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HomeMy WebLinkAbouteng plans-001BOW/RAFTER FRAME, ENG ,,OST, GROUND ANCHOR AND PANEL R ENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) INTERIOR END EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS 115 TO 150 89 TO 116 5.0 6 6 B, C, or D 151 TO 180 117 TO 139 4.0 6 6 I 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 PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL 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 GENERAL NOTES: 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 7 Certificate of Authorization No. 00005492 °� °� ST. LUCIE BUILDENG IDIVIF%ONT �� CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. REVIEWED FOR COY .IANCE REVIENVED fy� _ 1 DATE ' PLANS PE SIUST BE KEP�TO JOS OR NO INSPECTION WILL 11164IADE. , COVER OVER REINFORCING STEEL - FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARSSHALL BE: e� 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND TNE88 PLANS AND ALL PROPOSED . e \ PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR ARE Si1iIJEBY TO ANY INSPECTORS WEATHER AND 1-1/2 INCHES ELSEWHERE. FIFQUIRER BY PIEL6INSPECTDRS THAT, MAY 06 NEDESSARY IN ORDER TO AM 13 201r REINFORCING STEEL: COMPLYWITHALLAPKICA%60f) THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. PERMITTING St. Lucie , FL GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT THIS IS TO CERTIFY THAT THE CALCULATIONS AND DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND THE UNDERSIGNED PROFESSIONAL ENGINEER, AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLES}b6 Q ARE IN ACCORDANCE WITH THE REQUIREMENTS OF HOT DIPPED GALVANIZED. "ynUGNL�D FASTENERS OR ATTA ECCTIIONNr1609 OF THE FLORIDA BUILDING CODE, ARE THE RESpONSISILITYOF N EX THE REVISION . THE PLANS ARE VALID UNTIL NEXT REVISION OF THE FLORIDA BUILDING CONTRACTOR OF HCORD PE. 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 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 3/4" 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. 11iii�1�1111/II �EC14 �p[+I��'x , STING, INC. P,1�1 RIDk^J 20 -� ; �/ ertifi A AuthOnz !Jq 0. 5492 ,' O •38 To r i t!• • echtol o. 36 J 5 o. 538 1^1 1C W� , TONAL E CAROLINA BECHTOL ENG/NEER/NG7--AND TESrfNG, fne. <x,eomm.xe.mmum NTS N' G17001 SHEET 1 OF 4 T 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH #12-14 x 3/4-SOF's WITH CONTROL SEAL WASHER. (SEE TABLE 1 FOR FASTENER SPACING) 12 Q3 BOX EAVE OPTION 3 3 6 L. SIDE EXTENSION 16 GA DCHANNEL BRACE 3 FASTENED TO RAFTER WITH (2)#12-14 x N4'SELF-DRILLING SCREWS AT EACH END W (4 PER SPACE) W J 4 WISH GRADE 1 MONOLITHIC SLAB FOUNDATION GR TOP IF TE y 3 CONCRETE 4 2 CONTINUOUS CONCRETE SLAB 3 (OPEN CARPORTS ONLY) 30'-O" MAX. RAFTER SPAN 3 TYPICAL BOW RAFTER SECTION ANCHONSNOTREQUIREDWTH CONCRETESIPBCONSIRUCTON. Not To Stale IEEE DETAIL I OR 2. SHEET 3OF 4) - - 26 GA. GALVANIZED METAL ROOF - PANELS FASTENED TO RAFTER WITH #12-14x 3/4' SDF's WITH CONTROL SEAL WASHER 12 (SEE TABLE I FOR FASTENER SPACING). 3�� 4NELDALL WEB CONNECTIONS. jWELD ALL SIDES IDES BOX EAVE OPTION SIDE EXTENSION r—f WISH GRADE MONOLITHIC SLAB FOUNDATION I OR TOP OF CONCRETE —40'-0" MAX. RAFTER SPAN�� TRUSSED BOW SECTION Not To Stale ANCHORS NOT REOUIREOWITI CONCRETE SLAB CONSTRUCTION. (SEE DETAIL t OR 2. SHEET 3 OF 4) 28 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER FRAME WITH #12-14 x W4- SOP& WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) BOX FAVE OPTION MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) (SEE DETAIL 1 OR 2. SHEET 3 OF 41 TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER) 6" TYP. OVERALLI DEPENDS ON NUMBER AND SPACING OF BOWS M120GA, SEE TABLE i SHEET OF OPTIONAL 26 GA R-PANEL SIDE OR END PANELS SEE TABLE 1 SHEET OF SEE TABLE 1 SHEET10F4 R-PANELROOFING SEE TABLE 1 SHEET OF 8" 8" 6" DEPENDS ON • SPACING OF BOWS o v © v .�• �!� o v � °....I� I 1 �I■I I■ICI 1■ICI �I■I li �I■I I■ICI I� �I■I 1■ICI �I■I I�I_�I' I� �1■I 1■I I■I�I�I� �I■I © v I� 1 I— I� �I■I I■I�1 �i■i�i �I/I�1, -- lii■�i I■I■�1 •4T"'I •' :�I ANCHORS NOT REQUIRED ANCHORS @ EACH END CONCRETES Vs CONSTRUCTION. (SEE DETAILf 0R1.6NEET30F<) SIDE ELEVATION RAFTER POST AND EVERY OTHER INTERIOR RAFTER POST LOCATION SIDE OPENINGS ANCHORS NOT REQUIRED WITH CONCRETESLABCONSTRUCTION, Not To Soels (SEE DETAIL 3. SHEET 3 OF 4) (SEE OMIL t OR 2. SHEET 3 OF 4) Not To Scale 1, SHEET 1 OF 4 OPENING FOR ROLL -UP OR SWINGING DOOR WITH NONSTRUCTURAL HEADER MAXIMUM CLEAR SPAN. 1Y SECURE WALL PANELS TO RAFTER POSTS AND END POSTS WITH #12-14 x N4" SELF -DRILLING SCREWS WI CONTROL SEAL WASHER (SEE TABLE I FOR FASTENER SPACING) NDWALL TS POST GROUND POST ® END POST LOCATIONS (SEE SHEET 3) MAX I MAX 'TABLE I. SHEET OF 26 GA. GALVANIZED METAL ROOF PANELS I ENDWALL POST 26 GA. GALVANIZED METAL SIDE PANELS —GROUND ANCHORS @ EACH END RAFTER POST AND EVERY OTHER END POST LOCATION ANCHORS NOT REQUIRED WITH — — (SEE DETAIL 3 ON SHEET 3 OF 4) ANCHORS NOT REQUIRED WITH CONCRETE STAB CONSTRUCTION. END WALL OPENING CONCRETE SIAS CONSTRUCTION. (SEE DETAIL 1 OR 2, SHEET 3 OF 4) Not To BONG (SEE DETAIL I OR SHEET 3 OF 4) END WALL SECTION GABLED OPEN END WALL SECTION Not To Swle 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH #12.14 x W4' SDFs WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING). 1 OF IZED 0,NE 4NELS BOX SAVE OPTION J (CONTINUOUS MONOLITHIC SLAB FOUNDATION B 2 4 3 OUSCONCRETE SLAB (OPENEN CARPORTS ONLY) 14'.0" MAX. SPAN ANCHORS NOT REQUIRED WITH CONCRETE S. CONSTRUCTION. (SEE DETAIL 1 OR 2. SHEET 3 OF 4) 8" x 39 WITH DBL 4' HELIX WITHIN 6- OF EACH RARER WITH EXTENSIONS (SEE DETAIL 3, SHEET 3OF 4) TYPICAL FREESTANDING LEAN-TO Not To Scale Not To Stale NOTE: 14 GA FRAMING IS 2-1/2' x 2-1/2' TUBE STEEL ITS). 12 GA FRAMING IS 2-1/4" x 2-114' TS. NIPPLES ARE 2.114' x 2.1/4' 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. INC. Th S echtol L. ' �Jo' L e No. 38538 CAROLINA CA . 2124/1T BECHTOL ENGINEERING RR .a Nis mU�AND TESTING, Inc. Gmr�a�NT x� DMwMYwuL Nm wov . weNFDa ceP TB G1700t °'�'T13 SHEET20F4 INSTAL L" x MINIMUM 5" EXPANSION ANCHOR \RAFT STALL 1/2" n MINIMUM 5" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH HROUGH BASE RAIL WITHIN 8" OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE R POSTALONGSIDES AND INSIDE EVERY OTHER END WALL POST ALONG END VERY OTHER END WALLPOST ALONG END WALL SECTIONSALL SECTIONS MINIMUM --I I---2"MINIMUM --rMIN . 6" 2-1/2" EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS �1 CONCRETE BASE RAIL ANCHORAGE 1 Not TOSoale (OPTIONAL) DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT L CONTINUOUS 4" CONCRETE PAVEMENT EYEANCHOR 5/8" ROD 30" LONG WITH DBL 4" HELIX WASHERS TS CONTINUOUS BASE RAIL ALTERNATE CONCRETE BASE RAIL ANCHORAGE Not To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE EXPANSION ANCHOR BOLTS) IFY:!_tilgaYab91 2"x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF's, 2 ON POST, 2 ON RAFTER TS LEAN-TO 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314" SDF's, 2 ON RAFTER, 2 ON POST POST / LEAN-TO RAFTER CONN. DETAIL Nat To Scale 2-1/2" EMBEDMENT NO SCREWS REQUIRED IN BOW BEND 3" BOW 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 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 13^ �6"LONG TS NIPPLE SECURE RAFTER AND POST TO CONTINUOUS 4" CONCRETE PAVEMENT NIPPLE WITH (4) #12-14 x 3/4" TS RAFTER POST SELF -DRILLING FASTENERS CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) � NM To Scale DRILL 518" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE. WASHERS EVEANCHOR u 5/8" ROD 30' LONG WITH DBL 4" HELIX----4 TS CONTINUOUS BASE RAIL BASE RAIL ANCHORAGE Not To Scale 2-1/2" FOR 14 GA FRAMII 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4" SDF'S AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale NIPPLE RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDF'e, 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 6" LONG TS NIPPLE SECURE WITH (4) #12.14 x 314" SDF's 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 Scale RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's RAFTER POST BOX EAVE RAFTER/POST DETAIL � NoI TO SwIe 1-112" 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 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 TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL ! Not TO Scale NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL ITS). 12 GA FRAMING IS 2-1W x 2-1/4" TS. NIPPLES ARE 2.114" x 2-1/4" 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2' x 2" 12 GA TS FOR 12 GA FRAMING. F,tl11lil!►� BE I q . I TESTING, INC. D 1�' 1Autl oriza 10. 5492ttt, -=f o a Bechtel m Pw I Ise=38538 f ss @TAT �• 1 NAG CAROLINA CA AIy 2124/17 AVBECHTOL ENGINEERING �+ RR NTS AND TESONG, lac. aatc rva�om�aYwn�um Wmws+mwo ve Hmg TB N°' G17001 TBI SHEET 301 NIPPLE TC DBL. HDR. RAFTER POST SECURE EACH WITH (4) #12-14 x 3/4" wrau IS NIPPLE SELF -DRILLING FASTENERS 1/8" SECURE WITH (4) #12-14 x 3/4" r'1 SELF -DRILLING 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 � Nat To Scale #12-14 x 3/4" SDF @ 12" O.C. SA. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat. LE TS HEADER NIPPLE TO DBL. HDR. �1 RAFTER POST/HEADER DETAIL Not To Scale TS RAFTER 1.1/2'x 1.10 x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) 912-14 x 3/4" SDF's, (2) ON TOP, (2) ON SIDE ITS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale 6" LONG TS NIPPLE SECURE EACH WITH 14) #12-14 x 3/4" SELF -DRILLING FASTENERS - ITS POST TS CONTINUOUS BASE RAIL 3/18" NIPPLE TO 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" SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER IINDOW RAIL (OR GIRT VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL r Nat To Scale A SECTION Not Tc Swle #12-14 x 3/4" SDF @ 12"O.C. TS TRUSSED RAFTER CHORD, / OR NON-STRUCTURAL HEADER J TS END POST OR DOOR/ WINDOW FRAME POST 2"12'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH NON-STRUCTURAL HEADER (4) 1/4"xi" SDF's, (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 NON-STRUCTURAL HEADER CONN. DETAIL Y Not To Scale NIPPLE TO BASE RAIL 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL � Not TO Scale NOTE: 14 GA FRAMING IS 2-1/2". 2-1/2" TUBE STEEL ITS). 12 GA FRAMING IS 2.1/4" x 2.1/4" TS. NIPPLES ARE 2-1/4" x 2-1/4" 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. ttI,tIIIIIII// //,/ BEQATQbI_ .WhV N f QR %STING. INC. /,, BONA` Nlllln k CAROLINA CARP acwv BECHTOL ENGINEERING RR NTS AND TESTING, Inc. a`m�':m®:ixraw�`c0000vmuWYvrt� uw Wm.us rtmwo rNonv� °�' TB M°' G17001 —TB SHEET4074