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HomeMy WebLinkAboutBldg plansTABLE 1 BOW/RAFTER FRAME, Et, POST, GROUND ANCHOR AND PANEL 6TENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS (INCHES) WIND ULTIMATE NOMINAL POST I RAFTER EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTER, 115 TO 150 89 TO 116 5.0 6 6 B, C, or D 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4"-14X1" self -drilling screws with control seal washer. 3. 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 heights and/or slopes may vary. APPROVED PRODUCTS LIST APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. &DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 26 Gauge AG Panel 10/13/16 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 26 Gauge AG Panel 10/13/16 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 Series 402-14 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 Model 203 05/31/15 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 Model 100 VS 01/06/16 METAL CARPORT INSTALLATION PLANS AND DETAILS AND _ FRAMING AND FASTENER SPECIFICATIONS E� `E 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 Certificate of Authorization No. 00005492 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER To COMPLY WITH ALL APPLICABLE CODES. CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFRRCING BARS SHALL BE: 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1-1/2 INCHES ELSEWHERE. REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. 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 AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND B,SE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS, IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, 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 STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 314" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. 6. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EACH CORNER POST AND ONE WITHIN 6" OF EVERY OTHER INTERIOR POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING. APR 2 6 2017 PERFAIT71NG St. Lucie County, FL MENTS 'Ty OF iOVtPGGrp� 0FRECORD ST. LUCTE Co l"70gB!`7i OR REVIEWED F tiILDING DIVI'IO,N CO, REVIEWEC BY DATE PLANS .-LYD P T60'T BE I EPT ON JOB OR NO INSPECTION 1 -ILL BE 3L4,DE. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. 13ECHTOL ENGFNEk�FINC�0RMWSTINCi,0C! 605 WEST NEW VORTTtt EV DELAND, FLORIDk�32& • � n¢ •y = Certificate of Allhogza - N, /s2. p. 3y85J•+ •. T 'ThomasB ht06�. F 2 Florida Lice CTAtE �- o ''�7FSS►ONPL ��``. CAROLINA CARPORTS, INC. BECHTOL ENGINEERING ^- RR EX NTS AND TESTING, inc. M cor5uma cEma.x wnwN4eNrK .wo W,wws rtmxc JnHE«m: TB G170s1 _°° w.M " .. `P' TB. I SHEET 1 OF 4 4 26 GA. GALVNIZED METAL ROOF PAN€LS l FASTENED TO RAFTER WITH#12-14 x 3/4•49F'e �J WITH CONTROL SEAL WASP€R. (SEE TABLE I FOR FASTENER SPACING) 12 Q3 BOX EAVE OPTION SIDE EXTENSION 24'16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3I4'SELT-DRILLING SCREWS AT EACH END H PER GRACE) INISH GRADE MONOLITHIC SLAB FOUNDATION OR TOP OF CONCRETE CONTINUOUS CONCRETE SLAB — — - - 30'-0" MAX. RAFTER ANCHQNSNOTREQMREDWITH TYPICAL BOW RAFTER SE ION CONCRETE SUB CONSTRICTON. Not TO SG3b /T— (SEE DUAL IOR2,SHEET 3CF4) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 012-14 x DIV SEES WITH CONTROL SEAL WASHER 12 (SEE TABLE I FOR FASTENER SPACING) 3�/�rl\ CONNECTIONS, ALL SIDES BOX EAVE OPTION SIDE EXTENSION FINISH GRADE OR TOP OF CONCRETE OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS! 6" TYP, SEE TABLE 1 SHEET10F4 226 GA. R,PNEL SIDEOREND PANELS SEE TABLE 1 SHEET 1 OF4 SHEET10F48" SEE TABLE 1171 ftPRNEL ROOFING 6" ANCHORS NOT REQUIRED'MTH ROUND NCHORE ® EACH END CONCRETE SLAB CONSTRUCTON RAFTER POST AND EVERY OTHER (SEE DETAIL t OR 2, SHEET 3 OF 41 SIDE ELEVATION INTERIOR RAFTER POST LOCATION Not io$_`B •• �tSEE DETAIL 3. SHEET 3 OF 4) �(` OPENING FOR ROLL4IP OR SWINGING DOOR WITH NONSTRUCNRA_ HEADER TABLE I, SHEET I OF 1 HEADER END POSTS WITH #12-14 x X4" SELF4)RILLING SCREWS WI CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) TS POST DEPENDS ON OF BOWS o 1■I�1 v © I■ICI v I■ICI I■ICI I■ICI' I■1�1 �I� o v �1�I li �1�1 I� �I�I I� �I■I li �I■I I� �I■I I■I�I�I� IrR■�E v I■1■�I I�ii■._. �/II�11 I�� AD f PERT,qITTING ANC+HORSNOTRCREIE SLAB coNSI�RUC�iYoN. Lucie COLnty FL SIDE OPENINGS (SEE DETAIL I OR S. SHEET 3 OF 4) Not To SCeIS TABLE 1, SHEET 1 OF 26 GA. GALVANIZED METAL ROOF PANELS ENDWALL POST 26 GA. GALVANIZED METAL SIDE PANELS (OPEN CARPORT, ORETE SLAB (OPEN CARPORTS ONLY) -DROUND POST@ENO POST LOCATIONS #ROUND ANCHORS @EACH END RAFTER POST AND EVERY OTHER (SEE SHEET 3) S 4 4 4 END PORT LOCATION 3 �:0'-0" MAX. RAFTER SPAN Nc6oE3 NOT REQUIRED WITH (SEE DETAIL 3 ON SHEET 3 OF 4) 3 END WALL OPENING CONCRETE SLABWIISTRUC➢ON. (SEEbENL IO 2. SHEET 3 OF BEEO L10R2.3HEE 3 41 (SEE DETAIL 1OR2,SHEET 3OF4) END WALL SECTION TRUSSED BOW SECTION Not TOScab ANCHOR9 NOTREOUIREO WITH Not TOSmI• NOTE: Not TO Swle CONCRETETAIL I D 2, CONSTRUCTION. (SEE DETNL10R 2,8HEEi30F9) (SEEOF 4) 14 GA FRAMING IS 2-1 IT x 2-1 IT TUBE STEEL ITS). ( I 12 GA FRAMING IS 2-114' x 2-1/4" TS. NIPPLES ARE 2.1/4' x 2-1/4" 14 GA T$ TtpI��RAMING. NIPPLES ARE T x 2.12 GA TISFLIR'11 G4A AL 26 GA. GALVANIZED METROOF 260.4. GALVANIZED METPLROOF PANELS PANELS FASTENED TO RAFTER WITH FASTENED TO RAFTER FRAME WITH SEAL WASHER 912.14 x 3fW SDP. WITH CONTROL BE& WASHER TABLE 1 FOR FASTENER SPACING) •' • • • • • • C / // #12-14 x W4' SDF's WITH CONTROL (SEE TABLE I FOR FASTENER SPACING) '-0" '-D '-0• '-0" (SEE . •. •y MAX MAX'•0" AX MN MAx -0"�6 MAX MAY MN SEE TABLE 1. SHEET 1 OF 4 A BECHTOL EV0 i INix AND TESTI6 26 GA. GALVANIZED 605 WEST NEWNG•'(, NUE DELAND, FLORIQA ••: 5 3 20 0.38538 Certificate AuBlod&b 9 3 METAL ROOF PANELS of 4 6 7 S BOX EAVE OPTION 6 LL 3 BOX EAVE OPTION 3 B LEANTO RAFTER SET77��4 BELOW TOP OF LEG 3 3 Thomas chtol, P BTAT (BOW FRAME OR BOX EAVE) 4 Fonda L ®••••• F- \Op••� u'I I �X •••••• ` MONOLITHIC SLgBFOUNDATION MONOUTHICSLASFOUNDATION '�S/ONAL���`� 9 3 4 a 2 CONTINUOUS CONCRETE3IAB 2 2 CONTINUOUS CONCRETE SLAB 2 3 (OPEN CARPORTS ONLY) 3 3 (OPEN CNPORTB bNLI') 3 4'-O" MAX. SPAN 4'-0" MAX. SPAN 30'-0"MAXIMUM 3 I ■ ' 3 RAFTER SPAN 3 CONCRETE SLAB CWlIRS1RUCTICN. (BEE DETAIL 1 OR 2, SHEET 3OF 41 ' ANCHORS NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. /8' x 3TWITH DBL r HELIX WITHIN CAROLIN� ARR6"RTS, INC (SEE DETAIL I OR 2, SHEET 3OF 4) B" OF EACH RAFTER WITH EXTENSIONS (SEE DETAIL 3, SHEET 3 OF 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO BECHTOL ENGINEERING ` 2/24P No[ To Style (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER) Not To Scale Nol TD Swle AND TESTING, inc. RR NITS /1-t INS 1/2"x MINIMUM S"EXPANSION ANCHOR THR...GH BASE RAIL WITHIN 6" OF EACH INSTALL I/2"x MINIMUM S"EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 8' OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END EVERY OTHER END WALL POST ALONG END WALL SECTIONS WALL SECTIONS MINIMUM I-2"MINIMUM —rMIN . 6" 2-1/2"EMBEDMENT I �h MINIMUM 2-1/2" EMBEDMENT ,. '. u,.. � U '' � 1 w MINIMUM 4` 12' CONTINUOUS 4" CONCRETE PAVEMENT ONFORC C CONC. FOOTING INU PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Not TO Scale (OPTIONAL) DRILLS/8' HOLE THROUGH THE �2"WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL MINIMUM 4" L CONTINUOUS 4- CONCRETEPAVEMENT EYEANCHOR 5/8" ROD 30" LONG WITH DBL 4" HELOC___-- ALTERNATE CONCRETE BASE RAIL ANCHORAGE Not To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE EXPANSION ANCHOR BOLTS) TS RAFTER POST 2'x4" i6 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDE'% 2 ON POST, 2 ON RAFTER TS LEAN-TO RAFTER 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, 2 ON RAFTER, 2 ON HOST POST / LEAN-TO RAFTER CONN. DETAIL � Nol To Scale CONCRETE BASE RAIL ANCHORAGE � Not TO Scale (OPTIONAL -OPEN CARPORTS ONLY) DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE TS CONTINUOUS BASE RAIL EYEANCHOR U 5/8" ROD 30' LONG WITH DBL 4" HELIX-----4 BASE RAIL ANCHORAGE Not To Scale 2-1/2" FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 314" SIDE'S AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale NOSCREWS REQUIRED IN BOW BEND 24' 16 GA U-CHANNEL BRACE (V TO T POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14- POST) BRACE ANGLE SHALL BE MIN. 45" TO MAX. 60' FROM HORIZONTAL NIPPLE - RAFTER 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (8-TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60° FROM HORIZONTAL x'y } 3" `6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4" TS RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL Not To Saals NIPPLE' RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDF's. 24" 16 GA U-CHANNEL BRACE (5' TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14- POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4" SDFs TS RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL Not To Scale 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. GA. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not TO 6Ce1e TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's RAFTER POST (';,1 BOX EAVE RAFTER/POST DETAIL � Not To Scale R EC r--S vE—U, 1-1/2' x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4' SDF's 2 ON TOP, 2 ON SIDE RAFTER POST APR 1.6 2017 PERMITTING . Lucie County, FL 1-1/2' x 1-1/2' x 2.16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4" SDF's, 2 ON TOP, 2 ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not Ts Scale NOTE: 14 GA FRAMING IS 2-1/T x 2-1/2' TUBE STEEL ITS). 12 GA FRAMING IS 2-114- x 2-1/4" TS. NIPPLES ARE 2-1/4' x 2-1/4' 14 GA TS FOR 14 GA FRAMING. A ! NIPPLES ARE 2"x2.12 TSFP�tr�r.f'fI G. i� 1 BECHTOL 605 WEST NE' 54N0, or SS/ONA\-� /1111110" 0 ® /. NIPPLE DBL. HC 3 NIPPLE ACH WITH (4) #12-14 x 34' LING FASTENERS POST RAFTER POST/DBL. HEADER DETAIL Not To Scale 2'x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE END POST END POST/RAFTER CONN. DETAIL Not To Scale #12.14x3/4' SDF @ 12" O.C. 3A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat. RAFTER POST 6" LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS TS HEADER LE TO HDR. ,1 RAFTER POST/HEADER DETAIL Not To Scale TS 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP, (2)ON SIDE CONTINUOUS BASE RAIL 6 END POST/BASE RAIL CONN. Not To Scale 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS POST CONTINUOUS BASE RAIL / \BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Not To Scale POST 2" x 2' x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3/4" SDP's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW �1 RAIL, OR GIRT TO POST CONN. DETAIL 1 Not To Scale A SECTION Not To Scale #12-14 x 3/4" SDF a@ 12" O.C. TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR / WINDOW FRAME POST TS BASENJINDOW RAIL OR NON-STRUCTURAL HEADER 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) 1/4"xt" SDPs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END, CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR r,`\ NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale NIPPLE TO BASE RAIL 6" LONG TSNIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314" SOF's RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL � NotTO Scale NOTE: 14 GA FRAMING IS 2-1/2" x 2.1/2" TUBE STEEL (TS), 12 GA FRAMING IS 2-1/4" x 2-114" TS. NIPPLES ARE 2.1/4" x 2-1/4" 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 G```t FCnlf f'1'frMING. R H BF '�•, BECHTOL EeN Rl�SS'I; O* 605 WEST NEWNAD ENUE Q DELAND, FLOR(VA 21f ', < Caru6cate of Au 'ah 38538 STATE OF