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Home My WebLink AboutCARPORT PLANSi FBC APPROVED PRODUCTS r PRODUCT CATEGORY I SUB CATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT EXTERIOR DOORS I SWINGING EXTERIOR DOORS I SWINGING EXTERIOR DOORS .I ROLL -UP EXTERIOR DOORS I ROLL -UP WINDOWS ( SINGLEHUNG CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC 8x16 Flood Flap ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (1T Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) MI WINDOWS AND DOORS Model 185 SH MAXIMUM ALLOWABLE WIND SPEED QA APPROVAL EXPIRATION PARTIALLY No.& DATE DATE OPEN ENCLOSED ENCLOSED FL6596.1-R5 04105/27 180 180 180 10/10/17 FL6702.1-R5 03/14/27 180 180 180 10/10117 FL17387.1-R2 09/27/19 WA - N/A NIA 10/03/17 FL17996.3-R1 09/14120 N/A 156 138 01129/18 FL17996.5-R1 09/14/20 N/A 165 147 01129/18 FL8888.1-R5 12/31/19 WA 180 174 10/06/17 FL16806.1-R2 11/11/20 WA 158 138 01/10/18 FL17499.1-R4 10/17/23 WA 175 157 - 12129/17 NOTES: .. .. .. - .. .. . . I. DOORS AND WIN0OWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANOIOR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. - B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMENTS. 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS; HEADERS AND WINDOW RAILS MAYBE RAISEO,OR LOWERED AS NECESSARY TO ACCOMODATE SUas'nn UTED PRODUCT: GENERAL NOTES: 1, THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING . . REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. - 2. THESE STRUCTURES: ARE DESIGNED'AS NON -HABITABLE UTILITY/STORAGE.BUILDINGS (RISK CA 7EGORY )) CAPABLE OF SDPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND'LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN,INCLUDINGDOORS,WINDOWS. OR OTHER COMPONENTS" NOT LISTED IN THE FBC APPROVED "- PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CARDLINA CARPORTS, INC.; W' HICH DCERT.ADDITIONAL LOADS ONTHE: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 OFADDITjoNAL-LOADS. - - 3. ALL STEEL TUBING SHALL BE 50XSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION_ INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLCRIDA BUILDING CODE (FBC) AT,THE LOCATION OF THE BUILDING.WITHIN TH,E STATE OF FLORIDA.- 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 O .5.00 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BEN INIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-WI. .4XW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116: 7. BASE RAIL GROUND ANCHOR REQUIREMENTS:.O.NE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES.OFOPENINGS WHEREBASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR. CONCRETE FOOTING ANDIOR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON.REDHEAD LOT 1/2' x 5' OR EQUIVALENT OR WEJ-IT ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POSWRAFTI=R BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. - 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017)- RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION.(2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/2' x 2-1/2' TUBESTEEL.(TS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH T x 2' TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS. MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF CAROLINA CAA i '; WC. ENCLOSED AREA,WITH BASE OF 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 EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5OF 6. GENERIC PLANS FOR USE'IN THE STATE OF FLORIDA FILECOPY � °C 2112119 BECHTOL ENGINEERING; _ RR NTS. .woTearauaaw: m:nso�ra rii.ue.,rza..>Emoom� '� TB a G79001 - '^�'@T9 SHEETI OF TABLE I RAFTER I;,. _ -'IE, END POST, GROUND ANCHOR AND PANE;`,,,> STENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURUNS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER - (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) I (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTER1 14 -16 = 18• 20. L9 -22' J . 24 Cc?.26 28 G C ar V"OUW -BY;-iu I to-,,;}' �_ ._ .7:U� -_-'� - 151 TO 180 I 1.117T(51139 4.0�J. 6 6 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 channsl. 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 slopes may.6ary, . . GROUND ANCHOR SCHEDULE,. ULTIMATE WIND SPEED (Blph)::., . - METAL'CARPORT INSTALLATION PLANS 110 120 130..'140 `150, : 160, '170, 180 AND DETAILS AND -FRAMING AND FASTENER SPECIFICATIONS ..FOR CONSTRUCTION IN THE STATE OF FLORIDA - - - , - 7AnhCor Fi. PREPARED FOR., _ CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY., BECHTOL ENGINEERING AND TESTING, INC. _ - gp•Ancha 605 WEST. NEW YORK AVENUE ' Detail lC DELAND FLORIDA 32720 Certificate of Authorization No. 00005492 LS 1C'AND 1D SHOWN ON SHEET 4'0F 6 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1g0q7-o t Sat 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 BECNTOL ENGIN _ STis ,4y�i FLORIDA DE AND, R of 0.3 , SCANNED 3g - S =_ St Wcieuniy Plodaeftoi�se as STA BOW FRAME RAFTER' EN CARPORT - HORIZONTAL ROD' TYPICAL SIDE ELEVATION NOT TO SCALE ' TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL END. ELEVATION. NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT -'VERTICAL ROOF TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF ROLL-UPDOOR SWINGINGDOOR (As aPDlicable)-I (As appr--de), TYPICAL END ELEVATION NOTTOSCALE TYPICAL -SIDE ELEVATION - TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE BOX EAVE RAFTER ENCLOSED TYPICALBOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE (As = VERTICAL ROOF TYPICAL END ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY Bl,,;:)ING - HORIZONTAL ROOF ROLL-UPDOOR SWINGINGDOOR (As avvnwbie), (As aPPlimble), BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION. NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE - NOT TO SCALE VIEWED FOR CODE COMPI ST. LUCIE C( —C TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE BECHTOL 6DS WEST NE I CAROLINA GENERIC PLANS FOR USE IN THE �S1�idt� BECNTOL ENGINEERING AND 7HTOLNe. muieoor�-rwonm�ur¢uoiuieuuenn�oeom. us.uma.e®m FLORIDA 26GAGALVAND7-- ..+rALR00FPANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 -24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFS AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST. FRAME SECTION - BOW FRAME NOT TO SCALE TYPICAL SIDE IIZED.METAL ROOF PANELS RAFTERS PER MANUFACTURER'S INSTRUCTIONS 12 24'. 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 x 3/4' SDF`s AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE TYPICAL RP NOT TO SCALE SEE U1LE 1 OPENING FOR SWINGING HEET DOOR WITH NONSTRUCTURAL OFB rHEADER LD s OPTIONAL 24'_-l" TO 30' TRUSSED RAFTER - BOW NOTTOSCALE - LENGTH VARIES DEPENDING ON JMBER AND SPACING OF RAFTERS H a TER/POST.FRAMING PLAN -BOX EAVE SEE TABLE 1 6-- 26 GA. GALVANIZED METAL ROOF I; .6 FASTENED TO PURLINS PER MANU,R� i URERS INSTALLATION INSTRUCTIONS 1.1/2' 18 GAUGE FURRING CHANNEL (PURLIN) 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) �1-1/2118 GAUGE FURRING CHANNEL FASTENED TO.EACH RAFTER WITH (2) 012-14 x 3/4'SELF DRILLINGFASTENERSPACED.NOT• MORE THAN 48' O.C. - 3. 4 . SEE .TABLE 1 SHEET 1OF6 _ - LENG WVIES DEPENDING ON NUMBER -: AND SPACING OF RAFTERS TYPICAL _ POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOTTOSCALE TYPICAL - END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE OPTIONAL 24'-V TO 30,' TRUSSED RAFTER - BOX EAVE NOT TO SCALE _S .TYPICAL.BOW RAFTER GABLE END FRAMING PLAN. NOT TO SCALE - - - - - - TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOTTOSCALE REVIEW 'mq FOR. CODE COMPLIANCE ST. LUCIE COUNTY B00C 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2)#12-14 x 3/4' SELF-DRIWN_ G SCREWS AT EACH END (4 PER BRACE)' v ROOF ExTENSION OPTION -- MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN BOTH OPTIONS -SHOWN) . , , , , , 24' 16 GA U-CHANNEL BRACE (S TO T. POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 36' 1 I MINIMUM 1.1W x MINIMUM S' TAPCON REDHEAD LOT di OR 11T x MINIMUM 5-12' EXPANSION ANCHOR TKKVUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END ,WALL POST ALONG END WALL SECTIONS 2.112' EMBEDMENT A� CONC. FOOTING (25D0 PSI MIN.) WITH 2 #SS CONTINUOUS �x1 CONCRETE BASE RAIL ANCHORAGE Not To Seale. DRILL 5/W HOLE THP BASE RAIL AND E ANCHOR EYE WITH 12' RAIL (SEEGRQUND'ANCHOR MINIMUM 4' SCHEDULE: SHEET I OF 6, -' FORREQUIRED ANCHOR) L CONTINUOUS 4' . CONCRETE PAVEMENT. EYE ANCHOR �� CONCRETE BASE RAIL ANCHORAGE NM 7o Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT .. MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IB) TS TRUSSED RAFTER CHORD, / OR NONSTRUCTURAL HEADER J TS END POST OR DDOW WINDOW FRAME POST 2'x2-x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) TS BASE/WINDOW RAIL OR AND RAFTER CHORDIRAIL WITH NONSTRUCTURAL HEADER (4)#12-14 x 3f4'SDPs,(2) ON (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE NOTE: ATROLL-UPDOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LOT - ANCHOROR1/2'x MINIMUM 6-12' EXPANSION ANCHOR DRILL 518' HOLE THROUGH THE TW_, 'S DRILL5/8' HOLE T;�,. .,tiiH THE TWASHERS THROUGH BASE RAIL WITHIN B'OF EACH BASE RAIL AND SECURE TO - BASE RAIL AND SECURE TO RAFTER POSTSALONG SIDES AND EVERY ENO ANCHOR EVE WITH 12'DUlMETER TS CONTINUOUS ANCHOR EYE WITH12'DIAMETER TS CONTINUOUS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL MIN. 8' TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE MINIMUM 2-12' EMBEDMENT _ EYE ANCHOR 618' ROD 48' LONG -^ WTTHWHELIX - .. OR SW ROD 60' LONG (SEE GROUND ANCHOR EYEANCHOR (SEEGROUND ANCHOR MINIMUM 4' WITH THELU(, SCHEDULE: SHEET1 OF 6, 518'ROD3D'LONG SCHEDULE, SHEET I OF 6, AS APPLICABLE FOR APPLICABILITY) ., WITH DBL 4'HELIX .. FOR AP,PLICABILITV) _ CONTINUOUS 4' CONCFIETE PAVEMENT ' �DLONCRETE BASE RAIL ANCHORAGE BASE -RAIL DEEP ANCHORAGE BASE RAIL �CH, IAEle(OPTIONAL=OPEN CARPORTS ONLI) IvI L 24' 16 GA U-CHANNEL BRACE (6TO T POST) TS BOW RAFTER e' LONG TS NIPPLE 46'.16 GA U_ -CHANNEL BRACE IS TO IN POST) _ _ .. SECURE POST TO NIPPLE BRACE ANGLE SHALL BE MIN.4S ' ' WITH 4 POST O NIPPLE TO. MAX. 60' FROM HORIZONTAL.l NOSCREWS �� - ( ) 6'.LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3W SDPs RAFTERPOST BOX EAVE RAFTER/POST DETAIL GM Not TO Swla - - - TS RAFTER 1-12' x IAIT x T 16 GA CUP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3W SDF's, (2) ON TOP, (2) ON SIDE _24' 16 GA U-CHANNEL BRACE (E TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO IN POST) BRACE ANGLE SHALL BE MIN. 45' - TO MAX. 60' FROM HORIZONTAL NIPPLETO BASE RAIL r1,/,/ 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4' AFTER POST SELF -DRILLING FASTENERS BOW-RAFTER/POST DETAIL GD 'Not TO Scale - - POST -2'x 2'x 2' 16 GA ANGLE CLIP - SECURE TOPOSTAND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) #12-14k3/4'SDPS (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER TS WINDOW RAILOR GIRT FOR VERTICAL SIDING OPTION �TSCONTINUOUSBASERAIL 'NON-STRUCTURAL HEADER,. WINDOW POST TO RAIL, TRUSS CHORD, OR END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAIL NON-STRUCTURAL HEADER CONN. DETAIL 5 Nat To SOale " NDt TD SDal6 Not To Seale RAFTER POST CONTINUOUS SASE RAIL POST/BASE RAIL CONN: DETAIL s MWED FOR CODE COMPLIANCE ST. LUCIE COU IH I8F�''% BOCC �C�P \,\GENSF . BECHTOLENGINE�Mi� iND71xxm9of 606WESTNEWYORKAUEDELAND. PLORIDA 32110-,CGrUrIC1110 'of Lu ilnmma PE i T �.. FOR\�.••' \� AND `2'x4' 16 GA PLATE SECURE TO.EACH SIDE OF, TS END POST POSTIRAFTER CONNECTION WITH (4) #12-14 x W SDFs, (2) ON POST, (2) ON RAFTER �-- END POST/RAFTER CONN. DETAIL 1 Not To Scale - x216 GACUP ANGLE SECURE TO RAFTER' AND GABLE RAIL WITH (4) #12-14 x 3/4' SDF's, (2) ON TOP, 1-11Z x 1-10 x 2' 16 GA (2) ON BOTTOM CLIP ANGLE SECURE TO., RAFTER POST AND GABLE RAIL WITH(4) #1244 x iW%DF's (2) ON TOP, (2) ON SIDE TS GABLE RAIL TS RAFTER POST . GABLE, RAIL TO RAFTER POST �1 CONNECTION DETAIL ' �" Naroswe u� ►- 2-1/4'.FOR . 12 GA FRAMING 2-1/2 FOR .14 OA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4' SOFS AT EACH END (4 PER BRACE) — BRACE SECTION Not TOScala NIPPLETC DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4) 012-14 x 314' SELF -DRILLING FASTENERS 2 GA TS POST %1 RAFTER POST/DBL., HEADER DETAIL Not To Sole I RAFTER 12' LONG TS SECURE POST TO _ WITH(4)#12-14x 31, 1-1/2' x 1-10 x 216 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2)ON BOTTOM 6' LONG TS NIPPLE 46' 16 GA _ SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH 314' - SELF -DRILLING FASTENERS ,. TS RAFTER POST, GABLE RAIL TO.. RAFTER -POST .CONNECTION -DETAIL ; . .110 Not TO Scale - - 1-1/2' 18 GAUGEFURRING CHANNEL FASTENED TO EACH.RAFTER WITH (2) #12-14 x 314• SDF SPACED NOT MORE THAN 4S' O.C. r26 GA METAL ROOF LTS RAFTER ,RQQD EU PANE0 1 gi i i; 0MK4ENTi�* (ALTERNATE FOR�VERTICA_L!IROOF,PANSM) _ Not To Sole _ � - RAFTER POST 8' LONG TS NIPPLE SECURE WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS GA DOUBLE TS HEADER RAFTER POST/HEADER DETAIL Not To Sole - - 'PPLE TO 3/16 f 4FTER TS NIPPLE WITH (4) #12-14 x 3W SDFs r, 4_V:LL UW,NFL BRACE (6 TO T POST) ' NNEL BRACE (S TO 14' POST) . ICE ANGLE SHALL BE MIN:45• " ,MAX. 60• FROM HORIZONTAL- ;TS gAFTERPC SIDE. EXTENSION' RAFTER/POST DETAIL 1c Not To Scale TS LEG TS TS BASE SEE GENERAL NOTE No: 12, SHEET 1 OF 6. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 314' SELF -DRILLING FASTENERS - �12 GA TS POST 3H6' NIPPLETO BASE RAIL . RAFTER POST/BASE .,.RAFTER BASERAILCONNECTION'DETAIL 1t' NW 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 314' SDFS, .(2) ON POST, (2)ONRAFTER L2'x2'x2' 16 GA ANGLE CUP SECURE TO POST ANO . RAFTER WITH AND, x 3/4' SDFs, (2) ON RAFTER, (2) ON POST ,1 POST./ LEAN;O FI�FTER CONN. DETAIL 1J NoI TO Scale �, v �' - CODE CONta�+d ST. LUCIE ( AN4T`tP . B44tillll�/;,, R. H ranee , RKA %,.•�"CC` .• 0 i 32r2o� No 8538 c �': COS,'•. OCORI .••`G�\ s ,t e ,: 'a""•: +� i� { �N.. yb ri i' VERTICAL SIDE OPTION GIRT (1ypIar BOX EAVE FRAME RA TYPICAL SIDE.ELEVATION NOT TO SCALE SEE • D BLDG - VERTICAL SIDES DLL Up DOOR SWINGING DOOR (AseGPlicaNe), ' (Aaapplicable),• . GIRTS (TYPicaQ 1.1/2.18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314' SELF -DRILLING 6' FASTENER SPACED NOT MORE THAN 48' O.C. OPENING FOR SWINGING DOOR WITH NONSTRUCTURArL HEADER g,. 4 SEE " TABLE 1 SHEET . 1OF 8. 9 fi. 0 • o aM a fifi 12 MAX OPENING FOR ROLL-UPDOORWT(H STRUCTURAL HEADER 4. 4. 4 4 ' 4 a 4 s.. • OPENING FOR WINDOWWfIH NON-STRUCTURAL HEADER LENGTH VARIES DEPENDNG ON NUMBER --ANDmDDWRAIL AND SPACING OF RAFTERS NO•o ev�o.bf. m EM We ). TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE - BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES_ .. - ROLL•UP. DOORSWINGING DOOR (As applicable),- w(As applicable) TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOT TO SCALE. - REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC H..F� P.• CENS D TEST • m INC. •.� No.38538 S/ ONA0 1��`�*\