Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
METAL CARPORT INSTALLATION PLANS
FBC APPROVED PRODUCTS JST PRODUCT CATEGORY I SUBCATEGORY I MANUFACTURER STRUCTURAL COMPONENTS I ROOF DECK 26 Gauge AG Panel STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel APPR MAXIMUM No. 8� DATE LOWABLE— WIND SPEED __FL65_96A-R5 180 FL6702.1-R5 1.80 10/16/17 STRUCTURAL COMPONENTS FLOOD VEN-� FLOOD-FG4PS :LL FL17381.1-R2 NA " 8x16 Flood Flap /0�17-- EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL179b&a 139 Series 402-14 09/07/15 t EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 , . 17o Series 407 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC.. FL8888.1-R5 180 Mode1203 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 1212G TABLE 9 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS.OR:GIRTS MAXIMUM ( INCHES ) WIND ULTIMATE NOMINAL POST I RAFTER .. INTERIOR END.. RISK EXPOSURE WIND SPEED WIND SPEED. SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS ST. LUCIE COUNTY BUILDING DIVISION REVGEWED_,-� REVIEWED BY DATE-2-'I'V6 PLANS AND PERMIT MUST-BE-KEP-T--ON_JOB OR_ NO INSPECTION WILL ESE MADE AAE 9URJECT TO ANY CORRECTIONS AEOIJIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL A+PPLICAE W 000E0e SCANNED St - Lucie COD* 110 TO 150.. 89 TO.116 5.0 6 6 C_—- -w u-- _ - - -- -- _ _ _T 6 1 51 TO 8011 % TO 139` NOTES: 1: Specifications applicable to 26 gauge.metal roof and wall panels fastened directly to 12 or 14 gauge steel tube. framing, or 18 gauge hat DET 1 D O ET DETAILSIC AND SHOWN,ON SHE 4 OF 5. channel roof pudins. 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 siopes may vary. GENERAL NOTES: 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. 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 OWNER'S 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. 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. 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 ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH 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 1 E, 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-TITS 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 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" is 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 2-1/0 x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS GROUND..ANCHOR SCHEDULE :ULTIMATE WIND SPEED (mph)- 1.10;.120.130:140, 150-1,60 170. 180 w v = 0 Z; 0 m 12' 14 �16. 18 20. 22 24..., 26 28 $0. 30"'Anchor a, lb 48" Detail Anchor 1 C _ . '60".Anchor DetaillC FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: - CAROLINA CARPORTS, INC. P.O. BOX.1263 DOBSON, NORTH CAROLINAx21701_ I , BECH.TOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 CONCEALED FASTENEP3 OR ATACNMENTS ARE THE RESPONSIEILP OF THE CONTRACTOR OF RECORD. THIS IS, TO CERTIFY THAT THE CALCULATIONS AND. SPECIFICATIONS HEREIN HAVEBEEN 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. BECHTOL ENGIN EW&IAAb1YES/TING; INC. W5 WEST NEW YO 1 I D DELAND, FLORID � I'�`. , R ceAlBcete of •s •. �y •o — Florlde Liceace — OT•' ST,gre OP ••�� s. �ZORIDA /'•��C/�� /1 'A/fin �- ram• •,t!\ \\ CAROLINA CARIyC?;���VC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/(J2/18 AVBECHTOL• ENGINEERING 20y" -MKB _ M NTs AND tEUMA hm 00�- RR G18001 w� rkQ. GMMM _4L 0WftkWXW. Arm Wioaus_7WM EA )=S ._ °:�° 1e000�� A1OOi1a TB .,SHEET 1 OF 5 4 FRAME RAFTER 6r=,N CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION, NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL SIDE ELEVATION ---IYPICRL Ef NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL .ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) '(As applicable)-� TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY BL._JING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO 5 NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR .. .. - IA. �nnliroMnl - /Ac onnGroMn\ 6• TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL -SIDE -ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE R H B '% D TESTING; IN, 10. 38 38 i ATE OF r � �..V- CAROLINA CARPOI ft',' INC: GENERIC PLANS FOR USE IN THE .STATE 'OF FLORIDA OW2118 BECHTOL ENG/NEER/NG MKI3 NTS _ AND TESTING., Lw- caNsniWo omrngru, MVRONWWAL. AND IIMMALe 7MM [ MOM RR "�`"� .G18601 o.rraamo�rnmomio TB SHEET 2 OF 5 BECHTOL E 46* 605 WEST NEW YORK)WEN DELAND, FLORIDA 22720 CeigBeate.oTAu 0, s Thomas Be I, P.E Florida Lice .�L� 26 GA. GALVANIZE[, 1L ROOF PANELS FASTENED T94bAFT£RSaMTH A i_ia� ' x 3/4" SDFS WITH CONTROL SEAL WASHER @ AVERAGE 6. O.C. SPACINGS FASTENED TO RAFTER WITH — - - (2) #12-14 x 3/4' SDPs AT S' EACH END (4 PER BRACE) w x c� 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER 'a >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER O OWN-0NSHIS_SLiEET 4 TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LCIVU I M VAKICA UCF'GVUIIVU UN 1MBER AND SPACING OF RAFTEF SEE . TABLE 1' SHEET oil TYPICAL RAFTER/POST FRAMING PLAN -- BOW FRAME NOT TO SCALE ..5 6 t OPEMNGL-UP DOORRUCTURALDER "'ICAL). TYPICAL SIDE WALL OPENINGS FR NOT TO SCALE -26 GA. GALVANIZED METAL ROOF PANELS FASTENED \TO RAFTERS WITH #12-14 x 3/4' SDPS WITH CONTROL SEAL WASHER @ AVERAGE 6" O.C. SPACING � 24" 16.GA U-CHANNEL BRACE , \ FASTENED TO RAFTER WITH (2) #12=14x'3/4'-SDPs AT— EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SP.AIN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A'TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST. FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON TYPICAL RAFTER/POST FRAMING -PLAN - BOX EAVE NOT TO SCALE OPENING FOR SWINGING DOOR WfTH NON-STRUCTURAL HEADER Ij�I �IjI .4 II' 4. �II SEE TABLE 1 SHEET T. 1.0175 S 4 44 . . 6. 4• . .4 • 4 opEuurcFGR . . SWP1GBiGGOC(i I 12'MAX. OPENING,FOR5 ROLL,UP DOOP WITH . xenGei 4. NONSTRUCTURAL- HEADER 4 —26 GA. GALVANIZED METAL ROOF CS FASTENED TO PURLINS WITH #12-14 x 3/4" SD L __ _iH CONTROL SEAL WASHER @ AVERAGE 6" O.C. SPACING 1-1/2' 18 GAUGE FURRING CHANNEL (PURLIN) ` 24' 16 GA U-CHANNEL BRACE _ _ FASTENED TO RAFTER WITH (2) #12=14 X3/4"-SDPs AT —.—__ _ EACH END (4 PER BRACE) (0 W J 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER .'�.. >24'TO30'RAF:TER'SPANREQUIRESA•TRUSSEDRAFfER O AS SHOWN ON THIS SHEET F 4 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. - SEE TABLE 1 SHEET 1 OF 5 TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE 6- J SEE TABLE 1 SHEET TYPICAL BOW RAFTER GABLE END FRAMING PLAN TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE FULL 6" WELD 3 `"` ^^` 'r ^ 1<7 rr < •nCarvaw " SPACED NOT MORE THAN 48 O.CC = BOTH SIDES.. = f _ _ J WELD ALL WEB CONNECTIONS, Q BOTH SIDES R®©F PAINEL ATTACHMENT' �� (ALTERNATE FOR VF ,IM '�(/F'-�!. OPTIONAL 24'-1 TO 30 TRUSSED RAFTER -BOW . `� Ng76 Scale �.=.,`��� q QS NOT TO SCALE'(\� . •LICE BECHTOL EN RING STIN�; iF1 DELAND, FLORID 0: LIE �661? _ FULL 6° WELD 2° Ce[f0Ioat ' AIBI _— BOTH SIDES 6 2-1W.FOR Thomas P:E i ORj�A •.. •Q- `24 16 GA U-CHANNEL BRACE 2 12 GA FRAMING �6� uee O • ' • • • .. �j �\ FASTENED TO RAFTER WITH 4- 2-1/2' FOR (2) #12-14 x 3/4' SELF -DRILLING 14 GA FRAMING EN %, \\\� SCREWS AT EACH END 5' (4PER BRACE) CAROLINA CARPORTS INC. 3 3 1 1 WELD ALL WEB 16 GAUGE U-CHANNEL BRACE 7 4 4 4 4 CONNECTIONS, FASTENED TO THE POST AND BOTHSIDESV RAFTER WITH(2)#12-14'x3/4'SDF'S GENERIC PLANS FOR USE 1N THE STATE OF FLORIDA AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION 01/62/18 BECHTOL ENGINEERING Mom' : NTS TYPICAL LEAN-TO OPTIONS FRAMING PLAN.(BOTH OPTIONS SHOWN) OPTIONAL 24'-l' TO 30' TRUSSED RAFTER -.'BOX EAVE BRACE SECTION MDnW=4N& MVNOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE� TO BOW FRAME RAFTER) NOT TO SCALE Not To Scale cOMORO y y aygyp yppyLq �plp Oman RR "9Ld G18001• ' TB SHEET 3 OF PLAN SING FOR NSTRUCT . AND TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE' INi, 1/2' x MINIMUM 5-1/Y EXPANSION ANCHOR INSTALL 1/2° x MINIMUM 51/2° EXPANSION THk'rJ-06-"ASS-RAI THIN 6- OF EACH RAFTER �: ANCHOR THROUGH BASE RAIL WITHIN 6' OF POST ALONG SIDES AND WITHIN 6' H END EACH RAFTER POST ALONG SIDES WALL POSALONG END WALL SECTIONS . ����'• F � ,� III � A �MI' EMBEDMENT I MINIMI UM 4' CONTINUOUS 4" CONCRETE PAVEMENT CONCRE�TEBASERAILz-ANCHORAGE �B - CONCRETE BASE RAIL ANCHORAGE Ill�a.lN A ���` — Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) rr -' Not To Scale _ DRILL 5/8' HOLE THROUGH THE 2' WASHERS 24" 16 OA U-CHANNEL BRACE (V 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' TS RAFTER (SEE GROUND ANCHOR MINIMUM 4' SCHEDULE-, SHEET OF 5, FOR REQUIRED ANCHOR) 6°.LONG TS NIPPLE . SECURE POST TO NIPPLE WITH (4) #12-14 x 314" SDFs CONTINUOUS 4• CONCRETE PAVEMENT.. TS RAFTER POST EYE ANCHOR BOX EAVE.RAFTER/POST DETAIL - CONCRETE BASER RAIL ANCHORAGE ' "' Not To Scale . . 1 E,J Not To Scale (OPEN CARPORTS ERE SLAB EDGE DISTANCE DOES NOT �/. MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS RAFTER POST TS TRUSSED RAFTER CHORD,. OR NONSTRUCTURAL HEADER. TS END POST OR DOOR/ WINDOW FRAME POST 2'x2'x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) 1-1/2' x 1-1/2" x 2" 16 GA CLIP TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH ANGLE SECURE TO NON-STRUCTURAL HEADER (4) #12=14 x 3/4' SDF's, (2) ON POST AND BASE RAIL TOP OR BOTTOM, (2) ON SIDE WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON SIDE NOTE: AT. ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDESOPPOSITE THE OPENING. \/Ts CONTINUOUS BASE RAIL POST TO RAIL, TRUSS CHORD, OR END POST/BASE RAIL CONN. NON-STRUCTURAL HEADER CONN. DETAIL 5 Not To Scale 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\ EYE ANCHOR- 5/8" ROD 46" LONG WITH 6" HELIX OR 5/8' ROD 60" LONG WITH 7" HELIX, AS APPLICABLE 2' Wn6n, rRS TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 5, FOR REQUIRED ANCHOR) 1C BASE RAIL DEEP ANCHORAGE Not To Scale NO SCREWS REQUIRED . IN BOW BEND — BOW RAFTER DRILL 5/8' HOLE T : ; GH THE 2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL _1OP_OF ASPHALT PAVEMENT OR STABLE GROU FACE EYE ANCHOR (SEE GROUND ANCHOR 5/8' ROD 30' LONG SCHEDULE, SHEET 1 OF 5, WITH DBL 4• HELIX FOR APPLICABILITY) BASE RAIL ANCHORAGE 1 D Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4° SDF's 24' 16 GA U-CHANNEL BRACE (6' TOT POST) 48' 16 GA'U-CHANNEL BRACE (V TO 14' POST) TS RAFTER POST BRACE ANGLE SHALL 'BE MIN.45' TO MAX. 60' FROM HORIZONTAL NIPPLE TO \\ 3/16"^ BASE I 3" g+ 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 26 Not To Scale' POST CONTINUOUS BASE RAIL �� POST/BASE RAIL CONN. DETAIL J Not To Scale - •'y� s NONST_RUCTURAL '`Thomas Beehin ' /y HEADER Florida License Now STiQTE •� � RID op '• '� .,� XONi... . NGN \\� TS WINDOW RAIL (OR GIRT // / I I l i I F-1 FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. 6 'RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Not To Scale: '� 01/02/18 BECHTOLENGINEERIING o MIB' NTS . AND 1155MG, hm GU601 coNsnlWo nmm000cu. o oMlNiu: AIM 14MUSUS TEMO eWSM _ TB SHEET 4.OF 5 2" x 2" x 2' 16 GA ANGLE CLIP SECURE TO POST ANDTOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3/4' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE 1111IIII,,If �N`N1&6S R -06 BECHTOL EI�ii 665 WEST NEW YpR` DELAND, FLO 3277d Ceruncata oTArMta•�VM No. •2°x2'x2' 16 GA ANGLE CLIP -SECURESO-P-OSTAND RAFTER WITH (4) #12-14 x 314" SOPS, (2) ON BOTTOM, (2) ON SIDE OR, 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF POSTOAFTER CONNECTION Wff ff4}#12=14—/42--SDPs= (2) ON POST, (2) ON RAFTER POST/RAFTER CONN. DETAIL � Not To Scale �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, 1-1/21 x 1-.1/2" x 2". 16 GA\SDFPIs ON BOTTOM CLIP ANGLE SECURE TO RAFTER POST AND GAB RAIL WITH (4),#12-14 x 3/ (2) ON TOP, (2) ON SIDE TS GABLE RAIL TS RAFTER POST GABLE. RAIL TO RAFTER POST' CONNECTION DETAIL I h Not To Scale NIPPLETO\ 3/16° DBL. HDR. /� 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 z 3/4" ��' 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) 012-14 x 3/4" SDF: TOP AND BOTTOM 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" SDFs, (2) ON TOP, (2) ON BOTTOM TS RAFTER POST LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4° SELF -DRILLING FASTENERS — — — — — -- — ILE TS HEADER NIPPLE TO RAFTER POSTMEADER DETAIL Scale NIPPLE TO.\ 3/ RAFTER /— RAFTER 12' LONG TS NIPPLE.' SECURE POST TO NIPPLE WITH (4) #12-14,x 3/4' SDF's, �- 6" LONG TS NIP.PLE SECURE WITH (4) #12-14 x 3/4" SDFs 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 31,V TO.MAX..60-° FROM HORIZONTAL, SELF -DRILLING FASTENERS TS RAFTER POST TS RAFTER POST SIDE. EXTENSION GABLE RAIL TO RAFTER:POST RAFTER/POST DETAIL S_�.CONNECTION DETAIL 12 Not TO Scale Not To Scale --r t TS POST #12-14 x 3W SDF, TS NONSTRUCTURAL @ 12" O.C. HEADER ----------------.I.I .. rT--------------- I. 3k I I I I I I II I II I I I SWINGING DOOR I I I (Size varies, see plan) I II I 0 ROLL -UP DOOR GUIDE TO POST ; j __--TS POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with I I A SECTION I I baked on epoxy primer & polyester top coat I I I A Not To Scale II I ii II #12-14 x 3/4" SDF @ 12° O.C. EXTERIOR 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS - /--TS POST /—TS BASE RAIL BASE RAIL RAFTER POST/BASE &!Me RAIL CONNECTION .DETAIL 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' SDPs; (2) ON POST, (2) ON RAFTER yTS LEAN-TO RAFTER �2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH.(4) #12=14 is 3/4- SDF's, (2) ON RAFTER, (2) ON POST SS(nL/ LEAN-TO RAFTER CONN.DETAIL 111111 ' StCHTOL Euir 665 WEST NEVIjX6 QUE: INC. G; DELAND,FLORRjjbb 0•' •• C i� CerifficateOf No. `SF ,•�O . 85 Thdmae I, 122i Florida I.J. o. X .. .. . ,0 •. STATE OF70 AL •` �(/ G CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/02/18 MVBECHTOLENG/NEERWIS _mKB NTS AND MOUNG, him aimniWa ccarrauurw orvusa�tmtiu AND Wirnws:resnNa Daas RR 'sm"n G16601 g: GWMC mpp°'� ' "TB SHEET 5 OF 5 .