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Home My WebLink AboutBuilding Plansn FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED APPROVAL QA. EXPIRATION PARTIALLY PRODUCT CATEGORY SUBCATEGORY MANUFACTURER No. & DATE DATE OPEN JENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/0527 180 180 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/1427 180 180 180 26 Gauge AG Panel •10110/17 STRUCTURAL COMPONENTS. FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 0927/19 WA WA WA 8x16 Flood Flap 10103/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL1709S.3wRI 0911420 WA 156 138 Series 402-14 0129118 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.SRI 09/1420 N/A 165 147 Sedes 407 0129/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31119 WA 160 174 Model 203 (12' Max. Width) 10/06117 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL1606.1-R2 1111120 NIA 158 138 Steel Roll Up Sheet Door (12' Max. Width) 01/10/18 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS F1.17499.1414 1011723 WA 175 157 Model 185 SH 1229117 I I , NOTES: 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 PRODUCT' APPROVAL B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REQURIEMENTS. 2 FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS..HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED SUBSTITUTED PRODUCT. AS NECESSARY TO ACCOMODATE GENERAL NOTES: I. 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, INGRESWEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NOWHABITABLE UTILTTY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF. SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS' NOTSPECIFICALLY.ADORESSED HEREIN, INCLUDING. DOORS, WINDOWS, OR DTHER COMPONENTS NOTIISTED 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.50KSI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED.OR STAINLESS STEEL j 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 CORE(FBC)'ATTHE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 5.. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314' 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 28DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 A WELDED WIRE FABRIC COMPLYING WITH ASTM A Ills, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM CI116. 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 LOT 12' x V OR EQUIVALENT OR WEJ-IT ANKR-TIE 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 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' 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 T 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 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPAC/NG SPEC/FICATIDNS AVERAGE FASTENER SPAC ON -CENTERS ALONG RAFTEF MAXIMUM PURUNS, AND POSTS OR GI WIND ULTIMATE NOMINAL POST/RAFTER ONCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAI 140 TO 150 89 T0.116 5.0 6 1 6 C NOTES: 1. 2. 12 14 16 18 20 22 24 26 28 cations applicable to 26 gauge metal roof and Wall panels fastened directly to 12 or 14 gauge steel tube imming, or. 18 hat channel roof purlins. mllons applicable only for mean roof height of 20 feet or less, and roof slopes of 7° to 27° (15:12 to 6:12 pitch). Spacing "IMATE WIND SPEED (mph) SM METAL CARPORT INSTALLATION PLANS 130 140 150 160 170, 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS x 7L_ FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. 48'Andlor RO. BOX 1263 OelaillC DOBSON, NORTH CAROLINA 27017 _ PREPARED BY. BECHTOL ENGINEERING AND TESTING, INC. T60 Andlor 605 WEST NEW YORK AVENUE Deta0lC. DELAND, FLORIDA, 32720 Certificate of Authorization No. 00005492 ID SHOWN ON SHEET 4 OFF6 _ RECEIVED MAR 16 2020 ST. Lucie County, Permitting 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 .."ON (2077). THE PLANS ARE ! VALID UNTIL THE NEXT REVIS\I\O\N`O`FATHE H FLORIDABUILDING01_ `O1� CODE.II]/B i = G ANG A GQ`�G 2,0 BECHTOL ENGINE AND ,TNC: C` ES 605 wESr NEw vORx A'0PN 38535 F� G�Q� DELAND. FLO RIDA CerlNrate o/Autha woo.549' y LLJ F T 'Lli Thomas Bank Florida LIce No. i ( FLOR\Op: SSION"i CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2112119 BECHTOL ENGINEERING . RR NrB AV AND TESTING, Inc o"ac+er� uo Wrow, nsna oraena °`O� RR 'Oj G19001 TB I SHEET OF BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOODVENT,(Asapplicable) ROLL-UPDOOR SWINGINGDOOR ROLL-UPDOOR SWINGINGDOOR (AsaPplicable) (As applicable) (As applicable) (As applicable) 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 a 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) l (As applicable) - (As applicable)l __ _I =1■� FYI- ---. TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE. ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE NOTTOSCALE-- NOTTOSCALE NOT TO SCALE NOTTOSCALE 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(Asappllcabie) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (Asa applicable) ) ILI Wvc �T'YPICAL?SIDEEL/EVATIONtIP'F-/JYPICAL-,END ELEVA710N3d�,{=•k TYp)CAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE GN2T707SCALES .__ / ,. „ -. NOT TO SCALE �71�1 a1 NOT TO SCALE NOT TO SCALE \()III I BECHTOL ENGINEERI10,A 'TE fING, INC, 605 WEST NEW YORKAVENuu€€ DELAND, FLORIDA 32720 38538 = _� . Cerffimwof AWb ban Na •. *' homes Be P.E. O •, STATE O •'•.••G� ��` Flodda Llcen N i ; CAROLINA CARP6i 1 i\ GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION BECHTOL ENGINEERING -�-- RR 2/12119 acui MS NOT TO SCALE NOT TO SCALE NOT TO SCALE AND TESTING, Ina °f'46 RR " G19007 �SHEEi20F8 oaf onwEG,rt4 � ltuwua �� o� GOitlM°a°�-"'m0m'® 1P14''"TB GALVANIZED METAL ROOF PANELS VED TO RAFTERS PER MANUFACTURERS LATION INSTRUCTIONS 12 Q3 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SOPsAT EACH END (4 PER BRACE) . se -24'TO TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING PLAN- BOW FRAME NOT TO SCALE SEE TABLE 1 1TMAf OPENING FORROU.4 ODOR WRH 3muCNRAL WALL OPENINGS FRAMING PLAN OPTIONAL 24'-1" TO 30' TRUSSED RAFTER- BOW NOTTOSCALE - TO 12 ---.-j3 FASTENED TO RAFTER WITH (2) 01244 x 314' SDF'&AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE SEE TABLE 1 SHEET 12M OPENING FOR ROLWIP DOOR W NONSmUOTURAL 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 24716 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SOFs AT EACH END (4 PER BRACE) 1=1/2' 18 GAUGE FURRING CHANNEL FASTENED / TO EACH RAFTER WITH (2)#12.14 x 314'SELFCRILLING / FASTENER SPACED NOT MORE THAN 49'O.C: 1I if if If 3 4 SEE TABLE.1 SHEET 10F6 6' LENG VARIES DEPENDING ON NUMBER ANDSPACINGOFRAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF nu, luba TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOTTOSCALE' OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE ROOF EXTENSION OPTION CAL LEAN-TO Of SCALE - (BOXI 24' 16 GA UCHANNEL BRACE -4B' 16 GA U-CHANNEL BRACE (I BRACE ANGLE SHA TO MAX. 45' FROM LO B TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX LAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) 012-14 x 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE CEN i NB GSTING, INC. No. 38XN TS BASEWNDOW RAIL OR NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) POST TO INSTALL 12' x MINIMUM 6' TAPCON REDHEAD LOT INSTALL Ur x MINIMUM 6' TAPCON REDHEAD LOT ANCHOR OR 12 x MINIMUM S-12' EXPANSION ANCHOR ANCHOR OR 12'a MINIMUM 6-12' EXPANSION ANCHOR DRILL &WHOLE THROUGH THE 2' WASHERS THROUGH BASE RAIL WITHIN 6' OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 12' DIAMETER TS CONTINUOUS WALL POST ALONG END WALL SECTIONS WALL. POST ALONG END WALL SECTIONS THROUG"OLT BASE RAIL MINIMUM 2' MINIMUM MIN. e' TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE MINIMUM 2-12' EMBEDMENT MINIMUM 2-12' EMBEDMENT EYE ANCHOR •. 6/8' ROD 48' LONG . " WITH W HEUX OR • 1 5l8' ROD 60' LONG (SEE GROUND ANCHOR MINIMUM 4' WITH r "ELK SCHEDULE, SHEET 1 OF 6, ASAPPUCABLE FORAPPLICABILITY) ' r MONOLITHIC CONC. FOOTING (2500 PSI MIN.) CONTINUOUS d' CONCRETE PAVEMENT , REINFORCED WITH 2 #5s CONTINUOUS ' CONCREITE BASE�RAIL ANrrHO` MGE ANCHOR CONCRETE BASE RAIL ANCHORAGE Io Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) �,1 BASE RAIL DEEP ANCHORAGE I� Not TO Scale " HE ,1-2' WASHERS 24. 16 GA U-CHANNEL BRACE (6' TO r POST) TO /I 4r 16 GA ULHANNEL BRACE(6• TO 14'POST) TS BOW RAFTER' ER TS CONTINUOUS BRACEANGLE SHALL BE MIN. 46' )LT-� BASE RAIL TO MAX 60' FROM HORIZONTAL NO SCREWS (SEE GROUND ANCHOR MINIMUM 4' SCHEDULE, SHEET I OF 6, FOR REQUIRED ANCHOR) L CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR CONCRETE BASE RAIL ANCHORAGE Not To Scab (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) TS TRUSSED RAPIER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOORI WINDOW FRAME POST 2W'x2' 16 GA ANGLE CUP -'SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) 412-14 x 314' SDFs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE RUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. TRUSS CHORD, OR ZAL HEADER CONN. DETAIL 6' LONG TS NIPPLE .SECURE POSTTO NIPPLE WITH (4) #12-14 x 314' SDPs POST 'A BOX EAVE RAFTER/POST DETAIL Grp NNTO Scab TS RAFTER POST -- - - 1.12'x 1-12'x 2'16 GA CUP �— AN'M SECURE TO POSTANI BASE RAIL WITIi(4)#12-14xr SDPs, (2) ON TOP, (2) ON SIDE TS CONTINUOUS BASE RAIL �1 END POST/BASE RAIL CONN. � N01 To Scale IN TOP OF ASPHALT F OR STABLE GROUND 24' 16 GA U-CHANNEL BRACE IS, TO r POST) 48' 16 GA Ll-CHANNEL BRACE (S TO IC POST) BRACE ANGLE SHALL BE MIN. 46' TO MAX 60' FROM HORIZONTAL I 3' �6'LONGTSNIPPLE T SECURE RAFTER AND POST TO NIPPLE WITH (4) 012-14 x 314' tAFTER POST SELF -DRILLING FASTENERS �e1 BOW RAFTER/POST DETAIL cu Not To Smle (12 GA IF ROLL -UP DOOR FRAME) 2'x 2'x 2' 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4)#12-14 x 3/4'SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE l `TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW �1 RAIL, OR GIRT TO POST CONN. DETAIL Not To Sple WASHERS BASE RAIL EYE ANCHOR (SEE GROUND ANCHOR_ 618'ROD 30'LONG SCHEDULE, SHEET I OF 6, WITH DBL 4-HELM FOR APPUCABILIM BASE RAIL ANCHORAGE I v Not TO Seem' RE POST TO NIPPLE (4) #12-14 x 3T4' SDF% POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL � Not To Scale ' NNIIIIIIIIIA F .. !y 3c 8 'r = ' .o FOR �oRIDA ' j,NAL .ENG��`�\` 16 GA ANGLE CLIP TO POST AND WITH (4) #12-14 x 3/4- )ONBOTTOM, Z'x4.16 GA PLATE SECURE TO EACH SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 i 3/4-SDPs, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL 1 NM To SDele 2' 16 RAIL WITH (4) #12-14 x 3/4' SDF§ (2) ON TOP, (2) ON SIDE POST 1.12•x 1-12' x 2-16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3l4' SDPs, (2) ON TOP, (2) ON BOTTOM IS GABLE RAIL GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL -t ,1A Not To Sole .. - .. 2-1/4' 12 GA FF FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) 912-14 x 314' SDPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Sole fS NIPPLE EACH WITH x 3/4' LUNG FASTENERS GA TS POST �01 RAFTER POST/DBL. HEADER DETAIL � NM To Stale - GABLE RAIL TO RAFTER POST CONNECTION DETAIL t to Not To Sole 1-12' 1S GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012.14 x 314' SDF SPACED NOT MORE THAN 48' O.C. =&a ITS RAFTER ROOF�FANEL ATiTACHMENTL ~ (ALTERNATE,FO_ RIVERTICAL�ROOF.PANEL'S)11R__ Not Tot -� "-AVRO 8' LONG TS NIPPLE SECURE EACH WITH (4) #1244 x 314' SELF-0RILUNG FASTENERS LONG1� I -IN �', SEELF-0RIWNG(FASTENERS4• I I /` III / 12 GA TS POST GA DOUBLE TS HEADER HDR. RAFTER POST/HEADER DETAIL � Not To Stale - V LONG TS NIPPLE SECURE WITH (4)#12-14 x3/4-SDPs 12' LONG TS SECURE POST TO WITH (4) #12A4 x 3/4 U-CHANNEL BRACE IS TO T POST) U-CHANNEL BRACE (S TO 14' POST) BRACE ANGLE SHALL BE MIN. 46• TO MAX 60- FROM HORIZONTAL SIDE EXTENSION F< RARAFTER/POST DETAIL Sob' - TYPICAL FLOOD VENT FRAMING PLAN NOTTOSCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. BASE RAIL 3116' NIPPLETO BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL l� Not To Scale TS RAFTER POST 27W 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 'SECURE TO POSTAND RAFTER WITH (4) #12-14 x 3/4- SOPS, (2) ON RAFTER, (2) ON POST POST / LEAN-TO RAFTER CONN. DETAIL t Not To Scale BECHTOL ENGINEERING glob nn/ 60.5 WEST NEWYORKAVENUE,.•' LICFNS DELAND. FLORIDA 3272D ` CeitlDote of 0. / 0. 3851.0 Thomas BerAtal, P. Flo#d4 UcenseN 38638 _ i •'• .c FOP :�� ORIDA �,'� .,//,O�q L . E�G��`\�. 0 VERTICAL SIDE OPTION GIRT (Typlml N V I. I U JI:flLG SEE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE GIRTS (Typical) 1.IW 1S GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 412-14 x 3/4' SELF -DRILLING 6'-1 F— FASTENER SPACED NOT MORE THAN 48' O.C. OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER I�—I—I—ICI � ISI��I�I�I�I ICI®I-1�1�101��101�1�1 G FOR - H •,,,HSADER ivv► �I� �n�l.® OPENING LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF ,. TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES .. ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE .`` ti \��MAS; R 6 SGacIhNjFnEERNC? ND JESTING, 8g rs 2322OG3 OX *92 r F i O 33s3e�.S .�1('ARID ••'•. � /,/,,//ALI IENG�\\``\`\