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HomeMy WebLinkAboutMETAL CARPORT INSTALLATION PLAN & DETAILFBC APPROVED PRODUCT7ST ST. LUCIE COUNTY METAL CARPORT INSTALLATION PLANS AND DETAILS APPROVAL MAXIMUIN. BUILDING DIVISION AND PRODUCT CATEGORY SUB CATEGORY MANUFACTURER ALLOWABLE �:EQ,6@E��E� No. DATE WIND SPEED FOR CO€OPLL FRAMING AND FASTENER SPECIFICATIONS REVIEW B', REVIEWED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596:1-R5 180 DATE 26 Gauge AG Panel' 10/10/17 FOR CONSTRUCTION IN THE PLANS AND PERMIT MUST BE KEPT ON JOB OR STATE OF FLORIDA STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 180 OR 26 Gauge -AG Panel 10/10/17 NO INSPECTION WILL BE MADE — BY PREPARED FOR. STRUCTURAL COMPONENTS FLOOD VENT_ FLOOD FLAPS, LLC FL17381.1-R2 NA awl Lucie Cow* CAROLINA CARPORTS, INC. 8x16 Flood Flap 10/03/17 RR THESE PLANS AN©AI,�, P.O. BOX 1263 OF�CSFB IrYOR� DOBSON, NORTH CAROLINA 27017 EXTERIOR DOORS SWINGING ELIXIR DOOR: AND METAL COMPANY FL17996.5-R1 139 ARE SUBJECT TO ANY CORRECTIONS Series 4027-14. 01/19/18 REQUIRED BY FIELD INSPECTORS THAT PREPARED BY. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996,5-R1.. 110 MAYBE NECESSARY IN ORDER O - BECHTOL ENGINEERING AND TESTING, INC. Sues 407 ou1sila Col"PLY ViITH ALL APPLIOPAS 60 DELAND, FLORIDA 5 WEST NEW K32720UE EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 180 Certificate of Authorization No.-00005492 Model 203 10/06/17 -w . WINDOWS SINGLE HUNG POCAHONTAS, ALUMINUM COMPANY,-INC: FL12940.2-R5: 139 Model 100 VS 01/15/18 WINDOWS . SINGLE HUNG MI WINDOWS. AND DOORS 'R17499.3-R2 180 Model 185 SH 12/29/17 :TABLE 1 . .RAFTER FRAME, END POST, GROUND ANCHOR -AND PA'NELFASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING. ON-CENTERSALONG RAFTERS OR MAXIMUM PURLINS,:AND POSTS OR GIRTS" WIND. ULTIMATE NOMINAL POST / RAFTER (INCHES) - INTERIOR END RISK EXPOSURE WIND SPEED' WIND SPEED SPACING CATEGORY 'CATEGORY. (MPH) ' (MPH) (FEET) POSTS/RAFTERS. POSTS/RAFTERS . 110 TO 150 89 TO 116. 5.0 6: 6 . 151 TO 180 A17 TO 139 .4.0 m 6 6 RECEIVED MAR 01 2018 ST. Lucie C04n>y, Permitting COHC%ED FASTENERS ORAITAC ° f HI CRm 1I �4r APE THE RESp6NS18QTY OF THE CONTRACTOR OFRECORD 'NOTES: 1. Specifications applicable licable to 26-gauge metal roof and wall anels fastened direct) to 12 or 14 au a steel tube framin : or 18 au a hat DETAILS :1 C AND 1 D SH.OWN.ON SHEET 4 OF 5: P PPP Y 9 9 9 9 9 channel roof oLidins. THIS IS TO CERTIFY.THAT THE CALCULATIONS AND 2. Specifications applicable only for mean roof height of 20 feet or less,, and -roof slSPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE opes of7' to 27" (1.5:12 to 6:12 pitch). Spacing. requirements for other roof heights and/or slopes may vary.. - ,. UN DERSIGNED PROFESSIONAL ENGINEER, AND ARE IN . ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF GENERAL NOTES: EDITION (20q'. THE PLANS THE FLORIDA. BUILDING CODE, SIXTH ARE.VAUD UNTIL THE NEXT REVISION OF -THE FLORIDABUILDING 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, CODE. :ELECTRICAL; INGRESS/EGRESS; PROPERTY SET -BACKS; OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 1.1 I I I ► / / 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 BECHTOL R G fl�lf�, INC, SPECIFICALLY ADDRESSEDHEREIN 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 - 605 WEST NL9AY . PROVIDED AND INSTALLED BY CAROLINA:CARPORTS, INC. SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC, SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE gPPLICAT,ION OF DELAND, FLa zENSF�� ADDITIONAL LOADS OF NON -APPROVED COMPONENTS. Certlficate�F: 'tlon N_o. . 3 AF _ FRIO 3. 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. Irv'� Ofi1H8 P E - Flodds Urn 5. ALL'FIELD FRAMING CONNECTIONS.SHALL.BE #12-14 )i 3/4"SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. \ - 6 CONCRETE SHALL HAVE A FABRIC COMPLY NG WITH SINIMUM TM A 85.OR WITH SYNTHETSSIVE IC FIBER REINFORCEMENT COMPLY NG WGTH OF 2500 PSI AT 28 DAYS. THE ITH ASTM CEEL6SHALL BE MINIMUM GRADE 40: CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4XW1 .4 WELDED WIRE /��s' •, ORIDP`. •' G\?� ONAL �0`� 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 1 E,.SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF -SLAB. SEE GROUND.ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYRE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, :OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. CAROLINA CARPORTS; INC, 9• POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. GENERIC PLANS FOR USE IN, THE'STATE OF FLORIDA 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 6O� _ 01/02/18 OF THE FBC FE 2017 -BUILDING. BECHTOL-ENGINEERING ' MKB' —." NTS AND Tk6=Q, Ina ' 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. eai�uwc �� urYward�ira ,� w,,,,� � o� RR "a`"0. G18001 deraA,aun�w.�m _ enrmvraTB'SHEET I OF5` BOW FRAME RAFTER C. A CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING HORIZONTAL ROOF - ' BOW FRAME RAFTER UTILITY B`;,,..-.JING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) 171 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 S ROLL -UP DOOR WINGING DOOR (As applicable) (As'applicable) (As applicable) (As applicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICALSIDE 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 - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME .RAFTER UTILITY BLDG -VERTICAL R001= ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable ROLL UP DOOR WINGING DOOR S (As applicable) (As applicable) E CLOSED LENGTH ARIES - 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 BECHT& ENGI���.E A It IN 605WESTNEWYORKA e v •;.U• ; DELAND, FLORIDA k27 CedlficataofAuthormatl d NO• 85 Thomas Bechto� 'Q Florida License fStr 9f TAM OF •0 �+ FLORIOP•` • CAROLINA N CARP6k O\ .\ TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END NOT TO SCALE ELEVATION GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE AV BECHTOL ENG/NEERM AND TESIM4 I= ca6ui7No amrtaM� tNvuionWMu. /uw WTmws hsn"m dates dam. MOt ""°°WMM ' " e 01/02/18 NOT TO SCALE °A"'^� MKB '�'� NTS RR "OLMp 618001 . . "n�'r" TB SHEET 2 OF 5 26 GA. GALVANIZEC, 'L.ROOF PANELS FASTENED TO RAFTERS WITH it �2=.a x 3A- SDPS WITH:C:ONTROL SEAL WASHER @ AVERAGE 6.O.C..SPACIN 12 2 Q3 4 24. 16 GA U-CHANNEL BRACE FASTENED TO RAFTERWITH (2) #12-14 x 3/4" SDFs'AT . 9 EACH -END (4 PER BRACE) LU _ . 24 MAXIMUM RAFTER SPAN ON SINGLE RAFTER 4 >24' TO w- RAFTER SPAN REQUIRES A TRUSSED RAFTER . 1 . O AS SHOWN ON THIS'SHEET TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT. TO SCALE LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS. SEE --TABLET 1. - :SHEET' 3; .1 OF5 .. -28 GA. GALVANIZED METAL ROOF PANELS FASTENED. 26 GA. GALVANIZED METAL ROOF L'S FASTENED TO RAFTERS WITH #12-14 x 3/4" SDF s.WITH.CONTROL TO PURLINS WITH #12=14 z 3/4° SC fH CONTROL J SEAL WASHER @ AVERAGE 6' O.C. SPACING' SEAL WASHER @ AVERAGE 6.O;C. SPACING 2 12 1-112' 18,GAUGE FURRING 11 4 Q3 CHANNEL (PURLIN) 5 2 24' 16 GA U-CHANNEL BRACE 4 ' FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT F 24.16 GA U-CHANNEL BRACE i EACH END (4 PER BRACE) _ FASTENED TO RAFTER WITH SLD EE w - w _ (2) #12-14 x 3/4' SDFs AT _ TABLE 1 0 24'MAUM RAFTER SPAN ONSINGLE RAFTER _ XIMEACH END (4 PER BRACE) SHEET' 124'TO 39 RAFTERSPAN REQUIRES ATRUSSED RAFTER _ cD .p ... AS SHOWN ON THIS SHEET. ' ' 1 .. - Tn 4- ' 24' MAXIMUM RAF[ER.SPAN ON SINGLE RAFTER >24`TO 30' RAFTER SPAN REQUIRES ATRUSSED RAFTER 1 w 0 . AS SHOWMAN THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME. SECTION =BOX EAVE.-:HORIZONTAL ROOF TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL -INTERIOR _ NOT TO SCALE RAFTER/POST FRAME -SECTION -.VERTICAL ROOF. NOT TO SCALE 1-1/2".18 GAUGE FURRING.CHANNEI.FASTENED . LENGTH VARIES DEPENDING ON TO EACH, RAFTER WITH(2) #12-14 x 3/4' SELF -DRILLING ' NUMBER AND SPACING OF RAFTERS . FASTENER SPACED NOT MORE THAN 48' O.C. .. .. - - 5 1 SEE ' TABLE 1. SEE TABLE 1 SHEET .. 3- 4 - LENG • VARIES DEPENDING IN NUMBER -AND SPACING OF RAFTERS TYPICAL RAFTER/POST FRAMINGPLAN-- 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 NOT TO SCALE SEE TABLE 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED OPENING FOR SWINGING SHEET FULL 6'.WELD TO- EACH .RAFTER WITH (2) #12-14 x 3/4' SDF DOOR WITH NONSTRUCTURAL Z . 1 OF 5 SPACED NOT MORE THAN 48.O.C. HEADER 5 BOTH SIDES 8 9 V 6AN 5 5 6. 4 .4 26 GA. METAL ROOF K. 7472 4 PANEL 12' MAX. OPENING - 4 _ - - FOR ROLL -UP DOOR ' • 4 ' 4 .. - 5' -,. . WRH STRUCTURAL . HEADER: _ .. .. - .• _ .. - oaeuwcFOR swixcwc poat w1THWELD • 6 .. 4 - . - .. . . 10" (TYPICAL) _ - �ROMAX.OPENING FOR L UP DOOR WITH STRUME*SRRAFTER... ALL WEB CONNECTIONS; . : TS - - .. 10 4. .3 4 g ; - 5 - q NON-STRUCTURAL' a : • • - BOTH SIDES - 5 .. .. .4 _ 4 4 .4 4 -4 HEADER. .4 A A q _ - ROOF PANEL ATTACHMENT .. .. OPENING WINDOW WITH .. :-.. - _ - ' ;. NON-STRUCTURAL HEADER' TYPICAL- (ALTERNATE.FOR VERTICAL ROOF PANELS) TYPICAL SIDE;IWALL,OPENINGS FRAMING PLAN: '(Alsoapplic nlBmEndWao) - END WALL:OPENINGS.POST/RAFTER. FRAMING -PLAN:. OPTIONAL 24'-V TO 30': TRUS,SED RAFTER - BOW Nat ToScale' NOT TO SCALE NOT TO.SCALE. NOT TO SCALE \\11II1l1/// fiWBsEOLENG I• yiC Em .. LICF�OoWp�s FULL 6":WELD Ce e ofAtoaK: N J► BOTH SIDES 3, - 5' 24' 166-GA U-CHANNEL. BRACE 2 12 GA FRAMING ' FASTENED TO RAFTER WITH 4- (2) #12-14 x 314" SELF,DRILLING. 94 GA FRAMING SCREWS AT EACH END 5' (4 PER BRACE) 9 3 1 WELD ALL WEB 16 GAUGE U-CHANNEL BRACE 4 4 q q CONNECTIONS, FASTENED TO THE POST AND BOTH SIDES RAFTER WITH (2) #12-14 x 3/4- SDFS AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO.OPTIONS FRAMING PLAN.(BOTH OPTIONS SHOWN) - OPTIONAL 24'-'I" TO 30' TRUSSED RAFTER - BOX EAVE BRACE SECTION NOT TO SCALE (BOX,EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE Not To Scale INS' 1/2' x MINIMUM 5-1/1 EXPANSION ANCHOR INSTALL 1/2° x MINIMUM 51/2°EXPANSION THI _ Ai BASE RAIL WITHIN 6 OF EACH RAFTER DRILL 518" HOLE THROUGH THE 2 W'—A'CRS DRILL 5/W,, HOLE " -,-`UGH THE ANCHOR THROUGH BASE RAIL WITHIN 6' OF 2' WASHERS POST ALONG SIDES ND WITHIN 6" OF EACH END BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO EACH RAFTER POST ALONG SIDES WALL POST ALONG END WALL SECTIONS. ANCHOR EYE WITH 1/2° DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1@' DIAMETER, TS CONTINUOUS THROUGH -BOLT BASE RAIL THROUGH -BOLT ' BASE RAIL 4' MINIMUM 2" MINIMUM MIN. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND.SURFACE MINIMUM 2-1/2° EMBEDMENT - ME MINIMUM 2 1/2° EMBED NT EYE ANCHOR 5/8' ROD 48- LONG OR ^ WITH 6' HELUC 5/8' ROD 60" LONG (SEE GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR, MINIMUM 4° WITH 7° HELIX, SCHEDULE; SHEET.1'OF 5; 5/8° ROD 30" LONG SCHEDULE, SHEET'1 OF 5; WITH 4 HE AS APPLICABLE - FOR REQUIRED:ANCHOR) DBL" ° HELIX— FOR APPLICABILITY' 12' ZCONTINUOUSV CONCRETE PAVEMENT MONOLITHIC CONC, FOOTING (2500 PSI MIN:) REINFORCED WITH 2 #Ss CONTINUOUS .CONCRETE BASE RAIL ANCHORAGE SE NC TE BASE RAIL ANCu BASE RAIL DEEPANCHORAGE RAIL ANCHORAGEA Not To Scale To Scale RE (OPTIONAL -OPEN CARPORTSONLY)nO �li ,Not To Seale - &!MU e RAGE- . DRILL 5/8". HOLE THROUGH THE. ..2" WASHERS 24-:16. GA U-CHANNEL-BRACE (5TOT POST) BASE RAIL AND SECURE TO CHANNEL BRACE 8' O 14'POST) TS BOW RAFTER 6° LONG TS NIPPLE .48°16GAU, T ANCHOR EYE WITH 1/2°DIAMETER TS CONTINUOUS. BRACE'ANGLE SHALL BE MIN.•45° SECURE POST TO NIPPLE THROUGH -BOLT BASE RAIL • TO MAX. 60° FROM HORIZONTAL NO:$CREW$ WITH (4) #12-14 x 314" SDPs REQUIRED, NIPPLE TO 3/16' IN BOW BEND 5" RAFTER . . 4' 16 GA U CHANNEL BRACE (5 TO T POST). , TS. • TS RAFTERBRACE, TO OST} ' 'RAFTER POST 48" 16 GA U-CHANNEL BRA 14' P ' BRA CE ANGLE -SHALL BE MIN: ° 9-112 TO MAX. 60° FROM HORIZONTALw. - NIPPLETO , 3/16' ' MINIMUM 4':NIPPLE. '(SEE GROUND ANCHOR ; BASE RAIL . j. SCHEDULE;SHEETIOF5, FOR REQUIRED ANCHOR).c 3. 6" LONG TS SECURE POST TO NIPPLE WITH _ TS CONTINUOUS BASE RAIL (4) #12-14 x 3/4" SDPs g° 6" LONG TS NIPPLE ZCONTINUOUS4" o i CONCRETE PAVEMENT . NIPPLE.WITH. 4 #12 14 x 3/d SECURE RAFTER AND POST TS RAFTER POST TS RAFTER POST SELF -DRILLING FASTENERS TO EYE ANCHOR : . -B X EA W j PO O � ST/ . VE RAFTER/POST DETAIL BO .. FTER/POST DETAIL , Not To Scale BA CONCRETE BASE RAIL ANCHORAGE NotTo'scala " SE .RAIL CONN. DETAIL, Not To $tale 1 E Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT - . • . - - - - MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B). ' Ts POST 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO I� TS RAFTERPOSTHEADER; ORP OSTTOM OF WINDOW : WES ONEW QRK T' � C- TS TRUSSED RAFTER CHORD,, - �GENSF RAIL/GIRT WITH (4). #12 14 x 3/4" SDF's . DELAND; Fl.ORI •. 0 OR NON-STRUCTURAL HEADER- TS (2) ON TOP OR BOTTOM, (2) ON SIDE Cereflcate o1 AuNra, JYD. •• �_ . END POST OR DOOR/ _ 2"x2"x2" 16 GA ANGLE CLIP. WINDOW.FRAME POST � � • SECURE TO. POST:(EACH SIDE) 1-1/2" x 1-1/2" x 2' 16 GA CLIP NON-STRUCTURAL TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH ANGLE SECURE TO NONSTRUCTURAL HEADER . (4) #12-14 x 3/4" SDPs;.(2) ON POST AND BASE RAIL H TS NON-STRUCT Tho�B FADER Florida License No. 365¢6. LjJ TOP OR BOTTOM, (2) ON SIDE _ i F ` • TO DE WITH (4) #12.14 z•3/4" SDF's �E (2) ON P, 2 ON81 $TA NOTE::AT.ROLL-UP DOOR () i O ° P ••��,w� OPENINGS, POST SHOULD.Ej BE FLUSH WITH RAIL END. TS WINDOW RAIL (OR GIRT /j �S� • • �`\\\\\ CLIP POST TO RAIL ONLY ON FOR VERTICAL SIDING OPTION) //j/ !ON A \\\\ SIDE OPPOSITE .THE _OPENING. TS CONTINUOUS BASE RAIL CAROLINA CARPORTS 1NQ POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER; WINDOW ' NON—STRUCTURAL HEADER CONN. DETAIL �� END POST/BASE RAIL CONN. (1 RAIL, OR GIRT TO POST CONN.. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 4 Not To Scale NotTo.Scale Not To Scale. �� _ _ °� °a1e 01/02/18 J 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 OR 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF. TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4° SDFs, (2) ON POST, (2) ON RAFTER END POST/RAF.TER_CONN. DETAIL Not To Scale x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 is 3/4" SDFs, (2) ON TOP, 1-1/2' x 1=1/2" x 2" 16 GA (2) ON BOTTOM CLIP ANGLE SECURE TO. RAFTER POST AND GABLE RAIL.WITH (4) #12-14 x 3/4' SDF's (2) ON TOP, (2) ON SIDE TS GABLE RAIL TS RAFTER POST 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 ITS RAFTER POST 6" LONG TS NIPPLE. . SECURE EACH WITH ' LONG TS NIPPLE (4) #12-14 x 3/4• 1/8• SECURE WITH (4). #12A4 x 3W SELF -DRILLING FASTENERS r_1 SELF -DRILLING FASTENERS i o� 1 OUB 101 1 1 LE TS HEADER D LJ LJ TS POST 3/16° NIPPLE TO DBL. HDR. $ RAFTER POST/DBL. HEADER DETAIL 9 RAFTER POST/HEADER DETAIL'. Not To Scale 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° SDF s, TOP AND BOTTOM NIPPLE TO .3116" 6° LONG TS NIPPLE - RAFTER SECURE WITH (4) #12-14 x 3/4' SDFs TSRAFTER .12• LONG TS NIPPLE. SECURE. POST . TO NIPPLE WITH (4) #12A4 x3/4' SDF's,' ' 1--1/2" x 1'-1/2" x 2" 16 GA CLIP ANGLE SECURE, TO RAFTER ANDGABLE RAIL WITH (4) #12-14 x $/4" SDFs, ° (2) ON TOP, (2) ON BOTTOM ° 24" 16 GA U-CHANNEL BRACE (5' TO T POST) 6"LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (8'TO 14' POST) SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN: 45° TO.NIPPLE WITH (4) #12-14 x 3/4• TO MAX: 60° FROM HORIZONTAL SELF -DRILLING .FASTENERS TS RAFTER POST TS RAFTER POST SIDE EXTENSION - GABLE RAIL TO RAFTER POST RAFTER/POST'DETAIL CONNECTIONDETAIL ,' 1 B . Not To Scale t— - - TS POST TS NONSTRUCTURAL — HEADER #12-14 x 3/4" SDF �r------.— ------ I I @ I I I I SWINGING DOOR I INTERIOR (Size varies, see plan) I I I I _ I t ITS POST I I A I A SECTION Not To Scale EXTERIOR 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x3/4' SELF -DRILLING FASTENERS /_TS POST BASE RAIL 3/16' NIPPLE TO BASE RAIL RAFTER POST/BASE . BASE RAIL CONNECTION DETAIL 1 � Not To Scale TS RAFTER POST 2"x4".16 GA.PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER' CONNECTION WITH (4) #12-14 x 3/4° SDFs; (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.x3/4" SDFs, (2) ON RAFTER, (2) ON POST �L/LEAN-TO�PAffTER CONIC- DETAIL . 13