSCALE 24' 16 GA U-CHANNFIL BRACE FASTENED TO RAFTER WITH (2) 012-14 x SW SELr-DRLUNO SCREWSATEACHEND (4 PER BRACE) ROD F TYPICAL E)CIENSION OPTION MAIN STRUCTURE' UEAN-TO OPTION END WALL OPENINGS POSTIRAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING PLAN �BOTH OPTIONS SHOWN) NOTTOSCALE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAWTO IS APP LICABLE TO BOW FRAME RAFTER) 24. 16 GA U�CHANNEL BRACE (6- TO 7'POST) 48- 16 GA U-CHANNEL BRACE (W. TO 14'POST) BECKTOI, N BRACE ANGLE SRALL BE MIN. 30- 6DN5 MAY &K. rpnu wnpmnwAl D -I&Tms P.E. Flosa LIJ p4i CA" Splk� ;S, INC. GENERIC PLAN A=RJP*H ttATE OF FLORIDA OPTIONAL 24'-I"TO 30' - BOX EAVE BECHTOL ENGINEERfNG AND M�, RR aw CONCRETE BASE RAIL AN ORAGE 'Ff NMTOSNIO DRILL SM' HOLE THROUGH THE BASE RAjLAND SECURE TO ANCHOR EYE WITH 112' DIAMETER THROUGH -BOLT-\ TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE SHEET I OF 6. FOR REQUIRED ANCHOR) CON71NUOUS 4' CONCRETE PAVEME.KT EYE ANCHOR---_� * CONCRETE BASE RAIL ANCHORAGE NdToScalo (OPEN CARPORTSWHEREALASEDGE DISTANCE DOES Nat MEEIMINIMUM EDGE DISTANCE SHOWN INDETAIL IS) . TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOORf WINDOWIFRAME POST IF 4 HEADER TO RAIL, TRUSS 2WWIGGAANGLECUP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) 012-14 x SW SDFs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIO POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. me: AIL INSTALL Ire x MINIMUM S'TAPCONREDHEAD L /ANCHOR OR IW i MINIMUM 5-Irr EXPANSION, THROUGH BASE RAIL WITHIN V' OF EACH RAFTER POSTS ALONG SIDES AND EVERY ENO �,WALL POST ALONG END WALL SECTIONS M 2117 EMBEDN CONCRETE BASE RAIL ANCHORAGE 1B NotToScalo (OPRONA. -OPEN QWPORTS ONLY) 24"IS GA U-CHANNEL BRACE (V TO r POST) 4V 16 GA U-CHANNEL BRACE W TO IN POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX SW FROM HORIZONTAL - . &1 :711 . G'LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)#i2-I4x3l4"SDPs _Z�l BOX EAVE RAFTER/FFOST DETAIL NWTOS� 1-IrrxI.IWxrl6GACUP ANGLESECURETO POSTANDMISERAIL WITH (4) 912-14 x SW SDPs, (2) ON TOP. (2) ON SIDE TS CONTINUOUS BASE FAIL END POSTMASE RAIL CONN. NotToSczde DRILL BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE DRILL 518' HOLE THROUGH THE BASE RAILAND SECURE TO ANCHOR EYE WITH IrZ DIAMETER TOP EYEANCHOR A �_Ill �6 JL�J E SW ROD 4W LONG =3 11 f=9 I I M I I FI M I I P=l P =111wilmil tEzgj WITH S'HELDC _9TT9mm9nE5Tr �11 alr(SEE GROUND ANCHOR OR EYEANCHOR SW ROD Wr LONG (SEE GROUND ANCHOR WITH r HELIK SCHEDULE. SHEEr I OF 6. rr ROD 30' LONG SCHEDULE. SHEE r I OF 6, AS APPLICABLE FOR APPLICABILITY) WITH DEL 4' HB.IX----*FOR APPUCABILIM r:�\ BASE RAIL DEEP ANCHORAGE \'� NwTo simle NOSCREWS REQUIRED IN BOW BEND TSBOWRAFTER -2V 16 GA U-CHANNEL BRACE (6- TO r POST) 48' 16 GA U-CHANNEL BRACE (V TO 14� POST BRACE ANGLE SHALL BE MIN. 46' TO MAX SV FROM HORIZONTAL 7 3' �S'LONGTSNIPPLE SECURIE RAFMAND POST TO NIPPLE WITH (4) 112-14 x 3W J,T__TSRAFrERP0ST ssr-DRILUNG FASTENERS BOW RAFTERIPOST DETAIL Nat TO Scale TxrxrlSGAANGLrCUP SECURIETOPOSTANDTOPOF HEADER, OR BOTTOM OF ININDOW RAlLtGIRT WITH (4) 012-14 x 3W SDPs (2) ON TOP OR BOTTOM, (2) ON SIDE TS WNDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW ,,?R GIRT TO POST CONN. DETAIL BASE RAIL ANCHORAGE NWTOScale BASE RAIL (71'\� fOST./BA�SERAILL CONN. DETAIL Not To Scale INC. 3 A /// iUN^�\\ 1111111110 CAROLINA CARPORTS9 INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Mo ..JZZ7 BEC11TOL EIVGINEERfNG FIR Mffijj� AAV TESTINa M. RR GIW01 'TB I sHEEr4a 2'a'xr 16 GA ANGLE CUP SECURETOPOSTAND RAFTER WITH (4) 012-14 x 3W SDPs, (2) ON BOTTOM. (2) ON SIDE OR rx4'!BGAPLATE SECURE TO EACH SIDE OF POSTIRAFTERCONNECrION WITH (4) 012-14 x 314' Son, (2) ON POST. (2) ON RAFTER �L�OSTIRAFTER CONK DETAIL N 14rrx2-1S AND CABLE RAILWITH (4) 012-14 x 3/4' SDFa: (2) ON TOP. (2) ON BOTTOM GABLE RAJL TS RAFTER POST 6ABLE RAIL TO -RAFTER POS T E,qLNECTION DETAIL RAFTER POSTIDBL. HEADER DETAIL r16GACLIPANGUE FrERPOSTAND POST �TSGABLERAIL 2-114 x 3(4* GABLE RAIL TO RAFTER POST J'R CONNECTION DETAIL -7 NatToscale I-lir 18 GAUGE FURRING CHANNEL FASTENED To EACH RAFTER wiTH (2) 012-14 X314- SDF SPACED Nor MORE THAN 48- D.C. RAFTER POSTIHEADER DETAIL No[ToScals NIPPLE1 RAFTER 12- LONG TS SECURE POST TC WITH (4)#12-14 x al 24'16 CA LLCHANNEL BRACE (v To r Pwo 48'16 CA U-CHANNEL BRACEIV TO IC POST) BRACE ANGLE SHALL BE MIX 45- TO MAX SOP FROM HORIZONTAL TS LEG POST AL METAL ROOF 2=114'FOR L 12 GA FRAMING ��P%TE TS 2-11r FOR N 16 GAUGE LLCHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12-14 x 3(4'SDFS AT EACH END (4 PER BRACE) BRACE SECTION WTDSCWO ROOF PANEL ATTACHMENT (ALTERNATE FOR VER17CAL ROOF PANELS) Not To Scale Om LONG TS NIPPLE SECURE VOTH (4) 012-14 x 314'SDFs SIDE EXTENSION . RAFTERIPOST.DETAIL TS LEG Er TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. x 314" RAFTER POSUBASE BASE RAIL CONNECTION DETAIL Not To Scale 2'x4'16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POsTnwrER CONNECTION wrrH (4) 012-14 x 3X- SDFh (2) ON POST. (2) ON RWi& �TS LEAN-70 RAFTER 252*1& 16 CA ANGLE CUP SeCURrTOPOSTAND RAFTER WITH (4) 012-14 x SW SDIMP, (2) ON RAFTER. (2) ON POST POST/ LEAN-TO RAFTER CONN. DETAIL -� S 'L IN M INC. Of ��S V SION '1111111110 CAROLINA CARPORTS, INC. GENERIC ALANS FOR US . E IN THE STATE OF FLORIDA 8ECMr;DL ENGWEERW6 wis AV WS A AND TESTIAhM 1� RR 1�!� Gig I —TB I SNEFrs VERTICAL SIDE OPTION .GIRT crwicw �� I GRTS_<crypical) I-10T 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER VM TH (2) #12-14 It 314- SEX -DRILLING FASTENER SPACED NOT MORE THAN 4eo.r- OPENING FOR SWINGING DOOR VM TH NOWSTRUCTURAL HEADER r ka )[CAL POSTIRAFrERfGlKr FRAMING PLAN NOTTO SCALE RAFTER ENCLOSED BLDG - VERTICAL SIDES BOX EAVE FRAME RAFTER U71LITY BLDG - VER71CAL SIDES TYPICAL SIDE ELEVATION NOT TO SCAI 9 TYPICAL END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOT TO SCALE EIEWL ENGIN, =GAN�T*StNG,INC. 605 ftLAAD;F=LDlqM W!7, 'fill CAROLINA CARP.ORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL E�VGINEERING