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Home My WebLink AboutConstruction Plans4 IPRODUCT FBC APPROVED PRODUCTS. LIST SUB CATEGORY STRUCTURAL COMPONENTS I STRUCTU .WALL I STRUCTURAL COMPONENTS I FLOOD VENT I EXTERIOR DOORS EXTERIOR DOORS ` EXTERIOR DOORS EXTERIOR DOORS WINDOWS EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS 4 SWINGING SWINGING ROLL -UP ROLL -UP SINGLE HUNG ROLL -UP ROLL -UP ROLL -UP MANUFACTURER CARO-GINA:CARPORTS„INC. 6,Gauge�G'Pane CRAWL SPACE DOOR SYSTEMS, INC. 16x8 Flood Vent ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) MI WINDOWS AND DOORS Model 185 SH CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door- 8' Wide CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door - 10'Wide CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -16' Wide MAXIMUM ALLOWABLE WIND SPEED QA APPROVAL EXPIRATION JENCLOSED PARTIALLY No.& DATE DATE OPEN ENCLOSED 6 9-�':R5 04105/27 180 180 180 10/17 FL6702€1=R5' 0311027 180 180 180 0%10117 FL29622.1 09/01/20 N/A N/A N/A 05115/19 FL17996.3-R1 09/14/20 N/A 139 138 01/29/18 FL17996.5-R1 09/14/20 NIA 165 147 01/29118 FL8888.1-R5 12131/20 N/A 180 174 10/07/17 FL16806.1-R4 .11111/20 N/A 158 138 06/18/19 FL17499.1-R5 10/17/23 NIA 175 157 03/27/19 FL16806.2-R4 11/11/20 a N/A 180 180 06/18/19 FL16806.4-R4 11/11/20 N/A 1110 172 06/18/19 FL16806.3-R4 11111120 WA 155 133 06/18/19 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS. PROVIDED THE FOLLOWING CONDITIONS ARE MET: A PRODUCT SHALL HAVE A VALID FBC PR0 UGT 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 MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE m ivcnn iron vvnnunr TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST/RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 11DT0150 89TO116 5:0 6 6 I C 151 TO 180 1 117 TO 139 4.0 6 6 VOTES: 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 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 slopes may vary. GROUND ANCHOR SCHEDULE 14 16 18 20 22 24 26 28 AILS 1C AND 1 DSHOWN ON SHEE FILE CO 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, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2, THESE STRUCTURES ARE DESIGNEDAS NON -HABITABLE UTILITY/STORAGEBUILDINGS (RISK CATEGORY 1) CAPABLEOF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND.WIND.LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC.; WHICH EXERT ADDITIONAL LOADS ON THE 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 OF ADDITIONAL LOADS. 3, ALL STEEL TUBING SHALL BE 50 KSI 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 FLORIDA. BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE 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 OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-Wt 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. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2' x 5' OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILSSHALL 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' TUBE STEEL (TS) WITH 2-1/4' x 2-1/4' TS NIPPLES. _ 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH 2' 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 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 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. Ih) _ METAL CARPORT INSTALLATION PLANS 170 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS 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. 60'Ancha 605 WEST NEW YORK AVENUE Deta19C. DELAND; FLORIDA 32720 Certificate of Authorization No. 60005492 r 4'OF 6 � PY REVIEW ORg CODE COMPLIANCE ST. LWCC�II/E 0^0�1� THIS IS TO CERTIFY THAYI�f16GA�l1�T10NS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION E (20M. THE PLANS CARE ODE. �D UNTILTHE NEXT REVISION OFT\\fFQsID*. PV RAG .�` NSR . H off.-.... . •. 1- ICENO ,�`Z`; •' SF •, 'Sj, �_ BECHTOL ENGINEERI6IC> ' TESft-%M$ ':0 60S WEST NEW YORKAVENCE _ DEUWD. FLORIDA 32r20 CA III I ofAutliadzilimNa6/ I *` // R �47E nxr ,427 MNLI®�ie � /ls •''.,ORIDA„•• \vim` �'/jIIIIIr11j1`��\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA XVBECHTOL ENGINEERING mkb NTSV AND TIEUM 1e Xvdo enuu.�.�now>euvi>me,,.arv: - tb '�"6' G2B001 � TB SHEET 10 I BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable)-,ROLL-UPDOOR SWINGINGDOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) IIIIIiIII s _ _— __ ENCLOSED LENGTH VARIES •s 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 .FLOOD VENT,(As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) a 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 FRAM_ E RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ' FLOOD VENT (Asa licable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGINGDOOR 111111 NOR As applicable) (As applicable) (As applicable) (As applicable) YPICAL,SIDE�ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION �FCAGSI . ATIO TYPICAL END ELEVATION N�CALE - NOT TO SCALE N� E NOT TO SCALE NOT TO SCALE NOT TO SCALE \YY EVIEWED FOR �yYPs.R H ,., ST. LUCIE COUNTY MWESTNEWYORlcRdR1q 0--- 8581NC:. DET= LAND. FLORIDA 32PT " ®q BC c Certlflmfe of /7 7� __ Florldm License IasasseyJ/rs \� CAROLINA CARPdWfW, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END.ELEVATION P L P,IOAL BOXaEAVE�RAFTERxGABLEENDELEVA710 . otrzorzo NOT TO SCALE ,NOT TO SCALE NO7 TO SCALE ° BE ENG/NEER/NG r'r' mkb - NTS I '® W 'o'r'' G20DOI mdm®no-rxamo-eei.Nor�wvmim ®- T3 SHEET 20F8 4 a 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S 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) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER 124' TO 3O RAFTER SPAN REQUIRES A TRUSSED RAF TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE M 4 0 OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW LD S 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS \ 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDF's AT EACH END (4 PER BRACE) 24' MA >24'TO 30' TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE TABLE 1 SHEET 6'— 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS c-1-M' 18 GAUGE FURRING 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24' MAXIMUM s24' TO W RAFTE TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOT TO SCALE �1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x aW SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. I ] 4 SEE TABLE 1 SHEET IOF6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE ROOF EXTENSION OPTION TYPICAL LEAN-TO OI NOT TO SCALE (BOX 24' 16 GA U-CHANNEL BRACE (S TO T POST) 46' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 30' 1 1. IN -6' TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN CODE COMPLIANCE ,ST. LUCIE COUNTY LEAN-TO FRAMING PLAN 24. 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE ST 3 PLAN (BOTH OPTIONS LY STANDARD LEAN-TO IS APPLICASL(i BECHTOL 608 WESTNE CAROLINA CARPORTS' INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA SECNTOL ENGINEERING mkb NTS `V Allen 7E6AN4 bm mmxm�m.r�.ur.w.aramwrew.rt+noevmm '® It, '4 G20001 TB SHEET30F6 It-' x MINIMUM 5' TAPCON REDHEAD LOT OR 1/2' x MINIMUM 5-7? EXPANSION ANCHOR 'H BASE RAIL WITHIN W OF EACH POSTS ALONG SIDES AND EVERY END IST ALONG END WALL SECTIONS MINIMUM 2-1/2' EMBEDMENT CONC. FOOTING(2500 PSI MIN.) WITH 2 #SS CONTINUOUS �1 CONCRETE BASE RAIL ANCHORAGE In Not To Scale DRILL 6/8' HOLE THROUGH THE. BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER IT I L. - .y..'... -.. TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE; SHEET 1 OF S. FOR REOUIRED ANCHOR) G— CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR �1 CONCRETE BASE RAIL ANCHORAGE I G Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 113) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOW / WINDOW FRAME POST TS BASEAVINDOW RAIL OR NON-STRUCTURAL HEADER GA IF ROLL -UP DOOR FRAME) 2'x2'x2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4' SDFs, (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 Not To Scale INSTALL 1/2' x MINIMUM S' TAPCON REDHEAD LOT ANCHOR OR 1/2 x MINIMUM 5-12' EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH THE 2' WASHERS THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 10 DIAMETER TS CONTINUOUS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL MIN. 8' TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE MINIMUM 2-1/2' EMBEDMENT CONTINUOUS 4' CONCRETE PAVEMENT R CONCRETE BASE RAIL ANCHORAGE �� Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) �„ Not To Scale TS RAFTER POST 1-1/2' x 1-1/2' a 2. 16 GA CLIP ANGLESECURETO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. RAIL CONN. Not To Scale EYE ANCHOR 5/8' ROD 48' LONG WITH 6' HELIX OR 5/8'ROD 60'LONG (SEE GROUND ANCHOR WITH p HELIXSCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) LANb�U.6F♦;TT �ASE$AIL7+ND'$ECOREIGUF1.T �j' TANCHOREYEWITH�1 EYE ANCHOR U (SEE GROUND ANCHOR 51W ROD 30' LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4'HELIX .. - FOR APPLIDABIUTq d- �„1 BASE RAIL DEEP ANCHORAGE & BASE RAIL ANCHORAGE Not To Scale Not To Scale REVIEWED FOR TS BOW RAFTER CODES COMPLIANCE 6'LONG TS NIPPLE SECURE P. STe LUCIE COUNTWITH(4) 012-14 x3/4'P ST TO N NO SCREWS SDF's �� ^ //11//�� REQUIRED C%OCC IN BOW BENDS r—F6' 4' 18 GA U-CHANNEL BRACE (5 TO T POST) 48' 18 GA U+CHANNEL BRACE (S TO 14' POST) TS RAFTER POST BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NIPPLETO 3/16' BASE RAIL TS CONTINUOUS BASE RAIL r 6' LONG TS NIPPLE —T SECURE RAFTER AND POST TO fS ) NIPPLE WITH (4) #12-14 x 3/4- RAFTER POST SELF -DRILLING FASTENERS R BOW RAFTER/POST DETAIL NM To Scale 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) 012-14 x 3f4' SDPS (2) ON TOP OR BOTTOM, (2) ON SIDE TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL � Not To Scale POST/BASE RAIL CONN. DETAIL � NM TO Bale I IIt////// 6BEE�0L ENGI • N AND TING; UiAt'__ DEUWD. FLORID`► 0•'' _ AAAuuu��t 3 _ �rtlfl� —_ Fimide nse'P.E/' O.� FLOFi�O.•'!�� 111j)I 11W\ � 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314' SDF's, (2) ON BOTTOM. (2) ON SIDE OR 2'x4. 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POSTIRAFTER CONNECTION WITH (4) #12.14 x 3W SDFs, (2) ON POST, (2) ON RAFTER � END POST/RAFTER CONN. DETAIL Not To Spfe 1-11T x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs (2) ON TOP, (2) ON SIDE RAFTER POST 1-112' 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 RAIL GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL Naroswle NIPPLE TC DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS GA TS POST tl�1 RAFTER POST/DBL. HEADER DETAIL Not To Scale 1-1YC x 1-112' x 2 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 012-14 x 3/4' ST TOP AND BOTTOM i 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' SDFs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314' 8' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3W SELF -DRILLING FASTENERS GA DOUBLE TS HEADER NIPPLE TO DBL. HDR. �1 RAFTER POST/HEADER DETAIL Not TO Scale RAFTER RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 012-14 x SW SDFs, 24- 16 GA U-CHANNEL BRACE IS TO T POST) 48- 16 GA U-CHANNEL BRACE (8' TO 14' POST) GABLE RAIL BRACE ANGLE SHALL BE MIN- 45' TO MAX. 60' FROM HORIZONTAL —1,'�TS RAFTER POST GABLE RAIL TO RAFTER POST jR;CONNECTION DETAIL I I� Not To Scale ' TS LEG 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF TS SPACED NOT MORE THAN 48' O.C. 2-1/4' FOR P6MG1 L METAL ROOF TS SAS 12 GA FRAMING 2-1/2' FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 314' SDFS AT EACH END (4 PER BRACE) BRACE SECTION Na To Scale RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Smle NIPPLE TH (4) 012-14 x 3/4' SDFs RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL /� Net To Scale TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE e' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS GA TS POST BASE RAIL 3M6' NIPPLE TO BASE RAIL RAFTER POST/BASE ( BSEACONNECTION DETAIL 2'x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, (2) ON POST. (2) ON RAFTER /TS LEAN-TO RAFTER !' 16 GA ANGLE CLIP tE TO POST AND R WITH (4) #12-14 x 3/4' (2) ON RAFTER, POST POST / LEAN-TO RAFTER CONN. DETAIL Not To scale REVIEWED FOR CODE COMPLIANCE ST. LUCIE COS SEE GENERAL NOTE No. 12, SHEET 1 OF 6. ®OCC VERTICAL SIDE OPTION GIRT (Typica SEE TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE ;WINGING DOOR )CTURAL HEADER 1-1Y2' 18 GAUGE FURRING CHANNEL FASTENED TO rOPENING FOR SWINGING DOOR EACH RAFTER WITH FURRING x 314' SELF -DRILLING 1 WITH NON-STRUCTURAL HEADER 6- FASTENER FASTENER SPACED NOT MORE THAN 48'O.C. / GIRTS (Typical) BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE lid ICI—I� I� ICI—�I�li I �I I�I�I�I�I�I®I��I�IiI�I LENGTH TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR (As appficaNe) TYPICAL END ELEVATION NOT TO SCALE OPENING FOR URA. I WI1H NONSTRANO MDOWR R ANOWINDOW aIs) (Also oppf[ebleb EM WeYs) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC