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HomeMy WebLinkAboutMETAL CARPORT INSTALLATION PLAN & DETAILSi FBC APPROVED PRODUCE. 'UST PRODUCT CATEGORY SUBCATEGORY MANUFACTURER APPROVAL MAXIMUM ALLOWABLE No. 8� DATE WIND SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596:1-R5 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL67WA-R5 1.80 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 NA 8x16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 Series 402-14 09/07/15 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 170 Series 407 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 180 Model 203 10/06/17 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2-R4 139 Model 100 VS 01/07/16 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.3-R2 180 Model 185 SH 12/29/17 TABLE I RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM P.URLINS, AND POSTS.OR GIRTS . (INCHES) METAL CARPORT INSTALLATION PLANS AND DETAILS THESa PLANS AND ALL PROPOSED WOPK AND ARE SUE3JBCT T© AMV CO!'!RECTI©fdS FRAMING AND FASTENER SPECIFICATIONS REQUIRED BY FIELD INSPECTO RS:THAT - k1AY BE N'!CESSARY IN .ORM11 TO COMPLY WITH ALL APPLICABLE CODE,. / - Q SL LUCIE.COUN BUILDING DIVISION REVIEWED. FOR COMPLIANC REVIEWED BY DATE nI- IA' -/Si MUST BE KEPT ON JO13 OR NO INSPECTION WILL BE MADE RISK CATEGORY WIND EXPOSURE CATEGORY ULTIMATE WIND SPEED (MPH) NOMINAL WIND SPEED (MPH) PAST 1 RAFTER SPACING (FEET) INTERIOR POSTS/RAFTERS END POSTS/RAFTERS C 110 TO 1.50 89 TO 116 5.0 6 6 151 TO 180 117 TO 139 . 4.0 6 6 GROUND; ANCHOR SCHEDULE ULTIMATE WIND SPEED.(mph)- 110: ,'120 '.130. 146: 150 .160 170 180 12 14 307Arich6r•: 16 Detail 1 D = 18 20 48" Anchor ' 22 Detail 1 C z 24 0 26 m 28 60"Anchor' 30. .Detail .`I C 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 DEL -AND, FLORIDA 32720 Certificate of Authorization No. 00005492 DETAILS 1 C AND 1 D SHOWN. ON SHEET 4 OF 5: NOTES: 1. Specifications applicable to 26 gauge metal goof and :wall panels fastened.directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof purlins. own 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 heights and/or slopes may vary. FI�L: M. 6.0 Py GENERAL NOTES:: - 1. THESE PLANS 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 NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK,CATEGORY 1) 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, AND INSTALLATION OF DOORS, WINDOWS OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED. PRODUCTS LIST ON THIS SHEET, AND NOT PROVIDED AND INSTALLED BY CAROLINA'CARPORTS, INC. SHALL BE AT -THE OWNERS RISK. BECHTOL ENGINEERING AND TESTING; INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL, LOADS OF -NON -APPROVED COMPONENTS: I ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS 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. 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 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH A8TM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYINGINITH 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 AND/OR CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 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 POSTIRAFTER 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 SIXTH EDITION (2017) (FBC FE 2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2017 - BUILDING. 11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE N CT OR OF won JAN 1 9 flECU i 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, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. Lf SECHTOL ENG 605 WEST NEW YC RK IIE: \GENSF �0 DELAND,FLO_MDA. \� t�s cewcaw Of Nb. 54 o - e"5'v 41 omas Bech.E. to . lU Florida hense 0��, FLOR\OP•'�C�\� ONALII111 CAROLINA CARPORT'S, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA `� 0A1e 01/02/18 M BECHTOL ENGINEERING MKB NTS AND TES"NA /na '� RR "i°"n G18001 edMsuim�o ecvMmeMru. M1hMrAM. AND 1AT MAS TMM CiaNMs Aww& °` TB SHEET 1 OF 5 0 2'x2"x2° 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SOF's, (2) ON BOTTOM, (2) ON SIDE OR 2°x4" 16 GA PLATE SECURE TO EACH SIDE OF. TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4° SDPs, A (2) ON POST, (2) ON RAFTER END POST/RAFTER CONKDETAIL Not To Scale Iti't� 1-1/2" x 1-1/2' x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-1.4 x 3/4" SDPs (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-1/2" x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314° SDF's, (2) ON TOP, (2) ON BOTTOM TS GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL � � ~ Not To Scale #12-14 x 3/4' 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 NIPPLE DBL. HE S NIPPLE ACH WITH K 314' .LING FASTENERS POST 8 RAFTER POST/DBL. HEADER DETAIL, Not To Scale 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" SI TOP AND BOTTOM i 1-1/2" x 1-1/2" z 2° 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12A4 x 3/4' SDPs, (2) ON TOP, (2) ON BOTTOM �6' LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4)#12-14x 314" SELF -DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION_ DETAIL � � � Not To Scale TS POST r� TS NON-STRUCTURAL HEADER SWINGING DOOR I (Size varies, see plan) I I I 0 I I ITS POST I I A I TS RAFTER POST 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS 'LONG TS NIPPLE 74 TS POST 1/8" SECURE WITH (4) #.12-14 x 3/4" IF- SELF -DRILLING FASTENERS BASE RAIL ;LE TS HEADER NIPPLE TO DBL. HDR. 3/16° NIPPLE TO BASE RAIL RAFTER POST/BASE RAFTER POST/HEADER DETAIL VMle RAIL CONNECTION DETAIL Not To Scale gam%, L O.Py NIPPLE TO 3/16" 6- LONG TS NIPPLE RAFTER % � `SECURE WITH (4) #12-14 x.3/4° SDPs RAFTER .12" LONG TS NIPPLE: SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDPs, TS RAFTER POST 2°x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) 012-14 x 3/4" SDPs; (2) ON POST, (2) ON RAFTER _-TS LEAN-TO RAFTER � 24" 16 GA U-CHANNEL BRACE (5' TO T POST) 2"x2"x2" 16 GA ANGLE CLIPSECURE TO POST AND 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) RAFTER BRACE ANGLE SHALL BE MINR WITH.(4) #12-14 x 3/4° '. 45" SDPs, IT RAFTER, TO MAX. 60" FROM HORIZONTAL A. TS RAFTER POST (2) ON POST SIDE EXTENSION �� PR ST / LEAN -;TO. RAFTER CONN. DETAIL 12 RAFTER/POST DETAIL i� Noo Scale Not To Scale THESE PWNS AND ALL PROPOS"'D WOPIa ARE SUBJECT TO ANY COPAECTIONa REQUIRED BY FIELD INSPECTORS TH MMY BE NECESMANY IN ORDER TO C0111131:Y WITH ALL AIPPLIZZPARLE CODE03° BECHTOL ENGINE D G� 605WEST NEWYORKA � '• i DELAND, FLORIDA 32Z - CertlNwte of Authorizati N . 3 538 A SECTION Not To Scale #12-14 x 3/4' SDF @ 12" O.C. omas Beciitol, P. Florida Llcerise No. 38538 i. EXTERIOR j• FCORIDP. ••G\\�� '.1//S/ONA1_ BOW FRAME RAFTER :EN CARPORT - HORIZONTAL ROO.rBOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME "RAFTER UTILITY BUiabING -HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) "" (AS applicable) (As applicable) (As,applicabfe 0 ENCLOSED. LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION- . TYPICAL END ELEVATION, NOT TO SCALE NOT TO SCALE NOT TO SCALE- NOT TO SCALE NOT TO SCALE 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 ' ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR. SWINGING DOOR, (As applicable) (As applicable) (As applicable) (As applicable) 6' ENCLOSED LENGTH VARIES TYPICAL.SIDE ELEVATION TYPICAL END'ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION .NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE', NOT TO SCALE' NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG -,VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG .= VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL UP. DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) 6, ENCLO ED LENGTH -VARIES TYPICAL SIDE ELEVATION TYPICAL END. ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION _ NOT TO SCALE: _ NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE THESE PUNS ANO ALL PROPOSED WORK ARE SrUBJECT TO pA�N eC�90RRECTIONS BECMroL ENGINEER7�1 'REQUIRED BY FIELD I � PECTOF11S THAT 605WESTNEWYORKAVENI�Az �• DELAND, FLORIDA 32720 � 38538 MAY BE NECES R IN ORDER TO cel��eofautno�on N ia.7,, 11f SLY 1'l1Thl ALl. Air LECkSLE C+UM& Thomas Be tol, P.E.. Florida License iO •• STATE OF L E C 0 PV CAROLINA. CARPORTS;'rNVC:!'''\\ GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL -BOW RAFTER GABLE END: ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION . OVUM NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING MKB NTS � /UiID 1'ES7/NG, /m CO)OAnNo NC0J_ DWONWWAL. AM WA Mws USM WMXMS RRfPOL�' G18001 " '� TB SHEET 2:OF 6 ,1 26 GA. GALVANI2 JAL ROOF PANELS FASTENED TO RAFTERS. WI�'�r:.; 14 x 3/4" SDPs WITH CONTROL SEAL WASHER @ AVERAGE 6" O.C. SPACING 2 Q3 a 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH _ (2) #12-14 x 3/4" SDPs AT w EACHEND(4 PER BRACE) x UU 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER r 24'TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER AS.SFiOWN.ON THIS SHEET. 4 Tn TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON NUMBER AND SPACING ORRAFTERS SEE TABLE 1 SHEET ' 3 . - 1 OF. 5' 4 TYPICAL. RAFTER/POST FRAMING PLAN - BOW FRAME NOT TO SCALE —26.GA. GALVANIZED METAL ROOF PANELS FASTENED 1 . TO RAFTERS WITH #12-14 z 3/4" SDPs WITH CONTROL SEAL WASHER @ AVERAGE 6" O.C. SPACING .2 12 4p Q3 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH S2 (2) #12-14 x 3/4" SDF'S AT _ : EACH END (4 PER BRACE) w .o. 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN RED UIRES'A TRUSSED RAFTER H. AS SHOWN ON THIS SHEET - TN . - - TYPICAL INTERIOR RAFTER/POST FRAME SECTION = BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON 6' 26 GA. GALVANIZED METAL ROOF PA : FASTENED TO PURLINS WITH #12-14 x 3/4" SDPs':>.-"."CONTROL . SEAL WASHER @ AVERAGE 6" O.C. SPACING 1-1/2" 18 GAUGE FURRING \ CHANNEL (PURLIN) FTrr // 1 -24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH w (2) #12-14 x_ 3/4" SDPs AT _ EACH END (4 PER BRACE) WLU 24'MAXIMUM RAFTER. SPAN ON SINGLE RAFTER . >24' TO. WIRAOER'SPAN REQUIRES A.TRUSSED RAFTER O . AS SHOWN ON THISSHEET F Tn TYPICAL INTERIOR RAFTER/POST FRAME SECTION. -VERTICAL ROOF NOT TO SCALE 1-1/2".18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C.' SEE TABLE 1 SHEET TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE 6 LENGTFNARIES DEPENDING,ON NUMBER AND SPACING OF RAFTERS TYPICAL ' TYPICAL BOX.EAVE RAFTER GABLE END FRAMING PLAN POST(R .AFTER FRAMING. PLAN - VERTICAL ROOF NOT TO SCALE NOT TO SCALE SEE TABLE 11-1/2" I L CO.-P18 GAUGE FURRING CHANNEL FASTENED. OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL SHEET _ 1 OF 5 FULL 6" WELD TO EACH RAFTER WITH (2) #12-14x 3/4" SDF HEADER 5 BOTH SIDES SPACED NOT MORE THAN 48" O:C. . 8 . 9 - 6" 6 4 . 4 26 GA. METAL ROOF 4. A. q PANEL 12'MAX. OPENING 64 FOR ROLL -UP DOOR - . `4 4 5' WRHSTRUCTURAL - T12' OdEiIIIN ..' HEADER- - swmGNGOOOR wrtNNOR• ' a . MAX: OPENING FOR ' 10" (TYPICAL) , ROLL -UP DOOR WITH, STRUCTURAL HUDER . WELD ALL WEB CONNECTIONS, .TS RAFTER . 10 .4.3 - -4 ,.g 5 '. q .' NONSTRUCTURAL HEADER 4 1 - BOTH SIDES 5. q - q '4. q. 4 4 . ` . .. ROOF PANEL ATTACHMENT OPENING FOR WINDOW:WITH .. .. . , ,' , • NONSTRUCTURAL HEADER TYPICAL TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINDOW R41L (Also ePPlicame to End warts) - EpNTD WALL OPENINGS PLAN, . .(ALTERNATE FOR VERTICAL ROOF PANELS) OPTIONAL 24'-1:". TO 30' TRUSSED.RAFTER -.BOW. Not TO,Scale pP��OgpST/RAFTER'FRAMING NOT TO SCALE PLANS ANbN�LLD(§SOS THES EE W4+iEd0 NOT TO SCALE ��,II�►,, �D ` ARE -SUBJECT TO ANY COMECTlCNS BECHTOLENGINE I�I1 /' I�t�UIr�EUBYFIELD INSPECTOetiST}�i1 12. 605WESTNEWYORKA�N �•.'' � •, �� DELAND; FLORIDA 327211 5 iAAY BE NECESSARY iN ORDERTO FA 'Certificate'oiALAhorastt o4ld . ^..... FULL WELD z^ SIDES o.• o8538 L'Y WITH ALL�APP CARLE CODES. _ BOTH 2 6" 13 5 2-1/4" FOR GA es Bechtel; Flodda License No. 24" 16 GA U-CHANNEL BRACE 2 12 FRAMING'' � FASTENED TO RAFTER WITH q #12-14 2-1/2".FOR 14 GA FRAMING ••' � (2) x 3/4" SELF -DRILLING �� ••,FLORIDP.•'•� � SCREWS AT EACH END (4 PER BRACE) 5' WELD ALL WEB 16GAUGE U-CHANNEL BRACE CAROLINA CARP �(�•� ��\ CONNECTIONS, FASTENED BOTH SIDES RAFTER WITH (2)#1P 14x3/04SSDPS GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION F°3° 01/02/18 . �� TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24 -1 TO 30 TRUSSED RAFTER - BOKEAVE BRACE SECTION EECHTOL ENGINEERING m MKB WAM NTS A NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO SOW FRAME RAFTER) NOT TO SCALE Not To Scale AND 7ESHNG,lnr- '� RR "m'•"� G1800.1 L. WIPMRWIRA4 U o Wmnas NOW. EXW=M TB. SHEET 3 OF 5 s 11 4" MINIMUM I L 1/2' x MINIMUM 5-1/2' EXPANSION ANCHOR ::JGH BASE RAIL WITHIN 6" OF EACH RAFTER POST ALONG SIDES AND WITHIN 6' OF.EACH END WALL POST ALONG END WALL SECTIONS MINIMUM 2-1/2' EMBEDMENT FOOTING (2500 PSI MIN.) 2 #Ss CONTINUOUS CONCRETE BASE RAIL ANCHORAGE. r ~ Not To Scale INSTALL 1/2' x MINIMUM 5-1/2" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN.6' OF EACH RAFTER POST ALONG SIDES MIN. 6' MINIMUM 2-1/2" EMBEDMENT MINIMUM 4' CONTINUOUS 4" CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) DRILL 5/8" HOLE THROUGH THE 2" WASHERS 24. 16 GA U-CHANNEL BRACE (5, TO T POST) BASE RAIL AND SECURE TO 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) ANCHOR EYE WITH 1/2"DIAMETER TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45' THROUGH -BOLT BASE RAIL TO MAX. 60- FROM HORIZONTAL NIPPLE TO 3/16' RAFTER (SEE GROUND ANCHOR MINIMUM 4' SCHEDULE, SHEET 1 OF 5, FOR REQUIRED ANCHOR) ZCONTINUOUS4!' CONCRETE PAVEMENT EYE ANCHOR 1E CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE. DOES NOT MEET MINIMUM EDGE DISTANCESHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR.DOOR/' / WINDOW FRAME POST C TS BASE/WINDOW RAIL OR NONSTRUCTURAL HEADER —_ 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) ##12-14 x 3/4" 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 NON-STRUCTURAL HEADER CONN. DETAIL 14 Not To Scale TS RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH, (4) #12-14 x 3/4' SOPS RAFTER POST 2A BOX EAVE RAFTER/POST DETAIL Not To Scale . TS RAFTER POST 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" SDPs, (2) ON TOP, (2) ON SIDE `—TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. `� Not To Scale 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, 2" WASHLk8 DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO TS CONTINUOUS ANCHOR EYE WITH 1/2"DIAMETER BASE RAIL THROUGWBOLT EYE ANCHOR 5/8". ROD 48' LONG WITH 6" HELIX OR 5/8. ROD 60' LONG (SEE GROUND ANCHOR WITH 7" HELIX, SCHEDULE, SHEET.1' OF 5, AS APPLICABLE FOR REQUIRED'ANCHOR) TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE WASHERS —TS CONTINUOUS BASE RAIL EYE ANCHOR U (SEE GROUND ANCHOR 5/8" ROD 30" LONG SCHEDULE, SHEET 1 OF 5; WITH LDBL 4' HELIX FOR APPLICABILITY) I r BASE RAIL DEEP.ANCHORAGE BASE RAIL ANCHORAGE' �' Not To Scale LiNotTo Scale TFIE,�E PI. "NS AND ALL Pr'10.a0S"D NfOR#C ARE SUBJECT TO ANY COMECTIONS REQUIRED BY FIELD INSPECTORS THAT MIAY BE INEuCESSpAIIgy IN BBDEN T0. TS BOW RAFTER la'11311 IVITH ALL APPLICABLE CGODE,3" 6" LONG TS NIPPLE I �l� t 'I I t"" SECURE POST TO NIPPLE NO SCREWS WITH (4) 412-14 x 3!4' SDF s REQUIRED IN BOW BENDS I1-5" ni 4' 16 GA U=CHANNEL BRACE (S TO T POST) 48" 16 GA U-CHANNEL BRACE (8'.TO 14' POST) TS RAFTER POST BRACE ANGLE SHALL BE MIN: 45' ' TO MAX. 60' FROM HORIZONTAL NIPPLE TO 3/16'r\ BASE RAIL , 9" �6" LONG TS NIPPLE SECURE RAFTER AND POST TO f NIPPLE WITH (4) #12-14 x 3/4" RAFTER POST SELF -DRILLING FASTENERS CONTINUOUS BASE RAIL POST/BASE RAIL CONN., DETAIL BOW RAFTER/POST DETAIL NgtTc6oale ZB Not To Scale , TS PO I L Lm- 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND.TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH (4) #12-14 x 3/4" SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER WINDOW.RAIL'(OR GIRT 4 VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR .GIRT TO POST CONN. DETAIL Not To Scale BECHTOL kNo'INEEMIN 605 WEST NEWYORKAVENUIZI DELAND.FLORIDA 32720 , -� Certificate bfAulhorbmVon Nowt P.E.. ' •; . o. 38538 .. rig •• -STATE-OF AI- CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/02/18 HECHTOL ENGINEERING_ MKB NTS AND' E NQ, Ina ammocavroauatau.0MR*WXra."Wes=Wwc4MIS RR G.18001 TB SHEET 4 OF 5