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GENERIC PLANS
MAXIMUM ALLOWABLE TABLE I F. BC APPROVED PRODUCTS LIST. . " FRAME, END POST; GROUND ANCHOR ND PANEL FASTENER SPACING. SPECIFICATIONS .. WIND SPEED RAFTER. QA APPROVAL.. E PARTIALLY -AVERAGE FASTENER SPACING , 'MANUFACTURER EXPIRATION PRODUCT CATEGORY SUB CATEGORY • OWPENTERA ALONG RAFTERS OR E O N. NC INCLOSED-. NFL6596-DR6 ROSE s, AND O E DATU TS eo STRUCTURAL COMPONENTS : ROOF DECK- CAROLINA CARPORTS; INC. 04/05/V . WIND- ULTIMATE NOMINAL POS�RAF.TER 26 Gauge.AG Panel . . �.. .1v15l2o. RISK EXPOSURE WINDSPEED WIND SPEED . 'SPACING INTERIOR END' • FL6702.1-R6 c STRUCTURALCOMPONENTS : STRUCTURAL WALL CAROLINA CARPORTS, INC. 03/14/27 180 1eo, _ 160 CATEGORY CATEGORY iM?H) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTER. .26 Gauge AG Panel 12/15/20 110 TO 150- ' 89 TO 116 5.0' 6 6 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 03/14/27 N/A 164 143 FL67.02.3-R6 I C 26 Gauge Dutch Lap Wall Panel 12)15I20-"- • 151 TO 180. 117 TO "139� 4.0 6 6 NIA: _ _ FL29622.1'R1., STRUCTURAL COMPONENTS . FLOOD VENT CRAWL SPACE.DOOR SYSTEMS, INC. 09/30/22 N/A N/A NOTES: .1. Specifications applicabWto 26 gauge metal roof and Wall panels fastened directly to 12 or 14 gauge"steel tube framing, or 18 ; 02/28%21 16x8. Flood Vent : gauge, hat channel roof purlins. • 139 2 Specifications applicable only for mean roof height of 20 feet or less a roo lopes of 7° o 27° (1.5.12. to 6.12• pitch). Spacing an f s t EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R2 08726/25 -N/A 139 requirements for other roof heights and/or slopes may vary: 02/28/21 Series 402-14 - 174 GROUND ANCHOR SCHEDULE ELIXIR DOOR AND METAL COMPANY F.L17996.5-R2 OS/19l25 N/A 155 . EXTERIOR DOORS ; SWINGING . ' • ULTIMATE -WIND (rliph) , METAL CARPORT INSTALLATION PLANS. 02/26/21 . Series 407. - - 180 110 :120 "130 ` 140 150 '160. -170 •' 180 AND DETAILS AND. FRAMING AND EXTERIOR, DOORS ROLL -UP ASTA INDUSTRIES INC. - 12/31/21 N!A 174 L8888.1 R6 ,FASTENER SPECIFICATIONS Model 203 02' M ax:. Width) - 2/09%21. - . = 9 1 17 4 : 30': Anchor - FL16806A-R5: ' 04/05/27 N!A 154 Detail 1D FOR CONSTRUCTION IN THE STATE OF FLORIDA EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. O 12/1 6/20 6 Steel Roll Up Sheet Door (12. Max. Width) � 1 R o . . '' PREPARED . 1 8' 'N/A L16806.2 R5 04/05/27 180 Q EXTERIOR DOORS. ROLL -UP : - CAROLINA CARPORTS, INC. " - CAROLINA INC -. 2/16/20 Steel Roll-U Sheet Door-(8'Max. Width) = 1 - 20:, 6T: p 4$' Anchor .. , - PO 'BOX 1263 - 55 1 tI - Detail, .. 2 � EXTERIOR DOORS ROLL -UP - CAROLINA CARPORTS; INC., � - FL16806.3=R5 04/05/2i N/A 133 - - 121'16/20 . - Steel Roll -Up Sheet Door =-(16' Max. Width): . p 24 � -- 180 .. � � . PREPARED-BY.- FLt6806.4 RS 04/05l27 m .26. EXTERIOR. DOORS ROLL -UP, ;: GAROLINACARPORTS, IN - ' N/A - 172. BECHTOL ENGINEERING:AND.TESTING; INC. C. 12/16l20" Steel Roll -Up Sheet Door.- (10' Max. Width) nchcir 605 WEST NEW YORK AVENUE 28 fi „.: 8 FL77499 ? 10/17/23 WINDOWS SINGLE HUNG : MI WINDOWSAND.DOORS - N/A - 157' 30.. ... .1R • z ' e I Ic o a�� Model 185SH " 1 1Y27/20 .. AN D E DETAILS -1C D 1 SHOWN. ON"SH ET 4.OF 6- �IOn NOTES: :. RECE 1. H WN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES QNDI R MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: ." DOORSAND.WINDOWSS O 4 - - A: PRODUCT SHALL HAVEA'VALID FBC PRODUCT -APPROVAL. -- •' ,. FOR MAXIMUM POST SPACING DUTCH LAP -IS 4.0' B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION, REOURIEMENTS: M AU 31. C L 29 I 2 C E HEADERS AND WINDOW RAILS MAY RAISED OR LOWERED AS NECESSARY TO ACCOMODATE 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. EA �1 �p 9'� SUBSTITUTED PRODUCT. - _ S}:BFRjRiIRBR�`� �!�!� ,�i®P.1\ATY ., GENERAL NOTES: :. THESE PLANS PERTAIN ONLY TO THE STRUCTURE.-INCLUDINGMAIN'WIND•FORCE:RESISTING SYSTEM, COMPONENTS AND CLADDING; AND BASE RAILANCHORAGE. -OTHER-DESIGN:'ISSUES,-INCLUDING BUT NOT LIMITED TO " . 1.. THIS-1 CERTIFY THAT THE.CA000LATIONS AND ' PLUMBING, ELECTRICAL; INGRESS/EGRESS, PROPERTY SET;-F,LOOR,ELEVATION AND 'SLOPE, OR,'OTHER LOCAL ZONING. REQUIREMENTS_ ARE THE RESPONSIBILITY OF OTHERS::: .. _ ... _ .. SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNEDPROFESSIONAL ENGINEER; AND ARE'IN . THESE. DESIGNED AS NON -HABITABLE UTILITY/STORAGE.BUILDINGS RISKCATEGORYI) GAPABLEOF. SUPPORTING DEAD:LOAD OF THE STRUCTURE AND APPLICABLE LIVEAND'WIND LOADS. IMPROVEMENTS-. . . 2. S ( ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF . .• .. NOT SPECIFICALLY ADDRESS ED'HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT.LISTED IN THE FBC.APPROVED PRODUCTS PST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, .. THE FLORIDA BUILDING CODE SEVENTH EDITION 2020 . ( ) INC,,.WHICH EXERT•ADDITIONAL LOADS ON THE:STRUCTURE SHALL BEAT THE`OWNER'S RISK.: BECHTOL:ENGINEEaINGAND TESTING,.INC.;.SHALL.NOT BE RESPONSIBLE"FOR STRUCTURAL DAMAGE.ORFAILURE:DUE TO THE. APPLICATION OFADDITIONAL LOADS. 3- ALL STEEL TUBING SHALL BE.50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS:STEEL OR.ZINC,PLATED. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED.ACCORDING TO MANUFACTURER'S INSTALLATION JNSTRUCTIONS� ,ANO SHALL MEE}TTHE CESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE 4• \\ /% LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 5_ 5, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4'' SELF DRILLING SCREWS WITHOUT CONTROL;SEAL WASHER ALL_SFiOP FRAMING CONNECTIONS SHALL" BE WELED D. . .. .• F ,. BECHTQL�I�I(3�NE NG ANSI C,jNC. 6, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS: • TH.E.•REINFORCING STEEL.SMALl BEMINLM,ITM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL 35 REINFORCED WITH:6X6-W1 AXW1 .4: ,' 6o5,WEST-NEVVYQRKAVE WELDED WIRE FABRIC_ COMPLYING WITH ASTM A-195, OR WITH 'SYNTHETIC FIBER REINFORCEMENT COMPLYING WRN ASTM ' 415, k`^ _ DELAND L1�21gA 32720 °�� 7, k. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN'6" OF EVERY POST LOCATION; AND BOTH SIDES OF'OPtNINGS'WRERE BASE RAIL,IS ABSENT ;GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE•(TFIIS;SHEET) FOR SPECIFIC -TYPE GROUND ANCHOR.REQUIREMENTS.. `_ s" :' .. ; 1 _ A 1 ENT �.� 0, 8, CONCRETE ANCHORS SHALL BE-TAPCON REDHEAD LDT1/2" x 5 OR EQUIVALENT OR WEJ-ITANKR-TITE MODELAT1252; OR SLEEVE ANCHOR MODEL HS 260, OR:EQUIVAL ��+j� 9, POST/RAFTER BRACING: BRAC,E:ON•EVERY POST/RAFTER CONNECTION;. EXCEPT FOR END WALLS.'. , . ✓/�. �e .\\\ 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER.SECTION R318.1 OF THE FBC SEVENTH EDITION (2020) _ RESIDENTIAL, AND SECTION'1816.1 OF THE FBC SEVENTH. EDITION (2020) : BUILDING.. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF2,000 PSF IS ASSUMED. ' CAROLINA CARPORTS-..INC. ' 11. 14 GA FRAMING:-2-1/2" x,2-1/2" TUBE STEEL (TS),WITH 2-1-/4" x:2-1/4" TS•NIPPLES... GENERIC PLANS. FOR USE IN THE STATE OF. FLORIDA 12.GA FRAMING 2-1W' x'2-1/4":TS WITH 2" x 2" TS NIPPLES: flEID w E: 06/04/2021 12. ENCLOSED'AREAS REQUIRING .FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (?)'OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2);SIDES OF -ENCLOSED AREA, WITH BASE OF. BECH%IoC ENG/NEEWNG °" R : mkb, 6CA1E NTS AN G !im _--E OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE.' REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED. IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED, ON ONE (1)' FLOOD VENT"PER °HEAD th no)- G2 o�E ' 1001 CON CAI. I�NID YATERIAL9 TFSTItq ENGVgIIi3 " EVERY 305 SQUARE FEET OF ENCLOSED AREA; SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. TB SHEET 1 OF 6_ LEW TYPICAL SIDE ELEVATION TYPICAL END.ELEVATION. TYPICAL SIDE ELEVATION. TYPICAL'END, ELEVATION'_ TYPICAL SIDE. ELEVATION.: TYP.ICAL'END.ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE _ -NOTTOSCALE '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: I, FLOOD VENT (As applii:able)� r ROLL,I)P DOOR " $WINGING DOOR "ROLL ,UP DOOR SWINGING DOOR - /Ac anhlicahlel- • !As arinlirahlel- (Asa livable) '(As a livabl e) PP PP TYPICAL 81DE'ELEVATIO.N TYPICAL END ELEVATION _ . TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL-SIDE�ELEVATION TYPICAL. END ELEVATION..' NOT.TO SCALE NOT TO SCALE' NOT.TO SCALE. NOT TO SCALE .' .. NOTTO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT 'VERTICAL ROOF BOX::EAVE FRAME RAFTER ENCLOSED -BLDG - VERTICAL ROOF. BOX EAVE FRAME RAFTER: UTILITY BLDG 'VERTICAL. ROOF FLOOD VENT (As applicable) ,', ROLL -UP DOOR SWINGING DOOR ' .ROLL -UP DOOR SWINGING.DOOR • !Ae annlir hlal' ' lAe—li—hlnl BMW TYPICAL SIDE ELEVATION :. TYPICAL END ELEVATION TYPICAL SIDE -ELEVATION.: TYPICAL -END ELEVATION- TYPICAL SIDE ELEVATION ,• TYPICAL END ELEVATION NOT TO SCALE'. NOT TO SCALE NOTTO.SCALE.. .-NOTTO,SCALE kQT TO SCALEOTTOSCALE. ' BE INEyp- N S'16� INC. : . I�E G G A 6� E, .6 05 WEB EW ORKAVLRfyE DE LANBt. F�RrDA 3272 �. @© CAR�'La`VA CARPOR T$; INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA .. TYPICAL BOW RAFTER.GABLE END ELEVATION - NOT TO SCALE ' TYPICAL, BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE 'B� H%YlL ENG�NFEWAIG q rom 66 - CONSULTING GEOTELHNILAENVIRLNNEMAL, ANDN iERIALB TE3IVJG ENOWEERS unelr�°"mmKma.w 0000sav: 06ioarzz0 sLA E NTS ' 1 a - ": G21001 SHEET2OF6. . NOT TO SCALE - °R""". 'mkb', cNELNEo tb O1m TB 26 GA. GALVANIZED METAL ROOF PANELS 26 GA..GALVANIZED.METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S . FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION INSTALLATION INSTRUCTIONS _INSTRUCTIONS: 2 12 Q3 2 12. Q3 1-1/2" 18 GAUGE FURRING 11 4 4 CHANNEL(PURLIN) 7FASTENED .24- 1.6 GA.U-CHANNEL BRACE ' . 24" 16-GA U-CHANNEL BRACE . 477t�� FASTENED TO RAFTER WITH _ TO RAFTER WITH _ (2) #12-14 x 3/4".SDF's AT, (2) #12-14 x-3/4' SDF's AT 24" 16 GA U-CHANNEL BRACE — EACH END (4 PER BRACE) w EACH END (4 PER BRACE) = FASTENED TO RAFTER WITH SEE ' _ w . w ) #12-14 x 3/4" SDF's AT TABLE 1 — °w ' ... '. _ 24.MAXIMUM RAFTER SPAN ON SINGLE RAFTER - .' .. 24' MAXIMUM RAFTER SPAN ON SINGLE'RAFTER .., z • EACH END (4 PER BRACE) -- - - - $HEFT . .1006- _ w . o >24' 70 30' RAFTER.SPANREOUIRES ATRUSSED RAFTER - - 1 . ,' >24' TO 30' RAFTER SPAN REOUIRESATRUSSED RAFTER. ' 1 - W O AS SHOWN ON THIS SHEET - q _� AS SHOWN ON THIS'SHEET • 4 - 24' MAXIMUM.RAFTER SPAN ON SINGLE RAF[ER' - - - - - 3 TO 30'RAFTER SPAN REQUIRES A TRUSSED RAFTER. - .. p S SHOWN ON THIS SHEET TYPICAL' TYPICAL INTERIOR RAFTER/POST ".INTERIOR RAFTER/POST.FRAME SECTION.-' BOW FRAME INTERIOR F ME SECTION - BOX EAVE - HORIZONTAL - TYPICALRAFTER GABLE END FRAMING PLAN TYPICAL INTERIOR No scABOW NOT TO SCALE _ NOT TO SCALE RAFTER/POST FRAME_ SECTION = VERTI.CAL ROOF . ' NOT TO SCALE 1-1/2"'18 GAUGE FURRING CHANNEL FASTENED. LENGTH VARIES DEPENDING.ON LENGTH VARIES DEPENDING ON TO EACH RAFTER WITH (2) #12-14 z 3/4" SELF -DRILLING NUMBER AND SPACING OF RAFTERS NUMBER AND SPACING OF. RAFTERS' .. FASTENER SPACED NOT MORE THAN 48" O:C. 11 5 SEE' MAXIMUM' ' SEE .. TABLE .1.. 4: O.C, FOR .' . SEE SEE TABLET SHEET SHEET VERTICAL TABLE-1 TABLE 1 1 OF6 .. 1 OF 6. PANEL. SHEET SHEET 3 i- LENG VARIES DEPENDING ON•NUMBER ' AND SPACING OF,RAFTERS TYPICAL RAFTER/POST'FRAMING PLAN = BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN -BOX EAVE TYPICAL -TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE " NOT TO SCALE _ 'POST/RAFTER FRAMING PLAN VERTICAL ROOF NOT TO'SCALE ' NOTTO SCALE " .. SEE SEE. TABLE.1 • TABLE 1 OPENING FOR SWINGING .. SHEET .12 - SHEET .. DOOR WITH NON-STRUCTURAL 1 OF. 6 5 - 1` OF6. , HEADER 5 . . - 4 .. . q .. .. .. - b: .. 12' MAX. O,PENING... .. - S '. 4 - - - - 24" 16 GA U' CHANNEL BRACE z FORROLL-UP DOOR q : -. oaEwNCFca, .. FASTENED TO RAFTER WITH WITH STRUCTURAL -. ' ..-' ': (2) #12-14 x 3/4" SELF=DRILLING - HEADER -. - : .: _ ... -4. 12' MAX. OPENING FOR .. -4 :. _ - :. - ; . _ .: . SCREWS^AT EACH END- .' 5 .'4 A 4' 4 -. 11- 4 - _ - :4"' - .. .OPENING FOR WINDOW WITH NONSTRAUC RAL HE _ NP ICAL ROOF EXTENSION OPTION MAIN STRUCTURE, I I -i �� . STANDARD LEAN-TO OPTION -TYPICAL SIDE WALL OPENINGS FRAMING PLAN R,4L .- (Also applicable to End A...... - END WALL OPENINGS;POST/RAFTER FRAMING PLAN - TYPICAL LEAN-TO OPTIONS FRAMING PLAN �T S! HOWN NOTTO•SCALE NOT TO SCALE - $ NOT TO SCALE (BOX EAVE RAFTER SHOWN; ONLY TAN D .T07S'RPPLI IN FRAME RAFTER) Ali - 24" 16 GA U CHANNEL BRACE (5' TO 7"POST) 4 B" 16 GA U CHANNEL BRACE (AB' TOE4' POST) . BECHFE�L EN'GINi��) D'TESTIN sC'�fINC. %G AN FULL 6" WELD . TO MAXN 5L FROM HORIZONTAL' R� 6E A 3KA LANDFLa D � 27 BOTH SIDES. F UCL 6:' WELD _ � 6", „ BOTH SIDES 6" 2, ` S 5 WELD ALL WEB 5 CAR CARPORT CARPORTS; INC. CONNECTIONS. BOTH SIDES WELD ALL WEB . CONNECTIONS, ; ; „ GENERIC PLANS.FORU.SE'IN THE STATE 0I':FLORIDA BO.THSIDES . • ' FREESTANDING: ."� .. O6/0 /202 G/NEER/N new" AI G mkb' sG�E NTS4. . ' � eo . OPTIONAL 24'=1" TO,30'.TRUSSED RAFTER -.BOW OPTIONAL 24'-1" T0.30` TRUSSED RAFTER =BOX SAVE' L - MI P EAN TO FRA NG LAN:„"°�mE����R�W�w - /E °��� tb "" cz,00l: NOT TO SCALE ', NOTTOSCALE NOT TO SCALE �.,����° c`" d°0°""'No00�"' "°RO° TB ET3OF6 . ' SHE INSTALL 1/2".x MINIMUM b" TAPCON REDHEAD LDT INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR OR 7/2" x MINIMUM 5 1/2" EXPANSION ANCHOR ANCHOR OR 1/2" x MINIMUM¢1!2" EXPANSION ANCHOR DRILL 5/8" HOLE THROUGH THE 2" WASHERS DRILL 5/8" HOLE THROUGH THE 2" WASHERS THROUGH BASE.RAIL WITHIN 6" OF EACH THROUGH BASE RAIL WITHIN 6" OF EACH - BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END RAFTER:POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH -1/2" DIAMETER TS CONTINUOUS. ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS WALL POSTALONG END WALL SECTIONS WALL POSTALONG-END WALL SECTIONS L BASE RAIL THROUGH=BOLT THROUGH BO T BASE RAIL, 4".MINIMUM 2" MINIMUM N. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT R S URF R GROUND O - TABLE GROUNDS AC O STABLE GR ND SURFAC MBEDM MINIMUM 2-1/2" EMBEDMENT MINIMUM 2 1/2" E ENT EYE ANCHOR 5/8" ROD 48" LONG OR WITH 6' HELIX r 12 5/8" ROD 60"- LONG (SEE ANCHOR (SEE.GROUND ANCHOR GROUND EYEANCHOR `• �, AS APPLICABLE F ABILITY) OF 6, WITH DBL 4" HELIX' : . F.OR'A PLICABIL TY)- OF 6 ' , MINIMUM 4" WITH 1� HELIX, SCHEDULE, OR APPLICABILITY) CONTINUOUS 4" CONCRETE PAVEMENT MONOLITHIC CONC. FOOTING(2500 PSI MIN.)_ REINFORCED WITH 2 #5's CONTINUOUS. CONCRETE BASE RAILAN.CHORAGE CONCRETE BA$E:RAILANCHORAGE •- 1g- SE RAIL DEEP ANCHORAGE BASE..�RAI•LANCHORi4GE. q T Scale : (OPTIONAL - OPEN CARPORTS ONLY (� BA 1 D' Not o Not To Scale Not To Scale Not ToScale DRILL518" HOLE -THROUGH .THE ' : 2" WASHERS 24" 16.GAU-CHANNEL BRACE (5`.TO T POSE ., ' BASE RAIL AND SECURE TO 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) PPLE ANCHOR EYE WITH 1/2,- DIAMETER '7S CONTINUOUS. BRACE ANGLE SHALL BE MIN.45° THROUGH' -BOLT NO SCREWS. CURE #1YS14 x 3/4I SDF's TS BOW RAFTER' 6 SE BASE RAIL .. TO MAX. 60° FROM HORIZONTAL ' ' REQUIRED. WITH NIPPLE TO. 3/16 IN BOW BEND 5" RAFTER . - :. ••- ' . ,- . 4" 16 GA 0 :CHANNEL:BRACE (5' TO.T PO$ . . TS RAFTER' 48".16 GA U CHANNEL BRACE (8' T0.14' POST) TS RAFTER POST 9-1/2" BRACE ANGLE'SHALL BE MIN. 45 < , , TO MAX. 60° FROM HORIZONTAL NIPPLE'TO:.. 3/16"` { i o BASE RAIL (SEE GROUND ANCHOR g^ T.$ CONTINUOUS BASE'RAIL, SCHEDULE. SHEET 1 OF 6; :6L. MINIMUM 4" 6".LONG TS NIPPLE ° I FOR REQUIREDANCHOR)' SECURE-POST.TO NIPPLE -WITH ' .. (4) #12 14 is 3/4" SDF's 3 3" 6" LONG TS NIPPLE ' v. SECURE RAFTER AND POST TO CONTINUOUS 4" °' _ NIPPLE WITH (4) #12-14 x 314" CONCRETE PAVEMENT .. - T. SELF -DRILLING FASTENERS TS RAFTER POST TS RAFTER POS. . EvEANCHOR E- RAIL CONN. -DETAIL BOX: EAVE RAFTER/POST DETAIL • BOW RAFTER/P'0ST DETAIL1�1-S POST/BA Zii ..Not To Scale . �.. ':. Zg Not To Scale.. . CONCRETE BASE, RAILANCHORAG.E' 1 E' Not To Scale (OPEN'CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1 B) TS POST 2"x2"z2"16GAANGLECLIP* . \`"rt�.{F'tWit S SECURE TO POST AND TOP OF •\\ ®+� � i%. RAIUDGIRT WITH 4 # 2-1 x 3/4" SDF ,V.,.I' T RAFTER POST F r r- r r+ r. -14 s TS TRUSSED RAFTER CHORD, .(2) ON TOP OR.BOTTOM, (2) ON SIDE. ., rr . OR NON-STRUCTURAL HEADER. BECHT& ENb INEEKING_ AND TESTINd;r NCr . TS END POST OR DOOR/ - WINDOW FRAME POST 2"&x2" 16 GAANGLE CLIP _ 605 WES EW.Y RK ... - -DELANDi L¢�iIQH' 32720 SECURE TO POST (EACH.SIDE) 1=1/2" x.1-1/2"x 2" 16 GA CLIP TS NON-STRUCTURAL HEADER TS BASE/WINDOW RAIL OR _ • .. AND RAFTER CHORD/RAIL WITH ANGLE SECURE TO — NON-STRUCTURAL HEADER (4) M2-14 x 3/4" SDF's, (2) ON POST AND BASE -RAIL ' s ` (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON.SIDE WITH.(4) #12-14 x 3/4" SDF's, , . y (2) ON TOP, (2) ON SIDE ID ^ VERTICAL ❑ IN O� SIDINL OR G �° FORS G OPT( ��AL •�s��\\\. TS C NC , 'POST TO -RAIL TRUSS CHORD, CONTINUOUS BASE RAIL CAROLINA CA T OR - I CONN RAIL OR GIRT T DERNN IDETAW GENERIC PLANS.FOR USE IN TH TATE'OF.FLORIpA NON STRUCTURAL HEA •: END POST/BASE RA L� O POST. CO . IL. NON STRUCTURAL HEADER-CONN. DETAIL . 5 Not To Scale Not To Scale . FTM DATE - 4 Nat To scale _ ENG/NEER R wN su E:. w _ �Nc Inc:...'.. I N ' BECH. G% � mkb . ..: , s o4no21 AND cRec¢n tb Rm.No:. G2 - - 18ST1 .. . CONMTINOGEOT ",&LE RONNENTALANDNATERWSTESTPlO�•'^.:^-� 1001 . _ CMPcrtedAWaliO°mlh00005(9] AvvRo,Eb.TB SHEET 4bF6..- NIPPLE TO 3/16" DBL. HDR. TS RAFTER POST 6" LONG TS, NIPPLE. SECURE EACH. WITH #12 14 x 3/4"; , .. ... 'SELF -DRILLING. FASTENERS •e 6" LONG TS NIPPLE 2"x2"x2" 46 GAANGLE CLIP SECURE EACH WITH " LONG TS NIPPLE •. - SECURE WITH (4) #12 14 x 3/4" b2'GATS POST SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" . (4) #12-14 z 3/4" SELF =DRILLING FASTENERS 1/8" i -ISELF-DRILLING FASTENERS SDF's, (2) ON BOTTOM ° (2) ON SIDE . . OR r r ' FS BASE RAIL 2"x4"1fiGAPLATE I i i i i°i i°I SECURE TO EACH SIDE OF . i'o i i o 2. GA DOUBLE TS HEADER TS END POST POST)RAFTER CONNECTION LJ LJ WITH (4) #12-14 x 3/4" SDF's (2) ON POST,.(2) ON RAFTER ... • - .. .. 2 POS GA f 3/16" "NIPPLE TO DBL. HDR. • 3/16" - NIRPLETO - BASE RAIL RAFTRAPO : END POST/RAFTER CONN. DETAIL RAFTER POST/DBL.. HEADER DETAIL' RAFTER POST/HEADER DETAIL;'... B SE* ON ECTION-DETAIL 7 8 9 Not To Scale Not o Scale T t To No Scale Not To Scale 1-112" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO:RAFTER. POSTAND SS RAFTER POST " 12 14 x GABLE RAIL WITH (4) # - 3/4" SDF's; " NIPPLE .TO 3/16': - 6" LONG TS,NIPPLE . „ TOP AND BOTTOM RA F1'ER URE SEC WITH (4) #12-14,x 3/4" SDF's . . 2"x4"16'GAPLATE (ONE REQUIRED) - ;TS RAFTER 12" LONG TS NIPPLE.' SECURE POST TO NIPPLE SECURETO EITHER SIDE OF WITH (�#12-f4 x 9/4 SDFION 1-1/2" x.1-1/2" x 2".16 GA CLIP WIT O 4 x WITH 4 #12 1 3/4" SDF's, (2) ON POST,.(2) ON RAFTER - ANGLE SECURE TO RAFTER -AND GABLE RAIL WITH (4),- 1-1/2" x'1-1/2" x 2" 16 GA CLIP ANGLE - TS' LEAN -TO. -RAFTER ' #12-14 x 3/4" SDF's, (2) ON TOP, SECURE TO RAFTER AND GABLE ° ' 1-1/2" x' 1-1/2" z 2".16 GA (2) ON BOTTOM.. RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP,-(2) ON BOTTOM CLIP ANGLE SECURE TO 6" :. RAFTER POSTAND GABLE. ° .. RAIL WITH. (4) #12-14 x 3/4"SDF's . (2) ON TOP, (2) ON SIDE TS GABLE RAIL' L° GAANGLE.CLIP' . 24" 16 GA 6-CHANNEL BRACE (5' TO 7' POST) SECUR2"x2"x2",'16 TAND TS RAFTER POST 6" LONG TS NIPPLE , 48" 16 G A U CHANNEL'BRACE"(8' TO 14' POST) „_ ' RAFTER WO HO #12 114 X 3/4"- SECURE RAFTER AND POST. TS GABLE RAIL BRACEANGLE SHALL BE MIN. 45° ER TO NIPPLE WITH (4) #12-14 x 3/4" TO MAX. 60° FROM HORIZONTAL TSRAFTER POST (2DON-POST'RAFT SELF=DRILLING FASTENERS . GABLE .RAIL 70 RAFTER POST TS RAFTER POST : - CONNECTION DETAIL X - P.OST:/ LEAN. RAFTER CONN. DETAIL: 11A' No1Tg9cala GABLE RAIL TO RAFTER POST RAFT - - � TA R/POST DE 1,3 CONNECTION:DETAIL: . 12 _ Not .Not: To scale :... . ToScaleE . 19 ®`.;,e� TSLEG POST . TS.LEG,POST \. FURRING CHANNEL FASTENED 1:1/2" 18 GAUGE F BECHTOL�ENGIN�ER�� INC.' TO EACH RAFTER WITH (2) #12-14'x 3/4" SDF ..' . TS RAILS Ts Posrs + p^ SPACED NOT MORE THAN 48". D.C. a 6 DELAND F�IA}21DA 32 ZVENU -`s 7� 1 26 GA. METAL " 4 ' _ 2-1/4" FOR. PANEL.ME. .. TS BASE.RAl 12 GA FRAMING 2-1/2" FOR . a 1' Max.. s�'�r •� JA i ' (�� ' '. �i 14 GA FRAMINGTYPICAL TS RAFT ER FLOOD 16 GAUGE U-CHANNEL BRACE VENT FRAMING PLAN. FASTENED TO THE P.OSTAND RAFTER WITH (2)'#12-14 x 3/4" SDF S.. . NOT TO SCALE TS,• AT EACH EN (4 PER BRACE) ROOF PANEL ATTACHMENT _I _ STA GENERIC PLANS-fOR OSE IN:T TE O HE F FLORIDA(ALTERNATE 'BRACE SECTION AL ROOF (A' FOR PANELS :' _ • , Not To scale Not ToScale SEE GENERAL NOTE No. 12, SHEET 1 OF 6, �° 06/04/2021 . eECNTGL E 1 EER!N • mkb - ANC. TES),/NG,"lna _ • . .. .. - - - - _ ... °°NSUUIN°GEOTE°HNICa-•ENVIRONYEMA�AN0. YAiER1AL8 TE6I1N6f: Pffit5 °NEpiD..tb ' Roi.N0.: 621001 ". ..' "! - - . t 'unmogoaA,an"Yem,Nn mcrbm. - A°pxwm TB .. SHEET 5 OF 6 .....�... ..._._-..-... .... ... ... .. .VERTICAL ._....I...........�:�.........I.......... II ... . ...... _..... -.. . .....�. ....... _... .......I.I..... . . .-... ..... --. . ........1—...' .. ..� ....II.I� �... ........ . - I .......... ....... .. I . ............... I ........ I �... ... .. I ... . .. . . .. .............. ..... � �.. _. � .. . _. .... � I. ..... .......... ....... .. I. .....— — I. .- ''.. _ .--... ....... -1 �.. . ..... ......... SIDE 0P.0N.. .... ..-........-. . ._...I .-. .I..I ...... ... ...... ..I .�.... I..�..... �—....I. .. .I.. .. . ......�.-.... - . .... ..� ... .. ..... . .- . ,.... I . . .TI.—.. ............ ....—._...� .. .... . .. .... .. ...... . ......... I..- . - I.... I .. — ..... I . .. . . I . . .. _. I .. ..... . . . �....... �.. -...- .I . I. .. .. - � .. .. I. I.. I. �.. .. . ...... ........... I .- ..... .. . .. .. .. . .. .. .. .. . ....1. _..... .1. I... . . I .� I� .I. ... ' ....= .......... ... .... . _.. ..1.1.... .. ..__ ..��. ... .... I-1 .. ...� .. .... ....... . ..�._.....—.-.. ...1 .. .. --. .-.I ....'-- .�1I.—1 .. ......-..-.- .. —�. �...... ..... .... I. � . _.... . I ...... _..'....�......_ ... - 1. .. .. . .. .. . .. .... .. I. — .. . . . .. ... — ... .. - . . .... .. � _. ... �..' 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I. �......_ �........ ... ........ �....... ...' �............. I......-.............. ...........................—I . SEE . .. .. .. .. .1 ...._... �..'. �... � I ..... I. . - � ...... _....... � �.. I. - �.... I............ .. . 1. � .. .. .. .. . . -..1. �.. I. ...-. � �.......... ._...............:'.... -........ ....... .. ......... ��.................. ... . ''.... ............ .................. _.......... .. .. .. . . -. ..I .I.. .. ... ..- .- . ..... . . -, . . , . ABLE 1 OPENING,FOR SWINGING DOOR ... .. SHEET IfVI TH NON=STRUCTURAL HEADER 1 1/2" 18 GAUGE•FURRING'CHANNELFRSTENED TO - �... . . .T OPENING FOR SWINGING DOOR ' . . . 'WIT .. I1 .-. .. I�� -..I .- . . -. . . . . . . . . T 1OF6. . .. .... .....�I I'.II EACH RAFTER WITH (2) #12 14 x 3/4" SELF -DRILLING / H NON-STRUCTURAL HEADER . . � . I .I ... :. .-�I-. .II . , - , , . .. .. .. .. .. .. .. .... .. .. .. - .. .. .. I. .. .. .�'.I -..I.: ....� .... .... 6°--�. '' FASTENER SPACED NOT MORE.THAN 48 O.C. . . . . . . � .. .. . .. . . .. .. �. .. .. .... - .. ... . .. -. ,. . . ... , . . . -.. , . . . . ,.. . . .. .. .. .. - .. . . . ,_ ... .. ... 2 1 1 ...6 -�.�I.I . ... .. . ... ..- . .. . . . .. .. .. '.. .-.. .. .. - . .. .. .: .. .. . 4 . . .. - .. . ... .... ...I .. .. -..... j .. — .. - 1 1 . . .. ,- . .. ... . GIRTS . .. ' s y . 4. .. -.�I. i1I......, �l A�.. I ,-... . ..r 9m . .- I GIRTS . .II -..... ..... .-... . . : s .. SEE• TABLE 1 , .. . ( .�.. ..... I s . .. —' . _ w_� ....- U . ... ... .1 .I... --.. -- ,. . . iTYPical) .. .. .4. q .. '' 6 (Typical) .. .._.. q :SHEET s.. . ...I.... 6 :.. �.... �.- ... .. .�� --' . . .. .. . .. . . . .. - .. 4 ..-.I .. ... .I ...��. -..�.. . . .... -... 5......I ..I.. .12' MAX: OPENING FOR '... 4 - . -4 . � :. 3 3 - ' .-.I . I... ..-... -. -.:-.. -...I I.... .. . 12' MAX..OPENING FOR .. ' : (-.I �.I.. : ROLL -UP DOOR. WITH .. - )I I . .I -.. I-.. -.1 ---... ....� . , .. .. 5 .-.. 3 ROLL -UP DOOR WITH , I .. 4 1 1 3 10 .. STRUCTURAL HEADER . �... . 3 -� _-.� 4.. : 3 . .. . . �. .. . - . .-. ;.-. •. ,. •4. 4' ,..1I _ NON.STRUCTURALHEADER aAr 4 ( _ .. 4 ). ... .�I .. 4 1-.�� .. q..' )...:. 4. .q . _ .. �I. -............I - - .... -.I L... � .II. -II1_ ......... ,A' . " P. I.. ..... .... . . ..... .. _ A... --...l. I ..�; .. .,.. �L�I.. -,. I-.1� .5 .-. ..... :�... a.-. -..I.I.� .�.. --. .I �. .. -. .... .. . - „. .. . . - .: TYPICAL END ..-.. .�... . .. .. '.-.. — ... -....i -�l. .-. .... --- . - . .. .. -, ...,. -I -e.� -l. .- - - - '.. -... .,.III .OP.ENING FOR WINDOWVIOTH.. _ - , ` .. -.. �- .1.l.'. . . .. ' II �. -....I. ..�.,.... ...... . - .. WALL OPENINGS POST/RAFTER/GIRT.FRAMING PLAN .. . . - - .. - .... ..- .. ....... ..... .. ....... ..�...�I. ...... . . . . . '..- .' . . . .. LENGTH VARIES DEPENDING ON NUMBER .. .. .�..I :III - . NON STRUCTURALHEADER ' . ' I ..1� : - O..I -.... W.-..I... D.I_. 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I. . .. . -. -... .. ... ..-. . � I� ..- ...� --�i . ._ ... . . . -. - I . . . .. � . . -, -. .I .1 . - :BOX.EAVE'FRAME RAFTER ENCLOSED. BLDG = VERTICAL SIDES. . ... ' .. . BOX. EAVE FRAME RAFTER UTILITY BLDG.- VERTICAL SIDES -. ..,I -' .1-. .l .i .l - -1 .l ...'.1� -I. .l.... ...1. ..I.... ...... .......r .....� --I1 I1...�.. ..�...��.� . . ....-.....� ....:-... .I.--...... . ..�.. ..........� .-. _.. .-... .I�.--.., .-.-� ....� ..-. ..� .. - . . _.. . .. _. .. -. .I .... .;.' ... ... --..I. ..... .-...1. ..... ....... ...I. . �.-.I - . .. .. . 1 ' - -I....".�".. .I .... -- . - - .. - - . �. .. - ... . . . - �. 1.-..-.... .. ' : .. - ' _ ' ._.' - .. .......... .. -. �.. .' I.. .. .. I. I. -... -. ..... ..._ --. ...... �.� -.. -.I -I -.. ..-. -I. . .. .. . . . '.. . .. .. .. . .. ROLL -UP. DOOR SWINGING DOOf. .. .. .. .. .. - :ROLL UP DOOR. SWINGING DOOR. .. .. . .. .. • .. I. '.............. . , , • . . . . . . . : ' ..... . ' . 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